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HomeMy WebLinkAbout04-09-2019 Agenda Packet • Mayor Commissioners Rusty Johnson Larry Brinson,Sr., District 1 111.401P Rosemary Wilsen, District 2 City Manager Richard Firstner, District 3 oCoee Robert Frank George Oliver Ill, District 4 florlda PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) April 9, 2019 AGENDA 6:30 PM I. CALL TO ORDER A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum II.CONSENT AGENDA A. Minutes of the Planning and Zoning Commission Meeting held on February 12, 2019. III. OLD BUSINESS IV. NEW BUSINESS A. Dog Friendly Restaurants Public Hearing CRA Administrator Corless 1. Land Development Code Amendment B. CLRM PUD Public Hearing City Planner Rumer 1. Annexation 2. Large Scale Comprehensive Plan Amendment 3. Rezoning to PUD C. Phase 1 Lot 8 Fountains West PUD Public Hearing City Planner Rumer "Summit Self Storage" 1. Large Scale Preliminary/Final Site Plan D. Fountains West Commons PUD Public Hearing City Planner Rumer 1. Small Scale Comprehensive Plan Amendment E. Ocoee Village Center Public Hearing City Planner Rumer 1. Large Scale Comprehensive Plan Amendment 2. Rezoning to PUD F. Homes in Partnership—330 13th Ave Public Hearing City Planner Rumer 1. Annexation 2. Rezoning G. Homes in Partnership—340 13th Ave Public Hearing City Planner Rumer 1. Annexation 2. Rezoning V. MISCELLANEOUS A. Project Status Report B. April Calendar VI. ADJOURNMENT NOTE: Regular Planning and Zoning Commission meetings take place on the second Tuesday of every month at 6:30 pm in the Ocoee Commission Chambers in City Hall unless otherwise advertised. Any person who desires to appeal any decision at this meeting will need a record of the proceedings and for this purpose may need to ensure that a verbatim record of the proceedings is made which includes testimony and evidence upon which the appeal is based. More than one Commissioner may participate or hear discussions regarding a matter which will come before the Commission for action. Also in accordance with Florida Statue 286.26: Persons with disabilities needing assistance to participate in any of these proceedings should contact the Office of the City Clerk,150 North Lakeshore Drive,Ocoee,FL 34761(407)905-3105,48 hours in advance of the meeting. ITEM NUMBER II. A. MINUTES OF THE P & Z MEETING ON FEBRUARY 12, 2019 14 kl Ocoee florida MINUTES PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY Tuesday, February 12, 2019 I. CALL TO ORDER - 6:30 pm I A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum Present: Chair Joel Keller, Vice -Chair Lavon Williams,, Member Jason Mellen, Member Rodger Wunderlich Absent: Member Marc Bernstein (absentlunexcused) Also Present: City Planner Mike Rumer, Assistant City Attorney Dana Crosby - Collier and Recording Clerk Kathy Heard 11. CONSENT AGENDA A. Minutes of the Planning & Zoning Commission Meeting held January 8, 2019. Member Wunderlich advised what he was trying to convey on Page 7 is not correctly represented in the minutes. Therefore, he has requested a revision to that portion of the minutes. (6:33 pm) Motion for Approval of the Consent Agenda with the Amended Minutes: Moved b Member Wunderfich, Seconded by Member Mellen; Motion carried unanimously with Member Bernstein absent. 1 Planning & Zoning Commission February 12, 2019 I III. OLD BUSINESS - None I IV. NEW BUSINESS — Public Hearings (6:33 pm) —1 (Agenda items taken out of order) Chair Keller advised that the next regularly scheduled P&Z meeting on March 12, 2019 has to be rescheduled due to the city election scheduled for the same night. He asked the board which date works best for them: Monday, March 25th or Wednesday, March 27th. City Planner Rumer indicated Wednesday is better for him. Vice -Chair Williams said either day works for her. Chair Keller indicated he is available on either day. Member Wunderlich indicated he is only available on Monday, March 25th. Member Mellen indicated he is not available on either day. (6:34 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning &qency, reschedule the Regularly Scheduled March 12, 2019 Planning and Zoning Meeting to March 25, 2019; Moved by Vice -Chair Williams.Seconded by Member Wunderlich: motion passed unanimously with Member Bernstein absent. A. Arden Park North Phase 4B Large Scale Preliminary & Final Subdivision Plan (PSP/FSP); Project No: LS -2018-015. (Advertised in the West Orange Times on Thursday, January 31, 2019) (City Planner Rumer) (6:40 pm) City Planner Rumer explained the proposed project with a brief PowerPoint presentation. This proposed project was originally approved by the City Commission on November 21, 2006, and amended on February 19, 2013. Arden Park North consists of the northern phases (2-6) of the PUD. Arden Park North is identified as Parcel ID Number 04-22-28-0000-00-001 (9421 Clarcona, Ocoee Road) located on the north side of Clarcona. Ocoee Road and situated between Hobson Road and Ingrain Road. Arden Park North is approximately 308 acres of which 54.44 acres are identified as wetlands/Lake Sims. City Planner Rumer indicated the construction plans are not within their packet, but explained Clarke Road will be widened to a four -lane road from Clarcona Ocoee Road north to the north property line of Arden Park where it will return to a two-lane road north to McCormick Road. Arden Park North Phase 413 includes 122 single-family lots. The subject site is currently undeveloped with mainly planted pine trees. The Future Land Use Map designates the property as "Low Density Residential," with an area around Lake Sims designated as "Conservation/Floodplains." The Applicant has proposed an onsite mitigation program which includes providing an enhancement plan for the wetland and floodplain areas around Lake Sims. All streets in Arden Park North will be private, with the road network contained in tracts that will be owned and maintained by the homeowner's association. The Arden Park North Phase 413 PSP/FSP proposes a six (6) foot high cementitious (or precast) wall system with pedestrian access and associated buffer plantings along the portions of the development that front Ingram [21 Planning & Zoning Commission February 12, 2019 Road. Potable water and sewer services will be provided by Orange County. The City of Ocoee will provide solid waste services, reclaimed water, police and fire protection. Finally, the Applicant has requested no waivers from the Land Development Code for this project phase. Development Review Committee (DRQ Recommendation: The Development Review Committee (DRC) met on February 4, 2019, and reviewed the PreliminaryjFinal Subdivision Plan for Arden Park North Phase 4B. The DRC voted unanimously to recommend approval of the PreliminaryfFinal Subdivision Plan, subject to the resolution of any remaining staff comments. Staff Recommendation: Based on the recommendation of the DRC, Staff recommends that the Planning and Zoning Commission recommend approval of the Preliminary/Final Subdivision Plan for Arden Park North Phase 4B, subject to resolving any remaining staff comments before the City Commission meeting. Discussion: Vice -Chair Williams inquired if there is mitigation needed. City Planner Rumer replied mitigation was needed in Phase 4A, but not in this phase. City Planner Rumer explained that the traffic trips within this plan are not new trips and have already been accounted for within the concurrency transportation database of Arden Park as a whole. Member Wunderlich said he noticed that the streets within Arden Park will be private and asked if this community will be a gated community to which City Planner Rumer answered affirmatively. Member Wunderlich asked whether there will be a fence or wall around the community. City Planner Rumer said originally the first builder contemplated walls; however, when the new builder came on, they modified it with the City Commission's approval to a precast/fence combination or a "living wall" with vegetation. Member Wunderlich inquired if the HOA will be responsible for the retention ponds and open spaces to which City Planner Rumer answered affirmatively. Member Mellen asked where Clarke Road will be widening. City Planner Rumer explained the developers for Oak Trail Reserve and Arden Park are responsible for the widening of Clarke Road north of Clarcona Ocoee Road; however, Clarke Road will need to be scaled back from the four -lane road to the two-lane road south of Clarcona Ocoee Road. Member Mellen asked if a right -turn lane could be installed turning east onto Clarcona Ocoee Road from. Clarke Road when the widening is underway to which City Planner Rumer answered in the affirmative. Chair Keller inquired if a school is needed with more upcoming developments like CLRM, can OCPS consider utilizing Arden Park's parcel which they have subsequently denied. City Planner Rumer explained currently all developments that come forward in Ocoee fail elementary and middle school to which they are required to mitigate and pay by the desk. He announced they are pushing for new schools, because all of the public schools in Ocoee have exceeded capacity and the new charter schools have not impacted the numbers. Discussion ensued regarding the site OCPS rejected from Arden Park; and further, Arden Park can now develop on this site. [31 Planning & Zoning Commission February 12, 2019 The applicant was present for questions. Chair Keller opened the public hearing and asked if there was anyone present who wishes to speak on this proposed project. As no one wished to speak, the public hearing was closed. (7:00 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the Arden Park North Phase 4B Large Scale Preliminary & Final Subdivision Plan (PSP/FSP): Proiect No: LS -2018-015, subject to resolution of the remaining staff comments before the City Commission meeting- Moved by Member Mellen. Seconded by Vice -Chair Williams; motion passed unanimously with Member Bernstein absent. B. Arden Park North Phase 5 Large Scale Preliminary & Final Subdivision Plan (PSP/FSP), Project No: LS -201$-016. (Advertised in the West Orange Times on Thursday, January 31, 2019) (City Planner Ruiner) (7.o9 pm) City Planner Rumer presented a brief PowerPoint presentation on this proposed project explaining this was originally approved by the City Commission on November 21, 2006, and amended on February 19, 2013. Arden Park North consists of the northern phases (2-6) of the PUD. Arden Park North is identified as Parcel ID Number 04-22-28-0000-00-001 (9421 Clarcona Ocoee Road) located on the north side of Clarcona Ocoee Road and situated between Hobson Road and Ingram Road. Arden Park North is approximately 308 acres of which 54.44 acres are identified as wetlands/Lake Sims. Arden Park North Phase 5 includes 89 single-family lots. The subject site is currently undeveloped with mostly planted pine trees. The Future Land Use Map designates the property as "Low Density Residential," with an area around Lake Sims designated as "Conservation/Floodplains." All streets in Arden Park North will be private, with the road network contained in tracts that will be owned and maintained by the homeowner's association. Phase 5 of the Arden Park North will have two access points. The main access point will be located on the southern portion of the property that is adjacent to Clarcona Ocoee Road. The secondary entrance will be located on the eastern portion of the property that is adjacent to Clark Road. Development Review Committee (DRC) Recommendation: The Development Review Committee (DRC) met on February 4, 2019, and reviewed the PreliminaryjFinal Subdivision Plan for Arden Park North Phase 5. The DRC voted unanimously to recommend approval of the Preliminary/Final Subdivision Plan, subject to the resolution of any remaining staff comments. Staff Recommendation: Based on the recommendation of the DRC, Staff recommends that the Planning and Zoning Commission recommend approval of the Preliminary/Final Subdivision Plan for Arden Park North Phase 5, subject to resolving any remaining staff comments before the City Commission meeting. [41 Planning & Zoning Commission February 12, 2019 (The Board had no questions or discussions.) The applicant was present far questions. Chair Keller opened the public hearing and asked if there was anyone present who wishes to speak on this proposed project. As no one wished to speak, the public hearing was closed. (7:02 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the Arden Park North Phase 5 Large Scale Preliminary & Final Subdivision Plan (PSP/FSP): Project No: LS -2018-016, subject to resolution of the remaining staff comments before the City Commission meeting, Moved by Member Wunderlich, Seconded by Member Mellen; motion passed unanimously with Member Bernstein absent. C. CLRM Planned Unit Development (PUD) Annexation, Large Scale Comprehensive Plan Amendment and Rezoning to PUD; Project No(s): AX -09-18-77, CPA -2018-008 & R7.-18-09-15. (Advertised in the West Orange Times on Thursday, January 31, 2019) (City Planner Ruiner) (6:35 pm) THIS ITEM HAS BEEN CONTINUED TO THE MARCH 25, 2019 PLANNING AND ZONING COMMISSION MEETING City Planner Rumer announced this item is being continued to March 25, 2019, to give staff and the applicant more time to work with Orange County. Chair Keller asked whether there was anyone present to speak on this item that is unable to attend the March 25th meeting to which no one raised their hand or came forward. (6:37 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, Continue the CLRM Planned Unit Development (PUD) Annexation, Large Scale Comprehensive Plan Amendment and Rezonina to PUD; Project No(s): AX - 09 -18-77, CPA -2018-008 & RZ-18-09-15 to March 25, 2019; Moved by Member Mellen, Seconded by Vice -Chair Williams; motion passed unanimously with Member Bernstein absent. City Planner Rumer stated this item will not be re -advertised, but revised 300 -foot notices will be distributed with the meeting date of the Planning & Zoning Meeting and possibly the City Commission Meeting. 151 Planning & Zoning Commission February 12, 2019 D. Harper Property —1304 East Silver Star Road Annexation and Rezoning; Project No(s): AX -01-19-79 & RZ-19-01-17. (Advertised in the West Orange Times on Thursday, January 31, 2019) (City Planner Ruiner) (7:03 pm) City Planner Rumer presented a PowerPoint presentation explaining this proposed project, which is located on the northeast side of 3rd Street, north of East Silver Star Road. The site is +/- 1.26 acres and has one existing single-family residence on the parcel. The applicant is annexing into the city limits because their property is now eligible for annexation as it is bordered by property located within the City limits on the east side. Staff is recommending to rezone this parcel from "Orange County" Retail Commercial District (C-1) to "City of Ocoee" Neighborhood Shopping (C-1). Development Review Committee (DRC) Recommendation: On January 29, 2019, the DRC met to determine if the proposed annexation and rezoning was consistent with the City's regulations and policies. When the discussion was finished, the DRC voted unanimously to recommend approval of the annexation and rezoning for the Harper Property. Staff Recommendation: Based on the above analysis and the subsequent DRC recommendation, Staff recommends that the Planning & Zoning Commission, acting as the Local Planning Agency, recommend approval of the Annexation and rezoning from "Orange County" Retail Commercial District (C-1) to "City of Ocoee" Neighborhood Shopping (C-1) of the property known as the Harper Property located at 1304 E. Silver Star Road. (The Board had no questions or discussions.) The applicant was not present for questions. Chair Keller opened the public hearing and asked if there was anyone present who wishes to speak on this proposed project. As no one wished to speak, the public hearing was closed. (7:05 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the Harper Property — 1304 East Silver Star Road Annexation; Project No: AX -01-19-79, subiect to resolution of the remaining staff comments before the City Commission meeting; Moved by Member Mellen, Seconded by Vice -Chair Williams: motion passed unanimously with Member Bernstein absent. Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the Harper Properly — 1304 East Silver Star Road Rezoning: Project No: RZ-19-01-17, subiect to resolution of the remaining staff comments before the City Commission meeting; Moved a Planning & Zoning Commission February 12, 2019 by Vice -Chair Williams, Seconded by Member Mellen; motion passed unanimously with Member Bernstein absent. E. Ocoee Village Center Planned Unit Development (PUD) Large Scale Comprehensive Plan Amendment and Rezoning to PUD; Project No(s): CPA -2018-006 & RZ-18-06-09. (Advertised in the West Orange Times on Thursday, January 31, 2019) (City Planner Rumer) (6:37 pm) THIS ITEM HAS BEEN CONTINUED TO THE MARCH 25, 2019 PLANNING AND ZONING COMMISSION MEETING City Planner Rumer announced that staff and the applicant are requesting this item to be continued to March 25, 2019. Chair Keller asked whether there was anyone present to speak on this item that is unable to attend the March 25th meeting to which no one raised their hand or came forward. (6:39 pm) Motion: Move that the Planninq and Zoning Commission, acting as the Local Planning- Agency, lanningAgency, Continue the Ocoee Village Center Planned Unit Development (PUD) Large Scale Comprehensive Plan Amendment and Rezoning to PUD, Project \l—1—%. ^nA 41A40 AAL"' 9 09 AQ AC AA 6— AA<isrrL► flier '91140- RA^%P^A hti Bernstein absent. V. MISCELLANEOUS (7:07 pm) A. • Project Status Report City Planner Rumer updated the Board with the following: • City Center West Orange has submitted building plans for the foundation work for all of the buildings. Next will be the building plans for the two parking garages, then the commercial plans to be followed by the condo/apartment plans. • Fx Scenery & Display, Inc., has moved from the North Lakewood Avenue location. A new high-tech recycling business is moving into this industrial (I-2) location. • Waffle House is coming to SR 50 in between Race Track and the Oasis Apartments. This is a good indicator of revitalization of SR 50. • Vice -Chair Williams said she has been asked a lot about what happened to Jimmy John's coming to Ocoee. City Planner Rumer indicated the space Jimmy [7l Planning & Zoning Commission February 12, 2019 John's was going to lease out was too expensive for them, but now Smoothie Ding is renting that space. He stated Jersey Mike's is going in where the Subway was in front of Walmart. • Member Wunderlich inquired if there will be another tire repair shop and self - storage center at the southwest corner of SR 50 & Maguire Road. City Planner Rumer explained such uses have been prohibited in that area. • Member Wunderlich asked if addresses can be added to the current projects listed in the Project Status Update list. City Planner Rumer said if the project has an address, they can add that, but he emphasized a lot of projects do not have addresses until they get their building permit. B. February Calendar - No updates Motion: Move to adjourn the Planning and Zoning Commission meeting; Moved by Member Mellen, Seconded by Member Wunderlich: motion passed unanimously with Member Bernstein absent. VI. ADJOURNMENT - 7:17 pm ATTEST: APPROVED: Kathy Heard, Recording Clerk Joel Keller, Chair [8l ITEM NUMBER IV. A. PUBLIC HEARING DOG FRIENDLY RESTAURANTS . . ,.. yg 1 . LAND DEVELOPMENT CODE AMENDMENT .,f Mayor Commissioners Rusty Johnson 111101PP Larry Brinson, Sr., District 1 Rosemary Wilsen, District 2 City Manager Richard Firstner, District 3 Robert Frank 0( 0()(2 George Oliver III, District 4 Florida STAFF REPORT DATE: April 9, 2019 TO: Planning & Zoning Commission (Local Planning Agency) FROM: Ginger Corless, Deputy Development Services Director/CRA Administrator SUBJECT: PUBLIC HEARING AND RECOMMENDATION FOR CONSIDERATION OF AN ORDINANCE AMENDING ARTICLE V, OF THE LAND DEVELOPMENT CODE TO ADD 5-20 TO ESTABLISH A LOCAL EXEMPTION TO ALLOW DOGS IN DESIGNATED OUTDOOR AREAS OF FOOD SERVICE ESTABLISHMENTS ISSUE: Should the Planning & Zoning Commission (LPA) recommend approval of an ordinance to amend Article V, of the City of Ocoee Land Development Code to add a new section 5-20, to establish a local exemption to the Food and Drug Administration's Food Code to allow dogs in designated outdoor areas of food service establishments?. BACKGROUND: Last year, the West Orange Chamber of Commerce began advocating for local jurisdictions to allow dogs to accompany their owners in outdoor cafes and restaurants. The President and CEO of the West Orange Chambers, Stina D'Uva, was quoted in the West Orange Observer, dated April 11, 2018, as saying, "Dogs are becoming more compatible everywhere you go." When this article went to print, the City of Winter Garden and the City of Orlando were the closest jurisdictions to have a "Dog Friendly Dining" ordinance. Since that time, Orange County and the Town of Oakland have both adopted an ordinance stating the conditions in which dogs may accompany their owners at restaurants. Americans spend nearly $60 million annually on their pets. Many establishments have recognized the buying power of dog owners. For example, throughout the U.S. there is an increase in the number of hotels that allow dogs at their establishments and have added doggie fare to their menus; many noting an uptick of sales by at least 10% (Bringfido.com). Florida was the first State in the Union to enact a law allowing dogs in outdoor dining areas. Following suit, municipalities from across the state are now adopting local ordinances. Section 509.233, Florida Statutes, allows the governing body of a local government to establish by ordinance a local exemption procedure to certain provisions of the Food and Drug Administration Code, as currently adopted by the Division of Hotels and Restaurants, to allow patrons' dogs within designated outdoor portions of food service establishments. The proposed amendment to the City of Ocoee's Land Development Code adds Section 5-20 entitled, Dog Friendly Restaurants, in order to provide the terms, conditions, and requirements for a food P&Z Meeting Date:April 9,2019 Project: Dog Friendly Restaurants service establishment to acquire and maintain a permit to allow dogs in designated outdoor areas within the City of Ocoee. According to the Bringfido.com website, there are seven (7) food service establishments in Ocoee that currently allow dogs in their outside dining area. These establishments will need to comply with the new ordinance. If the ordinance passes, Development Services will contact food service establishments alerting them of the new code and informing the restaurants; a permit will be required. DISCUSSION: The addition of Chapter 5-20, to the land development code, must be reviewed by the Planning and Zoning Commission. After the Planning and Zoning Commission makes a determination regarding the proposed amendment, staff will take the ordinance to the City Commission for 1st and 2nd reading. The following is a summary of the proposed amendment to Chapter 180, Article V, of the City of Ocoee Land Development Code as presently presented in the Ordinance. 1. A food service establishment must possess a valid permit from the City of Ocoee that is issued in accordance with Section B. of the ordinance. Any establishment seeking to allow dogs in outdoor dining areas must complete a detailed application and pay an annual fee of $100.00. The permit is not transferable and must be renewed annually. 2. Section 2.B. of the ordinance provides detail information pertaining to the permit application. 3. Section 2.C. of the ordinance provides the general regulations regarding the following: a. Dogs must be leashed, stay within the designated outdoor dining area and not be allowed on any furniture (seats, tables, etc.). b. Employees must wash their hands after coming in contact with a dog; however, they should never pet a dog while serving food or beverages. c. Waterless hand sanitizer must be on every table and patrons are encouraged to wash their hands before they eat. d. Dogs are not to come in contact with any serving dishes, tableware, or linen. The establishment or the dog owner may use dishes that are specifically designated for dog use. e. Dogs waste is to be removed immediately. A dog waste kit must be within 10 feet of the outdoor dining area. f. The food service establishment must install signs as called for in Section C. (1) of the ordinance. g. The food service establishment must report any incident or complaint to the City of Ocoee's Development Services Department. If there is aggressive behavior, such as a dog bite, such activity must also be reported to the Orange County Animal Services Division as well as the City of Ocoee. P&Z Meeting Date:April 9,2019 Project: Dog Friendly Restaurants 4. The provisions of Section 5-20 may be enforced by code enforcement or law enforcement personnel. Any public food service establishment that fails to comply with the requirements of this Section shall be guilty of violating the City of Ocoee Code and shall be subject to all enforcement proceedings provided in general law and in the City of Ocoee Code, including Chapter 7, Code Enforcement action, Section 1-12, penalties for offenses and Chapter 16, Violations. If a violation is deemed to be a public nuisance or a public safety issue, the City may seek injunctive or declaratory relief or other civil remedy. Remedies may include fines, in accordance with Chapter 16 Fine and Fee schedule, as amended, penalties, and/or a revocation of a Permit and nonrenewal of a Permit. Each day a violation exists it shall constitute a new and separate offense. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on April 2, 2019, at 3:00 p.m. to discuss the addition of Section 5-20 Dog Friendly Restaurant to the City of Ocoee's Land Development Code. Following their discussion, the DRC unanimously approved the amendment to the Land Development Code. STAFF RECOMMENDATION: Based on the research performed and opportunity to increase the economic viability of Ocoee's food service establishments, staff recommends amending Article V, of the City of Ocoee Land Development Code to add a new section 5-20, to establish a local exemption, to allow dogs in designated outdoor dining areas of food service establishments. Attachments: Ordinance ORDINANCE NO. 2019— AN ORDINANCE OF THE CITY OF OCOEE, FLORIDA, AMENDING THE CITY OF OCOEE LAND DEVELOPMENT CODE, CHAPTER 180 OF THE CITY CODE; AMENDING ARTICLE V AND ADDING A NEW SECTION 5-20, TO ESTABLISH A LOCAL EXEMPTION TO THE FOOD AND DRUG ADMINISTRATION'S FOOD CODE, TO ALLOW DOGS IN DESIGNATED OUTDOOR AREAS OF FOOD SERVICE ESTABLISHMENTS IN ACCORDANCE WITH SECTION 509.233, FLORIDA STATUTES; PROVIDING CONDITIONS FOR A PERMIT FOR SUCH USE; PROVIDING FOR ENFORCEMENT; PROVIDING FOR SEVERABILITY; PROVIDING FOR CODIFICATION; PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, as provided in Article VIII of the Constitution of the State of Florida and Chapter 166, Florida Statutes, the City of Ocoee (the "City") enjoys all home rule authority, police power, land development and zoning authority, and governmental and proprietary powers necessary to conduct municipal government and perform municipal functions; and WHEREAS, the City may exercise any power for municipal purposes, except as expressly prohibited by law; and WHEREAS, Section 509.233, Florida Statutes, authorizes the governing body of a local government to establish by ordinance a local exemption procedure to certain provision of the Food and Drug Administration Code, as currently adopted by the Division of Hotels and Restaurants of the State of Florida Department of Business and Professional Regulation, in order to allow patrons' dogs within certain designated outdoor portions of public food service establishments; and WHEREAS, in accordance with Section 509.233, Florida Statutes, any such local exemption procedure adopted shall be codified within the Land development Code of the participating local government; and WHEREAS, Section 509.233, Florida Statutes, mandates that any participating local government's ordinance include a permitting process, specific regulations provided for therein, and a mechanism for state and local cooperation regarding the reporting of complaints and the participating local government's response to such complaints; and WHEREAS, on April 9, 2019, the City of Ocoee Planning and Zoning Commission held a public hearing on proposed amendments to the Land Development Code and recommended that the Ocoee City Commission ("City Commission") approve said amendments; and WHEREAS, the City Commission finds that establishing a local exemption to allow restaurants that provide outdoor seating the choice to obtain a permit to allow their patrons the choice to have their dogs accompany them while dining may be beneficial to both restaurant owners and dog owners; and WHEREAS, this Ordinance has been considered by the City Commission in a public hearing in accordance with the procedures set forth in Section 166.041(3)(a), Florida Statutes; and WHEREAS, the City Commission in good faith determines that this Ordinance is in the best interest of the City and its residents and promotes the health, safety, and welfare of the public. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COMMISSION OF THE CITY OF OCOEE, FLORIDA, AS FOLLOWS: SECTION 1. Authority. The City Commission of the City of Ocoee has the authority to adopt this Ordinance pursuant to Article VIII of the Constitution of the State of Florida and Chapters 163 and 166, Florida Statutes. SECTION 2. Amendment to Chapter 180, Article V, City of Ocoee Land Development Code. A new Section 5-20 is added to Article V, Chapter 180, City of Ocoee Land Development Code, to read as follows: Section 5-20. Dog Friendly Restaurants. A. Purpose and intent; a program created; definitions. (1) The purpose and intent of this part is to implement the program established by section 509.223, Florida Statutes, by permitting public food service establishments within the City of Ocoee, Florida, subject to the terms and contained herein, to become exempt from certain portions of the United States Food and Drug Administration Food Code, as amended from time to time, and as adopted by the Division, in order to allow patrons' dogs within certain designated outdoor portions of their respective establishments. (2) Pursuant to section 509.233(2), Florida Statutes, there is hereby created in the City of Ocoee, Florida, a local exemption procedure to certain provisions of the United States Food and Drug Administration Food Code, as amended from time to time, and as adopted by the Division, in order to allow patrons' dogs within certain designated outdoor portions of public food service establishments, which exemption procedure may be known as the City of Ocoee Dog Friendly Dining Program. (3) The following words, terms, and phrases, when used in this article, shall have the meanings ascribed to them in this section, except where the context clearly indicates a different meaning: Department means the City of Ocoee Development Services Department. Division means the Division of Hotels and Restaurants of the State of Florida Department of Business and Professional Regulation. Dog means an animal of the subspecies Canis lupus familiaris. Outdoor area means an area adjacent to a public food service establishment that is predominantly or totally free of any physical barrier on all sides and above. Patron has the meaning given to "guest" in section 509.013, Florida Statutes. Permit means a Dog Friendly Dining Program Permit. Public food service establishment has the meaning given it by section 509.013, Florida Statutes. B. Permit required; submittals. (1) In order to protect the health, safety, and general welfare of the public, a public food service establishment is prohibited from having any dog on its premises unless it possesses a valid Permit issued in accordance with this part. (2) Applications for a Permit under this part shall be made to the Department, on a form provided for such purpose by the Department, and shall include, along with any other such information deemed reasonably necessary by the Department in order to implement and enforce the provisions of this part, the following: (a) The name, location, and mailing address of the subject public food service establishment. (b) The name, mailing location, and telephone contact information of the Permit applicant. (c) A notarized written authorization from the owner of the property on which the public food service establishment is located if the applicant is not the owner. (d) A diagram and description of the outdoor area to be designated as available to patrons' dogs, including dimensions of the designated area; a depiction of the number and placement of tables, chairs, restaurant equipment, and dog waste cleaning kit, if any; the entryways and exits to the designated outdoor area; the boundaries of the designated area and of any other areas of outdoor dining not available for patrons' dogs; any fences or other barriers; surrounding property lines and public rights-of-way, including sidewalks and common pathways; and such other information reasonably required by the Department. The diagram or plan shall be accurate and to scale but need not be prepared by a licensed design professional. (e) A description of the days of the week and hours of operation that patrons' dogs will be permitted in the designated outdoor area. (f) All application materials shall contain the appropriate Division-issued license number for the subject public food service establishment. (q) Payment of a nonrefundable annual application fee in the amount of$100.00. C. General regulations; cooperation; enforcement. (1) In order to protect the health, safety, and general welfare of the public, and pursuant to section 509.233, Florida Statutes, all Permits issued pursuant to this part are subject to the following requirements: (a) All public food service establishment employees shall wash their hands promptly after touching, petting, or otherwise handling any dog. Employees shall be prohibited from touching, petting, or otherwise handling any dog while serving food or beverages or handling tableware or before entering other parts of the public food service establishment. (b) Patrons in a designated outdoor area shall be advised that they should wash their hands before eating. Waterless hand sanitizer shall be provided at all tables in the designated outdoor area. (c) Employees and patrons shall be instructed that they shall not allow dogs to come into contact with serving dishes, utensils, tableware, linens, paper products, or any other items involved in food service operations; provided, however, that dishes specifically dedicated for use by dogs shall be permitted. (d) Patrons shall keep their dogs on a leash at all times and shall keep their dogs under reasonable control. (e) Dogs shall not be allowed on chairs, tables, or other furnishings. (f) All table and chair surfaces shall be cleaned and sanitized with an approved product between the seating of patrons. Spilled food and drink shall be removed from the floor or ground between the seating of patrons. (g) Accidents involving dog waste shall be cleaned immediately and the area sanitized with an approved product. A kit with the appropriate materials for this purpose shall be kept within ten (10) feet of the designated outdoor area. (h) At least one sign reminding employees of the applicable rules, including those contained in this part, and those additional rules and regulations, if any, included as further conditions of the Permit by the Department, shall be posted in a conspicuous location frequented by employees within the public food service establishment. The mandatory sign shall be not less than eight and one- half inches in width and 11 inches in height and printed in an easily legible typeface of not less than a 20 point font size. (i) At least one sign reminding patrons of the applicable rules, including those contained in this part, and those additional rules and regulations, if any, included as further conditions of the Permit by the Department, shall be posted in a conspicuous location within the designated outdoor portion of the public food service establishment. The mandatory sign shall be not less than eight and one-half inches in width and 11 inches in height and printed in an easily legible typeface of not less than 20-point font size. (j) At all times while the designated outdoor portion of the public food service establishment is available to patrons and their dogs, at least one sign shall be posted in a conspicuous and public location near the entrance to the designated outdoor portion of the public food service establishment, the purpose of which shall be to place patrons on notice that the designated outdoor portion of the public food service establishment is currently available to patrons accompanied by their dog or dogs. This sign must include notice to all patrons advising that dogs who have been classified as "dangerous dogs", as defined by section 767.11, Florida Statutes, or dogs for whom Orange County Animal Services Division has a record of propensity towards aggressive behavior, shall not be permitted within any portion of the public food services establishment. The mandatory sign shall be not less than eight and one-half inches in width and 11 inches in height and printed in an easily legible typeface of not less than 20-point font size. (k) A public food service establishment shall report to Orange County's Animal Services Division and the Department, any and all incidents in which, while on the premises of the public food service establishment, a dog bites, attacks, endangers, and/or inflicts any injury upon any patron or employee of the food service establishment, or inflicts any injury upon any other live animal on the premises of the public food service establishment, whether the live animal is of a domesticated nature or not. (I) Dogs shall not be permitted to travel through indoor or undesignated outdoor portions of the public food service establishment, and ingress and egress to the designated outdoor portion of the public food service establishment shall not require entrance into or passage through any indoor or undesignated outdoor portion of the public food service establishment. (2) A Permit issued pursuant to this part shall not be transferred to a subsequent owner upon the sale or transfer of a public food service establishment and shall expire automatically upon such sale or transfer. A subsequent owner shall be required to apply for a Permit pursuant to this part if the subsequent owner wishes to accommodate patrons' dogs. (3) In accordance with section 509.233(5), Florida Statutes, the Department shall accept and document complaints related to the dog friendly dining program within the City of Ocoee, Florida, and shall timely report to the Division all such complaints and the city's enforcement response to such complaint. The Department shall also timely provide the Division with a copy of all approved applications and permits issued pursuant to this part. (4) The provisions of this Section may be enforced by code enforcement or law enforcement personnel. Any public food service establishment that fails to comply with the requirements of this Section shall be guilty of violating the City of Ocoee Code and shall be subject to all enforcement proceedings provided in general law and in the City of Ocoee Code, including Chapter 7, Code Enforcement action, Section 1-12, penalties for offenses and Chapter 16, Violations. If a violation is deemed to be a public nuisance or a public safety issue, the City may seek injunctive or declaratory relief or other civil remedy. Remedies may include fines, in accordance with Chapter 16 Fine and Fee schedule, as amended, penalties, and/or a revocation of a Permit and nonrenewal of a Permit. Each day a violation exists it shall constitute a new and separate offense. SECTION 3. Severability. If any section, subsection, sentence, clause, phrase or portion of this Ordinance is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision and such holding shall not affect the validity of the remaining portion hereto. SECTION 4. Codification. It is the intention of the City Commission of the City that the provisions stated in this Ordinance shall become and be made a part of the Code of Ordinances of the City; and that sections of this Ordinance may be renumbered or re-lettered and the word "ordinance" may be changed to "chapter," "section," "article," or such other appropriate word or phrase in order to accomplish such intentions; and regardless of whether such inclusion in the Code is accomplished, sections of this Ordinance may be renumbered or re-lettered and the correction of typographical errors which do not affect the intent may be authorized by the City Manager, without need of public hearing, by filing a corrected or recodified copy of same with the City Clerk. SECTION 5. Effective Date. This Ordinance shall become effective immediately upon passage and adoption. PASSED AND ADOPTED this day of , 2019. APPROVED: ATTEST: CITY OF OCOEE, FLORIDA Melanie Sibbitt, City Clerk Rusty Johnson, Mayor (SEAL) ADVERTISED , 2019 READ FIRST TIME , 2019 READ SECOND TIME AND ADOPTED , 2019 FOR USE AND RELIANCE ONLY BY UNDER AGENDA ITEM NO. THE CITY OF OCOEE, FLORIDA; APPROVED AS TO FORM AND LEGALITY a this day of , 2019. SHUFFIELD, LOWMAN & WILSON, P.A. By: City Attorney ITEM NUMBER IV. B. PUBLIC HEARING CLRM PUD 1 . ANNEXATION 2. LARGE SCALE COMPREHENSIVE PLAN AMENDMENT 3. REZONING TO PUD Mayor Commissioners Rusty Johnson4_04 Larry Brinson Sr., District 1 Rosemary Wilsen, District 2 City Manager - Richard Firstner, District 3 Robert Frank �) ( 4 George Oliver III, District 4 Florida STAFF REPORT TO: The Planning and Zoning Commission FROM: Michael Rumer, City Planner DATE: April 9, 2019 SUBJECT: CLRM PUD ANNEXATION #AX-09-18-77 LARGE SCALE COMPREHENSIVE PLAN AMENDMENT# CPA-2018-008 REZONING TO PUD AND PUD LAND USE PLAN - PROJECT# RZ-18-09-15 ISSUE: Should the Planning & Zoning Commission recommend approval of the Annexation, Large Scale Comprehensive Plan Amendment from "Orange County" Rural Settlement 1/5 to "City of Ocoee" Low-Density Residential, and Rezoning to Planned Unit Development (PUD)? BACKGROUND: The subject site is approximately 212.3 acres in size and is generally located south of E. McCormick Rd and west of N. Apopka Vineland Rd. The subject site parcel ID number is 33-21- 28-0000-00-007, 33-21-28-0000-00-020, & 34-21-28-0000-00-022. The subject site is developed with two single-family dwellings, built in 1935 and 1975 and two warehouses built in 1939. The parcel also contains a landing strip. The parcel is currently zoned "Orange County" Agriculture (A-1) and has a "Orange County" rural settlement 1/5 Land Use designation. The table below references the future land uses, zoning classifications, and existing land uses of the surrounding parcels: The future land use & requested initial zoning classification of the subject property: CURRENT PROPOSED Jurisdiction/Zoning City of Ocoee/"A-1" City of Ocoee/"PUD" Classification "Agriculture" "Planned Unit Development" The Planning and Zoning Commission Meeting Date April 9,2019 Page 2 of 2 The current future land use and zoning classifications of the surrounding properties: Direction Future Land use Zoning Classification Existing Land Use North Orange County/ Orange County/ P-D, and A- Single-Family Planned Development 1 Dwelling / & Rural 1/5 Undeveloped East Orange County/ Low Orange County P-D, A-1, & West Orange Trail / Density Residential R-T-2 N Apopka Vineland South City of Ocoee / Low City of Ocoee/"R-1AA" West Orange Trail / Density Residential Forest Trails Subdivision West Orange County Rural A-1 Single-family 1/5 Dwellings DISCUSSION: The subject site is located in Orange County and was located outside the Joint Planning Area (JPA) between Orange County and the City of Ocoee. The JPA has since expired. The project proposes 381 units on 193.22 acres which is a density of 1.8 dwelling units an acre. Proposed open space is 68.68 acres which does not include the areas around the ponds. Please See the Annexation, Comprehensive Plan and Rezoning Amendment Package document prepared March 5, 2019. The following table depicts the impacts the proposed development has on public facilities: Public Facility Existing Zoning Proposed Development Net Impact (A-1) (PUD 2 SFR 381 units) Water (300 ERU) 600 gpd 114,300 gpd 113,700 gpd (Orange Count Sewer (270 ERU) 540 gpd 102,870 gpd 102,330 gpd Orange Count Traffic ADT 14 1,999 1,985 additional tries Utilities: The site is located within Orange County's utility service area and is proposing to connect to public utilities for water and sewer. Their nearest water main is a 12"PVC along N. Apopka Vineland Road and a 24"DIP water main across the street on E. McCormick Road. There is a 30" PCCP force main and additional force main 2,700 feet west on E. McCormick Road. Transportation /Traffic: The proposed project will access McCormick Road via two entrance points. The project will generate 3,014 ADT with 313 in the PM peak hour. McCormick Road is programmed to hold 14,800 ADT. The Orange County traffic counts held in 2017 numbered 4,076 ADT. • The Planning and Zoning Commission Meeting Date April 9,2019 Page 3 of 2 Schools: A School Concurrency informal review found the project will have to mitigate for Elementary and Middle School students. The project will generate around 72 new Elementary students, 36 middle school students, and 49 High School Students. Public Safety: The nearest Fire Department is Station 4 located 1500 N. Clarke Road which is approximately 3.3 miles from the property. The estimated response time is less than 5 minutes. The Police Sub Station is located 4.3 miles from the subject property. The estimated response time is under 5 minutes. The City utilizes traffic patrol zones which will enable faster response times. Drainage: The subject site is located within the Apopka Drainage Basin and therefore, must meet the requirements of Section 11.7 (a) SJRWMD Management and Storage of Surface Water Handbook and Wekiva Study Area BMP's. Design of the drainage system will be evaluated in more detail prior to final engineering approval. Recreation and Open Space: No impacts on recreation facilities are proposed. The applicant will be required to provide thirty- five (35) percent open space per the adopted Wekiva Study Area requirements. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on Tuesday, January 29, 2019. The DRC made a recommendation of approval for the Annexation, Large Scale Comprehensive Plan Amendment and Rezoning. STAFF RECOMMENDATION: Staff recommends that the Planning & Zoning Commission acting as the Land Planning Agency recommend approval of the Large-Scale Comprehensive Plan Amendment "Orange County" Rural Settlement 1/5 to "City of Ocoee" Low Density Residential, and Rezoning to Planned Unit Development (PUD). Attachments: Location Map, Zoning Map, Existing Future Land Use Map, Proposed Future Land Use Map, Aerial, Annexation Feasibility, Proposed PUD Land Use Plan date stamped March 5,2019, Transportation Facilities Analysis Dated March 2019. School Determination OCE-19-001 100 E. Mccormick Road (GERM PUD) Location Map Mccormick Al N ��i��1!!!!!!!!!!� ■!!!!!!■ N Ocoee Community Development Department 1 inch = 1,729.213668 feet 580290 0 580 1,160 1,740 Feet Printed: January 2019 13Subject Property Unincorporated Territory ®and Other Municipalties Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R -1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT -1) Professional Offices & Services (P -S) Neighborhood Shopping (C-1) Community Commercial (C-2) =General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) =General Industrial (1-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) Unclassified Lakes and Water Bodies CLRM PUD Surrounding Zoning Map W h�-� - np► — �omn ■ Tal Maple rn y U ` d Majestic Elrn C7 v c o Y � 01 Lumberjack � . .. L�Cunard I iPr . Gilliam 11 Ocoee f — . Ocoee Development Services Department 0 245 490 980 Feet Created: January 2019 13Subject Property Unincorporated Territory ® and Other Municipalties Low Density Residential Medium Density Residential High Density Residential W Professional Offices and Services ® Commercial Light Industrial Heavy Industrial Conservation/Floodplains Recreation and Open Space Public Facilities/Institutional Lakes and Water Bodies Future Land Use Map CLRM PUD TROUTLAKE l I 1— LAKE CORA :I ,iii 1 � �� /11111111 \IE�STT�III\ +��111111�1 \�!!��!►� il� C�II67GLL \= IN 111171 WE \� TA CLRM PUD Proposed Lage-Scale Comprehensive Plan Amendment ,,AV Future Land Use Map 10 Ocoee f I o r i d a Ocoee Community Development Department Printed: March 2019 end Lakes and Water Bodies Parcels Low Density Residential After Proposed Annexation Expressways ROW's Low Density Residential Medium Density Residential High Density Residential Professional Offices and Services Commercial Light Industrial Heavy Industrial Conservation/Floodplains Recreation and Open Space Public Facilities/Institutional Road Right -of -Way Lakes --Natural Water Bodies Unincorporated Territory r " r ._11111111111= � i ,�;�,� � 11111111111 � Illllllli � � Annexation, Comprehensive Plan and 11 &pop we• Ocoee, Florida December 21, 2018 REVISED March 5, 2019 POULOSSCRENNETT 2602 E. LMngston Street I Orlando, Florida 32803 1 TeL 407.487.2594 1 www.poulosandbennetLcom FBPE Certificate of Authorization No. 2856 Fmo Section 1 Application Documents Annexation & Initial Rezoning Application Annexation Hold Harmless Agreement Comprehensive Plan Amendment Application Agent Authorization Form Warranty Deed Property Appraiser Information Boundary Survey Section 2 Comprehensive Plan Amendment Background Data Existing Conditions Statement of Intended Use Section 3 justification Section 4 Compatibility Analysis Section 9 Public Facilities Analysis Transportation Solid Waste Recreation Schools Water/Wastewater Section 6 Maps Map 1: General Location Map 2: Aerial Map 3: Existing Future Land Use Map 4: Proposed Future Land Use Map 5: Existing Zoning Map 6: Proposed Zoning Map 7: Soils Map 8: Topography Map 9: Floodplain Map 10: Wetlands Section 7 Appendices Planned Unit Development Land Use Plan Home Elevations Environmental Assessment Utility Availability Letter OCPS Informal School Capacity Determination SECTION 1: APPLICATION DOCUMENTS 1. Annexation & Initial Rezoning Application 2. Annexation Hold Harmless Agreement 3. Comprehensive Plan Amendment Application 4. Agent Authorization 5. Warranty Deed 6. Property Appraiser Information 7. Boundary Survey ANNEXATION .AND INITIAL REZONING APPLICATION 14M 4�/ ocoee florldo APPLICATION FOR ANNEXATION AND INITIAL ZONING Development Services — Planning Division 150 N. Lakeshore Drive I Ocoee, FL 34761 Phone: 407.905.3157 1 Fax: 407.905.3158 PROJECT NUMBER: AX PROJECT NAME: CLRM Received Date — Office Use Only RZ DATE RECD: ACTION REQUESTED: Annexation, Comprehensive Plan Amendment and Rezoning Amendment 381 ACREAGE: 193.22 #OF LOTS: (based on Concept Plan) ZONING REQUESTED: APPLICANT'S NAME: DR Horton, Inc. APPLICANT'S ADDRESS: 6200 Lee Vista Blvd., Suite 400, Orlando, FL 32822 PUD - LD TELEPHONE NUMBER: —(407) 856-6039 E-MAILADDRESS: DAustin@drhorton.com r # E OWNER'S ADDRESS: PHONE NUMBER: CLRM Investment Co. PO Box 2635 Winter Park, FL 32790 • INVOICES WILL BE SENT TO: [ ] OWNER OR [A APPLICANT PROPERTY LOCATION: 44 W. McCormick Rd.; 100 E McCormick Rd.; 9201 Trout Lake Rd. PROPERTY TAX ID. NO(S): 33-21-28-0000-00-007, 34-21-28-0000-00-022 & (a portion ol) 33-21-28-0000-00-020 • LEGAL DESCRIPTION: ALL APPLICATIONS FOR SUBDIVISION OR SITE PLAN REVIEW MUST PROVIDE THREE (3) EXECUTED, CERTIFIED AND SEALED BOUNDARY SURVEYS FOR THE SUBJECT PARCEL, WHICH SHALL INCLUDE A METES -AND -BOUNDS LEGAL DESCRIPTION. ATTACH SURVEY WITH FULL LEGAL DESCRIPTION AS EXHIBIT. Form 18A 1 ANNEXATION AND INITIAL REZONING APPLICATION PRESENT ZONING: "County" A-1 PRESENT DESIGNATION ON OCOEE FUTURE LAND USE MAP: None DEVELOPMENT HISTORY/OTHER INFORMATION: NUMBER OF EXISTING BUILDINGS AND EXISTING LAND USE OF THE SUBJECT PARCEL: The site contains a single-family residence and a warehouse. _ HOW WILL THE FOLLOWING ESSENTIAL SERVICES BE PROVIDED? A. POTABLE WATER: City of Ocoee Utilities B. WASTEWATER TREATMENT: City of Ocoee Utilities C. STORMWATER MANAGEMENT: D. RECREATION: Recreational amenities will be provided as part of the development. E. SCHOOLS AND PROJECTED NUMBER OF SCHOOL AGE CHILDREN: Prairie Lake E.S. - 72 new students; Ocoee M.S. - 36 new students; Wekvia H.S. - 49 new students. APPLICATION MADE TO OCPS? An informal school capacity determination will be made to OCPS. F. TRANSPORTATION: (A traffic study may be required.) A traffic study is enclosed with this application pacakge. • IF AN ANNEXATION, APPLICANT SHALL SUBMIT WITH APPLICANT FULLY EXECUTE AND NOTARIZED ANNEXATION AND INITIAL ZONING HOLD HARMLESS AGREEMENT. • APPLICANT SHALL SUBMIT A CITY OF OCOEE OWNER'S AFFIDAVIT WITH APPLICATION. • INCOMPLETE APPLICATIONS WILL BE DEEMED INSUFFICIENT AND MAY BE REJECTED WITHOUT REFUND OF THE APPLICATION FEE. THE CITY MAY REQUIRE ADDITIONAL INFORMATION IF IN THE CITY'S SOLE DISCRETION ADDITIONAL INFORMATION (INCLUDING, BUT NOT LIMITED TO, TRAFFIC STUDIES) IS NEEDED IN ORDER TO EVALUATE THE APPLICATION FOR COMPLIANCE WITH THE OCOEE COMPREHENSIVE PLAN AND LAND DEVELOPMENT CODE. Form 18A Page 2 ANNEXATION AND INITIAL REZONING APPLICATION • APPLICANT SHALL PAY SUCH ADDITIONAL DEVELOPMENT REVIEW FEES AS MAY BE REQUIRED BY ARTICLE I, SECTION 1-12 OF THE LAND DEVELOPMENT CODE. "REVIEW COSTS" SHALL MEAN AND REFER TO THE COSTS AND EXPENSES INCURRED BY THE CITY IN CONNECTION WITH THE REVIEW AND PROCESSING OF AN APPLICATION, INCLUDING BUT NOT LIMITED TO CITY ATTORNEY'S FEES AND COSTS AND LEGAL, CONSULTANT AND ENGINEERING FEES AND COSTS, AND ALL ADVERTISING COSTS; PROVIDED, HOWEVER, THAT REVIEW COSTS SHALL NOT, INCLUDE (I) THE COST OF CITY STAFF FROM TIME DEDICATED TO THE REVIEW AND PROCESSING AN APPLICATION, AND (11) CITY ATTORNEY, LEGAL, CONSULTANT AND ENGINEERING FEES AND COSTS INCURRED BY THE CITY IN REVIEWING AND PROCESSING AN APPLICATION WHICH ARE EXPRESSLY INCLUDED WITHIN THE FLAT FEE PURSUANTTO THE PROVISIONS OF SECTION 1-12.C.2 HEREOF. • BY SIGNING THIS APPLICATION, I AM PROVIDING MY WRITTEN CONSENT FOR THE SUBJECT PROPERTY TO BE ASSESSED FOR ANY AND ALL CITY --WIDE NON --AD VALOREM ASSESSMENTS LEVIED BY THE CITY OF OCOEE AS OF THE DATE THIS PROPERTY IS ANNEXED INTO THE CITY'S BOUNDARIES. • I CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AT THE TIME OF APPLICATION: APPLICANT SIGNATURE DATE Ckvl'�>Lykor Wrevm 8pj4orlv�\ I Form 18A Page 3 ANNEXATION AND INITIAL REZONING APPLICATION CITY OF OCOEE OWNER'S AFFIDAVIT STATE OF AlAA COUNTY OF A'M yf e Before me, the undersigned personally appeared Rt-f,12a 94Rr4A7 who being first duly sworn on oath, depose(s) and say(s): 1. That they/she/he are%is the fee -simple owner(s) of the property legally described in this application and that the attached ownership list is made a part of the affidavit and contains the legal description(s) for the real property, and the names and mailing addresses of all owners having an interest in said land. 2. That they/She/he desire(s) Annexation, comprehensive Pian Amendment and Rezoning Amendments (specify action sought) for said property. D.R. Horton & 3. That they/she/he/ have/has appointed Kathy Hattaway/Poulos & Bennett, LLC (specify himself or agent) to act as the Owner's Authorized Agent to represent the Owner in connection with the proposed action and the real property described in this application. 4. That they/she/he agree to be bound by the actions of the Owner's Authorized Agent designated in Paragraph 3 above and the Ocoee Land Development Code. S. That they/she/he affirm(s), certif(y)(ies) and will comply with all ordinances, regulations and provisions of the City Code of the City of Ocoee, and that all statements and diagrams submitted herewith are true and accurate to the best of their/his/her knowledge and belief and further, that this application and attachments shall become part of the official records of the City of Ocoee, and are not returnable. 6. That the accompanying adjacent property owners list is, to the best of their/her/his knowledge, a complete and accurate list of the owner's names and mailing addresses for all property lying within three hundred (300) feet of the perimeter of the subject parcel, as recorded on the latest official Orange County Tax Rolls. 7. That prior to the public hearing, if applicable, signs will be prominently posted on the subject parcel not less than seven (7) days before the application will be considered by the Planning and Zoning Board or the Board of Adjustment, and will remain posted until final determination, after which time the notices are to be removed and -destroyed. Owner's Si nature Print Name: 10(go/t/ Sworn to and subscribed before me this IL day oft e bPi 20 _jam, byyK.,(ki .who is personally know to me or who produced as identification, and who took an oath. Form 18A Page 4 AN ATtO AND tNITIAL REZONtN APPLI TION Notary Pub Print Name: / My commission expires: iNotary PuWlo State of Florida DEBORAH M TAYLOR My commission GG 130808 }a* Expires e.09N9t2021 Form 18A Page 5 ANNEXATION AND INITIAL REZONING APPLICATION — /Z&j5�n A dj�� Owner's Sig ature Print Name:l�f?�/+!!`c-"Aie�� Sworn to and subscribed before me this day of 20 g by z>1 9.C"40rwho is personally knovr time or who roduced as identification, an who took an oath. Notary Pubic Print Name" 0 f -ah M. My commission expires: qfl I—,iCzj +,/�M/WWW'W ON Notary Put�fio State of Florida -AP is DE90RAH M TAYLOR ` My Commission GG 130606 * Expires09t1ti/2021 Owner's Signature Print Name: Sworn to and subscribed before me this _ day of .20 , by . who is personally know to me or who produced as identification, and who took an oath. Notary Public Print Name: My commission expires: Owner's Signature Print Name: Sworn to and subscribed before me this _ day of '20 , by , who is personally know to me or who produced as identification, and who took an oath. Notary Public Print Name: My commission expires: Form 18A Page 6 ANNEXATION AND INITIAL REZONING APPLICATION OWNERSHIP LIST OWNER'S NAME: CLRMInvestment Co. OWNERSHIP INTEREST: MAILING ADDRESS: PO Box 2635 Winter Park, FL 32790 LEGAL DESCRIPTION: (See attached for legal description.) PARCEL TWO: OWNER'S NAME: CLRK8Investment Co. OWNERSHIP INTEREST: MAILING ADDRESS: LEGAL DESCRIPTION: PO Box 2635 Winter Park, FL 32790 Parcel ID # 33-21-28-0000-00-020 (portion) (See attached for legal description.) Form 18A Page ANNEXATION AND INITIAL REZONING APPLICATION PARCEL THR-EE: OWNER'S NAME: CLRIVI Investment Co. MAILING ADDRESS: PO Box 2635 Winter Park, FL 32790 LEGAL DESCRIPTION: Parcel ID # 34-21-28-0000-00-022 (See attached for legal description.) * NOTE: ATTACH ADDITIONAL SHEETS IF MORE THAN THREE PARCELS. Form 18A Page 8 ANNEXATION AND INITIAL REZONING APPLICATION CITY OF OCOEE PLANNING DEPARTMENT VERIFIED LEGAL DESCRIPTION FORM The following legal description has been prepared by and submitted to the City Planning Division for verification. Signature Date APPLICATION REQUEST (OFFICE USE ONLY): FILE NO: LEGAL DESCRIPTION (TO BE TYPED BY APPLICANT): PARCEI-1: BEGIN AT THE BE CORNER OF THE NE 1/4 OF SECTION 33, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, RUN NORTH 253.35 FEET, WEST 11 CHAINS (726 FEET), THENCE SOUTH 253.35 FEET, THENCE EAST I I CHAINS (726 FEET) TO THE POINT OF BEGINNING. PARCEL2: THE SW 1/4 OF THE NW 114 OF SECTION 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, LESS ROAD ON NORTH. PARCELS: THE NE 114 OF THE BE 114 OF SECTION 33, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, (LESS THAT PART LYING SOUTH OF THE SEABOARD COAST LINE RAILROAD) AND LESS RAILROAD RIGHT-OF-WAY. LESS & EXCEPT: A PORTION OF PARCEL 3 A PORTION OF THE NE 114 OF THE SE 1/4 OF SECTION 33, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, BEINGMORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE BE CORNER OF THE NE 114 OF SECTION 33, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; THENCE ALONG THE NORTH LINE OF THE SOUTHEAST QUARTER (SE114) OF SAID SECTION 33, RUN NORTH 89.17'29- WEST, A DISTANCE OF 725.86 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID NORTH SECTION LINE NORTH 89"17'29" WEST, A DISTANCE OF 603.63 FEET TO A POINT ON THE WEST LINE OF SOUTHEAST QUARTER (SEI/4) OF SAID SECTION 33; THENCE ALONG SAID WEST SECTION LINE, RUN SOUTH 00*11'06" WEST, A DISTANCE OF 1,400.31 FEET, THENCE DEPARTING WEST SECTION LINE, RUN SOUTH 89'3936" EAST, A DISTANCE OF 246.28 FEET TO A POINT ON A NON TANGENT CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 1,304.74 FEET, A CENTRAL ANGLE OF 17°02'08" AND A CHORD DISTANCE OF 386.51 FEET WHICH BEARS NORTH 67*1 T34" EAST; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 387.93 FEET TO A POINT OF NON TANGENCY; THENCE NORTH 00'14'35" EAST, A DISTANCE OF 1,245.11 FEET TO THE POINT OF BEGINNING, CONTAINING 812,433 SQUARE FEET OR 18,651 ACRES, MORE OR LESS. PARCEI-4: THE N 1/2 OF THE SW 114 OF SECTION 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, (LESS THAT PART LYING SOUTH OF THE SEABOARD COAST LINE RAILROAD) AND LESS RAILROAD RIGHT-OF-WAY. Form 18A Page 9 ANNEXATION AND INITIAL REZONING APPLICATION CITY OF OCOEE PLANNING DEPARTMENT VERIFIED LEGAL DESCRIPTION FORM The following legal description has been prepared by and submitted to the City Planning Division for verification. Signature Date APPLICATION REQUEST (OFFICE USE ONLY): FILE NO: LEGAL DESCRIPTION (TO BE TYPED BY APPLICANT): BEGIN AT THE NW CORNER OF THE SE 1/4 OF SECTION 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, RUN EAST 534.85 FEET MORE OR LESS TO THE WESTERLY RIGHT OF WAY LINE OF THE CLARCONA-APOPKA ROAD (STATE ROAD S-435), THENCE SOUTH 5- EAST ALONG SAID RIGHT OF WAY LINE 778-85 FEET MORE OR LESS TO THE NORTH RIGHT OF WAY LINE OF THE SEABOARD COAST LINE RAILROAD, THENCE SOUTHWESTERLY ALONG SAID RAILROAD RIGHT OF WAY LINE TO THE WEST LINE OF NW 114 OF SE 1 /4, THENCE NORTH TO THE POINT OF BEGINNING; LESS PARCELS A, B & C DESCRIBED BELOW: A) FROM THE NW CORNER OF THE BE 114 OF SEC- 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, RUN EAST 534.85 FEET MORE OR LESS TO THE WESTERLY RIGHT OF WAY LINE OF THE CLARCONA-APOPKA ROAD, THENCE SOUTH S' EAST ALONG SAID ROAD RIGHT OF WAY LINE 778.85 FEET MORE OR LESS TO THE NORTH RIGHT OF WAY LINE OF THE SEABOARD COAST LINE RAILROAD FOR THE POINT OF BEGINNING; RUN THENCE NORTH 5' WEST ALONG SAID WESTERLY RIGHT OF WAY LINE OF THE CLARCONA-APOPKA ROAD A DISTANCE OF 138 FEET, THENCE WEST 120 FEET, THENCE SOUTH S'EAST TO SAID RAILROAD RIGHT OF WAY LINE, THENCE NORTHEASTERLY ALONG THE RAILROAD RIGHT OF WAY LINE TO THE POINT OF BEGINNING; B) THAT PART DEEDED TO ORANGE COUNTY RECORDED IN BOOK 3921, PAGE 115; C) THAT PART DEEDED TO ORANGE COUNTY RECORDED IN BOOK 4934, PAGE 4821. BEGINNING AT THE SWCORNER OF THE BE 1/4 OF THE NW 114 OF SECTION 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; THENCE RUN EAST 1850 FEET MORE OR LESS TO THE WEST SIDE OF THE ROAD CONNECTING CLARCONA WITH APOPKA; THENCE NORTHERLY ALONG THE WEST SIDE OF SAID ROAD 885 FEET MORE OR LESS, TO THE SOUTH LINE OF LAND$ NOW OR FORMERLY BELONGING TO ONE"CUMBIE" OR *CUMBER"; THENCE WEST 1000 FEET; THENCE NORTH 435 FEET, MORE OR LESS TO THE NORTH LINE OF THE SAID SE 1/4 OF THE NW 114 OF SAID SECTION 34, THENCE WEST 840 FEET MORE OR LESS TO THE NW CORNER OF THE BE 1/4 OF: THE NW 1/4 OF SECTION 34; THENCE SOUTH 1320 FEET MORE OR LESS TO THE POINT OF BEGINNING, LESS ROAD ON NORTH. Form 18A Page ANNEXATION HOLD HARMLESS AGREEMENT ANNEXATION AND INITIAL ZONING OrHOLD HARMLESS AGREEMENT r Development Services — Planning Division ocoee 1SON.Lakeshore Drive | Ocoee, FL347G1 florida Phone: 407.905.3157 1 Fax: 407.905.3158 ReceixedDate—Offic Use Only This Agreement, H day of whose mailing address hereinafterrefe�ed to as "Applicant") for the benefit of the CITY OF OCOEE, a municipal corporation existing under the laws of the State of Florida, whose address is 1SUNorth Lakeshore Drive, Ocoee, Florida 34761 (hereinafter referred to as "City"). WHEREAS, Applicant warrants that it holds legal title tothat certain land situated in Orange County, Florida, described |nExhibit "A"attached hereto (hereinafter referred toasthe " and WHEREAS, pursuant toSection 171.O44,Florida Statutes, Applicant has petitioned the City for annexation of the Property into the corporate limits of the City of Ocoee and has also petitioned for the establishment nfaDInitial zoning classification for the Property, said petitions have been identified for reference bvthe City as Case No. ("the Petition"); and WHEREAS, the Applicant is executing this Annexation and Initial Zoning Hold Harmless Agreement in order to induce the City to process and consider the Petition; and WHEREAS, the Applicant acknowledges that the City would not process and consider the Petition but for the execution and delivery of this Agreement to the City. NOW, THEREFORE, for and in consideration of the premises contained herein, and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknoWedged, the parties agree Bsfollows: 1. The above recitals are true and correct and are incorporated herein by reference. 2. Applicant hens6v agrees to indemnify the City ofOcoee, and each Commissioner and employee thereof (an "Indemnitee"), and agrees to save, defend and hold each Indemnitee free and harmless from and against any and all liabilities, claims, demands, losses, expenses, damages, Ones, fees' penalties, suits, proceedings, actions and costs ofact|VnS, Sanctions asserted by or on behalf of any person or governmental authority and other liabilities (whether legal or equitable in nature, and including, without limitation, court costs and reasonable attorneys'fees)t0which any Indemnitee may be subject or incur, arising out of, couswd by, or otherwise relating to (i) the Petition, Ai\the annexation ofthe Property inthe City ofOcoee.Uii\any challenge tothe initial zoning of the Property, and/or (iv) in the event Applicant simultaneously petitions the City for aComprehensive Plan Amendment, any challenge to the Comprehensive Plan Amendment requested by Applicant. in the event of any claim, demand, suit, proceeding orother action arising out of, caused by, or otherwise related to (i) the Petition, (ii) the annexation of the Property into the City of Ocoee;(iii) any challenge to the initial zoning of the Property, and/or (iv) in the event Applicant simultaneously the City for a Comprehensive Plan Amendment, any challenge tothe Comprehensive Plan Amendment requested by Applicant, the Applicant agrees that the City shall ANNEXATION AND INITIAL ZONING HOLD HARMLESS AGREEMENT the Applicant will be obligated to reimburse the City on a monthly basis for all reasonable fees and costs, includingattorney's fees and costs onappeal, incurred hvthe City inconnection therewith, The Applicant acknowledges that this Agreement does not obligate the City to defend any such action or give the Applicant any rights with respect to the conduct of such action by the City. 4. This Agreement shall run with the Property and be binding upon the Applicant, its heirs, personal representatives, successors and assigns endthesuccessors-in'interesttnthe400DcantofoUoranyuortion of the Property. This Agreement shall inure to the benefit of the City and each Indemnitee. S. Nothing contained herein shall |irnb the right of the City to prescribe other reasonable conditions to be complied with by Petitioner prior or subsequent to annexation and initial zoning. 6. This Agreement and provisions contained herein shall begoverned hxand interpreted in accordance with the laws of the State of Florida. IN WITNESS WHEREOF, the Applicant has executed this Agreement as of the date and year first above (1) If the Applicant is an individual, use signature line and notary set forth below: Signed, Seal d and Delivered in th es n STATE OFFLORIDA APPLICANT(O R Name: foregoing acknowledged before me this � dayOf 0 11 VVI by mondid not take onoath and: /nustcheckopplicob/ebmx./ .Nris/are personally known to me. El produced acurrent Florida driver's license asidentification. 0 produced as identification. lNotary Seal must be affixedl xARLAn.:UsV*G NOTARY PUBLIC STaTsorFLORIDA Cnmm#GG,9B8Or -2 OL r. wevo L(V 3 Name of Notary (typed, Printed or Stamped) legible'PRMEIS'I'b� Expires 4/2412022 Commir* Ntqrrjrj |\ legible on seal): COMPREHENSIVE PLAN AMENDMENT APPLICATION AMENDMENT TO THE CITY OFOCOEE COMPREHENSIVE PLAN APPLICATION ���~������ Deve|opnnent5en�ces—Planning Dk�sion ^�x~v���"� ,|mriuo ' 15ON.Lakeshore Dh|xeOcoee, FL34761 Phone: 407.9O531571 Fax: 407.905.3158 /k.Applicant Information Received Date — Office U l. Applicant's Name: DR Horton, Inc. 2. Applicant's Address: O2OOLee Vista BNd. Suite 400, Odo 3. Applicant's Telephone Number: Q 4. Applicant's Facsimile Number: B. Property Owner's Information l. Property Owner's Name: CLRK8Investment Co. 2. Property Owner's Address: PO Box 2635 Winter Park, FL 32790 3. Property Owner's Telephone Number: 4. Property Owner's Facsimile Number: C. Subject Property Information 1. Location: 44 W. McCormick Rd.; 100 E McCormick Rd.; 9201 Trout Lake Rd. 2. Acreage VfProperty: 193.22 3. Current Use: Single-family residence and hangar & private air strip 4. Proposed Use: Residential develonnent 5. Existing Zoning: "County" A-1 6. Proposed Zoning: L 7. Existing Future Land Use Designation: "County" Rural Settlment 1/5 B. Proposed Future Land Use Designation: Residential 9. Does the Property Owner hold title to other property in the vicinity? No if so, where? 10. Has an amendment for the adjacent property been processed within the past two years? No AMENDMENT TOTH E CITY OF OCOEE COMPREHENSIVE PLAN D. Surrounding Property Information 1. Zoning: North: South: Z. Future Land Use: North: South: E. Required Submittals R-CE&PD East: PD&RT- R-1/VAA West: A - Rural ooumnnt1/o East: PD-RSn1 acon Low Density Res. West: Rural 1 X CompletedApplication Form 2. X Flat fee and review deposit 3. X CompletedOwner's Affidavit 4. X Completed Annexation and Initial Zoning Hold Harmless Agreement S. X CompletedApplicant's Acknowledgment b. X Location Map 7. X Legal description and boundary survey nfthe property 8. X Title certification complying with 177.041' FS.1 9. X 8list ofsurrounding property owners within ]OO'ofthe subject property, excluding right' of'vvaysand|akes. 10. Supplemental information as may be required from time to time to process the application. F. Available Facilities 1 Water ' 12^PVC water main along NApopka Vineland Rdand e24^DIP water main a. Nearest water main: across the street on E McCormick Rd. (OCU) b. Anticipated water demand: c Water capacity available: OCU I' Sewer 30^PCCPpressurized fonemminand additional pressurized force main io a. Nearest sewer main: 2,700 west along E McCormick Rd (OCU). b. Anticipated sewer demand: c Sewer capacity available: Capaity is available (from OCU). 3. Roads - a. Nearest roadway access: C|aronnoRd. and EMcCormick Rd. z This review does not guarantee capacity availability for public facilities orroads for the project. The applicant may reserve capacity for all public facilities and roads by obtaining a Capacity Reservation Certificate. 011 b. Anticipated trips per day: 1,999 Average DaiPMPeak Trips c. Roadway capacity available: 4. fire Service - a. Location ofnearest fire hydrant: b. Fire district: The nearest fire station to the subject site is Fire Station # 26 c. Estimated fire response time: d.Will any hazardous materials bestored here? 5. Police Service - a. Police service district: City of Ocoee Police Dept. (upon annexation) b. Estimated police response time: 6. Storm water Service: o. Location Ofsturmwaterretention pond: b. Existing stornnvvaterpond tobeused: c. New storrnxvater system to be built: /\ new stormwater will be provided on the site. d. Stornnvxaterwill behandled during DRC Revievv: 7. Solid Waste - a. Nearest solid waste dump: miles) b. Disposal capacity available: Disposal capacity is available. c. How will any hazardous waste be disposed: Notapplicable. 8. Recoeotiun' a. Anticipated recreation impact: 3.41 acres of additional b. Nearest park facility: C|anzono Horseman's Park AGENT AUTHORIZATION AMENDMENT TO THE CITY OF OCOEE COMPREHENSIVE PLAN G. Owner's Affidavit STATE OF: R d P1 C( CU COUNTY OF: (1 Before me, the undersigned personally appeared N Y Uh�.Ca r-#-er- ,who being first duly sworn on oath, depose(s) and say(s): 1. That they/she%he are/is the fee -simple owner(s) of the property legally described in this application. 2. That they/she%he desire(s) to apply for a small scale comprehensive plan amendment for said property. D.R. Horton & 3. That they/she/he have/has appointed Kathy Hattaway/Poulos & Bennett, LLC to act as the Owner's Authorized Agent to represent the Owner in connection with the proposed action and the real property described in this application. 4. That they/shejhe agrees to be bound by the action(s) of the Owner's Authorized Agent designated in paragraph 3 above and the Ocoee Land Development Code. 5. That they/shejhe affirm(s), certif(y)(ies) and will comply with all ordinances, regulations, and provisions of the City Code of the City of Ocoee, and that all statements and diagrams submitted herewith are true and accurate to the best of their/herjhis knowledge and belief and further, that this application and attachments shall become part of the official records of the City of Ocoee, and are not returnable. 6. That the accompanying adjacent property owners list is, to the best of theirjher/his knowledge, a complete and accurate list of the owner's names and mailing addresses for all property lying within three hundred feet (300') of the perimeter of the subject parcel, as recorded in the latest official Orange County Tax Rolls. 7. That prior to the public hearing, if applicable, signs will be prominently posted on the subject parcel not less than twelve (12) days before the application will be considered by the Planning and Zoning Commission or the Board of Adjustment, and will remain posted until final determination (City Commission adopted or denial), after which time the notices are to be removed and destroyed. Form 31 4 AMENDMENT TO THE CITY OF OCOEE COMPREHENSIVE PLAN Owls s Signature Sworn to and subscribed before me this I I day of Scokm!!!�--2oit by BH Ynh F„ CiV �'r , who is personally known to me or who produced as identification, and who took an oath. Notary Publ'i� v1 1C)r Print Name: , 'e My Commission Expires: C)7, ifNotary Public State of Florida NN DEBORAH M TAYLOR [NOT Commission GG 430606 or w Expires 09119*021 Owner's Signature Sworn to and subscribed before me this day of . by who is personally known to me or who produced as identification, and who took an oath. Notary Public Print Name: My Commission Expires: [NOTARIAL SEAL] Owner's Signature Sworn to and subscribed before me this day of , by who is personally known to me or who produced as identification, and who took an oath. Notary Public Form 31 5 AMENDMENTTO THE CITY OF OCOEE COMPREHENSIVE PLAN H. Owner Acknowledgment 1. 1, U ( Wyf 0 �3 acknowledge that the City of Ocoee may not defend any challenge to my proposed amendment and related development approvals, and that it may be my sole obligation to defend any and all actions and approvals which authorize the use or development of my property. Submission of this form initiates a process and does not imply approval by the City of Ocoee or any of its boards, commissions, or staff. (This authorization must be notarized.) 2 . I hereby represent that I have the lawful right and au t rity to file this application. 3. Signature of the authorized applicant: <name of applicant> Date: a - i,- 2U C 6s by 1 ! .._� tj✓`� +) -n (This section of the Acknowledgment must be completed by the notary.) State of: R. 0 e 11b ft County of: ()iC-AN G (, I HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State and County last aforesaid to take C to r WjN n r and who e ecuted the foregoing expressed therein and Form 31 acknowledgments, who produced personally appeared before me as identification and instrument freely and voluntarily for the uses and purposes acknowledged before me under oath that executed the same. WITNES my hand and official seal in the County and State last aforesaid this day of [NOTARIAL SEAL] y(ARLA R, GUEVAS �tAlNOTARYPUBLIG o�STATE OF FLORIDA aGornm# GG198967 Exp«'eS 412412022 V(). -- N ota ry Notary Ic P-- WfVA Printed Name Certificate Number: My commission expires: WARRANTY DEED OR Bk G4c3a �jORSOZ Orange Co FL 2-8158101 04/02/2002 10; 31:36am This Instrument was Prepared By: Rec 10.50 DSC .70 BYRON R. CARTER, Attorney at Law iK- P.O. Box 752 -Orlando, Florida 32802 y WARRANTY DEED THIS INDENTURE made as of the I -s -t7- day of Apr_ila, 2002 between BYRON R. CARTER and CHARLOTTE 0. CARTER, husband and wife whose post office address is P. 0. Box 752, Orlando, Florida 32802 of the County of Orange, State of Florida, grantors, and CLRM Investment Co., a Florida corporation, whose post office address is Post Office Box 752, Orlando, Florida 32802 of the County of Orange, State of Florida, grantee, WITNESSETH, that said grantors, for and in consideration of the sum of'.:.T.EN AND N01100 DOLLARS ($10.00) and other good and valuable considerations to said grantors in hand paid by said grantee, the receipt whereof is hereby acknowledged, have granted, bargained, and sold to the said grantee, its successors and assigns forever, the following described land, situate, lying and being in Orange County, Florida, to -wit: Begin at the SE corner of the NE4 of Section 33, Township 21 South, Range 28 East, run North 253.35 feet, West 11 chains (726 feet), thence South 253.35 feet, thence East 11 chains (726 feet) to the Point of Beginning. The SW 1/4 of the NW 1/4 of Section 34, Township 21 South, Range 28 East. The YE 1/4 of the SE 1/4 of Section 33, Township 21 South, Range 28 East (LESS that part lying South of the Seaboard Coast Line Railroad). The N 1/2 of the SW 1/4 of Section 34, Township 21 South, Range 28 East (LESS that part lying South of the Seaboard Coast Line Railroad). Begin at the NW corner of the SE 1/4 of Section 34, Township 21 South, Range 28 East, run east 534.85 feet more or less to the westerly right of way line of the Clarcona-Apopka Road (State Road S-435), thence South 5' East along said right of way line 778.85 feet more or less to the north right of way line of the Seaboard Coast Line Railroad, thence southwesterly along said railroad right of way line to the west line of NW 1/4 of SE 1/4 thence north to the point of beginning; LESS from the NW corner of the SE 1/4 of Sec. 34, Township 21 South, Range 28 East, run east 534.85 feet more or less to the westerly right of way line of the Clarcona-Apopka Road, thence South 5' East along said road right of way line 778.85 feet more or less to the north right of way line of the Seaboard Coast Line Railroad for the point of beginning-, run thence North 50 West along said westerly right of way line of the Clarcona-Apopka Road a distance of 138 feet, thence West 120 feet, thence South 5* East to said railroad right of way line, thence north-easterly along the railroad right of way line to the Point of Beginning. Beginning at the SW corner of the SE 1/4 of the NW 1/4 of Section 34, Township 21 South, Range 28 East, Orange County, Florida; thence run east 1850 feet more or less to the west side of the road connecting Clarcona with Apopka; thence Northerly OR Bk 649;R P1 a1904 orange Co FL 2002-0#58101 Recorded - Martha 0. Haynie along the west side of said road 885 feet more or less, to the South line of lands now or formerly belonging to one "Cumbie" or "Cumber"; thence West 1000 feet; thence North 435 feet, more or less to the North line of the said SE 1/4 of the NW 1/4 ofsaid Section 34, thence West 840 feet more or less to the NW corner of the SE 1/4 of the NW 1/4 of Section 34; thence South 1320 feet more or less to the point of beginning, containing -47 acres, more or less. Subject to taxes for the year 2002 and subsequent years; covenants, conditions, restrictions, easements, reservations and limitations of record, if any, but this reference thereto shall not serve to remimpose same. and said grantors do hereby fully warrant the title to said land, and will defend the same against lawful claims of all persons whomsoever. IN WITNESS WHEREOF, grantors have hereunto set their hand and seal the day and year first above written. Signed and sealed and delivered in o r presence�. (' McPherson s ame He e in 0 r presence "nc He e &�wr (Seal) /*Byrorf R. Carter 14 )�, fitness a e: 5tPAe�] 6r6-OeAC- Wi s Nam�anette C. McPhtbn(Seal) Char tte O. Carter Witness e: 5-wq � C-d,(4c State of Florida: County of Orange: The foregoing instrument was acknowledged before me this lst day of April, 2002 by Byron R. Carter and Charlotte 0. Carter, husband and wife, who are personally known by me. W COMWAN # DDW387 EMS 4 Public, State of Florida M Notary Printed Name:Z14/yrn My Commission Expires: PROPERTY APPRAISER INFORMATION Property Record Card for 282133000000007 Property Record - 33-21-28-0000-00- 007 Property Summary Property Name 44 W Mccormick Rd Names Cirm Investment Co Municipality ORG - Un -incorporated Property Use 9900 - Non -Ag Acreage Value and Taxes Historical Value and Tax Benefits Mailing Address Po Box 2635 Winter Park, FL 32790-2635 Physical Address 44 W Mccormick Rd Apopka, FL 32703 Orange County Property Appraiser - http://www.00pafl.org QR Code For Mobile Phone Tax Year Values Land Building(s) Featurs(s) Market Value Assessed Value 2016 1 FW -10 $52,750 + $0 + $0 = $52,750 (0%) $52,750 (0%) 2015 MM $52,750 + $0 + $0 = $52,750 (1.6%) $52,750 (1.6%) 2014 an $51,906 + $0 + $0 = $51,906 (.10%) $51,906 (.10%) 2013 MOM $51,854 + $0 + $0 = $51,854 (0%) $61,854 (0%) 2012 MM $51,854 + $0 + $0 = $51,854 $51,854 2016 Taxable Value and Estimate of Proposed Taxes Taxing Authority Assd Value Exemption Tax Value Millage Rate Taxes % Public Schools: By State Law (Rie) $52,750 $0 $52,750 4.5630 (-8.19%) $240.70 27% Public Schools: By Local Board $52,750 $0 $52,750 3.2480 (0.00%) $171.33 19% Orange County (General) $52,750 $0 $52,750 4.4347 (0,00%) $233.93 26% Unincorporated County Fire $52,750 $0 $52,750 2,2437 (0.00%) $118.36 13% Unincorporated Taxing District $52,750 $0 $52,750 1.8043 (0.00%) $95.18 11 % Library - Operating Budget $52,750 $0 $52,750 0.3748 (0.00%) $19.77 2% St Johns Water Management District $52,750 $0 $52,750 0.2885 (-4.57%) $15.22 2% 16.9570 $894.49 2016 Non -Ad Valorem Assessments Levying Authority Assessment Description Units Rate Assessment There are no Non -Ad Valorem Assessments Property Record Card for 282133000000007 Property Features ' Property Description BEG SE COR OF NE114 OF SECTION RUN N 253.35 FT W 11 CHS S 253.35 FT E 11 CHS TO POB IN SEC 33-21-28 Total Land Area 183,885 sqft (+/-) 1 4.22 acres (+I-) GIS Calculated Land Land Use Code Zoning Land Units Unit Price Land Value Class Unit Price Glass Value 9900 - Non -Ag Acreage A-1 4.22 ACRE(S) $12,500.00 $52,750 $0.00 $52,750 Buildings Extra Features Description Date Built Units Unit Price XFOB Value There are no extra features associated with this parcel Sales Sales History Salle Date Sale Amount Instrument # BooldPage Deed Code Seller(s) Buyer(s) Vacilmp 04/01/2002 $100 20020158101 06492 / 2903 Warranty Multiple Carter Byron R Clrm Investment Co Vacant Carter Charlotte 0 06/01/1975 $100 19750865602 0260011389 Warranty Deed Vacant Property Record Card for 282133000000020 Property Record - 33-21-28-0000-00• Orange County Property Appraiser http://~.ocpafl.org ago Property Summary Property Name 9201 Trout Lake Rd Mailing Address Names Po Box 2635 Cirm Investment Co Winter Park, FL 32790-2635 Municipality Physical Address ORG - Un -Incorporated 9201 Trout Lake Rd Property Use Orlando, FL 32818 9900 - Non -Ag Acreage �y�•, RY=. ka" � , sbvatr.y. h p Value and Taxes Historical Value and Tax Benefits QR Code For Mobile Phone 'Tax Year Values Land Bullding(s) Feature(s) Market Value Assessed Value 2016 0® $477,713 + $0 + $0 =$177,713 (0%) $177,713 (.85%) 2015 0= $177,713 + $0 + $0 =$177,713 (0%) $176,208 (10%) 2014 Was $177,713 + $0 + $0 =$177,713 (22%) $160,188 (10%) 2013 MOM $145,626 + $0 + $0 =$145,626 (0%) $145,626 (0%) 2012 Q® $145,626 + $0 + $0 =$145,626 $145,626 Tax Year Benefits $177,713 2.2437 (0.00%) $398.73 Tax Savings 2016 Q $177,713 $0 $177,713 $0 2015 11 % $14 2014 Q $161 2013 Q $0 2012 Q $0 2016 Taxable Value and Estimate of Proposed Taxes Taxing Authority Assd Value Exemption Tax Value Millage Rate Taxes % Public Schools: By State Law (Rle) $177,713 $0 $177,713 4.5630 (-8.19%) $810.90 27% Public Schools: By Local Board $177,713 $0 $177,713 3.2480 (0.00%) $577.21 19% Orange County (General) $177,713 $0 $177,713 4.4347 (0.00%) $788.10 26% Unincorporated County Fire $177,713 $0 $177,713 2.2437 (0.00%) $398.73 13% Unincorporated Taxing District $177,713 $0 $177,713 1.8043 (0.00%) $320.65 11 % Property Record Card for 282133000000020 Library - Operating Budget $177,713 $0 St Johns Water Management District $177,713 $0 2016 Non Ad Valorem Assessments Levying Authority Assessment Description There are no Non -Ad Valorem Assessments Property Features Property Description NE 1/4 OF SE1/4 (LESS PT S OF RY) OF SEC 33-21-28 Total Land Area 1658,867 sgft (+/-) I 38.08 acres (+/•) �F . Land Use Code Zoning Land Units 9900 - Non -Ag Acreage A-1 11.83 ACRE(S) 9500 - Submerged A-1 26.25 ACRE(S) Buildings Extra Features Description Date Built There are no extra features associated with this parcel Sales $177,713 0.3748 (0.00%) $66.61 2% $177,713 0.2885 (-4.57%) $51.27 2% 16.9570 $3,013.47 Units Rafe Assessment GIS Calculated Unit Price Land Value Class unit Price Class Value $15,000.00 $177,450 $0.00 $177,450 $10.00 $263 $0.00 $263 Units Unit Price XFOB Value Sales History Sale Date Sale Amount Instrument # BooklPage Deed Code 04/01/2002 $100 20020158101 06492 / 2903 Warranty Multiple Seller(s) Buyer(s) Vaclimp Carter Byron R Cirm Investment Co Vacant Carter Charlotte O Property Record Card for 282134000000022 Property • 34-21-28-0000-00- 022 Property Summary Property Name 100 E Mccormick Rd Names Clrm Investment Co Municipality ORG - Un -Incorporated Property Use 5400 - Timberland Mailing Address Po Box 2635 Winter Park, FL 32790-2635 Physical Address 100 E Mccormick Rd Apopka, FL 32703 282134000000022 10123/2006 Value and Taxes Historical Value and Tax Benefits Orange County Property Appraiser - http:/Awm.ocpafl.org OR Code For Mobile Phone Tax Year Values Land Building(s) Feature(s) Market Value Ag Benefits Assessed Value 2016 Q® $1,778,360 + $133,895 + $5,100 =$1,917,355 {- - $679,864 =$1,237,491 (- 2015 ©® $1,778,360 + $137,018 + $5,100 .16%) _ $679,864 .25%) 19% Orange County (General) $1,237,491 $0 $1,237,491 (1.5%) =$1,240,614 (2.3%) 2014=$1,920,478 ©® $1,778,360 + $108,664 + $5,100 2.2437 (0,00%) - $679,864 13% Unincorporated Taxing District $1,237,491 $0 $1,237,491 =$1,892,124 (.30%) =$1,212,260 (.41%) 2013- ©® $1,776,752 + $104,663 + $5,100 =$1,886,515 (0%) $679,230 =$1,207,285 (0%) 2012 Q® $1,776,752 + $103,987 + $5,100 - $679,230 =$1,885,839 =$1,206,609 Tax Year Benefits Ag Benefits Tax Savings 2016 Q®m $679,864 $11,528 2015 ©® $679,864 $11,815 2014 ©®m $679,864 $11,998 2013 MOM $679,230 $11,919 2012 ©® $679,230 $12,000 2016 Taxable Value and Estimate of Proposed Taxes Taxing Authority Assd Value Exemption Tax Value Mlllage Rate Taxes % Public Schools: By State Law (Me) $1,237,491 $0 $1,237,491 4.5630 (-8.19%) $5,646.67 27% Public Schools: By Local Board $1,237,491 $0 $1,237,491 3.2480 (0.00%) $4,019.37 19% Orange County (General) $1,237,491 $0 $1,237,491 4.4347 (0.00%) $5,487,90 26% Unincorporated County Fire $1,237,491 $0 $1,237,491 2.2437 (0,00%) $2,776.56 13% Unincorporated Taxing District $1,237,491 $0 $1,237,491 1.8043 (0.00%) $2,232.81 11 % Property Record Card for 282134000000022 Library- Operating Budget $1,237,491 $0 $1,237,491 St Johns Water Management District $1,237,491 $0 $1,237,491 2016 Non -Ad Valorem Assessments Levying Authority Assessment Description COUNTY SPECIAL ASSESSMENT ADVANCED DISP - GARBAGE - (407)836-6601 Property Features Property Description 0.3748 (0.00%) $463.81 2% 0.2885 (-4.570/6) $357.02 2% 16.9570 $20,984.14 Units Rate Assessment 2.00 $200.00 $400.00 $400.00 BEG NW COR OF SEI/4 OF NW1/4 RUNE 840 FT WL S 435 FT E 1000 FT TO WLY RNV LINE OF RD SALONG SAID RNV 1663.85 FT M/L TO NLY R/W OF SCLRR WLY ALONG SAID RNV TO W LINE OF SEC N TO SLY RNV OF MC-CORMICK RD E TO POS (LESS BEG INTERSECTION OF WLY RNV OF APOPKA VINELAND RD & NLY RNV OF SCL RR RUN N 138 FT W 120 FT S 5 DEG E TO SCL RR RNV NELY TO POB) & (LESS BEG 534.85 FT E OF NW COR OF SEI/4 RUN S 640.85 FT W 120 FT S 205.98 FT S 60 DEG W 57.34 FT N 217.39 FT E 233.02 FT NLY 423.87 FT TO POB) IN SEC 34-21-28 Total land Area 7,405,638 sgft (+/-) 1 170.01 acres (+/-) GIS Calculated Land Use Code Zoning Land Units Unit Price Land Value Class Unit Price Class Value 5400 - Timberland A-1 49.99 ACRE(S) $14,000.00 $699,860 $400.00 $19,996 9900 - Non -Ag Acreage A-1 74.81 ACRE(S) $14,000.00 $1,047,340 $0.00 $1,047,340 6999 -Ag Waste A-1 30.31 ACRE(S) $100.00 $3,031 $100.00 $3,031 9500 - Submerged A-1 12.9 ACRE(S) $10.00 $129 $0.00 $129 0100 -Single Fanily P-1 2 ACRE(S) $14,000.00 $28,000 $0.00 $28,000 Buildings Model Code 01 - Single Fam Residence Type Code 0102 - Single Fam Class If Building Value $93,192 Estimated New Cost $231,590 Actual Year Built 1935 Beds 5 Baths 3.0 Floors 2 Gross Area 3942 sgft Living Area 3341 sgft Exterior Wall Conc/Cindr Interior Wall Plastered Subarea Description Sqft Value BAS - Base Area 1524 $108,966 FEP - F/Enc Prch 567 $28,386 FGR - Fin Garage 420 $15,015 FOP - F/Opn Prch 181 $3,218 FUS - F/Up Story 1250 $76,005 Model Code 06 - Warehouse Subarea Description Sqft Value Type Code 4900 - Open Storage BAS - Base Area 2080 $26,874 Buildina Value $8.062 Property Record Card for 282134000000022 Estimated New Cost Actual Year Built Beds Baths Floors Gross Area living Area Exterior Wall Interior Wall Model Code Type Code Building Value Estimated New Cost Actual Year Built Beds Baths Floors Gross Area Uving Area Exterior Wall Interior Wall Model Code Type Code Building Value Estimated New Cost Actual Year Built Beds Baths Floors Gross Area Uving Area Exterior Wall Interior Wall Extra Features $26,874 1939 0 0.0 1 2080 sqft 2080 sqft Conc(Cindr Minimum 06 - Warehouse 4900 - Open Storage $9,744 $32,479 1939 0 0.0 1 3538 sqft 3538sqft Corg.Metal Minimum 01 - Single Fam Residence 0102 - Single Fam Class If $22,897 $32,710 1975 1 1.0 1 613 sqft 613sqft ConctCindr Plastered Subarea Description Sgft Value BAS - Base Area 3538 $32,479 M RN Subarea Description BAS - Base Area Sqft Value 613 $32,710 Description Date Built Units Unit Price XFOB Value PT2 - Patio 2 01/01/1957 1 Unit(s) $2,000.00 $2,000 FPL1 - Basic Fireplace 01/01/1957 1 Unit(s) $1,500.00 $1,500 WLDC- Wall Dec 01/01/1957 80 Unit(s) $20.00 $1,600 Sales Property Record Card for 282134000000022 Sales History Sale Elate Sale Amount Instrument# Book/Page Deed Code 04/0112002 $100 20020158101 06492 / 2903 Warranty Witiple Seller(s) Buyer(s) Vac/Imp Carter Byron R Clrm Investment Co Improved Carter Charlott O NORTH ARROW & SCALE 1 1 " = 250' GRAPHIC SCALE 0 125' 250' 500' I I k Z,j F -- ZONE _L� -NE ZONE E" \ /NAIL & DISK (3993) o METAL TRASH BIN / I 0.3' N 1 OWIER: o REITER, BAR Y A. ET AL. j PARCE NO.: / 33212800 000005 I / -' W X I :CO2 w L(7 Ll z I 00 IN co/ / I In i 13 I I OWNER:AL RWSKI, DAVID ' / OWNER: REITER, BARRY A. ET AL. I PA CEL NO.: PARCEL NO.: 332128000000041 I 332128000000006 O 0.7 // NAIL & DISK (27JW) OWNER: ADAMS, W�ER ET AL. IN FENCE P OWNER: 1/4" IRON ROD I PARCEL NO.: 3321 8000000030 (0.4 N, 0.4' KENSINGTON MANOR & CAP (2764) Ngg'17'/2g"W 726.00' M1" IRON PIPE HOMEOWNERS ASSOCIATION, INC. 5.4' N, 0.3' E I "' ( PARCEL NO.: 332128421600006 ^WEST 11 CHAINS (726')(R) � ZONE "X' o I N-) ZON U "I z PVC PIPE IN L!7 E AE �\ w p z 1 STORY METAL BUILDING STANDING WATER I o PARCEL 1(R y 1D (NO ID) � V) OWNER: CLRM INVESTMENT`CO. ir1 `� N N 7b 3,7s7f SQ.FT. II I 30' 30' 6 I I } 1 1, r �I 0 I 1 o 6MaCORMICK0' WIDE PUBLIC H ROAD Y i-5'± WIDE SIDE WALK (TYP) -L�89°59'47"W 2204.84'(M� t 1" IRON ROD & CAP (LB 3382) 1.r 5 t WIDE SIDE WALK (TYP) oo LESS ROAD 5.3' S & ON LINE ON NORTH(R) ^ H Zp E "A 10' WIDE FLORIDA POWER � � 13 I 13 10'± WIDE / I O9 CORPORATION EASEMENT DIRT ROAD PER BK 3737, PG 1328 � = OWNER: SWEAZY, JEANNE E. I OWNER: ADAMS, WALTER ET AL. \ N � PARCEL NO.: 3421280000020 PARCEL NO.: 342128000000005 PARCEL 2(R J1/4OFNW1 OF SECTION 3� 10'± WIDE DIRT ROAD I Z o I 'ry 0.2' WEST 1000'(R) it 1" IRON ROD & CAP (LB 3382) S89°33'4 'W 989.80'(0) ZONE "X" -ZONE "A / \ \ SE 1/4 OF NW 1/4 OF SECTION 34 \\\ PARCEL 6(R) i POB PARCEL 6(R) 0.2'N & 1.0'W M O M I 8'± WIDE I SW CORNER OF SE 1/4 603.63 (C) I II O o PARCEL NO.: 3321280000fl9007z 7c HEIGHT= ##.#'± BRICK ROAD OF NW 1/4 OF SECTION 33 N O 0 N Nss 17'2s"w 725.ss'(C) L{� ❑ ##•#' EAST 1850' MORE OR LESS(R) 3997.81'(M) N89°17'29"W �I cn N L _ _ _ EAST 11 CHAINS(726')(R) S89°50'32"E 1317.97'(C) NORTH LINE OF SE 1/44,(M) 3 34 , 4 -BUILDING 8'± WIDE S89'50'32"E 2634.99'(C)1" IRON ROD N89'17'29"W M POB 5324 1 STORY CMU BUILDING 1" IRON ROD & TIE ANCHORS DIRT ROAD FCM 4X4 (NO ID) M >-w 12462,8 ' 7C HEIGHT=##.#'± CAP (4475 ACURITE) PARCEL 3 LESS & EXCEPT POC 8'± WIDE PARCEL NO.: 342128000000022 J CCR #065676 10'± WIDE U '� PARCEL NO.: L GRAVEL ROAD 5.8' N, 0.2' E "0 1 STORY CMU BUILDING � PARCEL 3 n"° DP& 7b 1,016± SQ.FT. M 4 7c HEIWT=##•#'± 19°25'48" 442.46' PARCEL 4(R) LESS & EXCEP 1941.36' OF SECTION 34 313.53' 313.18' N82°49'53"E C5 1934.86' 8°20'13" 281.54' P1(R) S88°22'55"E CP 1407.39' 35°00'56" 860.11' 846.78' N78°14'34"E C7 1304.74' 2°23'40" 54.53' 54.52' S77°00'27"W C8 1304.74' 17°02'08" 387.93' 386.51' PA RCE CAP (FDOT 2108) 1 4 - BUILDING �r l� l / PARCEL C(R) / (60.8' NE & ON LINE) I ROD 1i �` ` f J� IN SE CORNER�dF'�dE'�/� 6 ION 33 TIE ANCHORS I - .,\�QO ' w= alx 1" IRON ROD TROUT LAKE 4"X4" CONCRETE MENT 2 STORY CMU BUILDING COUNTY BCC NE & ON LINE) 0 O N N PARCEL NO.: ^ 0 ID) 1,5 5± SQ.FT. 7b � oa z 00 C6 w PARCEL NO.: SECTION CORNER (R) I INTERSECTION OF / HEIQHT=##.#'± 7C / Li Li J rl 00 (^' N 0 OTVMK - SQ.FT. SQUARE FEET O_ J 00 oYwa� POINT OF COMMENCEMENT ❑E ELECTRICAL BOX POB POINT OF BEGINNING o GUY ANCHOR, U.N.O. o a M w PARCEL 3 W �` LIGHT POLE / nH0 0 "' ® N LESS & EXCEPT N @TSP TRAFFIC SIGNAL POST �! °a UNLESS NOTED OTHERWISE O Li PARCEL 3(R) / ,Q.7 Q Lv NE 1/4 OF SE 1/4 rn w/cam J o a .. 0 14 1 J J OF SECTION 33 .,o xzo H- xop z 00 Lr,n� Lu J � >> > co r,1 w�-il `� o 00 Imo% / D Z w� Qda00 Q0 a o O�aM I I O O M II O oaN J M �1 3 Z I Q M / � O �I O z I O OWNER: CLRM INVESTMENT CO. 7b 602± SQ.FT. 0.2' S, 0 1 STORY CMU BUILDING 7c HEIGHT=##.#'± - - _ _ZONE "X_ ZONE "A" ]b 2,146± SQ.FT. M >-w 12462,8 ' 7C HEIGHT=##.#'± 1- LENGTH OWNER: CLRM INVESTMENT CO. 8'± WIDE PARCEL NO.: 342128000000022 DIRT ROAD Y � U o COX, KENNETH V. ET 10'± WIDE U '� PARCEL NO.: L GRAVEL ROAD m o 332128000000029 "0 1 STORY CMU BUILDING � d n"° O� 7b 1,016± SQ.FT. M 4 7c HEIWT=##•#'± 19°25'48" 442.46' PARCEL 4(R) o N 1/2 OF SW 1/4 1941.36' OF SECTION 34 0 0 ,e, PARCEL NO.: 332128000000020 1 1 1/2" IRON ROD o _ 2 -DEAD 6"0 PIPE S11'47'42"E &CAP J- '� 63.00'(C)J (L84741) 0.3' S ' 1/2" IRON PARCEL 4 - LESS(R) / �x N 1/2" IRON ROD & C , 4.6 (C) RAILROAD RIGHT-OF-WAY Z�z� (LB4741) 0.2' 369 54 �C) C4 _ C5 �. S84`12� g" RO(LB4741) / ''' z ¢ w r . \ S11 °47'43c) 18 E - _ E _ BEARING BASIS �I 3:: Y w a co 63.00'(0) , N� 8°� 2 _ _ - _� _ _ _ - S84°14'58 'E 1070.40'( p a N 14'± WIDE ASPHALT TRAIL PN - - _ C / " '� I G$ (4714) i VARIABLE WIDTH PUBLIC RICHT - - V) _ 1" IRON PIPE 4"x4" (4714) PARCEL 4 - LESS(R) (ABANDONED CSX F, 77 U N RAILROAD CORRIDOR) \ w 1.2' S, 1.7 W PART LYING SOUTH OF - PNT PARCEL 3 - LESS(R) P •' I SEABOARD COAST LINE RAILROAD 14 t WIDE ASPHALT TRAIL I_ _ �_ _U RAILROAD RIGHT-OF-WAY F i+ 13 - - - - - - 9°39'3(0' 1" IRON ROD OWNER: TIITF CURVE DATA M >-w 12462,8 ' RADIUS 1- LENGTH 0omo i i 13 J \ �z W a N OWNER: 2914.79' Y � U o COX, KENNETH V. ET J U '� PARCEL NO.: L NO2°57'42"E m o 332128000000029 3242.98' d 274.85' O� NO2°19'08"E M 4 CURVE DATA NUMBER RADIUS DELTA LENGTH CHORD CHORD BEARING Cl 2914.79' 11 °45'19" 598.02' 596.98' NO2°57'42"E C2 3242.98' 4°51'21" 274.85' 274.76' NO2°19'08"E C3 1304.74' 19°25'48" 442.46' 440.34' N68°29'23"E C4 1941.36' 9°15'11" 313.53' 313.18' N82°49'53"E C5 1934.86' 8°20'13" 281.54' 281.29' S88°22'55"E C6 1407.39' 35°00'56" 860.11' 846.78' N78°14'34"E C7 1304.74' 2°23'40" 54.53' 54.52' S77°00'27"W C8 1304.74' 17°02'08" 387.93' 386.51' N67°17'33"E _ 1.2 / PARCEL NO.: PARCEL 3 - LES�(R) 13 OWNER: TIITF Ioq 332128000000057 PART LYING SOUTH \OF 332128000000057 po 5(R) rq PARCEL B(R) COUNTY BCC SEABOARD COAST / J 00 N PARCEL NO.: LINE RAILROAD \ 332128000000111 181.59' 1/4" IRON ROD N00°06'33"W (I / &CAP (L67194) S00°17'26"W I I N 0.3'N L2 1/2" IRON ROD A(R) FLOOD ZONE BOUNDARY 0 DIAMETER I 1 o &CAP (L871\) I I \ U) CHORD BEARING OHU 1 CHID /2" & I I 1 \ CMP I� I ON LINE) 1" IRON ROD & / � I 1 1 CP N CAP (FDOT 2108) � �r l� l / PARCEL C(R) / (60.8' NE & ON LINE) I ROD 1i �` ` f J� IN & CAP (LOB4 DP&T - .,\�QO ' w= alx 1" IRON ROD _ - OWNER: ORANGE & CAP (LB4741) (M) COUNTY BCC NE & ON LINE) 0 O N N PARCEL NO.: / 13 332128000000096 ' 4"x4" (4714) OWNER: TIITF C6 (57.4' S AT PARCEL NO.: SECTION CORNER (R) I INTERSECTION OF 332128000000031 CCR #0041763 6"x6" CONCRETE MONUMENT 33 34(No ID) 4 3 I I :7- .\ ' f \ LAND AREA: TOTAL AREA: LESS & EXCEPT PARCEL 3 AREA REMAINING AREA: � L � - N 00 d N L 14'± WIDE ASPHALT TRAIL 1 10' WIDE FLORIDA POWER CORPORATION EASEMENT O9 1 PER BK 3737, PG 1328 I� 1 1/2" IRON Y ROD & CAP (LB7194) 0.2'S IPARCEL 49 (PROPOSED 40' WIDE UTILITY EASEMENT) 11 PER BK 9923, PG 9176 I 2" IRON PIPE I 2.4' N, 3.5.5=E � IRON TRIANGLE POST (11.2' N, 0.3' E) 1 /4" IRON ROD & CAP (L67194) -L-4- PARCEL 804 (DRAINAGE EASEMENT) PER BK 4029, PG 1550 & BK 3921, PG 117 PARCEL 4 - LESS(R)- PART LYING SOUTH OF SEABOARD COAST LINE RAILROAD 1.2 / DIRECTION 13 13 OWNER: TIITF Ioq PARCEL ESS - OWNER: ORANGE 332128000000057 po 5(R) rq PARCEL B(R) COUNTY BCC Ol / J PARCEL 104 PARCEL NO.: w ORB 3921, P 15 332128000000111 181.59' 1/4" IRON ROD N00°06'33"W LESS - / &CAP (L67194) S00°17'26"W I PARCEL A 0.3'N L2 1/2" IRON ROD A(R) FLOOD ZONE BOUNDARY 1/4" IRON ROD DIAMETER (50.0' E & ON LINE) ° GUARDRAIL (C) &CAP (L871\) I I IRON PIPE � � CHORD BEARING OHU OVERHEAD UTILITY LINE CHID /2" & U HOG WIRE FENCE CMP 1 /2" IRON ROD 00 ON LINE) 1" IRON ROD & / CONCRETE UD NIT 1 & CAP (IL GIBLE) CP LESS - CAP (FDOT 2108) � �r l� l / PARCEL C(R) / (60.8' NE & ON LINE) I ROD 1i �` ` f J� ORB 4934, PG 188 821 & CAP (LOB4 DP&T / (28.2' NE & ON LINE) .,\�QO ' ASPHALT ETRAIL 13 1" IRON ROD OWNER: ORANGE & CAP (LB4741) (M) COUNTY BCC NE & ON LINE) MONUMENT AS NOTED PARCEL NO.: MITERED END SECTION 13 332128000000096 ' 4"x4" (4714) OWNER: TIITF C6 (57.4' S AT PARCEL NO.: SECTION CORNER (R) I INTERSECTION OF 332128000000031 PARCEL 4 - LESS(R)- PART LYING SOUTH OF SEABOARD COAST LINE RAILROAD N W R/W LINE & DIRECTION SECTION LINE) 13 OWNER: TIITF Ioq PARCEL NO.: L2 332128000000057 po vlto Ol rn I� �I N W LINE # DIRECTION LENGTH L1 Ioq o L2 N89°49'14"W po o Ol N I� - - - - w L5 N08°50'20"E 181.59' to N00°06'33"W 31.82' L7 S00°17'26"W 6.47' A CENTRAL ANGLE 0 FLOOD ZONE BOUNDARY I0 N 9,229,292 f SQUARE FEET 812,433 ± SQUARE FEET 8,416,859 t SQUARE FEET LINE TABLE LINE # DIRECTION LENGTH L1 N00°07'58"W 234.77' L2 N89°49'14"W 124.23' L3 N00°10'46"E 217.39' L4 S89°49'14"E 233.02' L5 N08°50'20"E 181.59' L6 N00°06'33"W 31.82' L7 S00°17'26"W 6.47' 6"x6" WITH 3 1" IRON ROD CCR #065678 3 211.875 f ACRES 18.651 ± ACRES 193.224 t ACRES LEGAL DESCRIPTION PARCEL 1: BEGIN AT THE SE CORNER OF THE NE 1/4 OF SECTION 33, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, RUN NORTH 253.35 FEET, WEST 11 CHAINS (726 FEET), THENCE SOUTH 253.35 FEET, THENCE EAST 11 CHAINS (726 FEET) TO THE POINT OF BEGINNING. PARCEL 2: THE SW 1/4 OF THE NW 1/4 OF SECTION 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, LESS ROAD ON NORTH. PARCEL 3: THE NE 1/4 OF THE SE 1/4 OF SECTION 33, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, (LESS THAT PART LYING SOUTH OF THE SEABOARD COAST LINE RAILROAD) AND LESS RAILROAD RIGHT-OF-WAY. LESS & EXCEPT: A PORTION OF PARCEL 3 A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 33, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, BEINGMORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SE CORNER OF THE NE 1/4 OF SECTION 33, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; THENCE ALONG THE NORTH LINE OF THE SOUTHEAST QUARTER (SE1/4) OF SAID SECTION 33, RUN NORTH 89'17'29" WEST, A DISTANCE OF 725.86 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID NORTH SECTION LINE NORTH 89'17'29" WEST, A DISTANCE OF 603.63 FEET TO A POINT ON THE WEST LINE OF SOUTHEAST QUARTER (SE1/4) OF SAID SECTION 33; THENCE ALONG SAID WEST SECTION LINE, RUN SOUTH 00°11'06" WEST, A DISTANCE OF 1,400.31 FEET; THENCE DEPARTING WEST SECTION LINE, RUN SOUTH 89°39'36" EAST, A DISTANCE OF 246.28 FEET TO A POINT ON A NON TANGENT CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 1,304.74 FEET, A CENTRAL ANGLE OF 17'02'08" AND A CHORD DISTANCE OF 386.51 FEET WHICH BEARS NORTH 67°17'34" EAST; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 387.93 FEET TO A POINT OF NON TANGENCY; THENCE NORTH 00'14'35" EAST, A DISTANCE OF 1,245.11 FEET TO THE POINT OF BEGINNING. CONTAINING 812,433 SQUARE FEET OR 18.651 ACRES, MORE OR LESS. PARCEL 4: THE N 1/2 OF THE SW 1/4 OF SECTION 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, (LESS THAT PART LYING SOUTH OF THE SEABOARD COAST LINE RAILROAD) AND LESS RAILROAD RIGHT-OF-WAY. BEGIN AT THE NW CORNER OF THE SE 1/4 OF SECTION 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, RUN EAST 534.85 FEET MORE OR LESS TO THE WESTERLY RIGHT OF WAY LINE OF THE CLARCONA-APOPKA ROAD (STATE ROAD S-435), THENCE SOUTH 5° EAST ALONG SAID RIGHT OF WAY LINE 778.85 FEET MORE OR LESS TO THE NORTH RIGHT OF WAY LINE OF THE SEABOARD COAST LINE RAILROAD, THENCE SOUTHWESTERLY ALONG SAID RAILROAD RIGHT OF WAY LINE TO THE WEST LINE OF NW 1/4 OF SE 1/4, THENCE NORTH TO THE POINT OF BEGINNING; A) FROM THE NW CORNER OF THE SE 1/4 OF SEC. 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, RUN EAST 534.85 FEET MORE OR LESS TO THE WESTERLY RIGHT OF WAY LINE OF THE CLARCONA-APOPKA ROAD, THENCE SOUTH 5° EAST ALONG SAID ROAD RIGHT OF WAY LINE 778.85 FEET MORE OR LESS TO THE NORTH RIGHT OF WAY LINE OF THE SEABOARD COAST LINE RAILROAD FOR THE POINT OF BEGINNING; RUN THENCE NORTH 5° WEST ALONG SAID WESTERLY RIGHT OF WAY LINE OF THE CLARCONA-APOPKA ROAD A DISTANCE OF 138 FEET, THENCE WEST 120 FEET, THENCE SOUTH 5° EAST TO SAID RAILROAD RIGHT OF WAY LINE, THENCE NORTHEASTERLY ALONG THE RAILROAD RIGHT OF WAY LINE TO THE POINT OF BEGINNING; B) THAT PART DEEDED TO ORANGE COUNTY RECORDED IN BOOK 3921, PAGE 115; C) THAT PART DEEDED TO ORANGE COUNTY RECORDED IN BOOK 4934, PAGE 4821. PARCEL 6: BEGINNING AT THE SW CORNER OF THE SE 1/4 OF THE NW 1/4 OF SECTION 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; THENCE RUN EAST 1850 FEET MORE OR LESS TO THE WEST SIDE OF THE ROAD CONNECTING CLARCONA WITH APOPKA; THENCE NORTHERLY ALONG THE WEST SIDE OF SAID ROAD 885 FEET MORE OR LESS, TO THE SOUTH LINE OF LANDS NOW OR FORMERLY BELONGING TO ONE "CUMBIE" OR "CUMBER"; THENCE WEST 1000 FEET; THENCE NORTH 435 FEET, MORE OR LESS TO THE NORTH LINE OF THE SAID SE 1/4 OF THE NW 1/4 OF SAID SECTION 34, THENCE WEST 840 FEET MORE OR LESS TO THE NW CORNER OF THE SE 1/4 OF THE NW 1/4 OF SECTION 34; THENCE SOUTH 1320 FEET MORE OR LESS TO THE POINT OF BEGINNING, LESS ROAD ON NORTH. SURVEYOR'S NOTES 1. THE BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY BOUNDARY LINE OF PARCEL 4, HAVING AN ASSUMED BEARING OF S84°14'58"E. 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT-OF-WAY OR RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF LAND. 4. 1 HAVE EXAMINED THE FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL NUMBER 12095CO21OF DATED 09/25/2009 AND COMMUNITY PANEL NUMBER 12095CO23OF DATED 09/25/2009, AND FOUND THE SUBJECT PROPERTY LIES IN ZONE "A", ZONE "AE", AND ZONE 5. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PROFESSIONAL SURVEYOR & MAPPER. 6. ALL RECORDING INFORMATION SHOWN HEREON REFERS TO THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. SHEET 1 OF 1 E - Z D'w:2i Of �HL� LEGEND AND ABBREVIATIONS CONCRETE SURFACE 0 SATELLITE DISH Q Lu BRICK SURFACE `� UTILITY POLE Lj- w :D z Q=W J z `�T UTILITY POLE WITH TRANSFORMER x CHAIN LINK FENCE z � =Ulm I c'W H- W_ " EDGE OF WATER >- = Z m OOofw< W z r U) Q L`U5�Lj- ON A CENTRAL ANGLE - - FLOOD ZONE BOUNDARY 0 DIAMETER ° GUARDRAIL (C) CALCULATED DATA m cn Lu CHB CHORD BEARING OHU OVERHEAD UTILITY LINE CHID CHORD LENGTH U HOG WIRE FENCE CMP METAL PE EMASONRY 00 CMU CONCRETE UD NIT 0 METAL FENCE CP CONCRETE PAD O � CW CONCRETE WALL SD STORM SEWER LINE LL O z QILu z O_ DP&T DIESEL PUMP & TANK � O WOOD FENCE L ARC LENGTH ❑ FOUND CONCRETE (M) FIELD MEASURED DATA (D MONUMENT AS NOTED MES MITERED END SECTION NO. NUMBER 0 FOUND MONUMENT AS NOTED R RADIUS ►� SECTION CORNER (R) RECORD DESCRIPTION DATA Z RCP REINFORCED CONCRETE PIPE OTVMK CABLE TV UTILITY MARKER SQ.FT. SQUARE FEET O_ J POC POINT OF COMMENCEMENT ❑E ELECTRICAL BOX POB POINT OF BEGINNING o GUY ANCHOR, U.N.O. D_ IRRIGATION CONTROL VALVE W (n LIGHT POLE Q c� ® MANHOLE (UNKNOWN) o @TSP TRAFFIC SIGNAL POST U.N.O. UNLESS NOTED OTHERWISE SHEET 1 OF 1 E - Z D'w:2i Of �HL� LL_ Z O m W Q i:= � = oz 0Q 0 (L LU o00QQ(n Q Lu >- W J (n Lu z DO Lof - O H � p U G Lj- w :D z Q=W J z L1J (D (nO0E->L�Q CD z z � =Ulm I c'W H- W_ 00 -ow�z�Q�nlz� >- = Z m OOofw< W z r U) Q L`U5�Lj- ON L� Q > OJWLU< N LL O w Q Q�z~0 UEE) w ()f _ �N=uj m cn Lu LL- Of 1.- U 0 W Lv W Q =o�am<a N � U © 2016. AMERICAN SURVEYING &MAPPING, INC. ALL RIGHTS RESERVED. REPRODUCTION OR COPYING OF THIS DOCUMENT MAYBE A VIOLATION OF COPYRIGHT LAW UNLESS PERMISSION OF THE AUTHOR AND/OR COPYRIGHT HOLDER IS OBTAINED. LL_ 0 Q Lu O 00 N Lj- L1J (D CD z z � O U >- D W z W L� Q > r -I N O w LL- ?> I..I. Q O J U N Q U Ld z °6 00 rnM X N Ln z C/) O � W Lu LL O z QILu z O_ ^II � O U) z cn Q ~ w (D X cn cn >Z �w cn Ld z O Z J O_ J Q Q 12- Q N o 0 O D_ w W (n c� Q c� co J > o W 0 Q rn W H- Q co D \ CV O O Z © 2016. AMERICAN SURVEYING &MAPPING, INC. ALL RIGHTS RESERVED. REPRODUCTION OR COPYING OF THIS DOCUMENT MAYBE A VIOLATION OF COPYRIGHT LAW UNLESS PERMISSION OF THE AUTHOR AND/OR COPYRIGHT HOLDER IS OBTAINED. 0 Q Lu O 00 N Lj- L1J (D z z � O U >- D W z W L� Q > r -I N O \ LL- ?> I..I. Q O J U N Q M Ld z °6 00 rnM N Ln z C/) O � Lu LL O z QILu z O_ ^II � O U) z O Q ~ w (D X cn © 2016. AMERICAN SURVEYING &MAPPING, INC. ALL RIGHTS RESERVED. REPRODUCTION OR COPYING OF THIS DOCUMENT MAYBE A VIOLATION OF COPYRIGHT LAW UNLESS PERMISSION OF THE AUTHOR AND/OR COPYRIGHT HOLDER IS OBTAINED. W O L� > \ O ?> N W N UJ Jo z QILu ^II o J Q m LLJ (D X O c� >Z �w z O M J Q Q 12- Q N o LLJ O D_ w LL (n c� Q c� co J © 2016. AMERICAN SURVEYING &MAPPING, INC. ALL RIGHTS RESERVED. REPRODUCTION OR COPYING OF THIS DOCUMENT MAYBE A VIOLATION OF COPYRIGHT LAW UNLESS PERMISSION OF THE AUTHOR AND/OR COPYRIGHT HOLDER IS OBTAINED. SECTION 2: COMPREHENSIVE PLAN AMENDMENT BACKGROUND DATA A. Existing Conditions Location & Current Use The subject property consists of approximately 193.22 acres located south of McCormick Road and west of Apopka Vineland Road. The site is comprised of three parcels, which abut the City of Ocoee municipal boundary. (This Comprehensive Plan Amendment is being processed concurrently with a City of Ocoee Annexation & Initial Zoning application.) L N Figure 1: Location Map The subject property contains a single-family residence, a warehouse structure and a private air strip. It is heavily wooded along the northern, eastern and southern boundaries. In addition, it abuts the West Orange Trail along the southern boundary line. The aerial map below shows the current conditions on the site, as well as the uses on adjacent properties. ���► doss-, The table below provides the future land use designations for properties adjacent to the subject site. Surrounding Future Land Use North Rural 1/5 and Planned Development(County) East Low Density Residential and Planned Development (County) South Low Density Residential (City) and Rural 1/1 and Rural 1/5 (County) West Low Density Residential Ci and Rural 1/1(County) Additionally, an Orange County Zoning classification of A-1 (Citrus Rural) is assigned. The site's current zoning, as well as zoning assigned to adjacent properties, are shown in the map below. Figure 4: Existing Zoning Summarized in the table below are the zoning classifications assigned to parcels abutting the subject property. Surrounding Zoning North A-1 and P-D(County) East A-1 and P -D (County) South PUD -LD (City) and A-1 (County) West A-1(County) B. Statement of Intended Use The request is to amend the future land use designation for the subject property from "County" Rural 1 du/5ac to "City" Low Density Residential, as well as a concurrent rezoning amendment to change the zoning classification from "County" A-1 to "City" Low -Density Planned Unit Development (PUD — LD). The proposed amendments, if approved, would allow for the development of a 381 -unit, single-family subdivision. The maps below show the proposed future land use and zoning requested. % .4 CIRLM Prapecty Orcae R -LAA Occee PLD -LD Orange coiuitF Zoning A-1 4M A-2 4w Cl 4w P -D R -CS 40 R UD 4W R T-2 Clar na - c e SECTION 3: JUSTIFICATION The following section provides justification for the requested Comprehensive Plan Amendment. Responses are provided in bold. Future Land Use Element: Policy 1.1: The City shall review, through the development review process, all plans for development and redevelopment to ensure their compatibility with adjacent uses. Response: The proposed future land use designation is compatible with adjacent uses. The subject site abuts properties with a Low Density Residential Future Land Use Designation, and existing single-family residential development, to the south, west and northwest. Policy 1.10: The following density and intensity restrictions shall apply within the land use categories established on the Future Land Use Map. • Low Density Residential (less than 4 dwelling units per acre) • Medium Density Residential (4 to less than 8 dwelling units per acre) • High Density Residential (8 to 16 dwelling units per acre) • Commercial — FAR 3.0 max. • Professional Offices and Services — FAR 3.0 max. • Light Industrial — FAR 3.0 max. • Heavy Industrial — FAR 3.0 max. • Public Facilities /Institutional — FAR 1.0 max. • Cons ervation/Floodplains — FAR 0.1 max. • Recreation and Open Space — FAR 0.5 max. Response: The proposed request is consistent with the Low Density Residential Future Land Use density range as stated above. This future land use designation is being requested concurrently with a rezoning request to a PUD — LD zoning classification to accommodate a 381 -unit, single- family residential development on the 193.22 -acre subject property. The density of the development based on the proposed unit count is 1.97 units per acre, well below the maximum of four (4) dwelling units per acre allowed in the Low Density Future Land Use Designation. The table below provides a comparison of the total number of units and projected residents based on the maximum density allowed under the Ocoee Low Density Residential Future Land Use Designation and the proposed 381 -unit, single-family residential development. Projected population based on the City of Ocoee's estimated 3.0 residents per single-family household. The proposed development would generate approximately 1,000 less residents than allowed under the maximum Low Density Residential Future Land Use Designation, and generate less impact on public facilities and services. Max. Density Max. Number of Units Project No. of New Residents Ocoee LDR 4 du/ac 849 1,944 Proposed Development 1.97 du/ac (proposed) 381 1,143 Projected population based on the City of Ocoee's estimated 3.0 residents per single-family household. The proposed development would generate approximately 1,000 less residents than allowed under the maximum Low Density Residential Future Land Use Designation, and generate less impact on public facilities and services. Policy 1.15: The City may assign an initial zoning, after annexation, which is consistent with both the Future Land Use Map and the JPA Agreement and exercise Planning authority pursuant thereto. Response: The proposed PUD — LD zoning request being processed concurrently with the Comprehensive Plan Amendment is consistent with the Low Density Residential Future Land Use Designation. Policy 2.8: The City shall encourage development when and where appropriate facilities and services to support it are available (based on the levels of services standards adopted concurrent with this Comprehensive Plan), thereby discouraging urban sprawl and ensuring that concurrency is met. The following policy statements demonstrate how compliance shall be implemented. • Development orders shall not be approved if mandated services are degraded below accepted LOS standards. • The following public facilities and services shall be available for new development in all urban areas: schools; roadways; solid waste collection; stormwater management; fire and police protection; potable water, sanitary sewer or septic tanks if the soils are acceptable. • Through appropriate land development regulations and provision of effective urban services, the City shall promote infill development within the municipal boundaries. • The City shall assure that adequate facilities and services are available to support the new development as specified in the Concurrcncy Management System. • The land development regulations shall to reflect the policy of controlling control urban sprawl. Response: Adequate public facilities are available to service the proposed development. Please see Section 5 for an analysis of the availability of public facilities. Policy 5.7: The City shall enforce the Land Development Code to require development proposals to include the identification of and management plans for rare, endangered, and threatened flora and fauna species consistent with the criteria outlined in the Land Development Code and the Conservation Element of this Comprehensive Plan. Response: An environmental assessment, dated February 2017, was completed for the subject property. The study found the potential for gopher tortoises on site. A gopher tortoise survey will be required at time of any needed gopher tortoise relocation. A copy of the environmental assessment and its complete findings may be found in Section 7. Policy 7.7: The Land Development Code shall provide for adequate open space within new developments and redevelopment projects. The minimum required open space within any project shall be five (5) percent of the total site. Response: The proposed development will provide open space in excess of the minimum five (5) percent required in Policy 7.7, as noted above. Other Applicable Elements and Policies Transportation Element Policy 3.2.3: The City shall require the presence of two-sided sidewalk coverage on key roads connecting schools and residential areas. Response: It is the intent to provide sidewalks on both sides of each internal street within the proposed development. Housing Element Policy 73: Housing quality and stabilization of neighborhood standards will be protected through the implementation of adopted appropriate land development regulations. The land development regulations shall include (but are not limited to) regulation of the density of development provision of adequate yards and buffers between dissimilar developments and segregation of incompatible uses. Response: The proposed Low Density Residential Future Land Use Designation and PUD — LD zoning classification are consistent with the land use and zoning assigned to adjacent properties to the south, west and northwest, and the proposed use of single-family residential is compatible with existing development patterns in the surrounding area. Rec. & Open Space Element Policy 5.7: The City shall continue to require that new residential developments provide private recreational facilities, which are available to all residents within the subdivision. Response: The proposed development will provide private recreational facilities, and adequate recreation level of service is available to serve the proposed development. These recreational areas are depicted on the Conceptual Site Plan shown in Section 7. CIE Policy 1.1: The following LOS standards identified in the other elements of this plan shall be used in implementing plans and programs for capital improvements and in coordinating land development with provision of adequate public facilities: A. Park and Recreation Facilities: 4 acres per 1,000 residents. B. Roads — Collectors, Arterials, Limited Access Facilities: LOS Standard D at peak hour. C. Sanitary Sewer: 270 gallons per day per equivalent residential unit (ERU). D. Solid Waste: 6.0 pounds per capita per day. E. Drainage: 100-year/24-hour duration storm event (with recovery within 14 days) that is consistent with Chapter 62-25, 62-302, and 4OC-42 FAC, without exemptions. F. Potable Water: 300 gallons per day per ERU. Response: Please see Section 5 for the proposed development's impacts on public services based upon the adopted levels of service (LOS) referenced above and those adopted by Orange County, which is the water and sewer provider for the subject site. IE (Potable Water) Policy 1.1.5: Connections to the water transmission lines shall be permitted only where the capacity is available in the line. Response: The site will obtain water service from Orange County Utilities, which has potable water capacity on the adjacent water line. Please see Section 6 for a copy of the utility availability letter, dated August 23, 2018. IE (Solid Waste) Policy Ll: The level of service standard for solid waste shall be 6.0 pounds per capita daily. This is consistent to the LOS utilized by Orange County and includes both residential and non-residential. Response: Please see Section 5 for an analysis on the projected impact of the proposed development on solid waste capacity. IE (Sanitary Sewer) Policy 1.5.1: The City shall continue the service area interlace agreements with Orange County and other entities to avoid unnecessary duplication of capital infrastructure. Response: The subject property will be serviced by Orange County Utilities. Section 5 provides an analysis of sewer capacity impacts based the Orange County adopted Level of Service for Sanitary Sewer. SECTION 4: COMPATIBILITY ANALYSIS In addition to the Comprehensive Plan Amendment requested above, a Low -Density Planned Unit Development (PUD — LD) zoning classification is being requested for the subject property. The proposed PUD — LD zoning is consistent with adjacent zoning, and the proposed use is compatible with the surrounding area. The proposed PUD — LD zoning is being requested to accommodate a 381 -unit, single-family residential development. The subject property abuts PUD -LD zoning districts to the south, as well as at the northwest corner of the site. These adjacent properties contain single-family residential development, similar in density and lot dimensions. The surrounding area also contains parcels with Orange County Low Density Residential land uses, commercially -zoned properties, and lower -density uses. The proposed zoning and single-family residential use will serve as a transitional use between the varied residential and non-residential zoning districts (and uses)in this area. The map below shows the compatibility of surrounding densities and development patterns with that proposed for the subject site. Figure 7: Compatibility Analysis Map SECTION 5. PUBLIC FACILITY ANALYSIS The following section identifies the public facilities serving the subject property. Transportation The property has access from W McCormick Road to the north and Apopka -Vineland Road to the east. A Transportation Study, dated September 2018, was prepared by Traffic & Mobility Consultants. The study indicates an estimated increase of 3,014 daily trips and 313 PM peak hour trips. The transportation analysis found that an adequate level of service (LOS) is available under existing conditions. (Please see Section 7 for a copy of the full Transportation Study). Solid Waste The City of Ocoee is the provider of solid waste removal for single-family residences within the city limits. The table below shows the solid waste impact to be generated by the proposed development (based on the City of Ocoee's Land Development Code estimated number of residents per household). Recreation The adopted Recreation and Open Space Level of Service (LOS) is 4 acres per 1,000 residents. The table below shows the impact of the proposed development on needed park/open space acreage. Proposed # of New Adopted Solid Waste Generated 73 Units Residents LOS By Proposed Development Single-family 381 1,143 6.0 lbs/ 6,858 lbs. per day residential Per capita Recreation The adopted Recreation and Open Space Level of Service (LOS) is 4 acres per 1,000 residents. The table below shows the impact of the proposed development on needed park/open space acreage. Schools The property is within the Orange County Public Schools district and zoned for the following schools: Prairie Lake Elementary, Ocoee Middle School, and Wekiva High School. The table below shows the number of potential students by the development for each school based on the Orange County Public Schools student generation rates for single-family residential. School No. of Single -Family Dwelling units Proposed Units No. of New Residents Adopted LOS Additional Park 73 Ocoee Middle School 381 0.095 37 Acreage Needed Single-family 381 1,143 4 ac./per 18.28 acres residential 1,000 residents Schools The property is within the Orange County Public Schools district and zoned for the following schools: Prairie Lake Elementary, Ocoee Middle School, and Wekiva High School. The table below shows the number of potential students by the development for each school based on the Orange County Public Schools student generation rates for single-family residential. School No. of Single -Family Dwelling units Student Generation Rates Estimated New Students from Development Prairie Lake Elementary 381 0.191 73 Ocoee Middle School 381 0.095 37 Wekiva High School 381 0.131 50 Water/Sewer The subject property is located within the Orange County Utilities West service area for water and wastewater services. Water There is a 12" PVC water main adjacent to the subject property along N Apopka Vineland Rd., as well as a 24" DIP water main across the street, running along E McCormick Rd. The table below shows an impact assessment comparison maximum dwelling unit under the current Orange County Rural 1/5 Future Land Use Designation and the proposed 381 -unit development for potable water use. Sewer Wastewater is available via a 30" PCCP pressurizes force main at N Apopka Vineland and E McCormick Roads. The next -closest pressurized force main is approximately 2,700 linear feet west of the subject property on E McCormick Road. The table below shows an impact assessment comparison maximum dwelling unit under the current Orange County Rural 1/5 Future Land Use Designation and the proposed 381 -unlit development for sewer use. No. of Adopted Water Project Potable Water Units LOS Demand Current FLU 42 275 gaL per ERU 11,500 gallons per day per day Proposed Dev. 381 275 gal. per ERU 104, 775 gallons per day I per day I I Sewer Wastewater is available via a 30" PCCP pressurizes force main at N Apopka Vineland and E McCormick Roads. The next -closest pressurized force main is approximately 2,700 linear feet west of the subject property on E McCormick Road. The table below shows an impact assessment comparison maximum dwelling unit under the current Orange County Rural 1/5 Future Land Use Designation and the proposed 381 -unlit development for sewer use. Orange County Utilities provided a utility availability letter, dated August 23, 2018, indicating that sufficient water and wastewater capacity is available to service the proposed development. The map below shows the location of utility in proximity to the subject site. Max No. of Adopted Sewer Project Potable Water Units LOS Demand Current FLU 42 225 gal. per ERU 9,450 gallons per day per day Proposed Dev. 381 225 gal. per ERU 87,725 gallons per day per day I Orange County Utilities provided a utility availability letter, dated August 23, 2018, indicating that sufficient water and wastewater capacity is available to service the proposed development. The map below shows the location of utility in proximity to the subject site. Figure 7: Water and Sewer Availability SECTION 6: MAps Map 1: General Location Map 2: Aerial Map 3: Existing Future Land Use Map 4: Proposed Future Land Use Map 5: Existing Zoning Map 6: Proposed Zoning Map 7: Soils Map 8: Topography Map 9: Floodplain Map 10: Wetlands O O �o O State Road 414 Bion O O 0 0 O 0 O Q � Beggs IL o O McCormick � C-D ri 00 �ib C ClarconaJOcoee U �►�..�� CLRM Property o - City of Ocoee LOCATION MAP CLRM 2/26/19 2602 E. Livingston Street P O U L O S B E N N E T T www Poulosandbennett.com P & B Job No.: 16-114 Orlando, FL 32803 Ph. 407-487-2594 Certificate of Authorization No. 28567 0 500 1,000 2,000 3,000 4,000 FEET - ,� t- ;^ � � yTq • .•� .,,fir.. - �.:: - .:ra: iMcCormick iMcCormick ■.,\.I■11..■I1■........11.1.......\.....Di...l Nen 001 I■I�■\.�■.III.'.■I.■■■11■1\%■\C!�.II 11■■I■■■■■.■■I ■.\.■►pI■■11\.5..\`■■.\■►:►■.I/1.11■■■■■■.■■I I1.\I.■..\�■.►.11■I.. i.-iiii\■\��\`. 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Livingston Street POUT , O S B F, N N E `I' w T wwpoulosandbennett.com 0 100 200 400 600 800 P & B Job No.: 16-114 Orlando, FL 32803 Ph. 407-487-2594�J� Certificate of Authorization No. 28567 FEET J Trout La FI,I--.DCLRM Property E M CCORMICK RD 1 1 � 1 � Luau .■ ..�n�...n.u� � Carter Airport Frear Lake'm - / - (4R'EL BLOSSOM 0 J-6COEERpl�- TOPOGRAPHIC MAP CLRM CIR CL0 2/26/19 2602 E. Livingston Street P O U L O S B E N N E T T www Poulosandbennett.com 0 125 250 5i a 750 1,000 P & B Job No.: 16-114 Orlando, FL 32803 Ph. 407-487-2594 Certificate of Authorization No. 28567 i i i I I I "i .............................. . . . . . . . . . . . . -A . . .. . .. . .. . .. . • -Ilk Ol 'do ..00 ............... 00 r ............. .vr IN CLEM Properl�7 0 Approximate Wetland Surface Water Limits 41 SECTION 7: APPENDICES Planned Unit Development Land Use Plan Home Elevations Environmental Assessment Utility Availability Letter OCPS Informal School Capacity Determination Planned Unit Development -Low Density ( PUD- LD)/Land Use Plan Planner/Civil Engineer: Poulos & Bennett, LLC 2602 East Livingston St. Orlando, FL 32803 407.487.2594 Surveyor: American Surveying & Mapping, Inc. 3191 Maguire Blvd. Suite 200 Orlando, FL 32803 407.426.7979 Environmental: Modica & Associates, Inc. 302 Mohawk Road Clermont, FL 34715 352.394.2000 LEGAL DESCRIPTION: PARCEL 1: BEGIN AT THE SE CORNER OF THE NE 1/4 OF SECTION 33, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, RUN NORTH 253.35 FEET, WEST 11 CHAINS (726 FEET), THENCE SOUTH 253.35 FEET, THENCE EAST 11 CHAINS (726 FEET) TO THE POINT OF BEGINNING. PARCEL 2: THE SW 1/4 OF THE NW 1/4 OF SECTION 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, LESS ROAD ON NORTH. PARCEL 3: THE NE 1/4 OF THE SE 1/4 OF SECTION 33, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, (LESS THAT PART LYING SOUTH OF THE SEABOARD COAST LINE RAILROAD) AND LESS RAILROAD RIGHT-OF-WAY. LESS & EXCEPT: A PORTION OF PARCEL 3 A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 33, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, BEINGMORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SE CORNER OF THE NE 1/4 OF SECTION 33, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; THENCE ALONG THE NORTH LINE OF THE SOUTHEAST QUARTER (SE1/4) OF SAID SECTION 33, RUN NORTH 89°17'29" WEST, A DISTANCE OF 725.86 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID NORTH SECTION LINE NORTH 89°17'29" WEST, A DISTANCE OF 603.63 FEET TO A POINT ON THE WEST LINE OF SOUTHEAST QUARTER (SE1/4) OF SAID SECTION 33; THENCE ALONG SAID WEST SECTION LINE, RUN SOUTH 00°11'06" WEST, A DISTANCE OF 1,400.31 FEET; THENCE DEPARTING WEST SECTION LINE, RUN SOUTH 89°39'36" EAST, A DISTANCE OF 246.28 FEET TO A POINT ON A NON TANGENT CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 1,304.74 FEET, A CENTRAL ANGLE OF 17°02'08" AND A CHORD DISTANCE OF 386.51 FEET WHICH BEARS NORTH 67°17'34" EAST; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 387.93 FEET TO A POINT OF NON TANGENCY; THENCE NORTH 00°14'35" EAST, A DISTANCE OF 1,245.11 FEET TO THE POINT OF BEGINNING. CONTAINING 812,433 SQUARE FEET OR 18.651 ACRES, MORE OR LESS. PARCEL 4: THE N 1/2 OF THE SW 1/4 OF SECTION 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, (LESS THAT PART LYING SOUTH OF THE SEABOARD COAST LINE RAILROAD) AND LESS RAILROAD RIGHT-OF-WAY. PARCEL 5: BEGIN AT THE NW CORNER OF THE SE 1/4 OF SECTION 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, RUN EAST 534.85 FEET MORE OR LESS TO THE WESTERLY RIGHT OF WAY LINE OF THE CLARCONA-APOPKA ROAD (STATE ROAD S-435), THENCE SOUTH 5° EAST ALONG SAID RIGHT OF WAY LINE 778.85 FEET MORE OR LESS TO THE NORTH RIGHT OF WAY LINE OF THE SEABOARD COAST LINE RAILROAD, THENCE SOUTHWESTERLY ALONG SAID RAILROAD RIGHT OF WAY LINE TO THE WEST LINE OF NW 1/4 OF SE 1/4, THENCE NORTH TO THE POINT OF BEGINNING; LESS PARCELS A. B & C DESCRIBED BELOW: A) FROM THE NW CORNER OF THE SE 1/4 OF SEC. 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, RUN EAST 534.85 FEET MORE OR LESS TO THE WESTERLY RIGHT OF WAY LINE OF THE CLARCONA-APOPKA ROAD, THENCE SOUTH 5° EAST ALONG SAID ROAD RIGHT OF WAY LINE 778.85 FEET MORE OR LESS TO THE NORTH RIGHT OF WAY LINE OF THE SEABOARD COAST LINE RAILROAD FOR THE POINT OF BEGINNING; RUN THENCE NORTH 5° WEST ALONG SAID WESTERLY RIGHT OF WAY LINE OF THE CLARCONA-APOPKA ROAD A DISTANCE OF 138 FEET, THENCE WEST 120 FEET, THENCE SOUTH 5' EAST TO SAID RAILROAD RIGHT OF WAY LINE, THENCE NORTHEASTERLY ALONG THE RAILROAD RIGHT OF WAY LINE TO THE POINT OF BEGINNING; B) THAT PART DEEDED TO ORANGE COUNTY RECORDED IN BOOK 3921, PAGE 115; C) THAT PART DEEDED TO ORANGE COUNTY RECORDED IN BOOK 4934, PAGE 4821. BEGINNING AT THE SW CORNER OF THE SE 1/4 OF THE NW 1/4 OF SECTION 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; THENCE RUN EAST 1850 FEET MORE OR LESS TO THE WEST SIDE OF THE ROAD CONNECTING CLARCONA WITH APOPKA; THENCE NORTHERLY ALONG THE WEST SIDE OF SAID ROAD 885 FEET MORE OR LESS, TO THE SOUTH LINE OF LANDS NOW OR FORMERLY BELONGING TO ONE "CUMBIE" OR "CUMBER"; THENCE WEST 1000 FEET; THENCE NORTH 435 FEET, MORE OR LESS TO THE NORTH LINE OF THE SAID SE 1/4 OF THE NW 1/4 OF SAID SECTION 34, THENCE WEST 840 FEET MORE OR LESS TO THE NW CORNER OF THE SE 1/4 OF THE NW 1/4 OF SECTION 34; THENCE SOUTH 1320 FEET MORE OR LESS TO THE POINT OF BEGINNING, LESS ROAD ON NORTH. for CLRM City of Ocoee, FL Parcel Id. No.: 33-21-28-0000-00-007 33-21-28-0000-00-020 (Portion o� 34-21-28-0000-00-022 4378 VV Keene Rd TOLL 9293 - rsl,fraarSE t 1 44 M1 COrmir.k Rd hscCnrrnftk Rd 1V r �I SF JlTefr+raRNfl�li YY4ti7CJS CKE II !+rf F4yer:i&A - 'fNG2fkhA I, Developer/Applicant: DR Horton, Inc. 6200 Lee Vista B1vd.,Suite 400 Orlando, FL 32822 407.000.0000 LpiiiE Owner CLRM Investments Co. P.O. Box 2635 Winter Park, Fl. 32790 r � WFSTQRANGE MRK f. r'ff Lnke Moe dow FDAJ"STS 3 i Vigrerrr Pork _ .. __ .kE75r-: CInFrom d Cc iL�•_ 'n--1 MMOST€ NE AF QCOET fi48ih'S�f1 IYJJ. LS IS CL4RCDNA "EfGHTS O RLHA PD r^A RK . . 9 0 PRAYPELAKE �A.fNAAILi VILLAC•E C ti zT.E PLECHRSF 41,9 f?"I ITON CA KS � D. r-DRFS T5 OAR= C�urR rRv aiiN WEA^l+cru STh' Vicinity Map Scale: 1" = 3,000' 4r:_ p""Oira OLCEE Rd CLEARWAW HEICHTS 5JE7TA H11LS WAWASSE� FULLS rwx POWERS ;X01PIT-K NORTH �!KACELANO 2 i• OAK LANDJNG. h P 6REEZEWO-0D 1.00 - 1.01 Existing Conditions Plan ■ ■ 2.00 Land Use Plan ■ ■ 3.00 Development Standards & Notes ■ ■ Attachments 1 Alta Survey ■ ■ Date Description 12/21/2018 Submit to City of Ocoee 03/05/2019 Revised per Comments 2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 P&B Job No.: 16-114 PD _ �exaJ::Ae N W KeeroE Rd. a - e 6 CA -V HILLS SSone Rtl fi ' 1�dE5TYYJN� C�.rcorns w � 4�- H.— 7 WESTLAKf I. Project =700 Bounda CODNTriY � e ESTATFS Trnuf Lvk r � WFSTQRANGE MRK f. r'ff Lnke Moe dow FDAJ"STS 3 i Vigrerrr Pork _ .. __ .kE75r-: CInFrom d Cc iL�•_ 'n--1 MMOST€ NE AF QCOET fi48ih'S�f1 IYJJ. LS IS CL4RCDNA "EfGHTS O RLHA PD r^A RK . . 9 0 PRAYPELAKE �A.fNAAILi VILLAC•E C ti zT.E PLECHRSF 41,9 f?"I ITON CA KS � D. r-DRFS T5 OAR= C�urR rRv aiiN WEA^l+cru STh' Vicinity Map Scale: 1" = 3,000' 4r:_ p""Oira OLCEE Rd CLEARWAW HEICHTS 5JE7TA H11LS WAWASSE� FULLS rwx POWERS ;X01PIT-K NORTH �!KACELANO 2 i• OAK LANDJNG. h P 6REEZEWO-0D 1.00 - 1.01 Existing Conditions Plan ■ ■ 2.00 Land Use Plan ■ ■ 3.00 Development Standards & Notes ■ ■ Attachments 1 Alta Survey ■ ■ Date Description 12/21/2018 Submit to City of Ocoee 03/05/2019 Revised per Comments 2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 P&B Job No.: 16-114 PD BI AERIAL & FLUCCSS SCALE: 1" = 400' PROJECT BOUNDARY S Code 1100 tatewideLand Use Land Cover Land Use Low Density, <2 Dwelling Units/Acre 1180 Residential, Rural — one unit on 2 or more acres 1700 Institutional 2150 Field Crops 4110 Pine Flatwoods 4340 Upland Mixed — Coniferous/Hardwood 4410 Coniferous Plantations 6430 Wet Praires 6440 Emergent Aquatic Vegetation 7400 Disturbed Lands AERL),L SOURCE: ORANGE COUNTY GOVERNMENT, 2017 LAND COVER/LAND USE SOURCE: FDEP, MAP DIRECT, 2018 V FT. TOPOGRAPHY TOPO SOURCE: ORANGE COUNTY DEVELOPMENT ENGINEERING 3 SCALE: 1" = 400' 6 6 150 0 300 600 SCALE IN FEET r Key Map: Consultant: 02 03/05/2019 REVISED PER COMMENTS 01 12/21/2018 SUBMIT TO CITY OF OCOEE NO. DATE: DESCRIPTIONS: SUBMISSIONS/REVISIONS VERTICAL DATUM: NGVD 29 ]OB NO.: 16-114 DESIGNED BY: HAL DRAWN BY: DM CHECKED BY: KH APPROVED BY: KH SCALE IN FEET: 1" = 300' Project Name: CLRM PUD -LD Jurisdiction: OCOEE, FL Sheet Title: EXISTING CONDITIONS PLAN Sheet No.: 1.00 0 N C- U Cz 2f Q Poulos & Bennett, LLC 2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 BI qp q qp . SOILS MAP FA = NEMMMON"M a SCALE: 1" = 400' McCormick Road I moon SCALE: 1" = 300' 6 150 0 300 600 F SCALE IN FEET Source: FEMA Map Service Center, Orange Co., Florida, Map No. 12095CO210F, Panel 210, Dated Revised: 09/25/2009. ?OJECT )UNDARY Soil # 3 Soil Classification Sol] Namc Basinger Fine Sands, 0 to 1 % Slopes L 4 Y Candler Fine Sand, 0 To 5 % F A 42 DM Sanibel Muck KH BI qp q qp . SOILS MAP FA = NEMMMON"M a SCALE: 1" = 400' McCormick Road I moon SCALE: 1" = 300' 6 150 0 300 600 F SCALE IN FEET Source: FEMA Map Service Center, Orange Co., Florida, Map No. 12095CO210F, Panel 210, Dated Revised: 09/25/2009. ?OJECT )UNDARY Soil # 3 Soil Classification Sol] Namc Basinger Fine Sands, 0 to 1 % Slopes Hydrologic Group D 4 JOB NO.: Candler Fine Sand, 0 To 5 % Slopes A 42 DM Sanibel Muck KH B/D 46 SCALE IN FEET: Tavares Fine Sand, 0 To 5 % Slopes A 47 Taveres— Mil Ihopper Complex, 0 To 5 % Slopes A 99 Water Source: USDA Natural Resource — Orange County, FL, Dated: March 2017 Key Map: Consultant: 02 03/05/2019 REVISED PER COMMENTS 01 12/21/2018 SUBMIT TO CITY OF OCOEE No. DAR: DESCRIPTIONS: SUBMISSIONS/REVISIONS VERTICAL DATUM: NGVD 29 JOB NO.: 16-114 DESIGNED BY: HAL DRAWN BY: DM CHECkED BY: KH APPROVED BY: KH SCALE IN FEET: 1" = 300' Project Name: CLRM PUD -LD Jurisdiction: OCOEE, FL Sheet Title: EXISTING CONDITIONS PLAN Sheet No.: 1.01 Poulos & Bennett, LLC 2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 ■■ q■ --------------------------------- ------------------------------------------------------------------- ------------------ ----- - - --- t=====_-__________________________________________________________________ - ---------------- 1 Open Space 9.10 Ac. I I 1 I � Open Space I � � 7.23 Ac. Stornuuater 1 I Stormwater 1 1'�nd Tract Wetland Stormwater— I I Pond Tract 1.05 Ate/ 0.67 Ac. Pond Tract 2.60 Ac. 1.50 Ac I Stormwater Pond Tract 2.90 Ac,/ / Stormwat Pond Tra '-� 4.05 Ac. 1.80 Ac.' I I Stol _ I Por. ark Tra — _ _ I 3. 0.56 Ac. J� — — I I c I Wetland I I I I PROJECT BOUNDARY 2.67 Ac. I Stormwater Stormwater I IPond Tract Pond Tract Trout Lake 7.81 Ac. I \ 2.15 Ac. _ _ I 9.68 Ac. l � -- I ------T-TT F �3 ■ Park Tract 2.97 Ac. - ------- - - - - -- ---� WON on 0000000offonow aw/ _"70- ___- ■ PROPOSED WETLAND IMPACT 1.52 Ac. I 6 1 I 100 0 200 400 / SCALE IN FEET 1 I I I 1z ; I Open Space 19.35 Ac. I ' 1 I ' 1 � � 1 I I I I I I I ' I 1 I )ac 1 .c. 1 I I I I I I I I I I I I ' I I I I I I x � I Park Tra 0.73 Ac. Storrnwatlfr I Pnd Tra6t 71.80 Ac. Open Space 16.25 Ac. 00 ■® ON ■0 Key Map: Consultant: 02 02/22/2019 REVISED PER COMMENTS 01 12/21/2018 SUBMIT TO CITY OF OCOEE NO. DATE: DESCRIPTIONS: i VERTICAL DATUM: NGVD 29 JOB NO.: 16-114 DESIGNED BY: HAL DRAWN BY: DM CHECKED BY: KH APPROVED BY: KH SCALE IN FEET: 1" = 300' I I II� I ' 1' I I 1z ; I Open Space 19.35 Ac. I ' 1 I ' 1 � � 1 I I I I I I I ' I 1 I )ac 1 .c. 1 I I I I I I I I I I I I ' I I I I I I x � I Park Tra 0.73 Ac. Storrnwatlfr I Pnd Tra6t 71.80 Ac. Open Space 16.25 Ac. 00 ■® ON ■0 Key Map: Consultant: 02 02/22/2019 REVISED PER COMMENTS 01 12/21/2018 SUBMIT TO CITY OF OCOEE NO. DATE: DESCRIPTIONS: SUBMISSIONS/REVISIONS VERTICAL DATUM: NGVD 29 JOB NO.: 16-114 DESIGNED BY: HAL DRAWN BY: DM CHECKED BY: KH APPROVED BY: KH SCALE IN FEET: 1" = 300' Project Name: CLRM PUD—LD Jurisdiction: OCOEE, FL Sheet Title: LAND USE PLAN Sheet No.: 2.00 g 0 N CIOL 2 - Poulos Poulos & Bennett, LLC 2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 PROJECT DATA SUMMARY GENERAL INFORMATION: PROPOSED USES: 381 SINGLE FAMILY DETACHED UNITS. EXISTING ZONING: A-1 (ORANGE COUNTY) PROPOSED ZONING: PUD -LD (CITY OF OCOEE) CURRENT FUTURE LAND USE: RURAL 1 DU/5 ACRE (ORANGE COUNTY) PROPOSED FUTURE LAND USE: LOW DENSITY RESIDENTIAL (CITY OF OCOEE) WATER SERVICE: ORANGE COUNTY UTILITIES WASTEWATER SERVICE: ORANGE COUNTY UTILITIES RECLAIMED WATER SERVICE: CITY OF OCOEE UTILITIES SCHOOL/STUDENT GENERATION: SEE THE SCHOOL DEMAND TABLE ON THIS SHEET. A CEA WILL BE OBTAINED PRIOR TO APPROVAL. STORMWATER: THE PROJECT WILL BE SERVICED BY A MASTER STORMWATER SYSTEM. THE STORMWATER SYSTEM WILL BE DESIGNED TO MEET THE REQUIREMENTS OF THE CITY OF OCOEE SUBDIVISION REGULATIONS AND ST. JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD) REGULATIONS. TRAFFIC: A TRANSPORTATION CAPACITY RESERVATION CERTIFICATE FOR THE PROJECT WILL BE OBTAINED PRIOR TO CONSTRUCTION PLAN SUBMITTAL. OPEN SPACE: THE PROJECT IS WITHIN THE WEKIVA STUDY AREA, HOWEVER, NONE OF THE RESOURCES IDENTIFIED IN THE COMPREHENSIVE PLAN FLU POLICY 7.7.1 ARE PRESENT ON SITE. THEREFORE, THE PROJECT IS REQUIRED TO MEET THE 25% PUD OPEN SPACE REQUIREMENT IN LDC SECTION 4-5(L)(3). RECREATION: RECREATION WILL MEET REQUIREMENTS OF THE CITY OF OCOEE CODE ARTICLE IV SECTION 4-5(L)(4). RECREATION WELL BE PROVIDED AT A RATIO OF FIVE ACRES PER ONE THOUSAND PROJECTED POPULATION OR FIVE PERCENT OF THE GROSS LAND AREA, WHICHEVER IS GREATER. POPULATION SHALL BE CALCULATED ON THE BASIS OF 3.0 PERSONS PER SINGLE-FAMILY UNIT. SIGNAGE: SIGNAGE WILL COMPLY WITH CITY OF OCOEE CODE ARTICLE VIII. PHASING: THIS PROJECT MAY BE CONSTRUCTED IN PHASES WITH APPROPRIATE ACCESS, DRAINAGE & UTILITIES TO SERVE EACH PHASE. FIRE FLOW: 1. OCOEE FIRE FLOW REQUIREMENT: 500 GPM. 2. THE DEVELOPMENT WILL COMPLY WITH ALL CITY OF OCOEE AND STATE LEVEL FIRE FLOW REQUIREMENTS. PARKING: B1 TWO (2) OFF-STREET PARKING SPACES FOR EACH SEPARATE DWELLING UNIT WILL BE PROVIDED. GENERAL: 1. COMMON OPEN SPACE AND PRIVATE RECREATIONAL AREAS AND FACILITIES SHALL BE OWNED AND MAINTAINED BY THE DESIGNATED HOME OWNERS ASSOCIATION. 2. A PUBLIC TRAIL TRACT SHALL BE DEDICATED TO THE CITY AT THE TIME OF PLATTING FOR A CONNECTION TO THE WEST ORANGE TRAIL. PROPOSED DEVELOPMENT STANDARDS (1) Min. living area shall be defined as area heated & cooled. WATER GENERATION Student Single Family Residential Units Front Setback: 15'/7' for Front Porch Side Setback 5' Side Street Setback: 10' Driveway Setback 2' from Side Property Line Rear Setback: 20' PUD Perimeter Primary Building Setback 25' 1 or 2 Story Structures PUD Perimeter Primary Building Setback 30' 3 Story Structures PUD Perimeter Primary Building Setback from Adjacent Residential 50' Accessory Structure Setback: 5' Residential Building Height: 3 stories /45' Min. Lot Width 40' Min. Living Area(1) 1,200s Min. Lot Depth 110' Max. Impervious Lot Coverage 70% of Net Land Area Max. Coverage of All Buildings 30% of Gross Land Area Building Setback from McCormick Road 25' Building Setback from Apopka Vineland Road 50' Lakefront: 50' from NHWE (1) Min. living area shall be defined as area heated & cooled. WATER GENERATION WASTE WATER GENERATION Student Projected Potable Water Demand Units Gallons per FRU per Day Proposed JOB NO.: Gallons per Da 381 275 104,775 WASTE WATER GENERATION SCHOOL DEMAND Student Projected Waste Water Demand Units Gallons per ERU per Day Proposed JOB NO.: Gallons per Da 381 225 85,725 SCHOOL DEMAND (1) Student generation rates per Orange County Public Schools. RESIDENTIAL TRIP GENERATION Student NO. DATE: DESCRIPTIONS: Projected Land Use Proposed JOB NO.: 16-114 Generation Use ITE Code Student District Trip Dwelling Units APPROVED BY: Units Rate NTS Population Single Family 0.417 1 381 159 (1) Student generation rates per Orange County Public Schools. RESIDENTIAL TRIP GENERATION Trip Generation rates base on the ITE Trip Generation Handbook - 10th Edition. Key Map: Consultant: 02 02/22/2019 REVISED PER COMMENTS 01 12/21/2018 SUBMIT TO CITY OF OCOEE NO. DATE: DESCRIPTIONS: PM Peak SUBMISSIONS/REVISIONS Dwelling JOB NO.: 16-114 DESIGNED BY: Use ITE Code DRAWN BY: Daily Trip Rate Daily Trips Trip PM Trips APPROVED BY: Units SCALE IN FEET: NTS Rate Single Family 210 381 9.34 3,559 1.00 381 Trip Generation rates base on the ITE Trip Generation Handbook - 10th Edition. Key Map: Consultant: 02 02/22/2019 REVISED PER COMMENTS 01 12/21/2018 SUBMIT TO CITY OF OCOEE NO. DATE: DESCRIPTIONS: SUBMISSIONS/REVISIONS VERTICAL DATUM: NGVD 29 JOB NO.: 16-114 DESIGNED BY: HAL DRAWN BY: DM CHECKED BY: KH APPROVED BY: KH SCALE IN FEET: NTS Project Name: CLRM PUD -LD Jurisdiction: OCOEE, FL Sheet Title: DEVELOPMENT STANDARDS & NOTES Sheet No.: 2.01 0 N U cu Q Poulos & Bennett, LLC 2602 E. Livingston St., Orlando, FL 32803 Tel. 407.487.2594 www.poulosandbennett.com Eng. Bus. No. 28567 NORTH ARROW & SCALE 1 1 " = 250' GRAPHIC SCALE 0 125' 250' 500' I I k Z,j F -- ZONE _L� -NE ZONE E" \ /NAIL & DISK (3993) o METAL TRASH BIN / I 0.3' N 1 OWIER: o REITER, BAR Y A. ET AL. j PARCE NO.: / 33212800 000005 I / -' W X I :CO2 w L(7 Ll z I 00 IN co/ / I In i 13 I I OWNER:AL RWSKI, DAVID ' / OWNER: REITER, BARRY A. ET AL. I PA CEL NO.: PARCEL NO.: 332128000000041 I 332128000000006 O 0.7 // NAIL & DISK (27JW) OWNER: ADAMS, W�ER ET AL. IN FENCE P OWNER: 1/4" IRON ROD I PARCEL NO.: 3321 8000000030 (0.4 N, 0.4' KENSINGTON MANOR & CAP (2764) Ngg'17'/2g"W 726.00' M1" IRON PIPE HOMEOWNERS ASSOCIATION, INC. 5.4' N, 0.3' E I "' ( PARCEL NO.: 332128421600006 ^WEST 11 CHAINS (726')(R) � ZONE "X' o I N-) ZON U "I z PVC PIPE IN L!7 E AE �\ w p z 1 STORY METAL BUILDING STANDING WATER I o PARCEL 1(R y 1D (NO ID) � V) OWNER: CLRM INVESTMENT`CO. ir1 `� N N 7b 3,7s7f SQ.FT. II I 30' 30' 6 I I } 1 1, r �I 0 I 1 o 6MaCORMICK0' WIDE PUBLIC H ROAD Y i-5'± WIDE SIDE WALK (TYP) -L�89°59'47"W 2204.84'(M� t 1" IRON ROD & CAP (LB 3382) 1.r 5 t WIDE SIDE WALK (TYP) oo LESS ROAD 5.3' S & ON LINE ON NORTH(R) ^ H Zp E "A 10' WIDE FLORIDA POWER � � 13 I 13 10'± WIDE / I O9 CORPORATION EASEMENT DIRT ROAD PER BK 3737, PG 1328 � = OWNER: SWEAZY, JEANNE E. I OWNER: ADAMS, WALTER ET AL. \ N � PARCEL NO.: 3421280000020 PARCEL NO.: 342128000000005 PARCEL 2(R J1/4OFNW1 OF SECTION 3� 10'± WIDE DIRT ROAD I Z o I 'ry 0.2' WEST 1000'(R) it 1" IRON ROD & CAP (LB 3382) S89°33'4 'W 989.80'(0) ZONE "X" -ZONE "A / \ \ SE 1/4 OF NW 1/4 OF SECTION 34 \\\ PARCEL 6(R) i POB PARCEL 6(R) 0.2'N & 1.0'W M O M I 8'± WIDE I SW CORNER OF SE 1/4 603.63 (C) I II O o PARCEL NO.: 3321280000fl9007z 7c HEIGHT= ##.#'± BRICK ROAD OF NW 1/4 OF SECTION 33 N O 0 N Nss 17'2s"w 725.ss'(C) L{� ❑ ##•#' EAST 1850' MORE OR LESS(R) 3997.81'(M) N89°17'29"W �I cn N L _ _ _ EAST 11 CHAINS(726')(R) S89°50'32"E 1317.97'(C) NORTH LINE OF SE 1/44,(M) 3 34 , 4 -BUILDING 8'± WIDE S89'50'32"E 2634.99'(C)1" IRON ROD N89'17'29"W M POB 5324 1 STORY CMU BUILDING 1" IRON ROD & TIE ANCHORS DIRT ROAD FCM 4X4 (NO ID) M >-w 12462,8 ' 7C HEIGHT=##.#'± CAP (4475 ACURITE) PARCEL 3 LESS & EXCEPT POC 8'± WIDE PARCEL NO.: 342128000000022 J CCR #065676 10'± WIDE U '� PARCEL NO.: L GRAVEL ROAD 5.8' N, 0.2' E "0 1 STORY CMU BUILDING � PARCEL 3 n"° DP& 7b 1,016± SQ.FT. M 4 7c HEIWT=##•#'± 19°25'48" 442.46' PARCEL 4(R) LESS & EXCEP 1941.36' OF SECTION 34 313.53' 313.18' N82°49'53"E C5 1934.86' 8°20'13" 281.54' P1(R) S88°22'55"E CP 1407.39' 35°00'56" 860.11' 846.78' N78°14'34"E C7 1304.74' 2°23'40" 54.53' 54.52' S77°00'27"W C8 1304.74' 17°02'08" 387.93' 386.51' PA RCE CAP (FDOT 2108) 1 4 - BUILDING �r l� l / PARCEL C(R) / (60.8' NE & ON LINE) I ROD 1i �` ` f J� IN SE CORNER�dF'�dE'�/� 6 ION 33 TIE ANCHORS I - .,\�QO ' w= alx 1" IRON ROD TROUT LAKE 4"X4" CONCRETE MENT 2 STORY CMU BUILDING COUNTY BCC NE & ON LINE) 0 O N N PARCEL NO.: ^ 0 ID) 1,5 5± SQ.FT. 7b � oa z 00 C6 w PARCEL NO.: SECTION CORNER (R) I INTERSECTION OF / HEIQHT=##.#'± 7C / Li Li J rl 00 (^' N 0 OTVMK - SQ.FT. SQUARE FEET O_ J 00 oYwa� POINT OF COMMENCEMENT ❑E ELECTRICAL BOX POB POINT OF BEGINNING o GUY ANCHOR, U.N.O. o a M w PARCEL 3 W �` LIGHT POLE / nH0 0 "' ® N LESS & EXCEPT N @TSP TRAFFIC SIGNAL POST �! °a UNLESS NOTED OTHERWISE O Li PARCEL 3(R) / ,Q.7 Q Lv NE 1/4 OF SE 1/4 rn w/cam J o a .. 0 14 1 J J OF SECTION 33 .,o xzo H- xop z 00 Lr,n� Lu J � >> > co r,1 w�-il `� o 00 Imo% / D Z w� Qda00 Q0 a o O�aM I I O O M II O oaN J M �1 3 Z I Q M / � O �I O z I O OWNER: CLRM INVESTMENT CO. 7b 602± SQ.FT. 0.2' S, 0 1 STORY CMU BUILDING 7c HEIGHT=##.#'± - - _ _ZONE "X_ ZONE "A" ]b 2,146± SQ.FT. M >-w 12462,8 ' 7C HEIGHT=##.#'± 1- LENGTH OWNER: CLRM INVESTMENT CO. 8'± WIDE PARCEL NO.: 342128000000022 DIRT ROAD Y � U o COX, KENNETH V. ET 10'± WIDE U '� PARCEL NO.: L GRAVEL ROAD m o 332128000000029 "0 1 STORY CMU BUILDING � d n"° O� 7b 1,016± SQ.FT. M 4 7c HEIWT=##•#'± 19°25'48" 442.46' PARCEL 4(R) o N 1/2 OF SW 1/4 1941.36' OF SECTION 34 0 0 ,e, PARCEL NO.: 332128000000020 1 1 1/2" IRON ROD o _ 2 -DEAD 6"0 PIPE S11'47'42"E &CAP J- '� 63.00'(C)J (L84741) 0.3' S ' 1/2" IRON PARCEL 4 - LESS(R) / �x N 1/2" IRON ROD & C , 4.6 (C) RAILROAD RIGHT-OF-WAY Z�z� (LB4741) 0.2' 369 54 �C) C4 _ C5 �. S84`12� g" RO(LB4741) / ''' z ¢ w r . \ S11 °47'43c) 18 E - _ E _ BEARING BASIS �I 3:: Y w a co 63.00'(0) , N� 8°� 2 _ _ - _� _ _ _ - S84°14'58 'E 1070.40'( p a N 14'± WIDE ASPHALT TRAIL PN - - _ C / " '� I G$ (4714) i VARIABLE WIDTH PUBLIC RICHT - - V) _ 1" IRON PIPE 4"x4" (4714) PARCEL 4 - LESS(R) (ABANDONED CSX F, 77 U N RAILROAD CORRIDOR) \ w 1.2' S, 1.7 W PART LYING SOUTH OF - PNT PARCEL 3 - LESS(R) P •' I SEABOARD COAST LINE RAILROAD 14 t WIDE ASPHALT TRAIL I_ _ �_ _U RAILROAD RIGHT-OF-WAY F i+ 13 - - - - - - 9°39'3(0' 1" IRON ROD OWNER: TIITF CURVE DATA M >-w 12462,8 ' RADIUS 1- LENGTH 0omo i i 13 J \ �z W a N OWNER: 2914.79' Y � U o COX, KENNETH V. ET J U '� PARCEL NO.: L NO2°57'42"E m o 332128000000029 3242.98' d 274.85' O� NO2°19'08"E M 4 CURVE DATA NUMBER RADIUS DELTA LENGTH CHORD CHORD BEARING Cl 2914.79' 11 °45'19" 598.02' 596.98' NO2°57'42"E C2 3242.98' 4°51'21" 274.85' 274.76' NO2°19'08"E C3 1304.74' 19°25'48" 442.46' 440.34' N68°29'23"E C4 1941.36' 9°15'11" 313.53' 313.18' N82°49'53"E C5 1934.86' 8°20'13" 281.54' 281.29' S88°22'55"E C6 1407.39' 35°00'56" 860.11' 846.78' N78°14'34"E C7 1304.74' 2°23'40" 54.53' 54.52' S77°00'27"W C8 1304.74' 17°02'08" 387.93' 386.51' N67°17'33"E _ 1.2 / PARCEL NO.: PARCEL 3 - LES�(R) 13 OWNER: TIITF Ioq 332128000000057 PART LYING SOUTH \OF 332128000000057 po 5(R) rq PARCEL B(R) COUNTY BCC SEABOARD COAST / J 00 N PARCEL NO.: LINE RAILROAD \ 332128000000111 181.59' 1/4" IRON ROD N00°06'33"W (I / &CAP (L67194) S00°17'26"W I I N 0.3'N L2 1/2" IRON ROD A(R) FLOOD ZONE BOUNDARY 0 DIAMETER I 1 o &CAP (L871\) I I \ U) CHORD BEARING OHU 1 CHID /2" & I I 1 \ CMP I� I ON LINE) 1" IRON ROD & / � I 1 1 CP N CAP (FDOT 2108) � �r l� l / PARCEL C(R) / (60.8' NE & ON LINE) I ROD 1i �` ` f J� IN & CAP (LOB4 DP&T - .,\�QO ' w= alx 1" IRON ROD _ - OWNER: ORANGE & CAP (LB4741) (M) COUNTY BCC NE & ON LINE) 0 O N N PARCEL NO.: / 13 332128000000096 ' 4"x4" (4714) OWNER: TIITF C6 (57.4' S AT PARCEL NO.: SECTION CORNER (R) I INTERSECTION OF 332128000000031 CCR #0041763 6"x6" CONCRETE MONUMENT 33 34(No ID) 4 3 I I :7- .\ ' f \ LAND AREA: TOTAL AREA: LESS & EXCEPT PARCEL 3 AREA REMAINING AREA: � L � - N 00 d N L 14'± WIDE ASPHALT TRAIL 1 10' WIDE FLORIDA POWER CORPORATION EASEMENT O9 1 PER BK 3737, PG 1328 I� 1 1/2" IRON Y ROD & CAP (LB7194) 0.2'S IPARCEL 49 (PROPOSED 40' WIDE UTILITY EASEMENT) 11 PER BK 9923, PG 9176 I 2" IRON PIPE I 2.4' N, 3.5.5=E � IRON TRIANGLE POST (11.2' N, 0.3' E) 1 /4" IRON ROD & CAP (L67194) -L-4- PARCEL 804 (DRAINAGE EASEMENT) PER BK 4029, PG 1550 & BK 3921, PG 117 PARCEL 4 - LESS(R)- PART LYING SOUTH OF SEABOARD COAST LINE RAILROAD 1.2 / DIRECTION 13 13 OWNER: TIITF Ioq PARCEL ESS - OWNER: ORANGE 332128000000057 po 5(R) rq PARCEL B(R) COUNTY BCC Ol / J PARCEL 104 PARCEL NO.: w ORB 3921, P 15 332128000000111 181.59' 1/4" IRON ROD N00°06'33"W LESS - / &CAP (L67194) S00°17'26"W I PARCEL A 0.3'N L2 1/2" IRON ROD A(R) FLOOD ZONE BOUNDARY 1/4" IRON ROD DIAMETER (50.0' E & ON LINE) ° GUARDRAIL (C) &CAP (L871\) I I IRON PIPE � � CHORD BEARING OHU OVERHEAD UTILITY LINE CHID /2" & U HOG WIRE FENCE CMP 1 /2" IRON ROD 00 ON LINE) 1" IRON ROD & / CONCRETE UD NIT 1 & CAP (IL GIBLE) CP LESS - CAP (FDOT 2108) � �r l� l / PARCEL C(R) / (60.8' NE & ON LINE) I ROD 1i �` ` f J� ORB 4934, PG 188 821 & CAP (LOB4 DP&T / (28.2' NE & ON LINE) .,\�QO ' ASPHALT ETRAIL 13 1" IRON ROD OWNER: ORANGE & CAP (LB4741) (M) COUNTY BCC NE & ON LINE) MONUMENT AS NOTED PARCEL NO.: MITERED END SECTION 13 332128000000096 ' 4"x4" (4714) OWNER: TIITF C6 (57.4' S AT PARCEL NO.: SECTION CORNER (R) I INTERSECTION OF 332128000000031 PARCEL 4 - LESS(R)- PART LYING SOUTH OF SEABOARD COAST LINE RAILROAD N W R/W LINE & DIRECTION SECTION LINE) 13 OWNER: TIITF Ioq PARCEL NO.: L2 332128000000057 po vlto Ol rn I� �I N W LINE # DIRECTION LENGTH L1 Ioq o L2 N89°49'14"W po o Ol N I� - - - - w L5 N08°50'20"E 181.59' to N00°06'33"W 31.82' L7 S00°17'26"W 6.47' A CENTRAL ANGLE 0 FLOOD ZONE BOUNDARY I0 N 9,229,292 f SQUARE FEET 812,433 ± SQUARE FEET 8,416,859 t SQUARE FEET LINE TABLE LINE # DIRECTION LENGTH L1 N00°07'58"W 234.77' L2 N89°49'14"W 124.23' L3 N00°10'46"E 217.39' L4 S89°49'14"E 233.02' L5 N08°50'20"E 181.59' L6 N00°06'33"W 31.82' L7 S00°17'26"W 6.47' 6"x6" WITH 3 1" IRON ROD CCR #065678 3 211.875 f ACRES 18.651 ± ACRES 193.224 t ACRES LEGAL DESCRIPTION PARCEL 1: BEGIN AT THE SE CORNER OF THE NE 1/4 OF SECTION 33, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, RUN NORTH 253.35 FEET, WEST 11 CHAINS (726 FEET), THENCE SOUTH 253.35 FEET, THENCE EAST 11 CHAINS (726 FEET) TO THE POINT OF BEGINNING. PARCEL 2: THE SW 1/4 OF THE NW 1/4 OF SECTION 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, LESS ROAD ON NORTH. PARCEL 3: THE NE 1/4 OF THE SE 1/4 OF SECTION 33, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, (LESS THAT PART LYING SOUTH OF THE SEABOARD COAST LINE RAILROAD) AND LESS RAILROAD RIGHT-OF-WAY. LESS & EXCEPT: A PORTION OF PARCEL 3 A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 33, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, BEINGMORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SE CORNER OF THE NE 1/4 OF SECTION 33, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; THENCE ALONG THE NORTH LINE OF THE SOUTHEAST QUARTER (SE1/4) OF SAID SECTION 33, RUN NORTH 89'17'29" WEST, A DISTANCE OF 725.86 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID NORTH SECTION LINE NORTH 89'17'29" WEST, A DISTANCE OF 603.63 FEET TO A POINT ON THE WEST LINE OF SOUTHEAST QUARTER (SE1/4) OF SAID SECTION 33; THENCE ALONG SAID WEST SECTION LINE, RUN SOUTH 00°11'06" WEST, A DISTANCE OF 1,400.31 FEET; THENCE DEPARTING WEST SECTION LINE, RUN SOUTH 89°39'36" EAST, A DISTANCE OF 246.28 FEET TO A POINT ON A NON TANGENT CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 1,304.74 FEET, A CENTRAL ANGLE OF 17'02'08" AND A CHORD DISTANCE OF 386.51 FEET WHICH BEARS NORTH 67°17'34" EAST; THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 387.93 FEET TO A POINT OF NON TANGENCY; THENCE NORTH 00'14'35" EAST, A DISTANCE OF 1,245.11 FEET TO THE POINT OF BEGINNING. CONTAINING 812,433 SQUARE FEET OR 18.651 ACRES, MORE OR LESS. PARCEL 4: THE N 1/2 OF THE SW 1/4 OF SECTION 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, (LESS THAT PART LYING SOUTH OF THE SEABOARD COAST LINE RAILROAD) AND LESS RAILROAD RIGHT-OF-WAY. BEGIN AT THE NW CORNER OF THE SE 1/4 OF SECTION 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, RUN EAST 534.85 FEET MORE OR LESS TO THE WESTERLY RIGHT OF WAY LINE OF THE CLARCONA-APOPKA ROAD (STATE ROAD S-435), THENCE SOUTH 5° EAST ALONG SAID RIGHT OF WAY LINE 778.85 FEET MORE OR LESS TO THE NORTH RIGHT OF WAY LINE OF THE SEABOARD COAST LINE RAILROAD, THENCE SOUTHWESTERLY ALONG SAID RAILROAD RIGHT OF WAY LINE TO THE WEST LINE OF NW 1/4 OF SE 1/4, THENCE NORTH TO THE POINT OF BEGINNING; A) FROM THE NW CORNER OF THE SE 1/4 OF SEC. 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, RUN EAST 534.85 FEET MORE OR LESS TO THE WESTERLY RIGHT OF WAY LINE OF THE CLARCONA-APOPKA ROAD, THENCE SOUTH 5° EAST ALONG SAID ROAD RIGHT OF WAY LINE 778.85 FEET MORE OR LESS TO THE NORTH RIGHT OF WAY LINE OF THE SEABOARD COAST LINE RAILROAD FOR THE POINT OF BEGINNING; RUN THENCE NORTH 5° WEST ALONG SAID WESTERLY RIGHT OF WAY LINE OF THE CLARCONA-APOPKA ROAD A DISTANCE OF 138 FEET, THENCE WEST 120 FEET, THENCE SOUTH 5° EAST TO SAID RAILROAD RIGHT OF WAY LINE, THENCE NORTHEASTERLY ALONG THE RAILROAD RIGHT OF WAY LINE TO THE POINT OF BEGINNING; B) THAT PART DEEDED TO ORANGE COUNTY RECORDED IN BOOK 3921, PAGE 115; C) THAT PART DEEDED TO ORANGE COUNTY RECORDED IN BOOK 4934, PAGE 4821. PARCEL 6: BEGINNING AT THE SW CORNER OF THE SE 1/4 OF THE NW 1/4 OF SECTION 34, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; THENCE RUN EAST 1850 FEET MORE OR LESS TO THE WEST SIDE OF THE ROAD CONNECTING CLARCONA WITH APOPKA; THENCE NORTHERLY ALONG THE WEST SIDE OF SAID ROAD 885 FEET MORE OR LESS, TO THE SOUTH LINE OF LANDS NOW OR FORMERLY BELONGING TO ONE "CUMBIE" OR "CUMBER"; THENCE WEST 1000 FEET; THENCE NORTH 435 FEET, MORE OR LESS TO THE NORTH LINE OF THE SAID SE 1/4 OF THE NW 1/4 OF SAID SECTION 34, THENCE WEST 840 FEET MORE OR LESS TO THE NW CORNER OF THE SE 1/4 OF THE NW 1/4 OF SECTION 34; THENCE SOUTH 1320 FEET MORE OR LESS TO THE POINT OF BEGINNING, LESS ROAD ON NORTH. SURVEYOR'S NOTES 1. THE BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY BOUNDARY LINE OF PARCEL 4, HAVING AN ASSUMED BEARING OF S84°14'58"E. 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT-OF-WAY OR RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF LAND. 4. 1 HAVE EXAMINED THE FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL NUMBER 12095CO21OF DATED 09/25/2009 AND COMMUNITY PANEL NUMBER 12095CO23OF DATED 09/25/2009, AND FOUND THE SUBJECT PROPERTY LIES IN ZONE "A", ZONE "AE", AND ZONE 5. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PROFESSIONAL SURVEYOR & MAPPER. 6. ALL RECORDING INFORMATION SHOWN HEREON REFERS TO THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. SHEET 1 OF 1 E - Z D'w:2i Of �HL� LEGEND AND ABBREVIATIONS CONCRETE SURFACE 0 SATELLITE DISH Q Lu BRICK SURFACE `� UTILITY POLE Lj- w :D z Q=W J z `�T UTILITY POLE WITH TRANSFORMER x CHAIN LINK FENCE z � =Ulm I c'W H- W_ " EDGE OF WATER >- = Z m OOofw< W z r U) Q L`U5�Lj- ON A CENTRAL ANGLE - - FLOOD ZONE BOUNDARY 0 DIAMETER ° GUARDRAIL (C) CALCULATED DATA m cn Lu CHB CHORD BEARING OHU OVERHEAD UTILITY LINE CHID CHORD LENGTH U HOG WIRE FENCE CMP METAL PE EMASONRY 00 CMU CONCRETE UD NIT 0 METAL FENCE CP CONCRETE PAD O � CW CONCRETE WALL SD STORM SEWER LINE LL O z QILu z O_ DP&T DIESEL PUMP & TANK � O WOOD FENCE L ARC LENGTH ❑ FOUND CONCRETE (M) FIELD MEASURED DATA (D MONUMENT AS NOTED MES MITERED END SECTION NO. NUMBER 0 FOUND MONUMENT AS NOTED R RADIUS ►� SECTION CORNER (R) RECORD DESCRIPTION DATA Z RCP REINFORCED CONCRETE PIPE OTVMK CABLE TV UTILITY MARKER SQ.FT. SQUARE FEET O_ J POC POINT OF COMMENCEMENT ❑E ELECTRICAL BOX POB POINT OF BEGINNING o GUY ANCHOR, U.N.O. D_ IRRIGATION CONTROL VALVE W (n LIGHT POLE Q c� ® MANHOLE (UNKNOWN) o @TSP TRAFFIC SIGNAL POST U.N.O. UNLESS NOTED OTHERWISE SHEET 1 OF 1 E - Z D'w:2i Of �HL� LL_ Z O m W Q i:= � = oz 0Q 0 (L LU o00QQ(n Q Lu >- W J (n Lu z DO Lof - O H � p U G Lj- w :D z Q=W J z L1J (D (nO0E->L�Q CD z z � =Ulm I c'W H- W_ 00 -ow�z�Q�nlz� >- = Z m OOofw< W z r U) Q L`U5�Lj- ON L� Q > OJWLU< N LL O w Q Q�z~0 UEE) w ()f _ �N=uj m cn Lu LL- Of 1.- U 0 W Lv W Q =o�am<a N � U © 2016. AMERICAN SURVEYING &MAPPING, INC. ALL RIGHTS RESERVED. REPRODUCTION OR COPYING OF THIS DOCUMENT MAYBE A VIOLATION OF COPYRIGHT LAW UNLESS PERMISSION OF THE AUTHOR AND/OR COPYRIGHT HOLDER IS OBTAINED. LL_ 0 Q Lu O 00 N Lj- L1J (D CD z z � O U >- D W z W L� Q > r -I N O w LL- ?> I..I. Q O J U N Q U Ld z °6 00 rnM X N Ln z C/) O � W Lu LL O z QILu z O_ ^II � O U) z cn Q ~ w (D X cn cn >Z �w cn Ld z O Z J O_ J Q Q 12- Q N o 0 O D_ w W (n c� Q c� co J > o W 0 Q rn W H- Q co D \ CV O O Z © 2016. AMERICAN SURVEYING &MAPPING, INC. ALL RIGHTS RESERVED. REPRODUCTION OR COPYING OF THIS DOCUMENT MAYBE A VIOLATION OF COPYRIGHT LAW UNLESS PERMISSION OF THE AUTHOR AND/OR COPYRIGHT HOLDER IS OBTAINED. 0 Q Lu O 00 N Lj- L1J (D z z � O U >- D W z W L� Q > r -I N O \ LL- ?> I..I. Q O J U N Q M Ld z °6 00 rnM N Ln z C/) O � Lu LL O z QILu z O_ ^II � O U) z O Q ~ w (D X cn © 2016. AMERICAN SURVEYING &MAPPING, INC. ALL RIGHTS RESERVED. REPRODUCTION OR COPYING OF THIS DOCUMENT MAYBE A VIOLATION OF COPYRIGHT LAW UNLESS PERMISSION OF THE AUTHOR AND/OR COPYRIGHT HOLDER IS OBTAINED. W O L� > \ O ?> N W N UJ Jo z QILu ^II o J Q m LLJ (D X O c� >Z �w z O M J Q Q 12- Q N o LLJ O D_ w LL (n c� Q c� co J © 2016. AMERICAN SURVEYING &MAPPING, INC. ALL RIGHTS RESERVED. REPRODUCTION OR COPYING OF THIS DOCUMENT MAYBE A VIOLATION OF COPYRIGHT LAW UNLESS PERMISSION OF THE AUTHOR AND/OR COPYRIGHT HOLDER IS OBTAINED. D•R•HORMN® A~64 -&Ws Oma. -jr --- APIII QUI Elston 4 Bedrooms, 2.5 Bathrooms, 2 -Car Garage, 2,260 Sq. Ft. drhorton.com/orlando E LSTO N Floorplans and elevations are artist's renderings for illustration purposes only. Features, sizes and details are approximate and will vary from the homes as built. Square footage Q dimensions are approximate. Builder reserves the right to change and/or alter materials, specifications, features, dimensions, designs and price without prior notice or obligation. # CBC1252212 U•R•HOR1[ON' A,.W�FWI- B►udVWeP FIRST FLOOR FLOORPLAN SECOND OO' D-R-HOMN* A~P�r o SW4441'r ELSTON Elston drhorton.com/orlando LZFl.rpla,,,3,d elevations are artists renderings for illustration purposes only. Features, sizes and details are approximate and will vary from the homes as built. Square footage dimensions are approximate. Builder reserves the right to change and/or alter materials, specifications, features, dimensions, designs and price without prior notice or obligation. # CB0252212 D-R-HOMN* AMOPAW!O sww-ep ROME 5 Bedrooms, 3 Bathrooms, 2 -Car Garage, 2,447 Sq. Ft. drhorton.com/orlando Floorplans and elevations are artist's renderings for illustration purposes only. Features, sizes and details are approximate and will vary from the homes as built. Square footage di- mensions are approximate. Builder reserves the right to change and/or atter materials, specifications, features, dimensions, designs and price without prior notice or obligation.# CBC1252212 DAMMAM 11�0;74fo S""r PATIO 7'-0" x 5-0" BEDROOM 2 r=4 LIVING 13'-4" x 10'-8" 14'-8" x 11'-0" DINING 10'-11"x 15'-9' I. KITCHEN 11'-4" x 14'-1" FOYER 2 CAR GARAGE 18'-9" x 19'-4" go COV.ENTRY 9'-8"x 3'-4" FIRST FLOOR FLOORPLAN Elevation - "C" q si �ZW,7.-70 Elevation - "ID" 01010 H-1.1-HORIMN � D.P. HORTON - EXPRESS - EMERALD - FREEDOM y—) 1 1 Al I , r, Inc. D-R-HD190N• FLOG R P LAN -Art tvi,' Flevation - "C" JA, Elevation - "D" A U-11-HORTON � D.R. HORTON - EXPRESS - EMERALD - FREEDOM B-H-HORTON FLOORPLAN D•R•HORrION' CACI AMeIPAW!O SW4411(er 4 Bedrooms, 2 Baths, 2 -Car Garage, 1,828 Sq. Ft. drhorton.com/orlando Floorplans and elevations are artist's renderings for illustration purposes only. Features, sizes and details are approximate and will vary from the homes as built. Square footage dimen- sions are approximate. Builder reserves the right to change and/or alter materials, specifications, features, dimensions, designs and price without prior notice or obligation. # CBC12S2212 D-R-HORTON' FLOORPLAN GALEN 4 Bedrooms, 2.5 Bathrooms, 2 -Car Garage, 2,432 Sq. Ft. drhorton.com/orlando FIcorpla,, and elevations are artist's renderings for illustration purposes only. Features, sizes and details are approximate and will vary from the homes as built. Square footage dimensions are approximate. Builder reserves the right to change and/or alter materials, specifications, features, dimensions, designs and price without prior notice or obligation. # CBC1252212 D-R-HORTOW GREAT ROOM 25'-4" x 15'-5" 2 CAR GARAGE 20'-1" x 20'-0" FLOORPLAN PATIO T-0" x 5'-0" BEDROOM 2 BEDROOM 3 '� r ,r r r�- ... � III lill IIIA, � __ .... FLEX 11 1-19" x 12'-0" m r • ii r OWNERr•r'S SUITE 20'-0" x 13'-0" DAMOMY Hayden 5 Bedrooms, 3 Bathrooms, 2 -Car Garage, 2,601 Sq. Ft. dr-horton.com/orlando Floorplans and elevations are artist's renderings for iliustration purposes only. Features, sizes and details are approximate and will vary from the homes as built. Square footage dimensions are approximate. Builder reserves the right to change and/or alter materials, specifications, features, dimensions, designs and price without prior notice or obligation. # CBC12S2212 D-R-HORTOW PATIO T-0" x 5'-0" FLOORPLAN BEDROOM 2 DINING BEDROOM 5 UPSTAIRS LIVING BEDROOM 4 11'-8' x 19-8" LIVING 11'-3" x 10'-2" V-0" x 11'-8" I V-0" x 1 Z -T 11'-0"x11'-8" 15-1 x 154" II ------------ BE R OM UNEN LDRY ATH 0 BATH 3 Mi 1 f L T UP KITCHEN IMECH N 0 lf-3* x 13'-6" F_._ -1 wic OPT REF F-1 2 CAR GARAGE X OWNER'S SUITE 20' -4"x20' -O" FLEX 13'-0"x2o..o.' BAT BEDROOM 3 FOYER:,,!; 17-0" x 1 1W 12'4'x 11'4" ENTRY 6'-8" x 6'-4' FIRST FLOOR k====:a SECOND FLOOR ELLE 5 Bedrooms, 3.5 Bathrooms, 2 -Car Garage, 2,807 Sq. Ft. drhorton.com/orlando Floorplans and elevations are artist's renderings for illustration purposes only. Features, sizes and details are approximate and will vary from the homes as built. Square footage di- mensions are approximate. Builder reserves the right to change and/or alter materials, specifications, features, dimensions, designs and price without prior notice or obligation. # CBC1252212 D•R•H[iMY Awelp k swirraw'er FIRST FLOOR FLOORPLAN LDRY BEDROOM 4. ° BEDROOM 5 13'-4" x 11'-0" A 13'-0" x 11'O BEDROOM 3 13'-4" x 11'•0' r" NO BEDROOM 2 134 x 1 t'-0" SECOND FLOOR UPSTAIRS LIVING 14'-11"x 20-0' The Destin III I i-. s 1 _- Y s qi :- - _ -- gm - r .r "l F v�yrvae``f,#.a"''y.�.'v���0+ � L�`w.:.' a i' nw�M -.F _ ���wr: rv..,S �✓. �. �`= C'"y5. AREA CA LCULATIONS Living 2,361 sq. ft. Garage 584 sq. ft. Entry 30 sq ft. Patio 200 sq. ft. Total 3,175 sq. ft, FLOUR PLAN OPT. 0)GOURMET iIITCI•IEN ,-r --------------- 1—E�---T-,, 1 J I I OPTIONAL EXTENDED 11ZFloorplans and elevations are artist's renderingsfor illustration purposes only. Features, sizes and details areapproximateandwill vary from the homes as built. Square foot dimensions are approximate. Builder reserves the right to change and/or alter materials, specifi- `"••~ cations, features, dimensions, descns and Pricewithoat prior notice or obligation. C BC1 252212.05/12/14. The New Castle II A'yM 4 t I M I I I i I I I 1 I I I I 1 I I I I I I I I I I I I I I 1 __ 34 Bath #3 mom::: r— Bedroom d :2'-0* x u' -A droo 12'-0" x 12'-0 AREA CALCULATIONS Living 2,758 sq, ft Garage 571 sq. ft. Entry 140 sq. ft Patio 312 sq. ft Total 3,781 sq. ft. FLOOR PLAN ELVATION A l I I 1 1 Le I I 1 j Bath #2-j I Bedroom I I I (SUL. BONUS ROOM wt kaae r -.w Borm Room 15-8" x 20'-0" �OPTj NUS ROOM �� 2Floorplans and elevations are artist's renderings for illustration purposes only. Features, sizes and details are approximate and will vary from the homes as built. Square foot dimensions are approximate. Builder reserves the right to change and/or alter materials, specifi- °"°"'"' cations, features, dimensions, designs and price without prior notice or obligation. CBC1252212. Current as of 11/25/14. Camdcn M 1p n ^�14�.e o))"X"c '�� k ° of 1 M 10 P" Camdcn CLRM PROPERTY ORANGE COUNTY, FLORIDA DUE DILIGENCE — ECOLOGICAL SITE ASSESSMENT February 2017 Prepared for: Dallas Austin Forward Planner D.R. Horton 6200 Lee Vista Boulevard, Suite 400 Orlando, FL 32822 Prepared by: Modica & Associates 302 Mohawk Road Clermont, FL 34715 ENVIRONMENTAL PLANNING DESIGN & PERMITTING PHONE 352394.2000 FAX 351394.1159 302 MOI LAWK ROAD, CLFRMONT, FLORIDA 34715 vvvvw.MoDicAANDAssociATfs.com CLRM PROPERTY ORANGE COUNTY, FLORIDA DUE DILIGENCE ECOLOGICAL SITE ASSESSMENT Table of Contents l]] Introduction .............................................................................................................. l 2J0 Project Site Conditions ............................................................................................ 1 Soils Map 2.1 Soils ..—_.—.....--...-'.-----.—..'----..----.---.----..l Land Use Map Figure 5 2.2 Land Use JbLand Cover .... ......................................................................... 6 Bald Eagle Nest Location Map 2.3 Wildlife ..................................................................................... .................. 3 Figure 8 2.3.1 American Bald Eagle ....................................................................... 4 2.3.2 Gopher Tortoise ............................................................................... 4 2.3.3 Sand Skinks ...................................................................................... 5 3.0 Regulatory Agency Permitting -..-'---...—.—.----..-----.—.--..--..6 3.1 SL Johns River Water Management District ................................................ 6 3^2 T{S^Army Corps of Engineers ^...-....._.._...-......_......._......,.......7 3.3 Orange County Environmental Protection Division .................................... 7 4.0 Summary .—......—...---.-.---.--....—..-------....---....—.'g LIST OF FIGURES Figure Location Mon Figure 2 Aerial Map Figure Soils Map Figure Land Use Map Figure 5 Approximate Wetland & Surface Water Limits Map 6 Bald Eagle Nest Location Map FigureFigure 7 Gopher Tortoise Survey Map Figure 8 Sand Skink Survey Areas LIST OF EXIHBITS Exhibit A FNAI Tracking List Exhibit B Site Photographs CLRM PROPERTY ORANGE COUNTY, FLORIDA DUE DILIGENCE ECOLOGICAL SITE ASSESSMENT Modica & Associates conducted an Ecological Assessment of the 212.33± acre CLRM Property ("Subject Parcel') on February 14 and 16, 2017. The Subject Parcel lies southwest of the intersection of McCormick Road and Clarcona Road in Sections 33 and 34, Township 21S, Range 28E of Orange County (Figures I & 2). The intent of the assessment was to evaluate on-site habitats and vegetative communities, to outline any development constraints posed by the presence or potential for presence of protected wildlife species, and to identify any constraints the presence of protected wildlife might pose to development. Modica & Associates reviewed a variety of data prior to conducting the site evaluation of the CLRM Property. Data evaluated included published literature and publicly available ArcViewl GIS data layers of site soils, vegetation, and anticipated / documented wildlife use in the vicinity of the property, etc. The following resources were accessed as part of the subj ect assessment: • Aerial Photographic Imagery, Orange County, Florida; • U.S. Department of Agriculture (USDA) Soil Survey of Orange County Florida; • Florida Natural Areas Inventory (FNAI) — Species Occurrence Tracking List, Orange County; • Florida's Endangered and Threatened Species, January 2017, FWC; • Florida Land Use, Cover and Forms Classification System (FLUCFCS) Handbook, U.S. Department of Transportation. • Florida Fish and Wildlife Conservation Commission, Eagle Nest Locator (fts://vublic.myfwc.com/FWRI/EagieNests/nestlocator.asDx); 2.0 PROJECT SITE CONDITIONS The CLRM Property was reviewed on February 14 and 16, 2017 for this assessment. A field inspection was conducted using pedestrian and vehicular transects, throughout the subject property. The following information summarizes the data collected during the in -office review and site inspection. 2.1 Soils According to the Soil Survey of Orange County, Florida, prepared by the U.S. Department of Agriculture (USDA), Soil Conservation Service (SCS), five (5) soil types and "open water" occur within the property boundaries (Figure 3). The following presents a brief description of each of these soil types mapped within the CLRM Property; the descriptions are excerpts from the Soil Survey: Bassinger fine sand, depressional (#3) is a nearly level, very poorly drained soil found in shallow depressions and sloughs and along edges of freshwater marshes and swamps. The surface layer of this soil type generally consists of black fine sand about 7 inches thick. The water table for this soil type is above the surface for 6 to 9 months or more each year and is within 12 inches of the surface for the rest of the year. Permeability of this soil type is rapid throughout. Candler fine sand, 0 to 5 percent slopes (#4) is a nearly level to gently sloping, excessively drained soil found on the uplands. The surface layer of this soil type generally consists of very dark grayish brown fine sand about 5 inches thick. The seasonal high water table for this soil type is at a depth of more than 80 inches. Permeability of this soil type is rapid in the surface and subsurface layers and is rapid to moderately rapid in the subsoil. Sanibel muck (#42) is a nearly level, very poorly drained soil found in depressions, freshwater swamps and marshes and in poorly defined drainageways. Typically, the surface layer of this soil type consists of black muck about 11 inches thick. In most years, undrained areas mapped with this soil type are ponded for 6 to 9 months or more except during extended dry periods. Permeability of this soil type is rapid throughout. Tavares fine sand, 0 to 5 percent slopes (#46) is a nearly level to gently sloping, moderately well drained soil found on low ridges and knolls on the uplands. The surface layer of this soil type generally consists of very dark gray fine sand about 6 inches thick. The seasonal high water table for this soil type is at a depth of 40 to 80 inches for more than 6 months, and recedes to a depth of more than 80 inches during extended dry periods. Permeability of this soil type is very rapid throughout. Tavares - Millhopper fine sands, 0 to 5 percent slopes (#47) is a nearly level to gently sloping, moderately well drained soil unit found on low ridges and knolls on the uplands and on the flatwoods. Typically, the surface layer of Tavares and Millhopper soils consists of dark grayish brown fine sand about 6 inches thick. The seasonal high water table for Tavares soil is at a depth of 40 to 72 inches for more than 6 months, and recedes to a depth of more than 80 inches during extended dry periods. The seasonal high water table for Millhopper soil is at a depth of 40 to 60 inches for 1 to 4 months, and recedes to a depth of 60 to 72 inches for 2 to 4 months. Permeability of Tavares soil is very rapid. Permeability of Millhopper soil is rapid in the surface and subsurface layers and is moderately rapid or moderate in the subsoil. 2.2 Land Use and Land Cover On-site natural communities and/or land uses were classified using the Florida Land Use, Cover and Forms Classification System (FLUCFCS). Five (5) community types including both upland and wetland land uses were identified within the Subject Parcel 19, and are described below and shown on Figure 4. The jurisdictional wetland limits were not delineated during this preliminary evaluation. However, the approximate limits of on-site wetlands and surface waters are reflected on Figures 4 and 5. Uplands 211— Improved Pasture There are approximately 19± acres of improved pasture centrally located along the western property boundary. This land use type runs along the eastern boundary of Trout Lake, and along an airstrip located in the central portion of the property. Dominant vegetation is bahia grass (Paspalum notatum) that is mowed on a regular basis. 329 — Shrub & Brushland There are few areas in the central portion of the property that are best described as shrub and brushland. These areas have some scattered live oaks (Quercus virginiana) with an understory of bahia grass, mexican clover (Richardia scabra) and herbaceous grasses. There are some areas of open sand within this community type. 434- Hardwood -Conifer Mixed The majority of the property is comprised of this community type. Dominant vegetation is laurel oak (Quercus laurifolia), live oak, slash pine (Pinus elliottii), and saw palmetto (Serenoa repens). There is little to no groundcover within this community type because of the closed canopy. Wetlands and Surface Waters 520- Lakes There are four surface waters on the Subject Parcel. Trout Labe is located in the southwestern corner of the property, and Bream Lake is located in the southeastern corner of the property. There are two smaller surface waters located in the northern portion of the property. The central portions of these lakes and surface waters hold water year-round, while the perimeter of the lakes and surface waters may only be inundated during high water events every 10 to 15 years. Vegetation present in the areas that hold water include water lilies (Nymphaea spp.) and cattails (Typha latifolia). The two smaller surface waters in the northern portion of the property have sand cordgrass (Spartina bakerii) along the perimeter of the water line. Please refer to Section 3.1 of this report for a discussion of wetlands and surface waters as they are jurisdictional to and regulated by the St. Johns River Water Management District (SJRWMD). 2.3 Wildlife A qualitative review of the site was conducted to determine if any wildlife species using the property are listed as protected by the U.S. Fish and Wildlife Service (USFWS) or the Florida Fish and Wildlife Conservation Commission (FWC). The following is a list of those species that have been observed utilizing the Subject Parcel during recent evaluations. Birds Turkey Vulture (Catharses aura) Mammals Pocket gopher (Geomys pinetis) Reptiles Black racer (Coluber constrictor) Gopher tortoise (Gopherus polyphemus) The Florida Natural Areas Inventory (FNAI) species tracking list for Orange County was accessed to determine the potential for listed species of wildlife that may occur within the habitat types present within Subject Parcel; this tracking list is included as Exhibit A for reference. Wildlife species with the potential to occur onsite based on geographic locale, habitat types present and presence of suitable soils or vegetative cover include the American bald eagle, the gopher tortoise, and sand skink. The information outlined below is provided to detail development constraints and permitting requirements, as applicable, associated with listed species occurring on the site or having the potential to occur onsite. 2.3.1 American Bald Eagle Although no longer listed as a protected species of wildlife, the bald eagle receives protection from the USFWS under the Bald and Golden Eagle Protection Act (Eagle Act) and the Migratory Bird Treaty Act (META). The "Eagle Nest Locator" database website maintained by the FWC was accessed for any information on recorded nests which occur near the project site. In addition, on-site and adjacent areas were visually scanned for the presence of bald eagle (Haliaeetus leucocephalus) nest trees. According to FWC's Eagle Nest Locator database, there are eight (8) documented eagle nests within five miles of the Subject Parcel (Figure 6). The closest nests, Nest ID# OR -055 and OR -034, lie 1.6 miles and 1.7 miles south of the nest. Nest ID# OR -055 was last documented as active in 2014 and Nest ID# OR -034 in 1998. The associated primary (330 -foot) and secondary (660 -foot) management zones do not extend onto the Subject Parcel. Therefore, development within the subject parcel will have no effect on nearby nests and no permitting constraints should apply. 2.3.2 Gopher Tortoise The gopher tortoise is listed by the FWC as a threatened species. Gopher tortoises are commonly found in areas occurring on well -drained sandy soils associated with xeric pine -oak hammock, scrub, pine flatwoods, pastures and citrus groves. A permit to relocate the resident population of gopher tortoises will be required to facilitate development of the Subject Parcel. FWC regulations prohibit development within. a 25 -foot radius of any potentially occupied gopher tortoise burrow. A permit will need to be obtained from the FWC authorizing the relocation of any gopher tortoises within 25 -feet of the footprint of development prior to the initiation of any land clearing or construction activities. A total of 28 potentially occupied gopher tortoise burrows were identified during the February 14 and 16, 2017 site inspection (Figure 7). Note that this was not a comprehensive 100% survey and these were just the burrows found when doing the general site inspection. The preliminary survey covered about 30% of the Subject Parcel. Extrapolating the survey results across the entire site, it is possible that there may be 94 potentially occupied burrows present on the Subject Parcel. The FWC assumes a 50% occupancy rate for all potentially occupied gopher tortoise burrows. However, it is the professional experience of Modica & Associates that the occupancy rate in this region is higher than 50%. Assuming 70% occupancy, it is possible that there are up to 66 tortoises present on the site. It is estimated that the costs associated with gopher torotise permitting, relocation, mitigation contribution fees and recipient site fees may range from $95,000 to $110,000. Conservation Permit Because there are more than 10 gopher tortoise burrows within the Subject Parcel that will be impacted by development, a "Conservation Permit" must be obtained from the FWC. A Conservation Permit authorizes the relocation of captured tortoises to a permitted off-site recipient area. An application to the FWC must be submitted by a state -licensed Authorized Gopher Tortoise Agent. The Conservation Permit only requires a 15% gopher tortoise survey to obtain the permit, but a 100% survey must be conducted no more than 90 days prior to relocation activities. If the relocation effort does not occur within 90 -days of the survey date, it will be necessary to repeat the survey prior to conducting the relocation effort. Permit issuance typically occurs within 45 -days following a complete application submittal. Once issued, the permit will be valid for a period of one year, after which time the applicant may apply for a one-time amendment to extend the permit duration for an additional year. 2.3.3 Sand Skinks The CLRM Property is located within the USFWS Sand Skink Consultation Area. In accordance with the USFWS Sand Skinks and Blue -tailed Mole Skinks Survey Protocol Peninsular Florida ("Protocol"; USFWS, 2012), properties located within the Consultation Area that are underlain by soil types suitable for sand skinks and are at a topographic elevation of 82 feet or higher should be subjected to pedestrian and/or coverboard surveys to determine skink occupancy before development related soil or vegetative disturbances occur. Areas of the Subject Parcel contain Tavares and Candler sand and lie above 82 feet above sea level (Figure 8). Areas depicted in green on Figure 8 depict the areas of the Subject Parcel that lie above 82 feet and contain suitable soil types and therefore may be subject to a sand skink survey to conclusively document the absence of this species. The majority of these areas are in dense hardwood -conifer forests. However, there are some open areas where oak duff and/or pinestraw can be brushed away to reveal white sand (Exhibit B). It appears that Area A and Area B (Figure 8) will be exempt from sand skink survey requirements because of unsuitable habitat and soil conditions. It is further believed that only small pockets of Area A will require a formai coverboard survey. Modica & Associates recommends consultation with the USFWS to confirm that Area A and Area B are exempt from survey requirements, while only portions of Area A will qualify for a modified survey protocol. 3.0 REGULATORY AGENY PERMITTING The CLRM Property lies within the jurisdiction of the St. Johns River Water Management District (SJRWMD), Army Corps of Engineers (ACOE) and Orange County Environmental Protection Division (OCEPD). Prior to seeping development approvals, the jurisdictional wetland lines will need to be established in the field. 3.1 St. Johns River Water Management District The St. Johns River Water Management District (SJRWMD) has authority over any wetlands and surface waters within the subject boundaries. Any proposed development of the site will require a review of jurisdictional wetland delineations and a submittal of a Statewide Environmental Resource Permit (ERP) application to the SJRWMD. The ERP review period for SJRWMD is typically between 60 and 120 days for permit approval depending on the size and nature of the project and whether or not wetland impacts are proposed. In the event wetland impacts are proposed, the SJRWMD would likely require mitigation. Mitigation for wetland impacts may include creation, restoration, enhancement, or preservation of either on-site or off-site wetland habitat or the purchase of mitigation credits from a permitted mitigation bank. However, the SJRWMD preferred mitigation method is the purchase of credits from an approved wetland mitigation bank. The amount of mitigation required varies depending on the quality of the wetlands that are impacted and the quality and type of mitigation that is provided. The Subject Parcel is located in the Wekiva River Nested Basin. The Wekiva River Mitigation Bank offers state and federal credits for a price of $110,000/credit. In Each of the four on-site wetlands will be considered to have a "surface water" component as well as a wetland component. The wetland component is the central portion of the system(s) that generally holds water year-round, and may have herbaceous vegetation present. The surface water component is the drier perimeter around the wetland areas, and may only be inundated every 10 to 15 years. Refer to Exhibit C for Google Earth aerial imagery to compare wet versus dry years. The SJRWMD will differentiate between wetland and surface waters during the delineation process. The value of the wetlands and surface waters will be evaluated using the Uniform Mitigation Assessment Method (UMAM), and will be different for wetlands and surface waters. Mitigation is required for impact to both wetlands and surface waters. 3.2 U.S. Army Corps of Engineers If dredging or filling wetland impacts are planned in "Waters of the U.S.", a permit from the U.S. Army Corps of Engineers (ACOS) will also be required. The ACOE regulates dredging and filling in wetlands (and surface waters) under authority of the Clean Water Act. If any work is proposed in non -isolated waters of the United States, a permit will be required from the ACOS. Based on professional experience to the immediate southwest of this project, it is believed that the Subject Parcel lies within a closed basin and therefore the on-site wetlands and surface waters will not be jurisdictional to the ACOS. Modica & Associates secured a No Permit Required (NPR) for the adjacent project to the southwest. The on-site wetlands and surface waters do not have any hydrologic connection to off-site surface waters, drainage ditches, swamps or sloughs. The NPR process is similar to an Approved Jurisdictional Determination (AJD) and requires submittal of a series of maps and information to the ACOS. This process typically takes between 60 and 90 days to complete. In the event the ACOE determines that the wetlands and surface waters are jurisdictional, project development may require permitting through the ACOE if wetland impacts are proposed. 3.3 Orange County Environmental Protection Division The Orange County Environmental Protection Division (OCEPD) has stringent criteria regulating wetland impacts, based on impact acreages and wetland classifications. Article X, Section 15-364, Orange County Land Development Code, defines three classes of wetlands (by definition, wetlands are referred to as "conservation areas" in the regulations), and outlines mitigation criteria for each class of wetland. The three wetland classes are defined as follows; applicable and restrictive portions of the regulation are underlined: 7 ARTICLE X WETLAND CONSER VATIONAREAS Sec. 15-364. Definitions. The following words, terms and phrases, when used in this article, shall have the meanings ascribed to them in this section, except where the context clearly indicates a different meaning: Conservation areas shall mean those areas which have the requisites in section 15-378 and which are functional pursuant to section 15-379. Conservation areas may be determined as Class I, II or III. (a) Class I conservation areas shall mean those wetland areas which meet the following criteria: (1) Have a hydrological connection to natural surace water bodies; or (2) Lake littoral zone: or (3) Are large isolated uninterrupted wetlands forty (40.0) acres or larger; or (4) Provide critical habitat for federal and/or state listed threatened or endangered species. (b) Class II conservation areas shall mean those wetland areas which meet any of the fallowing criteria: (1) Consist of isolated wetlands or formerly isolated wetlands which by way of man's activities have been directly connected to other surface water drainage; and are greater than or equal to five (5.0) acres; or (2) Do not otherwise qualms as a Class I conservation area. (c) Class III conservation areas shall mean those wetland areas which meet all of the following criteria: (1) Isolated wetlands less than five (S. 0) acres: and (2) Do not otherwise qualify as a Class I or Class II conservation area. (3) The basis for review for habitat compensation shall be as follows: a. Class I conservation areas. The removal alteration or encroachment within a Class I conservation area shall only be allowed in cases where no other feasible or practical alternatives exist that will permit a reasonable use of the land or where there is an overriding ublic benefit The protection, preservation and continuing viability of Class I conservation areas shall be the prime objective of the basis for review of all proposed alterations, modifications, or removal of these areas. When encroachment, alteration or removal of Class I conservation areas is permitted, habitat compensation or mitigation as a condition of development approval shall be required. b. Class II conservation areas. Habitat compensation for Class II conservation areas should be presumed to be allowed unless habitat compensation is contrary to the public interest. c. Class III conservation areas. Habitat compensation shall be allowed for Class III conservation areas in all cases. Because Trout Lake and Bream Lake are named lakes and have natural lake littoral zones, these lakes will likely be claimed as Class I wetlands by OCEPD. Impact to these wetlands or surface waters will only be allowed if the impact is in the public interest or if impact is necessary for site design (i.e. access to developable uplands). The two smaller wetlands will likely be considered Class III wetlands. Impact to Class III Conservation Areas are approved by OCEPD in all cases, and mitigation is required. Mitigation can be purchased as credits in the Wekiva River Mitigation Bank. 4.0 SUMMARY Modica & Associates conducted an Ecological Assessment of the CLRM project site on February 14 and 16, 2017. The project area is 212± acres in size and is located within Orange County, Florida. A total of 28 potentially occupied gopher tortoise burrows were identified during the February 14, 2017 site inspection; this inspection covered approximately 30% of the Subject Parcel. It is estimated that there may be up to 94 potentially occupied burrows on the property. FWC regulations prohibit development within a 25 -foot radius of any potentially occupied gopher tortoise burrow. A Conservation Permit will need to be obtained from the FWC authorizing the relocation of any gopher tortoises within 25 -feet of the footprint of development prior to the initiation of any land clearing or construction activities. It is estimated that the costs associated with gopher torotise permitting, relocation, mitigation contribution fees and recipient site fees may range from $95,000 to $110,000. The project area lies within the Sand Skink Consultation Area, contains areas of suitable soils, and has elevations of 82 feet or greater above sea level in certain areas of the property. Modica & Associates believes that two of the three areas identified to be suitable for a sand skunk survey will be exempt from survey requirements. Portions of Area A, centrally located on the southern property boundary, may require a limited, formal coverboard survey to conclusively determine the absence of sand skinks. It is recommended that consultation with the USFWS be conducted to obtain concurrence that Area A and Area B are exempt from survey requriements and Area C will qualify for a modified survey protocol. The Subject Parcel does contain wetlands. The jurisdictional wetland and surface water boundaries will need to be established prior to submittal of development applications to the regulatory agencies. It is believed that the on-site wetlands and surface waters are isolated and therefore are not jurisdictional to the ACOE. A No Permit Required can be sought from the ACOE to confirm this assumption. An ERP application will need to be submitted to the SJRWMD to authorize wetland impacts (if proposed) and to facilitate development of the property. Permitting will also be required with OCEDP to authorize impact to on-site wetlands, if proposed. Mitigation can be provided through the purchase of credits from the Wekiva River Mitigation Bank. 0 5.0 OTHER ENVIRONMENTAL CONCERNS No other environmental concerns were identified or expected for the subject property. This ecological assessment does not constitute a Phase I Environmental Audit and this report makes no representation as to the presence or absence of hazardous materials. U#j FIGURES C LRM O`er W 13U, St_. ' 13th St F Figure 1- Location Map 302 Mohawk Road Sections 33 and 34, T21 S, R28E Clermont, FL 34715 Orange County, Florida Phone: 52)39459 0 Feet ✓a Email: Environmental@Modica.cc V y Hca South �Y y Apopka Q Q1a a 1` Cleveland St .J;r� Greenauc Rd -�f4101L F SR JtJ-Tilt Vi Joyn7� f - � H pn.Rd S _burn Rd a•ej. Syeelrr OaV,50 -T-.. 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Rd .':-N'ta of p °'/ --Indian Hill Rd Wurst Rd pd Mac" cJx or Starry/a ; All M.arinmr + 1 2 ¢ O T1 . s a helot ord•.v,� ES't \iP4 pve A I-1, uky Nye C:nllrn: arta 9 t Cmtn SI SIWer Six Rd o ` V Z } _N i'.--' crey„•alla,° - ll Ocoee ny.rsurRd—._. Ob c, C'_ India +' [ a or L I- E a v yrl ®ocPA_Parcei_Data o -- z * Background is ESRI Online maps. a *Boundary obtained from Orange County Property Appraiser. E C LRM Modica & Associates, Inc. ; Enrlrortm.t<lIIPIIUpIGtg,I)¢sioHPermitdng Figure 1- Location Map 302 Mohawk Road Sections 33 and 34, T21 S, R28E Clermont, FL 34715 Orange County, Florida Phone: 52)39459 0 Feet Email: Environmental@Modica.cc 4,000 2,000 0 4,000 wiew.ModicaAndAssociates.com -,- — AN Y hi U.Ap Y"� Lir .. v ti i r Y t a 10 ;,►+'Mr 'AIA • - � 1 •+ • � i1 !- .. !. 1, ii- 111E n 1�p L _ �,�W 17 V r , M +� lfwy - .1 `'r - ,_i+ "I 1 t — i- A; L - Background is ESRI Online maps. Boundary obtained from Orange County Property Appraiser. Soil data obtained from NRCS Soil Conservation Survey. e •w1 MODICA CLRM Figure 3- Soil Type Map Sections 33 and 34, T21S, R28E Orange County, Florida Feet 750 375 0 750 .� Modica & Associates, Inc. ` — EHsuanm¢,rtal Plmu�� Desfgfe � Pernsitting 302 Mohawk Road JPhone: Glermont, FL 34715 (352) 394-22000 - z Fax: (352) 3-4-1169 • Email: Environmental@Dhodica.cc ntivw.ModicaAndAssociates.com CLRM Property MODICA & ASSOCIATES Figure 4 - Land Use Map (^5i 302 Mohawk Road Sections 33 and 34, Township 21S Range 28E Clermont, Florida 34715 Orange County, Florida P: (352) 394-2000 F: (352) 394-1159 iiiiiiiWMMMMMWMMM Feet Email: Environmental@Modica.cc 600 300 0 600 www.ModicaAndAssociates.com CLRM Property MODICA & ASSOCIATES Figure 5 - Approximate Wetland & Surface Water Limits Map i 302 Mohawk Road Sections 33 and 34, Township 21S Range 28E Clermont, Florida 34715 Orange County, Florida P: (352) 394-2000 F: (352) 394-1159 Feet Email: Environmental@Modica.cc 600 300 0 600 www.ModicaAndAssociates.com _ ii. r � jq ti '�r .. f. . �' • J1, 4.��sl, ` y 1.#: -.`yr �'�1�7.:.. 1+j• M`4 ..j _e1,, t4z 9� 1 'Aia \ • 1 .• J... ilyt Y•-! 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CLRM Property MODICA & ASSOCIATES Figure 6 - Bald Eagle Nest Location Map (moi 302 Mohawk Road Clermont, Florida 34715 Sections 33 and 34, Township 21 S Range 28E Orange County, Florida P: (352) 394-2000 F:(352)394-1159 Feet E-mail: Environmental@Modica.cc 6,000 3,000 0 6,000 www.ModicaAndAssociates.com CLRM Property MODICA & ASSOCIATES Figure 7 - Gopher Tortoise Survey MapF IJ moi 302 Mohawk Road Sections 33 and 34, Township 21S Range 28E L� Clermont, Florida 34715 Orange County, Florida \ : (352) 394-2000 F: (352)394-1159 Feet Email: Environmental@Modica.cc 600 300 0 600 www.ModicaAndAssociates.com CLRM Property MODICA & ASSOCIATES Figure 8 - Potential Sand Skink Survey Areas i 302 Mohawk Road Sections 33 and 34, Township 21S Range 28E Clermont, Florida 34715-' P: (352) 394-2000 Orange County, Florida F:(352)394-1159 Feet Email: Environmental@Modica.cc 600 300 0 600 www.ModiGaAndAssociates.com 10461111 001 IF-d"MA - 2114/2017 FNAI - Search ABOUT FNAI STAFF PARTNEF351.41PS CONTACT LIS c-, K ". tis -:O ORANGE COUNTY 47 Vertebrates Found Last Updated: February 2017 Key Scientific Name is linked to the FNAI Online Field Guides when available. - links to NatureServe Explorer, an online encyclopedia of more than 55,000 plants, animals, and natural communities in North America, compiled by the NatureServe network of natural heritage programs, of which the Florida Natural Areas Inventory is a member. I - links to a species distribution map (Adobe SVG viewer required). If your browser does not support Adobe SVG, try this link New Search SEARCH RESULTS NOTE: This is not a comprehensive list of all species and natural communities occurring in the location searched. Only elements documented In the FNAI database are included and occurrences of natural communities are excluded. Please see FNAI Land Cover information or Reference Natural Community map for more information on communities. Fishes Ameiurus brunneus Cyprinodon variegatus hubbsi Pteronotropis welaka Amphibians Snail Bullhead *+ Lake Eustis Pupfish Bluenose Shiner EXPLANATION y G4 S3 N G5T2Q S2 N G3G4 S3S4 ST EXPLANATION Lithobates capito Gopher Frog G3 S3 N Notophthalmus perstriatus Striped NewtG2G3 S2 C N Reptiles EXPLANATION httpJ/www.ftiai.org/Utoticssearch.cfm 1(3 014=17 FNA] - Search Scientific Name Common Name Global State Federal State Rank F11-.vil- Status Status Alligator mississippiensis American Alligator G5 S4 SAT FT(S/A) Crotalus adamanteus Eastern Diamondback G4 S3 N Rattlesnake Ormarchon cou Eastern Indigo Snake G3Q S3 T FT Gooherus polyphemus Gopher Tortoise G3 S3 C ST Graptemys emsti Escambia Map Turtle G2 S2 N Lampropeltis extenuata, Short -tailed Snake G3 S3 ST Lampropeltis Betula Common Kingsnake G5 S2S3 N Pituoohis melanoleucus Pine Snake G4 S3 ST Plestiodon reynoldsl Sand Skink G2 S2 T FT SceloDorus woodi Florida Scrub Lizard G2G3 S2S3 N Birds EXPLANATION E�- S U 'D ADhelocoma coerulescens Florida Scrub -Jay G2 S2 T FT Aramus quarauna Limpkin G5 S3 N Athene cunicularia floridana Florida Burrowing Owl G4T3 S3 ST Buteo brachyurus Short -tailed Hawk G4G5 S1 N Caracara cheriwa, Crested Caracara G5 S2 T FT Egretta, caerulea Little Blue Heron G5 S4 ST Egretta thula Snowy Egret G5 S3 N Egretta, tricolor Tricolored Heron G5 S4 ST Elanoldes fortIcatus Swallow-tailed Kite GS S2 N Eudocimus albus White Ibis G5 S4 N Falco columbarius Merlin G5 S2 N Falco peregrin us Peregrine Falcon G4 S2 N Falco sparverlus Paulus Southeastern American GST4 S3 ST Kestrel http:/hvww.fnal.org/blaficssearch.cfm 2(3 211412017 pwN'Search Florida SendhiUCrane G5T2T3 S263 ST Bald Eagle G5 S3 N Laterallusjarnaicensis ~~ ` 8|ackRai| G3G4 S2 N G3 Mycteria americana N Podomys florldan us Wood Stork G4 S2 T FT S3 myz1anassaviolaosaJt -~ �� ^ YeUow-crownedN)ght- GS S3 0 Ursus americanus floridanus heron G5T2 S2 N 8Oxtiizxaxoyrtiz»ax B|ack-crownedNight- QS B3 N heron Pandion Osprey G5 S3S4 BSC* Peuo*eaaestiva6s Bachman'sSparnow G3 S3 N Picoides ~v " Red -cockaded G3 S2 E FE Woodpecker Phzodesvil6osos Hairy Woodpecker GS S3 N £yatalea a1aia Roseate Spoonbill GS S2 3T PlegaoisXa6cino8us Glossy This G5 83 N ftamnu/bant0larurn LeastTern G4 S3 ST Mammals EXPLANATION a0 Neofiber alleni Round -tailed Muskrat G3 S3 N Podomys florldan us Florida Mouse G3 S3 N Ursus americanus floridanus Florida Black Bear G5T2 S2 N a0 immullowl Vii, 14 �• '�; sd �� i yt�`pC� ••� 'a � thy' '�T ' :�; :�a t,7 ��}iw., F�1 , y �r •�. ^ r .c t � t ' 1 •. 9 • �, '�e ' vh •. � t, •, � �� i Y- : @ r P � .. � x 7 �ti "'���«<lll a� ly�.�',t� +�yt �fTy�,^��,',��ii't We r '` f; i F. moi;.._ ..,,.,,� _'.. .• -!r ���� r ' { { 1- .. 2 .,. �t �� rl,�'� � ,..{� i �; i •" Y4 i { • a- w fes._;' , � ':_; �_ .-•. ' � . _tea � .. � � Srt y MODICA & A550ClATFS A"WV401 - -jYX AIM ffy4 fit MODICA & ASSOCIATES = ly4 . T 5�`ae N4�.�. T �i ��' f " v� �' Y'•'p1 � � ,,,"�c'r � d 'yf^,T �,�5 ,- ",,,..�k � 4 75 -ll i � �:a- � _ i 'N �l � i�' �• ;dye ��,, ¢ .�G � � -- A't �S fbd"�L7y����. I XlTe; t{ �+e`��.,`• �IRl. - �.e f• `.: �3}f .fir �7f Sly ��r '�Y tp ���� r f t '�f.,st/]si�l��j�.y„ � ~5,i r� �1••, � �, r Ri. ',eye [ .. �r'_%1 -t C — .. .N y�'G �i��"'�?c�`.•'9��-. i*114�) :7•Y"�' 'A�wa' tL' ��i l�.�i'..r ra.R� •� i.- � A - l f ti 4 �.rt��gt`° •S , r , ■r'��� r/JlP'j i�_� 4..� �r 1 ... ''SSss a J YjiqS� S. et ��-, ` ri r �Y` fir•_ - .r. 14. "r r T r a tri y � >r MODICA & ASSOCIATES Photograph from site visit on February 14, 2017. Photo of "Area U on Figure 7, showing open sand under oak duff. EXHIBIT C 'a CLRM Property .'�� `� • f Date of • og .f March f y i -.. -_ -- --Mc Cormick -Rd Ri IT A''Oftw 'f r -*Bream L hip yh - Trout Lake. A �, b orange Trail r 71 a Google -earth- . )000c CLRM Property Date of Aerial Photograph: February 2006 e - Tral )000c C UN Y GOVERNMENT F L 0 R I D A CUSTOMER SERVICE DIVISION UTILITIES DEPARTMENT 9150 Curry Ford Road-. Reply to: Post Office Box 312 - Orlando, FL 32802 407-836-5515 - Far: 407-254-9696 E-mail: Utilities.Infonnatton@ocfl.net Website: N,.itiv.ocfl.net/iitilities-/ August 23, 2018 Kyle Wilkes Poulos & Bennett 2602 E Livingston St Orlando, FL 32803-5850 RE: 34-21-28-0000-00-022 Dear Mr. Wilkes: In response to your request for confirmation of capacity, we have determined this project is located within the Orange County Utilities (OCU) West service area for water services and wastewater treatment services. There is a 12" PVC water main adjacent to the parcel on N Apopka Vineland Rd as well as a 24" DIP water main across the street on E Mccormick Rd. Wastewater is available and adjacent to the parcel on both N Apopka Vineland Rd and E Mccormick Rd, however, it is a 30" PCCP pressurized force main, which is very expensive to tap. Alternatively, the next closest pressurized force main is approximately 2,700 linear feet west of the parcel on E Mccormick Rd. This would require a wastewater main extension. As of today, OCU has sufficient water and wastewater capacity to serve the subject project. This capacity is available to projects within the service area and will be reserved upon payment of capital charges in accordance with water and wastewater service allocation rules of the County rate resolutions and ordinances. You may contact the Utilities Engineering Division Planning Group (407-254-9900) for detailed information about hydraulic capacities, feasible connection points, or other engineering related data. To obtain accurate field locations of our buried utility lines, please contact the Sunshine One call center at 800-432-4770 before any excavation or construction. If you require more detailed information, visit Development Engineering at 9150 Curry Ford Road for a map of the area. This letter expires 180 days from the date above. Thank you for your request. Sincerely, a) d— David Shorette Utilities Services Specialist Orange County Public Schools 5501Magic Way ' Building 200^Orlando, R328O9-567r^Phone 407.317J700' December 1O.2O18 VIA E-MAIL: kwilkes(&-Poulosandbenneft.com Mr. Kyle Wilkes Poulos and Bennett 20O2Livingston Street Orlando, Florida 32803 RE: Informal Capacity Inquiry y0E-OCE'18-WO2 CLRIVI Dear Mr. Wilkes, Attached are the results ofthe Informal Capacity Inquiry you requested for your CLRW1. This informal review shows that if your project were to undergo 8 fOrnK3| C@p@uUty enhancement and concurrency analysis based on 375 new single family units your project would likely fail capacity enhancement and concurrency. Please be advised that the information contained in this analysis is non-binding and subject tochange based onadjustments incapacity, enrollment and development activity iOthe area. If you would like to obtain a formal determination of school concurrency, you must submit an Application for Capacity Determination and Concurrency Recommendation application to DGlDge CDUOtv Public Schools. If you fail 8 formal dSterminatiOD, nlitig8bDO options might beavailable toyou that may permit your project toproceed. |fyou have any questions, please call me at4O7-317-37ODext. 2022381 D[e-mail OleGt 'amie.di|uzioboerger0Duupa.net. Sincerely, Jamie Boerger, A|CP, LEEDAP Administrator {>CP8Facilities Planning JDB Attached-PreliminaryNon-BirdingCapacityDetermination "The Orange County School Board isanequal opportunity agency." Project ID: ORANGE COUNTY PUBLIC SCHOOLS Planning & Governmental Relations Preliminary NON-BINDING Capacity Determination INF—OCE-18 —002 December 10, 2018 16:35:57 00108470 Project Name: i CC Single Family Units: 375 1 ,,1 U nvested Units Multi Family Units: 0 School: Town Homes Units: 0 OCOEE MS Mobile Homes Units: 0 885 1,424 SCnool Level Elementary Middle High CSA: CC School Level School: PRAIRIE LAKE ES OCOEE MS WE (IVA HS 885 1,424 2,797 Analysis of Existing Conditions Enrollment 2018-2019 877 1,356 School Level Elementary Middle High 99.0% 95.0% CSA Capacity 2018-2019 1,492 1,424 2,797 110.0% 100.0% Enrollment 2018-2019 1,540 1,356 2,162 97 68 Utilization 2018-2019 103.2% 95.2% 77.3% Analysis of Reserved Capacity LOS Standard 110.0% 100 o% 100.0% U Available Seats 101 68 Analysis of Reserved Capacity 635 117 43 School Level Elementary Middle High 0 0 Encumbered Capacity 117 43 312 112.3% 98.2% Reserved Capacity 0 0 42 O iJ Adjusted Utilization 111.1% 98.2% 89.9% Analysis of Proposed Development Adjusted Available Seats 0 25 281 Elementary Middle High Analysis of Proposed Development Students Generated 72 36 School Level Elementary Middle High 120.4% 100.8% FAIL FAIL Students Generated 71.625 35.625 49.125 Adjusted Utilization W-11M.W-111 115.9% 100.8% FAIL FAIL 91.7% Number of Seats to Mitigate 71.625 10.625 1 0.000 Analysis of Existing Conditions School Level Elementary Middle High School Capacity 2018-2019 885 1,424 2,797 ,, Enrollment 2018-2019 877 1,356 2,162 Utilization2018-2019 99.0% 95.0% 77.0% LOS Standard 110.0% 100.0% 100.0% U Available Seats 97 68 635 Analysis of Reserved Capacity .rZ School Level Elementary Middle High t.L Encumbered Capacity 117 43 312 Reserved Capacity 0 0 42 (j Adjusted Utilization 112.3% 98.2% 89.9% MAdjusted Available Seats 0 25 281 {J Analysis of Proposed Development School Level Elementary Middle High Students Generated 72 36 49 Adjusted Utilization PASS/FAIL 120.4% 100.8% FAIL FAIL 913% CLRM PROPERTY Project NQ 18094.1 v2.0 March 2019 TRANSPORTATION FACILITIES ANALYSIS CITY OF OCOEE FLORIDA Prepared by. TA&Cwm� Traffic a Mobility Consultants 3101 Maguire Boulevard, Suite 265 Orlando, Florida 32803 www.trafficmobility.com (407) 531-5332 Prepared for. DR Horton Inc 6200 Lee Vista Boulevard, Suite 400 Orlando, Florida 32822 EXECUTIVE SUMMARY Project Information Name: CLRM Property Location: Southwest of the intersection of Apopka -Vineland Road and McCormick Road, in the City of Ocoee, Florida. Description: Comprehensive Plan Amendment (CPA) from Rural Settlement (RS 1/5) to Low Density Residential (LDR) use. Findin Trip Generation: Increase of 3,091 Daily Trips / Increase of 322 PM Peak Hour Trips Roadway Capacity: Adequate Level of Service (LOS) under existing conditions. Planned 4 -lane widening of Ocoee -Apopka Road from McCormick Road to Silver Star Road. Projected backlog on Apopka Vineland Road, from A.D. Mims to Keene Road, and Clarke Road from Hackney -Prairie Road to Clarcona Ocoee Road by Interim Year 2025 due to background growth. CLRM Property Transportation Facilities Analysis TAUC Project W 18094.1 v2.0 Traft At AAANI�reamwbwft Executive Summary TABLE OF CONTENTS LIST OF TABLES Table 1 Future Land Use Designations & Densities.................................................................. 1 Table 2 Existing Conditions Capacity Analysis.......................................................................... 3 Table 3 Planned and Programmed Improvements.................................................................... 4 Table 4 Trip Generation Calculation.......................................................................................... 5 Table 5 Interim Year 2025 Conditions Analysis......................................................................... 8 Table 6 Horizon Year 2030 Conditions Analysis........................................................................ 9 LIST OF FIGURES Figure1 Site Location Map....................................................................................................... 2 Figure2 Project Trip Distribution............................................................................................... 6 CLRM Property TWK Transportation Facilities Analysis Project Na 18094.1 v2.0 TraNk a mahwtyCMM*M s Table of Contents i Page 1.0 INTRODUCTION............................................................................................................. 1 2.0 EXISTING TRAFFIC CONDITIONS................................................................................ 3 3.0 PLANNED AND PROGRAMMED IMPROVEMENTS..................................................... 4 4.0 PROJECT TRAFFIC....................................................................................................... 5 4.1 Trip Generation............................................................................................................ 5 4.2 Trip Distribution/Assignment........................................................................................ 5 5.0 PROJECTED CONDITIONS ANALYSIS........................................................................ 7 5.1 Background Traffic Volumes and Transportation Network ............................................ 7 5.2 Interim Year 2025 Conditions........ ......... —,.— ........ .......... ................... .......... - — - 7 5.3 Horizon Year 2030 Conditions..................................................................................... 9 6.0 STUDY CONCLUSIONS................................................................................................10 APPENDICES...........................................................................................................................11 Appendix A Ocoee CMS Tables & Traffic Data Appendix B Roadway Improvement Plan Appendix C Trip Generation Information Sheets Appendix D OUATS Model Appendix E Historical Growth Trends LIST OF TABLES Table 1 Future Land Use Designations & Densities.................................................................. 1 Table 2 Existing Conditions Capacity Analysis.......................................................................... 3 Table 3 Planned and Programmed Improvements.................................................................... 4 Table 4 Trip Generation Calculation.......................................................................................... 5 Table 5 Interim Year 2025 Conditions Analysis......................................................................... 8 Table 6 Horizon Year 2030 Conditions Analysis........................................................................ 9 LIST OF FIGURES Figure1 Site Location Map....................................................................................................... 2 Figure2 Project Trip Distribution............................................................................................... 6 CLRM Property TWK Transportation Facilities Analysis Project Na 18094.1 v2.0 TraNk a mahwtyCMM*M s Table of Contents i PROFESSIONAL ENGINEERING CERTIFICATION I hereby certify that I am a Professional Engineer properly registered in the State of Florida practicing with Traffic & Mobility Consultants LLC, a corporation authorized to operate as an engineering business, CA -30024, by the State of Florida Department of Professional Regulation, Board of Professional Engineers, and that I have prepared or approved the evaluations, findings, opinions, conclusions, or technical advice attached hereto for: PROJECT: CLRM Property LOCATION: City of Ocoee, Florida CLIENT: DR Horton Inc I hereby acknowledge that the procedures and references used to develop the results contained in these computations are standard to the professional practice of Transportation Engineering as applied through professional judgment and experience. ��.```O SANIj'''�., No 56849 '•.�' %^ ••., STATE OF =a..0 w: ., 101V AL ENit S Digitally signed by AYMAN H AS-SAIDI Date: 2019.03.07 17:15:29 -05'00' 1.0 INTRODUCTION This analysis was conducted to support the application to amend the current Comprehensive Plan (CP) Future Land Use (FLU) for the +/- 193 -acre CLRM Property, located on the southwest of the intersection of Apopka -Vineland Road and McCormick Road in the City of Ocoee, Florida, Figure 1 depicts the site location. The current FLU designation on the property is Rural Settlement 1/5 (RS 1/5). The proposed amendment is to change the FLU designations to Low Density Residential (LDR). Although the LDR designation allows for a maximum of 4 dwelling unit (DU) per acre, this project will be submitted as a Planned Development (PD) with a maximum of 381 DU; therefore, this transportation analysis reflects this density limit. Table 1 summarizes the land uses, areas, densities, and allowable development yields for the site as currently adopted and with the requested CP Amendment. Table 1 Future Land Use Designations & Densities CLRM Property Tm Transportation Facilities Analysis �c Project No- 18094.1 v2.0 Traft & kUbBy Camdmaft I i Page 1 @D W McCormick Rd TM�C T—ffm a Mebiliy Cenaulwnea Wl-mmid YJ MoGoRalct fld 9 9 Forest Lake Golf C I uG R Lmm Rd E ]Caen Rd IWCrlr SIT Hgc r Proirio f e3 0 ED k N Not to Scale 2.0 BUSTING TRAFFIC CONDITIONS The existing traffic conditions were evaluated within the, project's primary influence area. This included the area's major roadways which were analyzed for daily conditions. The study roadway segments were analyzed by comparing the existing average annual daily traffic (AADT) volumes of each roadway segment With its corresponding capacity. Roadway segments were obtained from the City's Concurrency Management System (CMS) tables and updated with recent Orange County counts. The City of Ocoee CMS tables, Florida Department of Transportation (FDOI) AADT, and Orange County traffic counts are included in Appendix A. Table 2 summarizes the existing conditions capacity analysis in the area. This analysis reveals that currently the roadway segments within the study area operate at adequate Level of Service (LOS). Table 2 Existing Conditions Capacity Analysis RoadwaySegment No Lns LOS Std Da ily Capacity 2017 AADT LOS Apopka Vineland Rd AD. Mims Rd to Clarcona-Ocoee Rd 2 E 17,700 14,831 C Clarcona Ocoee Rd to Gilliam Rd 2 E 17,700 15,555 C Gilliam Rd to Keene Rd 2 E 17,700 15,497 C Clarcona-Ocoee Rd Fuller's Cross Rd to West Rd 4 E 39,800 17,757 C West Rd to Ingram Rd 4 E 39,800 13,621 C Ingram Rd to Clarke Rd* 4 E 39,800 10,200 C Clarke Rd to Apopka Vineland Rd 4 E 39,800 19,474 C Clarke Rd Hackney -Prairie Rd to Clarcona-Ocoee Rd 2 1 D 17,700 115,7571 C Ingram Rd McCormick Rd to Clarcona-Ocoee Rd 2 1 D 14,800 2,892 C McCormick Rd Ocoee Apopka Rd to Ingram Rd 2 D 14,800 4,076 C Ingram Rd to Apopka -Vineland Rd* 2 D 14,800 3,600 C Ocoee -Apopka Rd West Rd to McCormick Rd 2 1 E 1 17,700 12,413 C West Rd Ocoee -Apopka Rd to Clarcona-Ocoee Rd 4 1 D 1 39,800 1 9,230 C Source: Ocoee CMS, Orange County 2017 Traffic Online & 2013 FDO T QILOS Manual *FDOT Traffic Counts 2017 CLRM Property TW& Transportation Facilities Analysis Project N2 18094.1 v2.0 Traf& a Mabift Conudhmit Page 3 The City of Ocoee and City of Ocoee Capital Improvement Programs (CIP), Capital Improvement Elements (CIE), and the Orange County Long -Range Transportation Plans (LRTP) were checked to identify any planned or programmed improvements to the transportation facilities in this area. The planned and programmed improvements are listed in Table 3. Supporting information from the City of Ocoee and Orange County is provided in Appendix B. Table 3 Planned and Programmed Improvements CLRM Property TA Transportation Facilities Analysis M Project N2 18094.1 v2.0 TraF& I M-16Mr canwhants Page 4 4.0 PROJECT TRAFFIC 4.1 Trip Generation The trip generation for the existing and proposed land use densities was calculated using trip generation information published by the Institute of Transportation Engineers (ITE) in the Trip Generation Report, 10th Edition. Trip generation rates and calculations are summarized in Table 4, which shows the daily and PM peak hour trips for the existing and proposed land uses. Trip generation equations and supporting information are included in Appendix C. Table 4 Trip Generation Calculation ITE Rate Trips Code Land Use Size Daily Peak Daily Peak Single Family Single Familyr r•. ® .. Net Change in Trips w/ Proposed Amendmentle Trip calculations based on ITE Trip Generation, 10th Edition Equation used to calculate rates The proposed amendment will result in a net increase in the total trips generated by the site. The increase is 3,091 daily trips and 322 peak hour trips. 4.2 Trip Distribution/Assignment A distribution pattern in the general vicinity of the project site was determined based on the OUATS model output, included in Appendix D, modified to reflect the local network and prevailing traffic patterns. The proposed trip distribution pattern is provided in Figure 2. CLRM Property TM Transportation Facilities Analysis -C.. Project No- 18094.1 v2.0 Tram - 14-16hr eunm*mt- Page 5 J 7 � Magnolia Park W K=_ m EKeene m � 3 * � � 8\ ' ParadlSe E H @ig h!S g\ # Mc -Cormick Rd \ mGCor 7 y 7 � £ ■ i ]Zy ] S|T E 4 \ � L 13. $ � HIa�aSG@@ 5% - ���2\ restLake _ Golf CIA z (to a ikara# Prairie m $ • LI e � � r 2 \ wumRd N Ad D © a% 2 ? .2® ��R 42 � ƒ _ � ƒ a 2 0008■ Q 42 % CL Whk Rd White Rm e p Rd salbas Ur � . [Ad ~ .. u r,11 ani lEam-WeSA Expy 5.0 PROJECTED CONDITIONS ANALYSIS Projected conditions were assessed to evaluate the impact of the proposed amendment on the roadway network. The projected conditions analysis was performed for the Interim Year (2025) and the Horizon Year (2030). 5.1 Background Traffic Volumes and Transportation Network A review of the historical trends was conducted within the influence area. Detailed historical trend worksheets are included in Appendix E. The review indicated that growth rates varied from 14% on Clarcona-Ocoee Road to minimal growth on Ingram Road and McCormick Road. An annual average growth rate of 5% was considered in this analysis to compute the projected traffic volumes for Interim and Horizon Years which reflects the continuing growth in the general area and the resulting additional traffic on these segments. 6.2 Interim Year 2026 Conditions The 2025 Interim Year analysis was conducted by comparing projected traffic volumes to the roadway network capacity and service volumes. Table 6 summarizes the results of the analysis, which reveals that the roadway segments of Apopka Vineland Road, from A.D. Mims Road to Keene Road, and Clarke Road, from Hackney Prairie Road to Clarcona-Ocoee Road, are projected to be deficient by Interim Year 2025 due to background traffic growth. The proposed amendment will not cause any segments on the transportation network to become deficient. CLRM Property Transportation Facilities Analysis Project N2 18094.1 v2.0 TW9 TraMe a Mobffity Cmmftmft Page 7 Table 5 Interim Year 2025 Conditions Analysis Roadway Segment No Lns LOS Std Daily Capacity 2017 AADT LOS Backg'd (2025) Daily LOS Distr WithAmendment Trips Total LOS Apopka Vineland Rd AD. Mims Rd to Clarcona-Ocoee Rd 2 E 17,700 14,831 C 20,763 F 25% 773 21,536 F Clarcona Ocoee Rd to Gilliam Rd 2 E 17,700 15,555 C 21,777 F 44% 1,360 23,137 F Gilliam Rd to Keene Rd 2 1 E 1 17,700 15,4971 C 21,696 F 30% 927 22,623 F Clarcona-Ocoee Rd Fuller's Cross Rd to West Rd 4 E 1 39,800 17,757 C 24,860 C 1 10% 309 25,169 C West Rd to Ingram Rd 4 E 39,800 13,621 C 19,069 C 14% 433 19,502 C Ingram Rd to Clarke Rd* 4 E 39,800 10,200 C 14,280 C 3% 93 14,373 C Clarke Rd to Apopka Vineland Rd 4 E 1 39,800 19,474 C 27,264 62 27,326 C Clarke Rd Hackney -Prairie Rd to Clarcona-Ocoee Rd T2FTF7,700 115,7571 C 1 22,060 1 F 1 5% 1 155 1 22,2151 F Ingram Rd McCormick Rd to Ciarcona-Ocoee Rd 2 1 D 1 14,800, 2,892 C 4,049 C 17% 525 4,574 McCormick Rd Ocoee Apopka Rd to Ingram Rd 2 D 14,800 4,076 C 5,706 C 9% 278 5,984 C Ingram Rd to Apopka -Vineland Rd* 2 D 14,800 3,600 C 1 5,040 1 C 1 74%12,287 1 7,327 1 D, Ocoee -Apopka Rd West Rd to McCormick Rd 1 2 1 E 1 17,700 112,4131 C 1 17,378 1 D 1 2% 1 62 1 17,440 1 D West Rd Ocoee -Apopka Rd to Clarcona-Ocoee Rd 1 4 1 b 1 39,800 1 9,230 1 C 1 12,922 1 C 1 2% 1 62 12,984 C *FDOT Traffic Counts 2017 nwc Truffk * Al 6111t, Can- *wt CLRM Property Transportation Facilities Analysis Project Ne 18094.1 v2.0 Page 8 6.3 Horizon Year 2030 Conditions The Horizon Year analysis was conducted for projected background traffic volumes in the year 2030. Table 6 summarizes the conditions analysis of the roadway network with the planned improvements. Table 6 Horizon Year 2030 Conditions Analysis Roadway Segment No Lns LOS Std Daily Capacity 2017 AADT LOS Backg'd (20 Daily 30) LOS Distr With Amendment Trips Total LOS Apopka Vineland Rd AD. Mims Rd to Clarcona-Ocoee Rd 2 E 17,700 14,831 C 24,471 F 25% 773 25,244 F Clarcona Ocoee Rd to Gilliam Rd 2 E 1 17,700 15,555 C 25,666 F 44% 130% 1,360 27,026 F Gilliam Rd to Keene Rd 2 E 1 17,700 15,4971 C 25,570 1 IF 927 26,497 F Clarcona-Ocoee Rd Fuller's Cross Rd to West Rd 4 E 39,800 17,757 C 29,299 C 10% 309 29,608 C West Rd to Ingram Rd 4 E 39,800 13,621 C 22,475 C 14% 433 22,908 C Ingram Rd to Clarke Rd* 4 E 39,800 10,200 C 16,830 C 3% 93 16,923 C Clarke Rd to Apopka Vineland Rd 4 E 39,800 19,474 C 32,132 C 2% 62 32,194 C Clarke Rd Hackney-Pralrie, Rd to Clarcona-Ocoee Rd 2 1 D 1 17,700 115,7571 C 1 25,999 1 F 1 5% 1 155 26,154 F Ingram Rd McCormick Rd to Clarcona-Ocoee Rd 2 D 1 14,800 2,892 C 4,772 1 C 1 17%1 525 1 5,297 C McCormick Rd Ocoee Apopka Rd to Ingram Rd 2 D 14,800 4,076 C 6,725 1 C 1 9% 1 278 1 7,003 C Ingram Rd to Apopka -Vineland Rd* 2 Ocoee -Apopka Rd West Rd to McCormick Rd 4 1 E 1 39,800 112,4131 C 1 20,481 1 C 1 2% 1 62 1 20,543 C West Rd Ocoee -Apopka Rd to Clarcona-Ocoee Rd 4 1 D 1 39,800 1 9,230 1 C 1 15,230 1 C 1 2% 1 62 1 15,292 C *FDO T Traffic Counts 2017 The analysis reveals that the that the roadway segments of Apopka Vineland Road, from A.D. Mims Road to Keene Road, and Clarke Road, from Hackney Prairie Road to Clarcona-Ocoee Road will continue to be deficient by Horizon Year 2030 due to background traffic growth. The proposed amendment Will not cause any segments on the transportation network to become deficient. Prior to approvals of construction on the property, the project will undergo further review and would be required to address any operational and near -site impacts on the transportation network based on the proposed development program. Additional evaluation of roadway, intersection, and access capacity will be performed through the subsequent development reviews. CLRM Property Twa Transportation Facilities Analysis Project N2 18094.1 v2.0 Tram a Mobft comuhm" Page 9 This Transportation Facilities Analysis was conducted in support of a request to amend the Comprehensive Plan for the CLRM Property, located on located southwest of Apopka -Vineland Road and McCormick Road, in the City of Ocoee, Florida. The requested amendment is to change the FLU designation of the property from Rural Settlement RS 1/5 to Low Density Residential. The findings of this analysis are as follows: • The proposed amendment will result in a net increase in the total trips generated by the site. The increase is 3,091 daily trips and 322 peak hour trips. • Transportation improvements in the study area that are planned or programmed include the widening of Ocoee -Apopka Road to four lanes. • An analysis of existing conditions indicates that the roadway segment within the study area currently operates at satisfactory Level of Service (LOS). • Analysis of Interim Year (2025) and Horizon Year (2030) conditions indicate that the roadway segments of Apopka Vineland Road, from A.D. Mims Road to Keene Road, and Clarke Road from Hackney -Prairie Road, are projected to be deficient due to background growth. • The proposed amendment will not cause any segments on the transportation network to become deficient for the Interim Year (2025) or the Horizon Year (2030). • The proposed development of the site will undergo additional review through the devplopment process, where traffic operations and transportation capacity demand by the physical development of the site will be further evaluated through the requirements of the Concurrency Management System. CLRM Property TAK Transportation Facilities Analysis Project N2 18094.1 v2.0 Traffic * M -LMfy C-n-4*cmt- Page 10 APPENDICES Appendix A Ocoee GMS Tables & Traffic Data TABLE 1 OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM Traffic Volumes and Capacities by Road Segments Overall Summary Last Updated: 4/25/2013 Roadway Segment Segment Limits (From -To) Adopted LOS No. of Lanes Daily Volumes (VPD) FDOT LOS Capacities 11 Capacity (VPD) Existing 2012 Counts Vested Combined 2012 LOS Adj Numerical LOS Threshold Minus Existing Minus Combined %Used Existing %Available Existing %Used Combined %Available Combined A.D. Mims Rd Wurst Rd/Clarke Rd E 2 6,900 557 7,457 15,600 15% 13,260 6,360 5,803 52% 48% 56% 44% Clarke Rd/Apopka-Vineland Rd E 2 6,900 557 7,457 15,600 15% 13,260 6,360 5,803 52% 48% 56% 44% Adair St Wurst Rd/Clarcona-Ocoee Rd D 2 2,189 - 2,189 14,800 15% 12,580 10,391 10,391 17% 83% 17% 83% Apopka -Vineland Rd A.D. Mims Rd/Hackney-Prairie Rd E 2 12,900 444 13,344 17,700 15% 15,045 2,145 1,701 86% 14% 89% 11% Hackney -Prairie Rd/Clarcona-Ocoee Rd E 2 12,900 - 12,900 17,700 15% 15,045 2,145 2,145 86% 14% 86% 14% Blackwood Ave Old Winter Garden Rd. to SR 50 D 4 8,800 104 8,904 32,400 10% 29,160 20,360 20,256 30% 70% 31% 69% SR 50 to Montgomery Ave D 2 3,115 - 3,115 14,800 15% 12,580 9,465 9,465 25% 75% 25% 75% Bluford Ave Old Winter Garden Rd. to SR 50 D 2 6,685 382 7,067 14,800 15% 12,580 5,895 5,513 53% 47% 56% 44% S.R. 50/Geneva St D 2 8,906 439 9,345 14,800 15% 12,580 3,674 3,235 71% 29% 74% 26% Geneva St/Orlando Rd D 2 8,906 351 9,257 14,800 15% 12,580 3,674 3,323 71% 29% 74% 26% Orlando Rd/McKey St D 2 8,906 642 9,548 14,800 15% 12,580 3,674 3,032 71% 29% 76% 24% McKey SUS.R.438 D 2 8,906 532 9,438 14,800 15% 12,580 3,674 3,142 71% 29% 75% 25% Bowness Rd Kissimmee Ave/S.R. 438 D 2 11,280 1,102 12,382 14,800 15% 12,580 1,300 198 90% 10% 98% 2% Citrus Oaks Ave Old Winter Garden Rd. to SR 50 D 2 2,993 - 2,993 14,800 15% 12,580 9,587 9,587 24% 76% 24% 76% Clarcona-Ocoee Rd Fuller's Cross Rd/ West Rd E 2 4,515 3,500 8,015 17,700 15% 15,045 10,530 7,030 30% 70% 53% 47% West Rd/ Ingram Rd E 2 6,500 3,500 10,000 17,700 15% 15,045 8,545 5,045 43% 57% 66% 34% Ingram Rd/ Clarke Rd E 4 6,500 2,713 9,213 39,800 15% 33,830 27,330 24,617 19% 81% 27% 73% Clarke Rd/Apopka-Vineland Rd E 4 8,082 3,869 11,951 39,800 15% 33,830 25,748 21,879 24% 76% 35% 65% Clarke Rd S.R. 50/White Rd D 1 4 21,258 2,482 23,740 39,800 10% 35,820 14,562 12,080 59% 41% 66% 34% White Rd/S.R. 438 D 4 26,003 2,610 28,613 39,800 10% 35,820 9,817 7,207 73% 27% 80% 20% S.R. 438/A.D. Mims Rd D 4 13,671 4,117 17,788 39,800 10% 35,820 22,149 18,032 38% 62% 50% 50% A.D. Mims Rd/Hackney-Prairie Rd D 2 8,619 6,207 14,826 17,700 15% 15,045 6,426 219 57% 43% 99% 1% Hackney -Prairie Rd/Clarcona-Ocoee Rd D 2 8,619 5,538 14,157 17,700 15% 15,045 6,426 888 57% 43% 94% 6% East Crown Point Rd SR 438/ Palm Dr D 2 5,521 - 5,521 14,800 15% 12,580 7,059 7,059 44% 56% 44% 56% Fullers Cross Rd Ocoee-Apopka/Clarcona-Ocoee E 2 6,500 1,311 7,811 17,700 15% 15,045 8,545 7,234 43% 57% 52% 48% Geneva St Kissimmee Rd/Bluford Rd D 2 8,587 174 8,761 14,800 10% 13,320 4,733 4,559 64% 36% 66% 34% Good Homes Rd Old Winter Garden Rd/East-West Expwy E 4 20,874 89 20,963 39,800 10% 35,820 14,946 14,857 58% 42% 59% 41% East-West Expwy/S.R. 50 E 4 20,874 194 21,068 39,800 10% 35,820 14,946 14,752 58% 42% 59% 41% S.R. 50/Balboa Dr. E 2 12,794 40 12,834 17,700 10% 15,930 3,136 3,096 80% 20% 81% 19% Balboa Dr/White Rd E 2 12,794 40 12,834 17,700 15% 15,045 2,251 2,211 85% 15% 85% 15% Hackney -Prairie Rd Clarke Rd/Apopka-Vineland Rd D 2 1,059 641 1,700 14,800 15% 12,580 11,521 10,880 8% 92% 14% 86% Hemple Ave Gotha Rd/Old Winter Garden Rd E 2 7,059 - 7,059 14,800 15% 12,580 5,521 5,521 56% 44% 56% 44% Ingram Rd McCormick Rd/ Clarcona Ocoee Rd d 2 1,452 1,452 14,800 15% 12,580 11,128 11,128 12% 88% 12% 88% Johio Shores Rd S.R. 438/A.D. Mims Rd D 2 815 - 815 14,800 15% 12,580 11,765 11,765 6% 94% 6% 94% Kissimmee Ave Bowness Rd/ McKey St D 2 2,200 322 2,522 14,800 15% 12,580 10,380 10,058 17% 83% 20% 80% Lakewood Ave S.R. 438/Rewis St E 2 6,319 436 6,755 17,700 15% 15,045 8,726 8,290 42% 58% 45% 55% Rewis St/Wurst Rd E 2 5,592 295 5,887 17,700 15% 15,045 9,453 9,158 37% 63% 39% 61% Wurst Rd/Fuller's Cross Rd E 2 3,588 864 4,452 17,700 15% 15,045 11,457 10,593 24% 76% 30% 70% Maguire Rd Gotha Rd/Roberson Rd D 2 10,003 237 10,240 17,700 10% 15,930 5,927 5,690 63% 37% 64% 36% Roberson Rd/Tomyn Rd D 4 27,290 4,417 31,707 39,800 10% 35,820 8,530 4,113 76% 24% 89% 11% Tomyn Rd/Old Winter Garden Road D 4 27,290 6,017 33,307 39,800 10% 35,820 8,530 2,513 76% 24% 93% 7% Old Winter Garden Road/S.R. 50 D 4 27,290 4,246 31,536 39,800 10% 35,820 8,530 4,284 76% 24% 88% 12% S.R. 50/Marshall Farms Rd D 4 12,148 1,881 14,029 39,800 10% 35,820 23,672 21,791 34% 66% 39% 61% Marshall Farms Rd/Story Rd D 2 12,148 2,151 14,299 17,700 15% 15,045 2,897 746 81% 19% 95% 5% Story Rd/ Kissimmee Ave D 2 12,148 1,401 13,549 17,700 15% 15,045 2,897 1,496 81% 19% 90% 10% Marshall Farms Rd S.R. 50/Maguire Rd D 2 3,943 313 4,256 14,800 15% 12,580 8,637 8,324 31% 69% 34% 66% McCormick Rd Ocoee -Apopka Rd/ Ingram Rd D 2 3,387 273 3,660 14,800 15% 12,580 9,193 8,920 27% 73% 29% 71% Ingram Rd/ Apopka -Vineland Rd D 2 3,081 273 3,354 14,800 15% 12,580 9,499 9,226 24% 76% 27% 73% McKey St Kissimmee Ave/Bluford Ave E 2 8,800 10 8,810 14,800 15% 12,580 3,780 3,770 70% 30% 70% 30% Montgomery Rd Blackwood Ave/ White Rd D 2 2,407 - 2,407 14,800 15% 12,580 10,173 10,173 19% 81% 19% 81% Moore Rd Maguire Rd/ 7th Ave D 2 6,769 264 7,033 14,800 15% 12,580 5,811 5,547 54% 46% 56% 44% Ocoee Hills Rd S.R. 438/Flewelling St D 2 2,680 - 2,680 14,800 15% 12,580 9,900 9,900 21% 79% 21% 79% Ocoee -Apopka Rd S.R. 438/ Demastus Ln E 2 10,975 2,555 13,530 17,700 15% 15,045 4,070 1,515 73% 27% 90% 10% Demastus Ln/ Fullers Cross Rd E 2 10,975 2,967 13,942 17,700 15% 15,045 4,070 1,103 73% 27% 93% 7% Fullers Cross Rd/ West Rd E 2 10,975 3,838 14,813 17,700 15% 15,045 4,070 232 73% 27% 98% 2% West Rd/ McCormick Rd E 2 8,476 3,838 12,314 17,700 15% 15,045 6,569 2,731 56% 44% 82% 18% Old Winter Garden Rd Maguire Rd/ Bluford Ave E 4 20,847 12,740 33,587 39,800 10% 35,820 14,973 2,233 58% 42% 94% 6% Bluford Ave/ Blackwood Ave E 4 25,674 2,599 28,273 39,800 10% 35,820 10,146 7,547 72% 28% 79% 21% Blackwood Ave/Hemple Ave E 4 23,442 2,829 26,271 39,800 10% 35,820 12,378 9,549 65% 35% 73% 27% Community Development Department Planning Division 1/2 TABLE 1 OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM Traffic Volumes and Capacities by Road Segments Overall Summary Last Updated: 4/25/2013 Roadway Segment Segment Limits (From -To) Adopted LOS No. of Lanes Daily Volumes (VPD) FDOT LOS Capacities Capacity (VPD) Existing 2012 Counts Vested Combined 2012 LOS Adj Numerical Minus LOS Threshold Existing Minus %Used Combined Existing %Available Existing %Used Combined %Available Combined Hemple Ave/Citrus Oaks Ave E 4 22,693 259 22,952 39,800 100/0 35,820 13,127 12,868 63% 371/6 64% 361/6 Citrus Oaks Ave/Good Homes Rd E 4 23,078 - 23,078 39,800 10% 35,820 12,742 12,742 64% 36% 64% 36% Orlando Ave Bluford Ave to Montgomery Ave 4,405 52 4,457 14,800 10% 13,320 8,915 8,863 33% 67% 33% 67% Rewis St Lakewood Ave/Flewelling St D 2 1,071 21 1,092 14,800 10% 13,320 12,249 12,228 8% 92% 8% 92% Roberson Rd Windermere Rd/Maguire Rd D 2 11,640 1,180 12,820 17,700 10% 15,930 4,290 3,110 73% 27% 80% 20% Russell Dr Flewellin St/Willow Creek Rd D 2 1,131 - 1,131 14,800 10% 13,320 12,189 12,189 8% 92% 8% 92% S.R. 438 (Silverstar Road) E. Crown Point Rd/ SR 429 E 2 15,700 1,414 17,114 17,700 50/0 16,815 1,115 (299) 93% 7% 102% -20 SR 429/ Bowness Rd E 2 12,700 1,414 14,114 17,700 5% 16,815 4,115 2,701 76% 24% 84% 16% Bowness Rd/Ocoee-Apopka Rd E 2 12,700 2,140 14,840 17,700 5% 16,815 4,115 1,975 76% 24% 88% 12% Ocoee -Apopka Rd/Bluford Ave E 2 14,000 2,548 16,548 17,700 5% 16,815 2,815 267 83% 17% 98% 2% Bluford Ave/Ocoee-Hills Rd E 2 16,500 712 17,212 17,700 5% 16,815 315 (397) 98% 2% 1020/6 -2% Ocoee -Hills Rd/Clarke Rd E 2 16,500 344 16,844 17,700 5% 16,815 315 (29) 98% 2% 1000/0 00/0 Clarke Rd/Johio Shores Rd E 4 21,500 153 21,653 39,800 0% 39,800 18,300 18,147 54% 46% 540/6 46% Johio Shores Rd/Good Homes Rd E 4 25,500 398 25,898 39,800 0% 39,800 14,300 13,902 64% 36% 65% 35% 3.R. 50 (West Colonial Dr. 9th St/ SR 429 D 4 44,000 982 44,982 49,900 artplan 49,900 5,900 4,918 88% 12% 90% 10% SR 429/ Marshall Farms Rd D 4 44,000 2,941 46,941 49,900 artplan 49,900 5,900 2,959 88% 12% 94% 6% Marshall Farms Rd/Maguire Rd D 4 32,500 3,181 35,681 49,900 artplan 49,900 17,400 14,219 65% 35% 720/6 28% Maguire Rd/ Bluford Ave D 4 32,500 1,936 34,436 49,900 artplan 49,900 17,400 15,464 65% 35% 690/6 31% Bluford Ave/ Blackwood Ave D 4 34,000 1,194 35,194 54,300 artplan 54,300 20,300 19,106 63% 37% 65% 35% Blackwood Ave/Clarke Rd D 4 34,000 1,274 35,274 54,300 artplan 54,300 20,300 19,026 63% 37% 65% 35% Clarke Rd/Good Homes Rd D 4 27,500 622 28,122 54,300 artplan 54,300 26,800 26,178 51% 49% 52% 48% Good Homes Rd/ Apopka -Vineland Rd D 4 27,000 186 27,186 54,300 artplan 54,300 27,300 27,114 50% 50% 50% 50% Story Rd 9th St/ SR 429 E 2 9,770 194 9,964 17,700 10% 15,930 6,160 5,966 61% 39% 63% 37% SR 429/ Kissimmee Ave E 2 9,770 206 9,976 17,700 10% 15,930 6,160 5,954 61% 39% 63% 37% Taylor St Franklin St/Mckey St D 2 8,800 121 8,921 14,800 10% 13,320 4,520 4,399 66% 34% 67% 33% Tomyn Blvd Roberston Rd/ Warrior Rd D 2 5,610 80 5,690 17,700 10% 15,930 10,320 10,240 35% 65% 360/6 64% Warrior Rd/ Maguire Rd D 2 5,403 449 5,852 17,770 10% 15,993 10,590 10,141 34% 66% 37% 63% West Rd Ocoee -Apopka Rd/ Clarcona-Ocoee Rd D 2 3,941 - 3,941 14,800 10% 13,320 9,379 9,379 30% 70% 30% 70% White Rd (Orlando Ave.) Montgomery Rd/ Clarke Rd D 2 6,602 7 6,609 14,800 10% 13,320 6,718 6,711 50% 500/0 50% 50% Clarke Rd/Good Homes Rd D 2 6,734 4 6,738 14,800 10% 13,3206,586 6,582 51% 49% 51% 49% WurstRd Lakewood Ave/Adair St D 2 5,147 10 5,157 14,800 10% 13,320 8,173 8,163 39% 61% 399/6 619/6 Adair St/A.D. Mims Rd D 2 10,975 472 11,4471 14,800 10% 13,3201 2,345 1,873 82% 18% 86% 14% Community Development Department Planning Division 2/2 raffi c Co �,,i rr'- - - ---------- I a-I Station: 76.0 - Apopka Vineland Rd Limits: Clarcona-Ocoee Rd to A.D. Mims Rd Location: 450 Ft. S. of Hackney Prarie Rd. (0.68 Miles N. of A.D. Mimi Latitude: 28.59848 Longitude: -81.49685 Peak Hour Daily Volume: 773 Peak Direction: SB Attachments: 76 Roadway Count Summary.pdf 76 Peak Hourly _arap gif L tris AVERAGE ANNUAL DAILY TRAFFIC AADT, Most Recent: 14,,831 AADT, 1999: 13.,684 AADT, 2000: 12,872 AADT,, 2001: 12,961 AADT, 2002: 20,485 AADT, 2003: 13,329 AADT, 2004: 18,398 AADT 2005: 14,596 AADT, 2006: 17j,354 AADT, 2007: 17,r094 AADT, 2008: 16j590 AADT, 2009: 16,866 AADT, 2010: AADT, 2011: AADT, 2012: AADT, 2013: 12,073 AADT, 2014: 14,343 AADT, 2015: 14,,707 AADT, 2016: 15,620 AADT,, 2017: 14,831 Attachments: 76 Roadway Count Summary.pdf 76 Peak Hourly _arap gif L tris rac Col, -!n ' + 1551, $ Finri drlr_Pgc nr interctactinn IQ] Station: 7004.0 - Clarcona Rd Limits: Gilliam Rd to Clarcona-Ocoee Rd Location: 0.09 Miles S. of Gilliam Rd Latitude: 28.62433 Longitude: -81.49825 Peak Hour Daily Volume: 693 Peak Direction: SB AVERAGE ANNUAL DAILY TRAFFIC AADT, Most Recent: 15,555 AADT, 1999: 14,108 AADT, 2000: 13,003 AADT, 2001: 12,741 AADT, 2002: 28,843 AADT, 2003: 13,900 AADT, 2004: 11,809 AADT, 2005: 12,240 AADT, 2006: 11,836 AADT, 2007: 11,792 AADT, 2008: 12,434 AADT, 2009: 11,344 AADT, 2010: AADT, 2011: AADT, 2012: AADT, 2013: 12,087 AADT, 2014: 13,213 AADT, 2015: 13,383 AADT, 2016: 14,485 AADT, 2017: 15,555 Attachments: 7004 Roadway Count Summary_pdf 7004 Peak Hourly Graph.gif Traffic Counts Station: 32.0 - Clarcona Rd Limits: Keene Rd to Gilliam Rd Location: 0.30 Miles N. of Gilliam Rd Latitude: 28.62995 Longitude: -81.49758 Peak Hour Daily Volume: 674 Peak Direction: SB AVERAGE ANNUAL DAILY TRAFFIC AADT, Most Recent: 15,497 AADT, 1999: 13,756 AADT, 2000: 12,,616 AADT, 2001: 12,045 AADT, 2002: 15,763 AADT, 2003: 15,,841 AADT, 2004: 11,525 AADT, 2005: 11,754 AADT, 2006: 12,166 AADT, 2007: 11,391 AADT, 2008: 10,811 AADT, 2009: 10,957 AADT, 2010: AADT, 2011: AADT, 2012: AADT, 2013: 11,822 AADT, 2014: 12.,922 AADT, 2015: 13,155 AADT, 2016: 14,231 AADT, 2017: 15.,497 Attachments: 32 Roadway Count Summary.12-Aff 32 Peak Hourly Grapj2.gif Find arirlrass car intp-r-qp-.--finn Station: 454.9 - Clarcona Ocoee Rd Limits: SR 429 to N. Lakewood Av Location: 0.15 Mi. E. SR 429 Latitude: 28.60026 Longitude: -81.54171 Peak Hour Daily Volume: 986 Peak Direction: WB AVERAGE ANNUAL DAILY TRAFFIC AADT, Most Recent: 17,757 AADT, 1999: AADT, 2000: AADT, 2001: AADT, 2002: AADT, 2003: AADT, 2004: AADT, 2005: AADT, 2006: AADT, 2007: AADT, 2008: AADT, 2009: AADT, 2010: AADT, 2011: 7,129 AADT, 2012: 7,151 AADT, 2013: 8,110 AADT, 2014: 9.,217 AADT, 2015: 11,152 AADT, 2016: 11,972 AADT, 2017: 17,757 Attachments: 454.9 Roadway Count Summary.pdf 454.9 Peak Hourly QrapL gif is X11` a "�" � Find acideP�s__r�r_.intp_.�-cr_lc�#inn.. Station: 70.0 - Clarcona Ocoee Rd Limits: Fuller's Cross Rd to Clarke Rd Location: 0.10 Miles W. of Ingram Rd Clarcona-Ocoee Rd Latitude: 28.60600 Longitude: -81.52725 Peak Hour Daily Volume: 751 Peak Direction: WB AVERAGE ANNUAL DAILY TRAFFIC AADT, Most Recent: 13,621 AADT, 1999: 51384 AADT, 2000: 5,027 AADT, 2001: 5,430 AADT, 2002: 7,523 AADT, 2003: 10,347 AADT, 2004: 7,362 AADT, 2005: AADT, 2006: 8,145 AADT, 2007: 8,392 AADT, 2008: 7,780 AADT, 2009: 7,629 AADT, 2010: AADT, 2011: AADT, 2012: AADT, 2013: 7,124 AADT, 2014: 7,645 AADT, 2015: 12,297 AADT, 2016: 13,052 AADT, 2017: 13,621 Attachments: 70 Roadway Count Summarypdf 70 Peak Hourly Gra&gif FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2017 HISTORICAL AADT REPORT COUNTY: 75 - ORANGE SITE: 7002 - CLARCONA-OCOEE RD, 0.2 MI. W OF CLARK RD. (HPMS) YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR ---- 2017 ---------- 10200 S ------------ E 5100 ------------ W 5100 --------- 9.00 -------- 52.60 -------- 3.80 2016 10000 F E 5000 W 5000 9.00 52.50 3.80 2015 9800 C E 4900 W 4900 9.00 53.20 3.80 2014 7300 F E 3700 W 3600 9.00 53.20 9.90 2013 7300 C E 3700 W 3600 9.00 53.30 9.90 2012 6500 F E 3200 W 3300 9.00 52.90 5.20 2011 6500 C E 3200 W 3300 9.00 52.70 4.90 2010 6500 F E 3200 W 3300 8.87 52.83 5.00 2009 6700 C E 3300 W 3400 8,79 53.70 4.60 2008 7700 C E 4000 W 3700 8.80 53.99 8.30 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Vr . Co- inn tit Station: 69.0 - Clarcona Ocoee Rd Limits: Clarke Rd to Apopka Vineland Rd Location: 0.53 Miles W. of Apopka -Vineland Rd Latitude: 28.61222 Longitude: -81.50715 Peak Hour Daily Volume: 1,062 Peak Direction: EB AVERAGE ANNUAL DAILY TRAFFIC AADT, Most Recent: 19,474 AADT, 1999: 91293 AADT, 2000: 8,930 AADT, 2001: 9,234 AADT, 2002: 15,458 AADT, 2003: 15,288 AADT, 2004: 10,258 AADT, 2005: 26,610 AADT, 2006: 10,987 AADT, 2007: 10,192 AADT, 2008: 91931 AADT, 2009: 10,055 AADT, 2010: AADT, 2011: AADT, 2012: AADT,, 2013: 11,079 AADT, 2014: 12,447 AADT, 2015: 12,916 AADT, 2016: 12,709 AADT, 2017: 19,474 Attachments: 69 Roadway Count Summary_pdf 69 Peak Hourly Qraph.gif C CO p S + 21 Find --4drirp--,z-Q car irAftn-r-qp-rtir)n Station: 7141.0 - Clarke Rd Limits: Clarcona-Ocoee Rd to A.D. Mims Rd Location: 0.43 Miles N. of A.D. Mims Rd Latitude: 28.58924 Longitude: -81.51433 Peak Hour Daily Volume: 942 Peak Direction: SB AVERAGE ANNUAL DAILY TRAFFIC AADT, Most Recent: 15,757 AADT, 1999: AADT, 2000: AADT, 2001: AADT, 2002: 9,573 AADT, 2003: 7,882 AADT, 2004: 9,r066 AADT, 2005: 8,127 AADT, 2006: 9,118 AADT, 2007: 8,967 AADT, 2008: 9,r250 AADT, 2009: 9,478 AADT, 2010: 8,619 AADT, 2011: 8,612 AADT, 2012: 10,,481 AADT, 2013: 11,380 AADT, 2014: 10,717 AADT, 2015: 12,303 AADT, 2016: 13,937 AADT, 2017: 15,757 Attachments: 7141 Roadway Count S-ummary.pAf 7141 Peak Hourly _Qrap gif L Traffic Counts Station: 8162.0 - Ingram Rd Limits: McCormick Rd to Caircona Ocoee Rd Location: 2,,000 Ft. S. of McCormick Rd Latitude: 28.61606 Longitude: -81.53001 Peak Hour Daily Volume: 257 Peak Direction: SB AVERAGE ANNUAL DAILY TRAFFIC AADT, Most Recent: 2,,892 AADT, 1999: AADT, 2000: AADT, 2001: AADT, 2002: AADT, 2003: AADT, 2004: AADT,, 2005: AADT, 2006: AADT, 2007: AADT,, 2008: AADT,, 2009: AADT, 2010: AADT, 2011: AADT,, 2012: AADT, 2013: AADT, 2014: AADT, 2015: AADT,, 2016: 2,697 AADT, 2017: 2,892 Attachments: 8162 Roadway Count Summary.pdf 8162 Peak Hourly -ErapL gif Tra"7c Eind -qdrirp--,zc nr intp--r-qp-,r,-tinn Station: 8075.0 - McCormick Rd Limits: Damon Rd to Ingram rd Location: 0.2 Mi. W. Damon Rd Latitude: 28.62165 Longitude: -81.50852 Peak Hour Daily Volume: 218 Peak Direction: EB AVERAGE ANNUAL DAILY TRAFFIC AADT, Most Recent: 4,,076 AADT, 1999: AADT, 2000: AADT, 2001: AADT, 2002: AADT, 2003: AADT, 2004: AADT, 2005: AADT, 2006: AADT, 2007: AADT, 2008: AADT, 2009: AADT, 2010: AADT, 2011: AADT, 2012: AADT, 2013: 4,030 AADT,, 2014: 4,r033 AADT, 2015: 3,986 AADT, 2016: 3,828 AADT, 2017: 4,r076 Attachments: 8075 Roadway Count Summa pAf 8075 Peak Hourly L jarap gif 0 FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2017 HISTORICAL AADT REPORT COUNTY: 75 - ORANGE SITE: 8193 - MCCORMICK ROAD, E OF OCOEE APOPKA ROAD - OFF SYSTEM YEAR I AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR -------------- 2017 3600 C ------------ E 1800 ------------ W 1800 --------- 9.00 -------- 52.60 -------- 3.90 2016 3800 V 0 0 9.00 52.50 5.70 2015 3700 R 0 0 9.00 53.20 4.40 2014 3600 T 9.00 53.20 3.80 2013 3600 S 0 0 9.00 53.30 4.10 2012 3600 F 0 0 9.00 52.90 3.60 2011 3600 C E 0 W 0 9.00 52.70 3.50 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Tr--""c� a Fi.nr3 grldrpcc nr inter-qPr-than 10 Station: 71.0 - Ocoee Apopka Rd Limits: Binion Rd to West Rd Location: 0.8 Mi. S. Binion Rd Latitude: 28.61962 Longitude: -81.54495 Peak Hour Daily Volume: 694 Peak Direction: NB AVERAGE ANNUAL DAILY TRAFFIC AADT, Most Recent: 12,413 AADT, 1999: 17,533 AADT, 2000: 10,166 AADT, 2001: 10,328 AADT, 2002: 9,156 AADT, 2003: 9,479 AADT, 2004: 9,606 AADT, 2005: AADT, 2006: 10,261 AADT, 2007: 11,898 AADT, 2008: 11,182 AADT, 2009: 8,168 AADT, 2010: 10,975 AADT, 2011: 10,506 AADT, 2012: 11,145 AADT, 2013: 10,687 AADT, 2014: 10,970 AADT, 2015: 11,467 AADT, 2016: 12,084 AADT, 2017: 12,413 Attachments: 71 Roadway Count Summarypdf 71 Peak Hourly Craph.gif :"70 eN� Tra, x q..,ounts- Station: 2024.0 - West Rd Limits: Ocoee -Apopka Rd to Clarcona-Ocoee Rd Re -alignment Location: 0.2 mi. E. Ocoee -Apopka Rd Latitude: 28.60310 Longitude: -81.54868 Peak Hour Daily Volume: 599 Peak Direction: EB AVERAGE ANNUAL DAILY TRAFFIC AADT,, Most Recent: 9,,230 AADT, 1999: AADT,, 2000: AADT, 2001: AADT, 2002: AADT, 2003: AADT, 2004: AADT, 2005: AADT, 2006: AADT, 2007: AADT,, 2008: AADT,, 2009: AADT, 2010: AADT, 2011: AADT, 2012: 61,380 AADT, 2013: 60,826 AADT, 2014: 7,281 AADT, 2015: 8,690 AADT, 2016: 9,r094 AADT, 2017: 9,230 Attachments: 2024 Roadway Count Summary.pAf 2024 Peak Hourly�Qrap gif L Appendix B Roadway Improvement Plan n � City af o O gyp, 0 °m CD G7 NORTH Scale: finch = 3000 feet 0 3000 Feet LAKE �� L0 (� APOPKA SEE I�M PPLAKE Legend 0 c� O O Safety and Operational O LAKE 3 o WHITNEY CD • New Roadway or • iD CD ,' Widening Roadway .. % CD v ` QQQ� fn - LL �• CD (Q • FULL __ W (D " D D Lake / Pond v N 1 Ir 111 3 111 • Rail Line C) e --r• m MCCORMICK RD Z Gi TROUT LAKE i l � � i � O LAKE -1 SIMS 1 1 1 �- - 39 LAKE Q� ADDAH , - 000 G� LAKE 1 MEADOW LAKE HACKNEY PRAIRIE LAKE �� SEE I�M PPLAKE Legend •L®1 O Safety and Operational LAKE 0 Improvement Projects WHITNEY • New Roadway or • ,' Widening Roadway .. RHEA �� \� Traffic Calming and/or QQQ� Gateway Treatment - Joint Planning Area • __ Unincorporated Orange County _TI (Q D D Lake / Pond v 1 Ir 111 LAKE OHI .LAKE 111 • Rail Line C) CD State Road C? Q County Road * Proposed to be included in JPA ... • :,STARKE LAKE �•��•i� OLYMPIA KE PRIMA 'I�IE - , 1 CD j • - e r�� .. ., i 1 •• ENE N) :.:RSO,:., Legend O Safety and Operational LAKE 0 Improvement Projects WHITNEY New Roadway or LAKEG Widening Roadway RHEA �� \� Traffic Calming and/or QQQ� Gateway Treatment - Joint Planning Area Outside of JPA Unincorporated Orange County _TI (Q D D Lake / Pond v . . West Orange Trail CD Rail Line C) CD State Road C? Q County Road * Proposed to be included in JPA � C NORTH e --F i 000 O MC - - � pCity O c n m n VJ O _ o T O _ r 0 O m T /V m O 0— C O - 0 Scale: 1 inch = 3000 feet O e`er ' Z o O DPOOo' 0 3000 Feet TLRAOET o y CD rn p LAKE ` SIMS (� LAKE LAKE APOPKA ADDAH O GOA i _1 O 0 0 n _ 3 O LAKE i -0 CD MEADOW � CD ���� p 0 O (D ` , CD LAKE HACKNEY Z (Q FULLERS C RD T v (D ` N PRAIRIE � LAKE it ca CD "' -- '� m z -- W R� m X AC ` LAKE 0 m O ,� LAKE O (n m LAKE SPRING STANL D MOXIE LAKE -U D � O v _ TJ LAKE JOHIO J LAKE WHITNEY LAKE 438 RD STARKE LAKE LAKE OLYMPIA LAKE PRIMA VISTA E w. O LF MAINF ST m y� West Oaks LAKE Mall BENNET50 W COL NIAL DR J LAKE W Health LOTTA alMart r Central n Hospital p O40 T EX LAKE — - LILL G ��— LD WINTE GARDEN D 26 I / m m Legend 2 Lanes 4 Lanes — 6 Lanes Joint Planning Area Outside of JPA Unincorporated Orange County D Lake / Pond . . West Orange Trail Rail Line CD State Road Q County Road * Proposed to be included in JPA C e --F i 000 O c n m n VJ O _ o T O —1 0 O m T /V m O 0— C C) N O J LAKE WHITNEY LAKE 438 RD STARKE LAKE LAKE OLYMPIA LAKE PRIMA VISTA E w. O LF MAINF ST m y� West Oaks LAKE Mall BENNET50 W COL NIAL DR J LAKE W Health LOTTA alMart r Central n Hospital p O40 T EX LAKE — - LILL G ��— LD WINTE GARDEN D 26 I / m m Legend 2 Lanes 4 Lanes — 6 Lanes Joint Planning Area Outside of JPA Unincorporated Orange County D Lake / Pond . . West Orange Trail Rail Line CD State Road Q County Road * Proposed to be included in JPA Rd KA1V is Wekiva Py 3 c 5 6 W Kelly Park Rd Ponkan Rd o Y IES lam H 7 9 o N x N n a � E P\ant St z 3 O 0. 1 Dr �o Groves G c tEorsion f 411111 1111111115 W, Q New Independence Pyr �~ �a e ' v Baa '. Horizon By 4� ��/ APF Road C Schield Rd o S Park elake m i k By m A ¢ a Rea �s Fa Rd � .am Seidel Rd o yw COWN-M-0-iTy GOVERNMENT F L O R I D A 0 1.5 3 1 Inch = 3 Miles - gJ Myrt\cod��yy Kennedy "`- By Rd ORANGE COUNTY, FLORIDA COMPREHENSIVE PLAN TRANSPORTATION ELEMENT MAP 1 ORANGE COUNTY 2030 LONG RANGE TRANSPORTATION PLAN Jurisdictions St raga a � T. �agJ�xt SunRail Phase 1 (Completed) ■��� County Partnership Urban Service Area Hartzog Rd� a, ( a Programmed County Roadways j� 11. � as Lake Bryan 7 By Transit Multi -Use Corridor Hartzog RdBeach a � W / SR 411 OSS Intermodal Centers ca State Roadway Project m `• � 7d 1111''11�� IJ I'eudueed Ry Ore ee Couniy Commrnity. Cm imnmanial and Daclopm niSmiac.,DTar mane Tcan.podation Planning Division COWN-M-0-iTy GOVERNMENT F L O R I D A 0 1.5 3 1 Inch = 3 Miles - gJ Myrt\cod��yy Kennedy "`- By Rd ORANGE COUNTY, FLORIDA COMPREHENSIVE PLAN TRANSPORTATION ELEMENT MAP 1 ORANGE COUNTY 2030 LONG RANGE TRANSPORTATION PLAN Jurisdictions Alternative Mobility Area = SunRail Phase 1 (Completed) ■��� County Partnership Urban Service Area SunRail Phase 2 Programmed County Roadways Alternative Analysis Corridor Transit Multi -Use Corridor Planned County Roadways Intermodal Centers OIA Connector Phase 1 State Roadway Project 0 Proposed Rail Stations OIA Connector Phase 2 Study Area (FY 2018117 to FY 2020/21) (General Alignment May Include Mag Lev) ■--- Limited Access Collocated Toll Facility Innovation Way MMTN ca Disc inner: Datais provided "as is"without any warranty or any representation of accuracy, timeliness, or completeness. The burden ofdetenaming accuracy, completeness, timeliness, merchantability and fitness for or the appropriateness for use rests solely on the requester. The County makes no warranties, express or implied, as to the use of the Data. There are no implied warranties of merchantability or fitness for a particular purpose. The requestor acknowledges and accepts the limits of the Data, including the fact that the Data is dynamic and is in a constant state of maintenance, con-ectioq and update. Vatmership madways are depicted on the map conceptually and do not represent actual alignments. Crotty Py Not to be resold -- Data, maps, or digital files may not be resold without prior consent of the Orange County Board of County Commissioners 9y p Ra 41 Bo99Y SR creek Rd ra Oa x ��a y V4•,JL to u m o RANGE 30 EAST McCulloch Rd N,p m 4y Richard New East Crotty Py West Rd 'iLake Pickett Rd Richard Crotty Py a / Colonial Dr o� a U, SR 50 SR 50 Vaencia, college Ln � ? IF o SR aoB c Lake Lake a "5u § Undet0l' U 1 1 Underhill Rd 1-3 o Y o W � 0 m l!! �F SR 15 S RAS P it Beachline Ex SR528 Dowden Road Starwood -4Z A* %P Pa n �oc I- to i 2 44 o o 9y p Ra 41 Bo99Y SR creek Rd ra Oa x ��a y V4•,JL to u m o RANGE 30 EAST Appendix C Trip Generation Information Sheets Single -Family Detached Housing (210) Vehicle Trip Ends vs: Dwelling Units On a: Weekday Setting/Location: Number of Studies: Avg. Num. of Dwelling Units: Directional Distribution: General Urban/Suburban 159 264 50% entering, 50% exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates 9.44 4.81-19.39 Data • and Equation Standard Deviation 2.10 Single -Family Detached Housing (210) Vehicle Trip Ends vs Ona: SettingfLocation: Ntxnber of Studies: Avg. Num. of Dwelling Units: Directional Distribution: Dwelling Units Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. General Urban/Suburban 190 242 63% entering, 37% exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.99 0.44-2.98 0.31 Data Plot and Equation x 2,500 - x' 2,000 - r` , M x ' C ` W i= 1,500 r -' u - H X X ` X ' r 1,000 ,' X'- X X -- 500 x X X 00 500 1,000 1,500 2,000 2,500 3,000 X= Number of Dwelling Units X Study ske Rtted Curve - - - - Average Rate Bitted Curve Equation: Ln(7) a 0.96 Ln(X) + 0.20 R'm 0.92 Appendix D OUATS Model 0 O CD N O O o X17 12 0 0 N O N o O I) 2 2 20 0 2 2 2 2 0 f Z 2 2 0 00~ 0 2 0 2 2 2 O M 0 0 N wo 1 0 ~ 0 0 0 M ro 0 0 0 0 23 23 74 0 5 6 6 26 0 V O � ry O p 0 0 1 0 ~ o N ti $ 17 16 Na 2 17 17 16 �' 2 ti� 15 I3 11 3 ti �j 3 s O L o 1 U1 3 N Ln 0 M O N ) O O 0 n � N Legend: 13 Ln 1 lane per direction 2 lanes per direction Ln 3 lanes per direction s N 1 4 lanes per direction 5 lanes per direction L - 6+ lanes per direction o Centroid connector Vir, I M \ I I N CLRM Property (P18094 CF 2025 TAZ =236) Project Distribution C:\FSUTMS\D5\OUATS.2040\Base\CF2025\P18094\Output\HRLDXY_C25.NET Wed 05 Sep 2018 HIED (Licensed to Traffic & Mobility Consultants, LLC) Appendix E Historical Growth Trends TRAFFIC TRENDS Apopka Vineland Rd -- AD Mims to Clarcona-Ocoee Rd County: ORANGE Station #: 76 Highway: Apopka Vineland Rd 30000 spbserved Count .+Fitted Curve 25000 a 0 N u 20000 L d 15000 F tu a 10000 d Q 5000 0 2013 2018 2023 2028 2033 Year ** Annual Trend Increase: 670 Trend R -squared: 64.7% Trend Annual Historic Growth Rate: 5.00% Trend Growth Rate (2017 to Design Year): 4.32% Printed: 4 -Sep -18 GrowthStraight Line Option 13600 *Axle -Adjusted Traffic (ADT/AADT) Year Count* Trend** 2013 12100 13000 2014 14300 13600 2015 14700 14300 2016 15600 15000 2017 14800 15600 1 1 i• • - r 2020 N/A 17700 2030 N/A 24400 2040 NIA 31100 *Axle -Adjusted TRAFFIC TRENDS Apopka Vineland Rd -- Gilham Rd to Clarcona-Ocoee Rd County: ORANGE Station M 7004 Highway: I Apopka Vineland Rd ** Annual Trend Increase: 830 Trend R -squared: 96.6% Trend Annual Historic Growth Rate: 6.82% Trend Growth Rate (2017 to Design Year): 5.39% Printed: 4 -Sep -18 OptionStraight Line Growth *Axle -Adjusted Traffic (ADT/AADT) Year Count* Trend** 2013 12100 12100 2014 13200 12900 2015 13400 13800 2016 14500 14600 2017 15600 15400 2020 N/A 17900 t 2030 NIA 26200 2040 N/A 34500 *Axle -Adjusted TRAFFIC TRENDS Apopka Vineland Rd -- Keene Rd to Gilliam Rd County: ORANGE Station #: 32 Highway: Apopka Vineland Rd 35000 S06served Count 30000 �.�Fitted Curve R a 25000 s >_ 20000 u m F= 15000 Z. m d � 10000 m Q' 5000 i i 0 2013 2018 2023 2028 2033 Year *' Annual Trend Increase: 870 Trend R -squared: 96.7% Trend Annual Historic Growth Rate: 7.42% Trend Growth Rate (2017 to Design Year): 5.68% Printed: 4 -Sep -18 Straight Line Growth Option *Axle -Adjusted Traffic (ADTIAADT) Count* Trend** Year 2013 11800 11800 2014 12900 12700 2015 13200 13500 2016 14200 14400 2017 15500 15300 1 1 • . 2020 NIA 17900 2030 NIA 26600 2040 N/A 35300 *Axle -Adjusted TRAFFIC TRENDS Clarcona Ocoee Rd -- SR 429 to N Lakewood Ave County: ORANGE Station #: 454.9 Highway: Clarcona Ocoee Rd 60000 a�Observed Count —Fitted Curve 50000 Q `w 40000 u jE 30000 m F iv a 20000 d m Q 10000 0 2013 2018 2023 2028 2033 Year ** Annual Trend Increase: 2,220 Trend R -squared: 86.8% Trend Annual Historic Growth Rate: 30.90% Trend Growth Rate (2017 to Design Year): 13.80% Printed: 4 -Sep -18 OptionStraight Line Growth *Axle -Adjusted Traffic (ADT/AADT) Count* Trend** Year 2013 8100 7200 2014 9200 9400 2015 11200 11700 2016 12000 13900 2017 17800 16100 1 1 •• - 2020 NIA 22800 2030 N/A 45000 2040 NIA 67200 *Axle -Adjusted TRAFFIC TRENDS Clarcona Ocoee Rd -- Fullers Cross Rd to Clarke Rd County: ORANGE Station M 70 Highway; Clarcona Ocoee Rd 50000 �O6served 7Count45000 —Obsd Cu � 40000 at d R 35000 m 30000 U iE 25000 t— 20000 m n 15000 m G 10000 5000 0 2013 2018 2023 2028 2033 Year ** Annual Trend Increase: 1,850 Trend R -squared: 87.1% Trend Annual Historic Growth Rate: 26.43% Trend Growth Rate (2017 to Design Year): 12.86% Printed: 4 -Sep -18 Straight Line Growth Option *Axle -Adjusted Traffic (ADT/AADT) Count* Trend - Year 2013 7100 7000 2014 7600 8900 2015 12300 10700 2016 13100 12600 2017 13600 14400 2020 N/A 20000 1 Imp 2030 N/A 38500 2040 N/A 57000 *Axle -Adjusted TRAFFIC TRENDS Clarcona Ocoee Rd -- 0.2 MI W of Clark Rd County: ORANGE Station M 757002 Highway: Clarcona Ocoee Rd 30000 �Observed Count �. Fitted Curve 25000 R a w 20000 r cs 15000 t— .rd a 10000 4) 41R Q 5000 0 2013 2018 2023 2028 2033 Year *` Annual Trend Increase: 850 Trend R -squared: 81.8% Trend Annual Historic Growth Rate: 11.81% Trend Growth Rate (2017 to Design Year): 8.04% Printed: 4 -Sep -18 Straight Line Growth Option 'Axle -Adjusted Traffic (ADT/AADT) Year Count* Trend** 2013 7300 7200 2014 7300 8100 2015 9800 8900 2016 10000 9800 2017 10200 10600 1 •a s - - - 2020 N/A 13200 - 2030 N/A 21700 2040 N/A 30200 'Axle -Adjusted TRAFFIC TRENDS Clarcona Ocoee Rd -- 0.53 Ml W of Apopka Vineland Rd County: ORANGE Station M 69 Highway: Ciarcona Ocoee Rd 50000 —Observed Count 45000 Fitted Curve 5, 40000 O m 35000 U d 30000 25000 t– �+ 20000 m O 15000 i 10000 Q 5000 0 2013 2018 2023 2028 2033 Year i ** Annual Trend Increase: 1,710 Trend R -squared: 66.9% Trend Annual Historic Growth Rate: 16.50% Trend Growth Rate (2017 to Design Year): 10.02% Printed: 4 -Sep -18 OptionStraight Line Growth *Axle -Adjusted Traffic (ADTIAADT) Count* Trend** Year 2013 11100 10300 2014 12400 12000 2015 12900 13700 2016 12700 15400 2017 19500 17100 2020 NIA 22300 1 / 2030 NIA 39400 2040 NIA 56500 *Axle -Adjusted TRAFFIC TRENDS Clarke Rd -- 0.43 Mt N of AD Mims Rd County: ORANGE Station #: 7141 Highway Clarke Rd *` Annual Trend Increase: 1,200 Trend R -squared: 85.6% Trend Annual Historic Growth Rate: 11.54% Trend Growth Rate (2017 to Design Year): 7.89% Printed: 4 -Sep -18 Straight Line Growth Option 11600 'Axle -Adjusted Traffic (ADT/AADT) Count* Trend** Year 2013 11400 10400 2014 10700 11600 2015 12300 12800 2016 13900 14000 2017 15800 15200 2020 N/A 188p0 2030 NIA 30800 2040 N/A 42800 'Axle -Adjusted TRAFFIC TRENDS McCormick -- 0.2 W of Damon Rd Cnty; ORANGE Staoution #: 8075 Hi hwa McCormick 4500 Observed Caunt 4000 —Fitted Curve -51 3500 Caw 3000 Z 2500 as 2000 Z m 0 1500 0 at m 1000 4 500 0 2013 2018 2023 2028 2033 Year ** Annual Trend Increase: 0 Trend R -squared: 0.0% Trend Annual Historic Growth Rate: 0.00% Trend Growth Rate (2017 to Design Year): 0.00% Printed: 4 -Sep -18 OptionStraight Line Growth *Axle -Adjusted - Traffic (ADT/AADT) Count* Trend** Year 2013 4000 4000 2014 4000 4000 2015 4000 4000 2016 3800 4000 2017 4100 4000 2020 NIA 4000 2030 N/A 4000 � � s 2040 NIA 4000 *Axle -Adjusted TRAFFIC TRENDS McCormick -- E of Ocoee Apopka Rd County: ORANGE Station #: 758193 Highway: McCormick ** Annual Trend Increase: 20 Trend R•squared: 12.5% Trend Annual Historic Growth Rate: 0.69% Trend Growth Rate (2017 to Design Year): 0.59% Printed: 4 -Sep -18 Straight Line Growth Option 3600 *Axle•Adjusted Traffic (ADTIAADT) Count* Trend** Year 2013 3600 3600 2014 3600 3600 2015 3700 3700 2016 3800 3700 2017 3600 3700 2020 N/A 3800 2030 NIA 4000 2040 NIA 4200 *Axle•Adjusted TRAFFIC TRENDS Ocoee Apopka Rd -- Binion Rd to West Rd County: ORANGE Station #: 71 Highway: Ocoee Apopka Rd ** Annual Trend Increase: 450 Trend R -squared: 98.7% Trend Annual Historic Growth Rate: 4.25% Trend Growth Rate (2017 to Design Year): 3.65% Printed: 4 -Sep -18 Straight Line Growth Option *Axle -Adjusted Trac (ADT/AADT) Count* Trend - Year 2013 10700 10600 2014 11000 11100 2015 11500 11500 2016 12100 12000 2017 12400 12400 is 2020 NIA 13800 2030 NIA 18300 i•t i - - 2040 N/A 22800 *Axle -Adjusted TRAFFIC TRENDS West Rd -- Ocoee Apopka Rd to Clarcona Ocoee Rd County: ORANGE Station #: 2024 Hi h)" : West Rd 25000 Observed Count ��Fitted Curve � 20000 D a 2 m 15000 U_ t�4 F 10000 0 5000 a 0 2013 2018 2023 2028 2033 Year ** Annual Trend Increase: 660 Trend R•squared: 90.2% Trend Annual Historic Growth Rate: 9.42% Trend Growth Rate (2017 to Design Year): 6.96% Printed: 4 -Sep -18 OptionStraight Line Growth *Axle -Adjusted Traffic (ADT/AAD7) Count* Trend** Year 2013 6800 6900 2014 7300 7600 2015 8700 8200 2016 9100 8900 2017 9200 9500 1 1 •.-IIIINII 2020 N/A 11500 2030 NIA 18100 2040 NIA 24700 *Axle -Adjusted Orange County Public Schools 6501 Magic Way - Building 200. Orlando, Florida 32809, (407) 317-3700 - www.ocps.net SCHOOL CAPACITY DETERMINATION CAPACITY ENHANCEMENT DENIAL LETTER March 8, 2019 VIA E-MAIL: JJAMES(cD-SHUTTS.COM Jul! James Shutts & Bowen LLP 300 S. Orange Avenue Suite 1600 Orlando, FL 32801 ACTION: RECOMMENDATION FOR DENIAL for Application OCE -19-401 This letter serves as the official determination by Orange County Public Schools that school capacity for the following development is not available: Type of Development Application Local Government Application #: Project Name: OCPS Completed Application Date: Parcel #(s): Requested New Units (#): Vested Unit(s): Total Project Units: School Board District: Detailed Capacity Analysis: Attachment A S FLUM Rezoning ❑ Amendment or Extension CPA -2018-008 CLRM/D.R. Horton March 5, 2019 33-21-28-0000-00-007; -020; 34-21-28-0000-00-022 SF: 379 MF: 0 THIO SF: 2 MF: 0 TH: 0 381 #7 Upon review of the above-named application for School Capacity Determination, the Department of Facilities Planning of Orange County Public Schools finds the application is denied based on insufficient school capacity at Prairie Lake Elementary School and Ocoee Middle School to support the development of 379 new single-family residential units. A Capacity Enhancement Agreement (CEA) will be required. To determine if this project can be approved through mitigation, the Applicant must contact the Department of Facilities Planning within fourteen (14) days of this letter. The fee to process a CEA for 379 New Units is $4,000.00, and the process takes approximately sixty (60) days from the date OCPS deems the application sufficient. Please refer to Attachment B for additional instructions on how to proceed with entering into a CEA. If you intend to mitigate, the next step in the application process will be a review by the School Development Review Committee (SDRC). "The Orange County School Board is an equal opportunity agency." Page 2of4 DCE-19-001Capacity Enhancement Denial Letter This determination expires on September 3. 2019. |nthe event this project does not possess ofuUy executed CEA by the expiration dote but still intends to move forward in the development pruoaaa, the applicant must resubmit the application and application fee to be reevaluated by OCPS. |naddition, should the scope ofthe project change (e.g., modification of unit count and/or unit type), a new determination will be required. OCPS is not required to extend the expiration date of this determination letter. If this project obtains e CEA, the project will sd|| be required to submit for concurrency review and, if necessary, enter into mConcurrency Mitigation Agreement. This determination is governed by the Amended Interlocal Agreement for Public School Facility Planning and Implementation ofConcurrency, the provisions ofthe municipality's adopted Comprehensive Plan, and the Orange County Charter. Please contact maat(4O7)317'37U8ext. 2O223S1ore-mail meat with any questions. Sincerely, JmmieBoerger, AICP.LEEOAP Administrator Facilities Planning Department Orange County Public Schools ME Attacmants—Attuchmont A: Detailed Capacity Analysis Attachment 13: CEA Submittal Requirements and Information CC: Michael Rumer,City o e-mail) Thomas Moore, OCPS (via e-mail) Project File ^TheOrange County School Board isaoequal opportunity agency." Facilities Planning Orange County Public Schools School Capacity Determination User lD#: 109591 March 7,2019 15:54:05 Project ID: CEA—OCE-19 —401 Valid Until: September3,2019 Project Name. CLRMID.R. HORTON Single Family Units: 379 Single Family Units: 2 Unvested Units Mufti Family Units: o Vested Units Multi Family Units: 0 Town Homes Units: 0 Town Homes Units: 0 PRAIRIE LAKE ES OCOEE MS WEKIVA HS SchoolLevelElementary Middle High CSA: cc School: PRAIRIE LAKE ES OCOEE MS WEKIVA HS Analysis of Existing conditions School Capacity (2018-2019) 885 1,424 2,797 W Enrollment (2018-2019) 877 1,356 2,162 E Utilization (2018-2019) 99.0% 95.0% 77.0% LOS Standard 110.0% 100.0% 100.0% cu Available Seats 97 68 635 Analysis of Reserved Capacity W SchoolLevelElementary Middle Encumbered Capacity ill 43 287 'E5 Reserved Capacity 0 0 42 cu rL Adjusted Utilization 111.6% 98.2% 89.1% CU L) Adjusted Available Seats 0 25 306 Analysis of Proposed Development Students Generated 72.389 36.005 49.649 Adjusted Utilization PASS/FAIL Number of Seats to Mitigate 1 119.8% FAIL 72.389 100.8% FAIL 11.005 90.8% PASS 0.000 PRAIRIE LAKE ES OCOEE MS WEKIVA HS [� Facilities Planning ©' Orange County Public Schools Capital Contribution Calculation March 7, 2019 15:54:43 Impact Fee Calculator E c — Townhomes Total �, E c - — ami =_ 0 —>_ E c — a $ 5,919 $ 6,930 CEPrOCE-19-001 LL c EO c o0 0 U_O c �O E c o0 F0 �O c MO E c °O �o CLRM/D.R. HORTON a c °' c o �m �m 0 °a) a, U -m W �m 3 °a� w W -a) 2a) °m to I— U)> > u)c �> w in> > We �> � u)> U) > �> _ C LU w� c w� c W� �� c �� c _� C: c _� Status FAIL FAIL PASS Generation Rate 0.191 0.149 0.162 0.095 0.063 0.076 0.131 0.070 0.092 Housing Units Proposed (Non -Exempt) 379 0 0 379 379 0 0 379 379 0 0 379 0 Net Development Impact 72.389 11.005 0 0 Total Cost per Student Station for Failing Schools $ 27,053 $ 27,053 $ 27,053 Net Impact Cost per Student for Passing Schools $ 21,065 $ 21,065 $ 21,065 Capital Contribution per Student $ 5,988 $ 5,988 $ 5,988 Capital Contribution Due $ 433,465 $ 65,898 $ 0 $ 499,363 Impact Fee Calculator Single Family Multi Family Townhomes Total Housing Units Proposed 379 0 0 Impact Fee Rate $ 8,784 $ 5,919 $ 6,930 Total Estimated Impact Fee $ 3,329,136 $ 0 $ 0 $ 3,329,136 Total Fiscal Impact $ 3,828,499 Page 4pf4 OCE -1 9-001 Capacity Enhancement Denial Letter Attachment B CAPACITY ENHANCEMENT AGREEMENT (CEA) SUBMITTAL REQUIREMENTS AND INFORMATION Toproceed with entering into aCEA with OCP6 please provide the Department ofFacilities Planning with the following, and initial each item to acknowledge: __1. Written confirmation that Applicant would like to proceed with the CEA. Written confirmation can be provided via U.S. Mail or via E -Mail. . Check made out to Oranize County Public Schools for mitigation agreement fee: CEA Miti-gation Agreement Fee 1to5Ounits: $1,500l0 S1to2DDunits: $2/080.00 2O1toSOOunits: $4,000.00 5O1to1OOOunits: SG,OOD.00 1001+ units: $7,000.00 Additional Fee for DRI Review: $3,000.00 CEA Extension/Amendment Fee 1toGDunits: $1/00000 S1to2OOunits: $1,500l0 2Olto5OOunits: S3,OOO.OD 5Olto1DDOunits: $4,000.00 1DO1+units: $S,000.OU Additional Fee for DRI Review: $2,000.00 3. If the Property is under contract, please provide the name and address of the contract purchaser. __4. Facilities Planning will provide Applicant with a draft mitigation agreement following the School Development Review Committee's (SDRC) recommended approval ofthe draft agreement terms. Please review and provide comments within of receipt of the draft mitigation agreement from Facilities Planning. �5. After reviewing the draft, Applicant will return to Facilities Planning at least two weeks prior to the School Board hearing date. _6. Acheck, made out 1othe Orange County Comptroller tocover the recording ofthe Agreement in the Public Records, must be provided to Facilities Planning prior to the School Board hearing date. $10.00 for the first page and $8.50 for each additional page. indexing - first four (4)names free and acharge of $1.00per additional name. 7. CEAs are required to appear on one (1) of the School Board meeting agenda. Staff is required tosubmit materials, including asigned agreement, at least two (2) weeks prior to the meeting date. The 2U19School Board meeting schedule isosfollows: December 11.2O1D April S.201g *July B.2O1g October 0.2O1g January O.2O19 April 23.2O18 ~^Ju|y3U.2O19 October 22.2U18 January 22.2019 May 14.2O19 August O.2O18 November 12.2O11 February 12.2O19 May 28.2O19 August 2U.281Q (Reorganization) February 2O.201g June 11.2O19 'September 1O.2O18 March 12.2O19 June 25.2U18 September 24.2019 *Tentative/Optional school board if needed ITEM NUMBER IV. C. PUBLIC HEARING PHASE 1 LOT 8 FOUNTAINS WEST PUD "SUMMIT SELF STORAGE" 1 . LARGE SCALE PRELIMINARY/FINAL SITE PLAN fi 9 Mayor Commissioners Rusty Johnson40-.4r Larry Brinson, Sr., District 1 Rosemary Wilsen, District 2 City Manager Richard Firstner, District 3 Robert Frank ')(`O George Oliver III, District 4 Florida STAFF REPORT TO: The Planning and Zoning Commission FROM: Michael Rumer, City Planner DATE: April 9, 2019 SUBJECT: LOT 8 FOUNTAINS WEST PUD (SUMMIT SELF STORAGE) LARGE SCALE PRELIMINARY/FINAL SITE PLAN Project No: LS-2018-005 ISSUE: Should the Planning & Zoning Commission (P&Z) recommend approval of the Large-Scale Preliminary/Final Site Plan for Summit Self Storage? BACKGROUND: Fountains West PUD property is located on the northeast corner of the intersection of West Road and Ocoee-Apopka Road. The property encompasses approximately 43.03 acres of land of which approximately 4.73 acres was designated as wetland/conservation and was dedicated to the City. Additionally, as part of the onsite wetland mitigation, 1.1 acres were dedicated to the City as a Public Trail (Tract G). The approved PUD created eight (8) commercial lots of which one (1) lot is designated as a shopping center (Lot 6-Publix) and another as a large church facility (Lot 8-Living Waters Church). The permitted uses are indicated on a development matrix chart on sheet C-10 with revised uses on LUP-2 of the Land Use Plan. On June 18, 2018, the PUD Land Use plan received approval for a Substantial Amendment to the PUD. The approval changed the permitted uses of Lot 8, from a Church use to include Commercial, Self-storage, and daycare uses. The revision to the PUD also included phasing the project in two separate phases. Phase 1 will include a 102,600 square foot three-story indoor self-storage facility and possible 18,000 square feet of retail space or Day Care. The self-storage is proposed to be accessed via internally drive aisle within the building. The applicant is working on providing a future location for the Ocoee Fire Department in phase 2. The proposed Preliminary/Final Site plan is for a 3-Story indoor self-storage facility on 11.73 acres. Additional improvements include an access drive aisle and master stormwater retention/detention for all phases of the development. The Planning and Zoning Commission Meeting Date April 9,2019 Page 2 of 3 The table below references the future land uses, jurisdiction, zoning classifications, and existing land uses of the surrounding parcels: Direction Future Land Use Zoning Classification Existing Land Use North Conservation PUD Fountains West PUD Wetland Area East Light Industrial _ PUD Apartments South Commercial PUD Fast Food Restaurants West Commercial PUD Fountains West PUD Publix Center DISCUSSION: The proposed Summit Self Storage Large Scale Preliminary/Final Site Plan consists of a 102,600 sq. ft. indoor storage facility. Each story contains 34,200 sq. ft. of space. Additionally, there is an access drive, drive aisle, and a master stormwater pond. Access to the storage units is made internally, so there are 19 exterior parking spaces provided. The project will be accessed from Fountains West Blvd which intersects with West Road. The property will be serviced by Orange County Water and Sewer. A dry retention pond located on the northwest side will be constructed to handle an overall maximum impervious of 70% for all buildable parcels. The setbacks for the building will be a front building setback of 94 feet and a rear setback of 70 feet. The east (side setback is 27.5, and 32.5 feet and the west setback is 15 feet. The maximum building height is 45 feet. The future development of the additional land area/parcels is not under review at this time. If a use other than day care, commercial retail/restaurant and Fire Station is not proposed, the PUD Land Use plan will have to be revised through the public hearing process. The original PUD approved a maximum trip count for Lot 8 of 519 Daily Trips and 38 PM Peak Hour Trips. A Trip Generation Impact analysis of the existing use and proposed uses was required by staff to understand the difference in traffic generations based on the new uses. The trip analysis assumed a 102,600 square foot Self-Storage facility in Phase 1 and 20,000 square feet of Day Care and 10,000 square feet of Fire Station. As shown in the attached analysis, the Daily and PM Peak Hour Trips anticipated from the proposed land uses will increase to 1,155 Daily Trips (> 519 Daily Trips Allowed) and 244 PM Peak Hour Trips (> 38 PM Peak Hour Trips allowed). The phase 1 (Self-Storage) only generates 155 Daily Trips with 17 in the Peak Hour. To mitigate the increase in traffic generations and increases in the PM Peak Hour Trips, a proportionate share mitigation payment for a traffic signal at the intersection of Fountains West Blvd and West Road will be made. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on March 4, 2019, and reviewed the Large- Scale Preliminary/Final site plan. The applicant provided a revision answering all outstanding comments. The DRC voted unanimously to recommend approval of the Large-Scale Preliminary/Final Site Plan for Summit Self Storage. • The Planning and Zoning Commission Meeting Date April 9,2019 Page 3 of 3 STAFF RECOMMENDATION: Staff recommends that the Planning and Zoning Commission recommend Approval of the Large-Scale Preliminary/Final Site Plan for Summit Self Storage. Attachments: Location Map Zoning Map Aerial 11x17 Large Scale Preliminary/Final Site plan(May 4,2019) Trip Generation Impact for Lot 8 x 1 inch = 476.266878 feet 16080 0 160 320 480 Feet Printed: May 2018 QSubject Property Unincorporated Territory 0 and Other Municipalties Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R -1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT -1) =Professional Offices & Services (P -S) =Neighborhood Shopping (C-1) M Community Commercial (C-2) mW General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) General Industrial (1-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) { High Density (PUD) Public Use (PUD) %// Unclassified Lakes and Water Bodies Lot 8 Fountains West PUD Surrounding Zoning Map �e ' 4 M r i 44 • IT A 40 PropertySubject T, _ - • �.. 4 - - •-�a � r .� � Source: Esri, DigitalGlobe, GeoEye, EarthsUar Geographies, C r--- „� .' '� � ..� , AeroGRID, IGN, and the GIS User Community � �i ]Ago laws • E fffftft ! ■ t.M No-go P,wi 44 �R RECEIVED MAR 0 4 2019 CITY OF OCOEE RECEIVED MAR 0 4 2019 je , PROJECT TEAM DEVELOPER/APPLICANT ENGINEER E 2 LEGAL DESCRIPTION U c LOT 8, FOUNTAINS WEST AS RECORDED IN PLAT Io BOOK 72, PAGES 111 TO 116, PUBLIC RECORDS OF 8 ORANGE COUNTY, FLORIDA m ` PHONE: (407) 898.1511 EMAIL: scottmingonet@kimley-hom.com m b ALL BEARINGS SHOWN HEREON ARE BASED ON THE m E S0UTH LINE OF THE NORTHEAST 1140F SECTION c k 06-22-28 AS BEARING S86°38'31 W AS PER PLAT BOOK a o 72, PAGE 111, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA PROJECT TEAM DEVELOPER/APPLICANT ENGINEER E 2 KIMLEY-HORN AND ASSOCIATES, INC. SUMMIT CONSTRUCTION GROUP KIMLEY-HORN AND ASSOCIATES, INC. " E ORLANDO, FL 32801 421 SOUTH SUMMERLINAVE. 189 S. ORANGE AVE., SUITE 1000 c PHONE: (407) 898.1511 EMAIL: scottmingonet@kimley-hom.com ORLANDO, FL 32801 ORLANDO, FL 32801 rnCONTACT: o' TODD A. LUCAS CONTACT: JAY R. JACKSON, P.E o Fo[TlaheC#i`- PHONE: (267) 331-4882 PHONE (407) 898-1511 N z C6.1 -C6.2 EMAIL: Iodd.lums@SummIICMGmup.com EMAIL jay.jackson@kimley-hommm SURVEYOR LANDSCAPE ARCHITECT ELLIS SURVEYS LLC KIMLEY-HORN AND ASSOCIATES, INC. P.O. BOX 160952 189 S. ORANGE AVE., SUITE 1000 ALTAMONTE SPRINGS, FL 32716 ORLANDO, FL 32801 CONTACT: ROBERT ELLIS, PSM CONTACT: SCOTT MINGONET, PLA, AICA PHONE: (407) 8341003 PHONE: (407) 898.1511 EMAIL: scottmingonet@kimley-hom.com FAX: (407) 869-5454 PRELIMINARY/FINAL SITE PLAN FOR PHASE I OCOEE SELF STORAGE—COMMERCIAL PROJECT LOCATION CITY OF OCOEE, FLORIDA JANUARY 16, 2019 � Boy BoulEvacd a " e COVER SHEET C0.1 AERIAL AND SOILS MAP C1.0 -C1.1 tr i 3 t PalioC� :-Path. g. _ C2.0 .em`et EROSION CONTROL DETAILS o' EXISTING CONDITIONS - DEMOLITION PLAN C4.0 OVERALL SITE PLAN Fo[TlaheC#i`- Oco,`. C5.1 -05.2 PAVING, GRADING AND DRAINAGE PLAN C6.1 -C6.2 O ,C de NE�m D s 3 04- a GENERAL CONSTRUCTION DETAILS C7.1 dN C8.0 -C8.2 ORANGE COUNTY UTILITIES STANDARD DETAILS �tirrY�°` CITY OF OCOEE STANDARD DETAILS apo oc,,, L1.50 LANDSCAPE DETAILS 0 `OcoeeH.s. L2.O0 m ,- o d` ... 2ndA4tn0 IRRIGATION SPECIFICATIONS L-1 PHOTOMETRIC SITE PLAN L-2 F, Hers lv. .. 3 --.Raid=-- SECTION 06, TOWNSHIP 22S, RANGE 28E LOCATION MAP N.T.S. UTILITY PROVIDERS WATER AND SANITARY RECLAIMED WATER TELEPHONE: ORANGE COUNTY UTILITIES CITYOF OCOEE CENTURYLINK 201 S ROSALIND AVE 1800 A.D. MIMS ROAD 33 N. MAIN ST. ROOM 114 ORLANDO, FL 32801 OCOEE, FL 34761 WINTER GARDEN, FL 34787 CONTACT: DAVID SHORETTE CONTACT: UTILITIES DEPARTMENT CONTACT: LESLIE TY PHONE: (407) 254-9764 PHONE: (407) 9053159 PHONE: (407) 814.5293 CABLE/TELEPHONE: POWER: GAS BRIGHT HOUSE NETWORKS, LLC DUKE ENERGY LAKE APOPKA NATURAL GAS DISTRICT 3767 ALL AMERICAN BLVD. 452 E CROWN POINTE ROAD 1320 WINTER GARDEN-VINELAND RD ORLANDO,FL 32810 WINTER GARDEN, FL 33787 WINTER GARDEN, FL 34778 CONTACT: MARVIN USRY CONTACT: SHARON DEAR CONTACT: ALEX WOSGIEN PHONE: (407) 532-8509 PHONE: (407) 9053321 PHONE: (407) 656-2734 e# 116 PREPARED BY i m I je,>>>H o r © 2019 KIMLEY–HORN AND ASSOCIATES, INC. 189 S 0—ge Ave Suita 1000 Odando, FL 32801 Phone (407) 896-1511 WWW.KIMLEY–HORN.COM CA OOOODS96 RECEIVED MAR 0 4 2019 SHEETINDEX C0.0 COVER SHEET C0.1 AERIAL AND SOILS MAP C1.0 -C1.1 GENERAL CONSTRUCTION NOTES C1.2 CONDITIONS OF APPROVAL C2.0 STORM WATER POLLUTION PREVENTION PLAN C2.1 -C2.2 EROSION CONTROL DETAILS C3.0 EXISTING CONDITIONS - DEMOLITION PLAN C4.0 OVERALL SITE PLAN C4.1 -C4.2 SITE PLAN C5.1 -05.2 PAVING, GRADING AND DRAINAGE PLAN C6.1 -C6.2 UTILITY PLAN C6.3 UTILITY ASSET TABLE & SECTIONS C7.0 GENERAL CONSTRUCTION DETAILS C7.1 STORM WATER POND DETAILS C8.0 -C8.2 ORANGE COUNTY UTILITIES STANDARD DETAILS C8.3 CITY OF OCOEE STANDARD DETAILS L1.00- L1.03 LANDSCAPE PLAN L1.50 LANDSCAPE DETAILS L1.51 LANDSCAPE SPECIFICATIONS L2.O0 IRRIGATION PLAN L2.50 IRRIGATION DETAILS L2.51 IRRIGATION SPECIFICATIONS L-1 PHOTOMETRIC SITE PLAN L-2 PHOTOMETRIC DETAILS SURVEY it 0 O w 0 O N LU rno N W� rn JAY R. JACKSON, RE FL. P.E. NO. 54247 coW N 0 a E o Y m GENERAL :PAVING, GRADING AND DRAINAGE REUSE WATER SYSTEM 0 7. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ;c ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE EXISTING UnLItt 7. ALL DELETERIOUS SUBSURFACE MATERIAL (I.E. MUCK, PEAT, BURIED DEBRIS. ETC.) IS TO BE EXCAVATED AND REPLACED WITH 7. ALL REUSE WATER MAIN PIPE FITTINGS AND APPURTENANCES SHALL BE INSTALLED TO COMPLY WITH THE qtt OF OCOEE INFORMATION SHOWN IS BASED ON THE TOPOGRAPHIC SURVEY PROVIDED BY EWS SURVEYS LLC. THE CONTRACTOR SHALL SUITABLE/COMPACTED SOILS, AS DIRECTED 8Y THE GEOTECHNICAL ENgNEER OF RECORD OR THE OWNERS ENGINEERS. ENGINEERING STANDARDS MANUAL, LAND DEVELOPMENT CODE, AND CITY DETAILS. L z VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UnLIRES, STRUCTURES AND OTHER FEATURES, AFFECTING THIS AREA PRIOR TO CONSTRUCTION WORK. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER OR OWNER'S ENGINEER. 2. ALL WATER SERVICE ONES, VALVES AND METERS SHALL BE INSTALLED TO COMPLY NTH THE CITY OF OCOEE ENGINEERING E z EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS AND STANDARDS MANUAL, LAND DEVELOPMENT CODE, AND dtt DETAILS. U - 2 PRIOR TO THE INITIATION OF SITE CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ANY f785nNG UlILI11ES INCLUDING GAS, PER THE GEOTECHNICAL REPORT. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR Rf]t10NNG DELETERIOUS MATERIAL FROM THE SITE. WATER, ELECTRIC, CABLE TV, COMMUNICATIONS, SANITARY SEWERS AND STORM DRAINAGE SYSTEMS, ON AND / OR - 3. ALL REUSE WATER SYSTEM CONSTRUCTION, UP TO AND INCLUDING POINT OF METERING AND BACK FLOW PREVENTION (IF o= ADJACENT TO THE SITE REMOVE DR CAP AS NECESSARY. 2 THE CONTRACTOR SHALL 8E RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRAgNG, REQUIRED), SHALL BE BUILT ACCORDING TO THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL. LAND DEVELOPMENT n SHEETING OR SHORING AS NECESSARY. DEWATERING METHODS SHALL BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE CODE, AND CITY DETAILS. z 3. THE CONTRACTOR SHALL EXERCISE CAUTION IN AREAS OF BURIED UTILITIES AND SHALL CALL 'SUNSHINE" AT PIPE AND APPURTENANCES ARE BEING PLACED. o 1-800-432-4770 AT LEAST 48 HOURS PRIOR TO CONSTRUCnON TO ARRANGE FOR FIELD LOCATIONS OF BURIED UTILITIES. 4. ALL REUSE WATER WORK SHALL CONFORM N771i THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL, LANA DEVELOPMENT n 3. ALL NECESSARY FILL AND EMBANKMENT THAT IS PLACED DURING CONSTRUCTION SHALL CONSIST OF MATERIAL SPECIFIED BY CODE. AND qtt DETAILS, w 4. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED, BY THE CONTRACTOR OR SUB-CONTRACTORS, AS CALLED FOR IN THE OWNER'S SOILS TESTING COMPANY OR ENGINEER AND BE PLACED AND COMPACTED ACCORDING TO 'THESE PLANS. , THESE CONTRACT DOCUMENTS. 4. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADES, UNLESS OTHERWISE NOTED. -: REUSE WATER TESTING AND INSPECTION 5. IT IS THE CONTRACTOR'S RESPON5181LItt TO BECOME FAMILIAR PATH THE PERMIT AND INSPECTION REQUIREMENTS 5. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF 'FREES SHOWN TO BE E m �- SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES AND THE ENGINEER. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INS7RUCnON/REQUIREMENTS. SAVED. CONTRACTOR TO COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY ELEVATION CHANGES - i. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FlTRNGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN 3 o 6. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, ON ALL PRECAST AND MANUFACTURED ITEMS, TO THE OWNER'S 8. CONTRACTOR SHALL TRIM, TACK AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. UNCOVERED UNTIL PROPERLY PRESSURE TE57ID AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE VAT}T THE Citt OF OCOEE ENGINEERING STANDARDS MANUAL, LAND DEVELOPMENT CODE, AND CITY DETAILS. p z ENGINEER FOR REVIEW. FAILURETO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT CONTRACTOR TO NOTIFY THE OWNER'S ENGINEER AND APPLICABLE AGENCY INSPECTORS 2 FULL BUSINESS DAYS IN ADVANCE AT THE CONTRACTOR'S DENSE 7. CURBING SHALL BE PLACED AT THE EDGES OF ALL PAVEMENT, UNLESS OTHERWISE NOTED. REFER TO THE 2018/2019 EDITION OF PERFORMING TESTS. 7. ALL UTILITY SERVICE STUB-OUTS (WATER, SANITARY SEWER, etc.) ARE TO BE INSTALLED WITHIN 5' OF THE POINT ON OF F.0.0.T. 'ROADWAY AND TRAFFIC DESIGN STANDARDS" FOR DETAILS AND SPECIFICATIONS OF ALL F.0.0.T. TYPE CURB AND GUTTERS CALLED Epi IN THESE PLANS. 2. ALL REUSE WATER MAINS SHALL BE PRESSURE TESTED IN ACCORDANCE WITH AWWA MANUAL M23, CONCERNING PP c CONNECTION TO THE BUILDING(S), UNLESS OTHERWISE NOTED ON PLANS. HYDROSTATIC TESTING OF PVC PIPING. t� zx 8. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT. THE CONTRACTOR 15 TO SUBMIT A PROPOSED JOINTING PATTERN TO THE o & CONTRACTOR 1D COORDINATE WITH THE APPLICABLE ELECTRIC UnLItt SUPPLIER REGARDING ANY NECESSARY RELOCATION(S) OF UNDERGROUND ANO/OR OVERHEAD ELECTRIC FACTURES, AND FOR THE LOCATION AND INSTALLATION OF TRANSFORMER PAD(S) AND ASSOCIATED ELECTRIC SOILS ENGINEER FOR APPROVAL 9. CONTRACTOR TO PROVIDE A 1/2" TO i" BITUMINOUS EXPANSION JOINT MATERIAL NTH f SANITARY SYSTEM FACILITIES. SEALER AT ABUTMENT OF CONCRETE AND OTHER MATERIALS (STRUCTURES. OTHER POURED) a o 9. SAFETY: a . "6 r A. DURING THE CONSTRUCTION ANO/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED. 70. ALL PAVEMENT MARKINGS SHALL BE MADE IN ACCORDANCE WITH F.D.O.T. STANDARD INDEX (ED. 2078/2019} /17346. 1. ALL PVC PIPE SHALL BE SOLID WALL POLYVINYL CHLORIDE PIPE AND COMPLY 1Nni ASTM D 3034 AND ALL APPLICABLE �v m� THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY � THE TRAVELING ASTM DOCUMENTS AS COVERED IN SECTION NO. 2 OF ASTM D 3034. MAIN LINES SHALL BE A MINIMUM OF 8" DIAMETER, AND ® o PUBLIC AND THE SAFETY OF HIS/HER PERSONNEL 11. THE CONTRACTOR WILL STABILIZE BY SEED AND MULCH, SOD, OR OTHER APPROVED MATERIALS ANY DISTURBED AREAS BE A MINIMUM 6' DIAMETER. LATERALS SHALLTR i B. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA. FOLLOWINGAl AND SCOOROINA7E NAL _ Q r V e C. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF "THE STATE OF FLORIDA, MANUAL p�t TRAFFIC SUCH AREAS UNTIL ACCEPTANCE BY CONTRACT�OWITH OYMER REGARDING TYPE OF MATERIAL, 2 ALL GRAVITY SEWERS MUST 8E STIR 35 PVC, EXCEPT FOR PIPE DEEPER THAN 74 FEET, IN WHICH CASE �R 26 PIPE z S _ " x3x CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UnLItt OPERATIONS" LANDSCAPING AND IRRIGATION REQUIREMENTS. SHALL BE USED. EI.ASTOMERIC GASKET JOINTS SHALL BE UTILIZED FOR PVC PIPE. AND SHALL COMPLY WITH ASTM F477, a ¢ ...o a o SHALL IN APPLICATION, INGOEVICESEANO AND 72 THE CONTRACTOR SHALL RESTORE OFF -SIZE CONSTRUCTION AREAS TO ASTM D3034 &ASTM F679. JOINTS SHALL COMPLY WITH ASTM D3212. w o pEVICES,EWApR BARRIERS TO PROTECT ITHE�PUBUC CONSTRUCTION PERSONNEL FROM EQUAL AND/OR BETTER CONDITION THAN EXISTING PRIOR xw � HAZARDS W1ni1N THE PROJECT LIMITS. D. ALL TRAFFIC TO START OF CONSTRUCTION. 3. ALL SLOPES FOR gtAVltt SEWER MAINS AND SERVICE CONNECTIONS SHALL COMPLY Wins THE FOLLOWING MINIMUM GRADES: �Wa 0 3 V CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. 13. UNLESS OTHERWISE NOTED, GRADE TO MEET EXISTING ELEVATION AT PROPERTY LINES. 4" ®2007.; 6" ®7.00S ; AND 8' ®0.40X 4. ALL SANITARY SEWER WORK SHALL CONFORM N1ni APPLICABLE ORANGE COUNTY UnLInES DEPARTMENT STANDARDS AND m Z o `- E ALL SUBSURFACE CONSTRUCTION SHALL COMPLY WITH THE "TRENCH SAFETY ACT'. THE CONTRACTOR SHALL INSURE 14. SURVEY MONUMENTS OR BENCHMARKS, WHICH HAVE TO BE DISTURBED BY THIS WORK, SHALL BE REPLACED UPON SPECIFICATIONS. o U i 'THAT THE METHOD OF TRENCH PROTECTION AND CONSTRUCTION IS IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND COMPLETION OF WORK BY A REGISTERED LAND SURVEYOR AT CONTRACTORS EXPENSE �® HEALTH ADMINISTRATION (OSHA) REGULATIONS. 'ta 5, PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING PROPOSED FACILITIES TD EXISTING ONES OR APPURTENANCES, E F. IT SHALL BE THE SOLE RESPONSIBIUtt OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY 15. FINAL GRADES SHOWN INCLUDE SOD HEIGHT. ALL AREAS SHALL BE GRADED DRAIN AWAY FROM THE BUILDINGS. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION(S) OF EXISTING CONNECTION POINT(S) AND NOTIFY THE ACCEPTANCE E REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION pi1Y AND DOES NOT IMPLY 16. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL LOCAL, STATE AND JURISDICTIONAL PERMITTING AGENCIES. OWNERS ENgNEER OF ANY CONFLICTS p2 DISCREPANCIES. U 5 THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. 17. CONTRACTOR IS TO ADJUST ANY UTILITY ELEMENT MEANT TO BE FLUSH WITH GRADE (CLEAN-OUTS, MANHOLES, CATCH 6. SANITARY SEVER MAINS SHALL HAVE SUITABLE MAGNETIC LOCATOR TAPE(S) BURIED AT LEAST 18 INCHES ABOVE THE MAIN LINES. o 70. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AN R-O-W UTILIZATION PERMIT IF REQUIRED) FOR ( CONSTRUCTION OF THE PROPOSED UTILITIES. THIS PERMIT MUST BE OBTAINED BY A CLASS A GENERAL CONTRACTOR PRIOR BASINS, INLETS, ETC.) THAT IS AFFECTED BY SITE WORK OR GRADE CHANGES, WHETHER SPECIFICALLY NOTED ON PLANS OR NOT. a o TO THE START OF CONSTRUCTION. THESE PLANS AND ANY SUBSEQUENT REVISIONS TO THESE PLANS, THAT ARE ISSUED BY 7. EXISTING MANHOLES SHALL BE COATED OR LINED AND NEW MANHOLES SHALL BE LINED TO RESIST CORROSION FROM A ' THE ENgNEER, WILL BE SUBJECT TO THE APPROVAL cDNpnoNs of THIS PERMIT. SANITARY SEWER ENVIRONMENT. COATINGS OR LINERS SHALL 8E APPLIED IN STRICT ACCORDANCE Wi1H THE COATING OR LINER MANUFACTURERS RECOMMENDATIONS. 0 PAVING/GRADING TESTING AND INSPECTION X d ii. THE GRAPHIC INFORMATION DEPICTED ON THESE PLANS HAS BETDJ COMPILED TO PROPORTION BY SCALE AS ACCURATELY o AS POSSIBLE. HOWEVER, DUE TO REPRODUCTIVE DISTORnON, REDUCTION, ANO/OR REVISIONS, INFORMATION CONTAINED B a� oa HEREIN IS NOT INTENDED lD BE SCALED FOR CONSTRUCTION PURPOSES. 7. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE � ' REQUIRED PURSUANT WITH THE SOILS REPORT. UPON COMPLEnON OF WORK THE SOILS ENGINEER WILL SUBMIT SANITARY.TESTINGAMD' INSPECTION > S 72. ALL SPECIFICATIONS AND DOCUMENTS REFERENCED HEREIN SHALL BE OF THE LATEST REVISION. CERTIFICATIONS TO THE OWNER AND OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MEF. 1. ALL giANtt SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER AND APPLICABLE 73. ALL UNDERGROUND UTILITIES MUST BE IN-PLACE, TESTED AND INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. 2 A QUALIFIED TESTING LABORATORY SHALL PERFORM ALL TESTING NECESSARY TO ASSURE COMPLIANCE OF THE IN-PLACE WORK PERFORMED UNDER THIS CONTRACT MALL INTERFACE SMOOTHLY WITH ANY OTHER WORK BEING PERFORMED ON MATERIALS AS REWIRED BY THESE PLANS AND GEOTECHNICAL REPORT, THE VARIOUS Aq?T7gE5 AND PERMIT CONDITIONS SHOULD ANY RETESTING BE REWIRED DUE TO THE FAILURE OF ANY TESTS TO MEET THESE REQUIREMENTS, THE CONTRACTOR MUNICIPALITY/AGENCY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION(S)• (S). F w O rn o ' SITE BY OTHER CONTRACTORS/SUBCONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE GENERAL WILL BEAR ALL COSTS OF SAID RETESTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COSTS ASSOCIATED WITH A TELEVISED INSPECnON (TV) OF THE PROPOSED O N m CONTRACTOR TO COORDINATE AND SCHEDULE HIS/HER ACTIVITIES ACCORDINGLY, giAYltt SEWER UNE CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE COPIES OF THE TV INSPECTION TAPE TO THE O ENGINEER. THE OWNER AND ORANGE COUNTY UTILITIES. a� aom ¢ m m POTABLE WATER. SYSTEM 15. ALL DIMENSIONS ARE TO FACE OF CURB. 2. THE CONTRACTOR SHALL PERFORM AN INFlLTRAnON/(D(F7LTRATON TEST ON ALL giAVltt SEWERS IN ACCORDANCE WITH m Y r < - 16. ALL SIGNAGE MUST COMPLY WITH THE Cltt OF OCOEE ENGINEERING STANDARDS MANUAL, LAND DEVELOPMENT CODE AND ORANGE COUNTY UTILITIES DEPARTMENT STANDARDS AND SPECIFICATIONS. SP10 TESTS ARE TO 8E CERTIFIED BY THE O CITY DETAILS. ENGINEER OF RECORD AND SUBMITTED TO THE ORANGE COUNTY UTILITIES DEPARTMENT FOR APPROVAL THE SCHEDULING, 1. ALL DIP PIPE SHALL BE BASS 50 pi HIGHER. REFER TO NOTE �4 BELOW FOR ADDITIONAL DIP SPECIFICATIONS. ADEQUATE E 17. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND MEASURES AGAINST CORROSION SHALL BE UnLI2ID. COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILItt. ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 2 All WATER MAIN PIPE FITTINGS AND APPURTENANCES SHALL BE INSTALLED TO COMPLY Wins ORANGE COUNTY UTILITIES STANDARDS AND SPECIFICATIONS. 3. LEAKAGE TESTS ARE SPECIFIED REQUIRING hlAn A. THE LEAKAGE EXFlLTRAnON OR INFILTRATION GOES NOT EXCEED ZOD GALLONS PER INCH OF PIPE DIAMETER PER NILE PER DAY FOR ANY SECTION OF THE SYSTEM. Z 18. FIRE UNE IS DESIGNED BY OTHERS AND IS SHOWN FOR COORDINATION PURPOSES ONLY. FIRE LINES SHALL 8E INSTALLED BY A CONTRACTOR, DULY LICENSED BY THE STATE OF FLORIDA FIRE MARSHALL'S OFFICE CONTRACTOR TO VERIFY 3. ALL WATER SERVICE LINES, VALVES AND METERS SHALL BE INSTALLED TO COMPLY NTH ORANGE COUNTY UnLInES 'STANDARDS B. EXFlLiF7ADON OR INFlL'TRAnON TESTS BE PERFORMED 'NTH A MINIMUM POSITIVE HEAD OF 2 FEET C. AIR TESTS, AS A MINIMUM, CONFORM TO THE TEST PROCEDURE DESCRIBED IN ASTM C-828 FOR CLAY PIPE, ASTM C O REQUIREMENTS PRIOR TO CONSTRUCTION OF THE FIRE PROTECTION SYSTEM. AND SPECIFICATIONS. 924 FOR CONCRETE PIPE, ASTM F-1477 FOR PLASTIC PIPE, AND FOR OTHER MATERIALS APPROPRIATE TEST PROCEDURES. 79. ALL CONCRETE SIDEWALKS SHALL BE CONSTRUCTED PER FOOT DESIGN INDEX (!D. 2078/2079} {P370. 4. ALL DUCTILE IRON PIPE, 4" TO 24", SHALL BE MANUFACTURED IN ACCORDANCE PATH THE LATEST EDITION OF AWWA C151/A21.51. PIPE SHALL BE FURNISHED IN 18 OR 20 FOOT SECTIONS, PIPE THICKNESS SHALL BE CLASS 50, UNLESS 4. CONTRACTOR TO PERFORM APPROPRIATE DEFLECTION TESTS FOR ALL FLEXIBLE PIPE TESTING IS REQUIRED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 GAYS TD PERMIT STABILIZATION OF THE SOIL-PIPE SYSTEM. TESTING U =Q 20. SI'TEWORK SHALL COMPLY 'NTH 2017 FLORIDA BUILDING OTHERWISE SPECIFIED. REQUIREMENTS SPECIFY: CODE AND FLORIDA ACCESSIBILITY A. NO PIPE SHALL EXCEED A DEFLECTION OF SX r�W 21. ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING 5. ALL WATER SYSTEM CONSTRUCTION, UP TO AND INCLUDING POINT OF METERING AND BACK FLOW PREVENTION (IF REWIRED), SHALL BE BUILT ACCORDING TO ORANGE COUNTY UTILITIES B. USING A RIGID BALL OR MANDREL FOR THE DEFLECTION TEST WITH A DIAMETER NOT LESS THAN 95% OF THE BASE a CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL Ag74gE5. CONTRACTOR SHALL BE RESPONSIBLE FOR STANDARDS AND SPECIFICATIONS. INSIDE DIAMETER OR AVERAGE INSIDE DIAMETER OF THE PIPE, DEPENDING ON WHICH IS SPECIFIED IN THE ASTM z�~o z r OBTAINING ANY Wt71 ABANDONMENT PERMITS REQUIRED. ANY WELT. DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS 8. CONTRACTOR TO INSTALL TEMPORARY BLOWOFFS, AT THE END(S) OF PROPOSED WATER MAWS AND SERVICE LATERALS TO SPEgFlCAnON, INCLUDING THE APPENDIX TO Wtilgi THE PIPE IS MANUFACTURED. C. PERFORMING THE TEST WITHOUT MECHANICAL PUWNG DEVICES. MADE. BUILDINGS), TO ASSURE ADEQUATE FLUSHING AND DISINFECRON/CHLDRINAnON. S. CONTRACTOR TO INSPECT STORM DRAINAGE SYSTEM 7. ALL WATER MAINS SHALL BE STERILIZED IN ACCORDANCE WITH THE APPLICABLE SECTION OF THE LATEST AWWA & TEST MANHOLE FOR WATERTIGHTNESS OR DAMAGE PRIOR TO PLACING INTO SERVICE. AIR TESTING, IF SPECIFIED FOR CONCRETE SEWER MANHOLES, SHALL CONFORM TO THE TEST PROCEDURES DESCRIBED IN ASTM SPECIFICATION C657 AND ORANGE COUNTY UTILITIES DEPARTMENT SPECIFICATIONS. C-1244. V Z a 1. STANDARD INDEXES REFER TO THE 2078/2079 EDITION OF F.D.0.T.'ROADWAY AND TRAFFIC DESIGN STANDARDS" 8. ALL PVD WATER MAIN, 4" TO 8' DIAMETER PIPING, SHALL CONFORM TO ASTM 02241 AND ASTM 7784. PIPE SHALL BE O U° 2 ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) UNLESS OTHERWISE NOTED ON PLANS. AWWA C-900 DR-18. JOINTS SHALL BE RUBBER GASKf"TED PUSH-ON CONFORMING 10 ASTM 01869. U ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS OTHERWISE NOTED ON PLANS. g, POTABLE WATER MAINS WILL BE PVC SDR 21 (200 PSI) FOR PIPES LESS THEN 4". SCHEDULE 40 AND SCHEDULE 80 PIPING MAi1721At. ARE ALSO ACCEPTABLE FOR PIPES SIZES LESS THAN 4'. THE ABOVE TYPE INSTALLATIONS MUST BEAR THE 'MFS' u 3. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO CENTER OF DRAINAGE STRUCTURES, WITH THE EXCEPTION OF MITERED END STAMP FOR COMPATIBILITY WITH POTABLE WATER USE 6 AND FLARED ENO SECTIONS, WHICH ARE NOT INCLUDED IN LENGTHS. E = 70. ALL POLYVINYL CHLORIDE PIPE SHALL BE WD PATH AN INSULATED 12 GAUGE A.W.G. SOLID STRAND COPPER WIRE WOUND E = 4. ALL DRAINAGE STRUCTURE GRATES AND COVERS, EITHER EXISTING OR PROPOSED SHALL 8E TRAFFIC RATED FOR H-20 AROUND 1HEPIPE FORMING ONE COMPLETE SPIRAL PER JOINT OF PIPE nils WIRE IS TO BE CONTINUOUS WITH SPLICES MADE O U c LOADINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY UPGRADES TO EXISTING DRAINAGE STRUCTURES. ONLY BY METHODS APPROVED BY THE ENGINEER. THIS WIRE IS TO BE SECURED 1a ALL VALVES, TEES AND ELBOWS. 1 J O m 11. ALL POTABLE WATER WORK SHALL CONFORM WITH APPLICABLE J 5. CONSTRUCTION OF THE f?TDRE STORMWAI'ER MANAGEMENT SYSTEM SHOWN ON THE PLANS MUST 8E COMPLETE AND ALL DISTURBED AREAS STABILIZED IN ACCORDANCE NTH THE PERMITTED PLANS AND CONDITIONS PRIOR TO ANY OF THE FOLLOWING. ORANGE COUNTY UTILITIES DEPARTMENT STANDARDS AND SPECIFICATIONS. <L ISSUANCE OF THE FIRST CERIIFlCATE � OCCUPANCY FOR ANY LOT; INITIATION OF IN777JDID USE OF THE INFRASTRUCTURE; OR TRANSFER OF RESPONSIBILItt FOR MAINTENANCE OF THE SYSTEM TO TO A LOCAL GOVERNMENT OR OTHER RESPONSIBLE f7intt. POTABLE WATER TESTING AND INSPECTION 6. THE CONTRACTOR LL [1.1 SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER JURISDICTION REGULATIONS (MANUFACTURER'S- RECOMMENDAnONS SHALL BE UnLInZfiD IF MORE STRINGENT). i. ALL COMPONENTS OF THE WA1702 SYSTEM, INCLUDING FlTTiNGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN 0 o W U) m 7. STORM WATER PIPES, STRUCTURES, MINIMUM COVER AND INSTALLATION PROCEDURES TO BE IN ACCORDANCE WITH THE qtt OF UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER PRESSURE TESTS TO BE IN OCOEE ENGINEERING STANDARDS MANUAL, LAND DEVELOPMENT CODE, AND qtt DETAILS. ACCORDANCE Wins ORANGE COUNTY UTILITIES DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NORFY THE OWNER'S ENGINEER c a� 8. ALL DRAINAGE PIPES SHALL BE FILTER FABRIC AND APPLICABLE AGENCY INSPECTORS 2 FULL BUSINESS DAYS M ADVANCE OF PERFORMING TESTS. WRAPPED PER F00T STANDARD DESIGN INDEX (ED. 2078/2019) ¢280. 2 CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING, AND OBTAIN CLEARANCE OF DOMESTIC AND FIRE UNE WATER SYSTEM(S). COPIES OF ALL BACTERIOLOGICAL TEST RESULTS ARE TO BE SUBMITTED THE �or�WTTYY DRAINAGE SYSTEM TESTING AND INSPECTION TO OWNER'S ENGINEER FOR CERRFlCAnON PURPOSES. - V 3. ALL WATER MAINS SHALL BE PRESSURE TESTED IN ACCORDANCE WITH AWWA MANUAI. M23. CONCERNING HYDROSTATC w O W O E� i. THE STORM DRAINAGE PIPING SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO TESTING OF PVC PIPING. OFF-SITE UTILITIES HYDROSTATIC TESTING TD BE WITNESSED BY ORANGE COUNTY UTILITIES O THE PLACEMENT OF BACKFILL CONTRACTOR TO NOTIFY THE ENGINEER 2 FULL BUSINESS DAYS IN ADVANCE TO SCHEDULE INSPECTION. DEPARTMENT INSPECTOR. AM'aYaoe 611two me Eam,ess dan sem,ew„deem O hove umla¢iwnd umroea bolted and madad. i♦♦-^� o 2 THE CONTRACTOR SHALL MAINTAIN AND PROTECT FROM MUD, DIRT, DEBRIS. ETC. THE STORM DRAINAGE SYSTEM UNTIL FlNAL ACCEPTANCE OF THE PROJECT. THE STORM SYSTEM WILL BE REINSPECTED BY THE OWNER'S ENGINEER PRIOR TO C�J�LIUi�JLIkJ�LJIJO '�0}y� �0 v, E APPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOSES. THE CONTRACTOR MAY BE REQUIRED TO RECLEAN PIPES AND INLETS U m AT THE CONTRACTORS EXPENSE AND PRIOR TO FINAL SHEET NUMBER a- C1.0 ACCEPTANCE } m DEMOLITION EARTHWORK /DEMUCKING PROCEDURES 0 1. CONTRACTOR SHALL SUBMIT DEMOLITION SCHEDULE TO OWNER PRIOR TO PROCEEDING WITH DEMOLITION ACTIVITIES. 9 1 2 EXTENT OF SITE CLEARING IS SHOWN ON DRAWINGS. i. A GEOTECHNICAL ENgNEERING INVESTIGATION REPORT HAS BEEN PREPARED FOR PURPOSES OF STORM WATER DESIGN, OF WHICH COPIES ARE AVAILABLE RiRWgT THE OWNER OR THEIR SOIL TESTING COMPANY. A GEOTECHNICAL ENGINEER SHALL BE RETAINm BY z E Ny 3. CONTRACTOR SHALL CONDUCT SITE DEMOLITION OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED THE CONTRACTOR TO PROVIDE ON—SITE INSPECTIONS DURING EXCAVATION/FILL OPERATIONS AND TESTING OF THE COMPACTED FILL 50 THAT PROPER DOCUMENTATION OF THE REQUIRED COMPACTING CRITERIA CAN BE FRONDED. U r OR USED FACILITIES WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION. 2 ALL EXISTING DEBRIS (ABOVE OR BELOW GROUND), CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF a Vo 4. CONTRACTOR SHALL PROVIDE PROTECTION NECESSARY TO PREVENT DAMAGE TO EXISTING IMPROVEMENTS INDICATED ON PLAN OFF—SITE BY THE CONTRACTOR, IN ACCORDANCE W41H APPLICABLE REGULATORY AGENCY REQUIREMENTS IN A LEGAL MANNER. n "EXISTING TO REMAIN. 3. THE CONTRACTOR SHALL INSURE THAT PROPER SOIL DENSITIES ARE ACHIEVED FOR PLACEMENT OF ALL HEADWALL/QJDWALL O to FOOTINGS, RETAINING WALL FOOTINGS, AND IN GENERAL, ANY FOOTING SUPPORT DESCRIBED ON THESE PLANS. IT WILL ALSO BE THE w L RESTORE DAMAGED IMPROVEMENTS TO THEIR ORIGINAL CONDITION, AS ACCEPTABLE TO PARTIES HAVING 5. CONTRACTOR SHALjL RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT SUFFlgENT SOILS TESTING HAS BEEN PERFORMED PRIOR TO,FlNAL JURISDICTION. INSTALLATION OF IMPROVEMENTS. 6. CONTRACTOR SHALL REMOVE WASTE MATERIALS AND UNSUITABLE AND IXCE55 TOPSOIL FROM PROPERTY AND DISPOSE OF +• ANY UNSUITABLE ORGANIC SOIL SHALL BE EXCAVATED TO A MINIMUM MARGIN OF 6 FEET BEYOND ITS PERIPHERY IXCAVATED TO OFF—SITE IN A LEGAL MANNER. EXPOSE THE UNDERLYING NON—ORGANIC FINE SAND. E o 7. CONTRACTOR SHALL DEMOLISH AND COMPLETELY REMOVE FROM 517E MATERIAL INDICATED ON PLAN OR NOTES ATO BE REMOVED. 5. IF DETERMINED NECESSARY, DEWATERING DURING IXCAVARNG/BACKFlWNG OPERARONS MAY BE ACCOMPLISHED BY DITCHING AND THE USE OF SUMP PUMPS AND/OR OTHER METHODS (WELT. POINTS), AS NECESSARY. CONTRACTOR 10 OBTAIN ALL REQUIRED �S PERMITS FOR DEWATERING ACTIVITIES THAT MAY BE REQUIRED. 9 6. CONTRACTOR SHALL PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS CREATED BY THE DEMOLITION OPERATION. 6. UPON APPROVAL OF THE GEOTECHNICAL ENgNETF, THE EXCAVATED AREAS MAY BE BACKFILLED WITH CLEAN FINE SANG FREE OF z UNSUITABLE OR DELETERIOUS MATERIAL HONEVdi, THE FILL SHOULD NOT BE PLACED IN MORE THAN 6 INCHES OF STANDING WATER. ONCE THE FILL IS AT LEAST 2 FEET ABOVE THE OEWATETtm LEVEL. BACKFlWNG MAY PROCEED AS DIRECTED BY THE GEOTECHNICAL ENGINEER. �L 7. CONTRACTOR TO FOLLOW THE GUIDANCE OF THE REFERENCED GEOTECHNICAL ENGINEERING INVESTIGARON REPORT OR INDICATE r n DEWATERING NOTES t x WHETHER ON—SITE GEOTECHNICAL ENGINEER SHALL DETERMINE DEPTH OF DEMUCKING AND/OR REMOVAL OF UNSUITABLE FILL. Alwrys d 831 two NO badness days 6efwe you dlg m have uMagmund utlgtlu bored snd modal. � o i! m a t. DURING THE EXCAVATION '. OF THE STDRMWATER FACILITIES, AND IF GROUNDWATER IS ENCOUNTERED, THE CONTRACTOR SHALL CONSTRUCT A SEDIMENT PAVEMENT MARKING AND SIGNAGE a i BASIN TO PROVIDE A DISCHARGE POINT FOR DEWATERING. THE SEDIMENT BASIN CAN BE CELL IN 7 r THE PROPOSED EXCAVATION AREA OF A POND OR IT CAN BE A GERMED AREA ABOVE GROUND. ALL DEWATERING MUST BE HELD IN THE SEDIMENT AREA UNTIL THE WATER IS CLEAN SUCH THAT THERE WOULD BE NO TURBID DISCHARGE. AFTER THE vm w ¢ a m m WATER IN THE SEDIMENT BASIN IS CLEAN, THE WATER MAY BE RELEASED INTO THE ON—SITE POND PRO THERE IS NO 1. THE INSTALLATION, SHAPE, AND SIZE OF ALL SIGNS AND THEIR LETTERING SHALL COMPLY WITH THE LATEST EDITIONS OF 'MANUAL a o ADVERSE IMPACT TO THE EXISTING WATER DUALITY. THE U.S. DEPARTMENT OF TRANSPORTATION ON UNIFORM TRAFFIC CONTROL DEVICES, ED. 2009' (MUTCO), AND 'STANDARD 2 UNDER NO CIRCUMSTANCES WILL THE DISCHARGE FROM THE ON—SITE DEWATERING BE DIRECTLY DISCHARGED OFFSITE. THE F.D.O.T. SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, ED. 2078/2079', AND THE F.D.O.T. 'DESIGN STANDARDS FOR DESIGN, CONSTRUCRON, MAINTENANCE, AND UTILITY OPERATIONS ON THE STATE HIGHWAY N o 3. DURING THE EXCAVATION THE CONTRACTOR SYSTEM, E0. 2073'. WHERE CONFLICTS EXIST BETW'EETJ THE PLANS AND THE ABOVE MENTIONED SPECIFICATIONS, THE �q It x SHALL NOT PENETRATE THE D6SRNG CLAY LAYER. IF THE CONTRACTOR ENCOUNTERS THE CLAY LAYER, HE/SHE IS TO PLACE A MINIMUM OF 2 FEET OF SANDY MATERIAL OVER THE CLAY AND MORE STRINGENT CRITERIA SHALL PREVAIL V/ wzOl 111® aw TERMINATE THE DEPTH OF THE EXCAVATION. 2. STOP BARS AND STOP SIGNS ARE TO BE PROVIDED AT ALL INTERNAL, ONSITE INTERSECTIONS, WITH THE EXCEPTION OF z a v 4. IF CONTRACTOR ENCOUNTERS SILTY/CLAY SAND. WHICH CAUSE THE WATER TO BECOME TURBID. HE/SHE SHALL TREAT THE SEDIMENT BASIN WITH CHEMICAL ADDITIVE SUCH 51(TlALIZID INTERSECTIONS (UNLESS OTHERWISE NOTED). 3 ALL m 3 S < 0 5_° AS ALWM IN ORDER TO PROMOTE THE COAGULATION OF THE PARTICLES YMId1 ALLOW THE TO SETTLE AND THE WATER TO BECOME LESS TURBID. IF TURBID WATER ENCOUNTERED DURING PAVEMENT MARKINGS SHALL COMPLY WITH THE F.D.O.T. STANDARD INDEX (ED. 2078/2079) X17348. ■ ® ® o o E EXCAVATION � THE PONDS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY 70 DETERMINE THE COURSE OF ACTION THAT IS APPROPRIATE TO ELIMINATE THE TURBITY AND ALLOW DISCHARGE THAT MFff WATER QUALITY v sVi STANDARDS. AS�BUILT ES o" 5. THE CONTRACTOR SHALL SEQUENCE THE EXCAVATION OF THE STORMWATER PONDS SUCH THAT A SEDIMENT BASIN WILL BE i5 AVAILABLE AT ALL TIMES. THE SEDIMENT BASIN CAN BE RELOCATED AS NECESSARY SUBJECT TO THE WATER WITHIN THE LJ SEDIMENT BASIN BEING NON—TURBID AND ACCEPTABLE FOR DISCHARGE OFF—SITE 1. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH THE OWNER'S ENGINEER WITH COMPLETE 'AS—GUTTY INFORMATION, CERTIFIED BY A REGISTERED LANG SURVEYOR. THIS SAS—BUILY INFORMATION SHALL INCLUDE INVERT ELEVATIONS, LOCARONS OF STRUCTURES FOR ALL URLIRES INSTALLED, AS WELL AS GRADE BREAK LOCATIONS N Iz TREES AND VEGETATION AND ELEVATIONS FOR PROPOSED CONSTRUCTION. NO ENGINEER'S CERRFlCARONS FOR CERTTFlCATE OF OCCUPANCY (C.O.) PURPOSES WILL BE MADE UNTIL THIS INFORMATION HAS BEEN RECEIVED AND ACCEPTED BY THE OWNER'S o f ENGINEER. 'AS—BUILT' SHALL BE PER ORANGE COUNTY UTILITIES SPECIFICATIONS OR THE CITY OF OCOEE ENGINEERING 8 a N oc STANDARDS MANUAL BECKON 3.0, WHICH EVER APPLIES. > 8 o t. THE CONTRACTOR IS TO MINIMIZE THE REMOVAL OF VEGETATION TO THE GREATEST EXTENT PRACTICAL NO TREES SHALL 2 AS—GUILTS NEED TO BE SUBMITTED TO THE CITY SIGNED AND SEALED IN ACCORDANCE WITH ACTION 3.01.05 OF THE BE REMOVED OR DAMAGED WITHOUT OWNER'S APPROVAL TREES IN CLOSE PROXIMITY TO CONSTRUCTION SHALL BE PROTECTED BY ORANGE FENCING. ENgNEERING STANDARDS MANUAL IN THE FOLLOWING FORMATS. - A. ONE (1) HARD COPY 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE BUFFERS AND RETEN'RON AND B. ONE (t) POF COPY C. CAD COPY DRAWN IN STATE PLANE COORDINATES. U O W O^ _ DETENTION FACILITIES UNTIL THE WORK HAS BEEN ACCEPTED BY THE OWNER. ALL DISTURBED AREAS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION. O N h ¢ o a m El z Y - Z 3 E z Z oa O �� QUcn �- LQJFyFW— _' ZHO =a (DzZ '- O - U T+ E O E = E c U O L W m _&LJJ W Vi G Q W O W U �- CLO O W 0 E 5 U O `^� vJ Y mE U SHEET NUMBER a C1.1 Alwrys d 831 two NO badness days 6efwe you dlg m have uMagmund utlgtlu bored snd modal. CONDITIONS OF APPROVAL 1. THE APPUCANT REQUESTS THE CITY OF OCOEE TO REZONE 43.03 ACRES TO PUO. PLANNED UNIT DEVELOPMENT. THE REZONING WILL BE SUBJECT TO APPROVAL OF A SMALL SCALE COMPREHENSIVE PLAN AMENDMENT AND A DEVELOPMENT AGREEMENT. 2. TIE CITY OF GCDEE IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF FLORIDA STATUTES CHAPTER 163 CONCERNNG MORATORIA ON INE ISSUANCE OF BUILDING FRMS UNDER CERTAIN CIRCUMSTANCES TIE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY. OR ITSELF, MGM THE APPUCATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN SHOULD BE CONSTRUED AS SUCH AN EXEMPTION. 1 TO THE EXTENT WE LAND USE PLAN AND THESE CONDITIONS OF APPROVAL CONFUCT WITH THE CITY OF OCOEE LAND DEVELOPMENT CODE THE FROVISMS OF THE LUNO USE PUN AND THESE CONDITIONS OF APPROVAL SHALL CONTROL 4. EACH Fl RE HYDRANT SHALL BE OSHA YELLOW IN COLOR AND A BLUE REFLECTVE MARKER SHALL BE AFFIXED TO THE STREET IN THE CENTER CF THE LANE CLOSEST TO EACH HYDRANT. 5. STREETUGHTS WM BE INSTALLED PRIOR TO A CERTIFICATE OF COMPLETION BEING ISSUED, AND THE COST OF OPERATIONS WILL BE ASSUMED IN ACCORDANCE WITH EHE PROVISIONS OF ME CITY OF OCOEE LAND DEVELOPMENT CODE IN EFFECT AT THE TIME OF ISSUANCE OF A CERTIFICATE OF COMPLE-ICN, 6. THE REUSE SYSTEM WILL BE INSTALLED AT TIE TME SUBDIVS M INFRASTRUCTURE IS CONSTRUCTED. 7. ALL CN -ITE UTUTIES INCLUDING ELECTRICAL, CABLE N AND TELEPHONE SHALL BE PLACED UNDERGROUND. S. ANY DAMAGE CAUSED TO ANY PUBUC ROADS AS A RESULT OF THE CONSTRUCTION ACTIVITIES RELATED TO THE PROJECT OR ANY PORTON THEREOF SHALL BE PROMPTLY REPAIRED TO THE APPLICABLE GOVERNMENT STANDARDS AT THE SOLE COST AND EXPENSE OF THE OWNER OF THE PORTON OF THE PROJECT BEING DEVELOPED IN CONNECTION WITH SUCH CONSTRUCTION AC13MIMS. 9. ME DEVELOPER IS TO PROTECT AND PREVENT ANY DISTURBANCE SILTATION, OR OTHER CWSTRUCICN MMIN THE CONSERVATION MEAS INSIDE EHE 100 -YEAR FLOOD ELEVATOR. THOSE AREAS ME TO BE FENCED OFF OUR NO CONSTRUCTION AND SILT FENCES INSTALLED TO ELIMINATE MY POSSIBLE DISTURBANCE IN THOSE MEAS DURING CONSRUCTGN. 10. ALL EXISTING STRUCTURES (INCLUDING BUILDINGS, POWER LINES, EXISTNG AERIAL AND UTILITY FACILITIES) AND PROGRESS ENERGY EASEMENTS 'ANLL BE REMOVED AND/OR TERMINATED PRIOR TO OR DURING CONSTRUCTION OF THE DEVELOPMENT REPLAONG THOSE USES 11, EHE DEVELOPMENT OF THIS PROJECT MM INCORPORATE THE STORMWATER NEEDS OF ALL PUBUC ROADS WITHIN THE PROJECT. 12. ALL DRAINAGE UTUW AND MAINTENANCE EASEMENTS SHALL BE FOR THE BENEFIT OF THE PROPERTY OWNERS ASSOCIATION OR OTHER DESIGNATED MAINTENANCE ENTITIES THE DRAINAGE MO UTILITY EASEMENTS SHALL BE DEDICATED TO THE PERPETUAL USE OF THE PUBUC AT THE TME OF PLATING. 13. AN EMERGENCY ACCESS EASEMENT TO THE REIT IICN PONDS AND OVER ALL DRAINAGE EASEMENT'S SHOWN REON SHALL BE DEDICATED TO INE OTY FOR EMERGENCY MAINTENANCE PURPOSES AT THE TIME OF PLATING. THE EMERGENCY ACCESS EASEMENT WILL NOT IMPOSE ANY OBUGATICN, BURDEN, W RESPSSIUTY OR UMIUTY UPON THE CITY, TO ENTER UPON ANY PROPRtt IT DOES NOT DIM OR TAKE MY ACTION TO REPAIR OR MAINTAIN THE DRAINAGE SYSTEM ON THE IT 14. A PERPETUAL, NON-EXCLUSVE EASEMENT FOR ACCESS OVER ALL INTERNAL ROADWAYS AND PAVED AREAS SHALL BE GRANTED IN FAVOR OF THE OTY AND OTHER APPUCABLE AUTHORITIES FOR UW ENFORCEMENT, FlRE, AND OTHER EMERGENCY SERVICES 15J TO THE EXTENT MY UFT STATIONS ME REWIRED ON TME PROPERTY THEY WILL BE OWNED AND MAINTAINED BY TIE OWNER OF LOT 6 AT THE TME OF PUTTING. UFT STATIONS SMALL BE FENCED WITH BUCK, VINYL CHAIN-UNK PENCE. WITH POSTS AND RAILS PAINTED BUCK, AND SIAL. BE SET BACK NO LESS THAN 25' FROM ANY STREET. SUCH UFT STATIONS SMALL ALSO BE SCREENED WITH HEDGE -TYPE SHRUBBERY. SUCH AS VBURNUM OR UGUSTRUM. 16. ALL ACCESS RIGHTS TO ALL PUBUC ROADS. EXCEPT AT APPROVED LOCATIONS SHOWN ON THE PLAN, SHALL BE DEDICATED W EHE QTY OF OCOEE AT THE TME OF PUTTING. 17. ALL LEGAL INSTRUMENTS. INCLUDING BUT NOT LIMITED TO THE PROPERTY ASSOCIATION DOCUMENTS SUCH AS ARTICLES OF INCORPORATON. RYTAW5, AND DECLARATION OF COVENANTS AND RESTRICTIONS, SHALL BE PROVIDED TO EHE CITY FOR REVIEW AND APPROVAL PRIOR TO OR AT THE TME OF PLATTING ALL OR A PORTION OF TME PROPERTY. 18. INTENTONALLY DELETED 19. INTENTIONALLY DELETED 20. EXISTING TREES B' OR LARGO (OTHER THAN CITRUS TREES OR "TRASH" TREES) LOCATED ALONG PROPOSED LOCATIONS OF BUFFER WALLS OR ROAD RIGHT-OF-WAY UNES WILL BE PRESERVED IF AT ALL POSSIBLE THE BUFFER WADS AND ROADS WWLL BE DESCNED AROUND THOSE TREES TO INCORPORATE THEM INTO REQUIRED LANDSCAPE BUFFERS AND AS STREET TREES. 21. THE EXISTING GRACES ON INDIVIDUAL LOS CONTAINING PROTECTED TREES WILL BE MAINTAINED AS MUCH AS POSSIBLE TO PRESERVE EXISTING PROTECTED TREES. FOR LOS CONTAINING PROTECTED TREES, THERE WILL BE NO GRADING OR OTHER CONSTRUCTION ON INDIVIDUAL LOS, EXCEPT AS SPECIFIED IN THE FINAL SVBDIVSON PUN, UNTIL BUILDING PERMITS ARE ISSUED FOR THOSE LOTS 22. ALL UTU71ES TO BE PLACED WITHIN THE 111' EASEMENT ALONG THE FRONT OF EACH LOT `ANLL BE PLACED MOUND EXISTING PROTECTED TREES TO BE PRESERVED. 23. IN ORDER M ENSURE THAT AS MANY EXISTING TREES AS PGSSBLE WILL BE PRESERVED, ALL ROAD RIGHT-OF-WAYS AND RETENTION MEAS WILL BE PUGGED FOR REVIEW BY THE Cltt AND THE ENGINEER PRIOR TO ANY TREE REMOVAL NO CLEARING PERMITS WILL BE ISSUED FCR SITE WORK OR BOLDING CONSTRUCTION UNTIL ALL TREES TO BE PRESERVED HAVE BEEN CLEARLY MARKED "TH TRO PROTECTOR BARRIERS 24. REMOVAL OF EXISTING TREES YALL BE LIMITED TO CLEARING ROAD RIGHT-OF-WAY AND RETENTION AREAS AS DETAILED IN THESE PLANS ALL EXISTING PROTECTED TREES ON INDIVIDUAL LOS YALL BE EVALUATED AT THE TIME A BUILDING PERMIT IS ISSUED FOR THAT LOT, TO DETERMINE WHETHER OR NOT EACH TREE NEEDS TO BE REMOVED, M THE DEVELOPER SHALL CONSTRUCT APPROPRIATE CURB CUTS TO ENABLE ACCESS RAMPS AT ALL RIGHTS-OF-WAY INTERSECTIONS (AND OTHER MEAS AS REASONABLY REQUIRED) IN OMR TO ACCOMMODATE ACCESS TO SOEWALXS AND STREETS FOR PERSONS WHO ME IN WHEELCHAIRS MD OTHER PERSONS WHO ARE PHYSICALLY CHALLENGED. WHEN SIDEWALKS ME CONSTRUCTED ON CORNEA LOS Ai CERTAIN LOCATONS, THE SIDEWALKS WILL BE EXTENDED TO THE CURB AND THE APPROPRIATE RAMPS YALL THEN BE CONSTRUCTED. 26. THE DEVELOPER SHALL COMPLY WITH ALL REQUIREMENTS OF THE CITY AND OTHER GOVERNMENTAL ENTIES WITH JURISDICTION TO PROTECT THE WETLANDS BEING PRESERVED MD TO PREVENT MY DISTURBANCE SILTATION, OR OTHER CONSiIRUCTON BELOW THE NATURAL WETLAND UNES. FURTHER, TIE MEAS BELOW TME NATURAL WOUND LINES SHALL BE FENCED OFF (AND SILT FENCES SHALL BE INSTALLED) DURING CONSTRUCTION ACTT"IES IMMEDIATELY ADJACENT TO THE WETLANDS. IN ORDER TO MINIMIZE DISTURBANCES OF THE WETLANDS DURING CONSTRUCTION. 27. WETLAND AND EXISTING SURFACE WATER IMPACT FOR THIS PROPERTY IS REGULATED BY ST. JOHNS RIVER WATER MANAGEMENT DISTRICT ("SJRWND.) AND EHE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION ('WR'). GENERAL OR INDIVIDUAL PERMITS ME REWIRED FROM THESE AGSQES PRIOR TO CCMMENCELIENT OF CONSTRUCTION. M IN THE EVENT THE MASTER STORMWATER RETENTON PONDS ME CONVEYED 10 A PROPERTY OWNER'S ASSOCIATION (TINE "ASSOCIATION-) THEN THE DEVELOPER SHALL REMAIN RES'CNSBLE FOR THE MAINTENANCE OF EHE PROJECTS MASTER STMMWATER MANAGEMENT SYSTEM ("SWAPS"), INCLUDING ALL MASTER STORMWATER RETENTION PONDS, UNTIL SUCH TME AS: (1) TME SOULS FOR THE PROJECT IS CONSTRUCTED AND APPROPRIATE CRTFCATES OFGOMPL' TION ISSUED BY BOTH THE CITY AND THE SJRWMO, (11) TIE MASTER STORMWATR RETENTION PONDS INTENDED TO BE CONVEYED TO THE ASSOCIATION HAVE IN FACT BEEN CONVEYED TO THE ASSOCIATICN, (Iii) TIE ASSOCIATION IS DESIGNATED AS ME MAINTENMOE ENTITY ON TME RECORD$ CF TME SJRNLB AND ALL TRANSFER RECORDS REQUIRED BY SJRWLD HAVE BEEN EXECUTED AND ACCEPTED BY SJRWMD. (IV) THE OTY HAS BEEN PROMDEO WITH A COPY OF TIE DEVELOPER'S PROPOSED MAINTENANCE PW! WITH RESPECT TO THE SHIMS, AND (V) THE CITY HAS BEEN PROVIDED WITH A WRITTEN STATEMENT FROM THE ASSOMATON ACKNOWLEDGING RECEIPT OF THE DEVELOPER'S PROPOSED MAINTENANCE PLAN MTH RESPECT TO THE SWAPS AND THAT TME ASSOOAT)N IS RESPONSSLE FOR THE MAINTENANCE OF TIE S.S. 29. THE DEVELOPER WILL PROVIDE A DRAFT MASTER EASEMENT AGREEMENT TO THE CITY VAIN THE PRELIMINARY SUSDIVSION PLAN FOR THE PROPERTY. TME CITY WILL RENEW THE MASTER EASEMENT AGREEMENT IN CONNECTOR MTM ITS REVIEW OF THE PREUMINARY SUBDIVISION PWT. 30. THERE SHALL M NO ACCESS FROM THE PROJECT TO ANY PUBUC ROADS EXCEPT AT ME APPROVED LOCATIONS SHOWN ON EHE PLAN. 31. AT EHE TIME OF SUBMITTAL CF THE FIRST PREININARY SUBDIVISION PLAN OR SIT PLAN RENEW FOR THE PROPERTY, THE DEVELOPER MALL MAP THE JURISDICTIONAL WETLAND UNE ON THE STE AND ESTABLISH A 25' UPLAND BUFFER FROM THAT UNE. DEMOTING ON EHE RESULTS. THE CITY MAY ALSO REQUIRE A CONSMVATICN ANO DRAINAGE EASEMENT OVER ANY WETLANDS OR ADJOINING CONSRVATCN MEA. THE USABLE AREA OF THE SITE WILL BE REDUCED BY THIS ACREAGE AND ALL DEVELOPMENT CRITERIA "LL ED SE BE REDUCED PROPORTIONATELY. PRIOR TO OR AT THE TME OF EIMLOPMENT OF ANY PORTION OF TME PROPERTY, IF A CONRVATON AND DRAINAGE EASEMENT IS REQUIRED. TIE DEVELOPER SHALL CONVEY TO THECITY THE CONSERVATION AND DRAINAGE EASEMENT. THE FORM OF WHICH SHALL BE APPROVED BY THE CITY PRIOR TO THE CONVEYANCE 32 ALL COMMERCIAL LOTS WILL BE A MINIMUM OF i ACRE IN SIZE 33. ALL COMMERCIAL LOT USES SHALL CWFCRM TO THE MASTER ARCHITECTURAL, SIGNAGE UGHTNG AND LANDSCAPE PACKAGE PLANS, WHICH ANLL BE PROVIDED WTTH EHE FIRST PREUMINARY/TINAL SUBDINSON PI. AN AND SITE PLAN REVIEW FOR TIE PROPERTY AND MIN WILL BE SUBJECT TO APPROVAL OF THE GTT. 34. NOTWITHSTANDING THE CONVEYANCE OF ANY TRACT TO TIE CITY, UNTIL SUCH TIME AS THE IMPROVEMENTS CONTEMPLATED FOR SAID TRACT ARE COMMENCED, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE TRACT. 35. THE FINAL GRADING PLAN NULL PRESERVE EXISTING GRACES ON INDIVIDUAL LOTS CONTAINING PROTECTED TREES M MUCH AS POSSIBLE 36. NOTHING HEREIN SHALL BE CONSTRUED TO WNVE ANY PROASON OF TIE LAND DEVELOPMENT CODE EXCEPT TO THE EXTENT EXPRESSLY SET FORTH ON A WAIVER TABLE OR EXPUCITLY SET OUT N THE PLAN. 37. NO PARKING IS ALLOWED ADJACENT TO OCOEE APOPKA, ROAD. 38. THE ROAD IMPACT FK CREDITS WILL BE PROVIDED BY TIE CITY UPON THE PLATTING OF THE PROPERTY WIN EITHER (1) THE POSTING OF A SURETY FOR IMPROVEMENTS IN ACCORDANCE 'MIH THE REQUIREMENTS OF THE LAND DEVELOPMENT CODE OR (11) THE ISSUANCE BY THE CITY OF A CERTIFICATE OF COMPLETION FORSUCH IMPROVEMENTS. THE OEVELOPER WI L PROVIDE THE CITY WITH DOCUMENTATION ACCEPTABLE TO THE CITY WITH RESPECT TO TIE COST OF CONSTRUCTION AND TIE VALUE OF MY LAND FOR WHICH ROAD IMPACT FEE CREDITS ARE TO BE PROVOED. 38. ROAD A SHALL BE DEDICATED TO THE Ott OF OCOEE AT THE TIME OF PLATING. INE DEVELOPER SHALL CONSTRUCT IMPROVEMENTS MIMIN ROAD a PURSUANT TO TIE APPROVED PRELIMINARY AND FINAL SUBDIVISION PLAN(S) FOR THIS PROJECT. THE CITY SHALL PROVIDE ROAD IMPACT FEE CREDITS FOR THE VALUE OF HALF (5050 OF TIE RIGHT OF WAY WITHIN ROAD A AND HALF (503) OF THE ACTUAL COST OF CONSTRUCTOR OF THE IMPROVEMENTS, PROVIDED, HOWEVER, THAT THE AMOUNT OF ROAD IMPACT EES CREDITS SHALL NOT EXCEED A TOTAL OF $250,000. 40. THE DEVELOPER NULL COMPLY WITH ALL REQUIREMENT OF THE WEST ROAD REALIGNMENT AGREEMENT MPUCABLE TO EHE DEVELOPER. MY MATERIAL BREACH OF THE WEST ROAD REAUGNMENT AGREEMENT BY THE GEVELOPR MIN REMAINS UNREOLVED FOLLOWING THE CURE AND REMEDY PROVISIONS OF SECTION 24 AND 25 OF THE AGREEMENT SMALL BE CONSIDERED A BREACH OF THE PUD REOUIREMEHTS. 41. THE DEVELOPER SHALL MEET ALL STORMWATER RETENTICN RECUIREMRTS FOR ROAD A WITHIN THE PROJECT AT NO COST TO THE CITY OF OWES THE DEVELOPER SHALL BE RESPONSELE FOR THE MAINTENANCE OF THE STORMWATER RETEENTON SYSTEM SRNNG ROAD A 42 THE DEVELOPER SHALL GRANT A DRAINAGE EASEMENTS ACROSS THE ORMNAGE PONDS IN FAVOR THE CITY. +3. THE DEVELOPER SHALL GRANT A TEMPORARY DRAINAGE EASEMENT ACROSS TRACTS C-2 AND C-3 IN FAVOR OF ORANGE COUNTY FOR THE TEMPORARY REALIGNMENT OF WEST ROAD. 44. EACH PHASE OF THE PROJECT WILL STAND ON ITS OWN WITH RESPECT TO PUBLIC SERVICES (SEWER. WATER. STORMWATER MANAGEMENT. ACCESS AND OTTER RELATED SERVOS. 45. THE FCLLOWNG CONDITIONS OF APPROVAL ME APPLICABLE TO THE ADJACENT LAND LOCATED TO THE NEST OF THE PROPERTY. DEPICTED AS "TRACT 1" ON THE PUD LAND USE PIAN: A) AT THE TIME OF PLATING OF LOT 8, TRACT T SHALL BE PUTTED AS A SINGLE LOT. WHICH MAY BE UTER RRUTTED IN CONNECTOR YAM TRE DEVELOPMENT THEREOF. B) ON LOT 8, THE 2.300 SEAT AUDITORIUM IS THE MAXIMUM PERMITTED SUBJECT TO A PRELIMINARY 1 FINAL STE PUN APPROVAL CONSISTENT WITH THE CIMS LDC STANDARDS. 46. TIE UNDERLYING LMO USE (UGHT INDUS-- AND 2CWNG D-1) FOR THE REMAINDER OF W.O. PARCEL WILL REMAIN INTACT AND SUBJECT TOA PREUMNARY SUBDIVISION PUN CONSISTENT WITH THIS PUD AND WITH THE ADOPTED LAND DEVELOPMENT CODE 47. TRACT I CANNOT BE DEVELOPED UNLESS THE ACCESS ROAD AND UIUTES ME PROVIDED PER APPROVED PUD UND USE PUN. 48. LOS 1 THROUGH 5 MUST UTILIZE COMMON ARCHITECTURAL ELEMENTS ROM LOT 6 BOLDING ELEVAICNS 49. LUT 6 SHOPPING CENTER SHALL PROVIDE CONTINUOUS COVERED PEDESTRIAN ARCADES U71UZING AWNINGS M CANOPIES AT LEAST S' IN WDM FOR TME LENGTH OF THE MAIN ENTRANCE FACADE 50. NO SHOPPING CMT CORRALS SHALL BE PERMITTED ADJOINING A BUILDING OR WITHIN PARKING MEAS UNLESS SCREENED WITH LANDSCAPING OR OTHER ACCEPTABLE BUFFER. 51. OWICATION OF TRACT C TO THE CITY OF OCOEE IS PMT OF THE WETLAND MITIGATION FOR THE PUD PLAN FOR LOT S. 52 LOT 3 MD 7 WET -AND MITIGATION IS BEING HANDLED ON STE BY DEDICATOR OF TRACT G AS PUBUC TRAIL AND CONSTRUCTION OF A WATER FEATURE IN TRACT F. 53. THE MAXIMUM IMPERVIOUS AREA WWMIN THE ENTIRE PROJECT SHALL BE 70% OF THE CROSS LAND AREA EXCLUDING LAKES AND JU ISDICTIGNAL WEIAND AREAS AND OPEN SPACE SHALL CORRESPONDINGLY BE AT LEAST 305 OF GROSS LAND MEA 54. OPEN SPACE AREAS FOR INDIVIDUAL PARCELS WITHIN PLANNED PROJECT CONTAINING A MASTER STORMWATER SYSTEM MAY BE REDUCED TO 26R IF ALL OTMR DUFFER AND LANDSCAPE REQUIREMENTS ME MET AND A MAXIMUM OF 705 IMPERVIOUS AREA IS MAINTAINED "MIN THE ENTIRE PROJECT. 55. THE OWNER OF TRACT ISHALL BE RESPONSIBLE FOR ALL WETLANDS MIN ON FOR TRE WETLANDS LOCATED WITHIN TRACT I, INCLUDING BUT NOT LIMITED TD WE'RAND MITIGATION FOR THE PROPOSED ROADWAY EXIMMM AS MOM ON THE LAND USE PUN. W. LOT B IS NOT PART OF THE MASTER STMAWATR MANAGEMENT SYSTEM FOR LOS 1 TO 7, INCLUSIVE. LOT 8 WILL BE REWIRED TO OBTAIN APPROVAL OF A PREUMINMY AND FINAL SITE PUN WHICH W ADDRESS STORMWATER MANAGEMENT FDR LOT 6 IN ACCORDANCE WITH THE RECUIREMENTS OF THE OTY AND OMR COMERNMRTAL AUTHORITIES HAVING JURISDICTION. 57. GAS STATIONS. SRVCE STATIONS AND COMMEROAL CONVENIENCE STORES SHALL UTILIZE ETHER GABLE OR HIP ROOF STRUCTURES. THE CANOPIES FOR GAS PUMPS SHALL BE ATTACHED TO THE MAIN BUILDING AND INTCGRATCD INTO TIC PRCIIITICUMAL ROOF DESIGN. SE LOS 4, 5. 6 AND 8 WILL HAVE ONE MASTER WATER METER. THE OWNER OF LOT 6 WILL BE RESPONSBLE 'CR THE MASTER METER AND WILL RECEIVE THE WATER BILL FOR THE LOTS 4, S. 6 AND 8 BASED ON TIE MASTER METER. TME OWNER OF LOT 6 WM BILL THE OWNER OF LOS 4, 5 MD 8 BASED ON PRIVATE METERS WHICH NULL BE INSTALLED FOR EACH OTHER LOT. THE MASTER EASEMENT AGREEMENT WLL REFLECT THIS REQUIREMENT. 59. ANY VACATED PCRIION OF THE WEST ROAD RIGHT OF WAY MICH BECOMES PART OF RIE PROPERTY YALL BE INCLUDED AS PART OF LOT 7. 60. THE SHARED USE OF A RIGHT-IN/RIGHT-OUT ACCESS CRIVEWAY TO WOOE-AMPKA ROAD WILL BE PROVIDED TO THE OWNER OF THE PROPERTY LOCATED SOUTH CF THE PROJECT AND ADJACENT M OCOEE-APOPKA ROAD AS SHOWN ON ME PLAN. THE OWNER YALL PROVIDE AN EASEMENT OVER THE DRIVEWAY IF MOLESTED TO DO SO BY THE CITY. 61. A SEPARATE PRELIMINARY SUSDIMSON PLAN AND FINAL SUBDIVISON PIAN WILL BE REWIRED IN CONNECTION WM THE DEVELOPMENT OF TRACT 1. NO DEVELOPMENT RIGHTS ME GRANTED WITH RESPECT TO TRACT 1 BY VIRTUE OF ANY APPROVAL OF THIS PLAN. 62. AT EHE INE OF PLATTING OF ANY PORTION OF TINE PROPERTY. THE OMER WM GRANT IN FAVOR OF THE CITY AN ACCESS AND DRAINAGE EASEMENT OVER THE PORTION OF THE ROADWAY LOCATED WITHIN LOT 5 ADJACENT TO ROAD A 63. AT THE TME OF DEVELOPMENT OF TRACT 1. THE OWNER OF TRACT I WILL GRANT IN FAVOR, OF THE CITY AN ACCESS AND DRAINAGE EASEMENT OVER AND ACROSS TRACT 1 AS DEPICTED ON THE PLAN. 64. AT THE TIME OF DEVELOPMENT OF TRACT 1. ROAD A WILL BE EXTENDED THROUGH TRACT i AS GENERALLY DEPICTED Ott THE PLAN. THE ACTUAL AUGNMENT WILL BE DETERMINED AT THE TIME A PRELIMINARY SUBDIVTSON PLAN IS SUBMITTED FOR TRACT 1. 85, THE FINISH FLOOR ELEVATION YAM BE A MINIMUM OF 2 FEET ABOVE THE 10 YEAR 24 HOUR FLOOD ELEVATION 66. WITHIN THIRTY (30) DAYS OF RECEIPT OF A WRITTEN REQUEST BY THE CITY. BUT IN NO EVENT LATER THAN THE PLATING OF ANY PORTON OF THE PROPERTY. THE OWNER SHALL DEDICATE MO CCNVEY TO NUE TO EHE CITY A CURRENT ATTORNEYS OPINION OF TITLE OR A CURRENT TIRE 8E FOLLOWED BY A POLICY OF TITLE INSURANCE EVIDENCING THAT FEE SIMPLE TITLE TO IS FREE AND CLEAR OF ALL UENS AND ENCUMBRANCES EXCEPT FOR THOSE MATTERS THE CITY. THE COSTS AND EXPENSES RELATED TO THE CONVEYANCE AND DEDICATION OF MWIT5 OR OTHER COMPENSATION OF MY KIND FOR, ON ACCOUNT OF, OR WITH RESPECT TO THE REQUIRED CONVEYANCE OF EHE PROPERTY. 67. A MASTER EASEMENT AGREEMENT ACCEPTABLE TO THE CITY WILL BE RECORDED IN CONNECTION WIN THE PLATTING OF THE PROPERTY. THE DEVELOPER WILL PROVIDE A DRAFT FORM OF MASTER EASEMENT ACREI NERT TO THE CITY WITH ITS FIRST SUBMITTAL OF A PROPOSED PUT FOR THE PROPERTY OR MY PORTON THEREOF. THE MASTER AGREEMENT WILL BE SUBJECT TO THE REVIEW AND APPROVAL OF THE CITY. 60. THE DEVELOPER YAM DESIGN. ENGNER. PERMIT AND CONSTRUCT A tY REUSE UNE EXTENSOR FROM THE NORTHERN BOUNDARY OF THE PROPERTY TO INE MNTR GARDEN REUSE STE WHICH IS LOCATED APPROXIMATELY 800 FEET NDRTH OF THE PROPERTY (THE "OFF-SITE REUSE UNE E%TWSCN"). SUBJECT TO THE TERMS AND CONDITIONS HEREINAFTER SET FORTH, TIE CITY WILL REIMBURSE THE DMLOPR FOR ITS OUT-OF-POCKET COSTS INCURRED WITH THIRD PARTES IN CONNECTION WITH THE FOREGOING. THE CITY AIM BE RESPONSIBLE FOR OBTAINING MY OFF -SIE EASEMENTS NECESSARY FOR THE DEVELOPER TO CONSTRUCT THE OFF-STE REUSE UNE EXTENSION, PROVIDED THAT THE DESIGN OF THE CFF-STE REUSE UNE NTLL INCLUDE SKETCHES AND LEGAL DESCRIPTIONS OF MY NECESSARY EASEMENTS TIE OTY WILL ALSO BE RESPONSBLE FOR CONSTRUCTION ADMINISTRAIW ASSOCIATED WITH TIE OFF-SITE REUSE UNE EXTENSOR. 69. PRIOR TO APPROVAL OF THE P/FSP. THE DEVELOPER WILL OBTAIN AND S1IBMIT TO THF. Ott A PROPOSAL FROM ITS ENGINEER OR ME DESIGN. ENGNERING AND PERMITTING OF OFF-STE REUSE LINE EXTENSION, MIN PROPOSAL VALL BE SUBJECT TO THE APPROVAL OF THE CITY. WITHIN THIRTY (30) DAYS FCLLOMNC COMPLETON OF THE DESIGN AND ENGINEERING. THE DEVELOPER YALL OBTAIN FROM ITS CONTRACTOR CCNSTRUCTNG TIE SUBDIVISION IMPROVEMENTS A PROPOSED CHANGE ORDER TO CU STRUCI' INE CFF -SIE REUSE UNE EXTENSION, WHICH CHANGE ORDER NULL BE SUBJECT M EHE APPROVAL OF THE CITY. IF THE CITY DOES NOT AP ME ETHER OF SUCH APPROVALS, NIR THE DEVELOPER SHALL BE RELIEVED OF ALL FURTHER OBLIGATIONS UNDER THIS CONDITION OF APPROVAL 70. THE PLANS FOR THE CFFS i RFLSF I INF EXTENSION WILL BE PROCESSED AS SEPRATEE PIAN SHEETS WHICH YALL BE INCORPORATED INTO AND MADE A PART OF THE PRELIMINARY/FINAL SUBDIVISION PLM AT A LATER GATE OF THE PROPERTY. SO LONG AS THE DEVELOPER IS PROCEEDING IN GOOD FAITH COMPLIANCE WITH THE REQUIREMENTS OF THIS CONDITION OF APPROVAL, THE CITY MILL NOT DELAY THE ISSUANCE OF BUILDING PERMITS. CERTIFICATES OF COMPLETION AND CERTIFICATES OF OCCUPANCY BASED ON INE STATUS OF THE OFF-SITE REUSE UNE EXIENSON. MATHR. IF. PRIOR TO THE ISSUANCE OF A CERTIFICATE OF COMPLETION FDR THE SUBDIVSON IMPROVSMENS, THE CITY CANNOT OBTAIN THE NECESSARY EASEMENTS AS SNOW ON THE PLANS FOR THE OFF-STE REUSE UNE EXTENSION. THEN THE DEVELOPER SHALL BE RELIEVED OF MY CONSTRUCTOR OBLIGATIONS UNDO THIS CONDITION OF APPROVAL AINHUM d 811 tWk bWReaarya8e(omyakdm nom kR-1,K1K1 a Mmme. 1-d and marked. mom O w0 O h N Y O Q U- W w J - /W W VJ 73 U) W O Q W U aOQ O H U) SHEET NUMBER C1.2 0 0 0 U City of Ocoee Erosion Control Notes Section 3.09 EROSION CONTROL All development shall follow erosion control methods as described in this section, FOOT Design Standards, and FDEP Stonnwater, Erosion and Sediment Control Program and Manual. Seeding, mulching, sodding, and/or other acceptable methods shall be used to prevent erosion during all construction adfvifies per requirements as specified in the LDC. The Owner(Developer of commercial and residential lots shall be required to maintain curbs and gutters free of accumulations of sand and earth. Temporary siltation basins may be required during construction. Maintenance shall be provided by the Owner/Developer for the 2 year period of the maintenance period and for each lot until final inspection is passed. Al actions to prevent erosion or pollution shall be done N accordance with this Manual. 3.09.01 Stonmwater Pollution Prevention Plan(SINPPP) If required by the City Engineer, the SVVPPP, details, and calculations shall document all the measures necessary to limit the transport of sediments outside the limits of the pmject to the volume and amount that existed prior to the commencement of construction. This condition shall be satisfied for both the total anticipated construction period at a minimum and for the 2.3 year frequency, 6 hourduretion storm event. Provisions must be made to preserve the integrity and capacity of check weirs, sediment basins, slope drains, grading patterns, etc. required to meet this pmvidon throughout the life ofthe construction. Submittal ofa Shme-ter Pollution Prevention Plan shall comply with the requirements of the FDEP and SJRVIMD. 3.09.02 Stock ilio Material P g No excavated material shall be stockpiled in such a manner that directs runoffs irec0y off the project site or into any adjacent water body or stommatercollection system. No building construction or landscaping materials shall be stored within public rights-of-way or on the streets. 3.09.03 Exposed Area Limitation The surface area of open, raw, erodible soil exposed by clearing and grubbing operations or excavation and filling operations shall not exceed 10 acres. This requlrementmay be waived forlarge projects with an erosion control plan, which demonstrates that opening of additional areas will not significantly affect off-site deposit of sediments. 3.09.04 Inlet Protection Inlets and catch basins shall be protected from sediment laden storm runoff until the completion of all construction operations that may contribute sediment to the Inlet 3.09.05 Temporary Seeding Areas opened by construction operations that are not anticipated to be dressed and receive final grassing treatment within 30 days shall be seeded with a quick growing grass species which will provide an salty cover during the season In which it is planted, and will not later compete with the permanent Blessing. The rale of seeding shall be a minimum of 30 lb per acre. 3.09.06 Temporary Seeding and Mulching Slopes steeper than 6:1 that fall within the category established in 3.09.05 above, shall be mulched using a minimum of 2 inches, loosely measured, mulch material, cut into the soil of the seeded area to a total depth of4 inches. 3.09.07 Temporary Guessing The seeded or seeded and mulched areas) shall be rolled and watered as required to assure optimum growing conditions for the establishment of a good glass cover. 3.09.08 Temoorary Regressing 1f, after 14 days, the temporary grassed areas have not attained a minimum of 75% good grass cover, the area will be reworked sufficiently to establish the desired vegetative cover. 3.09.09 Maintenance All features of the project designed and constructed to prevent emelon and sediment shall be maintained during the life of the construction so as tofinc6on as they were originally designed and constructed. 3.09.10 Permanent Eroslon Control The erosion control facilities of the project shall be designed to minimize the Impact on off-site facilities. All stormvater discharge from the project limits shall be muted through detention basins to trap suspended sediments. Discharge facilities from these basins shall be provided with a skimming device to bap fioatable debris. 3.09.11 Permanent Seeding All areas which have been disturbed by construction shall, as a minimum, be fertilized and seeded. The fertilizer shall be of 12-8-8 pmportions and shall be uniformly spread at a mte of400S001b per acre and mixed with the soil to auniform depth of 4 inches. Included with the fertilizing operation will be the application of amendments, if necessary, such as dolomitic limestone ofaluminum sulfate to cormct the pH factor to within the limits of 6.0-7.0. The grecs seed shall be uniformly spread at the rate of 100 Ib per ase while the soil is moist The grass seed mixture shall be of 20 parts bermuda and 80 parts bahia, with the addition of 30 pans rye in the winter season. 3.09.12 Permanent Seeding and Mulching In addition to the minimum requirements of 3.09.11 above, slopes of from 6:1 to 4:1 Inclusive shall be mulched using a 2 inches, loosely measured, mulch material mut into the soil of the seeded area to a total depth of 4 inches. 3.09.13 Permanent Soddino All retentioNdetention basins shall be solid sodded within their limits. All exposed areas within public righLsof-way shall be solid sodded. Other areas with slopes sleeper than 4:1 shall be wild sodded. 3.09.14 Strip Sodding Strip sod shall be placed adjacent to all curbs, walks and pavements to the dimensions indicated in the Typical Cross-section provided in the approved plans. 3.09.15 Repressing All grassed areas shall be maintained to assure a good stand and sufficient ground cover to minimize erosion. If, after 60 days, an adequate ground cover has not been established, the area will be regressed. 3.09.16 Additional Fertilization Grassed areas not accepted within 9D days of their completion shall be refedilized at an application rate of2501b per acre DUMP SfRM •--� I" BAR FORREMOVAL FORMAG BNLET-"e SEDIMENT SAC( INSTALLATION DETAIL 1 DUMP STRAPS � 5 E1PANSON RESTRNNT� (1/4' NYLON ROPE, a 2 FLAT WASHERS) BAG DETAIL sam-1--i-1-10000 STANDARD INLET SEDIMENT CONTROL DEVICE NYE; aPproanh Length S-1, Sediment P,'I ApproacM1 Lergfh k Req:nied 4•' Nin. Filter Febrlc Type D-1, Inde( Ma. 199 TRANSITION DETAIL ♦ i i $IRM i i i i i A i i i a i i i i i i i i i i i a i i i a �•4 i _• i i i i i i BURLAP BA W/GRAVEL- A BURLAP BAG WITH GRAVEL' WRAPPED HOPE PIPE PLACED IN OPENING OF THROAT SOCK DRAIN INLET SEDIMENT FILTER NTS 1^ I 50'std. I I Cansfruct Paved Tum.. ffnd.x No 5151. 3 11vy Be Deleled 1f Approved ey The Easineer. li ' 33 of 44 1 I ( Do I I N ci I I Slope To Droin- 'Ir m I B -- Synthetic Bcl K 'ry 15'Or 30' � ~ � Aggregate l.a ~ Fye�LYd; Ial!L/LAE- Filter Fcbric SECTION AA I. Be Slc&cred As Reau!red eased ah aloes and Grade WRAPPED HOPE PIPE PLACED IN OPENING 01F THROAT RUNOFF WATER es I I s nrneeic oma. I r I Cb Pit .6Is fie frlef on Outlet Elevation. Elevati- Or The, IYdchever Is Lower SECTION BB NOTE: AGGREGATE MUST BE AT LEAST 6' IN DEPTH 5' .S Cover Per Aggregate Index Na. 205 y Fdfer Fabric Compacted 3-krl £xisf 9 Or Temporary sideErdn Pipe RURAL CONNECTION DETAIL SECi1ON A -A • GRAVEL SHALL BE 2--3' CLEAN STONE GENERAL NOTES I. A Sar? Tracking Prevention Device (STPD) chaise c nstrucfed at Iccelions designated by he ehgri—, for pants o/ egress from unsI.NBbed cress of the project I. Fubrc roods where off-site tracking or lava could eccvr. Taff rrorn-,cbili.ed erect cif the —i—Von Prajecf sharbe a cd Mr. a STPD. Barriers. !legging, or other positive me shwbe used oc required to r it end'f—t venitalcr egress —cec the snFp. . The Contracler may propose oh dfemetive fechniwe to m oil -site trccking of sea'merl. The alternative must be reviewed and eporaved by the Engineer pricy to its use. 3. Nlmpferids spited. dropped, ar Irack.d onto public roods (including tho STPD aggreget, cnd canstrvcticn mud) h0b, removed dmiy, or more /requenfry i1 so cr—Md by the &'i- 4. Aggr... fez chdlbe as dc111bed in Secfian 901 ex '.&tl g 901-2J. Aggregates shcilbe FOOT sire 41. 1! this Bile is not ovm7eele, the orf o,,7,blc smafler cite eggia9,c may be svbsfiru(ed with the oPprovplo! the Engineer. Sit 5 e-fdnfnp er e"s,ve smdlagyreaafe .it"cck off fho project and ore vnsuifable. c 5. The scce'— l pit chould provide a relen6- volume of J600 cubic feeflacre .1—f— crew drdninq 10 the pit. When rhe STPD L Lolated I oro other drdnog. ereo, Iha /oJow:ng Fit volumes wiesati fl this yowl -omen( IS'x 50'100 /tor 311.50'200 /t' As en oplion 1. the sediment pit, the width of the swats bottom can be eaced to obvtain the I.— Whcn the sedmen%t pit or swcie volume osbeen reduced to one half, it nccllbe clewed. ftch a swore is used, synthetic baf S ar silt fence She//be p/coed ofcng the chow length. 6. The s..1, rhYch Crcininq Ne STPO sn Uncus o 0.022 m�nm;um amp v 1.0,: maximum I.de a! -g fho STPD and to the -6—t pit. 7.. Mitered' nd sections cre not required when fho cidc&6, pipe satisfies the clear lone rewiremcnts. S. The STPD shclm, me,—i-d in o ccha'tich that wNcNow iI to Per/orm its /unction. To Pre— off -sire tnccklnq, the STPD shall be rinsed tdcfly when in -J to move occumulafed mud downward he. the s he. AdditionalstobX-6cn o/ he vehicular rout. tc cf q c the 5rFD m y be required I. Amit the mud backed. 9. A STPD shdlb, pad for under the contract unit price ler Soil Tracking Prevention Device. EA The unit price shat—t;tute Fudcompenscz' far cch.0 6c , maintenance, reploce t o! moterids, removal, antl esforaficn or the area .61 th ed for e STFD; ine!udng 5uf not rmited I. _c x ovation, grading, lemPcrary Pipe (including MES when raquiredl. (ler c, ogyregate, paved turnout (including a Pfelf oral bete nstrvcfion) ditch stob,X afian o co pproach route of th. abort, sedmant r oval and dispasd, water, rinsing rd clerning o/ fM19 STPD d leaning ofpublic roods. grossing and sal Synlnece mr or Ba/e Type Barrier shatlbe paid for under the conlrocf unit price for Synthi e Bales. LF. 917 fence slaabe pad /cr under the contrect unit price for Staked Si!! Fence. LF. I0. The ncminclsve o/ o standard STPD is 15'r 50'unless otherwise shown in the pians. II the volume of entering cnd existing .elides wf, v JO'w&th STPD may be used it cppraved by the Engineer. Whcn o Cauble nidlh "0"STPD u used, the pcy Guanrity shatlbe 2 far each location. Past OpUanm Optional Post Pod6ane Wood 2� a th/O Wood 2 4' I Ptindpia Poet Posit!'FI Oak 1{x i{{•' --(Dented 20' Tormd Flaw) Steel 1.33 Ida/Ft NI g• Mac Fllter Fabric (In ��' 7 Canfarnanoe With S. 985 FOOT Spee) Filter Fabde O` SZ in t Flaw • ELEVATION SECTION TYPE III SILT FENCE NTS W C' p ora<\m a� ¢�O ¢ o m Y O U G J O�/ LL Z (n O -� 0 Z F - OW _ 0 O OrW SHEET NUMBER C2.1 PLASTIC LINING PLAN NOT TO SCALE TYPE "ABOVE GRADE" WITH STRAW BALES STAKE (TYP,) B S�DI fEELAWIRE STAPLE DETAIL .W BALE (7YPJ CONCRETE WASHOUT STAPLES - (2 PER BALE) rBINDING WIRE l -- 10 MIL / j ELASTIC LINING "-- STRAY! BALE Y CONCRETE WASHOUT SIGN DETAIL (OR EQUIVALENT) NATIVE MATERIAL I WOODOR—�' (OPTIONAL) METAL STAKES 5I REMOVAL OF TEMPORARY CONCRETE WASHOUT FACILITIES 1. WHEN TEMPORARY CONCRETE WASHOUT FACILITIES ARE NO LONGER REQUIRED FOR THE WORK, THE HARDENED CONCRETE SHOULD BE REMOVED AND DISPOSED OF. v = MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE REMOVED FROM THE SITE OF THE WORK AND DISPOSED OF. 2. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL '. OF THE TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE BACKFILLED AND REPAIRED. INSPECTION AND MAINTENANCE 1. INSPECT AND VERIFY THAT ACTIVITY -BASED BMPS ARE IN PLACE PRIOR TO THE COMMENCEMENT OF ASSOCIATED ACTIVITIES. WHEN ACTIVITIES ASSOCIATED WITH THE BMP ARE UNDER WAY.INSPECT WEEKLY DURING THE RAINY SEASON AND AT TWO WEEK INTERVALS IN THE NON -RAINY SEASON TO VERIFY CONTINUED BMP IMPLEMENTATION. - c 2. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE MAINTAINED TO PROVIDE E ADEQUATE HOLDING CAPACITY WITH A MINIMUM FREEBOARD OF 4 IN. FOR ABOVE GRADE FACILITIES AND 12 IN. FOR BELOW GRADE FACILITIES. MAINTAINING TEMPORARY = CONCRETE WASHOUT FACILITIES SHOULD INCLUDE REMOVING AND DISPOSING OF HARDENED CONCRETE AND RETURNING THE FACILITIES TO A FUNCTIONAL CONDITION. o HARDENED CONCRETE MATERIALS SHOULD BE REMOVED AND DISPOSED OF. 3. WASHOUT FACILITIES MUST BE CLEANED. OR NEW FACILITIES MUST BE CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 75Z FULL. CONCRETE WASHOUT AREA DETAIL NTS LATH 101-01, MIN. FLAGGING ON ALL SIDES 0i (2 PER BALE) NOTES; BERM — 1. ACTUAL LAYOUT DETERMINED IN FIELD. SECTION B -B - - NOT TO SCALE 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FT. OF THE 0 TEMPORARY CONCRETE WASHOUT FACILITY. 5I REMOVAL OF TEMPORARY CONCRETE WASHOUT FACILITIES 1. WHEN TEMPORARY CONCRETE WASHOUT FACILITIES ARE NO LONGER REQUIRED FOR THE WORK, THE HARDENED CONCRETE SHOULD BE REMOVED AND DISPOSED OF. v = MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE REMOVED FROM THE SITE OF THE WORK AND DISPOSED OF. 2. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL '. OF THE TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE BACKFILLED AND REPAIRED. INSPECTION AND MAINTENANCE 1. INSPECT AND VERIFY THAT ACTIVITY -BASED BMPS ARE IN PLACE PRIOR TO THE COMMENCEMENT OF ASSOCIATED ACTIVITIES. WHEN ACTIVITIES ASSOCIATED WITH THE BMP ARE UNDER WAY.INSPECT WEEKLY DURING THE RAINY SEASON AND AT TWO WEEK INTERVALS IN THE NON -RAINY SEASON TO VERIFY CONTINUED BMP IMPLEMENTATION. - c 2. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE MAINTAINED TO PROVIDE E ADEQUATE HOLDING CAPACITY WITH A MINIMUM FREEBOARD OF 4 IN. FOR ABOVE GRADE FACILITIES AND 12 IN. FOR BELOW GRADE FACILITIES. MAINTAINING TEMPORARY = CONCRETE WASHOUT FACILITIES SHOULD INCLUDE REMOVING AND DISPOSING OF HARDENED CONCRETE AND RETURNING THE FACILITIES TO A FUNCTIONAL CONDITION. o HARDENED CONCRETE MATERIALS SHOULD BE REMOVED AND DISPOSED OF. 3. WASHOUT FACILITIES MUST BE CLEANED. OR NEW FACILITIES MUST BE CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 75Z FULL. CONCRETE WASHOUT AREA DETAIL NTS LATH 101-01, MIN. FLAGGING ON ALL SIDES 0i o o 10 BERM — 0 0 t 0� 0 / T, T] 0 0/0 0 0 10 MIL J PLASTIC LINING PLAN NOT TO SCALE TYPE "BELOW GRADE" °d TWO -STACK __ 2.12 ROUGH WOOD FRAME PLASTIC LINING PLAN NOT TO SCALE TYPE "ABOVE GRADE" 10 MIL —SANDBAG PLASTIC LINING r - ...l7l=lllclll BERM SECTION A -A NOT TO SCALE 10 IAL PLASTIC LINING WOOD FRAME SECURELY FASTENED AROUND ENTIRE PERIMETER WITH TWO STAKES SECTION B -B NOT TO SCALE NOTES 1. ACTUAL LAYOUT DETERMINED IN FIELD. 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FT.OF THE TEMPORARY CONCRETE WASHOUT FACILITY. ONSITE TEMPORARY CONCRETE WASHOUT FACILITY, TRANSIT TRUCK WASHOUT PROCEDURES 1. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE LOCATED A MINIMUM OF 50 FT. FROM STORM DRAIN INLETS, OPEN DRAINAGE FACILITIES. AND WATERCOURSES. EACH FACILITY SHOULD BE LOCATED AWAY FROM CONSTRUCTION TRAFFIC OR ACCESS AREAS TO PREVENT DISTURBANCE OR TRACKING. 2.A SIGN SHOULD BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES. 3. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE CONSTRUCTED ABOVE GRADE OR BELOW GRADE AT THE OPTION OF THE CONTRACTOR. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE CONSTRUCTED AND MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS. 4. TEMPORARY WASHOUT FACILITIES SHOULD HAVE A TEMPORARY PIT OR BERMED AREAS OF SUFFICIENT VOLUME TO COMPLETELY CONTAIN ALL LIQUID AND WASTE CONCRETE MATERIALS GENERATED DURING WASHOUT PROCEDURES. 5.WASHOU7 OF CONCRETE TRUCKS SHOULD BE PERFORMED IN DESIGNATED AREAS ONLY O.ONLY CONCRETE FROM MIXER TRUCK CHUTES SHOULD BE WASHED INTO CONCRETE WASH OUT. 7.CONCRETE WASHOUT FROM CONCRETE PUMPER BINS CAN BE WASHED INTO CONCRETE PUMPER TRUCKS AND DISCHARGED INTO DESIGNATED WASHOUT AREA OR PROPERLY DISPOSED OF OFFSITE. S. ONCE CONCRETE WASTES ARE WASHED INTO THE DESIGNATED AREA AND ALLOWED TO HARDEN, THE CONCRETE SHOULD BE BROKEN UP,REMOVED. AND DISPOSED OF OFFSITE IN A LEGAL MANNER. DISPOSE OF HARDENED CONCRETE ON A REGULAR BASIS. 9. TEMPORARY CONCRETE WASHOUT FACILITY (TYPE ABOVE GRADE) a. TEMPORARY WASHOUT FACILITY (TYPE ABOVE GRADE)SHOULD BE CONSTRUCTED AS SHOWN IN THE DETAILS ON THIS SHEET WITH A RECOMMENDED MINIMUM LENGTH AND MINIMUM WIDTH OF 10 FT., BUl` WITH SUFFICIENT QUANTITY AND VOLUME TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS. b.STRAW BALES.WOOD STAKES.AND SANDBAG MATERIALS SHOULD CONFORM TO THE PROVISIONS IN THE EROSION AND SEDIMENT CONTROL PLAN. c. PLASTIC LINING MATERIAL SHOULD BE A MINIMUM OF 10 MIL POLYETHYLENE SHEETING AND SHOULD BE FREE OF HOLES.TEARS,OR OTHER DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL. IO.TEMPORARY CONCRETE WASHOUT FACILITY (TYPE BELOW GRADE) a. TEMPORARY 'WASHOUT FACILITY (TYPE BELOW GRADE) SHOULD BE CONSTRUCTED AS SHOWN IN THE DETAILS ON THIS SHEET, WITH A RECOMMENDED MINIMUM LENGTH AND MINIMUM WIDTH OF TO FT., BUT WITH SUFFICIENT QUANTITY AND VOLUME TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS. b. LATH AND FLAGGING SHOULD BE COMMERCIAL TYPE. c. PLASTIC LINING MATERIAL SHOULD BE A MINIMUM OF 10 MIL POLYETHYLENE SHEETING AND SHOULD BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL. a El <° wO O N Or �\N a� ¢off ¢ m m J �/ O LL, Z O� UQ Z O Q U) w W ¢ 0 J Q Q U W tl w W W U) :5 U)WO QWU ((WW((M O W n� W ry OU O I— o H U SHEET NUMBER C2.2 Q�IX TRACT G P_tA 155'48'E 'BM511 QAK27 CPKlC HER v. . . ....... 00., \01 T CE, R I A, E`TL 4 ISWCbN U PER' D IN" N KTh 4 ARGEPOINT.- LAT. 2B!W22_SQ7` G-pr4r31'do" I CA I CHERR19 I T. TRACT A gb —4.4v z M11 _, z - P H "y' aiOAKII �j -ts- K, 'Ell IN CA 17. 6ST' , Tug-. CHERRY,15 SPUT12 OAK OA�1-2 'IN 9 NE :CNY8 -A0,115" P,N,wo GI`sPAUAJS vp CHErp-,15 e 1114! CHERPYS El2 YjIl __CP,R�ya -'- CHERP-YE O�K22 PINES P, ��\ 9kRa 15 C. Y"ICJG-T I q - Kn, 13/ Flr I , I �e PAL4-- _w_ & OAK25 p E-1 2; 1 Ce)�I- fu I• t CHo L11 PINE�Z -7_ IF 23, 0AKI0_$ _�C 2­'�_` CHERRY�I I A �CAK22 t­,ER.Ry;� SPLIt ".!r f 4s I VAII CH. E­� R Y 18 CHER! R� 01 , Z AK -.-LIT12/ OAA25 SPLr I/ r�,j � ' . i . OAKS OAKI #0�� rj K 14 I A OAKA OU Ht CHETR"5 IWO OAKII ;f Lm I , HE,RyIjI OAV; 5 ay� CIERRYJ- Cl, F.Ryl OP IdaC) XLM C'K C y ,y 0 IV K CHEM CHC z5 .RRY N CHERRY.5x- E`u At Ogg 40Z OAKIx2 10 CHIRrya 5cl.lTHi5 �CHERRYIE Z X_; 'y CH. TYPE III SILT FENCE CH�RRYII SPLI. IQ , �U1= 33k N / (TYP.AT LIMITS OF CONSTRU ON)QAKI9 PALJIA5 (SEE DETAIL SHEET cvy j OAKt _7V LH, JI WWII, br II CAK12 V0, 'f8 I _RRY K'. CHERI YIC SPLIT TYPE III FENCE (TYP AT (EXE E1UJL'.Z1"�'2"j)C"`N) IH CHERPya SPU e8ORE HOLE eCPMR HOLE/ ClIERRY15 'OAK30 OAK30 W T T 'UT CHER 12 � 4-11- /1 RR ZH' IN C Z XHERRr�,j'WAX MET XI, , I TRACT A (A \� 7 NO TH — NO GRAPHIC SCALE IN FEET 2D 40 so 111"y' CHERRY17 "E"! 1v 4 JKI( 4� OolkKIO I / , , CAMPHER AKIO I'll 3�,,IFRR� .12 CHERRY12.1 ra fly CHER, 'HE, �Y20 ..­EERR-02 I-*/. UE S /,HERRy cw�� �4 %DUSTING UNDERGROUND FIBER LEGEND X:1HER2 OPTIC LINES. CONTRACTOR TO f\PFp '��' // q / .�/J Sy(` I >pl FIELD VMFY LOCATION. COORDINATE NTH UTILITY PROPERTY BOUNDARY -A ERY,- COMP IES TO RELOCATE VIAN �DO;RNG',HLE, TO,, TO .1 RIGHT-OF-WAY LJ14E SIDE CES NEEDED WITH "DIED ANII'=,-,. PROPOSED IMPROVEMENTS. SOL TRACIQNG TYPE III Ell FENCE 'A L� OF TON IL CE CONCRETE DEWALX' //�'F(;TDOE �ISHEEY C.'r PAT LIMITS OF CONSTRUCTION) LF OF/,�EXSTING ED M Sl FENCE X�A CONCRETE SOIL IRACIaNG PREVENTON DEUCE DETAIL SHEET C2.0 SDEWAIX 77 24� SPLIT TO BE REMOVED 7w SEE DEJ PR. !�i_ zi' DETAIL SHEET C2.1) DOSTING GN BE BEHOVED REMOVED I TREE TO TO BE AOVM AND REPLACED/ - 2 t mix ti PROTECTION A11-11.12 YLIX�.(X/ X-111KI-E (SEE DETNL SHEET C?_1_) K I ' I I r DRE, PROTECTION ......... . . ...... ....... UN SIGN 771 .... . . . . . . . . . . . . . . . . 17 N ......... ........ ... - - ---- • NPI�14­;5 TONG BE GUTTER R 7135_=j�_ IS N.- FOUNTAIN5 WE5T BOULEVAPr) PVC SEWER UNE EASTING 8' PVC SEWER UN� (RIGHT OF WAY VARIES) 93000mconon 0 OEM PROMOE INLET SHEET cvPROTECTION (TIP.) (sEE DETAIL ) 01 SHEET NUMBER C3.0 I < SITE DATA: Q N8756'46'E 572.26'- PRO.ECT AREA: 11.73 ACRES Q O GOSLING ZONING: PUO - LL Uj TRACT G VACANT J Ll1 �- TRACT G NB756'46'E 565.51' g �9Ti FLOM ZONE -- iD' BUILDING SETBACK DSCAPE BUFFER --_---- _ - x o;/ Q PARKING SPACE COUNT --- -- - - -_- 1 a3 •�'� - _ - - - � � LTi a- 0 UE I BUILDING AREA. 34,200 SF ^�,`7a TRACT A ASPHALT AREk- 41, PROPOSED HEAVY DUTY ASPHALT P ENT SIDEWALK AREA 99 EF r ZONING: PUD TOTAL IMPERVIOUS AREA 81,383 SF z d MAX IMPERVIOUS AREA (FUTURE DEVELOPMENT): 232,287 SF _ m m 0 � MAX TOTAL IMPERVIOUS AREA: 333,870 SF 0 u SHEET NUMBER < < O DUSTING PERVIOUS AREA (TRACT): 511,172 O o S= (11.73 AC) a 6 o PROPOSED PERVIOUS AREA (TRACE): 429788 SF (9.87 AC) o q IT�' NINI-WAREHOUSES UP TO TWO HUNDRED (200) UNITS N Q IN DD ON TV EN NE 4 SPACES LOCATED AT OMCE/17I7RANCE AREA a 0 TOTAL SPACES REWIRED:4 SPACES zo ? w ¢ a 3° PARKING PRONGED POND#3 PROPOSED HANDICAP SPACES: 2 I PROPOSED SPACES: 17 TOTAL SPACES PROVIDED: 19 0 < 3 BUILDING SETBACKS x pn FRONT: 25 FT SIDE 10 FT _ Z 10 FT PROPOSED PUD STANDARDS GROSS ACREAGE 11.73 c �N. NET DEVELOPABLE ACREAGE 11.73 z BUILDING AREA,. N� s N i ^µ NET DEIUSTY/TNTENSITY: 0.245 MAX BULLRING HEIGHT, 45 FEET Pu < MAX BUILDING COVERAGE FUTURE DEVELOPMENT � > MAX IMPERVIOUS SURFACE 70F T w O O O 0 U n y a's < Y O - o E \o PONDN2 J W E `o Ee A 1� y CT, J u EXISTING ZONING: PUD d N I Q o N.1 0 N W PHASE it j a O #. n 'm PHASE i ti a O� E o 16 y6 I I1 Iz ktf, /s�hT o� I I a1a NI ZI �a s t PROPOSEDSTORAGE I PO1 F 3STORY I I 01 34,200 SF EACH FLOOR 9 o y \ (7, \o I 1 m \ 6 ( I o) E mP tt IFUTURE I P E t. DEVELOPMENT I 0 \ 25' BUILDING SETBACK O i i; m ---- -- - — — — -- 15' LANDSCAPE BUFFER — — — — — — — — — — — — — — — — 'x — ... . .. - — — — — — — — —i Er . L N883231'W �-'- 379.98 28..23'23' 2 i FOUNTAINS WEST BOULEVARD ---.------- (RIGHT OF WAY VARIES) 7 GRAPHIC SCALE IN FEET O EXISTING SITE DATA: Q PRO.ECT AREA: 11.73 ACRES Q O GOSLING ZONING: PUO LL Uj DUSTING USE VACANT J Ll1 PROPOSED USE SELF -STORAGE FACILITY FLOM ZONE ZONE K Lu Lu 0 Q PARKING SPACE COUNT IMPERVIOUS DUSTING IMPERVIOUS AREA D ACRES ;L PROPERTY BOUNDARY ZO TIN Z �\ PROPOSED IMPERVIOUS AREA PHASE I (TRACT): PROPOSED I AMENITY a- 0 UE BUILDING AREA. 34,200 SF (DESIGNED BY OniERS) TRACT A ASPHALT AREk- 41, PROPOSED HEAVY DUTY ASPHALT P ENT SIDEWALK AREA 99 EF r ZONING: PUD TOTAL IMPERVIOUS AREA 81,383 SF z d MAX IMPERVIOUS AREA (FUTURE DEVELOPMENT): 232,287 SF _ m m 0 � MAX TOTAL IMPERVIOUS AREA: 333,870 SF 0 u SHEET NUMBER < < O DUSTING PERVIOUS AREA (TRACT): 511,172 O o S= (11.73 AC) a 6 o PROPOSED PERVIOUS AREA (TRACE): 429788 SF (9.87 AC) o q <�^o NINI-WAREHOUSES UP TO TWO HUNDRED (200) UNITS N Q 4 SPACES LOCATED AT OMCE/17I7RANCE AREA a 0 TOTAL SPACES REWIRED:4 SPACES zo ? w ¢ a PARKING PRONGED Y PROPOSED HANDICAP SPACES: 2 Y PROPOSED SPACES: 17 TOTAL SPACES PROVIDED: 19 0 < 3 BUILDING SETBACKS FRONT: 25 FT SIDE 10 FT _ REAR: 10 FT PROPOSED PUD STANDARDS GROSS ACREAGE 11.73 J < . w m NET DEVELOPABLE ACREAGE 11.73 z BUILDING AREA,. 103,239 SF (3 MORES) o N i ^µ NET DEIUSTY/TNTENSITY: 0.245 MAX BULLRING HEIGHT, 45 FEET Pu < MAX BUILDING COVERAGE 30; � > MAX IMPERVIOUS SURFACE 70F T w O O O 0 v= n y < Y O - Q J W TRACT A CT, J J W O Q Q O U LL Uj J Ll1 LEGEND Lu Lu 0 Q PARKING SPACE COUNT Q W O ;L PROPERTY BOUNDARY ZO �\ ® PROPOSED I AMENITY a- 0 UE (DESIGNED BY OniERS) O Q W O PROPOSED HEAVY DUTY ASPHALT P ENT O 0 U O o ASPH PROPOSED ALT PA --(J) (n � —� PROPOSED CONCRETE SDEWALK u SHEET NUMBER C4.0 MATCHLINE SEE SHEET C4.2 m 1 � � PAunl6 1 O.+H9xZ Y9C R- L. (P-5447 FUTURE / DEVELOPMENT .4, LHERRYB SPUTI DIRECTIONAL ARROW PER F DOT INDEX 417 346. TYPE b" CURB � POND #1 PER FOOT INDEX #3O0 \v � 70.49' N 92 'E 27 N � �D � N8027O0'E 4-NIIII \T� 1 2207 (a) TYPE 4 08' _ ) / T N073'N NA=S (G114t-/ \ ^„S (TDP.) \� I 2 � 211 7 24'l FUTURE RECTICNAL DEVELOPMENT W IX 3I gg o� #(TYP.) OI PROPOSED 36' o STOP SING WITH N69Y7'00 E \ —Z4' STOP BAR 4509' 1 p �.l. N68270D'E 2501' 25' BUILDING SETBACK 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ 15' LANDSCAPE BUFFER _ Nam OO' THERNO SPECIAL EMPHASIS a DOUBLE VE1L1 47.21' Al CROSSWALK PER PROPOSD 36' STOP Si l FOOT INDEX# 17346 WITH 24' STOP Bi ..... ..... - CURB RAMP 'RS -E' — .._ .. ' CURB RAMP 'W -E' — -- — W/DETECTABLE WARNING W/DETECTABLE WARNING CURB RAMP VALLEY GUTTER CURB PER FOOT INDEX# 304 W/DETECTABLE WARNING PER FOOT INDEX#..a04 . �< ....... _............ : :.� PFR FDOT MDIX #300 (SE SHEET C7.0 FIXI ADA PER FDOT INDWAR LNG N6139'41'E (TA SHEET C7.0 FOR ADA DELECTABLE WARN -l- DETAIL) (SEE SHEET C7.0 FOR ADA 9.17 DETECTABLE WARNINGS DETAIL) I NB8323PW EXISTING 7 WIDE DETECTABLE WARNINGS DETAIL) 3t8• FOUNTAINS WEST BOULEVARD CONCRETE SIDEWALK S8'4615'W 2823' VALLEY CUTLER WRB (RIGHT OF WAY VARIES) PER FOOT INDEX #350 I NORTH GRAPHIC SCALE IN FEET 0 1�rl�_ 6' Q W U) Q � O Q ryU LL J W UJ G Lu QUU LU W TZ O V w 0 U LO 0 T- O (%) } h U SHEET NUMBER C4.1 PROPOSED 30' STOP SIGN WITH 16' STOP BAR OAK10 TYPE VCURB DE PER FOOT INDEX /300 ( I m• _ N692Y0' 7507 F �J. 1= j \ � I R=R-3S,OO, X54.99' 54.9 Iz / HS•D T C-49.50'49.50' 49.sI' I J OI g 6 I Ii e 3250') WHEELS=(TYP)' HANDICAP SPACE PER FLORIDA ACCES9BIUTY CODE (IW) I I I I I I PROPOSEDSTORAGE I I I. Z4' 3 -STORY ( 34,200 SF EACH FLOOR PER FOOT INamDEXf FM ( € I I $ I ( 9) 24!— F I I of 177 T _j PRWOSED JO' STOP 9CN WIN 76' STOP BAR PROPOSED TRANSFORMER. Scowl t 5, I FOR ODFORNARONAL PURPOSES ONLY. DESIGNED do PERMITTED BY Z4' •'S '..• +. �, 27.51' I OTHERS. FINAL LOCAT. BY POWER COMPANY. CONTRACTOR TO CONFIRM PAD REQUIREMENTS o RSO' ,1=90'00'00' I AND COORDINATE ELECTRIC SERVICE WITH OWNER k POWER COMPANY. PROVIDE . R-35.07 -54.97 90LLARDS AS REQUIRED. 5'I J1 iP 1Y n / CB-N4427O0'E I C•49.30' N9lozoo, E I 10200' - N033'00'W in'P13.00, .� I J` PROPOSED TRASH (, OSI w ENCLOSURE — J ='.._ ._SB9S6'24,;, , 31400' - "-. Qs _._ . .........._.......... _ ___... WRB RAMP 'CR -E' _... e' WIDE SPECIAL — . — — - iHEPMO W/DETEGTABLE WARNING PER FOOT INDEX# 304 EMPHASIS CROSSWALK PER SPECIAL EMPHASIS (SEE SHEET C7.0 FOR ADA FOOT INDEX #77346 CROSSWALK PER FOOT INDEX# 17346 DETECTABLE WARNINGS DETAIL) LEGEND ® PARKING SPACE COUNT PROPERTY BOUNDARY PROPOSED RECREATIONAL AMENITY AREA ® (DESIGNED BY OTHERS) OPROPOSE) CONCRETE SIDEWALK Q W U) Q � O Q ryU LL J W UJ G Lu QUU LU W TZ O V w 0 U LO 0 T- O (%) } h U SHEET NUMBER C4.1 NORTH GRAPHIC SCALE IN FEET 0 15 30 60 OAKIG Y N67'56'46'E 57226' — -— \ -- PA 13 — — OAKiA — — — PAUats TRACT G 9AK16 AKIO 6' CHAIN LINK FENCE TRACT G GHINASERRYS Y 9AK20 Ng7b6'16 E 56551' -- --- \ CLUS7 nXG— G7_ 6' MESH FENCE — f�� - — _. --P i ///- _ PALA113 7 \ /\ f / � � OAK15 G POND #3 POND #2 OAK7} 13 _ ORK10 OAK10 OAK10 PALM15 10' BUIIDINC DSCAPE BUFFEER -- — _ _ _ -------------------------- _____________—____ — t----RYiO 8 OAKIO � I I I R INA D ( I PE 3 IN OD N TI EN NE ( I I I I ( I II I W CHERRYB OAKii ! OAK13 SPLITS OAKI4 NESTa � P'ASx N %y INE12 AK10 X2 OAK'] EASPY OAK12 YPINES Ks) CH r Y8 /1, PINEII *,,N*E VPALM1a PALM i5 PINEIOPPIN 11 G CHERRYIS 12 ��{� OAK20 SPUTIO CAK22 CHERRYB CHERR .Ef.RYc" PINES YB { PINE PALM13 OAK13 CHERP-U CHERRYIS PINE12 PALMI6 .,.AK -D 9AKIO1,XPINE1260UTH3'_PALPALM'S0AK1PINE72CHERRYB CHERRYi2aw SPUTI4 �PALM16 OAKS PINEI?9AK25 PINEI' OAKIO SFIITII CHERRY'' OAK2 may. CHERRYI2 PINE12 CHERRYIO SPLITS 7 1(`/�\y�—Vl'/1 CHERRYIS PALM' 5 OAK" PRua16 crErRra y �/.c lI OAK15 S'P LS TI2PALMi6 10a sOAK SPLIT15� OAK25 CHERRYB OAKS I g OAK15 5OUTHI2'_ OAK' OAF�it HERRYI2 CHERRYB ,rs%- f OAK17 LEGEND PLIT 10 8 OAKII GAKt=_ OAKiS, ` CHERRY75 I I �' PAL" PALM 14 oAK22 - if CHERRYIS cHERRYsx3 CHERRY10 OAK75 SPLI_T9_ & MATCHLINE SEE SHEET C4.1 TRACT A PARKING SPACE COUNT PROPERTY BOUNDARY PROPOSED RECREATIONAL AMENITY AREA (DESGNED BY OTHERS) PROPOSED CONCRETE SIDEWALK Q O Q O U LLuj —jCW G ui UU) 2 U)UJO ¢ LL, O V W w O U O O U U SHEET NUMBER C4.2 105 LF OF 24' RCP O le" THICK RUBBLE RIPRM (FOOT SIZE #I AGGREGATE) PLACED ON TYPE 0-2 GEOTEXTILE PER FOOT INDEX 281 AND STANDARD SPECIFICATION 530. PLACE 4-+7 AT BOTTOM AND 2--r AROUND MES 143 LF OF 24' RCP O STORM STRUCTURE TABLE STRUCTURE DETAILS: p e` NDIEilED END CTION - 1 T 1 a (n PER FOOT NOIX 2 - NV.= 11 50 4A• 18' THICK RUBBLE WPRAP (FDPP�tT! TOP: 13381 SIZE #t AGGREGATE) PLACED - N. INV OUT: 128.35 (18' RCP) TYPE o-2 PER .ne TYPE 'D' NLEr X 2111 ANDDAR0TT _ INDEX 281 AND STANDARD > 9PECIFlCAnO7H 530. PLACE 4 -FT AT� r. 117... D2 TOP: 134.02 STORM STRUCTURE TABLE STRUCTURE DETAILS: NAME: a T TYPE 'E' INLET PER FOOT INDEX 1232 D7 TOP: 13381 W. INV IN: 126.35 (18' RCP) N. INV OUT: 128.35 (18' RCP) TYPE 'D' NLEr PER FDOT INDEX /232 D2 TOP: 134.02 E INV IN: 126.68 (18' RCP) S INV OUT: 126.68 (24' RCP) i MANHOLE PER F00T INDEX 1200, 201 03 TOP: 133'86 S INV IN: 125.93 (18' RCP) N. INV IN: 125.93 (24' RCP) W. INV OUT 125.93 (24' RCP) TYPE 'E' INLET PER FDOT INDEX /232 TOP' 13254 04 E IN: 125.74 (24' RCP) PROPOSED ELEVATION INV S NV IN: 125.74 (18' RCP) DRY POND EROSION CONTROL NOTE: W. INV OUT. /2574 (24' RCP) GEOTECH NOTE: TYPE 'E' INLET 84.00 PER FOOT INDEX 0232 D5 70P: 131.50 E INV IN: 124.85 (24' RCP) 1. REFER TO DRAINAGE SHEETS C5.7-CS2 FOR ADDITIONAL SW. INV OUT: 120.31 (30' RCP) TYPE 'E' INLET PROPOSED TOP OF CURB/ PER FDOT INDEX /232 OB TOP: 129.14 E INV IN: 125.42 (18' RCP) FMOANOL HI SPECIFIED W1716N ME SUBSURFACE SOL EXPLORATION GEOTE3611CAL ORATION GVDTECH NW. INV OUT: 120.66 (24' RCP) TYPE 'C' INLET D7 PER FOOT INDEX #232 TOP: 134.50 2 ALL STORM SEWER PIPING MATERIALS SHALL BE IN N. INV OUT 128.96 (18' HOPE) TYPE 'C' INLET PER FOOT INDEX /232 OU TOP: 13249 S INV IN: 127.62 (18' HOPE) W. INV OUT: 127.62 (18' RCP) 3 POND BOTTOM FILL SHALL BE CLEAN, INORGANIC GRANULAR MANHOLE SPEOFlCATIONS PER FOOT INDEX #200, 2D1 D9 TOP: 118.25 PROPOSED CONTOUR SW. INV IN: 11550 (24' RCP) SETTLE OUT ON THE POND BOTTOMS IF DEWATERING NE INV OUT. 11550 (24' RCP) 1. THE ELEVARONS AS SHOWN HEREON ARE BASED ON THE ' TYPE 'C' INLET PER FOOT INDEX /232 DID TOP: 133.50 LATERALS. CONNECT LA701ALS TO 18 -INCH HDPE TRUNK S INV IN: 128.29 (78' HDPE) N. INV OUT: 128.29 (18' HDPE) NORTH MATCHLINE SEE SHEET C5.2 GRAPHICL' 0 SCALE IN FEE134 � � � . A / B 15 30 80 .,u I6 C7.1 ! - OPKS.j, i �. ./ , 134.91 x;.'.10 •� / 167 LF OF 18' RLP O 0.505 ! 134.73 134.92 l '../ 1JS' I i I' 17.1 1@7 134.23 :134.02 131.42 1)3.40 i3S ! 34.90 !.' 1$ 324/ / IQx �^ 'TCP aF-!A'ALL= I - - ' NSA / 0. // r FIN154M GRADEtAT WALL= 120.23 / 179 .♦♦9!T. ! I 'g°. .';Sid 3.3:1 III 129 � :':,',`: �. ':'; •. t..a ', ^ / ! 13531 iRAWNsna4i3su 13550-' S ta5 Q ;I f r 13451 134.57'` (( / dF WALL 12750 130 / DEVELOPMENT TO BE / 153 IF OF 24' RCP O 0.49x 134 OF 18' HDPE O O.Sox FINISHED GRADE AT. = 120.25 / / / f MASS GRADED ! J (5® AIM) !� f 734.68 ,' .' •♦�yy - I r !I� \ I I / 161 r ! 1 r CONNECT 1p ROOF 00WNSPdtTS. 30 PW NOTE 2t' ! a r/ / r .12p� ♦26 / �r sNEEn >. P OF WA11�♦127.50 FINISHES GRADE AT WALL= 720. !! / i •♦�^ /' ' / MIIIERED Eno SECTION! ! i PROPOSED SELF ! 'PER F 1)5.50 DOG INDEX #272 / I / 64 LF OF 24"`ROP O 0.305 /„,e STORAGE INV= 3 -STORY DtD, H /3234 i 4 34,200 SF EACH FLOOR !'I . n' .' i ;13234 1 I ' 299 LF OP'24' RCP O 0.305 133 �. '�9 t / F.F = 135.50 3� 136 50.1'^ 13272. ' 7 13345 177.8138/ D4 131 131.132 ♦2v - :' 132.TA` 132 133 , / __. ! I , fi MESH FENCEas' 134.81 13275 /3305 Y5�'. X131 17235-. 13255 133.95 133.ze / '♦�y2 - / 13212 / 13345 13274 I.L. / 131 IF OF 18' HDr O 6505 J1 131.82 1 !13335 133 134 45 a 13373 / 134 - 13295 l 1 e ! /; 1. PROPOSED 18' RCF STIX4N Z7 IF OF, CONNECT TO ROOF DOWNSPOUTS. REFER TO POO NOTE #3. THIS •I SNB -OUTS TYP. AT ALL'! SHEET. (rmJ, J I I FUTURE CONNECTIONS m .i 1331§. - •vz! ! � I � I ry 1 I - 13&47 g / _ •1'7� 9' ( � � ( : r 29:7 13350' - FUTUREI OPMENT BE13504 35.50 '135.50 A 3 DEMA55 GRACED q '�' 734.54 4.9:1 '•-73380: �� (SEED AND MULC)4)' !' ! ? q ( j� I e 133.72 135.91 1311,83 ^I$ . R / 13386 13488 1 8J W/ 10 T 733.22 13541 !'� 114. P 130.96 7J/: , 73:04 g 134.15 134.18 t ',13558 rl i3�5.5�5 m 13D.46 iza764 :'! 1 •♦'L 13 - 177.65 13&87 r 135.06 r 136.38 D7 O : 7 31:19 PROPOSED 18' RCP STORK : 734.55 r � 75 13552 �^ SNB -OUTS TYP. AT ALL - 7 13381M.8'I 1 FUTURE CONNECTIONS 64 Ot 3' CURB i 13& I ° 130.4 29S- - q ., - 6 13i9D 134�.198n°Nfr ...:'187 13636 2g' 1281 .1 ..lP °' '-_.. .. __.. ...- ,52 / 1339 Ir /3S.O05 r T SQ r 13&72 .' .' 135 r .• o i i 13. t; `L 135.97 ( I I 129.77 134 / •' \ . 0 13541. 1313 01 736. 1 L !x- 133.1 ♦ 111 729.27 12&35 13,7 f / •13'?, .:13380 134.38 1� / 30.78 �8} / 135 51 36.Y S o //J E' [ L R f L... 130.08 T30.24 130.20 .+ 1 8 •Lb / ♦ ♦'� �/ / i X21 /3¢i 9 129.74 129.76 I / % 736. 'may 737.53 139 ' 128.00 iL9zt oroST09N)______ ++ ._rmvss.�a. _..mt.. '-�eum_assrsa[...uffix_ ._aRyt.'�r.eatlu. .us�l, l.�i trvh�[3iffi _ Al�'181aI.1tttm•.•Y�'a..•im;=-miro�-maar,ewm-�x..�:-.die..-...:,®..-a.:e.-,..-.. ...�'-!_._.. MH NLET WALL HATCH EXISTING 18' RCP (STORM) STORM MH 5.88 9 -OPE AND GRACE CZ TYPE 'V' GUTIEN TOP OF WALL= 127'50 NIEr PER FOOT INDEX N0. 221 N.RIM=133.78` ...._. -11: ED GRACE AT WALL= 720.25 E/W.I.E=125.34' S.I.E.=126.13' FOUNTAINS WEST BOULEVARD (RIGHT OF WAY VARIES) STORM INLET - TOP ELEV=134.83 S.I.E.=131.56' STORM MH STORM INLET '� i-.:YI_'1.'4 !:!F1.7IR'0 N.RIM=137.71' rc IED `!.l(:'U� i F'AU W.I.E =12].89' N.RIM=139.31' E`I.E_=131_99__ m E/W.LE.=132.04' STORM INLET S.I.E.=133.06' �- N.RIM-141.43' TIE- 0 AWL"4'i ........................._..... .. .. EXISTING 9DEWALS S.IE.=136.30' SLOPE AND GRADE....... ^^ EXISTING E 1138.00 / d V 0 rn a<z a p o j U Z Na U w Z O „ Q > z 0 'x x> m w Y ■e ® o 43 N z z W � n LL y SK � 8 a � rn_ 0 O O N N C) UD to \QC14 5 a m Y ^ O - Z J d. N0 Lu V ).,)� Z Z 0� Q^ 0 O J o Q � U u_ W G W (q U) W O `tLuU Ow COQ W N O LL 0 OI� 0 r'♦-^� O vJ SHEET NUMBER U C5.1 a T .. .... ..... 1 i LEGEND _ _ ....... .,, EXISTING SPOT ELEVATION 350 PROPOSED ELEVATION DRY POND NOTES: DRY DRY POND EROSION CONTROL NOTE: PGD NOTES GEOTECH NOTE: 84.00 SIDE SLOPES & BERMS ARE TO BE SODDED. SEED & MULCH POND BOTTOM. 1. SEDIMENT CONTROL MEASURES SHOULD BE EMPLOYED 1. REFER TO DRAINAGE SHEETS C5.7-CS2 FOR ADDITIONAL t. CONTRACTOR WI FOLLOW THE MIO AS 9350 PROPOSED TOP OF CURB/ DURING THE CONSTRUCTION PROCESS TO KEEP THE POND STORK STRUCTURE INFIXO/ATIRL FMOANOL HI SPECIFIED W1716N ME SUBSURFACE SOL EXPLORATION GEOTE3611CAL ORATION GVDTECH PAVEMENT ELEVATION 2 MUCK GROWN SOD SHALL NOT 8E USED FOR DRY RETENTION FROM RECEIVING SGNIRCANT AMOUNTS OF STCRMWATER RUNOFF FROM THE SURROUNDING CONSTRUCTION STE. 2 ALL STORM SEWER PIPING MATERIALS SHALL BE IN EN@HEERNG REPORT PERFORMED 9Y PS., DATED NOV. 15, 2017. PONDS THIS RUNOFF IS UKELY TO CONTAIN SUSPENDED ACCORDANCE WiTIi ORANGE COUNTY STANDARDS AND EXISTING CONTOUR 3 POND BOTTOM FILL SHALL BE CLEAN, INORGANIC GRANULAR FINE -CRANED SOIL PARTICLES THAT CAN IMPEDE THE INFILTRATION CAPACITY OF THE PONDS IF ALLOWED TO SPEOFlCATIONS DATUM NOTE: PROPOSED CONTOUR SOIL (FINE SAND) WIN A FINES CONTENT OF NO MORE THAN 5 PERCENT. SETTLE OUT ON THE POND BOTTOMS IF DEWATERING 3 CONNECT ALL ROOF DOWNSPOUTS TO 6 -INCH HDPE 1. THE ELEVARONS AS SHOWN HEREON ARE BASED ON THE ' EFFLUENT OR STORMWATER RUNOFF FROM THE ACTIVE LATERALS. CONNECT LA701ALS TO 18 -INCH HDPE TRUNK NORTH AlOaCAN VERTICAL DATUM OF 1985 (NA19 88} V CURD INLET POND 4. CARE SH LD BE BOTTOM 0 RING EXCAAVVAHTIONTAND OGRA[5NoMG OF THE PONDS CONSTRUCTION SITE IS DISCHARGED TO THE POND, SEDIMENTTHE S THAT HAVEE AAPE AND REMOVE CCUMULATED ON THEEPOGND NED UNE EXTENDING TO STRUCTURES WITH MIN. 1.05 SLOPE MIN. 18' COVE& Q GRATE INLET 5. ALL BERM FILL MATERIAL SHALL CONSIST OF CLEAN, BOTTOM. AND REPLACE WITH SUITABLE SOIL TO THE PLAN SPECIFIED GRADE ELEVATIONS REQUIRED DEPTH OF 4' ALL FILTER FABRIC WRAPPED GRANULAR, INORGANIC SANDY SOILS LESS THAN 5 PERCENT SCRAPE AND REMOVAL SHALL BE DETERMINED BY PEER PpN NDIX (290. O STORM MANHOLE PASSING THE U.S N0, 200 SIEVE. GEOTECHNICAL ENGINEER S FOR EROSION CONTROL NOTES AND QUAIL% REFER TO S.BERM FILL MATERIALS SHALL BE PLACED IN UFTS NOT GENERAL NOTES S14EETS C1.G-CR.1 AND SWRPP SHEETS azmxzmmmEmm STORM PIPE EXCEEDING 12 INCHES IN LOOSE THICKNESS AND SHALL BE C21 -C22 ® EXISTING GRAZE INLET COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (ASTM D-1557). D PROPOSED YARD DRAIN 7. ALLY, THE BERM FILL MATERIALS SHOULD BE d18to A3rr+W+aB61.ttwo td bifuk=s PROPOSED HEAVY DUTY ASPHALT PAVEMENT MOISTURE CONDITIONED TO WITHIN 2 PERCENT BELOW OPTIMUM TO THE OPTIMUM MOISTURE CON7E4T AS hvw umlxYlamd mm9mboead ad maHnd. a d .d SEE SECTION. SHEET C70 DETERMINED BY ASTM 0-1557. 9�00WDO(DO U COO E PROPOSED ASPHALT PAVEMENT O SEE SECTION, SHEET C7.0 d V 0 rn a<z a p o j U Z Na U w Z O „ Q > z 0 'x x> m w Y ■e ® o 43 N z z W � n LL y SK � 8 a � rn_ 0 O O N N C) UD to \QC14 5 a m Y ^ O - Z J d. N0 Lu V ).,)� Z Z 0� Q^ 0 O J o Q � U u_ W G W (q U) W O `tLuU Ow COQ W N O LL 0 OI� 0 r'♦-^� O vJ SHEET NUMBER U C5.1 DRY POND NOTES: DRY POND EROSION CONTROL NOTE PGD NOTES: GEOTECH NOTE: m i. BOB SLOPES do BERMS ARE TO BE SODDED. SEED & 1. SEDIMENT CONTROL MEASURES SHOULD BE EMPLOYED 1. REFER 70 DRAINAGE SHEE75 C3.1-05.2 FUR ADDITIONAL L CONTRACTOR TO FOLLOW THE GUIDANCE AND RECOMMENDATIONS AS MULCH PONO BOTTOM. DURING THE CONSTRUCTION PROCESS TO REiF THE POND STORM STRUCTURE INFORMATION. SPECIFIED VMIN THE SUBSURFACE SOL EXPLORATION GEOTEO48GL FROM RECEIVING SIGNIFICANT AMOUNTS OF STORMWATER ENGBNEFlaNC REPORT PE75DRL® BY PSI., OAim NOV. 18, 2017. 2. MUCK GROWN 500 SHALL NOT BE USED FOR DRY RETENTION RUNOFF FROM THE SURROUNDING CON5(RUCTION SITE Z ALL STORM SEWER PIPING MATERIALS STALL BE IN O PONDS THIS RUNOFF IS LIKELY TO CONTAIN SUSPENDED ACCORDANCE WITH GRANGE COUNTY STANDAT7o5 AND DAVM NOTE: FINE-GRAINED SOIL PARTICLES THAT CAN IMPEDE THE ACCSPECIFICATIONS.RDANCE NORTH c 3 POND BOTTOM FILL SHALL BE CLEAN, INORGANIC, GRANULAR INFILTRATION CAPACITY OF THE PONDS IF ALLOWS➢ TO1. THE ELEVATIONS AS SHOW HEREON ARE BASED ON ME SOIL (FINE SAND) WITH A FINES CONTENT OF NO MORE SETTLE OUT ON THE POND BOTTOMS IF DEWATERING 3, CONNECT ALL fl00F DOWNSPOUTS 7D 6-INCH HOPE THAN 5 PERCENT. EFFLUENT OR STORMWATER RUNOFF FROM THE ACTIVE LATERALS. CONNECT LATERALS lD 18-INCH HDPE TRUNK NORTH AYEFaCAN VERTICAL DAVM OF 1988 (NAW BB)• CONSTRUCTION SITE IS DISCHARGED TO THE POND, UNE EXTENDING TO STRUCTURES WITH MIN. 1.0% SSPE, E 4. CARE SHOULD BE TAKEN NOT TO OVERCOMPACT THE POND CONTRACTOR SHALL SCRAPE AND RED.IOVE FINE-GRAINED MIN. 18' COVER. v x BOTTOM DURING EXCAVATION AND GRADING OF THE PONDS SEDIMENTS THAT HAVE ACCUMULATED ON THE POND GRAPHIC SCALE IN FEET BOTTOM, AND REPLACE WITH SUITABLE SGL TO THE PLAN 0 15 30 60 d „ i ALL BERM FlLL MATETDAL SPALL CONSIST OF CLEAN, S'EGFlED GRADE ELEVATIONS REOUIRED DEPTH aF 4. ALL DRAINAGE PIPES SHALL BE FILTER FABRIC 'WRAPPED _ a = GRANULAR, INORGANIC SANDY SOILS LESS THAN 5 PERCENT SCRAPE AND REMOVAL SHALL BE DETERMINED BY PER FDOT INDEX (280. _ n g PASSING THE U.S N0, 20O SIEVE GEOTECHNICAL ENGINEER. S FOR EROSION CONTROL NOTES AND DETAILS, REFER TO z GENERAL NOTES SHEETS MO-01.1 AND SWPPP SHEETS Z 5 6. BERM FILL MATERIALS SHALL BE PLACED IN LIFTS NOT CZI-C22 to Y EXCEEDING 12 INCHES IN LOOSE THICKNESS AND SHALL BE W COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR u n° TEST METHOD (ASTM D-1557). 7. GENERALLY, THE BERM FILL MATERUALS SHOULD BE MOISTURE CONDITIONED TO WITHIN 2 PERCENT BELOW OPTIMUM TO THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D-1557. aL G Z E a 3 A m uY zG ® o I \ \`\\ '16 18' THICK RUBBLE IMP L(FOOT y _ �\ u ° SIRE jl AGGREGATE RAP ON Y O I g^ ^Z n TYPE D81 AND PER FOOT \ L. Nb \ \OaKtt y2 • \ \ i = INDEX IrA AND STANDARD \ \\ \ `.. Pq„ 1 � Y wc, \ N �\ i BOTTOM AND 530. PUCE 4-FT AT \\\, '•� Kifi `!%,/ \. \ \ ,,yh _ '.N:IN 'Ct'. 2 3 r - BOTTOM AND 2-HT AROUND YES. ' F''AA'f0'\ \ \ : -. _ ._ r 2 cBER."8 ° CLU z n : B \ \ r'�\ y yr J m PER TOOT MDIX l` '.•�� n -, 11'1_1_-__ ���- L.'13 CH RR ')O1K10 n i_` PALLA-5 - -\`-\\ O n 116 A PALIAIi _- 0 o MITIERM END SECTION 5 - INV- 11ZOO •- / .,•r,418 / - 77J \ qt, ~i7AK17 SPLITc' CITRIC will, 3649 IF OF Z4' RCF O 0.62x \/ �/ \ �� \ \✓ / "- INV. MES Nr EL-132A0'0¢R TCONCRETE TOP/�N / OD ON TINiiNv.MEs PROPOSED DRYEL=131.83'STOZ ATERPOND ..TTP - 120.00 jW O O = BOTTOM - 115.50 . -W J�`b ! O N m 0 3 w CONTROL S7R(ICiVRE YR/24HR - 110.62 ^m ,�. `\ �.- / .. r(SEE DETAILS SHEET C7.1) tn0 p Q m m _ o n° w Czi '- - r �..- .PROPOSED RUBBLE TIP RAP ,, • �� j i ( N20 / I ! i I Z a PLACED ON TYPE D-2 CEOIEXRILE PER F00T p 11A. - _ __ I 1 I e - / .• .laY INDEX p99 �'O I / // c : a � E a ! / .' 1p`b / PROPOSED 4 THICK .. .. 1 � l l r � � (SEE CONCRETE N 91�EET C77..1)T2A�ti"i •cFIrNR'f/ /r / ! III Q 0 �.Lu - XOAKI ^ .>> ... OaKt 'f OA�1= bFLI o ,y� 1 .•`.InK13 1tcST- L �•� 1 .175 ,ti9P f`7AK10 X Z .i,R OAKI'I EAS"4 ,' ��.,tj'PINEty - i R` i 1 / 120 OAAO .1f jV`t. PInEs cn 'evfi X'i F'Iry n -y/ r 9 91 .I oq 119 DaKiO OnK7� r'1^y G �� �. d 3'S 1 S _ cc- `A I A _ •117 � !1. PINc�f 4 . `dIE 'rINEI D'i PALM15. INEII I8. 118 2 - 1/A\) "'Nf7a^ CH:R4Y15 , ` "i t' // r INE12 I ,�g� GHERRY3' - /l p. -0A•c22 C.ICR T2 n'L�•.` ` C.fE('R TC I\ f�f �. Gr+CRRY15 'IPI '2 2 A I� 2 PALlAi6 t�OL ill, .'. OAYIOy PINE12 ir/ E m 1 I PAJAi„T' CI'c PRYn_?AL A15"WI�' .I.y01d10 PINEIZ LEGEND i !'ERRY12 y. 1 PROPOSED DRY SD• l STOflNWAIIR POND /LEI OnKI' S LI tr _ . _.. _. - r ',�j\-j/}/�'Pau.Uc - "o:.r'g PINE12 Oa,:35 I '., Q - EXISTING SPOT ELEVATION TOP 120.00 %._jVf RnEt2 '�/\jJ - BOTTOM - 111811 i -'-``S �- OAK' LI b •""'�" nIPEi.'. If '(CHERRYIO 1pi l-a" 1 O ` I ry : / ' LIiE'RYt x 1 0 ^ 3.80 PROPOSED ELEVATION /�125YR/2NHR - 119.OI - 1: '/, y ry 4 I CI'TRRYI' - /93.50 PROPOSED TOP OF CURB/ 18' THICK Fii1B8LE PoPRAP (FOOT \1�T c ° f �Y \� OAKtn" '' ! ° PAVEMENT ELEVATION ', SIZE /i AGf9iEGATE) PLACED ON AU.It,. 0]K ,+• ? m ... ... :t ... N`t\ pm I, fBOT70N CK NOEX 1 AND N raTAR D MEAT cH. ' I:' SLI ,O PALA'o - - CHCRPY'9 P,.L 1l % A./-TAT/ /r• OA $ I W W EXISTING CONTOUR i O Kip SPLIT!2/ R cHERRvta OAK SPLITIS�, / / a°� - G PROPOSED CONTOUR - i r l im CI FRRbn OAKS I CURB INLET PER FOOT INDEX C2%2 ) OAK1S SOUTHT2. 1 J� �7',_ )on", ART• I '^ uJ v, O NITIEERED END SECTION / OA{I I V+J m INV- 115.50 RY12 `END WALL CHERR"B 'S N'-OAKI%/ WQ GRATE INLFT y iC a WP OF WALL- 121.00 �. r/ TOP O EAT WALL= 1 ..LSI. �, 1:O ' OAKI IrUj STORM MANHOLE m ,I U Ki 8 - 127 '1 J->,/ /,(E O^r , STORM PIPE ryd`K? I.yl ,"i-`-+ j28 129 j Ch R iJ AO' U PAI 116 oA 114(V��CJY��\f,/1 / a 130y-,. 1St ^HER YtU-�"CfiK15 S 1179 1� /� lrl O w Ell EXISTING GRATE INLET ur t3i33 . '_.Y,,�I�/ FLUTES 13 PROPOSED YARD DRAIN133 r 134 1 � ' m 13541 PIOPSECTION, SHEET C7.0 ,d O PAVEMENT MATCHLINE SEE SHEET C5.1 AM smgtl vm Mbsdry b..y..niab hme undm¢lound utel clow dwd..e.& v, H SFE nnC�TR� T�Y(�F� U `. E PROPOSED �IEJOUC�J��OLI� ,0 - PIEJLlt9Gl SHEET NUMBER ASPHALT ON, S1SH4EE C5.2 SE'S SESECTION,N, EET C7.0 MATCHLINE SEE SHEET C6.2 FUTURE DEVELOPMENT PROPOSED UTILITY INGRESS/EGRESS E-24 10' PVC FIRE FIRE SPRINKLER SERVICE FON UNE (DESIGNED B-3 (DESIGNED S PERMITTED-% BY ORHQ6) BY OTHERS) PROPOSED Y RECLAIMED E-23- WATER SNB -ONTO �4.. .. .......... ...........................'.'.E -.2z: _• 1 ALL CLEAN -OUTS WITHIN THE PAVEMENT SHALL BE P s s H-20 TRAFFIC BEARING.s s �I i RECLAIMED WATER UTILITY NOTES: 3 = 1. ALL RECLAIMED WATER UTILITIES SHALL BE IN ACCORDANCE VAIN THE CITY OF OCOEE UTIU71ES STANDARDS AND CONSTRICTION CONTRACTOR SHALL BE RESPMSBIE TO BE FAMILIAR WITH THEE: ii STANDARDS 2 RUTH TO CITY OF OCOEE STANDARD DETAILS, SHEET n C&3 5 E 3 TOTAL AREA TO BE IRRIGATED WITH RECLAIMED WATER: t 39,036 SF. 4. ALL PVC USED FOR INSTALLATION BY DIRECTIONAL DRILLBUST BE DR18 C E RTAINTEED PIPE WIN CERTA-LCI( RESTRAINED MNTS. SANITARY SEWER STRUCTURE TABLE GENERAL UTILITY NOTES: 1. THE ELEVATIONS AS SHOWN HEREON ARE BASED ON DETAILS: - BENCHMARKS PROVIDED BY EMS SURVEYS, U.C. CONNECT TO EbSTINC RECOUT _ _.. SNB_ GUT SANITARY MANHOLE NATIONAL GEODETIC VERTICAL DATUMOF198& TOP: 136.30 N. INV IN: 127.88 (0' PVC) INV- 119.75 SANITA Z ALL EXISTING UTILITIES HAVE BEEN FIELD VERIFIED AT MANHO E � N.RIM- 59' SANITARY MANHOLE ALL POINTS OF CONNECTION T0. AND AT ALL AREAS OF TOP: 129.25 S2 CONFLICT W1TH OCU MAINS F 1 T W. INV OUT: 125.81 (8' PVC) 3. ALL URUTIES LOCATED OUTSIDE PUBLIC RIGHT-OF-WAYS AND PUBLIC EASEMENTS SHALL BE SANITARY MANHOLE E PRIVATELY OWNED AND MAINTAINED. S3 E INV IN: 12247 (e' PVC) 4. MAINTAIN A MINIMUM OF 3 FEET OF COVER OVER ALL S INV OUT: 12237 (a' PVC) r PROPOSED WATER, WASTEWATER, AND RECLAIMED v _ WATER LINES. N. INV IN: 128.40 (e PVC) H -& CONTRACTOR TO COO NATE PROPOSED TRANSFORMER LOCATIONS AND ELECTRIC SERVICE WITH POWER / S INV OUT: 12&30 (8• PVC) COMPANY AND OWNER TRANSFORMERS AND SERVICEm LINES SHOWN FOR INFORMATIONAL PURPOSESONLY. / ' DESIGNED BY OTHERS. 55 W. INV IN: 129.22 (8' PVC) 6. CONTRACTOR TO CDORDINATE TELECOMMUNICATION / SERVICE LINES WITH SERVICE PROVIDER AND OWNER / TOP: 13135 N. INV IN: 130.01 (6' PVC) DESIGNED & PERMITTED BY OTHERS. E INV OUT: 129.91 (8• PVC) - 7. CRY OF OCOEE AND ORANGE COUNTY UTIUTY ASSET - TABLES ARE LOCATED ON SHEET C8. N. INV IN: 12&19 (8' PVC) GENERAI. FIRE SERVICE NOTES: 1. ALL UNDERGROUND MAINS SERVING FIRE HYDRANTS OR E c FIRE PROTECTION SPRINKLER SYSTEMS ON PRIVATE o c ° PROPERTY MUST BE PERMIT1ED PRIOR TO INSTALLATION. THE DRAWING SHALL INDICATE THAT ALL UNDERGROUND FIRE MANS WILL BE INSTALLED N ACCORD CE WITH NEPA i, 24 (2013 EDITION, 'STANDARD FOR THE INSTALLATION OF m E PRIVATE FIRE SERVICE MAINS AND THBR APPURTENANCES. [FAC 69A -6(.(K5(2)] - Z ALL FIRE SERVICE MAIN LOCATED DOWNSTREAM OF THE 10'x8 = FIRE PONT OF SERVICE (POS) SNALL BE INSTALLED BY A OU RED AND UCENSED COITRACTOR. CONSTRUCTION .'yA - AND MATERIALS SHAM_ COMPLY WITH APPLICABLE FIRE COOS CONTRACTORToVERIFY REQUIREMENTS WITH c ORANGE COUNTY & ORANGE COUNTY UTILITIES DEPARTMENT PRION TO SHOP DRAWING RENEW. I `0 1 FIRE DEPARTMENT CONNECTIONS SHALL BE PER NFPA 24, p SEC 5.9.3.1 AND SHALL NOT BE LOCATED MORE THAN 100 v FT FROM THE NEAREST FIRE HYDRANT. [NFPA 14: 6.35.4] 5 4. PRONDE SCIAGE. INDICATING FTS LOCATION AND THE POND #1 2--90• BERd�.'. BUILIXNG R SERVICES. FOR ALL PROPOSED FIRE ° DEPARTMENT CONNECTIONS (F.D.r i 5. CURB IN FRONT OF HYDRANTS AND F.D.C.'S SHALL ii - COMPLY WITH OFR( STANDARD 6009. POTAEUE WATER UTILITY NOTES: I. ALL POTABLE WATER UTILITIES NAY BE IN ? v ACCORDANCEWITH ORANGECOUNTY UTILITIES (OCU) STANDARDS AND ECIITIONS CONTRACTOR SHALL BE RESPONSIBLE TO BE FAMILIAR N THESE R STANDARDS. a EZ REFER TO ORANGE COUNTY UTIUDEs (OCU) STANDARD ` E NOTES & DETAILS, SHEETS C&0 C&2 C&2 m 3 ALL PYC USED FOR INSTAUA71ON BY DIRECTIONAL \ i u DRILL MUST BE DRIB CERTAINTEED PIPE WITH ° CERTA-LOT RESTRAINED JOMTS \ _ SANITARY WASTEWATER UTILITY NOTES: PR (IF _ \ ocoEE UTILITYm m 1. ALL SANITARY WASTEWATER UTILITIES SHALL BE IN ACCORDANCE WITH EASEMENT Y PVC RE NEO \ s ORANGE COUNTY U71LmE5 STANDARDS AND CONSTRUCTION SPECIFICATIONS WA LINE P REND (RW -2) a MANUAL. ED. FEEL 11, 2011: LL BE CONTRACTOR SHA RESPONSIBLE TO BE FAMILIAR MTH THESE STANDARDS \ WI Y o e u Z REFER TO ORANGE COUNTY UTILITY DEPARTMENT STANDAR DETAILS. SHEETS C&0 - C82 E-14 MATCHLINE SEE SHEET C6.2 FUTURE DEVELOPMENT PROPOSED UTILITY INGRESS/EGRESS E-24 10' PVC FIRE FIRE SPRINKLER SERVICE FON UNE (DESIGNED B-3 (DESIGNED S PERMITTED-% BY ORHQ6) BY OTHERS) PROPOSED Y RECLAIMED E-23- WATER SNB -ONTO �4.. .. .......... ...........................'.'.E -.2z: _• 1 ALL CLEAN -OUTS WITHIN THE PAVEMENT SHALL BE P s s H-20 TRAFFIC BEARING.s s �I i RECLAIMED WATER UTILITY NOTES: 3 = 1. ALL RECLAIMED WATER UTILITIES SHALL BE IN ACCORDANCE VAIN THE CITY OF OCOEE UTIU71ES STANDARDS AND CONSTRICTION CONTRACTOR SHALL BE RESPMSBIE TO BE FAMILIAR WITH THEE: ii STANDARDS 2 RUTH TO CITY OF OCOEE STANDARD DETAILS, SHEET n C&3 5 E 3 TOTAL AREA TO BE IRRIGATED WITH RECLAIMED WATER: t 39,036 SF. 4. ALL PVC USED FOR INSTALLATION BY DIRECTIONAL DRILLBUST BE DR18 C E RTAINTEED PIPE WIN CERTA-LCI( RESTRAINED MNTS. SANITARY SEWER STRUCTURE TABLE STRUCTURE DETAILS: NAME 45 IF OF B" PVC m 5.85X CONNECT TO EbSTINC RECOUT _ _.. SNB_ GUT SANITARY MANHOLE SI TOP: 136.30 N. INV IN: 127.88 (0' PVC) INV- 119.75 SANITA W. INV OUT: 127.78 (e' PVC) MANHO E � N.RIM- 59' SANITARY MANHOLE N.I.E =Q9.1 EXISTING 6PVC W.I.E.- 1 9.13' TOP: 129.25 S2 E INV IN: 125.71 (8' PVC) F 1 T W. INV OUT: 125.81 (8' PVC) FUTURE SANITARY MANHOLE DEVELOPMENT NP: 175.83 S3 E INV IN: 12247 (e' PVC) ["1 S INV OUT: 12237 (a' PVC) _ SANITARY MANHOLE TOP: 134.35 S4 N. INV IN: 128.40 (e PVC) W. INV IN: 129.40 (6' PVC) S INV OUT: 12&30 (8• PVC) SANITARY MANHOLE 987 TOP: 134.19 55 W. INV IN: 129.22 (8' PVC) S INV OUT: 12&85 (8• PVC) SANI7MY MMHOLE 56 TOP: 13135 N. INV IN: 130.01 (6' PVC) E INV OUT: 129.91 (8• PVC) SANITARY MANHOLE NP: 134.00 S7 N. INV IN: 12&19 (8' PVC) E INV IN: 128.19 (6' PVC) S INV OUT: 12&09 (Er PVC) - - s PROPOSED 45 IF OF B" PVC m 5.85X CONNECT TO EbSTINC RECOUT _ _.. SNB_ GUT 1 8"PVC (SEWER) j GORE TORE PRIVATE i EXISTING MANHOLE (APPROVED UNDER OCU PERMIT /48545) SANITARY INV- 119.75 SANITA MANHOLE' N.RIM=726.59' MANHO E � N.RIM- 59' S.I.E.=118.40' W.1. E. 718.59' N.I.E =Q9.1 EXISTING 6PVC W.I.E.- 1 9.13' NOPOSED CRY OF REGNMED•WATER m SI.E: 149.28' MAIN - 2•-9P BEND (RW -S)-/ PROPOSED P.O.S. e' DOUBLE ABLY CHECKVALVE1) INGRESS) 0' -SIP BEND 10'x4' THE W/ ` 10' GATE VALVE AND FIRE HYDRANT a GATE VALVE ASSEMBLY (FH -2) 2 Water 2" PVC 129.97 ]29.72 Storm 30" PVC 728.72 LO) NOPOSED CRY OF 4 Reclaimed 2" PVC llB.78 ]28.48 5[onn 24'RCP 127.48 190 ;BEE UTILITY EASEMENT F 1 T PVC�ECIAIMm FUTURE E DEVELOPMENT FIRE HYDRANT �•... •.. • •• ASSEMBLY 10'x8' CONICAL ..: . . I PROPOSED URUTY INGRESS/EGRESS PVC WATERRV ... . �.�' . LO FOR B-3 (.. V -129.53D_1 I .•.�'.. PROPOSED SELF LF OF 6' PVC O 200% PVC 2' -BP BEND • •�� STORAGE TER UNE .. !'I 3 -STORY ACH 4. s sf�vc5:_n�'s 34,200 SF EFLOOR M1DF e• mDDF.F= 135.50 I -.... .y ...�� ..SPF '�wa�rC ,I 1T0 lF OF 8" PVC O 0.40R I FIRE F.D.C. SERVICE UIIE (2) 10' GATE VALVES FOR B-1 (OESGNED & PERMITTED BY OTHERS() 10'x4' TEE W/ 2' -SIP BEND 4• GATE VALVE :: �'. FIRE SPRINKLER SERVICE*FOR 8-1 (DESIGNED R PERMITTED BY OTHERS) PVC WAIE SERVICE �i FOR B-2 INV,, 128. FIRE PERMITTED BAY OTHERS) C-3 ..� . j 33 F OF -251 IF OF 8' PVC m 1.25% 207 IF OF 8" PVC O 1.00: SED CITY OF - 52 UTILITY EASEMENT L..,rxrma � r :�_.�: r+a�_aava na.Y lY:IEffi EXISTING 18' DJ WATER MI 27 LF OFA ' 6' PVC O 200% 28 IF OF 8' PVC O 0.40% y.k 2'-90' BEND I�• •:�: 10'-90' BEND IG* PVC FIRE LINE (DESIGNED BY OTHERS) 53 LF OF B' PVC m 040% tO_ffi_ TEE W/ 8_ GATE VALVE "-2-=OW-3) (TAINS WEST BOULEVARD _ (RIGHT OF WAY VARIES) EOSTING 12' RECLAIMED WATER Self Stora - e Needed Fire Flow NFF per NFPA 1 Uniform Fire Code Handbook, 2012 Edition Bulldin Fire Area= 102,600 SF Buildin T e(,or NFPA 220 = 11111 Associated Min. Required Fire Flow= 4,500 GPM (per Table 18.4.5.1.2 ar ft NFPA 1 Uniform Fire Code Handbook) Fire Sprinkler - Yes or No= COSY fire spdnkler credit. "d applicable) Yes Minimum Fire Flow Required= 1,125 GPM Fire Flow Provided= 1,125 GPM NORTH GRAPHIC SCALE IN FEET 0 15 30 60 �nmm S4 IN 12&97 2 SIP BEND` 'S7 'WATER UTILITY MAINS CROSSING TABLE 7�• T- 2' PVC UNE' P.O.S. e' DOUBLE ABLY CHECKVALVE1) Ocoee Self Storage - Commercial Crossing .'Ta Pie :Bottom Pipe ` Q a i U a m F �F �F �F �r _F 12'x12'.10' TEE (WM-5) WITH 10•x8• CONICAL REDUCER (WMCR 3) (#) Type-Size(in) Invert Botta Type :: Size(in) Crown Clearame FL .. 1 Sanitary W PVC 129.86 729.23 Storm 24" RCP 12&Z3 7.00 2 Water 2" PVC 129.97 ]29.72 Storm 30" PVC 728.72 LO) 3 Sanity 8"PVC 330.21 129.56 Sanity 6"PVC 128.48 LOS 4 Reclaimed 2" PVC llB.78 ]28.48 5[onn 24'RCP 127.48 190 1.5' REUSE WATER METER (RM -1)10'-9l!' BEND 1 "Y BER Self Stora - e Needed Fire Flow NFF per NFPA 1 Uniform Fire Code Handbook, 2012 Edition Bulldin Fire Area= 102,600 SF Buildin T e(,or NFPA 220 = 11111 Associated Min. Required Fire Flow= 4,500 GPM (per Table 18.4.5.1.2 ar ft NFPA 1 Uniform Fire Code Handbook) Fire Sprinkler - Yes or No= COSY fire spdnkler credit. "d applicable) Yes Minimum Fire Flow Required= 1,125 GPM Fire Flow Provided= 1,125 GPM NORTH GRAPHIC SCALE IN FEET 0 15 30 60 �nmm S4 IN 12&97 2 SIP BEND` 'S7 'WATER 2'-43' BEND 7�• T- 2' PVC UNE' 10"-45' BEND 78 LF OF //� 6 PVC O 200% "y r n- n 2•_45• BEND ` Q a i U a m 2' -SIP Z a ? a 2' -SIP BEND (RW -1) 10'-45' BEND n- n (%I ( fl•( 1.5' REUSE WATER METER (RM -1)10'-9l!' BEND 1 "Y BER F 1 T •�•� E-2 E-3 52) Ott-- E n o ^a -FRo6 ., QlT� E-4 F.D.0 FOR B-1 I/ -E- ! Otat9NG E-5� ["1 EXISTING 8' PVC_ FIRE HYDRANT FORCE MAIN ...ASSEMBLY (FH -1) 2' PVC RECLAIMED ..... WATER UNE aY-0.11-0.Y-0.v-0.V Y RV- -R Nl-W- 12' PVC WATER F- 7 r 2' WATER SERVICE WITH MAN 5/8' METER (VIM -S) AND AM A Y BACKFLOW PREVENTED AM AM AM A A A A;� CONICAL REDUCER (WIMQ2-4). 12'-90* BEND Xlz-W TEE (VIM -3) (WM-6) WITH 6'X2- CONICAL REDUCER (XMCR-1) 12'x1'.6' TEE (WIM-4) WITH 6•x2' CONICAL REDUCER (WI6R-2) CROS91G U-1 12' PVC WATER UNE 'O JNRECTIONAL DRILL..,..,__ 2 WATER LINE AND av-Rv In! F • aY-av-- �WET TAP EXISTING 16' DIP WATER MAIN WITH 18'x12' TAPPING SLEEVE (WM-1)').Pt., AND /2' TAPPING VALVE (WN -1 ......_..........._..........._......_. TAP EI�OSIING 12' PVC RECLAIMED WATER LINE WITH 2' SERVICE TAP AND �2' GATE VALVE DIRECTIONAL DRILL NOTES LEGEND 1. ANGLE OF ENTRY SHALL NOT EXC® 15 ......... ...._........ n EXISTING WATER MAIN DECREES, AND SHALL NOT EXCEED THE MANUFACTURER'S RECOMMENDATIONS ON ........................ ..__ EXISTING FORCE MAIN DEFLECTION, ANGLE, OR RADIUS OF CURVATURE (REFER TO THE OCU SPECIFICATIONS MANUAL -__ _... _._ .w____ EXISTING REUSE WATER MAIN SECTION 2111 PART 3, AND SECTION 31115, PART EXISTING SNRM PIPE 3) Z THE EXIT ANGLE SHALL BE BETWEEN 8 TO 12 EXISTING FIRE HYDRANT DECREES TO FACILITATE PULLBACK, AND SHALL PROPOSED WATER LINE NOT EXCEED MANUFACTURERS RECONMENDATIONS ON DEFLECTION, MCLS. OR RADIUS OF -n-ft- PROPOSED RECLAIMED WATER LINE CURVATURE (REFER TO THE OCU SPECIFICATIONS -F -F - PROPOSED FIRE UNE M MANUAL, SECTION 2113, PT 3) �•} PROPOSED FIRE HYDRANT 1 COMPOUND CURVATURE MAY BE USED. BUT SHALL +P NOT EXCEED THE MAXIMUM DEFLECTIONS AS SET # PROPOSED F.D.C. FORTH BY THE PIPE MANUFACTURER OR AWWA STANDARDS WHICHEVER 15 MORE STRINGENT. -s -s - PROPOSED SANITARY LINE gECTIOONT21 2113.OCU PART 3) PROPOSED MANUAL® PROPOSED SANITARY MANHOLE 4. CONTRACTOR TO ENSURE MINIMUM RADIUS ® DIRECTIONAL GRILL COMPUES WITH DOLE SPECIFICATIONS SPECIFICATIONS NUAL TABLE 3115-2 (REFER TO THE OCU SPECIFICATIONS MANUAL. SECTION 3115. PART 3). -______ UTILITY EGIESS/IN(RESS AIWrys.8811b-fug b.9 -drys before Yau digm �� hawundwvvmd umleesk.2dand P(nukod. FT �T 9° 0010gflon To'" D lsJ�tJM v J a Q U LL I� J W - W LU(n7-> C0 W O QWU �0� O Q w rr••��// w 1.i� O I- o VJ F- U SHEET NUMBER C6.1 m ® g m a � a p U - p Q a i U a m Z a ? a � mvz 0 a jo= TRANSFORMER i za W R INFORMATIONAL ONLY.DESIGNED m < mONYB0YTPPOWER a CONTRACTOR TO n o AD REQUIREMENTS XNATE ELECTRIC ■ ® © TH OWNER & YPARY. PROVIDE _ AS REWIRED. < WvzOi w p 987 w nun NT I IF, Q a N Li u, m p CROS91G U-1 12' PVC WATER UNE 'O JNRECTIONAL DRILL..,..,__ 2 WATER LINE AND av-Rv In! F • aY-av-- �WET TAP EXISTING 16' DIP WATER MAIN WITH 18'x12' TAPPING SLEEVE (WM-1)').Pt., AND /2' TAPPING VALVE (WN -1 ......_..........._..........._......_. TAP EI�OSIING 12' PVC RECLAIMED WATER LINE WITH 2' SERVICE TAP AND �2' GATE VALVE DIRECTIONAL DRILL NOTES LEGEND 1. ANGLE OF ENTRY SHALL NOT EXC® 15 ......... ...._........ n EXISTING WATER MAIN DECREES, AND SHALL NOT EXCEED THE MANUFACTURER'S RECOMMENDATIONS ON ........................ ..__ EXISTING FORCE MAIN DEFLECTION, ANGLE, OR RADIUS OF CURVATURE (REFER TO THE OCU SPECIFICATIONS MANUAL -__ _... _._ .w____ EXISTING REUSE WATER MAIN SECTION 2111 PART 3, AND SECTION 31115, PART EXISTING SNRM PIPE 3) Z THE EXIT ANGLE SHALL BE BETWEEN 8 TO 12 EXISTING FIRE HYDRANT DECREES TO FACILITATE PULLBACK, AND SHALL PROPOSED WATER LINE NOT EXCEED MANUFACTURERS RECONMENDATIONS ON DEFLECTION, MCLS. OR RADIUS OF -n-ft- PROPOSED RECLAIMED WATER LINE CURVATURE (REFER TO THE OCU SPECIFICATIONS -F -F - PROPOSED FIRE UNE M MANUAL, SECTION 2113, PT 3) �•} PROPOSED FIRE HYDRANT 1 COMPOUND CURVATURE MAY BE USED. BUT SHALL +P NOT EXCEED THE MAXIMUM DEFLECTIONS AS SET # PROPOSED F.D.C. FORTH BY THE PIPE MANUFACTURER OR AWWA STANDARDS WHICHEVER 15 MORE STRINGENT. -s -s - PROPOSED SANITARY LINE gECTIOONT21 2113.OCU PART 3) PROPOSED MANUAL® PROPOSED SANITARY MANHOLE 4. CONTRACTOR TO ENSURE MINIMUM RADIUS ® DIRECTIONAL GRILL COMPUES WITH DOLE SPECIFICATIONS SPECIFICATIONS NUAL TABLE 3115-2 (REFER TO THE OCU SPECIFICATIONS MANUAL. SECTION 3115. PART 3). -______ UTILITY EGIESS/IN(RESS AIWrys.8811b-fug b.9 -drys before Yau digm �� hawundwvvmd umleesk.2dand P(nukod. FT �T 9° 0010gflon To'" D lsJ�tJM v J a Q U LL I� J W - W LU(n7-> C0 W O QWU �0� O Q w rr••��// w 1.i� O I- o VJ F- U SHEET NUMBER C6.1 1 NOTE 1. ALL EXISTING UTILITIES HAVE BEEN FIELD VERIFIED AT ALL POINTS OF LL CONNECTION TO, AND AT AAREAS OF CONFLICT VAIN OCU MAINS 2. ALL UTILITIES (INCLUDING PUMP STATION) LOCATED OUTSIDE PUBLIC RIGHT–OF–WAYS AND PUBUC EASEMENTS SHALL BE PRIVATELY OWNED AND MAINTAINED. 3. MAINTAIN A MINIMUM OF 3 FEET OF COVER OVER ALL PROPOSED WATER, WASTEWATER. AND RECLAIMED WATER LINES, REFER TO THE FOLLOWING SECTIONS FROM THE 2011 OCU MANUAL.• SECTION 2210, PART 4, A – WATER MAINS; SECTION 2310, PART S, B – GRAVITY MAINS; SECTION 2311. PART 4, A – FORGE MAINS; REFER TO CITY OF OCOEE ENGINEERING STANDARDS MANUAL ARTICLE 32 – RECLAIMED WATER SYSTEM. 4. MINIMUM VERTICAL SEPARATION IS TO BE MAINTAINED FOR ALL PIPE CROSSINGS AND AREAS WHERE PIPES DO NOT MEET MINIMUM HORIZONTAL SEPARATION. S. ORANGE COUNTY UTIUTIES AND CITY OF OCOEE ASSET TABLES ARE LOCATED ON SHEET C6.3. TI fD 6 LEGEND NORTH ._............. ..__. x ____. Ell NO WATER MAIN EXOSTING FORCE MAIN -------,x --- EXISTING REUSE WATER MAIN GRAPHIC SCALE IN FEET EXISTING STORM PIPE �o 610 DUSTING FIRE HYDRANT —r —r — PROPOSED WATER UNE Q —sr—Rr— PROPOSED ... WATER HE -F -�•/v PROPOSED FIFE UNE � T PROPOSED FIRE HYDRANT Xi PROPOSED F.D.C. —s —s — PROPOSED SANITARY LINE (9) PROPOSED SANITARY MANHOLE MATCHLINE SEE SHEET C6.1 0 J Q o U u— ui u -i l — W uJ U) O QWU 0-Ou� 0 U O Alwayf 09611 hvo ml budnm daYshefom Y.m dlgm hne unde®wnd utliPoes lamted and med¢d. �I�—/•� V/ o y h U SHEET NUMBER o C6.2 ORANGE COUNTY UTILITIES ASSET TABLES I.D. Number Plan Sheet# Easting Northing Elevation Main Type Comments Wlvl-1 C6.1 Water Main WM61 -2 CWater Main WM-3 C6.1 Water Main DOCVA-1 C61 Fre Valve Ansel Table LD.Number Plan Sheet# Eastin Northing Elevation g g ValveT y� MainT a Valve S¢e YP inch Manufacturer Nbdel# #of Gear Tums to Actuator Gear Side Ratio Actuator Actuator Manufacturer Comments WN -1 C6.1 Ta in Valve Water Main I2 Water Main BendW WNT-3 C6.1 Water Main l'iffing Asset Table LD. Number ----____- Plan SheetTo I.D. Number Plan Sheet# Besting Northing Elevation Main Type Filling Type Comments WM-1 C61 Water Main Tee WM-2 C61 Water Main BendW WNT-3 C6.1 Water Main Tee WNI-4 C6.1 Water Main Tee Property or Easement Comer Asset Table I.D. Number Plan Sheet # Easting Northing Elevation Boundary Comer Type Comments E-5 C61 Property E•6 CS.1 Easement E-7 C6.1 Easement E-8 C. Property ORANGE COUNTY UTILITIES CROSSING TABLE CITY OF OCOEE UTILITIES ASSET TABLES Mater Asset Table LD. Number Ocoee Self Storage - Commercial Plan SheetTo i esawn To Pi e:lnvert Bottom Pip.Shelia) 8Dtt0m Pi eC.,m C.—Is C6.1 18" RCP 13201 12"PVC 128.50 C61 6" PVC 130-05 -Inc I -Se C61 36 "RCP 132.55 12'PVC 128,50 CITY OF OCOEE UTILITIES ASSET TABLES Mater Asset Table LD. Number Plan Sheet# Easting Northing Elevation I Main Type Comments RNF1 C6.1 1 Reclaimed Water Main Gear Gear Actuator Ratio Valve Asset Table I.D. Number Plan Sheet Easfin Northing Eievatlon g g ValveT ype Main Type Valve Size inch Manufacturer Nbdel# #of Turnsto Gear Gear Actuator Ratio Side Actuator Actuator Manufacturer Comments RGV-i C6.1 Gate Reclaimed Water Main 2 x w m Y Z }�' N < 3T 0 R/W SECTION A -A PROPOSED WATER MAIN PROFILE (FOUNTAINS WEST BLVD.) SCALE. 1"-10' m z � ® v a � � o Q p0• U m ® ��m U � � x w m Y Z }�' N < 3T 0 o W N 'z U zW N 8 a � ~ w O O O a\ an ¢ m m m W J CTI U) Z w0 C� F-- C� U Q W �U)�x DIRECTIONAL DRILL NOTES W 1. ANGLE OF ENTRY SHALL NOT EXCEED 15 J DEGREES., AND SHALL NOT EXCEED THE MANUFACTURER'S RECOMMENDATIONS ON DEFLECTION, ANGLE, OR RADIUS OF CURVATURE (REFIDR TO THE OCU SPECIFICATIONS MANUAL, SECTION 2113, PART 3, AND SECTION 31115, PART 3) J 2. THE EDIT ANGLE SHALL BE BETWEEN 6 TO 12 DEGREES TO FACILITATE PULLBACK, AND SHALL NOT EXCEED MANUFACTURER'S RECOMMENDATIONS ON OEPLECRON, ANGLE, OR RADIUS OF �) x if O CURVATURE (REFER TO THE OCU SPECIFICATIONS �l MANUAL, SECTION 2113. PART 3) j S COMPOUND CURVATURE MAY BE USED, BUT SHALL NOT EXCEED THE MAXIMUM DEFLECTIONS, AS SET FORTH BY THE PIPE MANUFACTURER CR AWWA STANDARDS. WHICHEVER IS MORE STRINGENT. L.L. LL W (REFER TD THE OCU SPECIFICATIONS MANUAL, _J SECTION 2113, PART 3) W w W A CONTRACTOR TO ENSURE MINIMUM RADIUS COMPLIES W11H OCU SPECIFICATIONS MANUAL (+) CIO TABLE 3115-2. (REFER TO THE OCU W /O SPECIFICATIONS MANUAL. SECTION 3115, PART 3). W U 1 S. ALL PMC USE FOR 1 CER INSTALLATION BY DIRECTIONAL DRILL MUST RE NT PIPE WITH O W TRAI EDJOI . CERTA-LOC RESTRAINED JOINTS. r , I _ V v pW O Aha c.Q=vm NIbu>irrrsrdmbd—a dl6to U 0 O O (�h—.dafW-.dFutW.kratedandmadffi I�J�Q �LiII�LJLI ". Q �Wo v U SHEET NUMBER C6.3 120' Naz 120' Maz SD' Maz 30' Max. � SIO' Nox. A 0 D 0 0 0 E 0 D F D O A A 8 C B C B C B C B A } .Is1slslslslsi5. s• S. 5. } }" LsIslslslsL.Islslslsl }' Return Cu R.I. aro T -ma -t Or Other Mild Stm- PEM--"., Or Other Rlgitl St-utwe SAWED JOINTS EXAGGERATED SCALE OPEN JOINTS LONGITUDINAL SECTION SIDEWALK JOINTS A (Utility Pvle, Ee.) Wakem-nd (3• Min.) Ee1etln9 eIdewelk A saewelk �- swat clic stn T-mwt Ut H strf EOr A- 'Nmwt Or Sdeebeel SIDEWALK WITH UTILITY STRIP (Pella Re umSe.a) NTS JOINT LEGEND FOOTNOTES: A- }} EXPANSION JOINTS (PREFORMED JOINT FILLER) ALL 1/Y JOINTS SHALL BE CONSTRUCTED NTH PREFOUNED JOINT FILLER. 8- DUMMY JOINTS. TOOLED • I/a'OPEN JOINTS PLACED AT EQUAL (2O MAX) INTERVALS FOR C-1R}}'SAW CU OPER JOINTS DRIVEWAYS OVER 20' NIDE JOINTS IN CURB ARD GUTTER TO 0- 'SAW CUT JOINTS, 1}' DEEP (98 HOUR) MAX S' CENTERS MATCH JOINTS IN DRIVEWAYS. E-A:SAW CUT JOINTS, 1}' DEEP (12 HOUR) MAX 30' CENTERS F- }'E'XPANSION JOINT WHEN RUN OF SIDEWALK EXCEEDS 120' AS (Q, 1 SIT.) SHALL BE OF A UNIFONM WIDTH (W) G- COD JOINT WITH BOND BREAKER, TOOLED GENERAL NOTES SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FOOT STANDARD SPECIFICATION NO. 522 EXCEPT FOR CURB CUT RAMP RUNS WHICH SHALL BE FINISHED IN ACCORDANCE WITH INDEX NO. 304. BOND BREAKER MATERIAL CAN BE ANY IMPERMEABLE COATED OR SHEEEETT MEMBRANE OR PREFORMED MATERIAL HAVING A THICKNESS OF NOT LESS THAN a MIS NOR MORE RUN 1/2-. CONCRETE SIDEWALK DETAIL NTS 1.5" TYPE S ASPHN.TTc CONCRETE SURFACE COURSE ABOVE UMEROCK BASE 6' UMERROIX/CRUSHED CONCRETE BASECOURSE (LBR 100) OR SOIL CEMENT I= PS DESIGN OR EQUIVNENT) STABILIZED SUBGRADE (LBR 40) IF UMEROCK/CRUSHED CONCRETE BASE USED OR A SLBORAOE COMPACTED TO 9510 (IF THE YATERAVS ASTM -1557 MAXIMUM DRY DENSITY IF SOL CEMENT IS USED AS BASE MATERIAL TYPICAL LIGHT DUTY ASPHALT PAVEMENT SECTION NTS .-N esa CIT 00- a- HANDICAP 0- sewsHANDICAP PARKING PAVEMENT MARKING NOTES:- 1. OTES: 3/4' CHAMFERED EDGE 6" 1Y ( 3y Na 4 Bee, 19" Lmq (Pro Per cud) WHEEL STOP WHEEL STOP PROFILE (TYP.) FRONT VIEW NTS NTS 12" WELL -DRAINED GRANULAR SUBGRAOE CONPACTFD TO MIN 98X OF 1HE MATERIALS AASHTO T-180 MAXIMUM DRY DENSITY •Y CONCRETE PAVEMENT, 28 DAY MIN �EDNY BROOM FINISH COMPRESSION STRENGTH OF 4000 PSI HEAVY DUTY CONCRETE PAVEMENT DETAIL NTS CONCRETE SURFACE COURSE ABOVE _ 8" LWERDO(/CRUSIED 03NOM E BASECCUSE (LBR IDO) OR SOIL CEMENT (350 PS DESGV OR EQUIVALENT) 1Y STABILIZED SUBGRADE (LBR 40) IF UMEROCK/CRUSHED CONCRETE BASE IS USED OR A SUBGRADE COMPACTED TO 98X OF THE MATERIAL'S ASIA D-1557 MAXIMUM DRY DENSITY IF SOL CEMENT IS USED AS BASE MATERIAL TYPICAL MEDIUM DUTY ASPHALT PAVEMENT SECTION NTS PARKING BY DISABLED PERMIT ONLY 8250 FINE F.S. 316.1955 ROUND SIGN POLE PER F.D.O.T. INDEX 9 11860 & 11861) GRADE 1. ALL LETTERS ARE 1' SERIES V PER MUTCO. 2. TOP PORTION OF SIGN SHALL HAVE REFLECIOLZFD (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECNXL12ID LEGEND AND BORDER. 3. BOTTOM PORTON OF SON SHALL HAVE A REFLECMf (ENGINEERING GRADE) WHITE BACKGROUND MiTH BLACK OPAQUE LEGEND AND BORDER 4. FINE NOTIFICATION SON SHALL HAVE A REFLEGTCRDED (ENGINEERING OWE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER 5. ONE (1) SIGN REQUIRED FOR EACH PARKING SPACE 6. INStALLATION HBGHT OF SON SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCO). HANDICAP SIGN DETAIL KIM 20' 24• 20' PARKING DRIVE AISLE PARKING SPACE 12 12' LANE LANE TYPE 'D" CURB PER FDOT INDEX /300 TYPE 'D' CURB PER FDOT INDEX /300 LIGHT DUTY ASPHALT PAVEMENT SECTION (SEE DETAIL THIS SHEET) -/UGIT DUTY ASPHALT PAVEMENT SECTION (SEE DETAIL THIS SHEET) MEDIUM DUTY ASPHALT PAVElIENT SECTION '(SEE DETAIL THIS SHEET) 705 Detectable Warnings 705.1 General. Detectable warnings shall consist of a surface of truncated domes and shall comply with 705. 705.1.1 Dome Size. Truncated domes in a detectable waming surface shall have a base diameter of 0.9 inch (23 mm) minimum and 1.4 inches (36 mm) maximum, a top diameter of 50 percent of the base diameter minimum to 65 percent of the base diameter maximum, and a height of 0.2 inch (5.1 mm). 705.1.2 Dome Spacing. Truncated domes in a detectable warning surface shall have a center -to - center spacing of 1.6 inches (41 mm) minimum and 2.4 inches (61 mm) maximum, and a base -to - base spacing of 0.65 inch (17 mm) minimum, measured between the most adjacent domes on a square grid. 705.1.3 Contrast Detectable warning surfaces shall contrast visually with adjacent walking surfaces either light -on -dark, or dark -on -light. tap diameter Or 50%-65% of the base tliamefer base diameter a 0.2 0.&1.4(2&36 mm) 5.1 (a) eleVafion (enlarged) 1.6-2.4 4161 1.6-2.4 0, tOt O O O O0� (b) Plan Figure 705.1 Size and Spacing of Truncated Domes 705.2 Platform Edges. Detectable warning surfaces at platform boarding edges shall be 24 inches (610 mm) wide and shall extend the full length of the public use areas of the platform. ADA DETECTABLE WARNINGS DETAIL NS NOTES: 1. DETAIL PROVIDED PER (2010) ADA STANDARDS FOR ACCESSIBLE DESIGN. 2 CONTRACTOR To MAKE SURE THE COLOR OF THE DETECTABLE WARNING MATS TO BE RED, PARKING AREA TYPICAL SECTION N.T.S. N 0 N 5 UO O = aO N ut t0 to m id N Z O J QUA W n/ Q Z F- W fn W CD Z �J O U � o Q U LL LL, _ J W- LLI G X.1.1 U) ULUO QWU a" O C� w 0 0 �- o U) r U SHEET NUMBER C7.0 v m I s00 SEED & MULCH BOTTOM SO =1 36'—VARIES15' 70' o x V aTOP EL, 17MO� 1 o I MATC r ,- � a. KE -........... _.. ..........._.E%I"NG t .. ... ...... .__..__GRWND ....._ GROUND - - GROUND POND #2 SECTION A -A NTS a ( 500 --500 SEED k MULCH 80770 m - o � m � �27'�70'30' VARIES— 1D' m o z u o r n - a A- c o I TOP EL. 120.00 EL: 120.00 m _ 25YRLHR_EL'-1T8:01_ $ T .... ...._. o 71 DRY POND 118 BOTTOM EL 115.50 MATCH EXISTING E%ISDNG GROUND o GROUND � POND #1 B SECTION B -B NTS U o F F rSEED 8 MULCH BOTTOM IJ- ------- �EaXISRNG DZRSYYR P/O2NgDHRLB'I')TFUM _. . MATCH EXISTNC GROUND POND #1A SECTION E -E NTS 11, II 8.28' j8.28' --50020'500-- TOP Q. 120A0 CONTROL WEIR EL 118.26 4' THICK CONCRETE OVERFLOW MINR MESH EI MIN. ME FIBER MESH REINFORCEMENT) SECTION C -C OVERFLOW WEIR NTS `6' VADE a 1Y P TOE DEE AROUND PERIMETER 4' THICK CONCRETE OVERFLOW W}]R PROPOSED RUBBLE RIPRAP (3000 PS MIN. W/ FIBER PLACE ON TYPE 0-2 GEOTEXTILE MESH REINFORCEMENT) PER FOOT INDEX 0199 SECTION D -D DRY POND #1/DRY POND #2 TRANSITION NTS flKIMMER MOUNIIN13 BRACKET GRATE 6' WIDE WEIR TOP OF SKIMMER ELEV. 178.75 TOP OF INLET ELEV. 11825 1 i 6' WIDE WEIR ELEV. 117.65 1 1 BOTTOM OF SKIMMER ELEV. 117.15 BENT ALUM. PLANE W/ 7/16' DRIU.ED HOLES. 1r . - 1 h NOTE 1. FASTEN SUMMER GLADE TO MOUNTING STRAP W/ 3/e' CALK BOLTS k FASTENERS 2. FASTEN MOUNTING BRACKETS TO STRUCTURE W/ 3/8'XC EXPAK ANCHOR BOLT h FASTENERS SKIMMER MOUNTING BRACKET NTS CONTROL STRUCTURE DETAIL USE TYPE 'C' DITCH BOTTOM INLET N.T.S. F.D.O.T. INDEX NO. 232 BRACKET TW OF SKIMMER ELEV. 118.75 TOR OF INLET ELEV. 118.25 6' WOE WER E.EV. 117.65 BOTTOM OF SKIMMER ELEV. 117.15 24' PIPE INV. 112.30 ® Z V o \_.A— EXISTING ATCHEXISBNG ¢ � m GROUND U � po� o ¢ NPz w'a =w ®RE saa� y RE m ¢ N � o_ aZi = iN d- 8 Ln oll rn o 00 Wp O U3 N Q F\ n m a� < o m rnlz Y O - Z O n I.A.. co W Q 5� Q LL. O /'�^ vJ Q Q Q UN w CW LLJ G W(/q75; c/) W O QWU OCD W O OL�. T—O AAJ > H U SHEET NUMBER C7.1 SEED A: MULCH BOTTO VARIES OF CONCRETE WEIR 16.O 36. 16.2' SEED & MULCH BOTTD 500— VARIES 30'--�^10y -26' 1 �-1 0`1 TOP 10.00 I I I I _ ,{,�]J9.QL,� DRY POND IB BOTTOM EL 115.50 IXISTING GROUND rnumm ucim - 25YRJ$4H� 118.6�- DRY POND 2 BOTTOM EL 775.50 `6' VADE a 1Y P TOE DEE AROUND PERIMETER 4' THICK CONCRETE OVERFLOW W}]R PROPOSED RUBBLE RIPRAP (3000 PS MIN. W/ FIBER PLACE ON TYPE 0-2 GEOTEXTILE MESH REINFORCEMENT) PER FOOT INDEX 0199 SECTION D -D DRY POND #1/DRY POND #2 TRANSITION NTS flKIMMER MOUNIIN13 BRACKET GRATE 6' WIDE WEIR TOP OF SKIMMER ELEV. 178.75 TOP OF INLET ELEV. 11825 1 i 6' WIDE WEIR ELEV. 117.65 1 1 BOTTOM OF SKIMMER ELEV. 117.15 BENT ALUM. PLANE W/ 7/16' DRIU.ED HOLES. 1r . - 1 h NOTE 1. FASTEN SUMMER GLADE TO MOUNTING STRAP W/ 3/e' CALK BOLTS k FASTENERS 2. FASTEN MOUNTING BRACKETS TO STRUCTURE W/ 3/8'XC EXPAK ANCHOR BOLT h FASTENERS SKIMMER MOUNTING BRACKET NTS CONTROL STRUCTURE DETAIL USE TYPE 'C' DITCH BOTTOM INLET N.T.S. F.D.O.T. INDEX NO. 232 BRACKET TW OF SKIMMER ELEV. 118.75 TOR OF INLET ELEV. 118.25 6' WOE WER E.EV. 117.65 BOTTOM OF SKIMMER ELEV. 117.15 24' PIPE INV. 112.30 ® Z V o \_.A— EXISTING ATCHEXISBNG ¢ � m GROUND U � po� o ¢ NPz w'a =w ®RE saa� y RE m ¢ N � o_ aZi = iN d- 8 Ln oll rn o 00 Wp O U3 N Q F\ n m a� < o m rnlz Y O - Z O n I.A.. co W Q 5� Q LL. O /'�^ vJ Q Q Q UN w CW LLJ G W(/q75; c/) W O QWU OCD W O OL�. T—O AAJ > H U SHEET NUMBER C7.1 ¢ 0 Fo E ox r = N mom o U _ V W 3a Z n c E Z n a O m m a o c _ ¢ f o a° a o ado v - A ¢ N c m j o ¢ N rO U Z < 2 o \ v_ o �A '\ d III z 2 L L, u ¢ 5 m w Y U a N � o 'a ® ? o o n E E3 C J i a 8 m E I- a h0 m w0 O = Oc0 FN N > 1 nDATE:¢� \ N E 6 r ZD O < w _ _ w UJ R U(�,W m v Z 0 m m u E Em E D J o Q - U J W O W G co W O a 6 a O V OQ W LNL O U Ei O O H U m SHEET NUMBER a - c8.0 ORANGE COUNTY UTLITES ORANGE COUNTY UTILITIES ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL STANDARDS AND CONSTRUCTION SPECIFICATONS MANUAL STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDLXA GENERAL APPENDIXA GENERAL ppp�01XA STANDARD DRAWINGS GENERAL APPENDU(A STANDARD DRAWINGS GENERAL DATE: February 11.2017 GATE F b 11, 011 . ry GENERAL NOTES FIGURE GN ry 2 GENERAL NOTES FIGURE GN DATE: February 77 2011 BEDDING AND TRENCHING • TYPE A FIGURE A101 DATE: Fabrvaro FL In y 71.2077 BEDDING AND TRENCHING • TYPE B FIGURE A'102 71. THE CONTRACTOR SHALL PROVIDE FOR BYPASSING AND/OR HAULING WASTEWATER TRENCH WIDTH OCU GENERAL NOTES: DURING APPROVED INTERRUPTIONS OF WASTEWATER FLOWS AND CONNECTIONS. VARIES FINISHED GRADE THE CONTRACTOR SHALL SUBMITA BYPASS PLAN SIGNED AND SEALED BYA W/ SIZE OF PIPE � TRENCH WIDTH 7. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROFESSIONAL ENGINEER TO OCU DEVELOPMENT ENGINEERING FOR APPROVAL VARIES FINISHED GRADE PROXIMITY OF WATER MAINS, WASTEWATER FORCE MAINS, GRAVITY MAINS AND PRIOR TO IMPLEMENTATION BY CONTRACTOR. W/ SIZE OF PIPE RECLAIMED WATER MAINS. MAIN LOCATIONS SHOWNONPLANS MAY NOT BE EXACT. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING UTILITY 12. ALL VALVED INSTALLED AS PART OF THIS CONSTRUCTION PROJECT SHALL REMAIN = - LOCATIONS. CLOSED DURING CONSTRUCTION. KEEP VALVES ON ALL WET TAPS CLOSED UNTIL CLEARED BY FDEP. OO NOT CONNECT NEWLY CONSTRUCTED WATER MAINS TO ANY 2. SHOULD A PIPE EMERGENCY OCCUR, THE CONTRACTOR SHALL IMMEDIATELY NOTFY EXISTING WATER MAINS UNLESS CLEARED BY FDEP AND OCU. THE OCU DISPATCH OPERATOR (407-836.2777) AND THE OCU INSPECTOR E U x w 73, THE CONTRACTOR SHALL PROVIDEAJUMPER ASSEMBLY WITHABACKFLOW w - m O � 3. THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION DIVISION AT LEAST SEVEN PREVEN7ER FOR MAKING TEMPORARY CONNECTIONS TO AN EXISTING POTABLE %�SEE NOTE4 2 O COMMON FILL l � 1. DAYS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION PROJECT BY CALLING (407) WATER SOURCE IN ORDER TO CHLORINATE AND FLUSH NEW WATER MAINS WITH PIPE O.D.' . W m 254-9798. POTABLE WATER. ANY TEMPORARY POTABLE WATER CONNECTIONS TO RECLAIMED SEE NOTE4 COMMON FILL /t- � WATER OR FORCEMAIN SHALL ALSO BE EQUIPPED WITH A BACKFLOW PREVENTER 4. THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION DIVISION AT lEA5T48 HOURS PRIOR TO ANY UTILITIES CONSTRUCTION BY CALLING (407) 2549798. 14. FOR PVC PIPE THAT WILL BE OWNED AND MAINTAINED BY OCU, NO PIPE BENDING IS INITIAL w � ALLOWED. THE MAXIMUM ALLOWABLE TOLERANCE FOR JOINT DEFIECTON 150.75 BACKFILL m SELECT COMMON Z 12' (TMP) S. THE MATERIALS, PRODUCTS, AND CONSTRUCTION OF UTLITES CONNECTING TO DEGREES (3-INCHES PER JOINT PER 20 FT STICK OF PIPE.) ALIGNMENTCHANGESRALL INITIAL w THE OCU SYSTEM SHALL BE IN CONFORMANCE WITH THE ORANGE COUNTY UTILITIES BE MADE ONLY WITH SLEEVES AND FITTINGS. FILL ( m BACKFILL O HAUNCHING SELECT COMMON _ Z STANDARDS AND CONSTRUCTON SPECIFICATIONS MANUAL. w w � W BEDDING MATERIAL w t• FILL 15. FOR NON-PVC PIPE THAT WILL BE OWNED AND MAINTAINED BY OCU, LONG RADIUS BEDDING � O ( _ HAUNCHING ur 6. ALL OCU MAINS AND FACILITES WITHIN THE LIMITS OF THE PROJECT SHALL BE CURVES, EITHER HORIZONTAL OR VERTICAL, MAYBE INSTALLED WITH STANDARD PIPE (SEE NOTES 7 & B Z UNDISTURBED EARTH y SUPPORTED AND PROTECTED AGAINST DAMAGE DURING CONSTRUCTION. BY DEFLECTIONS AT THE JOINTS. MAXIMUM DEFLECTIONS AT PIPE JOINTS. FITTINGS -UNDISTURBED EARTH (SEE NOTE 3) - AND LAYING RADIUS FOR THE VARIOUS PIPE LENGTHS SHALL NOT EXCEED 75 7. THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE, SHALL IMMEDIATELY REPAIR All PERCENT OF THE PIPE MANUFACTURER'S RECOMMENDATION. - DAMAGES TO OCU MAINS AND FACILITIES. IF THE REPAIR IS NOT MADE IN A TMELY NOTES: MANNER, AS DETERMINED BY OCU, OCU MAY PERFORM REQUIRED REPAIRS AND 1. INITAL BACKFILL: SELECT COMMON FILL COMPACTED T095% (98% UNDER PAVEMENT) OF NOTES: THE MAXIMUM DENSITY AS PER PASHTO T-1 1. INITIAL BACKFILL AND HAUNCHING: SELECT COMMON FILL COMPACTED TO CLEANUP. THE CONTRACTOR WILL BE CHARGED FOR ALL EXPENSES ASSOCIATED 80. o (98% WITH THE REPAIR. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE UNDER PAVEMENT) OF THE MAXIMUM DENSITY ASPER AASHTO T-780. MAXIMUM DENSITM AS PER PASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE B. THE CONTRACTOR SHALL ADJUST ALL EXISTING OCU MAINS AND FACILITIES IN 3. TYPE A BEDDING MATERIAL SHALL CONFORM TO FDOTNO. 57 AGGREGATE. MAXIMUM DENSITY AS PER PASHTO T-180. CONFLICT WITH NEW GRADE, NEW OR ALTERED ROADWAYS, SIDEWALKS, DRIVEWAYS, 4. 15' MAX. (12' MIN.) FOR PIPE DIAMETER LESS THAN 24' AND 24' MAX (12' MIN) FOR PIPE 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE OR STORM WATER IMPROVEMENTS. OCU FACILITIES TO BE ADJUSTED INCLUDE, BUT DIAMETER 24* AND LARGER WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY ARE NOT LIMITED TO PIPELINES, PUMP STATIONS, VALVE BOXES, AIR RELEASE VALVES, 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. UTILITIES. FIRE HYDRANTS, MANHOLE COVERS, AND METERS. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE 4. 75' MAX. (12" MIN.) FOR PIPE DIAMETER LESS THAN 24' AND 24' MAX (12' MIN) FOR PIPE FLOW. DIAMETER 24' AND LARGER 9. ONLY OCU SHALL OPERATE OCU WATER, WASTEWATER, AND RECLAIMED WATER T. BEDDING DEPTH SHALL BE 4' MINIMUM FOR PIPE DIAMETER UP TO 12' AND 6' MINIMUM FOR 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. VALVES. THE CONTRACTOR SHALL COORDINATE VALVE OPERATION WITH THE OCU PIPE DIAMETER i6' AND LARGER 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM 70 THE DIRECTION OF THE INSPECTOR. FOR OPERATION Of MAINS NOT OWNED BY OCU, ITIS THE CONTRACTOR'S 8. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING FLOW. RESPONSIBILITY TO COORDINATE WITH THE APPROPRIATE UTILITY REPRESENTATIVE. ROCK BELOW THE PIPE. UTILITIES SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF 7. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATON 70. CONSTRUCTION ACTIVITIES SHALL NOT CAUSE INTERRUPTIONS IN WATER, 9. FINAL RESTORATON IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICAOLE WITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF WASTEWATER, OR RECLAIMED WATER SERVICE. THE CONTRACTOR SHALL REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGE RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION COORDINATE PRE-APPROVED INTERRUPTIONS OF SERVICE WITH THE OCU INSPECTOR COUNTY RIGHT-0F-WAY SHALL COMPLY WITH REQUIREMENTS OF RM UTILIZATION SPECIFICATIONS. 7 WORKING DAYS IN ADVANCE. REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. ORANGE COUNTY UTILITIES ORANGE COUNTY UTIUTES ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL ORANGE COUNTY UTIUTES - STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENOIXA STANDARD DRAWINGS GENERAL APPENDIXA STANDARD DRAWINGS GENERAL APPENOIXA STANDARD DRAWINGS GENERAL APPENOLXA STANDARD DRAWINGS GENERAL Feb ary RESTRAINED PIPE TABLE FIGURE A'104'I F binary 2ott GATE VALVE AND BOX FIGURE A107 Febm ry tt 2ott TYPICAL VALVE BOX COVER FIGURE A110 DATE: FebrvarDo CC Do Go 00 y 11, 2011 THRUST COLLAR (150 pstJ FIGURE A705-1 WATER AND RECLAIMED WATER MAINS WATER AND RECLAIMED WATER MAINS .......... ............. ..... ........... . . _ _-....._.. ..__...._ ___.. ____ ._ . _._.._.._ _ ._._.._._.. .. ._.. _. ......_. .. ... ............. ... ... ...._.... .....__._ __....._._.. -. ___....__ WATER AND RECLAIMED WATER MAINS ... .. ..._._...... ... _. __.__.. .. .. ... ............................. .......... ... ..._......_..... .._.__. .. ..._. ._._.. _.._._ . ........ ........... SET TOP OF VALVE BOX MINIMUM LENGTH TRENCH DRILL HOLE IN BOX 70 FINISHED GRADE 00000000000 (FT)70 BE RESTRAINED ON EACH SNE OF FITfING(S) LIMITS _ 3Y}"FROM TOP DDD -----_-PIPE SIZE m �LOOP WIRE (SEE NOTE 4) 0❑ DO � VALVE BOX PAD TYPE PVC DIP FINISHED GRAD SEE FIGURE Ati2 ❑ ❑ ❑ ,Y4 BARS Q 6' O.C. ALL I COMPACTED SELECT ED❑O❑4"6'8"10'12'76'2D'24"30'36'ADJUSTAOLESCREWAROUND(MIN2'CLEARANCECOMMONFILL❑❑❑TYPEDUCTLEIRON❑❑❑90°BEND2536465564657769105720TYPICALLOCKING VALVEBOX❑v❑❑BOLT 45°OENDt0151923262732374450MIN(TVP)O❑O❑22-1(2°BEND58917737315782724SEENOTE2vvv❑TEROS(ASTMA307B)ALIGNMENTRING 0 0 O ❑ it-7/4° BEND 3 4 5 6 8 7 8 9 10 12 INCLUDING NUTS AND WASHERS PLUG OR BRANCH 4' X 4" X 7/2' STEEL (SEE SCHEDULE BELOW) Q D Q O O ❑ a ❑ 53 74 97 777 135 138 166 194 231 265 LOCATING WIRE RESILIENT SEAT ❑ ❑ ❑ O O ❑ ❑ ❑ ❑ ❑ OF TEE BEARING PLATE C MECHANICAL M. J. GATE VALVE � ❑ O O ❑ O O O O ❑ ❑ ❑ VALVE 27 38 49 59 68 69 83 97 116 133 (TMP) � � � JOINTS NATE CONIRACiOR TO USE CITY OF OCOEE DETAIL LTOY. ❑ ❑ ❑ ❑ ❑ ❑ ❑ O 0 ❑ O 0 VARIES BY SIZE; TO BE DETERMINED BY THE � BARS - -'SFE SHEET tai FOR �� ❑ ❑ O� O D O REDUCER DESIGN ENGINEER Opp SEWER O O O QDGQaDDDDooG ❑oOaDD❑Do❑ NOTES: UNDISTURBED WATER MAIN t. FITTINGS SHALL HAVE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. EARTH--- OR RECLAIMED O D O O 00000 O O 0 0 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN ENCASE TIE ROOSIN D (9'-0' MIN) SEE TRENCH DETAILS WATER MAIN ❑ p 111.10 0 p D LENGTH SHOWN IN THE TABLE 1-1/2' PVC SLEEVE --) FOR PIPE BEDDINGVALVE BOX SHALL REST ON 3 COVER 6' FDOT',t57 0 0 0 0 O O D 0 D 3. WHERE TNO OR MORE FITTINGS ARE IN SERIES, SELECT FITTING RESTRAINT LENGTH REQUIREMENTS REDOING ROCK NOT ON VALVE 0 ❑ O O 0 p p O ❑ ❑ ❑ WASTE WATER THAT YIELDS THE LONGEST RESTRAINT DISTANCE. S70NE OR PIPE AND SHALL BE O O O O O O O ❑ ❑ O Q ❑ 4. ALL INLINE VALVES SHALL BE RESTRAINED. CENTERED ON OPERATING NUT 000 ❑ Cl ❑ 5. WHERE INTERNAL RESTRAINED JOINTS ARE USED, THE ENTIRE BELL SHALL BE ❑ ❑ ❑ WATER 0013 PAINTED RED. NOTES: SCHEDULE OF DIMENSIONS AND MATERIALS ❑ ❑ ❑ ❑ ❑ ❑ 6. LENGTHS SHOWN IN THE TABLE WERE CALCULATED IN ACCORDANCE WITH 7. ADDITIONAL REINFORCEMENTS SHALL NOTES: O 130 O O p p D p 1300 PROCEDURES OUTLINED IN'THRUSTRESTRALNT DESIGN FOR DUCTILE IRON PIPE" BE AS SPECIFIED BY THE ENGINEER PIPE DIMENSIONS (FT.) TE RODS READ 1. PVC PIPE OR DUCTILE IRON PIPE EXTENSIONS SHALL NOT BE USED ON VALVE 80X 0000000000 GUIDELINES PUBLISHED BY DIPRA, USING THE ASSUMPTIONS SHOWN BELOW: 2. MINIMUM COMPRESSIVE STRENGTH INCHES INSTALLATION. ❑ ❑ p ❑ ❑ 0 FOR CONCRETE SHALL BE 3000 PSL (INCHES) A B C D DIA NO. 2. THE VALVE ACTUATING NUT SHALL BE EXTENDED TO BE WITHIN 3' OF FINISHED GRADE. O O ❑ � ❑ WORKING PRESSURE: 750 PSI 3. BEDDING, BACKFILL AND COMPACTON 6 2.0 2.0 7.0 3!4 2 3. PROVIDE A PLASTIC DEBRIS SHIELD /ALIGNMENT RING WHICH INSTALLS BELOW THE SOIL DESIGNATION: SM (SAND SILT) SHALL 8E AS SPECIFIED ELSEWHERE IN 8 2.5 2.5 7.0 3!4 2 VALVE ACTUATING NUT. THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE LAYING CONDITIONS: 3 THE STANDARD DRAWINGS. 70 3.5 3.0 1.0 3/4 4 ACTUATING NUT AND MINIMIZE INFILTRATION. POTABLE WATER DEPTH OF COVER 33 F7 4. ALL FORM BOARDS SHALL BE REMOVED 12 5.0 3.0 1.0 3/4 4 4. LOCATING WIRE SHALL BE CONTINUOUS WITH NO SPLICES AND SHALL EXTEND 72'ABOVE SAFETY FACTOR 1.5 PRIOR TO BACKFILL 76 6.0 4.0 1.5 3/4 4 TOP OF COLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY INSTALLED. CONVERSION FACTOR FOR PVC PIPE: 7.25 5. NO ALLOWANCE SHALL BE MAGE FOR S. FOR NEW CONSTRUCTON, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO 20 8.0 5.0 1.5 3/4 6 FRICTION BETWEEN THE PIPE WALL ALLOW FOR FUTURE BOX ADJUSTMENTS. 24 9.0 6.0 1.5 3/4 B THE DESIGN ENGINEER SHALL INCREASE THE VALUES IN THE TABLE AS WARRANTED AND THE THRUST COLLAR 6. REFER TO FIGURE A111 FOR INSTALLATIONS ATA DEPTH OF 6' OR GREATER. NOTE: ' NOTE THpUET C-R-B TO BE COMPUTED IXI BAEi40F BY SITE-SPECIFIC SOIL DESIGNATIONS, LAYING CONDITIONS. PIPE MATERIAL, ETC. 6. DESIGN PRESSURE: 750 PSI. xaoO LBS/Sp soil AE-BEARING. t. LOCKING LIDS ARE REQUIRED ON ALL VALVE BOXES. FOR DIP ENCASED IN POLYETHYLENE. INCREASE THE GIVEN VALUE BY A FACTOR OF 7. REQUIRED FOR LINE STOPS. 125. 11 IN ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE F b ary 11 2011 SEALED VALVE BOX, ADJUSTABLE FIGURE A111 _. ...._. ..... . .............. ...__._.--- - LOCKING VALVE BOLT BOX LID STANDARD VALVE BOX ( I ALIGNMENT RINGN�l I I I — �SLIDING ADJUSTER NOTES: 1. FOR ALL MAINS W DEEP OR GREATER. 2. FOR MAINS 16' IN DIAMETER OR GREATER REGARDLESS OF DEPTH. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL DATE: Febmaryn, IDit SEPARATION REQUIREMENTS FOR FIGURE A116 WATER, WASTEWATER AND RECLAIMED WATER MAINS NOTES: 1. THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTIONAND MAINTENANCE. THREE FEET OF HORIZONTAL SEPARATION IS THE MINIMUM FOR PIPES WITH THREE FEET OF COVER. FOR PIPES INSTALLED AT GREATER DEPTHS, PROVIDE AN ADDITIONAL FOOT OF SEPARATION FOR EACH ADDITIONAL FOOT OF DEPTH. 2. THE 18 -INCH SEPARATION REQUIREMENT APPLIES WHEN THE STORM PIPE CROSSES ABOVE THE OCU MAIN, AND WHEN THE STORM PIPE HAS A DIAMETER EQUAL TO OR GREATER THAN 24 INCHES. OTHERWISE, THE REQUIRED SEPARATION IS 12 INCHES. 3. THIS SEPARATION REQUIREMENT COMPLIES WITH MINIMUM FDEP SEPARATION REQUIREMENTS OUTLINED IN 62-555.314, FAC. VARIANCES FROM THE FDEP REQUIREMENTSMUST COMPLY WITH 62-555.314(5), FAC AND MUST BE APPROVED INDIVIDUALLY BY BOTH FDEP AND OCU. 4. DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE. S. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF SANITARY OR STORM WATER MANHOLE OR STRUCTURE. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL .NCRAL DATE Febma ry 11,2011 .VALVE BOX PAD FIGURE A112 24'X 24'8QUARE(ROUND OPTIONAL) CONCRETE OR POLYMER TOP FLUSH LOOP WIRE PAD TYP EACH VALVE BOX WITH FINISHED VALVE BOX AND j - \ GRADE /ASPHALT LOCKING COVER - '\- ( SURFACE rBASEVALVE BOX AND "� f COVER'SQUARE ) FOR RECLAIMED LOCATI \ O VALVE BO I WIRE WATER) AND COVER 6" THICK 2500 PSI - (TYP) '.(MIN) CONCRETE WITH 24' LL C4 REBAR CONTINUOUS IDENTIFICATION DISC (SEE NOTE 2) OR 4- THICK (SEE NOTE 1 AND POLYMER MIX MATERIAL DETAILS BELOW) INSIDE PAVEMENT OUTSIDE PAVEMENT APPROXY LETTERING TO BE MACHINE O.C.0 ENGRAVED WITH TOg AFC 6" MANUFACNRERANOS� CAP. LETTERS RW GV TYPE. WATER anon L-20 D11— NANONW—OFNm1S 2009 YEAR �J'MIN� IDENTIFICATION DISC 3•MW III{ i EXAMPLE F' AFc D.D.u� Wwcv i Atm - Lao H THEFT PROOF R009 ANCHOR PIN DISC TO BE HANGING IN THE BOX DISC TO BE EMBEDDED IN PAD ANCHORED TO THE LOCATING WIRE. OUTSIDE PAVEMENT INSIDE PAVEMENT NOTES: 1. BRONZE (OR STAINLESS STEEL) IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES, EXCEPT HYDRANT VALVES. 2. IN LIEU OF PRECAST CONCRETE PAD, A 6' THICK X 24" (ROUND OR SQUARE) POURED CONCRETE PAD WITH TWO #4 REBAR AROUND PERIMETER MAYBE USED. ORANGE COUNTY UTILITIES ; STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL nrrcnv,wn _DATE:. Febmary_71, 2077 ___ HORIZONTAL 8 VERTICAL SEPARATION REQUIREMENTS —FIRE HYDRANT FIBER MATERIAL BETWEEN PROPOSED POTABLE RECLAIMED WASTEWATER STORM SEWER UTILITY WATER WATER (GRAVITY B FM) O OVERALL HORIZ VERT HORIZ VERT HORIZ VERT HORIZ VERT POTABLE WATER 3 12' 3' 12' 6' 12' 3' 12718" NOTE 1 NOTE1d3 NOTE3 NOTE3 NOTE) NOiE163 N-3 RECLAIMED 3' 12' 3' 3' 3' 12"/18" WATER NOTE,63 NOTE3 NOTE1 12' N3' 1 t2" NOTE1 NOTE2 WASTEWATER 6' 12" 3' 3' 3' 12718" (GRAVITY AND FM) NOTE3 NDTE3 NOTE1 12° NOTE1 12' NOTE' NOTE2 RIGHT OF WAY N/A 3'NIA NIA WA NIA NOTE' N mi Nom' NOTES: 1. THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTIONAND MAINTENANCE. THREE FEET OF HORIZONTAL SEPARATION IS THE MINIMUM FOR PIPES WITH THREE FEET OF COVER. FOR PIPES INSTALLED AT GREATER DEPTHS, PROVIDE AN ADDITIONAL FOOT OF SEPARATION FOR EACH ADDITIONAL FOOT OF DEPTH. 2. THE 18 -INCH SEPARATION REQUIREMENT APPLIES WHEN THE STORM PIPE CROSSES ABOVE THE OCU MAIN, AND WHEN THE STORM PIPE HAS A DIAMETER EQUAL TO OR GREATER THAN 24 INCHES. OTHERWISE, THE REQUIRED SEPARATION IS 12 INCHES. 3. THIS SEPARATION REQUIREMENT COMPLIES WITH MINIMUM FDEP SEPARATION REQUIREMENTS OUTLINED IN 62-555.314, FAC. VARIANCES FROM THE FDEP REQUIREMENTSMUST COMPLY WITH 62-555.314(5), FAC AND MUST BE APPROVED INDIVIDUALLY BY BOTH FDEP AND OCU. 4. DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE. S. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF SANITARY OR STORM WATER MANHOLE OR STRUCTURE. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL .NCRAL DATE Febma ry 11,2011 .VALVE BOX PAD FIGURE A112 24'X 24'8QUARE(ROUND OPTIONAL) CONCRETE OR POLYMER TOP FLUSH LOOP WIRE PAD TYP EACH VALVE BOX WITH FINISHED VALVE BOX AND j - \ GRADE /ASPHALT LOCKING COVER - '\- ( SURFACE rBASEVALVE BOX AND "� f COVER'SQUARE ) FOR RECLAIMED LOCATI \ O VALVE BO I WIRE WATER) AND COVER 6" THICK 2500 PSI - (TYP) '.(MIN) CONCRETE WITH 24' LL C4 REBAR CONTINUOUS IDENTIFICATION DISC (SEE NOTE 2) OR 4- THICK (SEE NOTE 1 AND POLYMER MIX MATERIAL DETAILS BELOW) INSIDE PAVEMENT OUTSIDE PAVEMENT APPROXY LETTERING TO BE MACHINE O.C.0 ENGRAVED WITH TOg AFC 6" MANUFACNRERANOS� CAP. LETTERS RW GV TYPE. WATER anon L-20 D11— NANONW—OFNm1S 2009 YEAR �J'MIN� IDENTIFICATION DISC 3•MW III{ i EXAMPLE F' AFc D.D.u� Wwcv i Atm - Lao H THEFT PROOF R009 ANCHOR PIN DISC TO BE HANGING IN THE BOX DISC TO BE EMBEDDED IN PAD ANCHORED TO THE LOCATING WIRE. OUTSIDE PAVEMENT INSIDE PAVEMENT NOTES: 1. BRONZE (OR STAINLESS STEEL) IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES, EXCEPT HYDRANT VALVES. 2. IN LIEU OF PRECAST CONCRETE PAD, A 6' THICK X 24" (ROUND OR SQUARE) POURED CONCRETE PAD WITH TWO #4 REBAR AROUND PERIMETER MAYBE USED. ORANGE COUNTY UTILITIES ; STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL nrrcnv,wn _DATE:. Febmary_71, 2077 ___ a'Hnu'YCU ulViYY1NbJ UtiVtIWL . FIRE HYDRANT ASSEMBLY FIGURE A203 —FIRE HYDRANT FIBER MATERIAL BETWEEN APPROX 7.5'X 3.5' MIN 6' THICK CONCRETE /—EXPANSION FIXED CONCRETE EDGES (TYP) SHEAR PAD WITH EDGE OF PAVEMENT FIBERMESH I TTO 5' I SIDEWALK 15.� CONCRETVALVE BOX E / CURB r ROAD COMPACTED BACKFILL DUCTILE IRON CONCRETE —ANCHORING TEE DI ANCHORING VALVE (REQUIRED AT COUPLING ANCHORING TEE) FOOT 957 STONE (6' MIN) SIDEWALK SIDEWALK —FIRE HYDRANT FIRE HYDRANT ASSEMBLY 90°BEND ASSEMBLY EDGE OF PAVEMENT EDGE OF PAVEMENT POTABLE WATERMAIN POTABLE WATERMAIN STANDARD CONFIGURATION ALTERNATE CONFIGURATION NOTES: 1. CENTER OF THE FLANGE CONNECTION SHALL BE 5' FROM THE TOP OF THE SLAB. 2. BARREL COLORS: PRIVATE HYDRANTS - RED; PUBLIC HYDRANTS -SILVER 3. BONNET COLORS: TO BE DETERMINED BY FLOW TEST. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL DATE[ Febmary 11, 2011 UTILITY MAIN MARKER FIGURE A113 COLORS FOR DECALS SHALL MATCH THE MARKER COLOR (SEE NOTE 2) WHITE CAP SOLVENT WELD C A P L U 1 I T P N \ I E E O OVERALL N VIEW CALL BEFORE DIGGING DISTANCE / X TO MAIN i AGROUND LEVEL CONCRETE BASE ,r �{ T - NOTES: 1. MARKERS ARE REQUIRED WHEN UTILITY MAIN IS LOCATED OVER 30 FEET FROM EDGE OF PAVEMENT OR IN AN EASEMENT NOT ADJACENT TO THE RIGHT OF WAY. 2. MARKERS SHALL BE 4' DIAMETER SCH. 80 OR DRi8 PVC: BLUE FOR WATER; GREEN FOR WASTEWATER; AND PANTONE PURPLE 522C FOR RECLAIMED WATER 3. MARKERS SHALL BE PLACED AT ALL DIRECTIONAL CHANGES AND AT ALL VALVES EXCEPT WATER VALVES NEAR FIRE HYDRANTS. ADDITIONAL MARKERS SHALL BE INSTALLED AS NEEDED SO THAT THE DISTANCE BETWEEN MARKERS DOES NOT EXCEED 1000 FEET. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: Febmary 11.2011 PIPE LOCATING WIRE FIGURE A114 .._. ........._ __ ....___.__ ._.___... ........... .. _ ..._..__...__. LOCATING WIRE FINISHED GRADE O WATER, WASTEWATER, NYLON STRAPS ' " OR RECLAIMED MAIN 3 PER JOINT (SEE NOTE 1) LOCATING WIRE NOTES: 1. ALL PIPE SHALL REQUIRE INSULATED LOCATING WIRE (10 GAUGE SOLID COPPER) CAPABLE OF DETECTION BY A CABLE LOCATOR AND SHALL BE WRAPPED WITH NYLON STRAPS TO TOP CENTERLINE OF THE PIPE. 2. LOCATING WIRE SHALL BE CONTINUOUS INSIDE VALVE BOXES AND SHALL EXTEND 12' ABOVE TOP OF COLLAR. 3. WIRE INSULATION SHALL BE COLOR CODED FOR THE TYPE OF PIPE BEING INSTALLED. a' 0 N z 0 E kG'P ST O ( � uo o0 ¢n NO O) y� _ ZQ Lu 00 (///C) M V 0L Q 0 Q D J p Q UN LL 0d CW ^ ' G W VJ 2 U) W 0 Q W rUn Or Q W LNLO 0 f O U U SHEET NUMBER C8.1 4TF ORANGE COUNTY UTIUTIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL DATE: Pebwary 11.2011 O° �z Zo w Of w U [C W �w m 10(MIN) UTILITIES EASEMENT of O a &3 FIRE LINE MASTER METER AS �Z a w m T Y W N Z 0 w U 2a Q LL im 4 COURSES (MAX) OR MIN 5" TO a w� y 02 w w N O U n N Om O LL W SEMBLY ...._.... U FIGURE A204 .. _..._.._ ................... w m to o z �O WYE WITH ' rz< j waw �-o 4 COURSES (MAX) OR MIN 5" TO z ¢ wg BEND ND w NCm at HEAT SHRINK SEAL [Gdw O1`O to Fa� z�� 3 -t0 � Omw a Q [r � � tC 4'-0' MIN F<Jd UtWj1w = W t~t1� O W Z APPROVED LINER d.?a UFO m ,z'0w tear Fad S: a>3� mz t - Zama +�wa°-tn rn �I'�sx oy ro p w S N 0 Q K W m m U u'miQ SPECIFICATIONS ��¢w�aww¢a �r~/1 F� =,wZFO tO—ilaltxnw xwo, wwrw u10 1-F� t''aEa wwm3=w¢wa Qj � 60 ��Ua12 NO aN =W[CQ2� W Z Oxa ~ as UFFmw U'O¢Ww aao�m mw> yzwa<Oaxwj a ?- K jZ¢�LL~LLI a O wC wz Z1-: ¢¢wwm oFwOa zE z ¢" K.M-LL"w ZW O(-w.'QZ o�pmacwiYmw5 a yz � Ux a<– > >No�W w�a�3te ami O 0 w w F 2 6 Q d N Q O I Q 2.- mmv ORANGE COUNTY UTIUTIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXA STANDARD DRAWINGS GENERAL DATE: Febwary 11 2011 STANDARD MANHOLE FRAME AND COVER FIGURE A304 RAISED 1-1/2' LETTERS FLUSH WITH TOP OF COVER OY BOUNTY CCMb S8 �p SANITE py 0 mN °Ry —SEW � oe 4D pP� 2 -NONPENETRATING R COUNTY F1' PICK HOLES PLAN ssya• MACHINED 'I{I MATING SURFACES IL J f� ` 1-12'MIN u -ye 43/4' MIN ELEVATION NOTES: 1. ONLY APPLIES TO UTILITIES OWNED AND MAINTAINED MANHOLES. 'ORANGE COUNTY' SHALL NOT APPEAR ON PRIVATE MANHOLES. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL DATE: Febmary 11, 2011 PRECAST CONCRETE MANHOLE FIGURE A301 .__..__....-._ ...._._.__ _................ _..._ ......... ......... . _ . _...._... SET COVERS FLUSH IN —MANHOLE FRAME &COVER PAVED AREAS (SEE STANDARD DETAIL) FOOT A 57 STONE 2" MIN INSIDE WALLOUTSIDE WALL PRE -PRIMED JOINT SURFACES PRE -PRIMED PRE -MOLDED PLASTIC JOINT JOINT SURFACES SEALER, APPLIED TO BOTH COMPLETED LIPS JOINT WITH SQUEEZE -OUT SQUEEZE -OUT, MIN k' INTERIOR AND EXTERIOR NOTES: 1. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24* OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAIL. 2. ECCENTRIC CONE DESIGN MAY BE USED FOR CONFLICT RESOLUTION WITH OCU APPROVAL. 3. A FLOW CHANNEL SHALL BE CONSTRUCTED INSIDE MANHOLE TO DIRECT INFLUENT INTO FLOW STREAM. 4. LIFT HOLES THROUGH STRUCTURE ARE NOT PERMITTED. S. WRAP TIGHTLY AROUND CASTING JOINTS AND APPLY HIGH INTENSITY PROPANE TORCH TO EFFECTIVELY SEAL THEM FROM GROUND WATER INFILTRATION. 6.HOPE ADJUSTING RINGS MAY BE SUBSTITUTED FOR BRICK RISERS. 7. SECTION HEIGHTS VARY AS REQUIRED, AND AS AVAILABLE, FROM APPROVED MANUFACTURERS LISTED IN APPENDIX D. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL DATE F binary 11 2011 3Ie WYE WITH 6'ORANCH 6'45' (TYP.) BUILDER'S PLUMBER (SEE NOTE 7) CURB(SEE FINISHED 3 =WER MAIN to '�—FRAMES BEDDED IN MORTAR 1'-6' MIN WYE WITH ' 2 COURSES OF BRICK (MIN) 3'-0' MAX 8' za 4 COURSES (MAX) OR MIN 5" TO EXTERNAL MANHOLE — BEND ND MAX 10" HDPE ADJUSTING RING HEAT SHRINK SEAL (TYP) SEE NOTE 5 4'-0' MIN 5" MIN APPROVED LINER PER SPECIFICATIONS O.6D (EFFLUENT PIPE DIAMETER) BENCHING PER L2` MIN CONCRETE WITH ADMUC SPECIFICATIONS MIN FOOT A 57 STONE 2" MIN INSIDE WALLOUTSIDE WALL PRE -PRIMED JOINT SURFACES PRE -PRIMED PRE -MOLDED PLASTIC JOINT JOINT SURFACES SEALER, APPLIED TO BOTH COMPLETED LIPS JOINT WITH SQUEEZE -OUT SQUEEZE -OUT, MIN k' INTERIOR AND EXTERIOR NOTES: 1. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24* OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAIL. 2. ECCENTRIC CONE DESIGN MAY BE USED FOR CONFLICT RESOLUTION WITH OCU APPROVAL. 3. A FLOW CHANNEL SHALL BE CONSTRUCTED INSIDE MANHOLE TO DIRECT INFLUENT INTO FLOW STREAM. 4. LIFT HOLES THROUGH STRUCTURE ARE NOT PERMITTED. S. WRAP TIGHTLY AROUND CASTING JOINTS AND APPLY HIGH INTENSITY PROPANE TORCH TO EFFECTIVELY SEAL THEM FROM GROUND WATER INFILTRATION. 6.HOPE ADJUSTING RINGS MAY BE SUBSTITUTED FOR BRICK RISERS. 7. SECTION HEIGHTS VARY AS REQUIRED, AND AS AVAILABLE, FROM APPROVED MANUFACTURERS LISTED IN APPENDIX D. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL DATE F binary 11 2011 3Ie WYE WITH 6'ORANCH 6'45' (TYP.) BUILDER'S PLUMBER (SEE NOTE 7) CURB(SEE FINISHED 3 =WER MAIN to ZE VARIES CLEAN-OUT WYE WITH ' (TYP) 6°BRA NCH DOUBLE 6 I j�� WYE WITH l BEND ND 6'BRANCH 4)�tel• 1 (TYP.) TEMP. PLUG (SEE NOTES 2 AND STAKE TO SHOW LOCATION OF TEMPORARY PLUG. (TYP.) SLOPE TO TERMINAL DEPTH ROTATED SPRING LINE LILUP) BUILDER'S 30' (TYP.) SEWER SEWER MAIN PLUMBER (SEE TEMP PLUG NOTE 7) (TYP.) (SEE NOTES 2 AND 7) _ SINGLE I DOUBLE LOCATOR BALL LATERAL I LATERAL 6'MAX BELOW PIPE (TYP) SEE NOTE 4 NOTES: 1. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. 2. SERVICE LATERAL SHALL BE CAPPED BY DEVELOPER'S SITE -WORK CONTRACTOR 3. WYE TO BE NO SHALLOWER THAN 3 -FEET AND NO DEEPER THAN S -FEET. 4. LOCATOR BALLS TO BE INSTALLED BY DEVELOPER'S SITE -WORK CONTRACTOR, ONE PER SERVICE. 5. ALL FITTINGS SHOWN ARE TO BE INSTALLED. 6. SERVICE CONNECTIONS SHALL BE PERMANENTLY MARKED BY CUTTING AN "S' IN THE CURB DIRECTLY OVER THE LATERAL. 7. BUILDER'S PLUMBER WILL REMOVE PLUG, INSTALL CLEANOUT, AND CONNECT SERVICE LATERAL TO HOUSE. ORANGE COUNTY UTIUTIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL DATE: Febmary 11, 2011 GRAVITY MANHOLE CONNECTION FIGURE A302 -__.__.. _..._ _ ------ _.. ._..... .... . ......_ ., PRECAST MANHOLE WALL TEE s INFLUENTSEWER PVC PLUG WITH TOP HALF (SEE NOTE 2) AREA OPEN 6' CONCRETEENCASEMENT INLET CONNECTION AT INVERT 1 OF VERTICAL PIPE DROP PIPE (SEE NOTE 1) 2- 90' BEND GRAVITY OUTSIDE DROP CONNECTION (NEW MANHOLE) z 6" MI #4 90' HOOK AT W O,C.E.W. GRAVITY OUTSIDE DROP CONNECTION (EXISTING MANHOLE) PRECAST STAINLESS STEEL BAND PRECAST MANHOLE STAINLESS STEEL PIPE CLAMP MANHOLE WALL WALL PVC CAST IN-PLACE SEAL PVC ESILIENT CONNECTOR NEW AND EXISTING MANHOLES NEW MANHOLES ONLY STANDARD CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER 2. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT LINES WHICH HAVE AN INVERT TOR MORE ABOVE THE MANHOLE INVERT. 3. CONTRACTOR TO COORDINATE THE PRESENCE OF UTILITIES INSPECTOR DURING CORING AND CONNECTIONS TO EXISTING MANHOLES. z O rn w 0 N N 2 a 0 C, W zw Y� C) Z <1-- D 00 00 W fy CD 7Q N<Z �/ ry Q O U) Q 0 J o Q UN cJ J W W � W cf) 73 C U) W O Q WIn /�U/ O W ry w L.L OU O O H U SHEET NUMBER C8.2 o a Oom trach F Potable Reclaimed unitary Sew Storm Sewe a r - arms Tedd, wtlN EdetFg (lade (r -Med Vert. Horiz Vert. o arced on PIP. 014 S.%. nn ee t (Other)Reclaimed ' Vdw am and CmIn. bush .Ith Mthed 9' - IaMerfng elm and PaE tErrmixoxaTas: 9rded Sanitary 1. Utteringshelf WPB. an three (3) eidm of Ne pipe/main and ran 3' 12' Sewer Ne IntFa length of the pip•/mala. 2 Lettering e.11 be . minimum ,f 3/4' h h.k},t and shag be aligned Pra kle a. m,Umme Storm Sewer yIth Ns trenewne IIngN of Pipe/mdn. Nth no gnat. thIn 21' loop of b Ng E . PCFg. 3. L,dfering meet be pemaantly knpregnotaa Into the pipe/main, not painted . el 2{Vd verso a d aI !ming .kw M vets bed 3 � x � Vdw F Paemmt �c n - a- FDI mt� out bps NTS g` Tb r N4 e Obv Bram Jo 7r (lips) mM'M h ax,vee = 2.5" to 4' •7• 3' ¢O H m 1r Olvnad Nu, anvel. Rak edtlin9 -�- �mMlnan v a o a Vdw eor and Cmc N � o 9 a Two (2) 6' Tapes along bath e(tlm of top half of pipe. v4 Undbturb.d E.N Plpe b 6' mra�ved rnb V c E n E c 72' Paa = n Son Noel • 4a. e 1 4on • e WW C - xorEs: 9L Ste el Ne mels sz I_T_ If 2 Tmcin9 .ire end arer dl mol. Pk4 brand,. (Indodhg fee hYdrante) and vets. conne.Uon. Ydn t Yah e YOM Type SrMta. saes, ILdatne0 _ 1. Pipe bedding materiel and banM baddN ehan be "eat (dean) In canpaeled to 9= (gas h rad•sY) of m �� . a v g1L.h.Tc Oksdlm b °Pei aim 1 of Tom , ��: •: Diameter - 20' and larger Na mmdmum dmelty m Per AASNTa i-190. 2 Con"elar "'d Fsedl auMed rerk or Int _ _ %1_l bedding malerkd) .sae pipe bedding don not prods valid support ()(.IL or PIa.Ue). pWth at mnterlal mall be a - - minimum f 8', . m neded, }e pm.td-yldtlhq far Ne pips AN uneuI I matedd =I be Ynl w M xnn-Feta. m wamFn Tem N.TS WARNNG TARE hon Pi q bcldNg unl- epecki praNaime are b6g. NTS u E W Wawdd 3. Eeawlea d p¢u ll"'a" mall be vtllNent _ a .=Min F vim for haunts ampodm, but shag be no greater Ionp than /5' an od, elde of pito. far plpo i® than 21V in waRNxc Tape xOTEs: - L Aaneler (24' for pipet 24 h dhnat. er greaten) t. emnm MInVliatlan dlee shell he reNked 1a an alae 1B' and bin ♦ Wales shall not be Pmmittd In bond, be durFq aneWcUa,. lagan n m requFW by the City. 2 Emct shape and elz. of bronze dlo 0 be Wprowd by the City. - S Pipe Me ehvn be In"Id Mth bell Bt1hg fotlng upgrade. e adty 0.9 have a W mimrock gsever inum bed. 3. Valw cell. shag be 24" x 24" x 6' far b- ells WPII.aVm4 and 18' % 19' x 6" d other loatlan. Connate for callar snag be fe' a 2,500 Psi minimum o 215 days S Valw bartooand all. andl be r above gmd4 with gmding "I'luaned mer V. Pipe Identification and Warning Tgge Detoii N.T.S. nam ur1" Tracing WireLocatinn N.T.S, ora un12 Pipe Bedding and Trench Detail N.T.S. seta enol Pipes/Mains Separation Requirement Table PPIPe !oh cola booed Potable Reclaimed unitary Sew Storm Sewe Y YCF (Cerro) Mo. ch I) Vert. Horiz Vert. E 3' 12" 12" 3' 12'(D.I.P.)Potable3' (Other)Reclaimed No. 2 fn 12" 3' t2" _ = IaMerfng elm and PaE tErrmixoxaTas: 12' 3' 12" Sanitary 1. Utteringshelf WPB. an three (3) eidm of Ne pipe/main and ran 3' 12' Sewer Ne IntFa length of the pip•/mala. 2 Lettering e.11 be . minimum ,f 3/4' h h.k},t and shag be aligned Pra kle a. m,Umme Storm Sewer yIth Ns trenewne IIngN of Pipe/mdn. Nth no gnat. thIn 21' loop of b Ng _ PCFg. 3. L,dfering meet be pemaantly knpregnotaa Into the pipe/main, not painted . el 2{Vd verso a d aI !ming .kw M vets bed - s M Cellan. shallbe b• of aniradMg color to pipe/main cant. n - aklnv fL,ttW,,) flu TNN mM Wks g` Tb Jo Yen (tyq) Yah (lip•) YOM (tae) = 2.5" to 4' cDiameter 3" Tapes cantered along the top half of plpe. • I wed T��wn Yat t Yoh Yah Diameter = 6' to 16" a Two (2) 6' Tapes along bath e(tlm of top half of pipe. ? E n E c 1. All Pipe ehan be installed .ith f 'OTAN wild app. tmdng wke. Tndng Mw muet be Metdfed dtsdly above • 4a. e 1 4on • e WW thepips F a antinae ebalt and braght to the surto. e Sao' ,larval. Ydn i __ YaF l e 2 Tmcin9 .ire end arer dl mol. Pk4 brand,. (Indodhg fee hYdrante) and vets. conne.Uon. Ydn t Yah e YOM - - 3. Trading wke aha eelend a mInlrn.. of Ir above groan Diameter - 20' and larger atra1utretl FtaVNe aid/er wive IId. 4. Tmdnq eke end be toiad and planed h a who ban and _ Three 3 6' Ta Alan to and hath 91de9 of to half of I () pca 9 P P P p� del ba wetly accmelbl. S t dead en& of rn.lr.r gacad j m wamFn Tem N.TS WARNNG TARE inAterwl. N. badn9 Nm h�an b. F: propedya f6envIIed PVL wive beta - xaTE6: 1. Topa alar Phdl be In Paolo,. with (come) ne m.b/pipe III - 2 TWeyletterhg ehag be t" h height Nth no greater in. 12' F „ 3. W�v vF9 Cepa end extend total Imgth of pip. Pipe Identification and Warning Tgge Detoii N.T.S. nam ur1" Tracing WireLocatinn N.T.S, ora un12 Pipe Bedding and Trench Detail N.T.S. seta enol Pipes/Mains Separation Requirement Table Vz h Ctla installed Updgh CoraStap (Sone Note 3) Potable Reclaimed unitary Sew Storm Sewe T QY ng Wye In Double Meter Horiz Vert Horfz Vert.rH Vert. Horiz Vert. Potable 3' 12" 12" 3' 12'(D.I.P.)Potable3' (Other)Reclaimed 12" 12" 3' t2" 3' 12" 12' 3' 12" Sanitary 6' 72" 3' 12" 3' 12' Sewer 111111111 Storm Sewer 3' 12" 3' 12" 3' 1 12' 71 NME6: I. Ther Coble wp ie Ns minknum saparaVm m Inen to m deenbed In F.0.EP. colo of the Flafda AdnlnbiroVw Cods 62-SSS314 (FAC.} Them eepaoUan requtrenante anal PraPo NltyyeProPaeed uNlty Mm Intl axieting err 2 Far the puryoee of dne Wb14 redoMed enter shag mean ravtrkted pubno amen reum west. m defined by FAG 17-810. Other types f ratlaMed soler, not treated to pubnv c yy�, "tvct IeW0. shale ean Mail beMeredmmw enag0. and the 3. a NlNr,atM A nteueta e nIn aL f. krigatlan. .hd be eonvlaered redalmed eater far eapamllan w w can ba 1--d by I... ng W Ip eht Nd, w held.Ne wlw wulte Ir bl_et boxes. vera Inde shell be long gn to be netmded /2' dowgrmnd * h:LW cc or arum al �dve me�aeurWdf mthe wlelae dlmenean of m"h P¢u/moh S Canrret. enoneed P (Pee mdues n• shdl the vepoo tlw of O.I.P. / e When minimum wrUed eWerdlon tram potdde enter eanne be aNiewd, the use of ane NII Imgth (2O') of 0JP. cmteratl at the aroeeinq shall be -1 eLl. 7. NI utnitlo i,tll be betaned elth 36" of cover ow the tut of pip. Cover ehd be measured Mth _mot or tubus egN pgto tabl.Inevtc0 38"awngthrou 1!a etrxucta. Pmatratim ihmu storm eeivv mus! tie opprow0 by Ne sly and b vb) to epadd -. dltks I and materhl. Pi) ee/Mains Separation Requirementquirement(Table)Detail N.T.S. omee W113 Volae Cg-,!T- . ollar Detail �m L T rrm.wrw, - SvcVm 1. NI pipe moil ""Ids the Ineta'*'- of (10 7HM7 cap". tna ' .Ire apoble of mtectlan by able Iocaling m. 2 TmcMq .Ire'hag be boded directly mow the baneverae cmtedble of the pip. 3. End(e)of they I=g etre ehdl be Intl, that Nm cIn wive vast abClo�r-aoRgbmi.r NYe B requYatl to extend a 1r minFopapmnabove fhld,ed grad. the type M pis shell be �r yuka�d•Yehall h- eamFg tope Indicollnq SAt to the tW omPipe m,deMon remallan the too of N the d pipe WE h.d;' . Cannel, Cella. �bned sed needy unm ed &.11. VAduollg Not for ger wive bed Vdw bas end, AdNeMmt RF real an t7"'g F not an valve PIP. ed shd be cm era In vol. Waratk,g nut I? sold Bedding (Rat) 1. PVC axtmdana ehdl at be need an wlw bax . 2 Th. '.W.ting mtimnut for where "'d be no deeper thou 24' fn ulate Ilnlehed Oras 3. When vow nu! 6 mon On -36' brim _d,wive bly ehdl Fdude cmt.r spacing quid. Gulde ehdl be apps by the alta Valve Box and Cover Detail N.T.S. 'save uuao Pioe Locatina Wire Detail N.T.S. a- anon Stan SerNm Pay."..I / Tubing sing I Meter- Bm and water Yet. (By qty) Serie, View with sinal, Meter flo TNNN Tracing U -&ad, Bnue H Wke to Yatd, (1 3/4' x 3 4) O' Angled Vz h Ctla installed Updgh CoraStap (Sone Note 3) Curb 5l eat Ena. of Ham T QY ng Wye In Double Meter OouinYvler voxd water Meta(By ab) ConRqumtlen maraean stop a FltWge (nvnndly AW% Type spm) CC Thor°da To Yetm m Aeee bl /la THHN hvcing 1vkv� rder to Y'td, smNa - SaMe4 PolyethNms Tubing, i' min. Put]. Strut Slow- Steel Water Yoh sedda Tanvina Sectivn !L-. 1. All ,hail W bmee wIN anmprambn-pads j lint qpa 2 No Ie Nao in. enoll exleal or tennhats under a ddvaeay. m Peter anem e d of e,eag temhvte Mth curb atop (90) lar dngl. votive and dam horn and a.b stops (9V)for dual .eMa. 4 Yet. and of m k. ahaU tertnhote 3' pmt afar Io..tit. ehmv .W. rad. unI- dLr td 'theme, extend 5 above MMhd grade Ued to a Y . 4' x 4' .take. If dtMed, eevlae oannetion ehvil be bund and l -td with an 2' x r % 4' p.hled mak.. Stake or mater drag Indiana lot(,) to berwd. ee e. Connate curb on I be mated (.W ped or saw -at) eiN'e lacvlMg aerdca & SerNm anneelbn to Ne maim shall uo apprawd oath. and =f mesh shall be by o method ahem a saki souped la 7. SwV- Island under f nn hd Pr adding pIm Pent ehd be dinctlandly drgled. e PUP•. Wprmd, dbat tap (no edd.) may be need an Wctq. Irm g. ss mese odor eh.11 be blue for Point[. eater and purl. (moganta) ran .d.Md enter. Utility (Water &U{ill(Water & Reclaim) Connection Detail Connection Detail N.T.S. aoeee W_ z 0 8 10-0 CD o wO 1 Oan a� N atin o� ¢ mto m Y ^ m0 Q J Q O LL LU LU J - W W Cn 73 U) W O Q W U a O (VwIlr ��t OW O U O Cf) r N U SHEET NUMBER C8.3 (A NORTH GRAPHIC SCALE IN FEET 0 20 40 so OVEPALLDEVELOPMENT PROPERTY LINE l E 4, J AE[h AT& �hh TOBEREl p=0EVE10 - — -- — -- — --- .. ........... . ........ LINE - - - - - - - - - - - - - - - - - - - - - - - - - - - z 0 R I A I APPROXIMATED D -.q N L i I W."'g /m TREES To BE REIK`v,. 1p. W�z %-V Z, . . ....... ..... J F�1 W. ...... P.1.111 LINE MIR) vi TREES TOBE wp. 11AIT12 CHl 5 !1,! 0 OAK'S SOUTHI OIKIg IIAKII 4 lll OiEl In -PR I HERRY13 7 0f 201; 3 0 Q 0 2 0 TREES TO BEy %X 10 TREEB�BE REMOVED. 4 < REMOVED. AK Zl 'm 21 114 0 A L , M1 Ol flT6 RRT I .:1 14 , J III, 7 2- 13 TREES To BE REM Typ. Z F, II 0 < 1 17 CHErl (D z ?III 21 23 INVASNETREE 24 28TO BE REMOVED III -2"6�29ry O.BE 7 �p. T ED 36 R'll 3 Tiwp. T 39 u- < TO BE REMOVED UJ c) U) cy- ui ui 73 ui MBE [A REMOVED 0 45 461 0 C I ) 48 5 -7. _77 ui CD m FT r! W-7�7 .... . .......... . 0 VERALLDEVELCPMENTT=E-t�!�----I - � � � f, .. , — < 0 lLINE Ml . ... ............... ....... . . . .. . ..... .................. ........ .... ..... ..... I Fl-- 0 0 T FOUNTAINS WEST BOULEVARD EXTENSION o cf) SHEET NUMBER 11-0.50 i OVERALL GEvaoPMENT PROPERTY LINE LTYP) FOUNTAINS !NEST BOULEVARD EXTENSION I 456' Fm SEL. b-14L(2X4U1 ADJ. PROPERY E2A=fE.R � TRS . 9 U✓DER9TORY E'ER 100 t -P _.. 14 TRIBES, = UNDtR5TORY TREES 8ICOKITNIXUS HEDGE (30' HT) NORTH 0GRAP2HIIC SCS IN so 01 1 2 2 O DO m Olio WN � 0 Q n } m at0 p� ¢ mo m rn zz Y r N z- < 3 in o a l:S Q O J LL o Q w W U c/) ui W W 75W O:E UO OU — W W QO d O O o U) r H- U SHEET NUMBER L1.00 LANDSCAPEREQUIREMENTS(pTY OF OCOEE LAND DEVELOPMENT CODE) —REQUIREDI PROVIDED fRg Iii EOTMO,.L NAME C4741M NAME PARKING LOT LANDSCAPE SEC. &14.C(2Xtl) 10% PAVED PARKING SF TO BE LANDSCAPE 12,458 SF x 0.10=1,243 SF 4,153 SF AMERJCMT 5PEST 61M •LANDSCAPE BUFFERS 1 MEE PER 4 PARKING SPACES 19 SPACES 5SMDETREES DO PUBUCRIGHT-0E-WAY BUFFER SEC. GI4.C(2)(b) 3 SOUTH:27REES,3UNOERSTORV TREES"W" CONTINUOUS HEDGE (37 HI) 705+100x2--14TREES 706+ 100 x 3= M UNDERSTORY/PALM CONTINUOUS HEDGE t4SHADETREES 22 UNDERSMRY/PALM CONTINUOUS HEDGE 25 A0.lACENT PROPERTY BUFFER SEC. 6-14.C(2XC) WEST.2 TREES, 3 UNDERSTORY TREES1100 LF CONTINUOUS HEDGE(3P HT) 565-100x2=19 TREES 565-100x3=29 UNDERSTORY/PALM CONTINUOUS HEDGE 16 SHADE TRIBES • 3 ON EAST BUFFER 25 UNDERSTORY•4 ON EAST BUFFER CONTINUOUS HEDGE ADJACEWPROPERIY BUFFER SEC. 6614.CM2 ) NORTH: 2TREES, 3 UNDERSIORY TREESIIOD LF CONTINUOUS HEDGE C" HT) 456-100x2=9TREES 458-1[0x3=14 UNDERSTORY/PALM CONTINUOUS HEDGE 9SHAOETREES 14 UNDERSTORY/PALM CONTINUOUS HEDGE ADJACENT PROPERTY BUFFER SEC. GI4.C(2XC) EAST: 2 TREES,3 UNDERSTORY TREESMOO LF CONTINUOUS HEDGE(3P 111) 771-100x2=16 TREES 771-100x3= 23 UNDERSTORYMALM CONTINUOUS HEDGE 16SHADETREES 23 UNDER6TORY/PALM CONTINUOUS HEDGE STRAIGHT, SR39LE LEAVER, FILL, PL R, NATIVE FOUNDATION LANDSCAPING CN I9 I-ATVIER. S2EROUSTRAIGH GEC. 61a.C(2%a) SO PERCENT OF BUILDING FACADE FACING R.O. W. 170 LF %0.5=85 SFXSFOOT WIDE IAN0.5CAPE AREA 421 SF LANDSCAPE AREA FDRAL' ,SINGLE LE STRAIGHT, SINGLE 1.111011, R,A.L. R •U NATIVE 1 TREENNDERSTORY PER =OFBUILDING PERIMETER 1TO1+30=26 TREES 9 TREES, 7 PALM TREES, 19 UNDERSTORYTREES TD IS NATIVE PLANTINGS BALD CYPRESS SEC. &10 I40% CFPLANTNGS REQUIRED TO BE NAIVE I ZM7T0TALPLANlNGSXO.40-9S9 1511 01 1 2 2 O DO m Olio WN � 0 Q n } m at0 p� ¢ mo m rn zz Y r N z- < 3 in o a l:S Q O J LL o Q w W U c/) ui W W 75W O:E UO OU — W W QO d O O o U) r H- U SHEET NUMBER L1.00 PLANTSCHEDULE EES �TLIlA PDR PULL PLANT eCFEAiE TREES fRg Iii EOTMO,.L NAME C4741M NAME O 1.5 6 1151ROMIDALOBA' AMERJCMT 5PEST 61M STRAIGHT, SINGLE LEADER, FLU, R. 01, NATIVE 006 25 MAGNOLIA GRAND IFL.ORA D.D. SLAW -HARD' TM 5CUTHER N MAGNOLIA STRAI6HT, SINGLE 1.1110111, 19 L R. 61, NATIVE PO IZ PLATAN/50CCIDENTALIS Ph®41LAN SYCAMOFE STRAIGHT, SR39LE LEAVER, FILL, PL R, NATIVE CN I9 I-ATVIER. S2EROUSTRAIGH LIVE OAK FDRAL' ,SINGLE LE STRAIGHT, SINGLE 1.111011, R,A.L. R •U NATIVE TD IS TAXOPIUM DISTCNJM BALD CYPRESS STRAL6NT, SINGLE LEADS, RX7_ PL 41, NATIVE �S PAIM.,TTREES Cmc Q. P�GAL_NEti f�HAME p i t E'S 14 SAEAL PALMETTO BASAL PALM 5� '+.V./ STRAIGHT, 5LIOr, UT HURRICANE C, FL MI, NATIVE 02=T= Sn�c gam' w,TAul..e� Areae �1uT,g - 7 ETRA16 ARPU" 12C-CIPIEN9 TM JAPANESE BLUEBERRY TREE y�4L S1RAI6HT, STANanARD, 6' CT, ML, R �i, F @ IE 59 ILEX X ATTENIATA EAST PALATKA' STRAI6NT, SINGLE LPAOER, RSL. TD EASE, FL EAST PALATKA HOLLY � Fl , NATIVE g G ���SSS L- m ,,UF riy € 3 `�•`••••++" �T.T! W LN RE 9 14 29 - - ATITT/UK-47W—W MIN, TiA-L, PL 61 LAGERSTROEMIA X HATCHES M)LTI-TR UN., 4 -TRUNK MIN, FULL, FL N PINUS ELLIOTTI 5� 16HT, SINS LEADER, PULL, PL YI, NATIVE TRIM FOW4.PANSE RVEtLMW K41TE GRAPE MYRTLE 5LA13H PRE + p i� Q= i�NAM y R 1 k1 O FS SI PORESTIELA SE6RE6ATA FLORIDA PRIVET 0 O MC 61 RILL, NATNA MLIHLMEER6IA CAPILLARI5 PINK MM.Y FULL' NATIVE O PM9 10 PoCoGARPUS MACROPHYLLUS P000CARFVS _ FILL TO BABA CLOSELY MATCHINS 1� PT 225 PlI T05PO14H TOBIRA VARlE&ATA' VAR105ATED PITT04POFZM mLL Q 513 M SPAR.TINA 9AKER1 SAND CORD GRASS FILL. NATIVE (D VA 74 VIBURNUM ODORA1I5SIMM'AWABUCI' AYLA95CI VIBL.WIM RSL O Vo 590 VIBURNUM ODORA115VKH 5PIMT VIBURNUM RAL .__ .. O 1/01 156 VIEIRMUM O90VATUM WALTE25 VIEFUBIM FULL. NATIVE, ZP 72 ZAMA FLORIDANA 0DONTIE PALM RX.I., NATIVE Q ZP2 K ZAMA FURFURACEA RAL CARDBOARD PLANT f fQYYl�.4 C� omc mThmo' COMMON NAME NO 9T1 DIANTHUS 019BIL15 DUE SUN FLOY82 RRL, NATIVE, VERY vmJsHr TOLERANT \� LP 141 TALUM CHI E! ^LE PURPLE P -E' Rh3+1.E PWE LOROPETALU4 RILL FULL 50124_,® cd= =c KCAL NAME COMMON NAME DP 15,709 SP DETENTION POND SE® MDC - LCRE 55 B/A PP 49,x75051 PA5PAUUM NOTATUM 'ARGENTLNE'ARGENTINE HAHIA6RA56 ROLLED TUSHT LOC% INSECT / P= / DISEASE / DEBW S FREE Pf7 67 32 SP PASPALUM NOTATUM 'ARSE LIE'ARGENTINE A EA0A6RS 100% IN_'2CT / M W / DI5EA5e / DEBWS FREE SOD 16)22 5F STBOTAPHRUM SECUNDAIUM PLORTAM FLORTMM ST. ALIGUSTRE SOD �1 TIGHT ROLLED, IOC% INSECT / VIEW / DISEASE / De MS FREE mlw M)LCH Cart TBD IBOTANICALICOM�m NAME. PLCRIM)LCH 01 1 2 2 O DO m Olio WN � 0 Q n } m at0 p� ¢ mo m rn zz Y r N z- < 3 in o a l:S Q O J LL o Q w W U c/) ui W W 75W O:E UO OU — W W QO d O O o U) r H- U SHEET NUMBER L1.00 OVERALL OC-VEAPNENT PROPERTY LINE (TYPJ r -- ++++++++++++++++++++++++++++++++++- ++ t++tt+++++++++++++++++++++++++++++ ++++++++++ +++ ++++++ +++ +++++++++++ ++++++++++++++++++ ++++++ + +++ +++++++++++++++ ++++++++++++++++++ + + + + } + } + + + + + + + + + + + + + +t+}+}++ ++ ++ +t+}}+ }+ ♦\\\\\\\\\\\\\\\\\\\\\\\\\\\\♦ +}++++++ +++ +t+ }+++ ++ }++++++ ++ }+}}} }++ ++ +++++++ ++ +}}}++++ + }}}t++ ++ ++++++ }+\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ ++++++ + +tt++ +1 +}+++ }} }}+ + ++++} } +++++\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\♦ 'F +++++ ++ ++++ + + �•In _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PLANT 5GHEDULE BUFFER IESa t� Pi Ba °..POFLLM TOHIRA VAFIPbATA' / VARIE6ATID PITT09PORLM LL a WO OL6 3 LLGIIIDAMSAR 9TlR'lIFLllA ROTHNDALOEIA' / AMERICAN 5/'O�T 611M MT "ODIPRA715VKH/ST VIEW404 0 Vo 156 VIIESR W U STRAI6Hi, SINGLE LEADER, FLLL., R Fl, NATNE 0 V01 60 VIEW" ANM /YALTERS VEfiWM M6 6 WYatlOLV+ GRAlmIFLORA DD. E.ML'FIARD' TM / 50UTFETRN MAGNOLIA RJLL.NATIVEo ST RAIGHT, SINGLE LEADER, ML" R al, NATIVE 50DF_� a= PO b PLAOGG TANS IDENTu1S / AMERIOAN SYCAMORE 5TRA16HT. ENSL E L.PSDM FTL L. R •I, NATIVE O CN 9 [i,9tGll5 YIR6INIANA 'CP.I}✓EDRPI.. / OAK U OL YILIVE STFUI6FRT, SINGLE LEAD6; flL.l., R , NATIVE DETENTION POND SEED MIX TD 4 / CYPRE6 TAXODLM, (PLANnNS/L1V SINSLE LE STRAIGHT, SINGLE LEADER, PIL.1, R 9, NATIVE M F PALMS (� �iLL w .LNOUS - 5oPT 111W PAW GIM VIR ATLM-9WITC4SRAS5 55 7 SABAL — PALM Z0 AA 9TRAI6FTT, suaC N//RRICANE GlT, R •I, NAME LdLf�47�Y CoIL G2L o LE 11 ILEX X AT'tEN)ATA EAST P KILL T L M, NATIVE STRAI6iiT. SINN1' LEADER, FIAL TO H.45E, R N, NATIVE ( 1 LN 19 LASMSTR4E41A X NATC IEZ / YHITE CRAPE MT lLE 14LTI-TRLR6' a -TK WC MIN, RAL, R N �4`}� � • -i PE 10 PINS BLIOPTI / 5LEAZ NF STRAIGFti, EN6LE LEADE"R, RLA,J.. R Fl, NAME i h r - ly1'- EN9TIN9 7FZ� TO RETIAIH (fl•P) g 71 ;� OVERALL DEVELOPMENT PROPERTY LINE (TYPJ v,A ARP}, LE -T LMMTUF L r 4,111 I OAK7a SPLITI2 OAK25 OAK SPII'I'15 µ{{�.-' NORTH GRAPHIC SCALE IN FEET 0 15 30 60 r+++ CHERRY8 OAKS Ij +++ -nIp ++ OAK15 SOUTHI2'�I cit OAK' +++ _ moi. OAK 7 2 OAKI ++ s- -`- �CHERRY'13 OAKiI,,. F++ ^,Irk. 1 PALM16 PAI_Ui4 /� CHERR 15 F CHERRYIO ROAK15 SPLIT9 & �I R a s ee® s-- s----- 0 v w 0® 0 e e a v Siwi-— — — — s 0-- v — r a. -- — — — — — — — — — — — — — —il _I _ — _ _ _ _ _ _ MATCHL INE: SEE SHEET L1.OZ z Ez 5 m 3J ^ ^ c4m Iom BOTAWGAL NAME / caF1AON NAME Pi Ba °..POFLLM TOHIRA VAFIPbATA' / VARIE6ATID PITT09PORLM LL a WO FILL J MT "ODIPRA715VKH/ST VIEW404 0 Vo 156 VIIESR W U 0 V01 60 VIEW" ANM /YALTERS VEfiWM vn LliLu RJLL.NATIVEo 50DF_� a= LU DP 17,4 SF DETERNON POND SEED MIX / - 95 LE/ACRE O O U OL DETENTION POND SEED MIX — W (PLANnNS/L1V IA6 1� AfWATAA: SWAMP MILKY® SA6ITTARIA LATiFOLIA caMMca ARROYFCAD Lli v, w .LNOUS - 5oPT 111W PAW GIM VIR ATLM-9WITC4SRAS5 Q 0 U Z0 0 d Iff-^^ o V/ >- u U SHEET NUMBER L1.01 --- - - 2 ++++ + ++++ + \+ ++++ + SY (r ++t + +t++++ + ++++ + }I l U ^ \• ++++++ ++++ + \\ + ++++ + f +++t +t+ ++++ + + ++++ + y a t+t++++ +++ + ++++ + + ++++ W r > v V o ++ +++++ ++ ++ E 8 +++++++ ++++ ++ } " " i W W " " W W "' " " " W W W W W +' +• +• i r W W W W :V,:,+++++ \\\\ ++ ++++ +++ ;: • r r W W W i r W W i i i i W i W W W W i r W W W r W \ ++++ + +t++ ++++++ +++++ + ♦\♦ +++++ + r r i W W W i i r W W i a i W r r r W W W r i r r .� \ +++ +'1'+'I'+++++ + \\♦ ++++ ++^:�r'� W W W W W W W W W W v v i W W W i W r W W W i W W W + ++++ + + ++++ W W W W W W W W W W W W W i W W W W i W W W W W W W A ++ v W W i r i r W i r i +++++++++ \. +++++ +++ . + W W W i i i W W W i W W W W r W W W W i W W W W W W W W f a o +++ ,+I,+++t{}+,�+ ♦++i+, +++ '�.``.W W i r W W W W r r W W r W W W W W r r W W W W r r W W 1 + + i r W W W W W W W ++++++++ ++++ + W W i i r W r W W W W W i i i W r W r W i W W W W .... ...... .. zE t++ ++++++++++ t t+++++++++++ + E W W r i W W r r i i W — n � ' V Y .. .. •.-ham _'_ ' s -? W e. .5 a� f...... —.__....._.. FOUNTAINS WEST BOULEVARD EXTENSION _ PLANT 5GHEDULE 51 TE Im= MATCHIJNE; SEE SHEETLi.01 a=BOTA .ICAs NAS / C_..: -.. NAME ++ ++ ++++ ++++++ +++++ ++ N NAME E E 4 TV ++++ + ++++++h++++++++++ ++ + +++ ++ ++++++++++ ++++ +++ ++++ ++++++++++++++++ 57 PORE517ERA 5ESR55ATA / FLORIDA PRIVET E c"c L5 9 LTRAI AM sTTREAVER, S / AM>fftIOAN SV T 611N1 W Fid.l.. NATIVE, i o tt co W LO Fl- M NATIVE SIN STRN6NfT, SINSLE LEAVER, F1M11., R. 1q, NATIVE mams MC 67 MhNLH�bih CAPILLAWS / PINK MMLY 1 n M6 IT ++ ++++ }} + ++ FV -I, NATIVE - 9TRA16HT, 91N6LE LG,OH2, NAL, R 10, NATIVE O PHS 10 +++ ++ A5GJEPV5 IN:AWLITA - SWAMP MILKNEED SAdITTARIA LATIFOWA - COTtHON AWOY+E.AD PO 6 PLATARS O060JENTAL19 / AMERIOAN SYCAMORE .IMOIS E-N1E15 - SOFT RISK PANICUH VIPGATLM - 5KrrC+16RAr6 +++++++++ + ((I�'T W V PILL TO BAE, OLO"-S.Y MATC406 _ U�/)� VJ SlRPJ64T; SINSLE LEADER, N71.1., PL MI, NATIVE V/Z PT 141 PRTOSPOfd/M TOBIRA YM2IE9ATA' /VARIEGATED PITT09PORLM O +++++++ +++ ++ 19 CLJEPrA5 VIR6IWANA YAT}EDRAL' / LIVE OAK ++++++ ++ +++ '^^ ' T./J ++++++ ++ ++ + + ++++++ +++ +++ + + STRAIGHT, SINSLE LEADER, R,LI-, FL 11, NATIVE �J --- - - 2 ++++ + ++++ + \+ ++++ + SY (r ++t + +t++++ + ++++ + }I l U ^ \• ++++++ ++++ + \\ + ++++ + f +++t +t+ ++++ + + ++++ + y a t+t++++ +++ + ++++ + + ++++ W r > v V o ++ +++++ ++ ++ E 8 +++++++ ++++ ++ } " " i W W " " W W "' " " " W W W W W +' +• +• i r W W W W :V,:,+++++ \\\\ ++ ++++ +++ ;: • r r W W W i r W W i i i i W i W W W W i r W W W r W \ ++++ + +t++ ++++++ +++++ + ♦\♦ +++++ + r r i W W W i i r W W i a i W r r r W W W r i r r .� \ +++ +'1'+'I'+++++ + \\♦ ++++ ++^:�r'� W W W W W W W W W W v v i W W W i W r W W W i W W W + ++++ + + ++++ W W W W W W W W W W W W W i W W W W i W W W W W W W A ++ v W W i r i r W i r i +++++++++ \. +++++ +++ . + W W W i i i W W W i W W W W r W W W W i W W W W W W W W f a o +++ ,+I,+++t{}+,�+ ♦++i+, +++ '�.``.W W i r W W W W r r W W r W W W W W r r W W W W r r W W 1 + + i r W W W W W W W ++++++++ ++++ + W W i i r W r W W W W W i i i W r W r W i W W W W .... ...... .. zE t++ ++++++++++ t t+++++++++++ + E W W r i W W r r i i W — n � ' V Y .. .. •.-ham _'_ ' s -? W e. .5 a� f...... —.__....._.. FOUNTAINS WEST BOULEVARD EXTENSION _ PLANT 5GHEDULE 51 TE Im= CRR a=BOTA .ICAs NAS / C_..: -.. NAME DP 1/179 x DETENTION POND S® mix N NAME E E J P5 57 PORE517ERA 5ESR55ATA / FLORIDA PRIVET E c"c L5 9 LTRAI AM sTTREAVER, S / AM>fftIOAN SV T 611N1 W Fid.l.. NATIVE, i o co W LO Fl- M NATIVE SIN STRN6NfT, SINSLE LEAVER, F1M11., R. 1q, NATIVE mams MC 67 MhNLH�bih CAPILLAWS / PINK MMLY 1 n M6 IT MAGNOLIA 6R4 0FLORA DD. SLAWRARD' TM / SOWNE N MA6NOWA 0 0 FV -I, NATIVE - 9TRA16HT, 91N6LE LG,OH2, NAL, R 10, NATIVE O PHS 10 PODOCARPV3 MIl.POPHYLI.IYS / PODCGARPU9 A5GJEPV5 IN:AWLITA - SWAMP MILKNEED SAdITTARIA LATIFOWA - COTtHON AWOY+E.AD PO 6 PLATARS O060JENTAL19 / AMERIOAN SYCAMORE .IMOIS E-N1E15 - SOFT RISK PANICUH VIPGATLM - 5KrrC+16RAr6 ((I�'T W V PILL TO BAE, OLO"-S.Y MATC406 _ U�/)� VJ SlRPJ64T; SINSLE LEADER, N71.1., PL MI, NATIVE V/Z PT 141 PRTOSPOfd/M TOBIRA YM2IE9ATA' /VARIEGATED PITT09PORLM O av 19 CLJEPrA5 VIR6IWANA YAT}EDRAL' / LIVE OAK '^^ ' T./J MJLL STRAIGHT, SINSLE LEADER, R,LI-, FL 11, NATIVE �J ^..8 19 9PARTINA H41Bi1 /SAND CORP GRASS j TD 11 TAXODIUH OISTIVW / BALD CYPRESS RLI. NATIVE m _ 5TRA16W,, SINGLE LEADER, PUJ., R. 01, NATIVE VA 74 VISWO&M OV RATISVMIM'AWWM' / AWAEUKI PALM TREES gT,]' EOTANIGu NAME / C_..: _N NAME VIEUFatM FILL ,f^'1 0 VO 24 V19,RN-M ODORATI'.BIMIM/SAMT VIWRNM o (;..ij % 7 9AB+d. PALMIETTO / 9AENL PALM �I- _ n STRAJ6NIT, SLICK HLRRIGANE Cllf, FL Q, NATIVE O V02 196 VI0hA1M 090VATLM W / A.TERS, V70US M UNDERSTORY r= a= _ BOTANICA_ L NAME / C_ .: _ . RAM NAL, NATIVE. f� ,0 ZF 72 ZAMIA PLCRIDANA / COONTIE PALM }�/i ED 7 £LACKXdRPU9 DEOIPIENS TM /.IMANE E 9LUESERRY TWEML, HAnV _ _ STRV 6FiT, STATmARD, b' CT, Ri.L, FL q, 0 ZF2 14 ZAMA FLfUl iACFA / CARDBOARD PLAM ��T1��{ ,mF IE 29 ILEX X ATTEN/ATA EAST PALATKR /GET PALAT:A HOLLY PULL - 9TtA16HT, SINGLE LEADER, FULL TO BASF- PL *I, NATIVE V W 4 LI6USTFLIMI .IA,PONICIR4 / 1RE TGTtHt JAPAN�E PRNEf 6Eakv-clallem cl=E am BOTANICALA_ / WMMON NAME Nun-TRUK, 4-11WNK MIK RILL, R #I NO ` / PRET > ; LN I LAGERoTROEMIA X NATLiE2' / 1MHIn: CRAFE MYRTLE E FULL,NATIV . VERY OERAN TOLERANT FULL, NATIVE, VERY OROMIif TOLERANT M1Ln-TRUK, 41FX% MIN, FULL, FL �� LP 142 LOROPETALIM CFNNHEB PURYLE PIXIE' /PIMPLE PIXIE LOROPETALUM _ -0 PE 19 PM/9 A 110Th / ^1AJ1 PIN• STRA6W,, 51NSLE LEADER, PULL, PL 01, NATIVE !--m- 14 1- HLC44 CIYPJ Y t MACH I (TVP) I NORTH PHIC SCALE IN SODF_+® I= Q= BOTANICAL H w / COMMON ON NAM DP 1/179 x DETENTION POND S® mix SS LH/AOFII? J Q PP 49'C'OW PA'.LLEDPALUM NOTATW 'AR6E11TNC'/ ARISMrnbE BAHIASRAW ROnsw,, tomINSPLT / YEw / DISEASE/ D®Rls FR@ J U IJi W PP2 97$52 SP PASPAUM NOTATUM 'ARGENTINE' / ARS&TI E EAHIA6RASs ICO% IlSEl.T / WED / DISEAw / PRE co W mams 5= 26J= SP STENOTAPHRLM 560AWANM ".OWTAM / FLORITAM 5T. AV6M'nW 500 �_. T76HT ROLLED, IOof6 INSECT / YNED / DISEAE / DEE421s FRE C C 0 0 DETENTION POND SEED MIX S E R'LANPIN6 RATL05 PER ACID O 1 A5GJEPV5 IN:AWLITA - SWAMP MILKNEED SAdITTARIA LATIFOWA - COTtHON AWOY+E.AD — W .IMOIS E-N1E15 - SOFT RISK PANICUH VIPGATLM - 5KrrC+16RAr6 ((I�'T W V W U�/)� VJ W O O O O '^^ ' T./J H U SHEET NUMBER L1.02 EPLANT 5GHEDULE SEE SHEET L,O9 POR FULL PLUM 5CH647E v . MITIM-1 Cid' a= 1501ANICAL NANIE CRMMONNME CORY a= SS7RN6HT, LS b LI WIDAMBAR STYRACIFWA AOM7DALOBA' Ai1BUCAN SYST GUM FG 3' CAL MIN m' M. 4' S SINGLE LEAK DEFULL, R h, NATIVE v $ (- J MI6 29 MAGNOLIA 6RNDIFLORA DD. B.ANCHARD' TM SOUTHERN MAbNOL1A FES 9' CAL MN 12' Hr. 6' S PR 5TR/J6M, SINGLE LEADER, flT.i., R R, NATIVE PO 12 FLR.TAN/3 OCCOELTALIS AMERICAN SYCAMORE Pb 2• GAL MN 10' M. 4' SPIR - STRPJ6HT, SINSLE LEADEN, FV1, R fl, NAnYE O�'"^� CN 16 OUIERCUS VIRSINIANA'CATIEDRAL' LIVE OAK PES V CAL MIN t6' M. S' 5PR 6, SINSLE LEADSFUSR, NATIVE STRAIM( ., R TD 15 TAXODIUM DISTIC W BALD CYFREf F'6 5' CAL MIH 12' HT MIN - _ STRAI6HT, SINSLE LEADER, FlRL R N, NATIVE _ PALM TREES CODE am BOTANICAL�� !� CAL SITE % 14 SABW_ PALFT°TTO _ ^....P S7RAI6HT, SLICK HURRICANE CUT, R 01, NATIVE SAGA. PALM FG - 10' CT E I8?�SS'B&Y CRTT� Q= BOTANICAL NAME C4141UN.NAME CONT GCL FRIIE 3 rc x ® 7 EIJ,BOG� LECIREN5 TM JAPANESE BLUEBEtt2'Y TREE FES ZIT GAL MIN K' M. 4' SPR 97RN6H7 STANDARD, 6' GT, FULL R 01, - � E 59 ILEX X ATTENUATA BAST PALATKA' EAST PALATKA HOLLY FES 2• GAL MIN 10' HT MIN - STRAI6w,, SINSLE LEADS{ FULL TO MAW, R NATIVE LJ 4 LlRM JAPOW TRES FOAL JAPAhGSE PRIVET FES 4' CAL TOT: 8'14r. 8'5 aMALT `...+ KLTI-CNM -TRUNK. 4-TRUNKMN L R PUL•I LN 14 LAGERSTROBMIA X NATCFEZ' WHITE CRAPE MYRTLE FES {• CAL MN 14' M. b' SPR p° Z MULTI-TRUNK,4-M;WK MIN, FULL. FL -1 c ' PE 29 PINUS EWORI SLASH PRE FS 2• GAL MN IO'HT MN ry � STRAI6M, SINGLE LEADER, PULL, R N, NATIVE 1 v SHRUBS. CIDDE Iffi BOTANICAL NAME C121-Imm.NAIE Cid SPACINb Sig i O PS 51 FOR%nERA S.J=SR&SATA N PALL NATIVE, FLORIDA PWYET Fb 50. OC 12' FULL © S MIG 67 M HIEN ER6IA CAPILLAWS FULL. NATIVE PINK MARY 9 GAL %' OG Ib' M MN a E O PUB 10 PCDOCARPAS MACAnP YLLUS POPOCARFUS 7 GAL 46' a %' M MIN O o Y�T v V FT 325 PAL TO BASE, CLOSELY MATCHING PITTO'.liPR/M TOBIRA VARlE6ATA• VARIEGATED PTT09POR1M 9 GAL %' OC 34` PUL O 5 FULL 558 B RI - � � BAKER! SAND CRD 6RA56 - 9 GAL % ` OC Ib' FULL VE w ® VA 74 VIBURNUM NUM ODORATISSIMM AWA13M1' AWAEUKI VIBURNUM 7 &AL %' DO %' M MN E n VO 990 FULL TU. VEA,RNM OPORATISSIMA.M U u PTU. SYAmT VIBRtUM 9 6AL 56-0-1 24' PULL E O Y02 196 VIFATRN OBOVANM FRILL, NATIVE, FIALTERS VIBURNUM T SAL %' OC 90' PULL O ZF 72 ZAM A FLCRIDANA COOKIE PALM 9 GAL 96` a IES' PUJ. - PALL NATIVE Q ZF2 14 �A PURRRACEA CARDBOARD PLANT 9 SAL %' 0C 16' FULL aj a &ROUND COVERS rd= 2= BOTANICAL NAME Y S _ Hm 972 H®.IANfHR/5 D®ILIS PLL. NATIVE, VERY DRC USHT TOLERANT LIVE SUHRIONER 1 GAL W PALL 16. OG LP 142 LDROF5TNIM CHINE!!' PLRRE PXIE' PhCi.E PIXIE LOROPETALUM 9 GAL 14' Fl1L.L 24' OC U o \ FILL 0 S 50Dr-eD CODE, 2rc BOTANICAL NAME ANNE C c,x SSPAQVINE, x DP 38 09 SF DETEN770N POND .PEED MIX - SEED - _ E c 55 LB/ACRE PP 49'90 ZIP PALLADIA 'AREENi1HE ' AR6ENNHE HAHIA6RAS8 SOD - _ - LLED ROFRHr, EE TD10 O% INSECT/ YEED / DISEASE a /DEBRIS FREE - PP3 A O/ T AFLROGRENITATINME HTA. SS _ - - 1SP0TA0ES%P INSECT ® /'ADR VIEW/O' DWEFREE SCD 369133 SSFP AIFSPTEEUNANRNSRE6 TNANS 5AHLIPIsFaUiRSn.11GE SOD OD - n6M Ra.Lw, 00%fNBECTNE / YEEV / DISEASE / n®Ws FREE 2 MISO. @C2ANIGAV.0NAME SPECIFICATIONS - MULCH TBD FLOMWLC4 SHPEDDED,61RADE'9', T 9' DEPTH MINIMUM ? DETENTION POND SEED MIX - (PLANTING RATE, 55 L59 PER ACRE) _ ASCL.EPAS INC.AWRATA - S ML104EM SASITTARIA LAMO.IA - COMMON ARROWE.AD .WORTS ERVBJ9 - SOFT RUSH E b PANICUM VIR&ATVM - 5104ITCNGRASS E - i �I LANDSCAM NOTES, L ALL LANDSCAPE MATERIAL TO BE FLORIDA GRADE MI OR BETTER QUALRY 2. ALL LANDSCAPED AREAS ARE TO RECEIVE A MINIMUM OF 4. OF TOPSOIL 5. ALL RANT MATERIAL SHALL BE HEALTWY 1/I6OROU5, AND FREE OF PESTS AND DISEASE. 4. ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, No AFTER INSTALLATION. 5. ALL TREES MUST BE EUYED OR STAID AS SROM M THE D57AILS. b. ALL PANTING AREAS SHALL BE ODWLE(E.Y M.LO ED AES SPECIFIED. T. PRIOR TO COBTTtMZUCONTRKTOR SHALL BE RESPONSIBLE FOR LOCATIN9 ALL UNDBt6RWlm UTILITIES AND SHALL AVOID DAMAGE TO ALL UHLITIB DLRRkS THE CGNR9C OP TFE WORK LOCATIONS OP EXISTINS BURIED UTILITY LRFS SNCImN ON THE PLANS ARE BASED LPON IMEIT AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR U TO VERIFY THE LOCATIONS OF UTILITY LITS AND ADJACENT TO THE WORK AREA W TO PROTECT OF ALL UTILITY LINES WRING THE CONSTRUCTION PERIOD 9) TO REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRLGTUFS, SITE APPURTENANC% ETC. PHICH OCCURS AS A RESULT OF THE CONSTWA:TION. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL OVANTITTES SHOW ON THESE PLANS MFORE PRICING THE AD RK 9. CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETVEEN DELIVERY AND PLANTINS TO MAINTAIN HEALTHY RANT CONDITIONS. 10. THE CONTRACTOR SHALL BE R ^ESPIBLE FOR FULLY MANTANIN6 11NG.UDIN6 BUT NOT LIMITED TO, WATBUNS, 9PRAYINS, M,LCHIN9, FERTILIZINS, ETC) ALL OF THE PLANT MATERIALS AND LAPP! FOR THE YIAREiANTY PERIOD. It. ANY RANT MATERIAL WHICH 15 0I511hSED, DISTRESSM, DEAD, OR REJECTED (PRIOR TO SSUIESiTANnAL COMPPTION) SHALL 13E PROMPTLY REMOVET FROM THE SITE AND REPLACED WTH MATERIAL OF THE SAI -Q! SPECIES, OUNRTITY, AND SIZE AND MEEMNG N1 RAM LIST SPECIFICATIONS. IM THE CONTRACTOR SHALL COMPLETELY CRIURNNTEE ALL RAM MATERIAL FOR WARRANTY PERIOD. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS DI.FtING THE NORMAL RANTIN9 ,SEASON. 19. STANDARDS SET FORTH IN 'AMERICAN STANDARD FOR NURSERY STOCK' REPRESENT GUIDELINE SPECIFICATION5 ONLY AND SHAWL CON51NUTE MINIMUM WALTTY RSC UIREMENTS FOR RAM MATERIAL 14. ALL LANDSGAPRH6 SHALL BE INSTALLED ACCORDING TO SOUND NURSERY PRACTICES, AND SHALL BE FLORIDA NO. I CR BETTER AS 61VER N '6RADE5 AND STANDARDS FOR NURSERY PLANTS, FARTS I AND II,' 5TATE OF FLORDA, DEPARTMENT OF A ORICULT1FM. E.9. ALL INVASIVE / EXOTIC SPECIES AND PROHIBITED TREE SPECIES SHALL BE REMOVED FROM SITE, INCLUDINb ROOT BALLS TD THE EXTENT POSSIBLE WTH NO DAMAGE TO ADJP087T EXISTING TRS. 16. ALL LANDSCAPE AREAS W LL BE PROVIDED WITH PEUHMBTF AUTOMATIC IFMSA71ON SYSTEM. IT. TREE SUPPORT MATERIALS ARE TO BE REMOVED FROM EACH TREE ONCE IT IS STABI.I5HED' (AS APPROVED BY THE LANDSCAPE ARCHITECT). IS. ALL RANT SPECIFICATIONS N THE PLANT SOEDULE SHALL BE CONSIDERED THE MINIMUM ALLOWABLE SPECIFICATIONS. CONTRACTOR SHALL PROCURE PLANT MATERIALS AND LPSIZ: AS NECESSARY TO MEET THE MOST STRIN6ERT SFFCIPCAnoR Z O In m O _ OR0p W N N r a�moa m a m E Zs ,n o a Z J W Q uJ 0 z J J o LL Q W U rj)ry W 75W W O� UO Ov —w w cD Quj U =O O n- F- o U SHEET NUMBER L1.03 MAS4UTOP901L HACIO'ILL FOOTBALL Atm TRW O SAL_ TO BE OENTSRED AND TREE STABILIZATION AND P1JAB/L.EVE. IN FLANTIIS FIT. MMILIZATION SYSTEM 11 ^ &' DIA. CLEAR OF MA.C.H AT M;a.W FLARE } } } } } 3 5' MRUMIM MAGE AS SPECIFIED, WHERE TREES ARE PLACED M SCO, MACH RIMS PLAN FOR TREES SHALL BE 6' DIAiMETER MIW OR 9X 9X ROOMMALL MOT H MIN. I AS DIRECTED BY OANER5 REPRESENTATIVE ® 4- HIGH BERM, FIRMLY COMPACTED. �.IFCM O TREE PROS ANCHOR SYSTEM INSTALLED PER MAN.FAOTURE(R5 RECOMMENDATIONS NDATIONS. © FINISHED 6RADE (SEE SRAOMG PLANI O TOP OF ROOTBALL MIN. V ABOVE FINISHED SRAmE 08 PREPAEL PI.ANITK5 SOIL AS SPECIFIED. ® TOP OF ROOTBALL SHALL BE V ABOVE FINISHED GRADE. ROOMAL S GREATER THAN 24' OIAMETETR SHALL Be PLACED ON MOUND OF UDISTU'sm SOIL TO PREVENT 5E1TL N&. ROOTBALL, SMALLER THAN 24-1 OU}ETBR MAY SIT ON COMPACTED FARM O UDISnA38ED NATNE SOIL I SCARIFY BOTTOM AND SIDES OF PLANITIS PIT. MA.CWTOPSOIL BAOVTILL MOOTBALL AND TRAIL TREE STABILIZATION AND ` K92TILI7.ATION SYSTEM \ 1 (DY -m- BALL TO BE CENTS E, AND PUMA.EVEL IN PLAMMS PIT. -11 CLEAR -MARX AT TTdRB. PLATES 3 S. 4' HIGH BERM, FIRMLY COMPACTED. ® 9- MINIMUM OF RARDAOOD BARK MACH A6 SPECIFIED. MERE TREE'i ARE PLACED IN SOD, MULCH RIN6 FOR TREES SHALL BE 6' DIAMETER (MIN) OR AS DIRECTED BY OWER5 REPRESENTATIVE. 05 TREE PRC$ ANCHOR SYSTEM INSTALLED PER MAMLFACTURBR5 REGGTREHVATIOH9. 4- MIN. CP TOPSOIL TO BRING TO FINISHED GRADE (SEE SRADINS PLAM 12 IRBE A AND 10 TOP OF ROOT i e To M.Aa PLACB8R1' TO � .APPROVED BY OYRER TO BE PROVE } } } } } B. RM40VE BA:LAP, MIRE AND STRAPS _ (MYTH NS THAT COULD 61RDLE TREE OR 9X 9X ROOMMALL MOT H MIN. I RESTRICT ROOT 6RO/TrU ON UPPER UB Of- P ROOTBALL Q SECTION O. PRUNE ALL TREES IN ACOORDAN CE NTN 3 / ANN A-900. / 1 TREE PLANTING I SCARIFY BOTTOM AND SIDES OF RANTINS LBO SECTION /PLAN Nm MA.CWTOPSOIL BAOVTILL MOOTBALL AND TRAIL TREE STABILIZATION AND ` K92TILI7.ATION SYSTEM \ 1 (DY -m- BALL TO BE CENTS E, AND PUMA.EVEL IN PLAMMS PIT. -11 CLEAR -MARX AT TTdRB. PLATES 3 S. 4' HIGH BERM, FIRMLY COMPACTED. ® 9- MINIMUM OF RARDAOOD BARK MACH A6 SPECIFIED. MERE TREE'i ARE PLACED IN SOD, MULCH RIN6 FOR TREES SHALL BE 6' DIAMETER (MIN) OR AS DIRECTED BY OWER5 REPRESENTATIVE. 05 TREE PRC$ ANCHOR SYSTEM INSTALLED PER MAMLFACTURBR5 REGGTREHVATIOH9. BEST FACE OF SHRUW ,x 4- MIN. CP TOPSOIL TO BRING TO FINISHED GRADE (SEE SRADINS PLAM 12 O TOP OF ROOTBALL MIN V ABOVE FINISHED 10 TOP OF ROOT i e To 8 PREPARED FLAMING SOIL AB.SPECIFIED. } } } } } 8 ROO ISALLa 6TREATER THAN 24' DIAMETER _ SHALL 1E RACED ON t -MM OF 1 UNDISTURBED SOIL TO PREVENT" TTIJN6. I RGYITHALI951MALL nH.AN124'IN DIAMETER MAY SK O ON CO'PACTIN EARTH,UM,_11 3 / UM,_ NATIVESOIL / I SCARIFY BOTTOM AND SIDES OF RANTINS �I rj PIT. @ CUf BACK SLOPE TO PROVIDE A RAT ® EXCAVATE ENTIRE BED SPECIFIED FOR 6RDMUCOJER 'SURFACE FOR RANTUK. NOTIEh `a A FINAL TREE STAXIN6 DETAILS AND 10 PLACEMENT TO BE APPROVED BT' ONOR. 12' TTP. B. REMOVE BURLAP, MIRE AND STRAPS 9X FOOBPLL (ANYTHING THAT CCULD &TROLL' TREE OR WIDTH MIM. RESTRICT ROOT GROMRTH7 ON LPPER US OF RCOT511U- G ON C. PRUNE ALL TREE WI IN ACCORDANCE TH �-� / 2 \ TREE PLANTING ON A SLOPE .ANSI A-SOO. USO S.EGnoN /PLAN Nm BEST FACE OF SHRUW ,x - GROUNDCCVER TO FACE FRONT OF PL.NTIN6 BED. rI } 10 TOP OF ROOT i e To REFER PLANT' } } } } } TED V BE L MOU ED 1' - 2' NIGH NTH 6 H SOIL tMOJMDINb UP TO THE TOP SCHEDULE FOR SPAGIN6. MAINTAIN 12' DEAD ZONE SHRUB WIDTH SHRUB WIDTH IS' CL.EP.R OF FOOTBALL O PRUNE ALL SHRUBS TO AT EW EDGE. ACHIEVE A UNIFORM MASEAEI6HY T$• O 9' MACH LAYER AS A �� O H TOP or SU- ROO SAL S To BE SPECIFIED. ® EXCAVATE ENTIRE BED SPECIFIED FOR 6RDMUCOJER HN'l7RPNiT `a BA. 2 3 'Q' O FINISHED 6RADE (SEE F,R.ADINLSi PLAN). ° �,,R SOIL AS ©PREPARED PSEE Q - / LANDSCAPE NOME) EN LANDSCAPE ' NOTES) NOTE, YfRUBS USE N N E IN COVER, AND SEISM 10 k _` �` O B M ENTIRE BED BE 7 J - ERE5, N WITH FlANiiNs 501 alilt ' I..�� MIX AS S MIX A9 SFCCIK®. SCAM OF PIT ,�- ' I II 910E5 AND BOTTOM. 4' HIGH BEWM FIRMLY TYP. 6 COMPACTED. UNDISTIU@ED NATNE BOIL 5X ROOT BALL MDTH<I MINIMUM 'T O FERTILIZER TABLET' (MAX 9' DEEP) SECTION COTES A CONTRACTOR SHALL ACEURE PERCOLATION OF ALL RAMINS PITS PRIOR TO INSTALLATION. B. V+E N SH RUSS ARE PRI) ED IN MASSES, PRINE E ALL SHRUBS TO ACHIEVE UNIFORM MASS / HE16HT. O. ALL SWISS AND 6ROU DCOVERS SSRLL.. BE PLUMB VERTICALLY, UNLESS OTNERMSE DIRECTED BY ONREtS RE'REiENTATNE. r5 \ SHRUB/6ROUNDCOVER PLANTING UBO SECTION /M -AN NTS 0 CROWN ISLANDS O B,I acre (OR AS SPFLIFlID ON THE LANDSCAPE PLANS). 02 CLEAR zom BES' MIR FROM BACK of CURB TO CENTER OF NiARE,T SH Rus. CLEAR ZONE SHALL CONTAIN 9' CONTM.IDUS MULCH OR TURF, SEE PLANS. 03 2- MIN VERTICAL CLEARANCE, TOP OF CURB TO TOP OF MACH. A EXCAVATE A CONNNKLS 24' DEB' FIT (FROM TCP CP am) FOR ENTIRE LENGTH AND MIDTH OF ISLAND A BAC 4FILL WITH APPROVED PLAMIN6 MX B. PROTECT AID RETAIN ALL CURBS AND BASE COMPACTED W56RADE TO REMAIN FOR STRUCTURAL arrow or CURB SYSTEM (MP). C. ALL I5LANDS SHALL UTILIZE POOR DR INA61! DETAIL NEN PERCOLATION RATES ARE K4'\ � 2' PER HOUR OR LESS. / 4 \ PLANTED PARKING LOT ISLANDS/MEDIANS ux 5Ea'nCN NTS R c - - LIMITS OF MIN i MATURE MIN.j MATURE - E oMIN E PLANTING PIT HP SHRUB WIDTH SHRUB WIDTH IS' CL.EP.R 9X RDOTBALL oi- ER T$• FIRE 2 I O H TOP or SU- ROO SAL S To BE MIK I/2 HN'l7RPNiT `a PLANTED I' - 2' H16H WITH SOIL MIOIMDINS LP TO THE TOP OF MATURE SHRUB MOTH MIN I/2 MATURE ° �,,R EXISTING 3 Rc01EVA.l_ SHRUB WIDTH = GRADE O FRU'E S RUE15 AS DIRECTED BY ' I II IIS f=a I u L=11 I,- 1` (DASHED) c{' a OWNERS �S 7TAAS O B' MINIMUM OF H 24' MIN CLEAR SECTION - SPECIFIED. RE SHRUBS E,MUL ARE ' •I PLACED IN MAS°.ES, MULCH SHALL MA5 SH BE SPREAD IN A CORfINR1W5 SM. 8 _ `T - - ® 501L EECM TO HOA KATE. TOP GP PLANTIMK PTT 'BERM' TO BE BUILDING .. . I RRE HYDRANT. g �. 6 ACROSS PIT. SLOPE DONRNILL PORTION OF BERM AS ���) V - 2 NO PUNT 5LY0®MI6 12• MATURE- HE76HT RECUR® TO MOV R m(PO S _ OVER DTOPLD SPELL A 2'b' MIN. 0LR : v .. MATERIAL BMW- BE -i TOPSOIL nR��YTT0000 �v�v _ ({ PLACED RAC® YITHIN SHOYAL RADIUS OF ALL RADIPROUS 4' TYP, O FINISHED 6RADE (SEE 6RADIN6 Q E>^ �` IL s r C y OF OR EkfSTRb FIfZE HYDRANTS. q PLNU 1 i �_I 1-i : I' ' ! CONTRACTOR S"M"L 9X FOOT BALL © PREPARED PLANTINS Sal A5 SPECIFIED. (SBE LANDSCAPE = III -I I =III=1-1= I� _I�=1 - (I ( rlY. ) ` S MATERIAL So THAT NO 1 - WIDTH MINIMUM 5 NO. HOiL-N. O WARITY SIDES AND BOTTOM OF IIT -I' I- =-1-1615 ILI- r -I I (I. is I q �� z lr�TI r r T, t 3 -4 { 4 COW MTH FIRE HYDRANTS OCG/R ON 51Tp, • ; PLANfl1K FIT FGHTROrHYDRANT A OONTRAOTOR SHALL ASSURE PE WLATION OF ALL FITS PRIOR TO INSTALLATION FERTILIZER TABEMAX 9• (TOW G DEEP).PLANTINS 11. INSTALL MACH A0.ACENT TO SPACES O _ B. WREN S 44TH ARE PRUNED IN MASSES, PRIME ALL - SHIM39 TO ACHIEVE UNIFORM MASS / HEIGHT. ® U DISMRBED NATIVE SOIL NQIEa, M1L.CH1 5��� M 9' DEEP. NO POP-UP IRRI6hATO1L�HEADS SHALL LOCATED WITHIN 24. OF A PARKING SPACE ON ANY SIDE. C. ALL 5MWES AND 6FAXHDOGVHi5 SHALL BE PLUMB I. CLEAR ZONE, %' MN FROM BALDING TO OERTEL OF NEAREST 9FiW.B. O2 OUI� / PARKINL LOT EfxS£ VERTICALLY, UNLESS OTHE RNSE DIRECTED BY CRIERS R13-MATIVE 2. INSTALL SPECKED MACH, 2' MIN FROM EVILDM6. "�EGIFIED MACH TO PLAN INSTALLED AT A DEPTH OF 9• (MINI I �� - / 5 \SHRUB/6ROUNDC.oVER PLANTING ON A SLOPE ^ _ �LANTINSS ADJACENT TO BUILDINGS ^ ( �( , PARKINS SPAGE/CURB PLANTING /�� /SHRUB PLANTING AT FIRE HYDRANT U50 SECTION NTS use SECTIOi Nf5 LBD SECnON NUTS uw SECTION/PLAN HIS Ulm - ROOBALL - - LIMITS OF E PLANTING PIT HP - 9X RDOTBALL oi- ER a pl AM i� E SECTION O FINISH &RADE (BEE GRADIN& PLANS). OZ E0414FILL WITH PREPARED PLANTING SOIL MU( AS SPECIFIED. O FILTER C.O'TH, MIRAFl EoOX OR BETTER. 8SLOPE A BOTTOM TO DRM S ARI,%RED HOLE % %18' PENETRATE THROWN OCCWOM6 LAYER TO WATER TABLE OR TO A DEPTH OF T TO ASSURE PROPER FERC.OLATION © BACH3ILL PITH VT - 9/4' 6RAVEL To REQUIRED DEPTH THROWN OG4rLU7INS LAYER TO ASCE PROPER PERCOLATION OWATER TABLE 015-tH VARIES) 8 LNDISMRBED NATIVE SOIL i SET POOTBALL ON UDISTUFO D STABLE SUDSOIL 50 THAT TOP OF ROOT BALL IS V ABOVE FINISHED GRADE NOTES, A THIS DETAIL SHALL BE IMPLEMENTED NITERS PERCOLATION RATES ARE 2' PER HOUR OR LESS. B CONTRACTOR TO PERFORM PERCOLATION TEST AS REGUIRED. AND NOTIFY ON423tA.ANDBCAPE ARCHITECT. C. FEE TYPICAL TREE PLANTIN5 DETAIL THIS SHEET FOR PLANT STAKING. O 6'H TWIFETER FLUS' CONSTRUCTION PENCE BY CONIM!D PLASTICS OR OVERS RE'RESEtTATTVE APPROVED EQUAL SUISMTT PRODUCT INFORMATION FOR APPROVAL PRIOR TO INSTALLATION O B' TALL METAL M POSTS OR 2' x 2' X 8' PRESSURE TREATED MOOD POSTS M/TH 24' EMAL BELOW GRADE INSTALLATION NOIR, A POST :SECTION SHOULD BE BASED ON EXPECTED STRENSTH NEEDS Atm TIE LENSTH OF TIME PENDS WILL BE M PLACE. FLEXIBLE FIDERSLA:S FOD POSTS ARE IRECOM�DED FOR PARK,, ATHLETIC EVENTS AND ORONO CONTROL INSTALLATIONS METAL T.' POSTS OR TREATED WOOD POSTS ARE TYPICALLY USED FOR CONSTRLG71011 AND OTHER APPLICATIONS. B. POSTS SHOULD BE DRIVEN INTO THE GROUND TO A DEPTH OF US OF THE HE16K OF THE POST. FOR EXAMPLE, A 6' POST SHOULD BE SET AT LEAST 2 INTO THE 6RO/ND. C. SPACE POSTS EVERY b' (MIW TO B' (MA)U. D. SECURE FENCING TO POT MITE NYLON CABLE TIES (AVAILABLE FROM COMPED PLASTICS). YYtlD STRIPS MAYBE ALSO BE USED TO PROVIDE ADDITIONAL SSPPORT ANO PROTECTION EETM✓E$R TIES AND HOSTS. L+2TFr_ IF NRE TIES ARE USED, AVO. DIRECT CONTACT NTH FENCE NRE MAY DAMAGE FENCE OVER TIME PLAN e 9.OVERALL 1 HE161-T (MIEAS TO TOP OF (T$ -CLEAR T r -GRAY WOOD 0 URED TO TOP F DF X.AR�D U SECTION 10 5 LAYERS OP BURL -AP TO PROTECT TmmK 8FIVE 2'X4'XIB'MDODBATTEN. B SECURE BATTENS WITH 2- 9/4' CARBON STEEL BINDS TO HOLD BATTERS IN PLACE NO NAL9 SHALL BE DRIVEN INTO PALM. HEI6HT OF BATTENS SHALL BE LOCATED IN RELATION TO THE HEIGHT OF THE PALM FOR AOEOJATE 0RA4[HS ®2 03) 'X4'XB' SUPPORTS. NAL (DRILL AN NAIL IF I15CE3A2Y) TO BATTERS AND 2• 4' STAAMS. STAIN DARK TRSOWN O5 5' SPECIFIED MACH © BERM SOIL TO HOLD WATER. i FINISH GRADE 8 2X4>24' (MINI P.T. HOOD STAKES (TTP) NAIL TO SUPPORT FOLES. OPREPARED PLANTING SOIL AES sreCimED. (SEE LANDSOAPE NOTEW. NOTES, A FINAL TREE STAKING DETAILS AND PLAOEENT TO BE APPROVED BY OMCREt B. ALL TREE STA QNS 15 TO BE WITHN MACH BED AFEA OtIMIDE TREE PIT. C. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL FLANTIN6 PITS PRIOR TO INSTALLATION - REFER TO POOR DRAINA6E CONDITION DETAIL APD TRINt TIP °SDA. �CK LL �I.�Ti@:3TM]M PLAN 1. BASE OF TRIM SHALL BE PLANTED SU6HTLY ABOVE A' MIW ADUAOENY FINISH 6RADE. REMOVE ALL TINE A STRAP' I CUT BURLAP FROM TOP IM OF FOOT BALL NO SYNTHETIC, BURLAP WILL BE ACCEPTED. 2. 4' SHREDDED HARWY)OD MULCH OR APPROVED EQUAL 9.DIAMETER O' TRO PIT TO BE TICS THE DIAMETER OF ROOT 5ALL-Rp15NIE! SIDED GSH PR. 4. 9'' NIGH SOIL BERM TO HOLD WATER. 5.SO TOPSOIL MX BAC/OSIU_ 6. TREE MARAP. T. 4' MIN TOPSOILBRINK TO FINISHED GR(S ADE GRADINGS KLAN). e. ROOT' BE ALL PLK GREATER THAN 24' DIAMETER BE SHALL ACED ON MOUND ROOT B LLS SOIL TO PREVENTT SETR.I , ROUT BALLS SMALLERTHAN 24' IN DIA MAY BT ON COMPACTED EARTH. q. 10 UNDISTURBEDEPL 5LTI S it. PREPARE PLANTING ROIL o - TRM ®. II. ne° IF119-PM RBKT FOR INP TO 4' OR 6 CALIPPR OR ho° Frog° TRIM 1 FOR 6RGTER DVN 4' AND UP TO b' ll�' CALIPER. REFER TO 51TBNGRK SPEGIKCAnONS FOR APPROVED MATERIALS AND INSTALLATION REQ)IREFle11T. 01 O 0, LL O rc � B M w 0 m m O V= 0 o 4 N m a W 0 W n a U 0 Z a Q J d: J< o L U L L L O� UO OU -L LU' V/�//)� W J W 0 = N0�� 0 i- O U U SHEET NUMBER L1.50 GENERAL LAND --/-APE JSDPEGFICATIONS AND NOTES A SCOPE OF WORK 1. THE NORK CONSISTS OE, fURNNISHNG ALL LABOR, MATERIALS EGUIPMENT TOOLS, TRANSPORTATION AND ANY OTHER APPURTENANCES. ESCOMPLETION FOR THE OMPLETION OP THIS PRDJPCT AS SHONE ON THE ORAY@GS, AS INCLUDED IN THE PLANT LIST, AND AS SPECIFl® HEREIN. 2 WDRC SHALL INCLUDE MAINTENANCE AND WATE3INS OF ALL DONTRAGT PLANTING, AREAS UNTIL CERTIFICATION OF ACCEPTANCE BY THE ONER. 5. PROTECTION OF EX1511146 STRUCTURES I. ALL E%ISTINS BUILDINGS, WALLY , WALLS, PAVING, PIPING, OTHER SITE CONSTRVI10H ITEM5, AND PLANTUIS ALREADY COMPLETED OR SSTABLSFED AHD M516HATID TO REMAIN SHALL BE PROTECTED FROM OA&U`61! BY M CONTRACTOR UNLESS oTHERWI9E 9PEGIFIED. ALL DA AG, RESULTING, PROM N MELISECE SHALL W REPAIRED OR REPLACED TO THE SATI5PACTION OF THE OME R, AT NO COST TO THE ONEL 2 THE CONTRACTOR SHALL 5E RESPONSIBLE FOR MAINTAJWNS ALL HECCE55ARY EMP DEVICE5 ACCORDING TO ALL REGULATORY A SEL'Y5 STANDARDS THRO SH THE DURATION OF ALL CONSTRUCTION ACTIVITIES. S. THE CONTRACTOR SHALL SLLYMIT A DETALM PROJECT SPECIFIC YORK ZONE TRAFFIC CONTROL PLAN UR.ES THE Y40W REOUIRM NOTHING MORE THAN A DIRECT APPLICATION OF FOOT DESIGN STANDARDS, INDEX 600. IF A DIRECT APPLICATION OF INDEX GOO 15 PROPOSED, THE CANTRATOR SHALL SUBMIT IN WRITIN$ A STATEMENT IDICATINS THE STANDARD INDEX AND PAGE N WISH NO LE55 THAN 10 BUSINESS DAYS PRIOR TO START OF CONSTRUCTION. WHEN A DIRECT APPLICATION OF FOOT STANDARD INDEX 600 15 NOT ACCEPTABLE A PRO.ECT SPECIFIC YORK ZONE TRAFFIC CONTROL PLANS ALL BE PREPARED BY A FLORIDA PROFESSIONAL ENSMER WHO HAS SUCCESSFULLY COMPLETED ADVANCED TRAMINS IN MAINTENANCE OF TRAFFIC, AS DEFINED BY FOOT FOR APPROVAL BY THE COUNTY ENGINEERS REPRESENTATIVE 4. THE CONTRACTOR SHALL BESRE.iiOtSIELE FOR LOCATN6 ALL VNLITIS, METIER PUBLIC OR PRIVATE, PRIOR TO EXL.AVATIOR THE INFORMATION AND DATA SHOWN NTH RSSPELT TO EXI571I16 UNDER6RORID FA.CLmM AT OR CONT6000S TO THE SITE IS APPROXIMATE AND BASED ON INFORMATION FURNISHED BY THE OW ERR OF S H UN OER6RCUW FACILITIES OR ON PHYSICAL APPURTENANCES OBSERVED IN THE FIELD. THE OVER AND DESIGN PROFESSIONAL SHALL NOT BE RESPONSIBLE FOR THE ACC ACY AND COMPLETENESS OF ANY SUCH INFORMATION OR DATA THE CONTRACTOR SHALL HAVE EUA. !RESPONSIBILITY FOR, REVIENNS AID CFEMN6 ALL SUCH INFORMATION AIDUD DATA, LOCATING ALL E96ROLM FACILITIES WRING CoNSTaCToN THE SAFETY AND PROTECTION TFEWCFR PiPARN6 ANY DAMAGE T E RETO RESRA.TIN6 FROM THE HMC. THE COST OF ALL NLL EE CONSIDERED AS HAAHS BEEN WA.UOW M THE CONTRACT PRICE THE C. PROTECTION OF EXISTIN& PLANT MATERIALS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNAUTHORIZED OUMN6 OR DARA65 TO TI MM AND SHRUBS EXISTNS CAVSW BY CARELESS SGUIPMENT OPERATION MATERIA. STOSITILIN6, ETC_ THIS SHALL INCLUDE COMPACTION BY DRIVIN INSIDE THE DRIP -LIE AID SPILLING OIL 6ASMIE. OR OTHER DELETERIOUS MATERIALS NTHIN THE DRIP -LIE. NC MATERS D. R THAT THEY ARE MISSHAPEN AND/OR 1N916NTLY SHALL BE REPLACED AT THE (0300) PER CALIPER INCH ON AN ESCALATING SCALE NMC44 ADDS AN 4) INCHES CALIPER AS FLIED AND ASRWO LO (DATED DAMASES. CALIPER SHALL BE MPASJIRED SIX (6) INCHES A50VE 6ROUM LEVEL FOR TRIS UP TO AM INCWDINS FOR (4) INCHES IN CALIPER AND TMII.VE 1 INCHES ABOVE 6ROID LEVEL. FOR TREES OVER FOUR (4) INCHES IN CARPER 2 SEE TRES MITIGATION RAN AND NOTES, IF APPLICABLE MATERIALS 1. GENERAL. MATERIAL 5AIMPLES U57M SELOW %IALL EE SUBMITTED TTED FOR APPROVAL ON SITE OR AS DETERMINED BY TE CMR UPON APPROVAL, DELIVERY OF MATERIALS MAY COMMENCE MUwH ONE I= FOOT TOPSOIL MIR ONE N CUBIC, FOOT RANTS ONE N OF EACH VARIETY (OR TA66M IN NURSERY) 2 RAM MATERIALS ACCORDANCE WITH MATERIALS SHALL 59 SUBJECT TO APPROVAL BY THE ONTER. MOM ANY REOUREMENf, ARE OMMW PROM THE PLANT LIST, THE PLANTS FURNISHED SHALL BE NORMAL FOR THE VARIETY. PLANT" SHALL BE PRUNED PRIOR TO DELIVERY ONLY NTN APPROVAL FROM ONSR OR ONSRS RE RISEWATNC NO SLBSMUTIONS SHALL BE MADE NTHOUT MITES PEW15NON MOM THE OWERS REPRESENTATIVE b. MBASUR@M 5M THE HELM AND/OR ACTS OF TREM .SHALL BE MEASURED FROM THE GROUND OR ACROSS THE NORMAL SPREAD OF 954I1NCFS NTH THE PLANTS IN THEIR NORMAL POSITION THIS SHALL NOT ICUUDE THE IMMEDIATE TERMINAL 6ROWTH. PLANTS LAR6M IN SIZE THAN THOSE EPEOIPIED IN THE PLANT L15T MAY BE USED IF APPROVED BY THE ONEL IF THE LEE OF LARGER PLANTS 15 APPROVED, THE BALL OF EARTH OR SPREAD OF ROOTS SHALL 5E INCREASED IN PROPORTION TO TE SIZE or THE RAS. c INSPECTION PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL AT THE PLACE OF 6ROWT14, OR UPON DELIVERY TO THE SITE, AS DETERMINED BY THE OVER, FOR QUALITY, SIZE, AND VARIETY. SUCH APPROVAL SHALL NOT IMPAR THE RIGHT OF INSPECTION AND REJECTION AT THE 9172 CUFUlI6 PROGRESS OF THE WORK OR AFTER COMPLETION FOR SIZE AND 6DMMON OF RMT MALLSOR ROOTS. LATENT MFEGTS OR JILLFUES. REJECT® PLANTS SHALL BE REMOVED IMMEDIATELY FROM THE 517E NONCE REQIESTMS I SPECTION 5HALL BE SUBMITTED IN MT01613Y THE CONTRACTOR AT LEAST ONE N MEEK PROR TO ANTICIPATED DATE E SOIL KXTURE (PLVNIIN6 MEDIUM, RATIN & MIX TOPSAIL MIX) 1. CONTRACTOR SHALL TEST DUSTIN& SOIL AND AMEND AS NEGIEUSARY IN ACCORDANCE NTH THE 6UVE.INS BELOK 2 SOIL MIXTURE IPLANNNS, MEDIUM FOR PANT PM SHALL CONSIST OF TWO PARTS OF TOPSOIL AND ONE PART SAND, AS DECREED EE.OW CONTRACTOR TO SUBMIT SAMPLES AND PH TESTr% RESULTS OF SOIL MIXTURE FOR OME RS REPFESSE<tTATNE APPROVAL PRIOR TO PLANT INSTALLATION OPERATIONS Wt -I ENCS a. AOS 1L FOR IEE IN PEFARINS SAIL MIXTURE FOR DA 17ILLINS PAP NT TS SHALL BE FERTILE. PRAELE, O AND OF A LOAMY WRAOTERN REASMAELY FREE OF SUBSOIL CLAY LUMPS, BRUSH NEEDS AND OTHER UTTER, FRES OF ROOTS, SHIPS, STONES LAR&M THAN 2E IN ANY DIRECTION, AND OBER EXTRANEWS OR TOXIC- MATTER HARMSU. TO PLANT 6POWTx. IT SMALL CONTAN THREE (3) TO FIVE IS) PERCENT DECOMPOSED OR6ANC MATTER AD RAVE A PH BETMEN 55 AND TO. b. SAN SHALL BE COARSE, CLEAN YELL-DRAININS, NAIVE SAM. 2 TREES SHALL BE PLANTED IN THE EXISTINS NATIVE SOIL ON SITE. UN.BS9 ]DETERMINED TO BE UNSUITABLE - AT MICH POINT THE CONTRACTOR SHALL CONTACT OVERS REPRESENTATIVE TO DISCUSS ALTERNATE IMOOMMEMATION PRIOR TO PIAN111G. F. WATER I. WATER ISLCBSARY FOR RAITIN& AND MAINTENANCE SHALL BE OF SATSFA4TORY QUALITY TO SUSTAIN ADEQUATE PLANT &ROYTH AD SHALL NOT CONTAIN KIROV" NATURAL 09 MAN-MADE ELEMENTS MTRMENTAL TO PLANTS. WATER MIECTIN6 THE ABOVE STANDARD SHALL BE OBTAINED ON THE SITE FROM THE OME R, IF AVAILABLE, ANO THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ARRANGEMENT FOR ITS USE BY HIS TANKS, HOSE, SPRNIaERS, ETC_ IF SUCH WATER IS NOT AVAILABLE AT THE SITE, THE CONTRACTOR SNAIL PROVIDE SATISFACTORY WATER FROM SOURCES OFF TE SITE AT NO ADDITIONAL COST TO THE OVER S RATE IN5ARR6ATION RESTRCToN5 MAY APPLY - PETER TO PROPER" J PJWIOTIOHAL AUTHORITY. 6. FERTILIZER CONTRACTOR SHALL PROVIDE FERTILIZER APPLICATION SCHEDULE RULE TO O'WERM AS APPLICABLE TO SOIL TYPE, PLANT INSTALLATION TYPE, AND SITES PROPOSED TSE 5S6MTW FERTILIZER TYPES SMALL BE ORGANIC OR OTHERNSSE NATURALLY -DERIVED. • FERTILIZER RESTRICTIONS MAY APPLY - FMVM TO PROPERTY, JURISDICTIONAL AUTHORITY. H. MACH 1. M ILOS MATERIAL SHALL W MOISTENED AT THE TME OF APPLICATION TO PREVENT LAND DISPLACEMENT, AND APPLIED AT A DEPTH OF THREE (5) INCHES . CLEAR MACH FROM EACH PLASS CROM (BALE). MEA.CHH SWVl EE'FLORIMC44 EUCALYPTUS MACH. OR SIMILAR SUSTAINABLY HARVESTED MI44 MMES SPECIFIED OHDRYUSE / 1 \TYPICAL LAND50APE 5PEUFIGATION5 (FLORIDA) u51 2. PRO -AM A TREE (3) INCH MINIMUM LATER OF SPECIFIED MACH OVER THE ENTIRE AREA OF EACH SHRUB BED, 6RCUND COVER, VINE B®, AND TREE PIT (6' MINIMAN PLANTED M47M THIS CONTRACT. 1. DIGGING AND HANDLING 1. PROTECT ROOT' OR ROOT BALLS OF PLANTS AT ALL TRS FROM SIFT, DRYING NIRS, WATER AND FR=[N6, AS NECESSARY UNTIL LS PLANTING. PLANT MATERIASHALL ME ADECUATELY PAOQM TO PREVENT DAMA5S RRINS TRANSIT. TREED TRANSPORTED MORE THAN TER 00) MILES OR VHIC 4 ARE NOT PLANTED WITHIN THREE (3) DAYS OF DELIVERY To TFE SITE SFW1 BE SPRAYED WITH AN AN ITRANSPIRANT PRODUCT CNLTPRLP' OR E UAQ TO MINIMIZE TRANOMRATONAL WATER LOSS. 2. BALLED AND BURLAPPED 044, AND FIELD 6RDM (FG,) PLANTS SHALL BE PUS, KTH FIRM, NATURAL BALLS OF SOIL OF SUFFICIENT SIZE TO ENWWAS5 THE FlBROIP AND FEEDING ROOM OF THE PLANTS. NO PLANTS MOVED NTH A ROOT BALL SHALL BE FLAMED IF THE BALL 15 CRKKJFD OR BROIL PLANTS SHALL NOT BE HANDLED BY STEMS S. PLANTS MARKED'ER' IN THE PLANT LIST SMALL BE DUG, NTH BARE ROOTS. CANE SFWILL BE EXERCISED THAT INS ROOTS OO NOT DRY CVT OFIN6 TRANSPORTATION AND FROR TO PLANTING. 4. PROTECTION OF PALM S ONLY A MWMUM OF PROWS SMALL BE REMOVED FROM THE CROM OF THE PALM TRESS TO FACILITATE MOVRL AHD HAMLINS. CLEAR TRLW (CT) "" BE AS SPECIFIED AFTER THE MINIMUM OF FRONDS HAVE BEEN f2EMP/ED. ALL PALMS SHALL BE BRACED PER PALM PLANTINS DETAIL S. EXCAVATION OF TREE PITS SHALL BE PERFORMED USING EXTREME CANE TO AVOID DNM.SE TO SURFACE Alm SUBEURFACE ELEMENTS SUCH AS UTILITIES OR HARDSCAPE ELE B415, FOOTERS AND PREPARED SL6HA6Ea. 1 CONTAINER 6ROM STOCK I. ALL CONTAINER 6ROM MATERIAL SHALL BE HEALTHY, VIGOROUS., YELL -ROOTED PLANTS ESTABLISHED IN THE CONTA NE R M MICH 71 EY ARE SOD. THE RANTS SHALL HAVE TOPS )RICH ARE OF GOOD QUALITY AND ARE IN A HEALTHY 6ROKIN6 CONDITION 2. AN ESTABLISHED CONTAINER &ROAN PLANT SHALL BE TRA16PLAMM IMO A CONTAINER Alm GROM IN THAT CONTAINER SUFFICIENTLY LONG ENO" FOR THE HEN FIBROUS ROOTS TO HAVE DEVELOPED 50 THAT THE ROOT MASE NLL RETAIN ITS SHAPE AND HOLD 106ETHER, NEE REMOVED FROM THE CONTA NE. CONTAINER 6ROM STOCK SHALL NIT BE HANDLED BY THEIR STEMS. S. ROOT BOUND PLANTS ARE NOT ACCEPTABLE AND NLL BE REJECTED. 4. RFK. TROOT5 FLUS 6ROY8Y OOtTAI E R PRODUCTS SHALL BE USED WISE SPECIFIED. K COLLECTED STOOK WEN THE USE OF COLLECT® STOCK 15 PERMITTED AS INDICATED W THE ONM R OR OMERS REPRESENTATIVE, TE MINIMUM SIZES OF ROORALLS SHALL BE ECUAL TO THAT SPECPHW FOR THE NEXT LARGER SIZE OF NURSERY 6ROM STOCK OF THE SAFE VARIETY. L NATIVE STOCK PLANTS COLLECT® FROM NLD OR NATIVE STANDS SHALL BE CONSIDERED NURSERY 6ROM NEN THEY HAVE EffiN SLOCE55FULLY RS -ESTABLISHED IN A NURSERY RON AMD SROM! UNDER REfiULPA NURSERY CULTURAL PRACTICES FOR A MINIMUM OF TY40 Cy 6RONH& S AND HAVE ATTAINED ADSWATE RMT AND TOP 6RONTH TO INDICATE FULL RECOVERY FROM TRALSPLANTIN6 INTO THE N ItSE W ROW. K MATERIALS LIST GUANTITIES NECESSARY TO COMPLETE THE WORK ON THE DRAWINGS SMALL BE FURNISHIMP BY THE CONTRACTOR QUANTITY ESTIMATES SAVE BEEN MADE CAREFULLY, BUT THE LANDSCAPE ARCHITECT OR OVER ASSUMES NO LIABILITY FOR OMISSIONS OR ERRORS, SHaW A DISCREPANCY OCCUR SETRMH THE PLANS AND THE PLANT LIST QUANTITY, THE OVERS REPRESENTATIVE SHALL BE NOTIFIED FOR CLA IPICATION PRIOR TO BIDDING OR INSTALLATION. ALL DIMENSIONS AND/OR SIZES SPECIFIED SHALL BE THE MNIMH ACCEPTABLE SIZE R PINE GRADIS 1. FINE 6RADM UNDER THIS OCNIRAOT SHALL CONSIST OP FINAL PINI5IED GRADIN& OF LANK AND MAMRIN& AREAS TIWT HAVE BEEN ROUSH &RACED BY OTHBIS. BE MINS AS SH OMI ON THE DRAWIG9 SHALL BE! THE RESPONSIBILITY OF THE COHIRACTON, UNLESS MHERWISE NOTED. 2. THE CONTRACTOR SHALL FINE 6RADE THE LAM AND P ANTINS AREAS TO MN5 THE ROUSH 6RAM UP TO FINAL FINISHED 6RAOE ALLOYUNS FOR THICKHBS OF SOO AND/OR MULCH DEPTH. CONIRAOTOR SHALL FINE 6RADE BY HAD AND/OR NTH ALL EQIPMERT NECESSARY INCLUDING A 6RAD046 TRACTOR NTH FRONT -ED LOADER FOR TRANSPORTING SOIL KTHIN THE SITE, S. ALL PLAlTINS ARE16 SHALL BE 6RADED AID M AIMAINED FOR POSITIVE DRAINAGE TO SURrAMSUBBURFACE STORM DRAIN SYSTEMS. AREAS ADJACENT TO EUILDI SS SHALL SLOPE AYWY FROM THE BUIIDIN55, REFER. TO CML ENSI EE 5 PIAL FOR FINAL 6RAM S, IF APPLICAENE O. FLANIINS PROCEDURM. I. CLEANNS LP BEFORE COM E HONG YORK THE CONTRACTOR SHALL CLEAN YORK AID SSURROJMIW AREAS OF ALL RUBBISH OR OBJECTIONABLE MATTER ONLY. ALL MORTAR CEMENT AND TOXIC MATERIAL SHALL BE REMOVED FROM THE SURFACE OF ALL. RANT BEDS. THESE MATERIALS SHALL NOT BE MIXED NTH THE SOIL SHOULD THE CONTRACTOR FIND SUCH SOL CONDITIONS BEEATI THE SOIL MICH NLL N ANY NAY PDVERSMY AFFECT THE PLANT GROWTH, HE SHALL IMMEDIATELY CALL IT TO THE AMMON OF THE OMERB REPRE NYATYE FAILURE TO CO 90 BEFORE PLANTING SHALL MAKE THE COWZLTIVE MTF )RES IHE RESPOW151LI7Y OF THE CONTRACTOR 2. VERIFY LOCATIONS OF ALL UTILITIES, CON PU1T5, .SUPPLY LIS AND CABLES, INCLUOINS ELT NOT LIMITED TO, EI.ECTRC, SAS (LINES AND TAW.% RATER, SAWARY SBIER. STOM44ATER SYSTEMS CAMA AD IE.EPIOIIE PROPERLY MAINTAIN AND PROTECT EXISTN6 UTILITISS. CALL SIMSNINE STATE ONE CALL OF FLORIDA, INC. (811) TO LOCATE UTILITIES AT LEAST 48 FLOURS PRIOR TO COSTRRCTOL S. SUSSRAM EXCAVATION CONTRACTOR IS RESPONSIBLE TO IZM40VE ALL EXISTIN$ AID IMPORTED LIMIERMK AND UMEROCK SUS -MAW PROM Al LANDSCAPE PLAHTIG ARTS TO A MHMM DEPTH OF 56' OR TO NATIVE SOIL CONTRACTOR IS R MPON91&.E TO EACKPILL THESE PLANTING AREA, TO ROUSH FINI5HW 6RAM NTN CLEAN TOPSOIL FROM AN ON-SITE SOURCE OR AN IMPORTED SOURCE IF UMEROCK OR OTHER ADVERSE CONDITIONS OCCUR. IN RANTED AREAS AFTER 56' DEEP EXCAVATION BY THE CONTRACTOR AND P05MVE DRAINAGE CAN NOT BE ACHIEVED, CONTRACTOR SHALL UTILIZE POOR DRAINAGE COWITION RANTING MTAL 4. FURNISH NIRSERY5 CERTIFICATE OF COMPLIANCE NTH ALL REG IREMEHT5 AS SPECIFIED HEREIN. INSPSCT AND SELECT PLANT MATERIALS BEFORE PLANTS ARE DUG AT NURSERY OR 6R,7AW SITE 5. COMPLY WITH APPUCAELE FEDERAL, STATE, COUHTY, AID LOCAL RE6U.ATIoNS 60VERNN6 LANDCAPE MATERIALS AID WORK CONFORM TO ACCEPTED HoRTCJ.LTUtAL PRACTICES AS USED N TIE TRADE UPON ARRIVAL AT THE SRTE, PLANTS SHALL BE THOROMHLY WATERED AD PROPERLY MAINTAINED UNTIL RANTED. FLAYS 570RED ONSITE SHALL HOT REMAIN UNFLAMED OR APPROPRIATELY HEALED IN FOR A PERIOD EXCEMIN6 TYETTY-FOUR (24) HOURS. AT ALL TIMES WDRKMANLIKE ME'TH205 CUSTOMARY IN GOOD HOR ALTURAM PRACTICES SHALL BE EXERCISED. 6. THE M ORK SHALL BE COORDINATED WITH OTHER TRADES TO PREVENT CONFLICTS. COORDINATE PLANTING WITH IRRI6ATION WORK TO ASSURE AVALABILITY OF WATER AMD PROPER LOCATION OF IRRIGATION APPURfEV,NOM AND PLANTS. 1. ALL PLA MNG, PTS SHALL BE EXCAVATED TO SIZE AMD DEPRFF IN ACCORDANCE NIH THE USA STANDARD FOR HM -1 1Y STOCK 260J, UNLESS SHOW O HE RNISE ON THE DRANNGS, AND BACK FILLED WITH'HE PREPARED RAN INS, SOIL MIXTURE AS SPECIFIED IN SECTION I- 6. 8. TAINT ALL NECESSARY PREGAUTIOS TO AVOID DAMAGE TO EILDIN65 AND WILDING STRUCTLFUE3 MILE INSTALLING TRIS. 4. SOIL MIXTURE SHALL BE AS SPECIFIED IN SECTION E OF THESE SPECIFICATIONS. 10. TREES AND SHRUBS SHALL BE SER STRAIGHT AT AN ELEVATION THAT, AFTER 5EM.EMEN17, THE PLANT CROM WILL STAND ONE (U TO TWO (`.A INCHES ABOVE GRADE EAGN PLANT SHALL BE SET IN THE CENTER OF THE PIT. PLANTIHS SOIL MIXTURE SHALL BE SACK FILLED, TiOROUSHLY TAPED AROUND THE BALL AND SETTLED BY WATER (AFTER TAMEINS). 11. AMEND FINE AND OAK PLANT PITS NTH ECTOMYCORRFHZAL SOIL APPLICATION PER MA.NPACTIRMS RECOMMENDATION. ALL OTHER RANT PTS SHALL BE AMENDED NTN EIDOMH'CORRHIZN. SOIL APPUCATOH PER MAHIFAOTURER, RECOMMENDATION. PROVIDE PRORCT INFORMATON SUBMNTAL PRIOR TO INOCAATON 12 FILL HOS WITH SOIL MIXTURE, MAKING CERTAN ALL WIL 15 SATURATED. TO DO THI5, FILL HOLE An HATER AND ALLOW TO SOAK MINIMUM T ENTY (70) MINUTES, STIRRING IF NELLBARY TO GET SOIL THOFOIKNLY YET. PACK L16MY NTH FEET, ADD MORE YET SOIL MIXTURR£ DO NOT COVER TOP OF BALL KTH SOIL MIXTURE ALL BURLAP, ROPE, NRES, ETC, 90" BE REMOVED FROM THE 51VM AND TOP OF BALLS, WT NO BURLAP SMALL BE FULLED FROM MC W'F IK S. TREES SHALL BE PRUN W, AT THE DIRECTION OF THE OME R OR OVERS REPREWNTATIVB, TO PRESERVE THE NATURAL CHARACTER OP THE PLANT. ALL SOFT WOOD OR SL"M 6ROWTH4 AND ALL SWM OR BADLY DAMAGED BRANCHES 5 4ALL BE REMOVED KTH A CLEAN CUT. ALL PRUNIN& TO BE PERFORMED BY CERTIFIED ARBORIST M ACCORDANCE NTH ANSI A-500. 14. .SERIES AND SRO.MID COVER RANTS STALL BE EVENLY 5PA4W IN ACCORDANCE WITH THE DRA NNSS AND A5 INDICATED ON THE RANT LIST. MATERIALS INSTALLED SHALL MST MINIMUM SPECIMEN REQIIREM51I5 OR GLIANTITIES SHOW ON PLANS, MICFEVER 15 dFWATER. CULTIVATE ALL PLANIIHS AREAS TO A MINIMUM DEPTH OF 6•, REMOVE AND DISPOSE ALL DEBRIS. MX TOP 4' THE RAXTIN6 SOIL MIXTURE AS SPECIFIED IN SECTION E TIORCUSH.Y LAMER ALL PLANT'S AFTER MTALLATON. 15. TREE GUYING AND BRACING SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE MANS TO IN SUSS STABILITY AND MAINTNN TREES IN AN UPRIGHT POSITION IF THE CONTRACTOR AND DARNER DBOVE TO HANE THE TREE GUYING AND ERACINS, THIS OME R SHALL NOTIFY THE PROJECT LANDSCAPE ARCUHITWT IN MTRRS ANO A6REE TO INDE?UPY AND HOLD HARMLESSTE PPOMT LANDSCAPE ARCHITECT IN THE! EVENT UN5JPPORTED TREES RANTED UNDER THIS CONTRACT PALL AND DAMAGE PERSON OR PROPERTY. 16. ALL PLANT BEDS SHALL BE KEPT FREE OF NOXIOUS Y®5 UNTIL FINAL ALCE'TANCE OF NDRK IF DIRECTED BY THE OIY8R. 'R/.t mo -UP' SHALL BE APPLIED FOR NEED CONTROL BY Q/ALIFIED PERSONNEL TO ALL PLANNNS AREAS IN SPOT APPLICATIONS PER MANUPAOUIRERS PRECAUTIONS AND SPI.- FICATNOS. PRIOR TO FINAL INSPECTION, TREAT ALL PLANT11,16 BEDS NTH AN APPROVED PRC --0M113 R HERBICIDE AT AN APPLICATION RATE RC-GOM BIDED BY THE MANUFACTURER (A5 ALLOYED BY JFISOICTIONAL UTHOWTY) P. LANK SODDING, 1. THE WORK COS STS OF LAYN SED PREPARATION, SOIL PREPARATION, AM " PINS COMPLETE, IN 57RCT ACCORDANCE NTN THE SPEWFO .TION5 AND THE APPLICABLE DRANN65 TO PRODUCE A TVR' GRASS LANE ALCEPI'AELE TO THE ONES. 2 ALL AREAS THAT ARE TO BE SODDED SHALL BE CLEARED OF ANY ROUSH 6RAPS, YEEDS, AND DEBRIS BY MEANS OF A SOD CUTTER TO A DEPTH OP THREE TS) IWAM, AND THE 6RCUD SPCWNT TO AN EVE! 6RAM. THE ENTIRE SURFACE SMALL 5E ROLLED NTH A ROLLER YEISHING NOT MORE THAN C E-HJMRW n00) POUNDS PER FOOT OF NDIH. DURING THE ROLLING, ALL MFFMSSIO15 CAUSED BY SETTLM4 M SHALL BE FILLED NTN ADDITIONAL SOIL AND THE SURFACE SRAL. BE REGRADED AND ROLLED UNTIL PRESSE TINS A SMOOTH AND EVEN FINISH TO THE REQUIRED &RADE 5. PREPARE LOOSE BED FOUR (4) INCHES DEEP. FAD RAKE UNTIL ALL BLIMPS AND DEPRESSIONS ARE REMOVED. YET PREPARED AREA THOROWNLY. 4. SCIPPINS a THE CONTRACTOR SHALL SOD ALL AREAS THAT ARE Nor PAVED OR RANTED AS M516HATED ON THE DRANN65 NTHIN THE CONTRACT LIMD5, LHB55 SPECIFICALLY NOTED OT ERNSE b. THE 50P SHALL BE CERTFED TO MST FLORIDA STATE PLANT BOARD SPECIFICATIONS, ABSOLUTELY TRUE TO VARIETAL TYPE, PND FREE FROM YEEDS, FUGIS, NSBOIS AND DISEASE OF ANY KM C. SOD PANELS SHALL BE LAID T16MY TOSETHER SO AS TO MAKE A SOLID SODDED LANK AREA " O SHALL BE LAID UNIFORMLY AGAINST THE EDGED OF ALL C1R8<.,a AND OTHER HATDWAPE ELEMENTS, PAVED AMD PLANTED AREAS. ADJACENT TO BUILDISS, A 24 INCH STONE M.I.G44 STRIP SHALL BE PROVIDED. IMMEDIATELY FOLLONN6 SOV LAYING, THE LAM AREAS _MALL BE ROLLED NTH A LAYER ROLLER CUSTOMARLY USED FORS H PURPOSES, AND THEN THOROSFLY IRRI6ATW. IF, IN THE OPINION OF THE 01 TOP-ORLJ5IN5 15 NECES%ARY AFTER ROLLINS TO FILL THE VOIDS BETWEEN THE SOD PANELS AND TO EVEN OUT INCONSISTENCIES IN THE SCID, CLEAN 5AD, AS APPROVED BY THE ONER5 HESS ISCATIVE, SKILL BE UNIFOFALY SPREAD OVER THE ENTIRE SURFACE OF THE 5017 AND THOPaSH.Y WATERED IN FERTILIZE INSTALLED SOD AS ALLOYED BY PROPERTY'S JURISDICTIONAL AUTHORITY. 5. DLRINS DELIVERY, PRIOR TO, AND WRING THE RANTING OP THE LAM AREAS, THE 500 PANELS SHALL AT ALL TIMES BE PROTECTED FROM EXCESSIVE OR'(IS, AND U HWAMSARY EXPOSURE OF THE ROOM TO THE SUR ALL SOD SHALL BE STACIaD 50 A6 NOT TO BE DAMASED BY SYEA1I1,16 OR EXCESSIVE HEAT AND M015TURE 6. LAM MAINTENANCE a NTHIN THE CONTRACT LMHS, THE CONTRACTOR SHALL PRODUCE A DENSE. YELL. I STAEHISHED LAM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AHO RESODDM6 OF ALL ERODED, Stk @ OR BARE SPOTS (LARGER THAN I2'XI2') UNTIL CERTIFICATION OF ACCEPTANCE BY TIE OHMS REPRESENTATIVE. REPAIRED SODDING SHALL BE ACCOMPLISHED AS IN THE ORIGINAL WORK ONCLUDIN SS RE ADING IF NECESSARY). b. CONTRACTOR RESPONSIBLE FOR ESTABLISHING AND MASAINIG SOD/LANK UNTIL ACCEPTANCE BY THE ON ER5 REPRESENTATIVE, PRIOR TO NO UPON ACCEPTANCE, CONTRACTOR TO PROVIDE YWTMNSARR6ATION SCHEDULE TO OYHEL AVE ALL APRICAELE WATERIRS RESTRICTIONS AS SET FORTH BY THE PNOPERTYS JURISDICTIONAL AUTHORITY. 61. CLEANUP UPON COMPLETION OF ALL RANTING WORK AND BEFORE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL MATERIAL EQUIPMENT AD DEMS RESILTNS FROM HIS WfFY ALL PAVED AREAS SHAT BE CLEANED AND THE SITE LEFT IN A FEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE ONEYS REPRESENTATIVE. R RAM MATERIAL MAINTENANCE ALL RAMS AND Fl.ANTIN6 INCLINED UNDERTHIS, CONTRACT 5HAU. BE HAWAII= BY WATERING, CV TNATN6, SPRAYIG, AND ALL OTHER OPERATIONS (SUCH AS RESTAKI1,16 OR REPAIRS$ OUT SUPPORTS) NECESSARY TO INSURE A HEALTHY PLANT CONDITION BY THE CONTRACTOR UNTIL CERTIFICATION OF ACCEPTANCE BY THE OMEYS REPRESENTATIVE. S. FINAL INSPECTION AND ACCEPTANCE OF WORK FINAL INSPECTION AT THE ESD OF THE WARRANTY PERIOD SHALL BE ON PLANTING, CONSTRUCTION AND ALL OTHER WVSD TIAL WORE. PERTARNS TO THIS CONTRACT. ANY REPLACEMENT AT THIS TIME SHALL BE SUELI CT TO THE SAME ONE N YEAR WARRANTY (OR AS SPECIFIED BY THE LANDSCAPE ARCHITECT M ONNER IN MYTHS) SWIN WNG WITH THE TIE OF RE PLACE MENf AFD EMDIN6 NTH THE SAME INSPECTION AHD ACCEPTANCE HEREIN DESCRIBED. T. WARRANTY L THE LIFE AD SATISFACTORY COMMON OF ALL RAM MATERIAL INSTALLED (INCLIDIN6 SOD) BY THE LANDSCAPE CONTRACTOR SHALL BE WARRANTED BY TE CONTRACTOR FOR A MINIMUM OF ONE N CALENDAR YEAR COIRM8CIN6 AT THE TIME OF CERTIFICATION OF ACGEPIANGE BY THE OMER5 REPRESENTATIVE. 2 AM PLANT NOT FOUR M A HEAL.TT' 6ROPI COMPT ON AT THE ED OF THE WARRANTY PERIODS ALL BE REMOVED FROM THE 517E AMD REPLACED AS SOON AS MATHBL CONDMOS PERMIT. ALL REPLAO MENS .SHALL ED RANT OF THE SAME KIND AND SIZE AH SPECIFIED IN THE RAM UST. THEY SHALL BE FURNISHED PLANED AND MULCHED AS SPECIFIED AT NO ADDITIONAL COST TO THE OWPBt. S. IN THE EVENT THE OMM DOES NOT CONTRACT WITH THE CONTRACTOR FOR LANDSCAPE AM IRRIGATION MWNIENANCE. THE CONTRACTOR SHOULD VISIT TE PROSCT SITE PERIODICALLY DURING TE OE N YEAR WARRANTY PERIOD TO EVALUATE MAINTENANCE PRMEOIXlg BEING PE FORMED BY THE OMER. CONTRACTOR SHALL NOTIFY THE ONS IN MTIHS OF MAINTE AME PROCEDURES OR CONDITIONS YWCA THREATEN VIGOROUS AND HEALTHY PLANT 6ROWRH. SITE VISITS SHALL BE CONDUCTED A MHKH OF ONCE PER MOMN FOR A PERIOD OF TYELVE 02) MONTHS FROM THE DATE OP ACCEPTANCE. Q J � LLQ O J U 'LTJ VJ Lu 73 0 73 DO U OU - Lig Lu cD cog W LSJ Q S =O �ha U3 SHEET NUMBER L1.51 u rn 0 NORTH CGRA GRAPHIC SCS IN FEET 80 NAW TOTALS Area }ar Dnpll-, 250.1 afti-low nL f P-111065 Tola6 4700 GPM IRRIGATION NOTES IRRIGATION SGHEDULE .�. 5 To BE5mmo OR COQIWING now, az PSL 5. THE CONTRACTOR SNML MME NO ^ TIMIONS, METIOW', OR ADDITIONS TO THIS PLAN MTHM ' APPROVAL OF 060 t5T RST HNT'M MP STRIP O -OV -R TL*ZF ROTATOR, 6' (1514 CFU POPUP YUTH FACTORY 55 40 4. ALL CONSSMICT10N SHALL CONFORM TO CITY, CaWY, STAR: AND FEOBRAL REED -IBM R SHALL 13M THE INSTALLED CHECK VALVE, RECLAIMED BODY GAP. ILLATIONS. CONIRA'TOM SHALL ALSO BE FMPONSBI.E FOR OBTAINING ANY NECESSARY PEWITS OR APPROVALS. PRESSURE REGULATED TO 40 P51 (2.16 BAR), MP ROTATOR ......._ NO= ON PR540 BODY. LST -IVORY LEFT STRIP, SRALL NOTIFY LANDSCAPE ARCHITECT IF AVAILABLE NATO, PRESSURE PILL HOT ALLOW SYSTEM MODIFICATION TO SST.BROPN SIDE STRIP, RST.COPPER RIGHT STRIP, t IM6ATION SYSTEMS CONNECTED TO POTABLE RIMER SUPPLY, SHALL HAVE A BAO?M0W PFEAENfEiR INSTALLED. SOS ANTER MPIOOO PROS06-PR540 -R41 40 BEYOND LANDSCAPE AREAS. O TURP RMR, TO6' (1534 CMI POP-UP WITH CHECK VALVE, CRITICAL ROOT ZONE or ANY TIROS RECLAIMED BODY CAP, PRE5WRE REGULATED TO 40 PSI MIS VAR), AAS ROTATOR NOZZLE ON P9540 BODY. IRRI6ATION VALVM AND IRRIGATION UH M AR TO Q PLAcm IN SSARATB SLG'VM MAINLINE SNOM FOR M.MAROON ADJ ARC 90 TO 210, L-LI6Hf BLUE 210 TO 270 CLARITY. INSTALL MANJNE AD VALVE ROPRCBNTATIVE 6' FROM BOC PREN AR60 L, O.CLIVE 9ARO. POSSIBLE. COORDINATE WITH PLANES. n V 0 R HINTER M'2000 PROS -Ob -V-R 44 4O 14. THE IRRIGATION "TIM SEAL Be DC6141V AND INSTALLW RD MNMZE ROOT DISTURBANCE IN EXISnm TR=5' E TURP ROTATOR, 6' (1534 CFU POP-UP WITH CHECK VALVE, RECLAIMED EODY CAP PRESSURE RESIA.ATED TO 40 PSI alb ENR), MP ROTATOR NOZZLE ON PR540 BODY. K.BLACK ADJ ARL 90-010, 6.617EEN ADJ ARC 210-210, R.RED 560 ARC. � e Y SEA KWM MPSO00 mwS O6-PR990-CV-R ZI 40 TURF ROTATOR, 6"(15.24 CM) POP-UP WITH FACTORY INSTALLED CN£CK VALVE, RECL.AF® BODY CAP, PRESSURE RE6IA.ATED TO 40 PSI (216 BAR), hR ROTATOR NOZZLE ON PR540 BODY. B-SLLR!ADJ ARO 96210, Y.YELLOw AOJ ARC 210-210, A.6RAY 560 ARL. t V tmR RAIN BIRO 1504 -SAM -1400 FLOOD 151 40 toot t tao0 FLOOD g BBLER 40' POMP WTRH CHECK VALVE SYMBOL AREA TO RECFJVE DRIPIJTE ® NETANM 0 (D) 14601 Lr. (PURPLE OL BIOLINLANDS „ I IN COLOR) PREM" SOT LANDSCAPE DR)PLNE PAMPA E RI 120' Z. 12 D' OL. D LATERALS T12D'EMITTERS A SPARED AT IZO' APART, WITFH OMIT'fEKS OFFSET FOR 7R)AN4LI.AR PATTERN. EMITTERS F SYMBOL PTION RAIN BIRD P 1 -VZ' I 1', I -112',Y PLASTIC INDUSTRIAL VALVES. LOW FLOW UTY, 6LOFOR E L AZMTIONL AITH aPERBBER IErHH0CAPAJ ABLE AN PI R)TY INA TC2HNOLGMY FOR LICA'n LE PER3'FOWMPNCE IN DIRTY WATER IRRIGATION APPLICATIONS. BF FEBCO 625Y 1' REDUCED PREF BA444FLOY PREVE TER 1 © RAIN BIRD EaP121-XMB• WITH (02) WPLM45112 1 56 STATION COMPENGIAL C 7NTPDLLM PLASTIC HALL MCLNT. PLOW SENSING. ® RAIN BIRD R50-EBX I RAIN SENSOR WITH FETAL LATCHIN S BRAC*Br. EXTENSION WIRE Q RAM BIRD F5.200 -B I IN PLOW SM45OR FOR USE WITH RAIN BIRD MAXICOM, SnELONTROL, AID MEAL D CENTRAL CONTROL SYSTEMS BRAS MO SU66MIW OPE RATING RAN6E OP 4.9 GPM TO 2440 6PM. SENSORS SHOULD BE SIZED FOR PLOW RATHER THAN PIPE SIZE WATER METER I -1S2' I — — IRRIGATION MAINLINE, PVC SCNEI2.LE 40 1" LF. PIPE SLEEVE, CPVC 5C407ULE 40 1558 LF. LATERAL 5LEEVIN6 -------- PIPE AYE, PVC SCHEDULE 40 1643 LF. MAINLINE SLEEVING FLOW TOTALS NAW TOTALS Area }ar Dnpll-, 250.1 afti-low nL f P-111065 Tola6 4700 GPM IRRIGATION NOTES THIS PPOLCGT, NGJAM6 WIN HORIZONTAL AW VDIVICAL CONSTRXTION SHALL INI:ORPORATE WATB6ENEE PLUHBN6 PURNItES AO ENARSY STAR ARNW W M RSCIII l BY CHAPTER ITS OF THC CITY OF OCOg9 CODE of ODAIANCPi. 11 O m Q J CL z O Q tn t (V LL Q J cr U Q o W �U vJ W W W 00 U OU - W co UJLdO Q0 = 0 O d I-- 0 h U SHEET NUMBER L2.00 I. CONTRACTOR SHAWL VERIFY N1 DIFBCIONS, [ELEVATIONS, ECiAPMENT QUANTITIM ETC. FRIM TO US61N INS WORI,. 2. COHRMCTOR SHALL NOTIFY LAMI SCAPE ARCHITECT OR ANY 05OREEPANCIM IN PLANS OR SPECIFICATIONS PRIOR ._ _....._... < _..._... To BE5mmo OR COQIWING now, 5. THE CONTRACTOR SNML MME NO ^ TIMIONS, METIOW', OR ADDITIONS TO THIS PLAN MTHM ' APPROVAL OF THE LANDSCAPE ARCHITWT. 4. ALL CONSSMICT10N SHALL CONFORM TO CITY, CaWY, STAR: AND FEOBRAL REED -IBM R SHALL 13M THE RESPONSIBILITY OF THE URRI6ATION CONTRACTOR TO ENSJRE THAT ALL IFW6ATION EMPFBIT M_" 60VOWIE RT ILLATIONS. CONIRA'TOM SHALL ALSO BE FMPONSBI.E FOR OBTAINING ANY NECESSARY PEWITS OR APPROVALS. 5. THIS PLAN 15 SCHEMATIC ANO ME TO THE NATUM OF CONSTRUCTION SLIGHT FIBS MODIFICATIONS MAY BE NECESSARY TO IMPL@ENT PLAN. 6. CONTRACTOR TO VERIFY ACTUAL AVAILABLE WATER PVQ--SMP BEFORE BEGINNING INSTALLATION. CON}RAC. TDR SRALL NOTIFY LANDSCAPE ARCHITECT IF AVAILABLE NATO, PRESSURE PILL HOT ALLOW SYSTEM MODIFICATION TO BE POSSIEL:. t IM6ATION SYSTEMS CONNECTED TO POTABLE RIMER SUPPLY, SHALL HAVE A BAO?M0W PFEAENfEiR INSTALLED. 6. PFERE APFI.146-aE IRRIGATION HEADS ARE TO BE APJJSST07 FOR COMPLETE C."SWE WTH MINIMUM OVER SPRAY BEYOND LANDSCAPE AREAS. 4. EXI5TIN6 TREES TO REMAIN ARE TO 13E PROTSLTW PROM DAMAGE DO NOT TRENCH OR EXCAVATE WITHIN THE CRITICAL ROOT ZONE or ANY TIROS 10. ALL IRRIOATION SL=VM TO ME THE R FONSEILTY OF THE IRR16ATICN CO(MRAOTDR d[OTRIOAL KRIM FOR IRRI6ATION VALVM AND IRRIGATION UH M AR TO Q PLAcm IN SSARATB SLG'VM MAINLINE SNOM FOR II. RR dATION CONTRACTOR SHALL RME M WHTMZATION PROCSIFB FGR IRR6A7ION SYSTEM PRTH OPINEM CLARITY. INSTALL MANJNE AD VALVE ROPRCBNTATIVE 6' FROM BOC PREN 12. ALL RANT MATERIAL IN TREE HOLDING AREAS SHALL CC MAN)ALLY WATEREDARR6ATED TO IaEr MO15T UNTIL POSSIBLE. COORDINATE WITH PLANES. OTIBR DIBOIPUNES TO AVOID CONFUCM 15. CONTRACTOR TO PROVIDE PERMANENT BC CHMARKS ON ALL CAM UNC! AT RELATeP XEMVE LOCATIONS (TYP). (TCP). _ _ _ _ _ 14. THE IRRIGATION "TIM SEAL Be DC6141V AND INSTALLW RD MNMZE ROOT DISTURBANCE IN EXISnm TR=5' E 15. IRRIGATION WRAY5 AND Rl=ft ARE NOT COMNW ON TIE SAke CONTROL VALVE CIRCUIT - LANDSCAPE! 5W5 AND TURP ,ON 51!PARATE CIRCUTS. THIS PPOLCGT, NGJAM6 WIN HORIZONTAL AW VDIVICAL CONSTRXTION SHALL INI:ORPORATE WATB6ENEE PLUHBN6 PURNItES AO ENARSY STAR ARNW W M RSCIII l BY CHAPTER ITS OF THC CITY OF OCOg9 CODE of ODAIANCPi. 11 O m Q J CL z O Q tn t (V LL Q J cr U Q o W �U vJ W W W 00 U OU - W co UJLdO Q0 = 0 O d I-- 0 h U SHEET NUMBER L2.00 O FINISH 6RADE/TOP OF MULCH O VALVE BOX KITH COVER, O IM4018 WNTROL VALVE, ® ID TAB g YNTERPROOP CONNECTION' b 50 -INCH LINEAR LIDISTH OF MRS. COILED O PRE59JM RIBSU.ATR16 CLACK CHECK BASIg' ET FILTH O PVC SOH HO NIPPLE (LIDWH AS REWIRED) O PVC 51-H 40 EL 10 PVC SON HO NIPPLE (2 -INCH LENGTH, WDDE I AND PVC SOI 40 EL it PVC SOH 40 TEE OR EL O MAINLINE PIPE IH 5-1146H MINIMUM DEPTH OF 9/4I14GH YIASED &RAVEL ® PVC SC44 HO NIPPLF CLO: Is PVC, 501440 TEE Ib PVC SCH 40 EL IT PVC SOH 40 FEMALE ADAPTOR IH LATERAL PIPE SIDE 'A I COMMERCIAL CONTROL DRIP ZONE VALVE KIT L15o SECnON / RAN R9 OIRRIGATION OONiROLHL CONTROLLER (OMER TO S - IFY WALL MOUNT OR 5TAIN255 STEL PEDESTAL MOUNT). INSTALL PER MANRA TURER'S REC 7MME DATIONS. O .RMCnCN Box O I -INCH CONDOR AND PITTIN se To POYLR SUPPLY O POWE2 suFFLY WIRE ® 2 -INCH CONPUIT AND PITTINGS FCR STATION WIRES O WFRE5 TO REMOTE CONTROL VALVES NOTES, I. FCR EASE OF INSTALLATION INTO A CONTROLLER WITH MORE THAN 24 STATIONS, INSTALL A JUNCTION BOX AT THE EASE OF CONTROLLER AND TRANVT10N LARSER VALVE ATV CO440N YLRPS PROM PIED TO IS AM MULTI CONDUCTOR WIRE TO BE USED M CONTROLLER. Z USE STEEL CONDUIT FOR ABOVE GRADE AND SON 40 PYO C47NMIT FOR BELOW GRADE CONDITIONS. S. PROJIDL' PROPER 6RCUMO NG COMPCHENTS TO ACHIBM 6RWTb RESISTANCE OF 10 OHMS OR LESS. 2 TYPICAL CONTROLLER L2.9D ELEVATION His NDS VALVE BOX NTN LOCKING COVER MATERIAL BED WITH AT MAXIMUM LATERAL 5PACIN6 OF 16 INCH. ES EACH POINT 51 BE CONNECTED UTILIZING RAINBIRD FITTINGS. Z DRIP TLBIN6 TO BE INSTALLED IN A GRID FINISH 6RADE ....._:..,:. ..�..,.-,: . RSA TORI ET!R INSTALLED IN A LONG CONTINKUS RUN c S. CONTRACTOR TO REFER TO IRRIGATION PLAN I� FOR LOCATION OF CONTROL VALVES THAT CONTROL KIM YUTH IiViY111iIV VF O FINISH 6RADPJTOP OF MULCH IDENTIFICATION TA6 ROib ELL -PVC INSTALLATION SPECIFICAnOH5. TAPE AND BUNDLE WIRING AT 10 FT. SCHEDULE 40 2 O VALYE BOX WITH CO\9L g O P/G SCH 40 TEE NIPPLE E HO Pvc NIPPLE 4 O PVC LATERA. PIPE s O FILTERED DRAIN VALVE, TO SPRINKLERS UYla MAN LINE FITTING BRICK N OF 2) MAIN 5U R'LY LINE LoJ � b' GRAVEL ° J 2' IN. b 'T 6-INGi MIWMIM DEPTH OF 514 -INCH WASHM GRAVEL LRS BOTTOM OF VALVE PIT WITH LANDSCAPE FABRIC. MAINTAIN CLEAR SPACE BETVEEH BOTTOM OF VALVE PIT AND VALVE DO NOT ALLOW BOX TO REST ON PIPE r/ 5 1 TYPICAL CONTROL VALVE \!f0l SECTION 1475 MEN DRIPLINE REOUIRE5 MULTIPLE SUPPLY POINTS MATERIAL BED WITH AT MAXIMUM LATERAL 5PACIN6 OF 16 INCH. ES EACH POINT 51 BE CONNECTED UTILIZING RAINBIRD FITTINGS. Z DRIP TLBIN6 TO BE INSTALLED IN A GRID INSTRUCTIONS. PATTERN DRIP TUBING SHALL NOT BE RSA TORI ET!R INSTALLED IN A LONG CONTINKUS RUN c S. CONTRACTOR TO REFER TO IRRIGATION PLAN THE TYPICAL TRENGHIN6 DETAILS. FOR LOCATION OF CONTROL VALVES THAT O F E _ �SHALL.B SHALL O 1-6-'\ DRAIN VALVE L290 SECTION HTS . AMA PMUM R TO N ExT DRIP'JIPPLY POINT WHERE APPLICABLE NOTE, CONTRACTOR TO REFER To Rm6ATION PLAN FOR I. DRIP TUBIN5 TO BE ROUTED IN THE PLANT LOCAnON OF CONTROL VALVES THAT UTILIZE MULTIPLE ORIPWHE SUPPLY 001,LHEGTIONS. IF NOT MATERIAL BED WITH AT MAXIMUM LATERAL 5PACIN6 OF 16 INCH. ES SHOVN, INSTAL MTHIN ADJACENT GREEN AREA NOT IN A H16HLY VISIBLE AREA, Z DRIP TLBIN6 TO BE INSTALLED IN A GRID INSTRUCTIONS. PATTERN DRIP TUBING SHALL NOT BE INSTALLED IN A LONG CONTINKUS RUN S. CONTRACTOR TO REFER TO IRRIGATION PLAN THE TYPICAL TRENGHIN6 DETAILS. FOR LOCATION OF CONTROL VALVES THAT UTILIZE MULTIPLE DRIPLINE SUPPLY oONAEOnONS OF SHOHW. ®�mills 1 3 TYPICAL THRUST BLOCK \"!fY SECTION N75 I. 5coo FBI CONCRETE OR BETTER I5 TO BE WED FOR THR157 BLOCKS. 2. FOR 4-%AO6 FITT[N55. MNMM O' 2 GBIC TSE OF COWRETE TO BE LEE. 5. FCR 22-VY.i FITTIN55, MNIMN OF 05 O.EIG FEET CF CONCFETE TO UEU.'S:D. 4. FCR TES, MWMR4 CF 2 CMC FEE CF CgY.PEE TO BE U5®. THRFT BLOCKS MEGURER FOR IRRIGATION HAUWNE 21/2' AND LAR6Et 4 THRUST BLOCK REINFORCEMENT L23o SECTION NT5 (D TURF 691+5 O VALVE BOX LV BO FINISH SPADE O)5' AIR RaiEr YALY6 TO BE INSTALLED AT NISH POINTS M DRIP ZONE O K• x 9s' PVC RBDUCER B)SHIN6 © BATS X FEMALE THREAD CONNECTOR, O Xj' BLANC OMPLIHE nslN✓e, eO BARB X MALE THREAD CONNECTOR, O P/C Time oowNeCTED TO PVO HEADER PIPE 10 9' MINIMRkI DEPTH OF %• YHABED 61 p BRICK (I OF 2) _� AIR RELIEF VALVE IN XF5 DRIP LINE L2BD stcnoH Nis MAN SUPPLY, LATERAL AND MAIN 5Ui 120 VOLT IN 1,1IRIN6 LATERAL CONCUIT PURINE a 0 m wO p x O N N OLD HEEDED Y N o ffi � / D \ TYPICAL SPRAY / ROTAR HEAD Lvo SECTION HTS CONCRETE CURB Y41ERE 12 MIN IH MIN IV MIN 12' MIN 12' MIN WHIN Y BASE LATERAL — — APFLICAELE ROADWAYA2RIVF3W+ H _ METAL OETECT NRF/FLAMTIN6 BED MARKING TAFE TURF/PLANTING BED WIRING I O I METALLIC DISC METALLIC DISC MIN ED OF 5LEEVE IRRIGATION END OF SLEEVE SHARED SLEEVE, WHERE APPLICABLE 5. KITH LATERALS R MAINLINE ONLY. MIN AL WRING 15 SEPARATE CONDUIT. INSTALLATCN NOTES, I. ALL MAIN LINE OF URIUM INS ACCORDUS AND TESTED TO MAWIFAC'NRERS INSTALLATION �R CONDUIT BE INSTRUCTIONS. LD I INSTALLED 7ALLAN 2 AL TRENCH DEPTHS AND WIDTHS SHALL BE SHOWN ON ' THE TYPICAL TRENGHIN6 DETAILS. ALL PLAsnO PISNAKED PING TO BE 3 TYPICAL THRUST BLOCK \"!fY SECTION N75 I. 5coo FBI CONCRETE OR BETTER I5 TO BE WED FOR THR157 BLOCKS. 2. FOR 4-%AO6 FITT[N55. MNMM O' 2 GBIC TSE OF COWRETE TO BE LEE. 5. FCR 22-VY.i FITTIN55, MNIMN OF 05 O.EIG FEET CF CONCFETE TO UEU.'S:D. 4. FCR TES, MWMR4 CF 2 CMC FEE CF CgY.PEE TO BE U5®. THRFT BLOCKS MEGURER FOR IRRIGATION HAUWNE 21/2' AND LAR6Et 4 THRUST BLOCK REINFORCEMENT L23o SECTION NT5 (D TURF 691+5 O VALVE BOX LV BO FINISH SPADE O)5' AIR RaiEr YALY6 TO BE INSTALLED AT NISH POINTS M DRIP ZONE O K• x 9s' PVC RBDUCER B)SHIN6 © BATS X FEMALE THREAD CONNECTOR, O Xj' BLANC OMPLIHE nslN✓e, eO BARB X MALE THREAD CONNECTOR, O P/C Time oowNeCTED TO PVO HEADER PIPE 10 9' MINIMRkI DEPTH OF %• YHABED 61 p BRICK (I OF 2) _� AIR RELIEF VALVE IN XF5 DRIP LINE L2BD stcnoH Nis MAN SUPPLY, LATERAL AND MAIN 5Ui 120 VOLT IN 1,1IRIN6 LATERAL CONCUIT PURINE a 0 m wO p x O N N OLD HEEDED Y N o ffi � / D \ TYPICAL SPRAY / ROTAR HEAD Lvo SECTION HTS CONCRETE CURB Y41ERE 12 MIN IH MIN IV MIN 12' MIN 12' MIN WHIN Y BASE LATERAL — — APFLICAELE ROADWAYA2RIVF3W+ H _ METAL OETECT NRF/FLAMTIN6 BED MARKING TAFE TURF/PLANTING BED WIRING I O I METALLIC DISC METALLIC DISC MIN ED OF 5LEEVE IRRIGATION END OF SLEEVE SHARED SLEEVE, WHERE APPLICABLE 5. KITH LATERALS R MAINLINE ONLY. MIN AL WRING 15 SEPARATE CONDUIT. II TYPICAL TRENGHIN6 L%,!:!V SECTION /PLAN NT5 1 1 m BUBBLER NOZ LE AS SPECIFIED. PVC SLIP-TH IMAD ADAPTOR WATER ML A5 PER PLANTER DETAIL FINISHED GRADE H =L _ NI � O m J' IPS FLEX HOSE i n P/C FLEX GLUE AND PRIMER 5' LM45TH MIN NOTE, BUBBLER SHALL NOT BE PLACED AT TRUM FLARE PVC SLIP -THREAD ADA PVC LATERAL J LL W U U LLJ Lli Lu O� U0 Ov — Lu uJco C� ^= pL LL f,^ vJ SHEET NUMBER L2.50 J-ul ALL 120 VOLT WRINi6 IN CONDUIT BE _ 10' LD I INSTALLED 7ALLAN CORDANCe WTN C LOCALCODE ALL PLAsnO PISNAKED PING TO BE IN TRENCHES AS SHO7H. LINES TO BE INSTALLED IN ACCORDANCE NTH MANUFACTURERS INSTALLATION SPECIFICAnOH5. TAPE AND BUNDLE WIRING AT 10 FT. INTERVALS II TYPICAL TRENGHIN6 L%,!:!V SECTION /PLAN NT5 1 1 m BUBBLER NOZ LE AS SPECIFIED. PVC SLIP-TH IMAD ADAPTOR WATER ML A5 PER PLANTER DETAIL FINISHED GRADE H =L _ NI � O m J' IPS FLEX HOSE i n P/C FLEX GLUE AND PRIMER 5' LM45TH MIN NOTE, BUBBLER SHALL NOT BE PLACED AT TRUM FLARE PVC SLIP -THREAD ADA PVC LATERAL J LL W U U LLJ Lli Lu O� U0 Ov — Lu uJco C� ^= pL LL f,^ vJ SHEET NUMBER L2.50 IRRIGATION SYSTEM NOTES: I. THE IRMOATION MAINLINE LAYOUT 15 DIAGRAMMATIC. ANY CHANGES MADE IN THE IRRI6ATION MAN.IE DO TO FIELD CONDITIONS OR CONTRACTOR'S SUBMITTED DE9164,1 SSHALL. BE M ACCORDANCE KIM THESE STANDARDS. 2 SET SPRAY HiADS 6' AND ROTORS C' IN FROM BACK OF CURS OR 24' IF PAVB2141' HAS NO ORB. S. IRRIGATION CONTRACTOR IS RESPONS15LE FOR PERFORMING ALL NECESSARY MOVIPICATIONS REWIRW TO MEET THE SCIEMAnO INTENT OF THESE PLANS PRIOR TO SUISMITTINS PROPOSAL. THEME! PLANS OVTLIM THE OVERALL LAYOUT THE SYSTEM AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ZONE THE SYSTEM A"OROIN6LY BASED ON FLOA AND PRESSURE AVAILABLE. CORRACTOR SHALL BE RESPONSIBLE FOR VEMFYIKS THE FOLLOWING BUT NOT LIMITED TO AVAILABLE FLO*% AVAILABLE PRESSURE, CONNECTION A66E IDLY, C.WAGITY OF THE SYSTEM. 4. CONTRACTOR TO PROVIDE NEW AanVMAnC CONTROLLER FOR PROPOSED SYSTEM 00 BATTERY OPERATED CONTROLLERS ALLOYED). COORDINATE LOCATION NTH OYAER S. CONTRACTOR SHALL BE RESPONSBLE FOR PROVIDING AUTOMATIC RAIN SENSOR COORDINATE LOCATION Al OAMM 6. IRRISATION'Si.ALL NOT EE COMBINED ON A SINSE ZONE AD SHALL BE ZOMFD ACCOROIKS TO IRRISATON TYPE,' PRECIPITATION RATE, AND THE SYSTEM-, AVAILABLE RATER / PR!SiS CONTRACTOR TO 51.E -11T SHOP DRAAMS TO ONPER FOR FenM PRIOR TO INSTALLATION. -1. VERIFY LOCATIONS OF ALL UNDE R6RO ND UTILITIES PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. ALL U IUTIBS AND 5TRl.CTUfSS MAY NOT BE SHiOM ON THESE PLARE-CONTRACTOR SHALL PIER VERIFY. B. CONTRACTOR TO FIELD VERIFY ALL POINT OF C, N TION SOLRCE INFORMATION INCLUDING PSI AND SRM PRIOR TO 60145TRLCTIOK 4. INSTALLATION OF WORK 514ALL BE COORDINATED WITH OTHER CONTRACTORS IN SIKH A MANNER AS TO ALLOW FOR A SPIEWY AND ORDERLY COMPLETION OF ALL YORK ON -5= 10. CONTRACTOR SHALL COORDINATE WITH THE PLANTNG PLAN FOR PLMMM BED ANP TREE LCKAnONS TO BUURE ALL PLANT MATERIAL 15 COVERED BY ICO% HEAD-TO4EAD IRRIGATION. IL CONTRACTOR SHALL PROMOS 'AS -BMT' DRAYUN69 OF THE FINAL INSTALLATION TO OYP@ AT SUBSTANTIAL COMPLETION BEFORE RELEMN6 FINAL PAYMENT. 12. PRODUCTS .SHALL BE AS SPL-CIFIEO OR AFPP/ W ECLAL PRL-PPPROVW MA UFACT AUR!. 1. TORO 2 WRIER S. RANBIRD IS. IRR6ATION CONTRACTOR SHALL SECURE ANY Atm ALL NECESSARY PERMITS FOR THE WORK PRIOR TO C4MME 2ME NT OF HIS OPERATIONS ON-SITE COPIES OP THE PERMITS SHALL SE SENT TO THE OYPBR/6EHE iA. CONTRACTOR WORK IN THE ROYL SHALL CONFORM TO THE ETANDAV" ARD SPralFICATIONS OF LOCAL AID/OR STATE JURISDICTION 14. LOCATE ALL IRRI6AIDON LINES ATHIN LANOSC. APW AREAS ME EVER POSSIBLE ALL LINES ANI E PAVEMENT MST EM BBVIED WITHIN SCA. 40 PVC 2 SIM OP PIPE AND P41M OF STONESMEERIS, ALL VALVES SHALL BE LOCATED WRHIN LANDSOA'ID AREAS. 15. MAINLINE SHALL. NOT BE LOCATED WITHOUT PRIOR APPROVAL OP THE OWER-, REPFa�SBtTATIVE 16. TIE IRMOATON O0WRACTOR SHALL SE DIIECTLY RESPONSIBLE FOR 5LISE/ING AND DIRECTIONAL BORES, IT, ALL SLEEVE' UTILIZED BY THE IRRIOATON CONTRACTOR WETHER INSTALLED BY HIM OR NOT, SHALL ME LOCATED ON THE 'A5-B11LT' PRA IN65. THE DEPTH EE.OW FINISH 6RAtM TO ng MARFST FOOT OF EAGN MV OF THE SLEEVE SHALL BE NOTID AT EACH AVE LOCATION ON THE Y6 -SILT• DRA'UN56, ALL SLEEVES ON PLAN FOR WALL PENETRATIONS AND UNDER SIDEWALKS SIU. BE SIZED TAO RPE SIZES 61iEATER THAN TE RPE IT CARRIES. 18. ALL PRESUIRI S MAINLINES AND LATERALS UNDER PAVEMENT SHALL INS WITHIN SOH. 40 PVO SLEEVES. Nth ELECTRIC OR HYDRAULIC VALVE CONTROL LINES FA65 T9:O.15H A SAVE ACTH OTHER MAIN OR LATERAL LINES THEY 94ALL M CONTXNEV WITHIN A SEPARATT4 %-4 LLER CONGUT. 14. N 433 THE TOP OF ALL VALVE BOX LIDS ATH MINIMUM P H M6H T BLACK LETTERS TO CORRESPOND TO AUTOMATIC AND GATE VALVE W516NAnONS. ALL HOW BIBB VALVE BOXES SHALL BE LABELED IN A SIMILAR MANNER WITH THE DES6NATON 'HB'. LETTER OUTSIDE OF TIME CLOCK CABINETS TO CORRSPOND WTM IRRI6ATTON CLOCK PRosRAM DFSIbNATIOK 20. THE IRR6ATION CONTRACTOR SHALL INSTALL A COLOR COOED METAL DETECTABLE MARKIM TAPE WHICH CLEARLY NOTES, 'C, kMC N, IRV6ATION LRE BURIED SELOR' THE TAR SHALL BE INSTALLED THE PIAL LENGTH OF THE IRR16ATION MANLIME 21. ELECTRIG SERVICE TO THE CONTROLLER SHALL BE PROVIDED BY THE 6EBtAL CONTRACTOR 22 ALL 24 VAC ARN6 FROM VBZCVM TO VALVE SHALL BE OF DIRECT BURIAL COPPER KNE. MV QMIM LE15TL OP ARC PROM DECODER TO VALVE SHALT. NOT EXCEED 400 FEST. AS FOLLOW-,, CONTROL- ARES - N4 COMIMON ARES - HI4 29. ALL VALVES, SPLICES WTHIN CONTROL LINES, AXD QUICK COUPLERS %IALL. 5M LOCATED KTHN WS VALVE BOJNES AS FOLLONS, -RECTAKSULAR 12'XIT HEAVY OVTY BOX 1PURPLE COVER FOR REUSE TO BE RROADED WERE APRORUATE). 24. ALL IRRI6ATION HFADSAMP TUBING SHALL BE LOCATED ONE (1) FOOT FROM BACK OF CURB YiBN NEXT TO A ROADYWY. (THIS SHALL NOT WUAE PARKINS AREAS OR DRIVE ANSE. 23. WADS, LATERALS, EMITTERS, ASV VALVES ARE NOT SHOW{ BUT ARE NECESSARY FOR A FULLY FUNCTIONING IRRIGATOR SYSTEM. 26. LOCATE ALL VALVES IN PLANTING EEDS ACTH A MINIMUM OF 5'-0• FROM BACK OF CURB OR ELSE OF PAVEMENT, UNLESS OTFIERWISE NOTED. PIPE SIZES ON EITHER SDE OF SECTION VANES CONSZTN6 MAIN.BE TO SECTION LATERAL SHALL BE ONE N PIPE SIZE LARGER THAN VALVE SIZE WERE MAHHLLINSR RN PARALLEL TO PAVEMENT OR CURBINS, THE MAINLINE SHALL BE OFFSET 2'-0' FROM THE EDGE OF PAVHMEtT OR CURB. 21. IRR6AnCN zorE5 SHALL BE SEPARATED FOR H1614 AND LOW NATER USE REG UUREME<P' AND OPERATED ON DIFFEteNT WADE RIK5 CYCLES. BUBBLERS, DRFLIE, Am SPRAY HEADS SHALL BE SEPARATED ON DIFFERENT VALVES. AT NO TIME S'.ALL MULTIPLE: IRR6ATICN HEAD TYPES BE LOCATED ON THE SAME VALVE 28. ALL DRIP ZOITE SIAL- BE INSTALLED ATH A FLUSH VALVE AD AR RELY VALVE IN THE EVENT THAT A DRIP ZONE HAS MORE THAN ONE HIGH OR LOW POINT, MORE THAN ONE AIR RELIEF VALVE OR FLL-,H VALVE WILL EM RJSWI D FOR THAT ZOE. DRPLIE SHALL PROVIDE CA SPH EMITTERS, 12. OC. WITH 12' LINE SPACING AT A MINIMUM. 29. ALL KRIN6 FOR CONEGTON OF THE VALVES TO THE OaGROLLER STALL FOLLOW MANUFACTURERS SPECIFICATIONS. IF RCLUIRM, ALL KRIN S, FOR A TWD ARE PATH STALL BE ATH RM/BJE TKSTID PAIR 14 AWS. ELECTRIC CONTROL LllHg FROM THE P=XIER TO THE SCLEROID VALVES SHALL BE TWISTED PAR 18 AWS. ALL DEGODEFS SHALL BE 6RORVEO EVERY IPOO L.F. OR EVMf 10 DEVICES. ALL ACRE SHALL BE FURNISHED N M9NMN 2 N' REELS AND SFUCINS SHALL BE MINIMIZED. BURY SPLICE KIT. ALL 24 VOLT ARM SHALL ES DONE IN ACCORDANCE ATH EXISTINS CODES. 5PLICN6 SHALL BE IN VALVE 8013 OR CONRROLL625 ONLY. IRR6ATION SYSTEM CONTROL SHALL EE TWO ACME PATI. CCMRKTOR SWI. FOLLOW ALL MXNUF W TURERS RE WREMENP' FOR THIS B6TALLATIOR TYHO WIRE SYSTEM SHALL HAVE 2 -WAY COMIMUCAnaHS FUELD PROSRAMMABUTY, STATION SPECFICATONE AND INTEGRATED S1R&E PROTECTION 50. ALL CONTROL ARE SHALL BE INSTALL M N A I #' ELECTRICAL COHDUR. 51. SMALLEST EST DIAMETER LATERAL PIPE SHALL BE 5/4'. 52 RRI6ATON SYSTEM SHALL BE CAPABLE OF SPPL.YIN6 AN AVERAGE OF IDD OF WATER PER AEC WITHIN MATE RTN6 RESTRICTIONS AS AFFUCABLE ES. IRR6ATION SYSTEM SHALL NOT BE INSTALLED TROUSH EXISTING, OR PIRESERVID RANT COMMUNITIES. DO NOT TRENCH THPOWH EMSTINS ROOT SYSTEM" OF ANY VESETATION INNBVED TO M PRESERVED. 54. CONTRACTOR TO MINIMIZE IRU6ATION OVE RT ROW TO IMPS VIO AIV NATURAL- AREAS TRN6H FIELD A17JU5TMER" TO INDMDUA. FEARS. 35. ALL AREAS DISTURBED DVRNS C4NSTR.CnON SHALL BE RESTORE BY THE CONTRACTOR TO THE CONDITION DENOTED ON THE LANDSCAPE PLAN 56. 1RR6ATICN RPIN6 INSTALLED UVEB ROADS AND SIDEWALKS SHALL BE IN SC ISMLE 40 PVC S.EEYINS AT 2X TIE RPE SODS. ALL SLEEVt" SHALL BE FREE OF STONE AD DEBRIS. ST. IRR6ATI(2N SCUPCE TO M MTBE WB.L, POTABLE, OR NON-POTABE YWTER IRR6ATION CONTRACTOR TO VERIFY SOURCE PRIOR TO DESIGN 58. POINT OF CONNECTION TO EM DETEA9NED BY OAER IRRI6AnON SYSTEM CONEGTONS TO THE LOCA. JURISDICTION SERVICE SHALL Cd,i Y WITH ALL APPLICABLE CODES. 59. IRV6ATON CONNECTION MAY REWIRE BA KFLOW PREVENTION, VERIFY WITH LOCAL URSOICTION. 40. IRR6ATION SYSTEM SHALL COMPLY WITH THE LOCAL J)PJWICTOI LAND DEVELOt-MhT CODE ( I ) TYPICAL SCHEMATIC IRRIGATION NOTE5 Lvl BILINGUAL LAWNBOSS- RECLAIMED WATER WARNING SIGN AND STAKE (BY RECYCLE REMINDERS - PART# K-9493. COLOR PURPLE)TO BE UTILIZED WHERE INDICATED ON PLANS. CONTRACTOR TO INSTALL PER MANUFACTURERS SPECIFICATIONS. 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F^>eUt L/THON/A ®® w.,wrttvrvm,r. 7 Nolte wumn' f/i1 &o G?:,il �/� �`2' r.,.a.r � GGHTTNG ..�uy...s�+-x.7u+tea .e r.. eh�a r....+. - L/GHT/NG-ts-Mvw`r"•f+••«u erxla,=v.n BENCHMARK m FND 41 4 CM LB 7153 TOP ELEVr111.00' nrin % TOM1ZL27 NOTE•' THISSHEET(10F2) DISPLAY5 FEE5DHPLEPARCEL ASPER THELE6AL DESCRIPTION BENCHMARK FND 4x4 CM LB 7153 TOP ELEV.=130.60' % lQl � L:101�W K N 1 90' O Op' 1 ( ! 60ld.G 1'-601 TREE LEGEND UAK13 X2 ®PALM20 *CHINA 13ERRYIO 0CAMPHER36 'MAPLEI6 PINE12 >CHERRYII 0 CHINA BERRY10 BOUNDARY & TOP06RAP14IC SURVEY OF DESCRIPTION PROVIDED LOT 8, FOUNTAINS WEST AS RECORDED IN PLA T BOOK 72, PAGES 111 TO 116, PUBLIC RECORDS OF ORANGE COUNTY FLORIDA DESCRIPTION(PROVIDED) : LOT S. FOUN'TA/N5 WEST. ACCOROWG TO THE MAP OR PLAT THEREOF A5 RECORDED N PLAT BOOK 72- PAGES 111 TO 116. PLAXIC RECORDS OF ORANGE COUNTY. FLORIDA. FOR COM 11= LEGAL DE --PZ ION SEE SHEET 2 OF P - LEGEND: m •Part Wm MOwA srArc ewe waaaures aroma rAsr zao FOUNTAINS WEST ciao AN UNOWCATED GO FOOT RIGHT OF WAY ro+4• --------------------------- ♦ -SCT NAL AtA mSc OLTRIOJ o - sar x• Ran RDOH:M aaxim P.9. 72, PG. !II +' 23.42' TRACT 1 P.B. 72, PG 111-116 �- /- LOT 5, � SURVEYOR'S NOTES TO THE TITLE OPINION: 1 FOUelTAINS-WEST N88'4G*15'E 1 OFFSITE BENCHMARK FND N+D LB 6680 295.87W. + 389.44'5. P.B. 72, PG. III i �--'- from SE CORNER PROPERTY FND FGM 4' LB 6680 ELEV.= 142.09' NOTE, SURVEYOR HAS REVIEWED THE FOLLOWING ITEMS DSTED IN SCHEDULE B4 OF OLD REPUBLIC TITLE INSURANCE COMPANY COMMITTMENT NO. 497069 Al EFFECTIVE DATE JUNE 21. 2018 FOR EASEMENTS AND RIGHTS-OF-WAY AND FINDS THE FOLLOWING, EXCEPTION. INITIAL MAIN DOCUMENT, COMMENTS, G. P.B. 72. PAGE 111 AS SHOWN ON SURVEY 7. OR 2735 PGS 539 RESOLUTION NO.653 - AFFECTS PROPERTY CNO EASEMENTS TO BE MAPPED) B. OR 3894 PG 1363 AGREEMENT AS AMENDED IN OR 4702 PG 2589. OR 5896 PG 3531 AND OR 6432 PG 2130 - AFFECTS PROPERTY CNO EASEMENTS TO BE MAPPED) 9. OR 4034 PG 291 AGREEMENT AS AMENDED IN OR 4102 PG 3G7. OR 4702 PG 2576 AND OR 6432 PG 2116 - AFFECTS PROPERTY CNO EASEMENTS TO BE MAPPED) 10. OR 8548 PG 2623 DECLARATION - AFFECT5 PROPERTY CNO EASEMENTS TO BE MAPPED) 11- OR B548 PG 2643 MASTER EASEMENT AGREEMENT AS AMENDED IN OR 9769 PG 789 - EA5EMENT5 CON11G000S TO SUBJECT PARCEL DOES NOT AFFECT PROPERTY. 12. OR -9054 PG 792 DEVELOPMENT AGREEMENT AS AMENDED IN 10147 PG 6957 - AFFECTS PROPERTY CNO EA5EMENT5 TO BE MAPPED) 13. OR 9706 PG 50 CONSERVATION EASEMENT TO SAINT JOHNS RIVER WATER MANAGEMENT DISTRICT - AFFECTS PROPERTY CNO EASEMENTS TO BE MAPPED) K N 1 90' O Op' 1 ( ! 60ld.G 1'-601 TREE LEGEND UAK13 X2 ®PALM20 *CHINA 13ERRYIO 0CAMPHER36 'MAPLEI6 PINE12 >CHERRYII 0 CHINA BERRY10 BOUNDARY & TOP06RAP14IC SURVEY OF DESCRIPTION PROVIDED LOT 8, FOUNTAINS WEST AS RECORDED IN PLA T BOOK 72, PAGES 111 TO 116, PUBLIC RECORDS OF ORANGE COUNTY FLORIDA DESCRIPTION(PROVIDED) : LOT S. FOUN'TA/N5 WEST. ACCOROWG TO THE MAP OR PLAT THEREOF A5 RECORDED N PLAT BOOK 72- PAGES 111 TO 116. PLAXIC RECORDS OF ORANGE COUNTY. FLORIDA. FOR COM 11= LEGAL DE --PZ ION SEE SHEET 2 OF P - LEGEND: m •Part Wm MOwA srArc ewe waaaures aroma rAsr zao ® - MORED AVIAN vmuL OATa1 a pee auw ern eveeeDAt ♦ -SCT NAL AtA mSc OLTRIOJ o - sar x• Ran RDOH:M aaxim R UR1(1' Slitdlr roc o -ram oPtc cnar nnnme ■ - sLT As{ oarae/c na4Lmrt aarnw e - r0un NAL A!A DSc rDc Q®Q - rRc vrruaevrt cao¢ncw . eALlt rtG1Y rRCVLNtat A55019.Y O - rdLU Ye' Rdi RDO #LAP a'Rcz G . rDILO 1/A' Rat ROD #CAP QRL) O . rouo 4Y4' DaCR MONlVIr QC10 � - a4a.0 R15CR -�• aorto !le - TRWGAI[D LKS O - rauo 1' RON eK DTA a X ..OLIO DRII. # %-CU( ea - m,iac�W a � o - aLCN1 ODT STDAI DRNa¢ ONN1a2 �A - aecTAc eoz (aJ . G4WIATCO e - mnRAL ANl1L c - a>can uelcm - eRC A55OSly 011A) rM0 . rR[ marAnr A - O.RVC N.eseR - olow eeawc pa - WTC YAWm .3 - arr wRc �y . � Wpy�� � - RAfATYN VOLK uasr v cast - caxsTpereN CIL . LIIROale W WOrt-ar-WAY car.Rere tmn me - IXit( PaC oP - OMaOOO,1FD MLTAL PPC -au- . OVOartAD UIII(T tLe DD PaaDn : � COCR ! . PIC5511C Ra ••v VALK DLc : Dnc -GRANA¢ # VaM useeurt O. m O_ . OlVAIIDN ®- swrARr scxu Mona[ WLR VALK Ca' . OKL W rAVOtaR OCP - OL'IW. ReNrORGm a0110miC PPCla sic STdW GATaI 64x1 rrL or rr. - rNsn rtoLR a=vAral PIO m POO. • rCUO roc m ILL - rBR CPlas unc OtoIXOtouw ®- eavLv cram secnw v- . TarsTlAoar m . ac AYR o a a • AartrcArlrn TR.VPO slow. eoz lD a ld : ICOTenrw L5 . LPT 5TATIOM - 1R�.fm 0. TCST OORC a0 . MGSIR[➢ 06 O,•c - Aev3a CHD :tartan H . WA- OCT[R a' WAT¢ SaNOC M4VA - IWTONA. ¢aDLTe VCRIIaAL DATU1 QRS g - ®= arms. rcOCAvs QP4 FAQ Hca - wArm+ vN.K Px -MORD L4Y e14L Na- WOOD P[MVt PGL rG • .art a OJNAML R - PCM a TAMDOOT POWPR PGC 0= 19 DaiARTC rOWOt PGC PDe - PDM a KOteNG POC - PCIR a caLVCOVIr Pw . PaLTVNTL OSCRpC • - TNO tXN7 nc - MA[CAP RNt' faCF.[TC MNitAP SPA¢ P RI � � RCPCime[ nal2IIlt Lk- �. ELOGI( NLACR W RL R/W - IEOif-Or-WAT �. 5PW mlVATRN RCA • RLKaRG9 aaLa7L PPL 5WK - LCMGRCIC 5O[N'AlK A -RSOt C11T.J - TYMGN. TDD - Ta W eAN( ® - Y= ARD DRAM T¢ - T¢ a SLOP[ TDP W PPL o - ROlItR 4 . cal RCSTRAteR wr -wood rvrt ®- fWM . wA WARR MON WM - WAMAN B 'ROW OR,1l1 WL - WAMTCR lK � - MAA9aJP PAAWO dtT SkN FWL - rRC WATW LK SWL - SRKA: WATR lK rn - roR¢ nul es4MARn SURVEYOR'S NOTES: 1. PREPARED AS A BOUNaWY & TOPOGRAFHIC SURVEY. DATE OF LAST FIELDWORK • 07/30/18 MAP IS NOT A CDORC4170N OF TITLE, ZONING, SETBACKS OR FREEDOM OF ENCUMBRANCES AND WAS PREPARED W/7H BENEFIT OF ABSTRACT OF 7777E PREPARED BY OLD REPUBUC NA77ONAL TILE INSURANCE COMPANY DA7ED 06/21/18 AND ALL MATTERS OF TOLE SHOULD BE REFERRED TO AN ATTORNEY AT LAW. 2 PARCEL MAY BE SUBJECT TO EASEMEMS RESMICROAG RESERVA77ONS AND RIGHTS OF WAY OF RECORD. (RECORDED UNRECORDED WRII7EN AND UNWRITTEN). J. UNDERGROUND /MPROVE.W647S OTHER TMN THOSE SHOWN NOT LOCATED. 4. ELEVA77ONS SHOWN HEREON WERE DERIVED FROM SITE DEVELOPMENTAL BENCHMARKS PROVIDED AND FIELD RECOVERED BY THIS OFFICE (NAVD 88 DATUM) 5. THIS SURVEY WAS NOT INTENDED TD DELINEATE OR DEFINE ANY WETLANDS, ENVIRONMENTALLY SENSMVE AREAS WILDLIFE H48?A7S OR JURISDIC77ONAL LINES OF ANY FEDERAL, STATE REGIONAL OR LOCAL AGENCY, BOARD, COMMISSION OR OTHER EMILY. 6. PARCEL UES IN FLOOD ZONE -X-, A NON -FLOOD H47ARD AREA AS SHOWN ON FEIIOW INSURANCE R47E MAP COMMUNITY PANEL 12095CO21OF, DATED 09/25/09. 7. ALL BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF THE NORTHEAST 1/4 OF SEC77ON 6-22-256 AS BEARING S86 -38.311Y AS PER PLAT BOOK 72, PAGE 111. 8. SOME TOPOGRAPHIC FEATURES OR SYMBOLS MAY BE EXAGGERATED IN SCALE FOR CLARITY. THE CENTER OF THE SYMBOL OF SUCH FFATURES IS THE CORRECT LOC4770N. 9. DIMENSIONS OF IMPROVEMENTS SHOWN SHOULD NOT BE USED 70 RECONSTRUCT BOUN04RY LINES 10. ENCROACHMENTS NONE FOUND V J J V) LU D V) ©COPYRIGHT 2018 BY ELIJS SURVEYS LLC ALTA/NSPS CERTIFICATION: CERTIFIEDTO: THIS 15 TO CERTIFY THAT THI5 MAP OR PLAT AND THE SURVEY ON CITY OF OCOEE, FLORIDA WHICH IT 15 BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSP5 LAND and t0 TITLE SURVEYS. JOINTLY ESTABLISHED BY ALTA AND N5P5. AND SHUFFIELD, LOWMAN & WILSON, PA. INCLUDES ITEMS, 1 - 4. G. 7a. 7c. B. 9. 10. 11. 12. 13 TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON -�yOF • _ n_ [��• 07/30/18. �-s:7f// R/OBBEERRTTAA. ELLI5, P.1-5. FLORIDA R66L5IRA TION NO. 3880 FOR THERRM wTr:snNEa: NOTE THIS DRAKVJGNOT VALID UNLESSACCOMPANIED WITHSHEET2 OFZ SHEETI OF 10/79/tA (5EE 5HEET2 FOR LEGAL DE5MWTZON5) V J J V) LU D V) (PRIMARY SIGN AREA) TRACT B A=141.99' R=91.00' D=89°24'11" 8 =Ni6°24'00"W C=128.02' A=90.49' flaLL R=57.67' 0=89°54'05" r 8-SIV38'5T'E 0=81.49' I In i LOT 6 A=30.29' IN A=11.09' R=25.00' R=44.00' F-2 �° R=25.00' � f((( /32'00"E o 0� ,I " R=25.00' D=89°24'05" TRACT A B=516°24'03"E i o C=35.17' - `�`� A=25.76' O� � ADOITIONN. ao Foor V / RTW PER RAT BOOK 72. PAGES 111 TO 116 f an ALONGTHE SOUTH LNE OF SAID NORTHEAST QUARTER SOUM 86. 38'31' WEST. L % y? THENCE LEANG SAID SOUTH &ERLN NORTH 05' 13' 58' WEST. 118.74 FEET TO THE I/ NORTHERLY RIGHT OF WAY LPE OF BEST ROAD. PER ORLANDO - ORANGE COUNrr COM AUTHOP,7TY RIGHT OF WAY MAP. PROJECT NO, 75320-6460-602-603, THENCE CONTAUF 2h 1X56' WEST. 337.60 FES THENCE NORTH ST 32' 31' WEST. 35ST FEET TO THE PO BEGATBiG, THENCE SOUTH 67" 22'20' WEST. 44.74 FEET THENCE NORTH 63'4G' 46' V G, THENCE RUIN ALONG THE SOUTH LINE OF SAID NORTHEAST QUARTER SOUTH 86'38'31' 11248 FEET TO THE PONT OF CURVATURE OF A CURVE TO THE RIGHT. HAVNG A RAD[ I ` TRACT A2 5 A A DISTANCE OF 38.76 FEET TO THE PONT OF TANGENCY/ THENCE NORTH 13'18* 36' Y i POC (F2) \( \ \`'9 ST 172 OF THE AND A CENTRAL ANCLE OF 4877 22-, THENCE ALONG THE ARG OF SAID CURVE A DISTAF Iw NORTHEAST } \ SEGTCN 6 I FL i I SOUTH 28' 24' 00' WEST. 17.67 FEET, THEME NORTH 61' 36' 00' WEST. 135.52 FEET 1 (PRIMARY SIGN AREA) TRACT B A=141.99' R=91.00' D=89°24'11" 8 =Ni6°24'00"W C=128.02' A=90.49' flaLL R=57.67' 0=89°54'05" r 8-SIV38'5T'E 0=81.49' I In i LOT 6 A=30.29' IN A=11.09' R=25.00' R=44.00' D=69°25'48" �° R=25.00' � f((( /32'00"E C=37.52' V,- -,,C-28.47- T4,4 C J \% 4/ TRAGI Al IS A MATER TRACT TED TO THE D=25°25'16" CITY O \ C CETT OF OCOEE FL n2q�G \\ ` FOR STGCiWATER TRACT A TRACTR AL+,c TRACT CMSMAMON DEDICATED TO THE GTT OF OCOEE FL DE KATE TaGOTH \ UTY `�`� A=25.76' R=25.00' D=59°01'56" an ALONGTHE SOUTH LNE OF SAID NORTHEAST QUARTER SOUM 86. 38'31' WEST. L TRACT B B=S14°00'38"W THENCE LEANG SAID SOUTH &ERLN NORTH 05' 13' 58' WEST. 118.74 FEET TO THE IN C-24.63' NORTHERLY RIGHT OF WAY LPE OF BEST ROAD. PER ORLANDO - ORANGE COUNrr COM AUTHOP,7TY RIGHT OF WAY MAP. PROJECT NO, 75320-6460-602-603, THENCE CONTAUF NOTE' 7HI55HEET(ZOF2)DISPLAY5THEEASEMENTS ASPER THELE6AL DESCRIPTION i DESCRIPTION(PROVIDED) : IN A=11.09' Lor a. rowmfivs G TO THE MAP OR �CORDID IN _III COUNTY. R=44.00' TRACT �° R=25.00' � C=37.52' TRACT B RESERVED D=25°25'16" CERTAIN MA57ER EASEMENT AGREEMENT RECORDED IN OR BOOK 6548. PAGE 2643, AS FOR STGCiWATER \ B-N20°01'23"W OVER AND ACROSS THE FOLLOWING DESCRIBED PROPERTY- RE l-1100, OWNED ANDNAMA7EDLLC `�`� EXHIBIT F-1' CPRPIARY SIGN AREA-> A PAREL OF LAND LOCATED IN THE NORTH HALF OF SEG77ON G. TOWNSHN 22 SOUTH. an ALONGTHE SOUTH LNE OF SAID NORTHEAST QUARTER SOUM 86. 38'31' WEST. L OGOEG THENCE LEANG SAID SOUTH &ERLN NORTH 05' 13' 58' WEST. 118.74 FEET TO THE MORE PARTICULARLY DESCRIBED AS FOLLOWS, NORTHERLY RIGHT OF WAY LPE OF BEST ROAD. PER ORLANDO - ORANGE COUNrr COM AUTHOP,7TY RIGHT OF WAY MAP. PROJECT NO, 75320-6460-602-603, THENCE CONTAUF PER MASTER 1X56' WEST. 337.60 FES THENCE NORTH ST 32' 31' WEST. 35ST FEET TO THE PO BEGATBiG, THENCE SOUTH 67" 22'20' WEST. 44.74 FEET THENCE NORTH 63'4G' 46' V G, THENCE RUIN ALONG THE SOUTH LINE OF SAID NORTHEAST QUARTER SOUTH 86'38'31' 11248 FEET TO THE PONT OF CURVATURE OF A CURVE TO THE RIGHT. HAVNG A RAD[ EASEMENT AGREEMENT OR BOOK 8544 ` TRACT A2 5 A A DISTANCE OF 38.76 FEET TO THE PONT OF TANGENCY/ THENCE NORTH 13'18* 36' Y PAG: 2643 AS AMENDED N OIL \( \ \`'9 Mx7m TRACT DEDICATED TO THE AND A CENTRAL ANCLE OF 4877 22-, THENCE ALONG THE ARG OF SAID CURVE A DISTAF BOCK 4164 PACs \ GIT'( OF OGOEE. FL i 789 SOUTH 28' 24' 00' WEST. 17.67 FEET, THEME NORTH 61' 36' 00' WEST. 135.52 FEET 1 A22.81' POM OF CURVATURE OF A CURVE TO THE R/CIfr.. HAMO A RADIUS OF 57.67 FEET AND ANGLE OF B4 54' 05', THENCE ALONG THE ARC OF SAID CURVE A MSTANCE Of 40.44 , VSS \ R=25.00' D=52°16 '10" CLRVATURE OF A CURVE TO THE LEFT. HAVING A RADUS OF 4100 FEET AND A CENTRAL A POR77ON OF TRACT B. FOUNTAINS WEST. ACCORDING TO THE PLAT THEREOF A5 \\4, A B=563°56'51"E CLRVE TO THE RIGHT. HAVNG A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF 6r FLORIDA. LOCATED M THE NORTH HALF OF SECTION G. TOWNSHIP 22 SOUTH. RANGE 28 TRACT B 9O : C=22.02' ' ALSO BENG A PONT ON THE PROPOSED EAST RIGHT OF WAY LAIT OF OCOEE - APOPKA `72 \O r_A= OA G WAY LINE 4L77 EA FEET, THENCE LMG SAID FAST RIGHT OF WAY LAE RMT NORTH 68' 2: COMMENCE AT THE INTER5EC77ON OF THE EASTERLY RIGHT OF WAY LME OF 3851 FEET THENCE NORTH Sr 50' 12' EAST. 111.53 FELT, THENCE SOUTH 32' 49' O4 U3� 732 \ 1416 FEET], THENCE SOUTH 52'37' 06' FAST. 42.26 FEET, THENCE SOUTH 33'1q'. 23,70 FEET, THENCE SOUTH 04 10. 54' WEST. 3348 FEET TO THE PONT OF CLRVATUR SECTI077ONON TE RLY 6t THENCE NORTH 28'1759' EA57, ALONG SAID EASTERLY RIGHT OF WAY LME CURVE TO THE LEFT. HAVING A RADUS OF 25.00 FEET AND A CENTRAL ANGLE OF 64 2: qQ'P GTO 15 A RkV.IG EAST. 5B9 FEET TO THE POINT OF BEC7Mo, THENCE NORTH 287852' EAST. 10.00 FEET] THENCE 06 TRA],. TRACT _ O�ATED TO LOT 6 THENCE SOUTH 78' 32' 01' EAST. 4404 FET, THENCE SOUTH], 43' 31' 36' WEST. OF OCOEE TO THE PGM OF CLRVATURE OF A CLAVE TO THE LEFT HAMG A RADIUS OF 2500 FE AND TOGETHER WITH A NON-EXCLUSNE PERPETUAL EASEMENT FOR STORMWATER DRAINAGE CENTRAL ANGLE OF 54 01' S6} THENCE ALONG THE ARC OF SAID CURVE A DISTANCE 01 PURPOSES A5 SET FORTH M THAT CERTAIN MASTER EASEMENT AGREEMENT RECORDED M FEET TO THE PONT OF TANGENCY, THENCE SOUTH 15'30'20' EAST. 1510 FEET, THEM OR. BOOK 6548. PAGE 2643. A5 AMENVED IN O.R. BOOK 4769. PAGE 784 PUBLIC 03' 03' 50' FAST. 28.85 FEET, THENCE SOUTH O7 18' 45' EAST. 38.65 FEET TO THE I RECORDS OF ORANGE COUNTY. FLORIDA. OVER AND AG 066 THE FOLLOWING DESCR®ED aRvATLAw OF A CURVE TO THE LETT HANDING A RADIUS of 25.00 FEET AND A CENTRAL PROPERTY 25.25. 16, THENCE ALONG 7HE ARC OF SAID CURVE A DISTANCE OF 1L04 FEET TO THI TANGENCY. THENCE SOUTH 32' 44' OS- EAST. 6284 F THENCE' SOUTH 46" 50' 23' E EXHIBIT M' CSTORMWATER PAGUfYL FEET, THENCE SOUTH 51' OX 58' EAST. 2455 FEET, THENCE SOUTH 37' 48' 46• EAST. TO THE PQM OF CLRVATLRE OF A CURVE TO 7FE LEFT. HAMr A RADIUS OF 25.00 FE T` A PARCEL OF LANG LOCATED A THE NORTH HALF OF SECDON 6. TOWNSHP 22 SOUTH. RANGE 28 FEET TO THE POM OF TANGENCY], THENCE NORTH 84 55' 04' FAST. 4142 FEET, THEM,, A=72.48' ST 37'32' EAST. 3752 FEET, THENCE SOUTH 18' 16' 54' EAST. 223.32 FEET TO THE H DESCRIBED AS FOLLOWS, BEGPMI a R=86.00' ` m` 1� m 0=48°17'22` l 8=53127'19"E w, Y. TRACT C-70.36' m�, B N� c �k DESCRIPTION(PROVIDED) : A=38.76' Lor a. rowmfivs G TO THE MAP OR �CORDID IN _III COUNTY. R=44.00' PLAT BOOK 7P- PACE PUB RECORDS OF ORANGPLAT FLORIDA. 8=N38°032942"W C=37.52' TOGETHER WITH NON-EXCLUS)VE PERPETUAL SIGN EASEMENTS AS SET FORTH M THAT Y� 5b� CERTAIN MA57ER EASEMENT AGREEMENT RECORDED IN OR BOOK 6548. PAGE 2643, AS AMENDED IN OR, BOOK 4764 PAGE 784 PUBLIC RECORDS OF ORANGE COUNTY. FLORIDA, OVER AND ACROSS THE FOLLOWING DESCRIBED PROPERTY- DESOIPTION(CONTINUED) EXHIBIT F-1' CPRPIARY SIGN AREA-> COFPEME AT THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF SAO 5E0770M A PAREL OF LAND LOCATED IN THE NORTH HALF OF SEG77ON G. TOWNSHN 22 SOUTH. an ALONGTHE SOUTH LNE OF SAID NORTHEAST QUARTER SOUM 86. 38'31' WEST. L RANCE 28 EAST. IN THE CITY OF OCOEE. ORANGE COUNTY. FLORIDA. SAO PARCEL BEING THENCE LEANG SAID SOUTH &ERLN NORTH 05' 13' 58' WEST. 118.74 FEET TO THE MORE PARTICULARLY DESCRIBED AS FOLLOWS, NORTHERLY RIGHT OF WAY LPE OF BEST ROAD. PER ORLANDO - ORANGE COUNrr COM AUTHOP,7TY RIGHT OF WAY MAP. PROJECT NO, 75320-6460-602-603, THENCE CONTAUF COMMENCE AT THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 1X56' WEST. 337.60 FES THENCE NORTH ST 32' 31' WEST. 35ST FEET TO THE PO BEGATBiG, THENCE SOUTH 67" 22'20' WEST. 44.74 FEET THENCE NORTH 63'4G' 46' V G, THENCE RUIN ALONG THE SOUTH LINE OF SAID NORTHEAST QUARTER SOUTH 86'38'31' 11248 FEET TO THE PONT OF CURVATURE OF A CURVE TO THE RIGHT. HAVNG A RAD[ WEST, 127549 FEET, THENCE LEANNG SND SOUTH LME RUN NORTH 05'1358' WEST, 118.79 FEET 44.00 FEET AND A CENTRAL ANGLE OF 50. 26'08', THENCE ALONG THE ARG OF 1 TO THE PROPOSED NORTHERLY RIGHT OF WAY UNE OF WEST RCAD, PER ORLANDO -ORANGE COUNTY A DISTANCE OF 38.76 FEET TO THE PONT OF TANGENCY/ THENCE NORTH 13'18* 36' Y EXPRESSWAY AUTHORITY RIGHT OF WAY AP1P, PRCVECr NO. 75320-64 60-602-603; 7HENCE NORTH FEET TO THE PONT Of CURVATURE OF A CURVE TO THE LEFT. HA MG A RADIUS OF 86. 89'56'49' WEST, ALONG -WD NORTHERLY RIGHT OF WAY UNE 249.75 FEET- THENCE LEAVING SAID AND A CENTRAL ANCLE OF 4877 22-, THENCE ALONG THE ARG OF SAID CURVE A DISTAF NORTHERLY RIGHT OF WAY UNE; RUN NORM 00'03'11' EAST, 39.55 FEET TO THE POINT OF7248 FEET TO THE PONT OF TAMOCY, THENCE NORTH 61' 36' 00' WEST. 108.43 FEE BEGINNING,• THENCE SOUTH 89'18'03' WEST, 6.00 FEET- THENCE 00'4157' WEST, 20.00 FEET, 7HENCE NORTH 28:24: CO. EAST. 17.67 FEET, THENCE NORTH 61' 36' 00' WEST. 35.00 FEET, NORTH 89'18103' EAST 8.00 FELT,• THENCE SOUTH 00'41'57' EAST, 20.00 TO THE POINT OF SOUTH 28' 24' 00' WEST. 17.67 FEET, THEME NORTH 61' 36' 00' WEST. 135.52 FEET 1 BEGINNING. POM OF CURVATURE OF A CURVE TO THE R/CIfr.. HAMO A RADIUS OF 57.67 FEET AND ANGLE OF B4 54' 05', THENCE ALONG THE ARC OF SAID CURVE A MSTANCE Of 40.44 , EXHIBIT F C55CONDARY THE PONT OF TANGENCY, THENCE NORTH 28' 18. 05' EAST. 108.82 FEET TO THE PONT 2' SIGN AREA), CLRVATURE OF A CURVE TO THE LEFT. HAVING A RADUS OF 4100 FEET AND A CENTRAL A POR77ON OF TRACT B. FOUNTAINS WEST. ACCORDING TO THE PLAT THEREOF A5 8'r 24' IS'], THENCE ALONG THE ARG OF SAID CURVE A DISTANCE OF 14144 FEET TO 7H TANG.E7HGY, THENCE NORTH 61' 06' 06' WEST 128.81 FEET TO THE PONT OF CLRVA7LRE RECORDED IN PLAT BOOK 72 PACES 111 TO 116, PUBLIC RECORDS OF ORANGE COUNTY. CLRVE TO THE RIGHT. HAVNG A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF 6r FLORIDA. LOCATED M THE NORTH HALF OF SECTION G. TOWNSHIP 22 SOUTH. RANGE 28 THENCE ALONG THE ARG OF SAID CURVE A DISTANCE OF 3401 FEET TO 7HHE PONT OF EAST. IN THE CITY OF OCOEE. ORANGE COUNTY. FLORIDA. SAD PARCEL BEING MORE ALSO BENG A PONT ON THE PROPOSED EAST RIGHT OF WAY LAIT OF OCOEE - APOPKA PARTCU.ARLY DESCRIBED AS FOLLOWS, SAIDRIGHT OF WAY MAP, THENCE NORTH 28' 17' 59' EAST. ALONG SAID PROPOSED FA57 WAY LINE 4L77 EA FEET, THENCE LMG SAID FAST RIGHT OF WAY LAE RMT NORTH 68' 2: COMMENCE AT THE INTER5EC77ON OF THE EASTERLY RIGHT OF WAY LME OF 3851 FEET THENCE NORTH Sr 50' 12' EAST. 111.53 FELT, THENCE SOUTH 32' 49' O4 O POKA ROAD PER SAND PLAT AND THE EAST LINE THE NORTHEAST � OF SAID 1416 FEET], THENCE SOUTH 52'37' 06' FAST. 42.26 FEET, THENCE SOUTH 33'1q'. 23,70 FEET, THENCE SOUTH 04 10. 54' WEST. 3348 FEET TO THE PONT OF CLRVATUR SECTI077ONON TE RLY 6t THENCE NORTH 28'1759' EA57, ALONG SAID EASTERLY RIGHT OF WAY LME CURVE TO THE LEFT. HAVING A RADUS OF 25.00 FEET AND A CENTRAL ANGLE OF 64 2: 29237 FEET, THENCE LEAVING SAID EASTERLY R/GHr OF WAY LINE. RUN SOUTH 61'42'01' THENCE ALONG THE ARG OF SAID CLRVE A DISTANCE OF 3024 FEET TO THE PONT OF EAST. 5B9 FEET TO THE POINT OF BEC7Mo, THENCE NORTH 287852' EAST. 10.00 FEET] THENCE THENCE SOUTH 60' 14' 5-5' FAST. 5529 FEET, THENCE SOUTH 67 37- 23- EAST SOUTH 614108' EAST. 20.00 FEET, THENCE SOUTH 287852' WEST. 10.00 FEET, THENCE NORTH FEET, THENCE SOUTH 50' 51' 57' EAST. 3654 FEET, THENCE SOUTH 34 25' 49' FAST. 6141108' WEST. 20.00 FEET TO THE PONT OF BEGNNBHO THENCE SOUTH 78' 32' 01' EAST. 4404 FET, THENCE SOUTH], 43' 31' 36' WEST. TO THE PGM OF CLRVATURE OF A CLAVE TO THE LEFT HAMG A RADIUS OF 2500 FE AND TOGETHER WITH A NON-EXCLUSNE PERPETUAL EASEMENT FOR STORMWATER DRAINAGE CENTRAL ANGLE OF 54 01' S6} THENCE ALONG THE ARC OF SAID CURVE A DISTANCE 01 PURPOSES A5 SET FORTH M THAT CERTAIN MASTER EASEMENT AGREEMENT RECORDED M FEET TO THE PONT OF TANGENCY, THENCE SOUTH 15'30'20' EAST. 1510 FEET, THEM OR. BOOK 6548. PAGE 2643. A5 AMENVED IN O.R. BOOK 4769. PAGE 784 PUBLIC 03' 03' 50' FAST. 28.85 FEET, THENCE SOUTH O7 18' 45' EAST. 38.65 FEET TO THE I RECORDS OF ORANGE COUNTY. FLORIDA. OVER AND AG 066 THE FOLLOWING DESCR®ED aRvATLAw OF A CURVE TO THE LETT HANDING A RADIUS of 25.00 FEET AND A CENTRAL PROPERTY 25.25. 16, THENCE ALONG 7HE ARC OF SAID CURVE A DISTANCE OF 1L04 FEET TO THI TANGENCY. THENCE SOUTH 32' 44' OS- EAST. 6284 F THENCE' SOUTH 46" 50' 23' E EXHIBIT M' CSTORMWATER PAGUfYL FEET, THENCE SOUTH 51' OX 58' EAST. 2455 FEET, THENCE SOUTH 37' 48' 46• EAST. TO THE PQM OF CLRVATLRE OF A CURVE TO 7FE LEFT. HAMr A RADIUS OF 25.00 FE CENTRAL ANGLE OF 52' 16' 10', THENCE ALONG THE ARC OF SAID CURVE A DISTANCE Of A PARCEL OF LANG LOCATED A THE NORTH HALF OF SECDON 6. TOWNSHP 22 SOUTH. RANGE 28 FEET TO THE POM OF TANGENCY], THENCE NORTH 84 55' 04' FAST. 4142 FEET, THEM,, EAST. N THE Orr OF OCOM ORANGE COL TY. FLOODA. SAID PARCEL BEING MORE PARTCLLARLY ST 37'32' EAST. 3752 FEET, THENCE SOUTH 18' 16' 54' EAST. 223.32 FEET TO THE H DESCRIBED AS FOLLOWS, BEGPMI a ----------- SKETCH OF DESCRIPTION DESCRIPTION PROVIDED LOT 8, FOUNTAINS WEST AS RECORDED IN PLA T BOOK 72, PA6E5Ill TO 116, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA N 60• 0 60• SC.N.G I` 60• N89°32'39'W 355.90' _ FOUNTAIN _ WEST BLVD 164u• "�A�-58872'31'E LOT 5 jq TRACT I 5EC' NDARY SIGN AREA) i I 3 "yTo N WEST RLINE S89°56'49"E 249.75' I I POC (Fl) WEST ROAD POC (H) GdAMEAST CC/0 T 1 OF M n�GRBeAs; I ORLANDO -ORANGE uiessrr maf EAor WArAY AUDIO O lNOii OF WAY FNP. 7-0.2-6 NO. SOUIVH ttaf 7=0-6460-602-603� or mE NORn2Ast i --------- SEGTiON-'--- _-_-- 1275_.49' _ -- ------'------586°38'31"W I NOTE THIS DRA WING NOT VALID UNLESS ACCOMPANIED Ka THSHEETIOF2 SHEET2 OFZ (SEE SHEET L FOR SVRVEYOR'S FK,T E5) U J J V) W i D V) V) J J W Kimley»>Horn MEMORANDUM To: Michael Rumer City of Ocoee City Planner From: James M. Taylor, P.E. Kimley-Horn and Associates, Inc. Date: May 15, 2018 Subject: Fountains West PUD Lot 8 Trip Generation Impact, Purpose The following analysis was prepared to determine the anticipated trip generation impact for Fountains West PUD Lot 8 to supplement a rezoning application for the property. The anticipated trips were compared to the Maximum ADT allowed for Lot 8. Existing PUD Trips The existing Fountains West PUD allows for the following maximum trip totals for Lot 8: • 519 Daily Trips • 38 PM Peak Hour Trips Proposed Land Use The proposed land use for Fountains West PUD Lot 8 consist of two (2) development phases, as follows: Phase 1: • 102,600 square feet of Mini -Warehouse (Self -Storage) Phase 2: • 20,000 square feet of Day Care • 10,000 square feet of Fire Station • Possible expansion by the Fire Department to add training facilities on the northern portion of the property Fountains West Lot 8 - Page 2 Kimley»>Horn Trip Generation A trip generation summary was prepared using data and procedures available in the latest edition (loth) of the Institute of Transportation Engineer's (ITE) Trip Generation Handbook. Table 1 shows the summary of anticipated trip generation for Fountains West PUD Lot 8. Table 1: Trip Generation Summary (Lot 8) 'Notes: 'Based on average vehicle trip rates and directional splits per rrEs Trip Generation Manual, 10th Edition 2FIre Station training space assumed ancillary to the Fire Station. As shown in Table 1, the Daily and PM Peak hour trips anticipated from the proposed Lot 8 land use compares with the approved PUD trip allowances, as follows: Phase 1 (Mini -Warehouse Only) * 155 Daily Trips Proposed (< 519 Daily Trip Allowed) * 17 PM Peak Hour Trips Proposed (< 38 PM Peak Hour Trips Allowed) Phase 2 (Cumulative Uses) * 1,155 Daily Trips Proposed (> 519 Daily Trip Allowed) * 244 PM Peak Hour Trips Proposed (> 38 PM Peak Hour Trips Allowed) 1 189 South Orange Avenue, Suite 1000, Orlando, FL, 32801 1 Land Use ITE LUC Size units Trip Rate' Daily Trip Generation Total Ini Due PHASE 1 - Mni-Warehouse 151 102.61 KSF 1.51 155 5o% 78 50% 77 PHASE 2 - Day Care Center 565 20 KSF 1 47.62 952 50% 476 50% 476 PHASE 2 - Fire & Rescue Station & Training2 575 10 KSF 1 4.80 48 5o% 24 50-1. 24 Total Generated Trips 1,155 1 5783 577 0 Land Use ITE LUC Size Units Trip Rate' PM Peak Hour Trip Generation Total In I Due PHASE 1 - Mni-Warehouse 151 102.6 KSF, 0.17 17 47% 1 8 w% 9 d PHASE 2 - Day Care Center 565 20 KSF I 11.12 222 53% 118 47% 104 a PHASE 2 - Fire & Rescue Station & Training2 575 10 1 KSF 0.48 5 29% 1 1 7r/. 4 IL Total Generated Trips 1 1 244 127 117 'Notes: 'Based on average vehicle trip rates and directional splits per rrEs Trip Generation Manual, 10th Edition 2FIre Station training space assumed ancillary to the Fire Station. As shown in Table 1, the Daily and PM Peak hour trips anticipated from the proposed Lot 8 land use compares with the approved PUD trip allowances, as follows: Phase 1 (Mini -Warehouse Only) * 155 Daily Trips Proposed (< 519 Daily Trip Allowed) * 17 PM Peak Hour Trips Proposed (< 38 PM Peak Hour Trips Allowed) Phase 2 (Cumulative Uses) * 1,155 Daily Trips Proposed (> 519 Daily Trip Allowed) * 244 PM Peak Hour Trips Proposed (> 38 PM Peak Hour Trips Allowed) 1 189 South Orange Avenue, Suite 1000, Orlando, FL, 32801 1 Fountains West Lot 8 - Page 3 Kimley»>Horn Conclusions The comparison of anticipated trips for the proposed Fountains West PUD rezoning versus the current approved trip allowance in the existing PUD shows the following: The proposed rezoning of Lot 8 will result in more Daily and PM Peak Hour trips than allowed for in the existing PUD. The anticipated Lot 8 Phase 1 development (102,600 square feet of Mini - Warehouse) will result in less Daily and PM Peak Hour trips than allowed for in the existing PUD. Recommendation Condition to rezoning of Lot 8 to allow for development of the Mini -Warehouse. Impacts from any development beyond the Mini -Warehouse should be assessed with a traffic impact study and mitigated for as appropriate. ITEM NUMBER IV. D. PUBLIC HEARING FOUNTAINS WEST COMMONS PUD 1 . SMALL SCALE COMPREHENSIVE PLAN AMENDMENT 5 Mayor Commissioners Rusty Johnson \/ Larry Brinson, Sr., District 1 Rosemary Wilsen, District 2 City Manager Richard Firstner, District 3 Robert Frank oc(we George Oliver III, District 4 Florida STAFF REPORT TO: The Planning and Zoning Commi • FROM: Michael Rumer, City Planner DATE: April 9, 2019 SUBJECT: FOUNTAINS WEST COMMONS PUD SMALL-SCALE COMPREHENSIVE PLAN AMENDMENT PROJECT NO: CPA-2019-001 ISSUE: Should the Planning & Zoning Commission (P&Z) recommend approval of the Small-Scale Land Use Amendment from "City of Ocoee" Low-Density Residential and Light Industrial to "City of Ocoee" Commercial for Fountains West Commons PUD? BACKGROUND: The Comprehensive Plan Amendment parcel lies on the west side of lot 8. The subject property is approximately 5.35 acres in size. The subject property is currently undeveloped and sparsely covered with a small mixture of sand pine, scrub and laurel oak trees and other varieties of trees scattered around the property. The existing Future Land Use designation is Low-Density Residential and Light Industrial. Land use to the north is a water treatment facility (the City of Winter Garden treatment plant), zoned A-1; to the west and south is commercial. DISCUSSION: As stated above, the (small-scale) Comprehensive Plan Amendment consists of classifying approximately 5.35 acres of the subject property from "Low-Density Residential and Light Industrial" to "Commercial." The Applicant proposes to incorporate this land into the Fountains West PUD with a re-platted new name of Fountains West Commons. The project will consist of a three (3) commercial lot subdivision on 11 acres. The Fountains West PUD and Fountains West Commons project itself is situated on the northeast corner of the intersection of West Road and Ocoee-Apopka Road. Both roadways are designated as arterial roadways. The area has seen a significant change since the inception of the Fountains West PUD development. To the east, the property developed as a 240-unit apartment community and a • . • • The Planning and Zoning Commission Meeting Date April 9,2019 Page 2 of 2 charter school. The south has had two fast food users build on the two vacant lots. Also, a daycare has been approved and is under construction on the south side of West Road. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on March 4, 2019, and reviewed the proposed Small-Scale Land Use Amendment. No issues were raised, and the DRC voted unanimously to recommend approval of the proposed Small-Scale Amendment. STAFF RECOMMENDATION: Staff recommends that the Planning and Zoning Commission recommend Approval of the Small-Scale Land Use Amendment from "City of Ocoee" Low-Density Residential and Light Industrial to "City of Ocoee" Commercial for Fountains West Commons PUD. Attachments: Location Map Existing Future Land Use Map Proposed Future Land Use Map ountains West Commons Small scale comprehensive Plan Amendment Location n LNJ WV Ocoee f I o r i d a Ocoee Community Development Department Printed: March 2019 Lakes and Water Bodies Parcels Low Density Residential After Proposed Annexation Expressways ROW's Low Density Residential Medium Density Residential High Density Residential Professional Offices and Services Commercial Light Industrial Heavy Industrial Conservation/Floodplains Recreation and Open Space Public Facilities/Institutional Road Right -of -Way Lakes --Natural Water Bodies Unincorporated Territory Fountians West Commons PUD Small Scale Comprehensive Plan Amendment Future Land Use Map UP Ocoee fIorid a Ocoee Community Development Department Printed: March 2019 end Lakes and Water Bodies Parcels Low Density Residential After Proposed Annexation Expressways ROW's Low Density Residential Medium Density Residential I High Density Residential IProfessional Offices and Services Commercial Light Industrial Heavy Industrial Conservation/Floodplains Recreation and Open Space I Public Facilities/Institutional Road Right -of -Way Lakes --Natural Water Bodies Unincorporated Territory Fountians West Commons PUD Small Scale Comprehensive Plan Amendment Proposed Future Land Use Map ITEM NUMBER IV. E. PUBLIC HEARING OCOEE VILLAGE CENTER 1 . LARGE SCALE COMPREHENSIVE PLAN AMENDMENT 2. REZONING TO PUD Mayor Commissioners Rusty Johnson 404P Larry Brinson Sr., District 1 Rosemary Wilsen, District 2 City Manager - Richard Firstner, District 3 Robert Frank �) George Oliver III, District 4 florida STAFF REPORT TO: The Planning and Zoning Commission FROM: Michael Rumer, City Planner DATE: April 9, 2019 SUBJECT: OCOEE VILLAGE CENTER PUD LARGE SCALE COMPREHENSIVE PLAN AMENDMENT AND ZONING TO PUD/LAND USE PLAN PROJECT NO(S): CPA-2018-006 & RZ-18-06-09 ISSUE: Should the Planning & Zoning Commission recommend approval of the Large-Scale Comprehensive Plan Amendment from Low-Density Residential to High Density Residential and Commercial, and a rezoning to PUD/ PUD Land Use Plan (Planned Unit Development) for Ocoee Village Center? BACKGROUND: Owners: Beryle Buchman, Carol A Cole, Thomas Cole, Elise Solomon, & Robert Solomon with Kenneth Buchman as owner's representative. Applicant: Richard Wohlfarth Site Location: The subject properties are located on the north side of Clarcona Ocoee Road and east of SR 429, South of Clarcona Ocoee Road and east of N. Lakewood Ave., and east of the intersection of Fullers Cross Road and N. Lakewood Avenue. The site is located within the SR 429 "Interchange Village Character Area. Parcel Identification Number(s): 05-22-28-0000-00-040, 05-22-28-0000-00-046, and 05-22-28-0000- 00-004 Property Size: +/- 73.17 acres Existing Future Land Use: Low Density Residential (LDR) - Four Dwelling Units per acre Existing Zoning: R-1A (Single-Family Dwelling) Lot size is 8,000 sf and 70 foot of width Actual land use, proposed land use and unique features of the subiect property: The property is vacant/ undeveloped. The property has an agricultural exemption for the cultivation of planted pines. , d The Planning and Zoning Commission Meeting Date April 9,2019 Page 2 of 4 The future land use & requested initial zoning classification of the subject property: CURRENT PROPOSED Jurisdiction/Zoning City of Ocoee/"R-1A" City of Ocoee/"PUD" Classification "Single-Family Dwelling" "Planned Unit Development" The current future land use and zoning classifications of the surrounding properties: Direction Future Land use Zoning Classification Existing Land Use North SR 429 Expressway/ ROW/PUD (Townhomes) Vacant Low-Density Residential East City of Ocoee City of Ocoee "A-1" /Orange Single-Family "Recreation" / Low County "A-1" Dwellings Density Residential South Low Density Orange County "A-1" SR 429 (Western Residential Expressway) West Low Density Orange County "A-1" Single-Family Residential Dwellings/ Agricultural DISCUSSION: The applicant is proposing a Large-Scale Comprehensive Map Amendment from Low Density Residential (4 D.U./Acre) to High Density Residential (8-16 D.U./Acre) and Commercial. A rezoning to PUD for a mixed-use community that will include 150,000 S.F. of Commercial, 196 Unit Townhomes with 316 Unit Apartments Please See the Ocoee Village Center Comprehensive Plan Amendment document prepared June 28, 2018. The following table depicts the impacts the proposed development has on public facilities: Public Facility Existing Zoning Proposed Development Net Impact (R-1A) (PUD *292 SFR 316 Apartments / 196Townhomes and 150,000 SF of Commercial units and 120 Hotel) Water(300 ERU) 87,600 gpd Apartments 60,000 gpd 51,300 gpd (Orange Townhomes 72,600 gpd County) Retail 3,000 gpd Hotel 120 Room Sewer (270 ERU) 78,840 gpd 56,000 gpd 47,880 gpd Orange Count Traffic ADT 261 1,472 1,211 additional tri is Assumes 73.17 acres/4 DU The Planning and Zoning Commission Meeting Date April 9,2019 Page 3 of 4 Utilities: The site is located within the City of Ocoee's service area and is proposing to connect to public utilities for water and sewer. There is an existing 12" water main and force main on N Lakewood and westerly on Fullers Cross Road. An extension is required. Approval of the proposed water and sewer utility plan is required prior to the approval of the final subdivision/site plan. Sewer is available south of Fullers Cross Road and an extension and lift station will be required. Transportation /Traffic: The proposed PUD accesses N Lakewood Avenue, and Clarcona Ocoee Road. Both roads are operating at an acceptable level of service. A plan is provided which indicates road sections to be vacated or transferred (See sheet C-4). Schools: The project will have to mitigate for the extra capacity of 78.525 Elementary Schools students and 9.665 Middle School students (See School Capacity Determination Capacity Enhancement Letter). Public Safety: The nearest Fire Department is Station 38 located on 313 West Road which is approximately 0.5 miles from the property. The estimated response time is less than 2 minutes. The Police Sub Station is located 0.5 miles from the subject property. The estimated response time is 3 minutes from within the enforcement zone. Drainage: The subject site is located within the Apopka Drainage Basin and therefore, must meet the requirements of Section 11.7 (a) SJRWMD Management and Storage of Surface Water Handbook and Wekiva Study Area BMP's. Design of the drainage system will be evaluated in more detail prior to final engineering approval. Recreation and Open Space: No impacts on recreation facilities are proposed. The applicant will be required to provide thirty- five (35) percent open space. APPLICABLE POLICIES: Special Districts: The site is located within the Wekiva Study Area and does contain one of the protected features. • • The Planning and Zoning Commission Meeting Date April 9,2019 Page 4 of 4 DEVELOPMENT REVIEW COMMITTEE (DRC) RECOMMENDATION: On January 29, 2019, the DRC met to determine if the proposed Large-Scale Comprehensive Plan Amendment and rezoning to PUD was consistent with the City's regulations and policies. When the discussion was finished, the DRC voted to recommend approval of the Large-Scale Comprehensive Plan Amendment and rezoning to PUD/Land Use Plan for Ocoee Village Center. STAFF RECOMMENDATION: Based on the above analysis and the subsequent DRC recommendation, Staff recommends that the Planning & Zoning Commission recommend approval of the Large-Scale Comprehensive Plan Amendment from Low-Density Residential to High Density Residential and Commercial, and a rezoning to PUD/ PUD Land Use Plan (Planned Unit Development) for Ocoee Village Center, subject to the comments made from staff. Attachments: Location Map; Future Land Use Map; Proposed Future Land Use Map; Surrounding Zoning Map; Aerial Map; PUD Land Use Plan; Comprehensive Plan Amendment Package; Traffic Study; OCE-18-005 Greens at Forest Lake denial letter.pdf. k Ocoee f to rid. Ocoee Development Services Department 0 245 490 980 Feet Created: January 2019 QSubject Property Unincorporated Territory 0 and Other Municipalties Low Density Residential Medium Density Residential High Density Residential Professional Offices and Services Commercial Light Industrial Heavy Industrial Conservation/Flood plains Recreation and Open Space Public Facilities/Institutional Lakes and Water Bodies Future Land Use Map Ocoee Village Center PUD UP Ocoee f I o r i d a Ocoee Community Development Department Printed: March 2019 Legend Lakes and Water Bodies Parcels Low Density Residential After Proposed Annexation Expressways ROW's Low Density Residential Medium Density Residential High Density Residential Professional Offices and Services Commercial Light Industrial Heavy Industrial Conservation/Floodplains Recreation and Open Space Public Facilities/Institutional Road Right -of -Way Lakes --Natural Water Bodies Unincorporated Territory Ocoee Village Center PUD Large -Scale Comprehensive Plan Amendment Proposed Future Land Use Map Ocoee Community Development Department 1 inch = 813.560627 feet 280140 0 280 560 840 Feet Printed: January 2019 QSubject Property Unincorporated Territory ®and Other Municipalties Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R -1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT -1) Professional Offices & Services (P -S) Neighborhood Shopping (C-1) Community Commercial (C-2) =General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) =General Industrial (1-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) %// Unclassified Lakes and Water Bodies Ocoee Village Center PUD Surrounding Zoning Map Aerial Map , 'Wj r t,w ;Pop Pw ,slit 2 V -5111 --maim hAai -.Y 4 Ocoee Village Center - Site Data Tabuations Printed On- Marrh 19 9019 PROJECT TEAM APPLICANT/DEVELOPER: KENNETH W BUCHMAN, OWNERS REP 2718 LAUREL OAK DRIVE WINTER SPRINGS, FL 32708 PHONE: 813-754-5018 KENBUCHMAN(s'i-)GMAIL.COM CIVIL ENGINEER: WOHLFARTH CONSULTING GROUP, LLC CONTACT: RICHARD C. WOHLFARTH, P.E. 246 N. WESTMONTE DRIVE ALTAMONTE SPRINGS, FL 407-750-3123 RWOHLFARTH@WCGROUP.CO SURVEYOR: ALLEN & COMPANY INC CONTACT: WILSON E. WAY, PSM 15 E PLANT ST WINTER GARDEN FL 34787 CONTACT: ED JOHNSON, PSM 407-654-5355 OFFICE ED(a)-ALLEN-COMPANY.COM UTILITIES POTABLE WATER NON -POTABLE WATER WASTEWATER POWER TELECOMMUNICATIONS GAS CITY OF OCOEE CITY OF OCOEE CITY OF OCOEE DUKE ENERGY SPECTRUM TECO N r LAND DEVELOPMENT & ENGINEERING SERVICES BUSINESS N0. 32108 MASTERD V OPM N PLAN for OCOEE VILLAGE CENTER Y' N ��°'�'y�r Paradise FIL?!gt-Its W�FlrCtu'r�LRu 7ucL'ttmlt�Fd PROJECT LOCATION 9 r,.lnrc Forest Lake.Galf Club ® alxAnmY V•man R4 u ? r'vlluv 4w» aU ' il14 �0.nq A,- i µ0 rp z x 3 a>P a �1 n OCOee ass W mttr Garde" a 4'15 cam. Ern -an rn n'.• Whrlr Fid wlwi. R21 4-i E 5'rsry Rd S'��'1 Rd ail d38 � J Da: iy"'rmr. yo4;aand Ea NDrrda'sTurnPite Flo ds s Turnpike St7�s3atdL'. Tildenvllle s sly Gama Ga ogle My Maps LOCATION MAP N.T.S. LEGAL DESCRIPTION: 0 �J I' r ....... yr`rr . -4 - D AERIAL MAP N.T.S. I THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 AND THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 IN SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, LESS AND EXCEPT THAT PORTION DESCRIBED IN THAT CERTAIN RIGHT-OF-WAY AGREEMENT RECORDED MAY 6, 1971 IN OFFICIAL RECORDS BOOK 2062, PAGE 843, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA; AND LESS AND EXCEPT THAT PORTION DESCRIBED IN THAT CERTAIN STIPULATED ORDER OF TAKING RECORDED APRIL 17, 1998 IN OFFICIAL RECORDS BOOK 5461, PAGE 2341 AND IN THAT CERTAIN CORRECTED STIPULATED FINAL JUDGMENT RECORDED NOVEMBER 26, 2001 IN OFFICIAL RECORDS BOOK 6397, PAGE 247, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA; AND LESS AND EXCEPT THAT PORTION DESCRIBED IN THAT CERTAIN STIPULATED ORDER OF TAKING RECORDED JANUARY 16, 2009 IN OFFICIAL RECORDS BOOK 9816, PAGE 8120, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. THE ABOVE DESCRIBED PROPERTY BEING MORE PARTICULARLY DESCRIBED AS THE FOLLOWING THREE PARCELS: PARCEL 4 PARCEL ID NO. 05-22-28-0000-00-004: A PARCEL OF LAND COMPRISING A PORTION OF SECTIONS 5 AND 8, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF AFORESAID SECTION 5; THENCE RUN SOUTH 00°53'06" EAST ALONG THE WEST LINE OF SAID SOUTHWEST 1/4 OF SAID SECTION 5 FOR A DISTANCE OF 2930.83 FEET TO THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF SECTION 5; THENCE DEPARTING SAID WEST LINE RUN NORTH 89°44'04" EAST ALONG THE SOUTH LINE OF SAID SOUTHWEST 1/4 FOR A DISTANCE OF 30.00 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF OCOEE - CLARCONA ROAD; THENCE CONTINUING ALONG SAID SOUTH LINE RUN NORTH 89044104" EAST FOR A DISTANCE OF 40.00 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF OCOEE - CLARCONA ROAD PER ORLANDO ORANGE COUNTY EXPRESSWAY AUTHORITY RIGHT-OF-WAY CONTROL SURVEY PROJECT NO. 75320-6450-602/603; THENCE DEPARTING SAID SOUTH LINE RUN NORTH 00053'06" WEST ALONG SAID EASTERLY RIGHT-OF-WAY LINE FOR A DISTANCE OF 1111.47 FEET; THENCE RUN NORTH 07°06'16" EAST FORA DISTANCE OF 265.87 FEET; THENCE RUN NORTH 58053'01" EAST FORA DISTANCE OF 72.13 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF OCOEE - CLARCONA ROAD PER ORLANDO ORANGE COUNTY EXPRESSWAY AUTHORITY RIGHT-OF-WAY CONTROL SURVEY PROJECT NO. 75320-6460-602/603; THENCE RUN SOUTH 89010'08" EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE FOR A DISTANCE OF 514.27 FEET; THENCE RUN NORTH 00049'52" EAST FOR A DISTANCE OF 20.00 FEET; THENCE RUN SOUTH 89010108" EAST FOR A DISTANCE OF 660.17 FEET TO A POINT ON THE EAST LINE OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF AFORESAID SECTION 5; THENCE DEPARTING SAID SOUTHERLY RIGHT-OF-WAY LINE RUN SOUTH 00°17'43" WEST ALONG SAID EAST LINE FOR A DISTANCE OF 1409.65 FEET TO THE SOUTHEAST CORNER OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 5, ALSO BEING THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF AFORESAID SECTION 8; THENCE DEPARTING SAID EAST LINE OF RUN SOUTH 00034154" EAST ALONG THE EAST LINE OF SAID NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 8 FORA DISTANCE OF 231.78 FEET TO A POINT ON THE SOUTH LINE OF THE NORTH 231 FEET OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF AFORESAID SECTION 8; THENCE DEPARTING SAID EAST LINE RUN SOUTH 89044'04" WEST ALONG SAID SOUTH LINE FORA DISTANCE OF 1286.39 FEET TO A POINT ON AFORESAID EASTERLY RIGHT-OF-WAY LINE OF OCOEE - CLARCONA ROAD; THENCE RUN NORTH 00°11'35" WEST ALONG SAID EASTERLY RIGHT-OF-WAY LINE FOR A DISTANCE OF 231.77 FEET TO AFORESAID POINT OF BEGINNING. PARCEL 40 PARCEL ID NO. 05-22-28-0000-00-040: A PARCEL OF LAND COMPRISING A PORTION OF SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF AFORESAID SECTION 5; THENCE RUN SOUTH 88107'15" EAST ALONG THE NORTH LINE OF SAID SOUTHWEST 1/4 OF SECTION 5 FOR A DISTANCE OF 1252.78 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID NORTH LINE RUN SOUTH 88007'15" EAST FOR A DISTANCE OF 122.87 FEET TO THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF SAID SOUTHWEST 1/4 OF SECTION 5; THENCE DEPARTING SAID NORTH LINE RUN SOUTH 00017143" WEST ALONG THE EAST LINE OF SAID NORTHWEST 1/4 FOR A DISTANCE OF 1351.26 FEET TO A POINT ON THE NORTHERLY LINE OF RIGHT-OF-WAY TAKING, PARCEL NO. 1044, PER OFFICIAL RECORDS BOOK 9816, PAGE 8120 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA; THENCE DEPARTING SAID EAST LINE RUN NORTH 89013'22" WEST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE FOR A DISTANCE OF 154.59 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 1262.21 FEET, A CHORD BEARING OF NORTH 69°30'11" WEST AND A CHORD LENGTH OF 851.79 FEET; THENCE RUN NORTHWESTERLY ALONG SAID NORTHERLY RIGHT-OF-WAY LINE AND SAID CURVE THROUGH A CENTRAL ANGLE OF 39026123" FOR AN ARC DISTANCE OF 868.85 FEET; THENCE RUN NORTH 49049155" WEST FOR A DISTANCE OF 151.44 FEET; THENCE RUN NORTH 36019'17" WEST FOR A DISTANCE OF 51.42 FEET; THENCE RUN NORTH 49049'02" WEST FOR A DISTANCE OF 184.99 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF COUNTY ROAD 429, WESTERN BELTWAY, A LIMITED ACCESS RIGHT-OF-WAY, PER ORLANDO ORANGE COUNTY EXPRESSWAY AUTHORITY RIGHT-OF-WAY CONTROL SURVEY PROJECT NO. 75320-5460-602/603; THENCE DEPARTING AFORESAID NORTHERLY RIGHT-OF-WAY LINE RUN NORTH 54040157" EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE FOR A DISTANCE OF 1377.66 FEET TO AFORESAID POINT OF BEGINNING. PARCEL 46 PARCEL ID NO. 05-22-28-0000-00-046: A PARCEL OF LAND COMPRISING A PORTION OF SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF AFORESAID SECTION 5; THENCE RUN SOUTH 00°53'06" EAST ALONG THE WEST LINE OF SAID SOUTHWEST 1/4 OF SAID SECTION 5 FOR A DISTANCE OF 1465.41 FEET TO THE SOUTHWEST CORNER OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF AFORESAID SECTION 5; THENCE DEPARTING SAID WEST LINE RUN SOUTH 89°10'08" EAST ALONG THE SOUTH LINE OF SAID NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 5 FORA DISTANCE OF 145.12 FEET; THENCE DEPARTING SAID NORTH LINE RUN NORTH 00049'52" EAST FOR A DISTANCE OF 50.00 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF OCOEE - CLARCONA ROAD PER ORLANDO ORANGE COUNTY EXPRESSWAY AUTHORITY RIGHT-OF-WAY CONTROL SURVEY PROJECT NO. 75320-6460-602/603, ALSO BEING THE POINT OF BEGINNING; THENCE RUN NORTH 71013'20" WEST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE FOR A DISTANCE OF 20.59 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF WEST ROAD, A LIMITED ACCESS RIGHT-OF-WAY, PER ORLANDO ORANGE COUNTY EXPRESSWAY AUTHORITY RIGHT-OF-WAY CONTROL SURVEY PROJECT NO. 75320-6460-602/603; THENCE RUN NORTH 07°06'16" EAST ALONG SAID EASTERLY RIGHT-OF-WAY LINE FORA DISTANCE OF 60.00 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 776.19 FEET, A CHORD BEARING OF NORTH 00025'09" EAST AND A CHORD LENGTH OF 180.72 FEET; THENCE RUN NORTHERLY ALONG SAID EASTERLY RIGHT-OF-WAY LINE AND SAID CURVE THROUGH A CENTRAL ANGLE OF 13022'14" FOR AN ARC DISTANCE OF 181.13 FEET TO A POINT OF TANGENCY, THENCE RUN NORTH 06015'58" WEST FOR A DISTANCE OF 131.33 FEET; THENCE RUN NORTH 19°42'11" WEST FOR A DISTANCE OF 25.32 FEET TO A POINT ON THE SOUTHERLY LINE OF RIGHT-OF-WAY TAKING, PARCEL NO. 1044 PER OFFICIAL RECORDS BOOK 9816, PAGE 8120 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA; THENCE DEPARTING SAID EASTERLY RIGHT-OF-WAY LINE RUN SOUTH 49°49'02" EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE FOR A DISTANCE OF 265.92 FEET TO A POINT ON A NON -TANGENT CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 1385.18 FEET A CHORD BEARING OF SOUTH 56-21145" EAST AND A CHORD LENGTH OF 316.40 FEET; THENCE RUN SOUTHEASTERLY ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE AND SAID CURVE THROUGH A CENTRAL ANGLE OF 13006'58" FOR AN ARC DISTANCE OF 317.09 FEET; THENCE RUN SOUTH 00°49'52" WEST FOR A DISTANCE OF 60.70 FEET TO A POINT ON AFORESAID NORTHERLY RIGHT-OF-WAY LINE OF OCOEE - CLARCONA ROAD PER ORLANDO ORANGE COUNTY EXPRESSWAY AUTHORITY RIGHT-OF-WAY CONTROL SURVEY PROJECT NO. 75320-6460-602/603; THENCE DEPARTING SAID SOUTHERLY RIGHT-OF-WAY LINE RUN NORTH 89°10'08" WEST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE FORA DISTANCE OF 432.12 FEET TO AFORESAID POINT OF BEGINNING. WOHLFARTH CONSULTING GROUP LLC ENGINEERS & PLANNERS 246 N. WESTMONTE DRIVE AL TAMONTE SPRINGS, FL 32774 (407) 750-3123 � PERMITS REQUIRED � AGENCY PERMIT TYPE I DATE APPROVED APPROVAL NO. EXPIRATION DATE REV. DATE 91ZT."ANT/10[0110191 C-1 COVER SHEET C-2 OVERALL MASTER DEVELOPMENT PLAN C-3 OVERALL AERIAL PLAN C-4 RIGHT OF WAY EXCHANGE PLAN C-5 MASTER INFRASTRUCTURE PLAN C-7 APARTMENT HOMES PLAN C-7.1 TOWNHOUSE PLAN C-8.0 OCOEE-CLARCONA ROADWAY PLANS C-8.1 OCOEE-CLARCONA ROADWAY PLANS C-9.0 TOWNHOUSE BUILDING ELEVATIONS C-9.1 ENTRANCE WALL DETAIL DESCRIPTION •„r'° 114 0 TE TAX I.D. PARCEL NUMBERS: 05-22-28-000-00-004 05-22-28-0000-00-040 05-22-28-0000-00-046 U nsnine8�� NOT TO BE FILED FOR RECORD UNLESS SIGNED AND DATED REV. WITH THE ORIGINAL SEAL OF RICHARD C. WOHLFARTH, FLORIDA P.E. #20044 PARCEL USE UNITS ROOMS COMMERCIA LSQUARE ERU FOOTAGE Height AREA (so AREA (ac) NOT S (NR1) Apartments 316 5 -story Bldgs. 648,554 14.89 Luxury Apartments Bldg. Plate 12,000sf (NC1) N.W. Parcell Commercial - Hotel 140 92,000 5 -story Bldgs. 196,095 4.50 Hotel Plate (+/-) 22,000sf Commercial - Bank 5,000 35ft Bank (NC2) N.E. Parcel 1 C -Store 3,500 35ft 158,169 3.63 QSR-1 3,000 35ft QSR-2 3,000 35ft (NC3) S.W. Parcel 1 Flex retail 1 7,000 35ft 329,282 7.56 Flex Retail 5,600 35ft Flex Retail 8,000 35ft Flex Retail 5,320 35ft Grocery 28,200 35ft (NC4) S.E. Parcel 1 C -Store (Race Tract) 5,411 35ft 205,359 4.71 Child Care 10,000 35ft Grocery 22,435 35ft (SR1) Townhouse Residential 196 35ft 964,786 30.00 (GRN1) Operlspace - Water Mara . 237,876 5.46 GRN2 Public Park 104,138 2.39 2,844,259 70.76 Totals 512 140 1198,466 PROJECT TEAM APPLICANT/DEVELOPER: KENNETH W BUCHMAN, OWNERS REP 2718 LAUREL OAK DRIVE WINTER SPRINGS, FL 32708 PHONE: 813-754-5018 KENBUCHMAN(s'i-)GMAIL.COM CIVIL ENGINEER: WOHLFARTH CONSULTING GROUP, LLC CONTACT: RICHARD C. WOHLFARTH, P.E. 246 N. WESTMONTE DRIVE ALTAMONTE SPRINGS, FL 407-750-3123 RWOHLFARTH@WCGROUP.CO SURVEYOR: ALLEN & COMPANY INC CONTACT: WILSON E. WAY, PSM 15 E PLANT ST WINTER GARDEN FL 34787 CONTACT: ED JOHNSON, PSM 407-654-5355 OFFICE ED(a)-ALLEN-COMPANY.COM UTILITIES POTABLE WATER NON -POTABLE WATER WASTEWATER POWER TELECOMMUNICATIONS GAS CITY OF OCOEE CITY OF OCOEE CITY OF OCOEE DUKE ENERGY SPECTRUM TECO N r LAND DEVELOPMENT & ENGINEERING SERVICES BUSINESS N0. 32108 MASTERD V OPM N PLAN for OCOEE VILLAGE CENTER Y' N ��°'�'y�r Paradise FIL?!gt-Its W�FlrCtu'r�LRu 7ucL'ttmlt�Fd PROJECT LOCATION 9 r,.lnrc Forest Lake.Galf Club ® alxAnmY V•man R4 u ? r'vlluv 4w» aU ' il14 �0.nq A,- i µ0 rp z x 3 a>P a �1 n OCOee ass W mttr Garde" a 4'15 cam. Ern -an rn n'.• Whrlr Fid wlwi. R21 4-i E 5'rsry Rd S'��'1 Rd ail d38 � J Da: iy"'rmr. yo4;aand Ea NDrrda'sTurnPite Flo ds s Turnpike St7�s3atdL'. Tildenvllle s sly Gama Ga ogle My Maps LOCATION MAP N.T.S. LEGAL DESCRIPTION: 0 �J I' r ....... yr`rr . -4 - D AERIAL MAP N.T.S. I THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 AND THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 IN SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, LESS AND EXCEPT THAT PORTION DESCRIBED IN THAT CERTAIN RIGHT-OF-WAY AGREEMENT RECORDED MAY 6, 1971 IN OFFICIAL RECORDS BOOK 2062, PAGE 843, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA; AND LESS AND EXCEPT THAT PORTION DESCRIBED IN THAT CERTAIN STIPULATED ORDER OF TAKING RECORDED APRIL 17, 1998 IN OFFICIAL RECORDS BOOK 5461, PAGE 2341 AND IN THAT CERTAIN CORRECTED STIPULATED FINAL JUDGMENT RECORDED NOVEMBER 26, 2001 IN OFFICIAL RECORDS BOOK 6397, PAGE 247, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA; AND LESS AND EXCEPT THAT PORTION DESCRIBED IN THAT CERTAIN STIPULATED ORDER OF TAKING RECORDED JANUARY 16, 2009 IN OFFICIAL RECORDS BOOK 9816, PAGE 8120, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. THE ABOVE DESCRIBED PROPERTY BEING MORE PARTICULARLY DESCRIBED AS THE FOLLOWING THREE PARCELS: PARCEL 4 PARCEL ID NO. 05-22-28-0000-00-004: A PARCEL OF LAND COMPRISING A PORTION OF SECTIONS 5 AND 8, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF AFORESAID SECTION 5; THENCE RUN SOUTH 00°53'06" EAST ALONG THE WEST LINE OF SAID SOUTHWEST 1/4 OF SAID SECTION 5 FOR A DISTANCE OF 2930.83 FEET TO THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF SECTION 5; THENCE DEPARTING SAID WEST LINE RUN NORTH 89°44'04" EAST ALONG THE SOUTH LINE OF SAID SOUTHWEST 1/4 FOR A DISTANCE OF 30.00 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF OCOEE - CLARCONA ROAD; THENCE CONTINUING ALONG SAID SOUTH LINE RUN NORTH 89044104" EAST FOR A DISTANCE OF 40.00 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF OCOEE - CLARCONA ROAD PER ORLANDO ORANGE COUNTY EXPRESSWAY AUTHORITY RIGHT-OF-WAY CONTROL SURVEY PROJECT NO. 75320-6450-602/603; THENCE DEPARTING SAID SOUTH LINE RUN NORTH 00053'06" WEST ALONG SAID EASTERLY RIGHT-OF-WAY LINE FOR A DISTANCE OF 1111.47 FEET; THENCE RUN NORTH 07°06'16" EAST FORA DISTANCE OF 265.87 FEET; THENCE RUN NORTH 58053'01" EAST FORA DISTANCE OF 72.13 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF OCOEE - CLARCONA ROAD PER ORLANDO ORANGE COUNTY EXPRESSWAY AUTHORITY RIGHT-OF-WAY CONTROL SURVEY PROJECT NO. 75320-6460-602/603; THENCE RUN SOUTH 89010'08" EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE FOR A DISTANCE OF 514.27 FEET; THENCE RUN NORTH 00049'52" EAST FOR A DISTANCE OF 20.00 FEET; THENCE RUN SOUTH 89010108" EAST FOR A DISTANCE OF 660.17 FEET TO A POINT ON THE EAST LINE OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF AFORESAID SECTION 5; THENCE DEPARTING SAID SOUTHERLY RIGHT-OF-WAY LINE RUN SOUTH 00°17'43" WEST ALONG SAID EAST LINE FOR A DISTANCE OF 1409.65 FEET TO THE SOUTHEAST CORNER OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SAID SECTION 5, ALSO BEING THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF AFORESAID SECTION 8; THENCE DEPARTING SAID EAST LINE OF RUN SOUTH 00034154" EAST ALONG THE EAST LINE OF SAID NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 8 FORA DISTANCE OF 231.78 FEET TO A POINT ON THE SOUTH LINE OF THE NORTH 231 FEET OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF AFORESAID SECTION 8; THENCE DEPARTING SAID EAST LINE RUN SOUTH 89044'04" WEST ALONG SAID SOUTH LINE FORA DISTANCE OF 1286.39 FEET TO A POINT ON AFORESAID EASTERLY RIGHT-OF-WAY LINE OF OCOEE - CLARCONA ROAD; THENCE RUN NORTH 00°11'35" WEST ALONG SAID EASTERLY RIGHT-OF-WAY LINE FOR A DISTANCE OF 231.77 FEET TO AFORESAID POINT OF BEGINNING. PARCEL 40 PARCEL ID NO. 05-22-28-0000-00-040: A PARCEL OF LAND COMPRISING A PORTION OF SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF AFORESAID SECTION 5; THENCE RUN SOUTH 88107'15" EAST ALONG THE NORTH LINE OF SAID SOUTHWEST 1/4 OF SECTION 5 FOR A DISTANCE OF 1252.78 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID NORTH LINE RUN SOUTH 88007'15" EAST FOR A DISTANCE OF 122.87 FEET TO THE NORTHEAST CORNER OF THE NORTHWEST 1/4 OF SAID SOUTHWEST 1/4 OF SECTION 5; THENCE DEPARTING SAID NORTH LINE RUN SOUTH 00017143" WEST ALONG THE EAST LINE OF SAID NORTHWEST 1/4 FOR A DISTANCE OF 1351.26 FEET TO A POINT ON THE NORTHERLY LINE OF RIGHT-OF-WAY TAKING, PARCEL NO. 1044, PER OFFICIAL RECORDS BOOK 9816, PAGE 8120 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA; THENCE DEPARTING SAID EAST LINE RUN NORTH 89013'22" WEST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE FOR A DISTANCE OF 154.59 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 1262.21 FEET, A CHORD BEARING OF NORTH 69°30'11" WEST AND A CHORD LENGTH OF 851.79 FEET; THENCE RUN NORTHWESTERLY ALONG SAID NORTHERLY RIGHT-OF-WAY LINE AND SAID CURVE THROUGH A CENTRAL ANGLE OF 39026123" FOR AN ARC DISTANCE OF 868.85 FEET; THENCE RUN NORTH 49049155" WEST FOR A DISTANCE OF 151.44 FEET; THENCE RUN NORTH 36019'17" WEST FOR A DISTANCE OF 51.42 FEET; THENCE RUN NORTH 49049'02" WEST FOR A DISTANCE OF 184.99 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF COUNTY ROAD 429, WESTERN BELTWAY, A LIMITED ACCESS RIGHT-OF-WAY, PER ORLANDO ORANGE COUNTY EXPRESSWAY AUTHORITY RIGHT-OF-WAY CONTROL SURVEY PROJECT NO. 75320-5460-602/603; THENCE DEPARTING AFORESAID NORTHERLY RIGHT-OF-WAY LINE RUN NORTH 54040157" EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE FOR A DISTANCE OF 1377.66 FEET TO AFORESAID POINT OF BEGINNING. PARCEL 46 PARCEL ID NO. 05-22-28-0000-00-046: A PARCEL OF LAND COMPRISING A PORTION OF SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF AFORESAID SECTION 5; THENCE RUN SOUTH 00°53'06" EAST ALONG THE WEST LINE OF SAID SOUTHWEST 1/4 OF SAID SECTION 5 FOR A DISTANCE OF 1465.41 FEET TO THE SOUTHWEST CORNER OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF AFORESAID SECTION 5; THENCE DEPARTING SAID WEST LINE RUN SOUTH 89°10'08" EAST ALONG THE SOUTH LINE OF SAID NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 5 FORA DISTANCE OF 145.12 FEET; THENCE DEPARTING SAID NORTH LINE RUN NORTH 00049'52" EAST FOR A DISTANCE OF 50.00 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF OCOEE - CLARCONA ROAD PER ORLANDO ORANGE COUNTY EXPRESSWAY AUTHORITY RIGHT-OF-WAY CONTROL SURVEY PROJECT NO. 75320-6460-602/603, ALSO BEING THE POINT OF BEGINNING; THENCE RUN NORTH 71013'20" WEST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE FOR A DISTANCE OF 20.59 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF WEST ROAD, A LIMITED ACCESS RIGHT-OF-WAY, PER ORLANDO ORANGE COUNTY EXPRESSWAY AUTHORITY RIGHT-OF-WAY CONTROL SURVEY PROJECT NO. 75320-6460-602/603; THENCE RUN NORTH 07°06'16" EAST ALONG SAID EASTERLY RIGHT-OF-WAY LINE FORA DISTANCE OF 60.00 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 776.19 FEET, A CHORD BEARING OF NORTH 00025'09" EAST AND A CHORD LENGTH OF 180.72 FEET; THENCE RUN NORTHERLY ALONG SAID EASTERLY RIGHT-OF-WAY LINE AND SAID CURVE THROUGH A CENTRAL ANGLE OF 13022'14" FOR AN ARC DISTANCE OF 181.13 FEET TO A POINT OF TANGENCY, THENCE RUN NORTH 06015'58" WEST FOR A DISTANCE OF 131.33 FEET; THENCE RUN NORTH 19°42'11" WEST FOR A DISTANCE OF 25.32 FEET TO A POINT ON THE SOUTHERLY LINE OF RIGHT-OF-WAY TAKING, PARCEL NO. 1044 PER OFFICIAL RECORDS BOOK 9816, PAGE 8120 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA; THENCE DEPARTING SAID EASTERLY RIGHT-OF-WAY LINE RUN SOUTH 49°49'02" EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE FOR A DISTANCE OF 265.92 FEET TO A POINT ON A NON -TANGENT CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 1385.18 FEET A CHORD BEARING OF SOUTH 56-21145" EAST AND A CHORD LENGTH OF 316.40 FEET; THENCE RUN SOUTHEASTERLY ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE AND SAID CURVE THROUGH A CENTRAL ANGLE OF 13006'58" FOR AN ARC DISTANCE OF 317.09 FEET; THENCE RUN SOUTH 00°49'52" WEST FOR A DISTANCE OF 60.70 FEET TO A POINT ON AFORESAID NORTHERLY RIGHT-OF-WAY LINE OF OCOEE - CLARCONA ROAD PER ORLANDO ORANGE COUNTY EXPRESSWAY AUTHORITY RIGHT-OF-WAY CONTROL SURVEY PROJECT NO. 75320-6460-602/603; THENCE DEPARTING SAID SOUTHERLY RIGHT-OF-WAY LINE RUN NORTH 89°10'08" WEST ALONG SAID NORTHERLY RIGHT-OF-WAY LINE FORA DISTANCE OF 432.12 FEET TO AFORESAID POINT OF BEGINNING. WOHLFARTH CONSULTING GROUP LLC ENGINEERS & PLANNERS 246 N. WESTMONTE DRIVE AL TAMONTE SPRINGS, FL 32774 (407) 750-3123 � PERMITS REQUIRED � AGENCY PERMIT TYPE I DATE APPROVED APPROVAL NO. EXPIRATION DATE REV. DATE 91ZT."ANT/10[0110191 C-1 COVER SHEET C-2 OVERALL MASTER DEVELOPMENT PLAN C-3 OVERALL AERIAL PLAN C-4 RIGHT OF WAY EXCHANGE PLAN C-5 MASTER INFRASTRUCTURE PLAN C-7 APARTMENT HOMES PLAN C-7.1 TOWNHOUSE PLAN C-8.0 OCOEE-CLARCONA ROADWAY PLANS C-8.1 OCOEE-CLARCONA ROADWAY PLANS C-9.0 TOWNHOUSE BUILDING ELEVATIONS C-9.1 ENTRANCE WALL DETAIL DESCRIPTION •„r'° 114 0 TE TAX I.D. PARCEL NUMBERS: 05-22-28-000-00-004 05-22-28-0000-00-040 05-22-28-0000-00-046 U nsnine8�� NOT TO BE FILED FOR RECORD UNLESS SIGNED AND DATED REV. WITH THE ORIGINAL SEAL OF RICHARD C. 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Of U -- -— -- - �r;'�III I 4 O N L-J❑lam❑❑ ❑❑ ❑1❑�❑ ' L -j ❑�M❑ ❑ ❑ M❑71❑❑�. I I f❑ ❑❑❑❑ ❑❑❑❑❑❑ .' ❑❑❑_❑❑❑❑ E]EILIE10-:1E]_I❑ :❑ E101 -❑i❑❑❑_❑ �_i❑❑❑❑I❑i❑ EIDE]EIE]EIE ILI❑❑❑❑. -' oD=o❑❑ ❑I I ❑= ❑❑❑ - ❑= ❑❑LJ- I'_ ❑❑❑❑❑❑❑ I_�❑❑❑❑❑❑❑ ❑❑❑❑❑❑�1. EANDDERVELOPMENT .I INGSEVICE ENGINEERING SERVICES TOWNHOUSE ELEVATION 6 UNITS BUSINESS N0.32108 3/21/19 NOT TO BE FILED FOR RECORD UNLESS SIGNED AND DATED WITH THE ORIGINAL SEAL OF RICHARD C. WOHLFARTH, FLORIDA P.E. #20044 c T m U c T m U RECEIVED JUN 2 8 2018 O C O E E VILLAGE CENTER clTr �. "< COEE CITY OF OCOEE, ORANGE COUNTY, FLORIDA Prepared for City of Ocoee by Wohlfarth Consulting Group, LLC WCG Project 2018-017 246 N. Westmonte Drive I Altamonte Springs, Florida 32714 1 407-750-3123 (0) 1 407-350-9090 (C) i RWohlfarth@WCGroup.co A AkIN Z/� 0 C 0 e ce Florida REZONING APPLICATION Development Services — Planning Division 150 N. Lakeshore Drive I Ocoee, FL 34761 Phone: 407.905.3157 1 Fax: 407.905.3158 PROJECT NUMBER: RZ lA-O(a' - DATE RECD: PROJECT NAME: Ocoee Village Center RECEIVED JUN 2 8 2018 CITY OF OCOEE Received Date — Office Use Only ACTION REQUESTED: Land Use Amendment to HieDensity Residential and h Commercial ACREAGE: 73.41 #OF LOTS: 360 Apartments, 140 Townhouses together with 150,000 SF of Commercial ZONING REQUESTED: P.U.D. LAND USE REQUESTED H.D. Residential and Commercial APPLICANT'S NAME: Kenneth W. Buchman, owner representative APPLICANT'S ADDRESS: 2718 Laurel Oak Drive, 'Pin 0 F1 TELEPHONE NUMBER: 813-754-5018 and 407-350-9090 E-MAILADDRESS: kenbuctMAq@gmail.com and Rwoh1farth@wcgroup.co- OWNER OF RECORD: See Attached List OWNER'S ADDRESS: See Attached List PHONE NUMBER: See Attached List 0 INVOICES WILL BE SENT TO:[] OWNER OR [X ]APPLICANT PROPERTY LOCATION: Clarcona-Ocoee Road east of SR 429, 10711 N.Lakewood Avenue PROPERTY TAX ID. NO(S): 05-22-28-0000-00-040.05-22-28-0000-00-046 05-22-28-0000-00-004 LEGAL DESCRIPTION: ALL APPLICATIONS FOR SUBDIVISION OR SITE PLAN REVIEW MUST PROVIDE THREE (3) EXECUTED, CERTIFIED AND SEALED BOUNDARY SURVEYS FOR THE SUBJECT PARCEL, WHICH SHALL INCLUDE A METES -AND -BOUNDS LEGAL DESCRIPTION. ATTACH SURVEY WITH FULL LEGAL DESCRIPTION AS EXHIBIT. Form 18 REZONING APPLICATION /UN �� yD1R PRESENTZON|NG: PRESENT DESIGNATION ON[�COEEFUTURE LAND USEMAP: DEVELOPMENT HISTORY/OTHER INFORMATION: Vacant, Timber Lands NUMBER OF EXISTING BUILDINGS AND EXISTING LAND USE OF THE SUBJECT PARCEL: N/A, Property is Vacant and is a planted pine forest (silviculture) HOW WILL THE FOLLOWING ESSENTIAL SERVICES BEPROVIDED? A. POTABLE WATER: _CitV of Ocoee B. WASTEWATER TREATMENT: City of Ocoee C. STORMWAT RMA0AGEMENT: Private D. RECREATION: City of Ocoee Prairie Lake Elementary, Ocoee Middle, Ocoee High School 2Z6Total E. SCHOOLS AND PROJECTED NUMBER OFSCHOOL AGE CHILDREN: APPLICATION MADE TO OCPS? -Yes TRANSPORT/TION: (Atraffic study may berequired.) UnForm 18 derstood REZONING APPLICATION • APPLICANT SHALL SUBMIT A CITY OF OCOEE OWNER'S AFFIDAVIT WITH APPLICATION. • INCOMPLETE APPLICATIONS WILL BE DEEMED INSUFFICIENT AND MAY BE REJECTED WITHOUT REFUND OF THE APPLICATION FEE. THE CITY MAY REQUIRE ADDITIONAL INFORMATION IF IN THE CITY'S SOLE DISCRETION ADDITIONAL INFORMATION (INCLUDING, BUT NOT LIMITED TO, TRAFFIC STUDIES) IS NEEDED IN ORDER TO EVALUATE THE APPLICATION FOR COMPLIANCE WITH THE OCOEE COMPREHENSIVE PLAN AND LAND DEVELOPMENT CODE. Form 18 3 REZONING APPLICATION (W Form 18 APPLICANT SHALL PAY SUCH ADDITIONAL DEVELOPMENT REVIEW FEES AS MAY BE REQUIRED BY ARTICLE 1, SECTION 1-12 OF THE LAND DEVELOPMENT CODE. "REVIEW COSTS' SHALL MEAN AND REFER TO THE COSTS AND EXPENSES INCURRED BY THE CITY IN CONNECTION WITH THE REVIEW AND PROCESSING OF AN APPLICATION, INCLUDING BUT NOT LIMITED TO CITY ATTORNEY'S FEES AND COSTS AND LEGAL, CONSULTANT AND ENGINEERING FEES AND COSTS, AND ALL ADVERTISING COSTS; PROVIDED, HOWEVER, THAT REVIEW COSTS SHALL NOT, INCLUDE (I) THE COST OF CITY STAFF FROM TIME DEDICATED TO THE REVIEW AND PROCESSING AN APPLICATION, AND (II) CITYATTORNEY, LEGAL, CONSULTANT AND ENGINEERING FEES AND COSTS INCURRED BY THE CITY IN REVIEWING AND PROCESSING AN APPLICATION WHICH ARE EXPRESSLY INCLUDED WITHIN THE FLAT FEE PURSUANT TO THE PROVISIONS OF SECTION 1-12.C.2 HEREOF. I CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AT THE TIME OF APPLICATION: ,MfrLl%-MIVI 3Il9iYFlIUKt DATE CITY OF OCOEE 2 REZONING APPLICATION OWNER'S AFFIDAVIT STATE OF FLORIDA COUNTY OF HILLSBOROUGH Before me, the undersigned personally appeared Kenneth W Buchman who being first duly swornon oath, depose(s) and say(s): 1. That they/she/he/is the fee -simple owner(s) of the property legally described in this application and that the attached ownership list is made a part of the affidavit and contains the legal description(s) for the real property, and the names and mailing addresses of all owners having an interest in said land. 2. That they/she/he desire(s) comprehensive elan and rezoning (specify action sought) for said property. 3. That they/she/he/ have/has appointed himself (specify himself or agent) to act as the Owner's Authorized Agent to represent the Owner in connection with the proposed action and the real property described in this application. 4. That they/she/he agree to be bound by the actions of the Owner's Authorized Agent designated in Paragraph 3 above and the Ocoee Land Development Code. 5. That they/she/he affirm(s), certif(y)(ies) and will complywith all ordinances, regulations and provisions of the City Code of the City of Ocoee, and that all statements and diagrams submitted herewith are true and accurate to the best of their/his/her knowledge and belief and further, that this application and attachments shall become part of the official records of the City of Ocoee, and are not returnable. 6. That the accompanying adjacent property owners list is, to the best of their/her/his knowledge, a complete and accurate list of the owner's names and mailing addresses for all property lyingwithin three hundred (300) feet of the perimeter of the subject parcel, as recorded on the latest official Orange County Tax Rolls. 7. That prior to the public hearing, if applicable, signs will be prominently posted on the subject parcel not less than seven (7) days before the application will be considered by the Planning and Zoning Board or the Board of Adjustment, and will remain posted until final determination after which time the notices are to be removed and destroyed. Owner's Signature Print Name: Sworn to and subscribed before me this ZL of ,. , tom'. /3`" hAt4 "' L Y d. t . 20�, by_ �,� who is personally know to me orwho produced as identification, and who took an oath. Notary Public Print Name: yy� l �2_f�r._ IUNJLt'L *Y�(y�.LINDA MvOuNt�Notary Public • State of Flor,oa My commission expires: J Cornn►ission GG 082080 My COMM Expires Feb 28, 2021 w.,. 9endtrrltMOuyh National Notary Assn. Form 18 5 REZONING APPLICATION Form 18 REZONING APPLICATION OWNERSHIP LIST PARCEL ONE: OWNER'S NAME: Kenneth W. Buchman, Elise Della Rocca, Tom and Carol Cole, Alissa Barrett and Kevin Young, Beryle Buchman, Miles Buchman, Robert Solomon OWNERSHIP INTEREST: Fee Simple MAILING ADDRESS: 2718 Laurel Oak Drive. Plant City Fl, 33566 LEGAL DESCRIPTION: See Attached Survey PARCEL TWO: OWNER'S NAME: Kenneth W. Buchman , Elise Della Rocca, Tom and Carol Cole, Alissa Barrett and Kevin Young. Beryle Buchman, Miles Buchman, Robert Solomon OWNERSHIP INTEREST: Fee Simple MAILING ADDRESS: 2718 Laurel Oak Drive. Plant City Fl, 33566 LEGAL DESCRIPTION: See Attached Survey Form 18 REZONING APPLICATION PARCEL THREE: OWNER'S NAME: Kevin Young, BeKyle Buchman Miles Buchman, Robert Solomon OWNERSHIP INTEREST: Fee Simple MAILING ADDRESS: - 2718 Laurel Oak Drive. Plant Citv FI, 33566 LEGAL DESCRIPTION: See Attached Survey * NOTE: ATTACH ADDITIONAL SHEETS |FMORE THAN THREE PARCELS. REZONING APPLICATION CITY OF OCOEE PLANNING DEPARTMENT VERIFIED LEGAL DESCRIPTION FORM The following legal description has been prepared by and submitted to the City Planning Division for verification. Signature Date APPLICATION REQUEST (OFFICE USE ONLY): FILE NO: LEGAL DESCRIPTION (TO BE TYPED BY APPLICANT): Form 18 Property Owner's Information/ Owners of Record Owner's Name: ■ Kenneth Buchman ■ Elise Della Rocca • Tom and Carol Cole ■ Alissa Barrett and Kevin Young ■ Beryle Buchman • Miles Buchman • Robert Solomon Owner's Address: ■ 2718 Laurel Oak Drive Plant City, Florida 33566-6740 Owner's Telephone Number: ■ 813-754-5018 Owners within 306ft CA 919107514 FID Parcel Num Ownerl Owner2 Addressl 16 282028012401040 ACHERMAN PIETHEIN A ALMEIDA SILVIA R $50 E H ST APT 95 48282027000000084 AGARWALMANIU AGARWAL ROHITAS 3902 KILMARNOCK DR 58 282028000000061 ARENDT GEORGE T JR 327124889 APOPKA 65 282028000000039 ARREDONDO JESUS ARREDONDO IRENE 19 E LESTER RD 6412 SANSON DR 47 282028012400040 SAE SUNG OK FL 327718122 31 282028012400180 SHIM YATEE R SHIM SAVITRI 32 ALEXANDRIA PLACE OR 27 282028012400240 CAI ZURONG 01 YU 244 ALEXANDRIA PLACE OR 34 282028000000019 CHILDERS WILLIAM FL 330 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329312956 APOPKA FL 327124875 APOPKA FL 327124889 LONGWOOD FL 327793621 LONGWOOD FL 327915201 4WGAL DESCRIPTION: PARCEL A: The Northwest 1/4 of the Southwest 1/4 of Section 5, Township 22 South Range 28 East, LESS the South 30 feet and the West 30 feet for road right—of—way, AND LESS that part of the Northwest 1/4 of the Southwest 1/4 of said Section 5 lying Northwesterly of State Road 429. LESS AND EXCEPT: Additional right—of—way taken as parcel 62-161, "Limited Access Right—Of—Way" and Parcel 62-161, "Right—Of—Way A" in that certain Order of Taking recorded in Official Records Book 5461, Page 2341. PARCEL B: The Southwest 1/4 of the Southwest 1/4 of Section 5, Township 22 South, Range 28 East, LESS the North 30 feet and the West 30 feet for road right—of—way. AND The North 7 acres of the Northwest 1/4 of the Northwest 1/4 of Section 8, Township 22 South, Range 28 East, LESS the West 30 feet for road right—of—way. LESS AND EXCEPT: Additional right—of—way taken as Parcel 62-161, "Right—Of—Way B" in that certain Order of Taking recorded in Official Records Book 5461, page 2341. LESS AND EXCEPT: ditional right—of—way taken as Parcel 1044, "Right—Of—Way" in that certain Order of Taking recorded in Official Records Book 6, page 8120, ALSO BEING DESCRIBED AS: PARCEL 1 A parcel of land comprising a portion of Section 5, Township 22 South, Range 28 East, Orange County, Florida. Being more particularly described as follows: COMMENCE at the Northwest corner of the Southwest 1/4 of aforesaid Section 5; thence run South 88'07'15" East along the North line of said Southwest 1/4 of Section 5 for a distance of 1252.78 feet to the POINT OF BEGINNING; thence continuing along said North line run South 88'07'15 East for a distance of 122.87 feet to the Northeast corner of the Northwest 1/4 of said Southwest 1/4 of Section 5; thence departing said North line run South 00`17'43" West along the East line of said Northwest 1/4 for a distance of 1351.26 feet to a point on the Northerly line of Right—of—Way Taking, Parcel No. 1044, per Official Records Book 9816, Page 8120 of the Public Records of Orange County, Florida; thence departing said East line run North 89'13'22" West along said Northerly right—of—way tine for a distance of 154.59 feet to a point of curvature of a curve concave Northeasterly and having a radius of 1262.21 feet, a chord bearing of North 69'30'11" West and a chord length of 851.79 feet; thence run Northwesterly along said Northerly right—of—way line and said curve through a central angle of 39'26'23" for an arc distance of 868.85 feet; thence run North 49'49'55" West for a distance of 151.44 feet; thence run North 36'19'17" West for a distance of 51.42 feet; thence run North 49'49'02" West for a distance of 184.99 feet to a point on the Southerly right—of—way line of County Road 429, Western Beltway, a limited access right—of—way, per Orlando Orange County Expressway Authority right—of—way Control Survey Project No. 75320-6460-602/603; thence departing aforesaid Northerly right—of—way line run North 54'40'57" East along said Southerly right—of—way line for a distance of 1377.66 feet to aforesaid POINT OF BEGINNING. Contains 23.76 acres more or less. AND A parcel of land comprising a portion of Section 5, Township 22 South, Range 28 East, Orange County, Florida. COMMENCE at the Northwest corner of the Southwest 1/4 of aforesaid Section 5; thence run South 00~53^06^ East along the waot line of said Southwest 1/4 of said Section 5 for o distance of 1405.41 feet to the Southwest corner ,�'oor 'er ,of the Northwest mfhw � tl/4 of the Southwest of aforesaid Section 5; thence departing sold West line run South O8�O'O~'Eoot along the "" " t hline of said Northwest 1/4 o/ the Southwest 1/4 of Section 5 for o distance of 14512 feat thence departing said North line North UO�8'52-Epot for o distance of 50.00 feet to o point on the Northerly right-of-way |�a of Ocoee -C|umonp Roadpor Orlando Orange County Expressway Authority right-of-wayControl Survey Project No. 75320-0460602/603. also being thepQ|NT OF BEGINNING; thence run North 71�J.2O'Weo^ along said Northerly '/yhc-o'-wy line o «/ouonce o/ 20.59 feet to op»i»t on the Easterly right-of-way line of West Ruod'o limited o::euaright-of-way, Per Orlando or«»go County Expressway right-of-way Control Survey Project No. 75320-6460-802/003; thence run North 07'06'16" East along said Easterlyright_nf_woy line for o distance mvv.uv feet to o point of curvature of o curve concave Westerly and having o radius of770.1S foot o chord bearing of "r"' 0025^09.Eont and o chord length of 180.72 feet; thence run Northerly along saidEasterly right-of-way line and said curve through o central angle of 13^22'14'for on oro distance o/ 181'13 foot to o point oftongenoy, thence run North 0675'58^Weat for o distance of 131.33 feet; thence run North 19'42'11^ West fux odistance of25.32 feet to o point on the Southerly line of Right -of -Way Taking, Por -e| No. 1044 per Official Records Book 9816, Page of the Public Records of Orange County, Florida; thence departing said Easterly right-of-way line run South +v`4vu2' East along said Southerly right -of -Way line for a distance of 265.92 feet to a point on a non tangent curve concave Northeooter|y and having o radius of 1385.18 f=et, o chord bearing of South ^D`21'45^East and o chord length of 31640foot thence run Southeasterly along said Southerly right-of-way line o-noidcurwe through o nont,o| angle of 13'06'58" for an arc distance of 317.03 feet; thence run South 00'49'52" West for oUiatonue of 6070 feet to o point onaforesaid Northerly right-of-way line of Ocoee - C|oroono Road per Or|o-u Orange County Expressway Authority rightof-°ux ControlSurvey Project No. 75320-8460-602/603; thence departing said Southerly right-of-wayline run North 89/0'08West alongaoid Northerly right-of-way line /or o distance of 432.12 fart aforesaid POINT OF BEGINNING. to Contains 2.13 acres more or less. (W CEL 3 A parcel of land comprising o portion of Sections 5 and 8. Township 22 Snuth, Range 28 East, Orange County, Florida. Being more particularly described as follows: COMMENCE otthe Northwest corner of the Southwest 1/4ofaforesaid Section 5; thence run South 00*53'06-East along the West line of said Southwest 1/4 of said SooUnn 5 for n distance of '2Q-3'0�''O3`—feet to the Southwest corner of 8`e"Southwest1/4 of Section 5; thence departing said West line run North 89'44'04" East along the South line of said Southwest 1/4 for odistance of 30.00 feet to o point on the Easterly right-of-way line of Ocoee - C|orcono Rood; thence continuing along saidSouth line run North 89~44'04~Eoat for o distance of 40.00 feat to o point on the Easterly right-of-way|ine of Ocoee -C|oroono Road per Orlando Orange County Expressway Authority right-of-way Control 3u'»nyp'»�ut No. 75320-6450-602/60,3; departing said South line run North 00'53'00'West along said Easterly '=h' o' ^~/ |i'^ '~ ~ ~is^'^= of ''''.4' feet;thenco run North 07'06'16" East for q distance of 20587 feet; thence run norm 58��'01^Eost for o distance of 72.13 feetto o point on the Southerly right-of-way line of Ocoee - C|o'uo o m»no per »r/onun oro»go County Expressway Authorityright-of-way Control Sum�ypro}o t No. 75320-6460-602/803; thence run South 89'10'08" East along said Southor|ydght_o' o|ine for o"'"tunco of 514.27 feet; thence run worth 00^43'52'Eoat for o distance of 2000 feet' thence runSouth 89'10'08"Eout for o distance of 660-17 feet to o point on the East ||me of the Southwest Y4 »f the Southwest Y4 ofofor000id Section 5; thence deporting said Southerly right-of-way line ,3-h OO'''4~ '`~^ n|»nv said E""` '= for "diotonoo of 1409'05 feet to the Southeast corner of the Southwest Y4 of the Southwest X of said Section 5, also being theNortheast corner of the Northwest % of the Northwest X of aforesaid Section 8; thence deporting said East line of run 3outhUO^34^54,Eost along the East ono of un said Northwest % o/ the Northwest Y4 of Section O for o distance of 231 .78 feet to o Northwest on the South line of the North 231 feet of the N�hummt l4 ' of the Northwest � of aforesaid Section O� thence departing said line run South 89*4404" West along said South line for o distance of 1286.38 foot to o point on aforesaid Easterly line of Ocoee - C|orcono Rood; thence run North 00'11'35" West along said Easterly right-of-^|ina for o distance of 231.77 feet to aforesaid POINT OF BEGINNING. ""x Contains 47.50 acres more or less. 21 AMENDMENT TO THE CITY OF OCOEE COMPREHENSIVE PLAN APPLICATION Development Services – Planning Division 150 N. Lakeshore Drive I Ocoee, FL 34761 Phone: 407.905.3157 1 Fax: 407.905.3158 A. Applicant Information CPA. 9018 -00(v 1. Applicant's Name: Kenneth W. Buchman. owner Wresenative 2. Applicant's Address: 271. Laurel Oak Drive 3. Applicant's Telephone Number: 811-754-5018 and 407-350-9090 4. Applicant's Facsimile Number: B. Property Owner's Information 1. Property Owner's Name: See Attached List 2 Property Owner's Address: See Attached List 3. Property Owner's Telephone Number: See Attached List 4. Property Owner's Facsimile Number: C. Subject Property Information 1tECEiVED JUN 2 8 2018 TY OF OCOEE 19'&e"'" Office Use On 1. Location: Clarcona-Ocoee Road cast of SR 429, 10711 N.Lakewood Avenue 2. Acreage of Property: 7.3.41 3. Current Use: Residential 4. Proposed Use: HD Residential and Commercial 5. Existing Zoning: R -1A 6. Proposed Zoning: LDR 7. Existing Future Land Use Designation: LDR 8. Proposed Future Land Use Designation: H.D. Residential and Commercial 9. Does the Property Owner hold title to other property in the vicinity? Yes—If so, where? Remainder property on the other side of 429 10. Has an amendment for the adjacent property been processed within the past two years? One was started a few years back, not sure of the exact date of submittal or status. It is assumed that (W the application is not current- AMENDMENT TO THE CITY OF OCOEE COMPREHENSIVE PLAN CL Surrounding Property Information 1. Zoning: North: East: South: West: `RJA Z. Future Land Use: North: Recreation and East: Low Dqng�y Open Space Residential/ Recreation South: Low Density West: -Low Densit 1es!geIDla/ Residential E. Required Submittals l_�__[ornp|etedApplication Form 2.X Flat fee and review deposit 3.X completed Owner's Affidavit 4. X Completed, Annexation and Initial Zoning Hold Harmless Agreement 5.X Completed Applicant's Acknowledgment 6.X Location Map 7.X Legal description and boundary survey ofthe property 8. X Title certification complying with 177'041, FS.z Q.X Alist ofsurrounding property owners within 3OO'ofthe subiec1proper�Kexcluding right- of'vvaysand lakes. - IO. X Supplemental information as may be required from time to time to process the application. F. Available Facilities I Water Service - a Nearest water main: North Lakewood Avenue b. Anticipated water demand: 240,.644 Gallons.Per Day c Water capacity available: 2 Sewer Service ' a Nearest sewer main: 12, inch Gravity Main located on North Lakewood Avenue and Wurst Avenue b. Anticipated sewer demand:. 197,068 Gallons Per Day c Sewer capacity available: 90�1 I � a Nearest roadway access: Clarcona — Ocoee Road and SR 429 This review does not guarantee capacity availability for public facilities or roads for the project. The applicant may reserve capacity for all public facilities and roads by obtaining a Capacity Reservation AM ENDM ENT TO THE CITY OF OCOEE COMPREHENSIVE PLAN b Anticipatedtrips per day: __ C Roadway capacity available: 4 Fire Service - a Location ofnearest fire hydrant: b Fire district: c. Estimated fire response time: d Will any hazardous materials bestored here? 5 Police Service - a Police service district: b. Estimated police response time: 6 Storm water Service: a Location ofstormvvaterretention pond: b Existing stonmvvaterpond tobeused: c New stornnvvatersystem tobebuilt: -An on-site Storm Water Pgrid will he constructed on site. ci Stor/nvvaterwill behandled during DRC Review: 7 Solid Waste - a Nearest solid waste dump: b Disposal capacity available: c How will any hazardous waste be disposed: 8. Recreation - a Anticipated recreation impact: b Nearest parkfaci|ity:________ c Recreation capacity available: AMENDMENT TO THE CITY OF OCOEE COMPREHENSIVE PLAN G. Owner's Affidavit STATE OF: Florida COUNTY OF: Hillsborough Before me, the undersigned personally appeared who being first duly sworn on oath, depose(s) and say(s): 1 That theylshelhe arelis the fee -simple cwner(s)of the property |- '�|�describedinthis application. 2- That theylshelhe desire(s) to apply for a small scale comprehensive plan amendment for said property. l That thev/shp/hehave/has appointed himself to act as the Owner's Authorized Agent to represent the Owner in connection with the proposed action and the real property described in this application. 4 That they/she/he agrees to be hound by the action(s) of the Owner's Authorized Agent designated inparagraph 3above and the Ocoee Land Development Code. ` 5, That theylshelhe affirm(s) and will comply with all ordinances, regulations, and provisions of the City Code of the City of and that all statements and 'diarn ~ s submitted herewith are true and accurate to the best of the/nhen1�� knowledge and sU --ef and furthe�that th�appUattachments part ofthe official records of the City returnable. 6. That the accompanying adjacent property owners list is, to the best of - knowledge, acornp|e1eand accurate list ofthe ovvne�snamnesand nnaiUngaddresses -`�—'-- property king within three hundred feet LlOO'> of the perimeter of the subject parcel, as recorded in the latest official Orange County Tax Rolls. 7 That prior to the public hearing, ifapp|icable' swiUbeprominen'�posted onthe subject parcel not less than twelve /12\ days before the application will be considered b' -^ ~^-e Planning and Zoning Commission or the Board ofAdjustment, willan� w�remain posted until final determination (City Commission adopted or denial), after which time the noticesar- beremnoved and destroyed. - '- AMENDMENT TO THE CITY OF OCOEE COMPREHENSIVE PLAN Sworn to and subscribed before me this,&tday of Ounc. o?af8 , by Le-Anct{► lc1 �c� � who isersonal€y kna nwnW tom or who produced as identification, and who took an oath. a, Notary Public f Print Name: r My Commission Expires: �Y Sworn to and subscribed before me this day of who is personally known to me or who produced oath. Notary Public Print Name: My Commission Expires: LINDA M. YOUNG Notary Public - State of Florida COmiflliaion # GG 062080 [NOTARIAL SE;^, My Comm. Expires Feb 28, 202 �. °A ���•'���, Bonded thmughNational Notary Ass+ Owner's Signature . by as identification, and who took an [NOTARIAL SEAL] Owner's Signature Sworn to and subscribed before me this_ day of by who is personally known to me or who produced as identification, and who took an oath. Notary Public Property Owner's Information/ Owners of Record Owner's Name: • Kenneth Buchman • Elise Della Rocca • Tom and Carol Cole ■ Alissa Barrett and Kevin Young • Beryle Buchman • Miles Buchman ■ Robert Solomon Owner's Address: ■ 2718 Laurel Oak Drive Plant City, Florida 33566-6740 Owner's Telephone Number: ■ 8I3-754-5018 )-754-5018 A SUPPLEMENTAL DATA LAND USE PLAN AMENDMENT (LUPA) AND ZONING MAP AMENDMENT (ZMA) OCOEE VILLAGE CENTER CITY OF OCOEE, ORANGE COUNTY, FLORIDA JUNE 2018 Prepared for City of Ocoee by Wohlfarth Consulting Group, LLC WCG Project 2018-017 �A OCOEE IV, LLC OCOEE VILLAGE CENTER TABLE OF CONTENTS 1. INTRODUCTION ....................................................................... ......................................... 1 2. PROPERTY AERIAL MAP ............................. .................................................................... 1 3. MASTER SITE PLAN ................................................................ .................. ............... 3 4. LAND USE AND ZONING .................. ......................... ...................................................... 5 5. LEVEL OF SERVICE .......................................... __ ............. __ ................. _ ........................ 8 6. SERVICES .............................................................. ........................................................... 8 6.1 POTABLE WATER SERVICE ....................................... __,_ ........................................ 8 6.3.1 WATER AND SEWER CONNECTION CHARGES ................................................ 9 7. CONCURENCY ................................................................................................................ 10 8. SCHOOLS .............................................................. ................................. 11 9. IMPACT FEES .................................................................................................................. 12 10. UTILITIES / SERVICES ............. ................... ............................................................... 13 11. OFF-SITE IMPROVEMENTS ........................................................................................ 13 12. ENVIRONMENTAL IMPACTS ....................................................................................... 13 13. PHASE I ENVIRONMENTAL SITE ASSESSMENT ...................................................... 13 14. HISTORIC AND ARCHAEOLOGICAL STUDY .............................................................. 14 15. TRAFFIC IMPACT ANALYSIS ....................................................................................... 14 16. WATER MANAGEMENT ............................................................................................... 14 17. GEOTECHNICAL REVIEW ........ ...................... _ ................... ...................................... 15 17.1 RECOMMENDATIONS FROM THE MAY 19, 2005 REPORT ................................... 15 18. OCOEE VILLAGE CENTER TITLE CERTIFICATION ................................................... 16 19. PROJECT SCHEDULE ......................................................... ........................................ 16 20. GENERAL INFORMATION .......... ........................................................... ..................... 17 JUNE 2018 DUE DILIGENCE REPORT PAGE i OCOEE IV, LLC OCOEE VILLAGE CENTER TABLE 1 OCOEE VILLAGE CENTER PROJECT PROGRAM .............................................. 4 TABLE 2 PROJECT SITE AND LAND USE DATA .................................... ..................... ..... 7 TABLE 2 PROJECT LOS AND PROJECT IMPACT .............................................................. 8 TABLE4 SUMMARY OF LOS ..................... ......... ............................................................. 11 TABLE 5 STUDENT GENERATION RATES FOR SINGLE-FAMILY UNITS ....................... 11 TABLE 6 PROJECT AREA SCHOOLS / RATING ................... ..................... __ .................. 12 TABLE 7 CITY OF OCOEE AND ORANGE COUNTY IMPACT FEES* .............................. 12 TABLE 8 PROJECT AREA UTILITY/SERVICES COMPANIES .................... ................. _.. 13 TABLE 9 PROJECT MILESTONES ..................................................................................... 16 LIST OF FIGURES FIGURE 1 PROJECT LOCATION ......................................................................................... 1 FIGURE2 PROJECT AERIAL ......................................................................... ..................... 1 FIGURE 3 HOSPITAL AND SCHOOL MAP .......................................................................... 2 FIGURE 4 OCOEE VILLAGE CENTER SITE PLAN ............................................................. 3 FIGURE 5 EXISTING LAND USE MAP ................................................................................. 5 FIGURE 6 PROPOSED LAND USE MAP ................ _ .......................................................... 5 FIGURE 7 EXISTING ZONING MAP FIGURE 8 PROPOSED ZONING MAP ...................... 6 FIGURE 9 OCOEE VILLAGE CENTER PROPERTY FEMA MAP ...................................... 14 JUNE 2018 DUE DILIGENCE REPORT PAGE ii OCOEE IV, LLC OCOEE VILLAGE CENTER LIST OF EXHIBITS EXHIBIT A OCOEE VILLAGE CENTER LOCATION MAP EXHIBIT B OCOEE VILLAGE CENTER AERIAL MAP EXHIBIT C OCOEE VILLAGE CENTER EXISTING FUTURE LAND USE MAP EXHIBIT D OCOEE VILLAGE CENTER PROPOSED FUTURE LAND USE MAP EXHIBIT E OCOEE VILLAGE CENTER EXISTING ZONING MAP EXHIBIT F OCOEE VILLAGE CENTER PROPOSED ZONING MAP EXHIBIT G OCOEE VILLAGE CENTER SITE PLAN EXHIBIT H OCOEE VILLAGE CENTER LAND USE TABLES AND ANALYSIS OF LEVEL OF SERVICE EXHIBIT I OCOEE VILLAGE CENTER UPDATED SURVEY EXHIBIT J TITLE COMMITMENT (2015) EXHIBIT K PRELIMINARY GEOTECHNICAL EXPLORATION (MAY 2005 BY UNIVERSAL ENGINEERING) EXHIBIT L PRELIMINARY GEOTECHNICAL EXPLORATION 2005 (RELIANCE LETTER - JUNE 2018 BY UNIVERSAL ENGINEERING) EXHIBIT M PHASE 1 ENVIRONMENTAL SITE ASSESSMENT (APRIL 2005 BY UNIVERSAL ENGINEERING) EXHIBIT N OCOEE VILLAGE CENTER ENVIRONMENTAL ASSESSMENT (JUNE 2018, BIO -TECH) EXHIBIT O OCOEE VILLAGE CENTER OCPA PARCEL MAPS EXHIBIT P OCOEE VILLAGE CENTER OCPA PARCEL INFORMATION EXHIBIT Q OCOEE VILLAGE CENTER QUAD MAP EXHIBIT R OCOEE VILLAGE CENTER FEMA MAP EXHIBIT S OCOEE VILLAGE CENTER OCPS CAPACITY LETTER EXHIBIT T OCOEE VILLAGE CENTER POA DOCUMENTS EXHIBIT U OCOEE VILLAGE CENTER PROJECT SCHEDULE EXHIBIT V SOIL ANALYSIS FOR WEKIVA EXHIBIT W CITY OF OCOEE IMPACT FEES (FEB 2018) EXHIBIT X OCOEE VILLAGE CENTER HOSPITAL AND SCHOOL MAP EXHIBIT Y OCOEE VILLAGE CENTER DRIVE TIME MAP EXHIBIT Z OCOEE VILLAGE CENTER EXISTING UTILITY PLAN JUNE 2018 DUE DILIGENCE REPORT PAGE iii OCOEE IV, LLC OCOEE VILLAGE CENTER 1. INTRODUCTION The Ocoee Village Center Project is located in the City of Ocoee, Orange County, Florida. The property location is shown on Figure 1 and Exhibit A. A Boundary Survey is shown in Exhibit I. Per the Orange County Property Appraiser (OCPA) the proposed property consists of three parcels (Exhibit O): 10711 N Lakewood Avenue 28-22-05-0000-00-004 (47.28 acres) Clarcona Ocoee Road 28-22-05000000040 (23.76 acres) Westbridge Court 282205000000046 (2.13 acres) All three properties are located in: Section 5 -Township 22 -Range 28. Pe.�ene ` Necan,e Paradise Heights Za a s ' a o GY Pvt nr.... r�ii�., wa,Y Rw r wF o- nL n r ��o oc000 Figure 1 Project Location Per the OCPA the property is owned by Beryle S Buchman; Carol A Cole Trust No 1-, Thomas E Cole Trust No 1; Elise A Solomon-, Robert B Solomon; Kenneth W Buchman; J Miles Buchman, - Alissa R Barrett and Kevin M Young (Exhibit P). The contact for the property is Mr. Beryle S Buchman, whose address is 2718 Oak Drive, Plant City, Florida 33566-6740. The site is more specifically located south of Clarcona Ocoee Road, and east of N Lakewood Avenue. The majority of the property is treed areas for silviculture. Details of the property are included in the Environmental Assessment conducted by Bio -Tech (Exhibit N) and summarized in this report. The property has convenient access to State Route 429, located directly to the west. 2. PROPERTY AERIAL MAP Figure 2 and Exhibit B show a recent aerial map of the properties and surrounding area. The site is outlined in yellow. N Lakewood Avenue is a two- lane road west of the property. To the north is State Route 429 and Clarcona-Ocoee Road bisects the property. East of the property is Carpet Street-, and east and south of the property are single-family '111ftr housing neighborhoods. Figure 2 Project Aerial JUNE 2018 DUE DILIGENCE REPORT PAGE 1 L� OCOEE IV, LLC The following schools are located in close proximity to the property: Ocoee Elementary School is located four miles south of the property on S Lakewood Avenue-, Ocoee Middle School is located four miles south of the property on S Bluford Avenue-, and Ocoee High School is located 1.9 miles west of the property on Ocoee High School, 1925 Ocoee Crown Point Parkway. CAMC Health Central is located 6.6 miles south of the property, and a Publix anchored shopping center is also located .7 miles to the west on West Road. Also located in the area are several charter schools. Figure 3 and Exhibit X show hospital and school map. Also included is a Drive Time Map (Exhibit Y) for area location and distance references. JUNE 2018 OCOEE VILLAGE CENTER Figure 3 Hospital and School Map DUE DILIGENCE REPORT PAGE 2 Legend IY QF DNIlhN41 ELw a MIO RORNM REREARr: •. W 1(Rmc n'. " n.nr ® Schools SEDUCAYIpNCENTER ©• Hospitals J. p -Property ODtlma Jap',yA b O m O Cdy Boundary Li rk m 0 F m 4 0 Beach Are Nil, Dr v vrmn b NOrvtiv C Pok Paradise E Heights Para ms¢ E o` ,_ Nelg his McCornlck RdW J❑ v © a L Wa'.k¢r tdOr tJa yr.I �r mi� Tr°U' Lak¢ Ceuley RH E TOO Lake Rd r�I•� o Erol eo.aomv GRRCE 0 We.lyn 8� ti LAAa Cr LFARMNG.i 6lvh _ Sans _ !'ENTER/ j E\ Ma.•ta Dr • i cAamy 0 ACAOEMYFAS' as + G„reena 0,,n. A r Cr°.. eD t t,sdl, Oaks Cy Map'a Rd �a ym .Ave - C sarrm1118 p rvd A NAISSANCF GNAR-PRAT Fullers �osYRdRDVJN Pow' Lake 3 + a • AY4a0Gn AA PIWPoE DIRE Of.OFF hIGM anYO ELEMENTARY � SCIKMI 4 Ur 0 t n a GLAD T,OINGS m O q Q^F e :DADEMY m Llcerie t ba P+Dine o�4 � a` Nicole 61ve m iake b �l.n , o y 6th Ave � U NOPE CNARTER LEWCV NMJI r v�pn¢.ta.'N MarloNv Dry Q � ° R } C A -AIT °a3 bER 4 r • C e p E Fwlers c se Rd V ( O Q= c JJi'RING IARE 0 YAF T DAa9 E ; ELEMFNTARv 00•,1:.^ Ad Mims Re CAOLM• p1 CEDWD e�'I_T W-1 Re • _`4 RI Point IV., Der y0A7^i.d y 2AfADEM 9 m • e \Q ^ i99 snai A P e ".kh Cl J b CDEMY 4• L.—riA- G` \oil A ndre or i c"Ah�sflfwellinBAve 4 p 2 b L.K6 Burnt Tree Ct O Mohllw in m a sT 3 Q a Palm D, L e St µry\s • Canter St " r' NyY 4W O < V P i QCO@B n Star, Srrrl�e FSI Rr Rd Av< La Lu NqH R LL a1y OCO@0 Starke laky FranAIIR St ao .EGACYOE JOSH ACADGNv lGreywall De D!YA114 Tr LEa>SANORDUNCS LF -W. CPNTFR • Blvd t 'A S 15 MPS ACADEMY u Ocv T.seD `� iaka `AMMAN O Lake v Fforen te. An..FC eM1h Jt MP NING'4 ANlia?YY ru OCOFLTBeODI.E Olyinp" •`¢.. • OCDLS m < ELE At Pr 'neer U Oak SI v r ROY St E RCir oHoma 'ORA+N-OE+TEc--H�N'GrA.g 044 4AaplaSt\Eanit - v' Enterprise St_y Orlando Ave' 'ea Wh:1e Rd. evallo Dr f Hidet CAMPUS 5 Snr',7` Dt hry+reO.S. "ALLMM 3 MAAEY "Pd.,C alB a Q R oee O. L Sun.prrte. Cl ELEMLW: Slor Rd Goners SI [ Y E a E e ,10 Oal60A Oana P o w O <o MI A 8yarly; O MninR 4q St pe Sh0 N NonolU u¢�f - Uf+RC It>014 u d, rla Sl HEALTH PIKE of oeuum CENTRAL W colom.v ur so 5 W C°I°niel Dr q . g „ mHOSPITAL ,Dos coNuuwriake a' = (CE4'RAL f.ORIDA COLLEGE CHART,&. 1-1RA1 F1-4 Lafy CNAISTMMACADEMY c _ 4" WW 0 PREPAPC1,00L Oil SCI+DOL ACADFM 9i . AGADEMVo ���- _ �,. a 3 ewlnf •lane n _ ,q RoRoRSM Re!Qao_[We da'e jpR o'Oare°0'k O -.. 5, Figure 3 Hospital and School Map DUE DILIGENCE REPORT PAGE 2 OCOEE IV, LLC OCOEE VILLAGE CENTER 3. MASTER SITE PLAN The proposed Master Development Plan is shown below (Figure 4), and attached as Exhibit G. The plan is a mixed-use with residential and commercial uses. 4 I I I x zt > _XZ It;0 V IN ENTER WOULFAWTH C OCOEE VILLAGE C ONSULTM 7 OGOEE• FLORIDA GROUP� 1t� Figure 4 Ocoee Village Center Site Plan JUNE 2018 DUE DILIGENCE REPORT PAGE 3 OCOEE IV, LLC Table Ocoee Village Center Project Program OCOBVILLAGE CENTER Parcel use Area IDU/Acre (NR1) Multi -Family Residential 350 Units 14.9 23.6 (NC1) Commercial — Hotel 140 Rooms 2.6 (NC2) Commercial — Bank 10,000 SF 1.5 (NC3) Mixed -Use Commercial 16,000 SF 1.6 (NC4) Mixed -Use Commercial 15,000 SF 1.5 (SR1) Townhouse Residential 140 Units 26.6 5.3 (SC1) Commercial Grocery/Health 75,000 SF 6.7 (SC2) Commercial — Gas Station 6,000 SF 1.5 (SC3) Commercial — QSR 4,500 SF 1.5 (SC4) Commercial — QSR 4,500 SF 1.5 (GRN1) Open Space Water Management 7.9 (GRN2) Public Park 0.2 Parcel Area ROW Area 5.6 67.81 While some of the uses in the table above are specific, the commercial parcels may vary as the development and approval stages progress. The following list of commercial uses are permitted on commercialproperties. Uses: Hotels Orive-ThnoughRaatounonta Restaurants Offices Banks with Drive -Through Grocery Stores Child Care Centers Convenience Stores Automotive Service Stations Car Washes Pharmacies with Drive 'Through Health Clubs Dental and Medical Clinics Urgent Cares Veterinary Clinics Dry Cleaners Shopping Centers Jums2018 DUE DILIGENCE REPORT PAGE E-11 09 OCOEE IV, LLC 4. LAND USE AND ZONING The existing land use for the property is residential low intensity. The land use allows up to four (4) dwelling units per acre. Based on the gross acreage, there are 73.41 acres. Based on four DU/Acres the allowable density is 293 units. As can be seen from the Future Land Use (FLU) Map shown in Figure 5 and Exhibit C, the property is surrounded by low density residential land to the west, north, south and southeast. A small portion of the property backs up to recreation or open space to the northeast. The proposed Land Use Amendment is to modify the land use to high density residential (HDR) and commercial (C). Based on the amendment the area of HDR and C is: HDR 41.5 Acres 16 DU/Acre 664 Units C 31.9 Acres d C Figure 6 Proposed Land Use Map JUNE 2018 OCOEE VILLAGE CENTER Figure 5 Existing Land Use Map The residential area will be limited to the PUD zoning which will limit the number of residential units to 490 units or a density of 11.8 DU/Acres. A copy of the Proposed Future Land Use Map is shown in Figure 6 and Exhibit D. DUE DILIGENCE REPORT PAGE 5 Figure 6 Proposed Land Use Map JUNE 2018 OCOEE VILLAGE CENTER Figure 5 Existing Land Use Map The residential area will be limited to the PUD zoning which will limit the number of residential units to 490 units or a density of 11.8 DU/Acres. A copy of the Proposed Future Land Use Map is shown in Figure 6 and Exhibit D. DUE DILIGENCE REPORT PAGE 5 N OCOEE IV, LLC OCOEE VILLAGE CENTER The existing zoning for the property is R1 -A. The density of the property is regulated by the land use designation of low density residential of 4 DU/Acre or a maximum of 293 units. The existing Zoning Map is shown in Figure 7 and Exhibit E. The proposed PUD plan increases the use to 490 units and commercial uses. The Description of R1 -A by the City of Ocoee is as follows: R -1-A and R-1 single-family dwelling districts. The areas included in R -1-A and R-1 single-family dwelling districts are of the same general character as R -1 -AAA and R -1 -AA, but with smaller minimum lots and yards, and a corresponding increase in population density. This district is primarily intended for areas shown on the Future Land Use Map as "Low Density Residential". The proposed rezoning will change the zoning to PUD (Residential) and PUD (Commercial). The PDP/FDP plan shown in the schematic in Figure 7 and Exhibit E. A copy of the Proposed Zoning Map is shown in Figure 8 and Exhibit F. Figure 7 Existing Zoning Map Figure 8 Proposed Zoning Map JUNE 2018 DUE DILIGENCE REPORT PAGE 6 OCOEE IV, LLC Table 2 Project Site and Land Use Data OCOEE VILLAGE CENTER Description Data Acreage Gross 73.41 acres Uplands 73.41 Acres Wetland/Surface Waters 0 acres Number of Residential Units 490 Commercial Area 135,000 SF plus 140 Hotel Rooms Existing Site Conditions Vacant property, consisting of approximately 73.41 acres of uplands. Existing Land Use Low Density Residential Existing Zoning R -1-A Existing Zoning (North) Right -of -Way SIR 429 Existing Zoning (East) Southeast A-1 (County) and Northeast Recreation (City) Existing Zoning (South) A-1 (County) Existing Zoning (West) A-1 (County) Proposed Zoning PUD (Residential) and PUD (High Density Residential) Potential Phasing TBD Setback for Lots (Townhouses) Front 20 Feet Rear 15 Feet Side 0 Feet Side (Corner) 10 Feet Building Height Shall Not Exceed 60 Feet (5 Stories) Impervious Surface Ratio Maximum 60% Density Maximum 8.0 Dwelling Units Per Acre Maximum Building Coverage 60% of Gross Minimum Living Area 850 Square Feet Apartments and 1,250 Square Feet for Townhouses Building Separation Minimum of 20 Feet APARTMENTS; Minimum 15 Feet Townhouses Proposed Use 350 Apartments and 140 Townhouses; 110,000 SF Commercial plus 140 Hotel Units Gross Density (Based on Total Residential Property) 490/41.5 = 11.86 DU/Acres Population 490 X 3.1 = 1,519 Parking Provided Apartments 2 per unit X 350 units = 700 spaces Townhouses 2 per unit X 140 units = 280 spaces (w JUNE 2018 DUE DILIGENCE REPORT PAGE 7 OCOEE IV, LLC 5. LEVEL OF SERVICE OCOEE VILLAGE CENTER Table 3 shows the project's established Level of Service (LOS) for the City of Ocoee and the impact of the Ocoee Village Center development. Table 3 Project LOS and Project Impact Description LOS Project Impact Residential Units Apartments (North) 350 Units Residential Units Townhouses (South) 140 Units Commercial 135,000 SF Hotel 140 Rooms People per Unit Residential) 3.1 P/Unit 1,519 People Water Demand 300 GPD/ERU 52,200 GPD Wastewater Generation 270 GPD/ERU 52,200 GPD Solid Waste 6 # per P/Day 1,879 # Schools Elementary .137 Students per Unit-- 67 Students Middle .057 Students per Unit 28 Students High .065 Students per Unit 32 Students The water demand and wastewater generation are based on City of Ocoee Comprehensive Plan. People Based on Residential Uses Only 6.1 POTABLE WATER SERVICE The potable water service is provided by the City of Ocoee. Based on review of the as -built drawings provided by the City of Ocoee there is a 12" water main just south of the property. This is shown on the Conceptual Engineering Plan. The design of the water distribution system is based on utilizing a 1.5 over a 16 -hour period or 2.25 times ADF for max -day plus fire flow (1000 GPM) and 2.5 times max day, or a factor of 5.625 for peak hour flow. The analysis is detailed below. Average Daily Flow equals the combination of demand for the residential and commercial areas. The City of Ocoee has established, through its Comprehensive Plan, that 300 GPD is an Equivalent Residential Unit. The City has also established values for generation rates for various residential and commercial uses. Based on those values and adjusted per experience, the following have been used in determining the demand for potable water: (W JUNE 2018 DUE DILIGENCE REPORT PAGE 8 OCOEE IV, LLC OCOEE VILLAGE CENTER Residential Townhouses, assume to be primarily 3 Bedroom ERC per unit Apartments, assume to be an average of 2 BR Commercial Gas Service Station Full Service Restaurant Fast Food Restaurant (QSR) Hotel Retail Grocery 1 ERC/Unit 83 ERC per unit 3.0 ERU/Station 5.5 ERU/Per Restaurant 3.0 ERU/Restaurant .5 ERU/Room .2 GPD/SF or 1 ERU/1,500 SF .2 GPD/SF or 1 ERU/1,500 SF Based on the analysis of the Level of Service for the project the site will require 182,900 Gallons Per Day (ADF) or a total of 610 ERC's. The maximum demand for the project is equal to the maximum daily flow plus fire flow and is 1,318 GPM. A copy of the analysis is attached to the supporting data report. 6.2 NON -POTABLE WATER SERVICE The non -potable water service is available. Irrigation will be provided by reuse water. A reuse system will be installed on the site. The details of the site are not finalized at this time. To determine the approximate quantity of the reuse water required it has been assumed that 40% of the property will be irrigated with 1'/z inches per week. Based on the above approximately 6,000 gallons per day per acre will be required. With 73.41 acres X 40% X 6,000 GPD/acre or 176,184 gallons per day will be required for Irrigation. The reuse water is located east of the property. The reuse line will be extended to the site as part of the land development process. 6.3 WASTEWATER SERVICE The wastewater system will consist of a gravity collection system connected to a proposed pumping station located on the property. The pumping station will pump to a 12" gravity main along N. Lakewood Avenue at Wurst Road. The locations are shown on the existing utility plan, Exhibit Z. 6.11 WATER AND SEWER CONNECTION CHARGES Potable water, non -potable water, and wastewater service are provided by the City of Ocoee. A water capital charge has been established as follows: • Water $2,083.00 per Equivalent Residential Unit • Sewer $6,178.00 per Equivalent Residential Unit • Total $8,251.00 per Equivalent Residential Unit JUNE 2018 DUE DILIGENCE REPORT PAGE 9 OCOEE IV, LLC OCOEE VILLAGE CENTER This is based on the attached impact fee schedule effective as of February 1, 2018. There are (W annual adjustments of fees. In addition, meter set charges and deposits are required to be paid at the time the meter is set. There is a total of 610 ERU's based on the total $5,033,110.00. 7. CONCURENCY In Florida, concurrency refers to a system of providing new public facilities/services to accommodate growth. These facilities and services must be provided at the time of new development. A new development cannot cause a facility to exceed an adopted level -of -service (LOS). The City of Ocoee and Orange County has defined concurrency facilities that include: • Roadways ■ Potable Water Facilities ■ Sanitary Sewer Facilities ■ Solid Waste Facilities ■ Recreation and Open Space Facilities ■ Drainage Facilities ■ Schools A request for a Development Order and permits are conditional on the availability of concurrency Facilities that meet adopted LOS are identified in Table 4. Letters of Capacity Reservation will be issued on a first-come, first-served basis by the Administrative Official. Letters of Capacity Reservation will be valid only for the specific land uses, densities, intensities, construction and improvement schedules contained in the application. Letters of Capacity Reservation run with the land and are transferable to a successor in ownership. Reservation of capacity for concurrency shall expire if the underlying development order or development agreement expires or is revoked. The letters of capacity are issued with the Final Development Plan approval. City of Ocoee Staff will identify the current status in their review. Upon the conclusion of the concurrency review, the Administrative Official shall prepare a written set of findings concerning the proposed development. These findings shall include, but are not limited to: ■ The anticipated public facility impacts of the proposed development; ■ The ability of existing facilities to accommodate the proposed development at the adopted level of service standards, ■ Any existing facility deficiencies that will need to be corrected prior to the completion of the proposed development; ■ The facility(ies) improvement or additions necessary to accommodate the impact of the proposed development at the adopted level(s) of service standard(s) and the entity(s) responsible for the design and installation of all required facility improvements or additions; and ■ The date such facility(ies) improvement or additions will need to be completed to be concurrent with the impacts on such facility(ies) created by the proposed development. JUNE 2018 DUE DILIGENCE REPORT PAGE 10 OCOEE IV, LLC OCOEE VILLAGE CENTER Based on the City's internal review and conversations with their staff, the project would currently (W meet or exceed the required level of services. There appears to be adequate capacity to process and approve the proposed LUPA and ZMA. Table 4 shows a summary of the Level of Services (LOS) or design criteria, if higher: Table 4 Summary of LOS Item. LOS Population 3.1 People/Unit (Single Family) Potable Water 350 GPD/Unit Fire Flow Residential 500 GPM/20 PSI, Commercia11,000 GPM/20 PSI Sanitary Sewer 300 GPD/Unit Solid Waste 6.0 Pounds/Capital/Day Recreation Parks: 6 Acres/1000 People Drainage Retention/Detention with no Positive Outfall 25 Yr, 96 Hr Public Schools 100% to 125% of FISH of Capacity Roadways I Meeting Traffic Analysis Requirements 8. SCHOOLS The Orange County Public Schools (OCPS) system is responsible for the public schools servicing the proposed project. In addition to the public system, charter schools and private (W schools are available in the area. The OCPS has a procedure. An application will be submitted to OCPS for concurrency review as part of the due diligence process. The finding of school capacity also identifies the School Impact Fees for the project. The fee for Townhouses is $6,930.00 per unit and the fee for Apartments is $5,919.00 per unit. Based on the impact fees the cost for schools is: Apartments 350 Units $5919.00 $2,083,488.00 Townhouses 140 Units $6,930.00 $970,200.00 The fees are to be paid as follows: Individually at the time of building permits are issued; and a Capacity Enhancement will be submitted as part of the review process. Table 5 Student Generation Rates for Single -Family Units SchoW *U001100per' Unfit Elementary School .152 per unit Middle School .074 per unit High School .102 per unit TOTAL .328 per unit JUNE 2018 DUE DILIGENCE REPORT PAGE 11 OCOEE IV, LLC OCOEE VILLAGE CENTER Table 6 lists the schools in the project area and their ratings. Table 6 Project Area Schools I Rating Sohooll Address Phone ftIt Ocoee Elementary School 400 S. Lakewood Avenue 407-877-5027 C+ Fire Protection (Non -Residential) Ocoee, FL 34761 Recreation $1,560.00 Ocoee Middle School 300 S. Bluford Avenue 407-877-5035 B Road (Commercial) ITE 850 Ocoee, FL 34761 Road ITE 220 Apartments $2,655.21 Ocoee High School 1925 Ocoee Crown Point Pkwy. 407 -905-3000 C+ School (Multi -Family) Ocoee, FL 34761 Ocoee, School (Townhouse) $6,930.001 -zulbil t Kating 9. IMPACT FEES Development projects in the City of Ocoee, Orange County are subject to impact fees for the following: • Police Services • Fire Protection • Recreation • Road • Library • School Impact fees are based on City of Ocoee Impact Fee Schedule. Table 7 shows the fees as of February 1, 2018. Fees are subject to change. Table 7 City of Ocoee and Orange County Impact Fees* Entity Fm Police Services (Residential) $501.04/Unit Police Services (Non -Residential) $.33/SF Fire Protection(Residential) $636.00/Unit Fire Protection (Non -Residential) $.47/SF Recreation $1,560.00 Road (Commercial) 310 Hotel/Motel $2667.56 Road (Commercial) ITE 820 Varies, $4,847.30 Road (Commercial) ITE 850 $15,791.28 Road ITE 220 Apartments $2,655.21 Road ITE 220 Townhouse $2,319.70 Library $0.00 School (Multi -Family) $5,919.00 School (Townhouse) $6,930.001 * All fees payable prior to Building Permit JUNE 2018 DUE DILIGENCE REPORT PAGE 12 OCOEE IV, LLC OCOEE VILLAGE CENTER 10. UTILITIES /SERVICES The following table lists the utilities/services companies and contact information for the project area. Table 8 Proliect Area Utility/Services Comnanias 11. OFF-SITE IMPROVEMENTS There are major off-site improvements required for the development of the property. They are: 0 Re -alignment of the existing southbound road from Clarcona-Ocoee Road. 0 Turn Lanes on Clarcona-Ocoee Road. • Connection to the 12" watermain on N. Lakewood Avenue south of Fullers Cross Road. • Construction of a 12" gravity main along N. Lakewood Avenue at Wurst Road. The locations are shown on the Existing Utility Plan (Exhibit Z). 12. ENVIRONMENTAL IMPACTS The existing site is a planted pine forest that is part of a silviculture program. As part of the development the pine trees will be removed during the clearing process. The entire site is designated as vegetative community. An Environmental Assessment was prepared by Bio -Tech Consultants and is included in Exhibit N. 13. PHASE I ENVIRONMENTAL SITE ASSESSMENT A Phase I Environmental Study was conducted by Universal Engineering Services and a report issued on April 2005 (Exhibit M). The project number is 13318-004-01. The assessment identified no evidence of unresolved recognized environmental conditions. The assessment concluded that according to the property owner, water wells may be located on the northeast portion of the property, and that if no intended use of the wells is anticipated, they should be abandoned in accordance with Orange County Health Department requirements and in accordance with St. Johns River Water Management District rules. Based on the Analysis no JUNE 2018 DUE DILIGENCE REPORT PAGE 13 Actdreas Phone/Internet/ Bright House Customer Statewide 855-222-0102 Cable TV Spectrum Service Potable Water City of Ocoee Customer 150 N Lakeshore Dr., 407-905-8191 Service Ocoee, FL 34761 Wastewater City of Ocoee Customer 1800 AD Mims Road, 407-905-3159 Service Ocoee, FL 34761 Re -Use Water City of Ocoee Customer 1800 AD Mims Road, 407-905-3159 Service Ocoee, FL 34761 Electric Duke Energy Customer Orlando area 407-629-1010 Service Gas Lake Apopka Customer 1320 Winter Garden 407-656-2734 Natural Gas Service Vineland Rd, Winter Garden, FL 34787 11. OFF-SITE IMPROVEMENTS There are major off-site improvements required for the development of the property. They are: 0 Re -alignment of the existing southbound road from Clarcona-Ocoee Road. 0 Turn Lanes on Clarcona-Ocoee Road. • Connection to the 12" watermain on N. Lakewood Avenue south of Fullers Cross Road. • Construction of a 12" gravity main along N. Lakewood Avenue at Wurst Road. The locations are shown on the Existing Utility Plan (Exhibit Z). 12. ENVIRONMENTAL IMPACTS The existing site is a planted pine forest that is part of a silviculture program. As part of the development the pine trees will be removed during the clearing process. The entire site is designated as vegetative community. An Environmental Assessment was prepared by Bio -Tech Consultants and is included in Exhibit N. 13. PHASE I ENVIRONMENTAL SITE ASSESSMENT A Phase I Environmental Study was conducted by Universal Engineering Services and a report issued on April 2005 (Exhibit M). The project number is 13318-004-01. The assessment identified no evidence of unresolved recognized environmental conditions. The assessment concluded that according to the property owner, water wells may be located on the northeast portion of the property, and that if no intended use of the wells is anticipated, they should be abandoned in accordance with Orange County Health Department requirements and in accordance with St. Johns River Water Management District rules. Based on the Analysis no JUNE 2018 DUE DILIGENCE REPORT PAGE 13 OCOEE IV, LLC OCOEE VILLAGE CENTER additional assessments were warranted at that time. Due to the amount of time since the study 4W was ordered an updated has been prepared and attached as Exhibit L. The updated study has the same conclusions and no additional assessments are warranted at this time. 14. HISTORIC AND ARCHAEOLOGICAL STUDY A Historical and Archaeological Study has not been performed at this time. 15. TRAFFIC IMPACT ANALYSIS A Traffic Impact Analysis is currently being prepared by Traffic Planning and Design (TPD) and will be submitted under separate cover. 16. WATER MANAGEMENT The property is located within Zone X. The FIRM for the area is Map number 12095CO21OF dated September 25, 2009. A copy of a portion of that map is shown in Figure 9 and Exhibit R. Based on the proposed development there will be no impact to the 100 -year flood plain. The property is within the jurisdiction of the St. Johns River Water Management District (SJRWMD). The property is.under the Wekiva Rule and certain conditions must be meet for the development of the site. As soon as the Master development plan has been finalized, a pre - application meeting and submittal of the permit will be made. Figure 9 Ocoee Village Center Property FEMA Map To maximize the property, approximately four acres of off-site water management storage has 4W been proposed on the adjacent golf course. JUNE 2018 DUE DILIGENCE REPORT PAGE 14 OCOEE IV. LLC OCOEE VILLAGE CENTER A detailed analysis has been conducted to determine the impact of the Wekiva Study Area to the development of the property. Based on that analysis (Exhibit V), it was concluded that there are no development restrictions required. A Preliminary Geotechnical Exploration was done on May 19, 2005.The report was done by Universal Engineering Sciences (Exhibit K). The report was updated on June 15, 2018. The later report is attached (Exhibit Q. The recommendations for the 2005 report are included below. During the design portion of the project, additional geotechnical studies will be conducted. Those studies, as well as the May 19, 2005 and the recent 2018 studies, will be utilized in the development of the project. 17.1 RECOMMENDATIONS FROM THE MAY 19, 2005 REPORT The following recommendations are made based upon a review of the soil data, our understanding of the proposed construction, and experience with similar projects and subsurface conditions. The recommendations made are of a preliminary nature and cannot be used for design. A comprehensive geotechnical investigation is recommended and the preliminary recommendations will be revised and amended as necessary on completion of the comprehensive exploration. We have not been provided with site development plans or structural loads for the likely development. Against this background, we present our preliminary assessment of site development constraints relating to foundation design, groundwater control, and construction related services. Based on the subsurface conditions encountered at the site, we anticipate that relatively lightly loaded structures may be founded on conventional, shallow spread footings, post- tensioned slabs, or on reinforced monolithic slabs with conventional site preparation. The actual design of the foundation will most likely be governed by, building structure type, wall and column loads, and the allowable settlement for the structures. We estimate that the actual foundation design pressures will be in the range of 2,000 to 3,000 pounds per square foot. Since the proposed development will include the addition of impervious areas from the buildings and pavements, the increase in stormwater nun -off rate and volumes will likely be attenuated a through stormwater management pond on-site. Based on the subsurface conditions and groundwater levels encountered, and depending upon fined site layout, we believe that a wet retention pond system should be considered. We recommend that at this preliminary stage, a seasonal high-water table at a depth of within 3 feet of current grade be assumed. Detailed design of the retention pond system should take into aocount variations in elevation between boring locations, proximity to the adjacent wetlands, etc. With improvement, the surficial soils appear suitable to support typical light duty pavement sections. We recommend using a flexible pavement section for the design of light and moderate duty parking lots and driveways. Flexible pavements combine the strength and durability of several layer components to produce an appropriate and cost-effective combination of available materials. For preliminary pavement designs, we recommend using a three -layer pavement section consisting of stabilized subgrade, base course, and surface course. A stabilized subgrade may be required due to the relatively dean nature of the surficial sands, since these sands may not provide the necessary stability during the compaction operations. The three -layer pavement may be placed on existing, prepared subgrade or compacted embankment fill. One of the most critical influences on the pavement performance in Central Florida is the relationship between the pavement subgrade and the seasonal high groundwater level. Many roadways and parking areas have been destroyed as a result of deterioration of the base and the basetsurface course bond. Regardless of the type of base selected and based on our past experience with groundwater problems in this area, we recommend that the seasonal high groundwater and the bottom of the base course be separated by at least 12 inches. In summary, although we have identified the preceding potential constraints due to subsurface conditions, we believe these issues can be managed through proper Panning and design and should not significantly affect the feasibility of developing this site. A comprehensive geotechnical exploration should be carried out once development proposals are known. JUNE 2018 DUE DILIGENCE REPORT PAGE 15 OCOEE IV, LLC OCOEE VILLAGE CENTER 18. OCOEE VILLAGE CENTER TITLE CERTIFICATION A Title Certificate was issued on October 16, 2015 (Exhibit J). An updated Title Report dated March 2018 is also attached. In review of the Title certificate and the Boundary Survey there are no encumbrances that will impact the development of the site. 19. PROJECT SCHEDULE The development of the Ocoee Village Center will require a Comprehensive Land Use Amendment (LUPA), a Zoning Map Amendment (ZMA), Preliminary and Final Development Plan (P/FDP), and Subdividing (platting), of the property, a water management permit, and permits from the City of Ocoee and the Florida Department of Environmental Protection. The project was initiated in February of 2018. The project should have all its entitlements and approvals in January/February of 2019. Table 9 shows the project milestones starting with the execution of the LOI and concluding with the issuance of all the required permits to construct the project. Table 9 Project Milestones Date February 28, 2018 Signed Contract and Effective Date June 13, 2018 Submit LUPA/ZMA July 21, 2018 Due Diligence Period Over August 14, 2018 Submit PDP/FDP to City August 28, 2018 Submit SJRWMD/ALOE Permit Application November 27, 2018 LUPA/FDP Approved December 18, 2018 PDP/FDP Approved March 15, 2019 FDP Approved March 15, 2019 SJRWMD Permit Approved March 15, 2019 All Permits Issued March 25, 2019 FDEP Permit Approved March 25, 2019 Closing It is anticipated that the project will have all permits by March 2019. A more detailed schedule is included in Exhibit U. Below is a list of the approvals needed for the project's development: ■ Land Use Plan Amendment (LUPA) ■ Zoning Map Amendment (ZMA) ■ Preliminary and Final Development Plan (P/FDP) Approval ■ Orange County Public Schools Concurrency Approval ■ Final Plat Approval ■ Concurrency Review and Approval ■ SJRWMD Permit Approval ■ FDEP Water and Sewer Permits JUNE 2018 DUE DILIGENCE REPORT PAGE 16 OCOEE IV, LLC 20. GENERAL INFORMATION Applicant Ocoee IV, LLC c/o Richard C. Wohlfarth, P.E. 246 North Westmonte Drive Altamonte Springs, Florida 32714 407-750-3123 Office 407-350-9090 Cell Rwohlfarth@wpgroup.co Planner Ocoee Development fl, LLC c/o Richard C. Wohlfarth, P.E. 246 North Westmonte Drive Altamonte Springs, Florida 32714 407-750-3123 Office 407-350-9090 Cell Rwoh1farth@wpgroup.co Civil Engineer t Wohlfarth Consulting Group, LLC C/o Richard C. Wohlfarth, P.E. 246 North Westmonte Drive Altamonte Springs, Florida 32714 407-750-3123 Office 407-350-9090 Cell Rwohlfarth@wpgroup.co Surveyor Allen and Company Donald Allen, RJR 16 E Plant Street Winter Garden, Florida 34787 407-654-5955 OCOEE VILLAGE CENTER Environmental Consultant Bio -Tech Consulting, Inc. C/o John Miklos and Danny Gough 2002 East Robinson Street Orlando, Florida 32803 407-894-5969 Office 407-894-5970 FAX 407-963-2751 Cell Geotechnical Universal Engineering Sciences c/o Thomas E. Whitney, P.E. 3532 Maggie Boulevard Orlando, Florida 32811 407-423-0504 Office Phase 1 Environmental Study Universal Engineering Sciences c/o Mary H. Bruno 3532 Maggie Boulevard Orlando, Florida 32811 407-423-0504 Office Transportation Traffic Planning and Design c/o Turgut Dervish 535 Versailles Drive Maitland, Florida 32751 407-628-9955 JUNE 2018 DUE DILIGENCE REPORT PAGE 17 OCOEE IV, LLC City of Ocoee, 150 N Lakeshore Drive Ocoee, FL 34761 407-905-3100 www.ocoee.org • • Building Official Dean Hall DHali@ocoee.org 407-554-7088 Plans Examiner Ryan Morgan rmorgan@ocoee.org 407-554-7089 Plans ExaminerlBuilding Code Inspector Doug Hammon dhammon@ocoee.org 407-554-7087 Building Code Inspectors Rick Howell ricky.howell@ci.ocoee.fl.us 407-554-7089 Bob Farris rfarris@ocoee.org 407-554-7091 Building/Permitting Supervisor Laureen Cooper Icooper@ocoee.org 407-905-3104 Building Division City Planner Michael Rumer MRumer@ci.ocoee.fl.us 407-905-3100 ext. 1018 manl� �1: Development Services 407-905-3157 Assistant City ManagerlDevelopment Services Director Craig Shadrix Parks and Recreation 407-877-5803 Director Jeffrey Hayes Public Works 301 Maguire Road Ocoee, FL 34761 407-905-3170 Director Steve Krug Police Department 646 Ocoee Commerce Parkway Ocoee, FL 34761 407-905-3160 Police Chief Charles J. Brown Fire Department 563 S. Bluford Ave. Ocoee, FL 34761 407-905-3140 Fire Chief John Miller JUNE 2018 DUE DILIGENCE REPORT PAGE 18 R OCOEE IV, LLC OCOEE VILLAGE CENTER Orange County School Board 445 W. Amelia St. Orlando, Florida 32801 (407) 317-3236 Superintendent Barbara Jenkins Supt@ocps. net Chairman William Sublette William.Sublette@ocps.net I•I I•1 11•j S' .11 0 0 Facilities Planning 6501 Magic Way, Building 200 Orlando, Florida 32809 (407) 317-3974 (407) 317-3263 Fax Senior Administrator Tyrone K Smith tyrone.smith@ocps.net (407) 317-3700 x2022898 District 1 Planning Relations Joie Cadle Vitonni Jenkins joie.cadle@ocps.net vitonni.jenkins@ocps. net District 2 (407) 317-3700 x2022395 Daryl Flynn daryi.flynn@ocps.net District 3 Linda Kobert, Vice Chair Linda.Kobert@ocps.net District 4 Pam Gould pamela.gould@ocps.net District 5 Kat Gordon kathleen.gordon@ocps.net District 6 Nancy Robbinson nancy.robbinson@ocps.net District 7 Christine Moore christine.moore2@ocps.net JUNE 2018 DUE DILIGENCE REPORT PAGE 19 OCOEE IV, LLC OCOEE VILLAGE CENTER Exhibit A Ocoee Village Center Location Map Exhibit B Ocoee Village Center Aerial Map Exhibit C Ocoee Village Center Existing Future Land Use Map Exhibit D Ocoee Village Center Proposed Future Land Use Map Exhibit E Ocoee Village Center Existing Zoning Map Exhibit F Ocoee Village Center Proposed Zoning Map Exhibit G Ocoee Village Center Site Plan Exhibit H Ocoee Village Center Land Use Tables and Analysis of Level of Service Exhibit / Ocoee Village Center Updated Survey Exhibit J Title Commitment (2015) Exhibit K Preliminary Geotechnical Exploration (May 2005 by Universal Engineering) Exhibit L Preliminary Geotechnical Exploration 2005 (Reliance Letter - June 2018 by Universal Engineering) Exhibit M Phase 1 Environmental Site Assessment (April 2005 by Universal Engineering) Exhibit N Ocoee Village Center Environmental Assessment (June 2018, Bio -Tech) Exhibit 0 Ocoee Village Center OCPA Parcel Maps Exhibit P Ocoee Village Center OCPA Parcel Information Exhibit Q Ocoee Village Center Quad Map Exhibit R Ocoee Village Center FEMA Map Exhibit S Ocoee Village Center OCPS Capacity Letter Exhibit T Ocoee Village Center POA Documents Exhibit U Ocoee Village Center Project Schedule Exhibit V Soil Analysis for Wekiva Exhibit W Ocoee Village Center Existing Utility Map Exhibit W City of Ocoee Impact Fees (Feb 2018) Exhibit X Ocoee Village Center Hospital and School Map Exhibit Y Ocoee Village Center Drive Time Map Exhibit Z Ocoee Village Center Existing Utility Plan JUNE 2018 DUE DILIGENCE REPORT PAGE 20 Paradf Heigh Par He Fullers V I howl Lake Luke A,1,2,, Cj D' Lake V -d - onto L,k. Wad. - o < Prairie ro ake Crown g R,dg- r 0 0 ng R;' ing L., CI.— Pont CI." Rd ollik— St C = Ocoee OC 0 e e Legend to Property Outline City Boundary E S, 00"'d. 6 H 0 U P Buckman Property 0 0.25 0.5 1 A Location Map Miles N at howl Lake Luke A,1,2,, Cj D' Lake V -d - onto L,k. Wad. - o < Prairie ro ake Crown g R,dg- r 0 0 ng R;' ing L., CI.— Pont CI." Rd ollik— St C = Ocoee OC 0 e e Legend to Property Outline City Boundary E S, 00"'d. 6 H 0 U P Buckman Property 0 0.25 0.5 1 A Location Map Miles N Buckman Property o iso soo soo \ Aerial Map Fee} N I%W �G fl 0 U P Ocoee Village Center o ,so 300 600 \ Existing Future Land Use �J Feet A n 09 G fl 0 0 P Ocoee Village Center o 150 soo soo Proposed Future Land Use Feet A I `J w�G II Q U I Ocoee Village Center o ,so soo soo \ Existing Zoning Map Feet A i Ocoee Village Center 0 150 300 600 Proposed Zoning Map ^j Feet A 1 A A A OCOEE VILLAGE CENTER OCOEE, FLORIDA WOHLFAWFH CONSUIXING GROUP LLC r r r Ocoee Village Center - Site Data Tabuations ON. 2018.06.09 PARCEL USE ROW UNITS ROOMS SQUARE FOOTAGE ERU Height AREA (so AREA ac NOTES (NRI) Multi -Family Residential 350 5 -Story Bid s. 646.817 14.85 Luxury Apartments Bldg. Plate J±L)_12,000sf (NCI) Commercial - Hotel 140 111,012 2.55 Hotel Plate 22,000sf (NC2) Commercial - Bank 10,000 64,221 1.50 Bank (NC3) Mixed -Use Commercial 16,000 70,773 .1.60 (NC4) Mixed Use Commercial 15,000 65,183 11.50 I (SRI) Townhouse Residential 140 35ft 1,437,717 3100 (SC1) Commercial - Grocery/Health 75,000 290,516 670 (SC2) Commercial - Gas Station 6,000 65,047 1.50 (SC3) Commercial - QSR 4,500 65,235 1.50 (SC4) Commercial - QSR 4,500 65,365 .1,50 1 (GRN1) Openspace - Water Manag. 62,706 1-40 (GRN2) Public Park 10,481 0.24 490 140 131,000 1PARCEL AREA 623 1 2,955,073 67.84 ROW AREA 241,795 5,55 TOTAL SITE AREA 3,196,888 73.39 �d • L EH COMPANY 77 . , - -""A AN It 00*1 - r r r r r ,HEU 4 OF 4 F I. 2E -ET OF I ,OCU' -r� ,HEU 4 OF 4 Commitment for Title Insurance ISSUED BY St 4MC ,*Schedule A First American Title Insurance Company 5011612 - 2037-3448515 Customer Reference Number: Ocoee Parcels First American File Number: 2037-3448515 Effective Date: October 16, 2015 @ 8:00 A.M. 2. Policy or Policies to be issued: Proposed Amount of Insurance: a. Owner's ' Policy ALTA Owner's Policy of Title Insurance (6-17-06) $TBD (with Florida modifications) Proposed Insured: To Be Determined b. Loan Policy ALTA Loan Policy of Title Insurance (6-17-06) $TBD (with Florida modifications) C. Proposed Insured: To Be Determined, its successors and/or assigns as their interests may appear as defined in the Conditions of this policy. Proposed Insured: Val-1mr,aw.] 3. The estate or interest in the land described or referred to in this Commitment is Fee Simple 4. Title to the Fee Simple estate or interest in the land is at the Effective Date vested in: Alfred F. Barrett; Beryle S. Buchman; Elise A. Solomon; Robert B. Solomon; J. Miles Buchman; Kenneth W. Buchman; Carol A. Cole and Thomas E. Cole, Co -Trustees, or successors, as Co - Trustees of the Carol A. Cole Trust No. 1, dated August 8, 2002; and Carol A. Cole and Thomas E. Cole, Co -Trustees, or successors, as Co -Trustees of the Thomas E. Cole Trust No. 1, dated August 8, 2002, as their interests may appear, by virtue of Book 4536, Page 1047; Book 4619, Page 407; Book 5286, Page 975; Book 9602, Page 3926; Book 10992, Page 6757; and Book 10992, Page 6759. The land referred to in this Commitment is described as follows: See Exhibit "A" attached hereto and made a part hereof Swann Hadley Stump, Dietrich & Spears, P.A. Form 5011612 (2-1-11) Page 1 of 12 ALTA Commitment (6-17-06) (with Florida modifications) Authorized Countersignature for Swann Hadley Stump, Dietrich & Spears, P.A. (This Schedule A valid only when Schedule B is attached.) Form 5011612 (2-1-11) Page 2 of 12 ALTA Commitment (6-17-06) (with Florida modifications) •.*1 ►a1►K,r Exhibit A Customer Reference Number: Ocoee Parcels First American File Number: 2037-3448515 Commitment for Title Insurance ISSUED BY First American Title Insurance Company The land referred to herein below is situated in the County of Orange, State of Florida, and is described as follows: THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 AND THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 IN SECTION 5, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA. LESS AND EXCEPT THAT PORTION DESCRIBED IN THAT CERTAIN RIGHT-OF-WAY AGREEMENT RECORDED MAY 6, 1971 IN OFFICIAL RECORDS BOOK 2062, PAGE 843, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA; ALSO LESS AND EXCEPT THAT PORTION DESCRIBED IN THAT CERTAIN CORRECTED STIPULATED FINAL JUDGMENT RECORDED NOVEMBER 26, 2001 IN OFFICIAL RECORDS BOOK 6397, PAGE 247, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA; AND LESS AND EXCEPT THAT PORTION DESCRIBED IN THAT CERTAIN STIPULATED ORDER OF TAKING RECORDED JANUARY 16, 2009 IN OFFICIAL RECORDS BOOK 9816, PAGE 8120, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. Form 5011612 (2-1-11) Page 3 of 12 ALTA Commitment (6-17-06) (with Florida modifications) V.• a * t 'I , , 14 + RrstAmej Schedule BI Customer Reference Number: Ocoee Parcels First American File Number: 2037-3448515 The following requirements must be met: Commitment for Title Insurance ISSUED BY First American Title Insurance Company 5011612 - 2037-3448515 1. Pay and/or disburse the agreed amounts for the interest in the land and/or the mortgage to be insured. 2. Pay us the premiums, fees and charges for the policy. 3. Pay all taxes and/or assessments, levied and assessed against the land, which are due and payable. 4. The following documents, satisfactory to us, creating the interest in the land and/or the mortgage to be insured must be signed, delivered and recorded: Form 5011612 (2-1-11) Page 4 of 12 ALTA Commitment (6-17-06) (with Florida modifications) a. Warranty Deed conveying the land executed by Carol A. Cole and Thomas E. Cole, individually and as Co -Trustees, or successors, as Co -Trustees of the Carol A. Cole Trust No. 1, dated August 8, 2002, and by all beneficiaries of the Trust, to To Be Determined. In conjunction therewith, obtain and record with the deed in the Public Records, either: 1) The aforementioned Trust Agreement and any amendments thereto (the 'Trust Agreement"), together with an incumbency affidavit from the acting trustee, which describes the land, and: a) Confirms that the Trust Agreement remains in full force and effect; b) that the Trustee still remains vested with all the powers enumerated in the Trust Agreement; and c) that there have not been any amendments or modifications to the Trust Agreement other than the amendment(s) noted herein; 2) As an alternative to recording the Trust Agreement in its entirety, obtain and retain in the agent's file an affidavit from the acting trustee, with a copy of the Trust Agreement attached, and asserting that there have not been any amendments or modifications to the Trust Agreement other than the amendment(s) attached thereto, and obtain and record in the Public Records of Orange County, Florida, an affidavit of the acting trustee referring to lands to be insured setting forth excerpts of the pertinent sections of the Trust Agreement, as follows: a) the names of the trustee or trustees and excerpts which establish the succession of trustees; b) affirmative statement that the trustee has full power and authority to sell the trust property and excerpts describing such authority; c) affirmation that no contrary powers or restrictions appear in the Trust Agreement; and d) affirmation that the Trust has been in full force and effect during the period of ownership of the lands to be insured. Note: If the terms of the Trust Agreement reveal that it is an active trust and contains a power of sale in the Trustee(s), a deed from all beneficiaries will not be required. Form 5011612 (2-1-11) Page 5 of 12 ALTA Commitment (6-17-06) (with Florida modifications) b. Warranty Deed conveying the land executed by Carol A. Cole and Thomas E. Cole, individually and as Co -Trustees, or successors, as Co -Trustees of the Thomas E. Cole Trust No. 1, dated August 8, 2002, and by all beneficiaries of the Trust, to To Be Determined. In conjunction therewith, obtain and record with the deed in the Public Records, either: 1) The aforementioned Trust Agreement and any amendments thereto (the 'Trust Agreement"), together with an incumbency affidavit from the acting trustee, which describes the land, and: a) Confirms that the Trust Agreement remains in full force and effect; b) that the Trustee still remains vested with all the powers enumerated in the Trust Agreement; and c) that there have not been any amendments or modifications to the Trust Agreement other than the amendment(s) noted herein; 2) As an alternative to recording the Trust Agreement in its entirety, obtain and retain in the agent's file an affidavit from the acting trustee, with a copy of the Trust Agreement attached, and asserting that there have not been any amendments or modifications to the Trust Agreement other than the amendment(s) attached thereto, and obtain and record in the Public Records of Orange County, Florida, an affidavit of the acting trustee referring to lands to be insured setting forth excerpts of the pertinent sections of the Trust Agreement, as follows: a) the names of the trustee or trustees and excerpts which establish the succession of trustees; b) affirmative statement that the trustee has full power and authority to sell the trust property and excerpts describing such authority; c) affirmation that no contrary powers or restrictions appear in the Trust Agreement; and d) affirmation that the Trust has been in full force and effect during the period of ownership of the lands to be insured. Note: If the terms of the Trust Agreement reveal that it is an active trust and contains a power of sale in the Trustee(s), a deed from all beneficiaries will not be required. C. Warranty Deed from Alfred F. Barrett; Beryle S. Buchman; Elise A. Solomon; Robert B. Solomon; J. Miles Buchman; and Kenneth W. Buchman, as a single person or persons, and joined by spouse (or their respective spouses), if married, to To Be Determined, conveying the property described in Schedule "A". In the event that the property being conveyed is not the homestead of the grantor(s), the following statement should be set forth on said deed in lieu of a spouse's signature: The land described herein is not the homestead of the grantor(s), and neither the grantor(s) nor the grantor(s) spouse, nor anyone for whose support the grantor(s) is responsible, resides on or adjacent to said land. d. Mortgage from To Be Determined to To Be Determined, encumbering property described in Schedule "A" in the principal amount of $TBD. 5. Note: The following is for informational purposes only and is given without assurance or guarantee: 2014 taxes show PAID in the gross amount of $162.97 for Tax Identification No. 05- 22-28-0000-00041. Form 5011612 (2-1-11) Page 6 of 12 ALTA Commitment (6-17-06) (with Florida modifications) 6. Note: The following is for informational purposes only and is given without assurance or guarantee: 2014 taxes show PAID in the gross amount of $3,034.15 for Tax Identification No. 05-22-28-0000-00040. 7. Note: The following is for informational purposes only and is given without assurance or guarantee: 2014 taxes show PAID in the gross amount of $6,037.41 for Tax Identification No. 05-22-28-0000-00004. 8. Note: The following is for informational purposes only and is given without assurance or guarantee: 2014 taxes show PAID in the gross amount of $272.35 for Tax Identification No. 05- 22-28-0000-00046. 9. Furnish Company a Survey prepared by a Florida registered land surveyor; dated no more than 90 days prior to closing date of subject transaction; certified to the proposed insured(s), First American Title Insurance Company and all other parties in interest; and, meeting the Florida Minimum Technical Standards for all land surveys. Upon receipt and review of such survey, the Company reserves the right to make such additional requirements and/or to modify the legal description set forth on Schedule A as it may deem necessary. 10. If the amount of insurance to be issued exceeds the authority of the agent under the existing Agency Agreement with the Company, the Company requires that the agent obtain specific underwriting approval from First American. 11. The Company is to be advised as to the identity and nature of the proposed insured under the owner's policy/mortgagor under the mortgage policy, and reserves the right to make such additional requirements as it may deem necessary. 12. Execution at time of closing of the Seller/Owner's Affidavit by owners herein disclosing all facts relative to mechanics', laborers' and materialmens' liens and all facts relevant to parties in possession of the premises to be insured at time of closing. The Company reserves the right to 4W make additional requirements in relation thereto. Form 5011612 (2-1-11) Page 7 of 12 ALTA Commitment (6-17-06) (with Florida modifications) HrstAmej Schedule BII Customer Reference Number: Ocoee Parcels First American File Number: 2037-3448515 Commitment for Title Insurance ISSUED BY First American Title Insurance Company 5011612-2037-3448515 PART H Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company: 1. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date but prior to the date the proposed insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. 2. Any rights, interests, or claims of parties in possession of the land not shown by the public records. 3. Any encroachment, encumbrance, violation, variation or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the land. 4. Any lien, for services, labor, or materials in connection with improvements, repairs or renovations provided before, on, or after Date of Policy, not shown by the public records. 5. Any dispute as to the boundaries caused by a change in the location of any water body within or adjacent to the land prior to Date of Policy, and any adverse claim to all or part of the land that is, at Date of Policy, or was previously under water. 6. Taxes or special assessments not shown as liens in the public records or in the records of the local tax collecting authority, at Date of Policy. 7. Any minerals or mineral rights leased, granted or retained by current or prior owners. 8. Taxes and assessments for the year 2015 and subsequent years, which are not yet due and payable. NOTES FOR STANDARD EXCEPTIONS: Standard Exceptions for parties in possession, for mechanics liens, and for taxes or special assessments not shown as liens in the public records shall be deleted upon receipt of an acceptable Non -Lien and Possession Affidavit establishing who is in possession of the lands, that there are no liens or encumbrances upon the lands other than as set forth in the Commitment, that no improvements to the lands have been made within the past 90 days or are contemplated to be made before closing that will not be paid in full, and that there are no unrecorded taxes or assessments that are not shown as existing liens in the public records. Any Policies issued hereunder may be subject to a Special Exception for matters disclosed by said affidavit. Standard Exception(s) for questions of survey may be deleted upon receipt and review of a properly certified Survey meeting the Florida Minimum Technical Standards for all land surveys dated no more than 90 days prior to closing or such other proof as may be acceptable to the Company. Any Policies issued hereunder may be subject to a Special Exception for matters disclosed by said survey or proof. Form 5011612 (2-1-11) Page 8 of 12 ALTA Commitment (6-17-06) (with Florida modifications) 9. Ordinance No. 92-42 of the City of Ocoee, Florida Annexing into the Corporate Limits of the City of Ocoee, Florida recorded December 28, 1992 in Book 4504, Page 4173. 10. Ordinance No. 92-44 of the City of Ocoee, Florida Annexing into the Corporate Limits of the City of Ocoee, Florida recorded December 28, 1992 in Book 4504, Page 4195. 11. Annexation Agreement recorded December 29, 1992 in Book 4506, Page 352. 12. Annexation Agreement recorded December 29, 1992 in Book 4506, Page 377. 13. Drainage easement in favor of Orange County, Florida, a political subdivision of the State of Florida contained within that certain Stipulated Order of Taking recorded January 16, 2009 in Book 9816, Page 8120. 14. Terms and conditions of any existing unrecorded lease(s), and all rights of lessee(s) and any parties claiming through the lessee(s) under the lease(s). Form 5011612 (2-1-11) Page 9 of 12 ALTA Commitment (6-17-06) (with Florida modifications) Customer Reference Number: Ocoee Parcels First American File Number: 2037-3448515 Note: All of the recording information contained herein refers to the Public Records of Orange County, Florida, unless otherwise indicated. Any reference herein to a Book and Page is a reference to the Official Record Books of said county, unless indicated to the contrary. Notices - Where Sent All notices required to be given the Company and any statement in writing required to be furnished the Company shall include the number of this policy and shall be addressed to the Company, Attention: Claims Department, 1 First American Way, Santa Ana, CA 92707. Service, Quality and Availability First American Title Insurance Company cares about its customers and their ability to obtain information and service on a convenient, timely and accurate basis. A qualified staff of service representatives is dedicated to serving you. A toll-free number is available for your convenience in obtaining information about coverage and to provide assistance in resolving complaints at 1-800-854-3643. Office hours are from 8:30 a.m. through 5:30 p.m. Monday through Friday. Form 5011612 (2-1-11) Page 10 of 12 ALTA Commitment (6-17-06) (with Florida modifications) 10/15/2015 Re: Customer Reference Number: First American File Number: Property Address: , FL Ocoee Parcels 2037-3448515 Swann Hadley Stump, Dietrich & Spears, P.A. 1031 W Morse Blvd Ste 350 Winter Park, FL 32789 Phn - (407)647-2777 Fax - (407)647-2157 YOU MAY BE ENTITLED TO A REDUCED PREMIUM FOR TITLE INSURANCE IF THIS OFFICE IS PROVIDED WITH A PRIOR OWNER'S POLICY INSURING THE SELLER OR MORTGAGOR IN THE CURRENT TRANSACTION. An order has been placed with this company for a title insurance policy. The purpose of this letter is to provide you with important information regarding the title insurance premium that has been or will be charged in connection with this transaction. Eligibility for a discounted title insurance premium will depend on : REFINANCE TRANSACTIONS: To qualify for a reduced premium for title insurance you must provide our office with a copy of your prior owner's policy of title insurance insuring your title to the above -referenced property. SALES TRANSACTIONS: To qualify for a reduced premium for title insurance you must provide our office with a copy of your (or your seller's) prior owner's policy of title insurance insuring your title to the above - 4W property. The effective date of the prior owner's policy must be less than three years old or the property insured by the policy must be unimproved (except roads, bridges, drainage facilities and utilities are not considered improvements for this purpose). To qualify for the reduced rate, you or your representative may hand deliver, mail or fax a copy of the prior owner's policy of title insurance to the above address or fax number prior to closing, although we will accept the prior policy up to 5 working days after the closing date of your transaction. Form 5011612 (2-1-11) Page 11 of 12 ALTA Commitment (6-17-06) (with Florida modifications) '`y ♦YRt�C FimtAmm*-an Title Privacy Information We Are Committed to Safeguarding Customer Information In order to better serve your needs now and in the future, we may ask you to provide us with certain information. We understand that you may be concerned about what we will do with such information - particularly any personal or financial Information. We agree that you have a right to know tow we will utilize the personal Information you provide to us. Therefore, together with our subsidiaries we have adopted this Privacy Policy to govern the use and handling of your personal information. Applicability This Privacy Policy governs our use of the information that you provide to us. It does not govern the manner in which we may use information we have obtained from any other source, such as information obtained from a public record or from another person or entity. First American has also adopted broader guidelines that govern our use of personal information regardless of its source. First American calls these guidelines its Fair Information Values. Types of Information Depending upon which of our services you are utilizing, the types of nonpublic personal information that we may collect include: • Information we receive from you on applications, forms and in other communications to us, whether In writing, in person, by telephone or any other means; • Information about your transactions with us, our affiliated companies, or others; and • Information we receive from a consumer reporting agency. Use of Information We request information from you for our own legitimate business purposes and not for the benefit of any nonaffiliated party. Therefore, we will not release your information to nonaffiliated parties except: (1) as necessary for us to provide the product or service you have requested of us; or (2) as permitted by law. We may, however, store such information indefinitely, Including the period after which any customer relationship has ceased. Such information may be used for any internal purpose, such as quality control efforts or customer analysis. We may also provide all of the types of nonpublic personal information listed above to one or more of our affiliated companies. Such affiliated companies include financial service providers, such as title Insurers, property and casualty insurers, and trust and Investment advisory companies, or companies involved in real estate services, such as appraisal companies, home warranty companies and escrow companies. Furthermore, we may also provide all the information we collect, as described above, to companies that perform marketing services on our behalf, on behalf of our affiliated companies or to other financial Institutions with whom we or our affiliated companies have joint marketing agreements. Former Customers Even if you are no longer our customer, our Privacy Policy will continue to apply to you. Confidentiality and Security We will use our Crest efforts to ensure that no unauthorized parties have access to any of your Information. We restrict access to nonpublic personal information about you to those individuals and entities who need to know that information to provide products or services to you. We will use our best efforts to train and oversee our employees and agents to ensure that your information will be handled responsibly and in accordance with this Privacy Policy and First American's Fair Information Values. We currently maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal informatiorn. Information Obtained Through our Web Site First American Financial Corporation is sensitive to privacy issues on the Internet. We believe it is important you know how we treat the information about you we receive on the Internet. In general, you can visit First American or its affiliates' Web sites on the World Wide Web without telling us who you are or revealing any information about yourself. Our Web servers collect the domain names, not the e-mail addresses, of visitors. This Information is aggregated to measure the number of visits, average time spent on the site, pages viewed and similar information. First American uses this information to measure the use of our site and to develop Ideas to improve the content of our site. There are times, however, when we may need information from you, such as your name and email address. When information Is needed, we will use our best efforts to let you know at the time of collection how we will use the personal Information. Usually, the personal Information we collect Is used only by us to respond to your Inquiry, process an order or allow you to access specific account/profile information. If you choose to share any personal information with us, we will only use it In accordance with the policies outlined above. Business Relationships First American Financial Corporation's site and its affiliates' sites may contain links to other Web sites. While we try to link only to sites that share our high standards and respect for privacy, we are not responsible for the content or the privacy practices employed by other sites. Cookies Some of First American's Web sites may make use of "cookie" technology to measure site activity and to customize information to your personal tastes. A cookie is an element of data that a Web site can send to your browser, which may then store the cookie on your hard drive. EirstAm GQm uses stored cookies. The goal of this technology is to better serve you when visiting our site, save you time when you are here and to productive Web site experience. Provide you with a more meaningful and Fair Information Values Fairness We consider consumer expectations about their privacy in all our businesses. We only offer products and services that assure a favorable balance between consumer benefits and consumer privacy. Public Record We believe that an open public record curates significant value for society, enhances consumer choice and creates consumer opportunity. We actively support an open public record and emphasize its importance and contribution to our economy. Use We believe we should behave responsibly when we use information about a consumer In our business. We will obey the laws governing the collection, use and dissemination of data. Accuracy We will take reasonable steps to help assure the accuracy of the data we collect, use and disseminate. Where possible, we will take reasonable steps to correct Inaccurate Information. When, as with the public record, we cannot correct Inaccurate information, we will take all reasonable steps to assist consumers in Identifying the source of the erroneous data so that the consumer can secure the required corrections. Education We endeavor to educate the users of our products and services, our employees and others in our industry about the importance of consumer privacy. We will instruct our employees on our fair information values and on the responsible collection and use of data. We will encourage others in our Industry to collect and use information in a responsible manner. Security We will maintain appropriate facilities and systems to protect against unauthorized access to and corruption of the data we maintain. Form 50 -PRIVACY (9/1/10) Page 1 of 1 Privacy Information (2001-2010 First American Financial Corporation) UNIVERSAL ENGINEERING SCIENCES PRELIMINARY GEOTECHNICAL EXPLORATION 76 ACRES SITE CORNER OF SR 429 AND CLARCONA-OCOEE OCOEE, ORANGE COUNTY, FLORIDA PROJECT NO. 13318-004-02 REPORT NO. 402758 Prepared For. RMC Property Group 1745 West Fletcher Avenue Tampa, Fl- 33612 Prepared By: Universal Engineering Sciences 3532 Maggie Boulevard Orlando, Florida 32811 {407} 423-0504 May 19, 2005 Consultants in: Geotechnical Engine ft • Environmental Sciences • Construction Materials Testing • Threshold Inspections Offices in: Orlando • Gainesville • Riviera Beach • Rockledge • Daytona Beach • Punta Gorda • St Augustine • Jacksonville • Ocala • Tampa UNIVERSAL ENGINEERING SCIENCES 4W Consultants In. Geotechnical Engineering • Environmental sciences Construction Materiels Testing • Threshold Inspection Private Provider Inspection May 19, 2005 RMC Property Group 1745 West Fletcher Avenue Tampa, Florida 33612 Attention: Mr. Barry Tillman Reference: Preliminary Geotechnical Exploration 76 Acres Site SEC SR 429 & Clarcona-Ocoee Road Ocoee, Orange County, Florida Project No. 13318-004-02 Report No. 402758 Dear Mr. Tillman: OFFICES IN: • Clermont • Daytona Beach • DeBary • Fort Myers • Gainesville • Hollywood • Jacksonville • Ocala • Orlando • Palm Coast • Rockledge • Sarasota • St. Augustine • Tampa • West Palm Beach Universal Engineering Sciences (UES) is pleased to submit our preliminary geotechnical engineering review for this scheme. 1.0 PROJECT DESCRIPTION The subject property is an approximately 76 -acre site consisting of pine groves. The subject property is located on the southeast comer of SR 429 and Clarcona-Ocoee Road and also the southeast comer of West Road and Clarcona-Ocoee Road within Ocoee, Orange County, Florida. The subject property is located within Section 5, Township 22 South, Range 28 East as referenced in the "Winter Garden, Florida" United States Geological Survey (USGS) topographic quadrangle map. Development proposals are not known, but we have been advised that the site is intended to be developed for mixed use retail and residential. 2.0 SCOPE OF SERVICES We have carried out an initial assessment of the site based upon a review of published information and the findings of a total of thirty-five (35) hand auger soil borings taken to a depth of approximately 7 feet. Our exploration makes no allowance for surveying services or an environmental assessment of the property. We have not been provided with proposed development plans for the schemes. 3.0 FIELD INVESTIGATION The subsurface conditions were investigated with a total of thirty-five (35) hand auger soil borings taken to a depth of approximately 7 feet. We performed the auger soil borings by manually advancing a bucket auger into the soils. We evaluated the soil type by visually inspecting the soil cuttings recovered from the auger bucket. The bore hole locations have not been surveyed, however the approximate as -drilled locations are presented in the Appendix B-1: Boring Hole Location Plan. 3532 Maggie Blvd. * Orlando, FI 32811 • (407) 423.0504 * Fax (407) 423-3106 M UES Project No. 1331M0402 UES Report No. 402158 4.0 SURFACE CONDITIONS The site is currently developed as a pine grove. The USGS topographic quadrangle map titled "Winter Garden, Florida" was referenced as a source for obtaining information regarding the physical setting of the subject property and surrounding vicinity. The subject property is located at an elevation of approximately 160 feet above sea level. The topography in the vicinity undulates and, overall, slopes gently to the east, towards Lake Apopka. The general geology of Orange County is characterized by 30 to 50 feet of undifferentiated fine to medium grained sands and clayey sands of Holocene age overlying the Miocene age Hawthorn Group. The Hawthorn is approximately 100 feet thick and is comprised of interbedded layers of clay, clayey sand, sandy clay, and phosphatic carbonates. The underlying Tertiary age carbonates gently dip east under an increasing thickness of younger sediments. According to the Soil Conservation Service, Orange County Soil Survey, sufficial soils at the subject property are classified as Immokaleig fine sands, Seffner fine sands and Tavares fine sands, 0 to 5 percent slopes. Immokalee fine sands are nearly level and poorly drained. In most years, a seasonal high water table is within 10 inches of the surface for one month to three months, and it recedes to a depth of 10 to 40 inches for more than six months. The permeability is rapid in the surface and subsurface layers and in the substratum, and it is moderate in the subsoil. Seffner fine sands are nearly level and somewhat poorly drained. In most years, a seasonal high water table is within 18 to 40 inches of the surface for 2 to 4 months and between depths of 10 to 20 inches for periods of up to 2 weeks during wet periods. It recedes to a depth of less than 60 inches during extended dry periods. The permeability is rapid throughout. Tavares fine sand. This soil is nearly level to gently sloping and moderately well drained. In most years, a seasonal high water table is at a depth of 40 to 80 inches for more than 6 months, and it recedes to a depth of more than 80 inches during extended dry periods. The permeability is very rapid throughout. The available water capacity is very low. 5.0 SUBSURFACE CONDITIONS The classifications and descriptions of the soils encountered are shown on the auger boring logs attached. The soil descriptions are based upon visual characterizations of the recovered soil samples. The borings generally encountered light brown to dark brown, light grey to dark grey fine sands with, slit and traces of silt. A few locations encountered very small layers of cemented sand (hardpan) approximately 3.5 to 5 feet below the existing grade. At the time of our preliminary investigation, the groundwater table was encountered at depths ranging from 3.75 to greater than 7 feet below existing grades at the test boring locations. Stabilized groundwater levels have not been determined. ETES Project No. 13318-004-02 UES Report No. 402758 6.0 RECOMMENDATIONS The following recommendations are made based upon a review of the soil data, our understanding of the proposed construction, and experience with similar projects and subsurface conditions. The recommendations made are of a preliminary nature and cannot be used for design. A comprehensive geotechnical investigation is recommended and the preliminary recommendations will be revised and amended as necessary on completion of the comprehensive exploration. We have not been provided with site development plans or structural loads for the likely development. Against this background, we present our preliminary assessment of site development constraints relating to foundation design, groundwater control, and construction related services. Based on the subsurface conditions encountered at the site, we anticipate that relatively lightly loaded structures may be founded on conventional, shallow spread footings, post - tensioned slabs, or on reinforced monolithic slabs with conventional site preparation. The actual design of the foundation will most likely be governed by, building structure type, wall and column loads, and the allowable settlement for the structures. We estimate that the actual foundation design pressures will be in the range of 2,000 to 3,000 pounds per square foot. (W Since the proposed development will include the addition of impervious areas from the buildings and pavements, the increase in stormwater run-off rate and volumes will likely be attenuated a through stormwater management pond on-site. Based on the subsurface conditions and groundwater levels encountered, and depending upon final site layout, we believe that a wet retention pond system should be considered. We recommend that at this preliminary stage, a seasonal high water table at a depth of within 3 feet of current grade be assumed. Detailed design of the retention pond system should take into account variations in elevation between boring locations, proximity to the adjacent wetlands, etc. With improvement, the surficial soils appear suitable to support typical light duty pavement sections. We recommend using a flexible pavement section for the design of light and moderate duty parking lots and driveways. Flexible pavements combine the strength and durability of several layer components to produce an appropriate and cost effective combination of available materials. For preliminary pavement designs, we recommend using a three -layer pavement section consisting of stabilized subgrade, base course, and surface course. A stabilized subgrade may be required due to the relatively clean nature of the surficial sands, since these sands may not provide the necessary stability during the compaction operations. The three -layer pavement may be placed on existing, prepared subgrade or compacted embankment fill. One of the most critical influences on the pavement performance in Central Florida is the relationship between the pavement subgrade and the seasonal high groundwater level. Many roadways and parking areas have been destroyed as a result of deterioration of the base and the base/surface course bond. Regardless of the type of base selected and based on our past experience with groundwater problems in this area, we recommend that the seasonal high groundwater and the bottom of the base course be separated by at least 12 Inches. LIES Project No. 13318-004-02 LIES Report No. 402758 In summary, although we have identified the preceding potential constraints due to subsurface conditions, we believe these issues can be managed through proper planning and design and should not significantly affect the feasibility of developing this site. A comprehensive geotechnical exploration should be carded out once development proposals are known. Should you have any questions concerning this information, please do not hesitate to contact us. Respectfully submitted, Universal Engineering Sciences, Inc. Certificate of Authorization No. 549 P= Thomas E. Whitney, P Assistant Branch Mani -I. ck, P . k: I 0062 Senior Vice President Signature date: STATE OF FLORIDA Registered Professional Engineer No. 327711 M;d a __o I .1 IIEW D i At t r�r Y J'�"Nn�' f b ( i ,,rr t �) S) i.iy//,. :•Da.--,k"?uu��r'i t�" "1 �'i roj��'`o �, tiv. v: ew -}',� t /a3 F•"�y.., ` ` _._ ..� � � � tw.r' t fi• �° IY 1 i j �CIR ' 1 �r �I�� yew >;`lt �rv.?rt �Ilr r c �� .��r111�1� �� � D' � 4�1i}'�_�..,•"X' C•���a1 a� �4ryt +1 an�s ' 22, 1 ff ,� of r ;7� p >rr I ' �.i' {� z � �., `�i-�•,. s�_� ��f��S c '}� I N c P9,�/ f F h t t ! r rr. :wT T i A, 4Y 4 ? S ,.. Iy 'E YI A t. .i i"'<a r'•'I.s.��`�rF 1"'r"'' -. X�r /Y i & } �� • .�e4 +. +.�� dam§ '£� � ) ;APP /'/ r ',.�'J s � 1-. �'A 1M�f,,:� � _ t t • , fi�,Y �44'R-t w r,z �rL �l'"J•'+�"'.. ...,P Y y, Y} "�.� f i � tr Pf�aVd 9a h•.t hd a# -F Cs ti. 0- °��tT Y.X"� �` va 4/�� ei B �I 't- a :.. 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"�' ,`'"•I ,\ 14 11A ... .. �: t� ;. i i9y, 4t � kTl qe/�.q 116&�)�C. �aP"�i: t • �� il('�. �}, • -..v ; ''� `,� • y1 N9.nf �r�£+�-t'. F -. ��4L �!—I,`��r, N � I .! � i 72fir Park 0 2000 BASE MAP. "WINTER GARDEN, FLA.", U.S.G.S. QUADRANGLE MAP SCALE, FEET r _ PRELIMINARY GEOTECHNICAL EXPLORATION 76 ACRES CLARCONA OCOEE ROAD SITE OCOEE, ORANGE COUNTY, FLORIDA UNIVERSAL U.S.G.S. TOPOGRAPHIC MAP ENGINEERING SCIENCES DRAWN BY: R.K.S. DATE: 5 3 05 CHECKED BY: DATE: S IiQ 05 SCALE: AS SHOWN PROJECT NO: 01-0013318-004-02 1 REPORT NO: PAGE N0: A—i om q i j�r�! I r+tl ��r� h it II � 1 ' � J f �.�.� ff, QYr�} 3 ..{C I•�'?..pi� "1 . � f ' i' \\\ �, i 1 }. ` .. yr � !• u r•��.•' ✓r ,. f ' I 1'i � � t f7". -h °�. • l it � 111' •,. + ��'• �.:•t•�`'°n r r r'^�' -;,�"t J -'i j i ~� % f l' � k�l 1 �'< 1 ' G r 1 .f } �. 27 yF �iw+_a� ®18 IT - 28 19010 .' :.✓ ° j'tif:'1 u Iii Il{ 02 0 20 ®29 ,Jr6r j1E 1 6 'e 11 012021 m304_�isl I 03 , d.r 0�q 013 022 031.. c ri "I CATION OR., r BORf2OVV OR SIN 1 (n I_ JL — l �) �, 1h117H Si'L'EP rjt I'ti • 5 014 SIDES >3 WA7ERI� 0231 ®32 r, FULL OF-bEpfAIS,&G��1 FALLEN 7R�ES � � ( t �' . .._.;_ ... ...-. �=.: ...... �j•, �c1 �,IE �1��� Wiz. !•d Y PP �. •) I° ®� r 'I 1.1. .. r � I I I I! 0 1.r o 2 0 33.. ,I rJ is 1F I E+ 1 I [ e fIIIIfs > IIF ' _� �.. d s,_ 07 025 034 J; _ 161 1u .1 _� E jEf' _ r l .f ( f I,�, I � r��l {,y1 t I - � t �y 1 I�f ��� 4.a.. L� f• '�1. I _I ,..' i -'•_•11 0[l: --- 011 026sJ5 .�'I �J I±. L• ,I� +`f' r-I''�� { illy ;��i sir.: I: • 1. „ _ 11911 5r 1 !i b 111,,:=11 C: i I 1 I - 7 it �� I f 1111 r „ , ....� 4 ' r • l UES Project No. 13318-004-02 UES Report No. 402758 AUGER BORING LOGS AB -1 Depth (ft) Soil Profile 0-1.5 Grey brown fine sand 1.5-3.5 Very light brown (to grey mottled) fine sand 3.5-7 Dark brown silty fine sand Encountered Groundwater Table Depth 6.7 feet Estimated Seasonal High GWT Depth 2.0 feet 0-1.0 1.0-1.5 1.5-3.75 3.75-7.0 Encountered Groundwater Table Depth Estimated Seasonal High GWT Depth AB -3 Depth (ft). 0-1.0 1.0-3.5 3.5-4.25 4.25-6.0 6.0-7.0 Encountered Groundwater Table Depth Estimated Seasonal High GWT Depth I Soil Profile Brown grey fine sand With trace silt Very light brown grey fine sand Very light brown (to grey mottled) fine sand Dark brown silty fine sand 6.0 feet 2.5 feet Soll.Profile Brown grey fine sand with trace of silt Very light brown grey (mottled) fine sand Very dark brown silty fine sand Brown to dark brown (mottled) sand with silt Dark brown silty sand 5.8 feet 2.5 feet UES Project No. 13318-004-02 UES Report No. 402758 AB -4 Depth (ft) Soil Profile 0-0.5 Grey brown fine sand 0.5-1.5 Light grey brown fine sand 1.5-2.75 Brown to light brown fine sand with trace of silt 2.75-4.0 Light brown to brown (mottled) fine sand 4.0 _'6.5 Dark brown Silty fine sand Encountered Groundwater Table Depth 3.75 feet Estimated Seasonal High GWT Depth 1.0 feet AB -5 Depth (ft) Soil Profile 0-1.25 Brown grey fine sand with trace of silt 1.25-1.5 Light brown to grey (mottled) fine sand 1.5-2.5 Dark brown to grey silty fine sand 2.5-3.0 Brown to light brown (mottled) fine sand 3.0-4.25 Light brown to brown (mottled) fine sand 4.25-6.0 Dark brown silty fine sand Encountered Groundwater Table Depth 5.3 feet Estimated Seasonal High GWT Depth 1.5 feet AB -6 Depth (ft)PI_ Sol, rofile 0-1.0 Brown grey fine sand with trace of silt 1.0-1.75 Light brown to grey fine sand 1.75-3.25 Light brown to brown fine sand with trace of silt 3.25-5.0 Very light brown to brown (mottled) fine sand 5.0-6.5 Dark brown silty sand Encountered Groundwater Table Depth 6.1 feet Estimated Seasonal High GWT Depth 3.5 feet LIES Project No. 13318-004-02 UES Report No. 402758 A13-7 Depth (ft) Soil Profile 0-1.0 Brown grey fine sand with trace of silt 1.0-3.25 Light brown to brown fine sand 3.25-4.0 Very light brown fine sand 4.0-5.75 Light to very light brown (mottled) fine sand 5.75-6.5 Brown (mottled) fine sand 6.5-7.0 Dark brown silty sand Encountered Groundwater Table Depth Not encountered (estimated to be 7.5 to 8.5 feet) Estimated Seasonal High GWT Depth 4.0 feet AB -8 Depth (ft) Soil Profile 0-1.0 Brown grey fine sand with trace of silt 1.0-3.25 Light brown to brown fine sand 3.25-4.0 Very light brown fine sand 4.0-6.0 Light brown (mottled) One sand 6.0-7.0 Dark brown silty fine sand Encountered Groundwater Table Depth 5.9 feet Estimated Seasonal High GWT Depth 3.5 feet AB -9 Depth (ft) So' il-P'roflle''- 0-3.0 Brown fine sand 3.0-5.0 Light brown fine sand 5.0-7.0 Brown fine sand Encountered Groundwater Table Depth 5.8 feet t3.0 Estimated Seasonal High GWT Depth feet 29 UES Project No. 13318-004-02 UES Report No. 402758 AS -10 Depth (ft) 0-3.0 3.0-4.5 4.5-6.0 6.0-7.0 Encountered Groundwater Table Depth Estimated Seasonal High GWF' Depth AB -11 Depth (ft) 0-3.5 3.5-4.5 4.5-6.0 6.0-7.0 Encountered Groundwater Table Depth Estimated Seasonal High GWT Depth AS -12 Depth (ft) 0-3.0 3.0-4.0 4.0-6.0 6.0-7.0 Encountered Groundwater Table Depth Estimatedt Seasonal High GWi" Depth Soil Profile Light brown fine sand Brown fine sand Light brown fine sand Brown fine sand 5.9 feet 3.0 feet Soil profile Light grey to grey fine sand Dark brown fine sand Light brown fine sand Brown fine sand 5.6 feet 2.5 feet Soil Profile Light grey to grey fine sand Dark brown fine sand Light brown fine sand Brown tine sand 5.8 feet 3.3 feet ,Depthz(��: _Soil Profile 0-0.5 Grey fine sand 0.5-3.0 Brown fine sand 3.0-6.0 Light brown fine sand 6.0-7.0 Brown fine sand Encountered Groundwater Table Depth 5.8 feet Estimated Seasonal High GWi' Depth 3.3 feet UES Project No. 13318-004-02 UES Report No. 402758 AS -14 Depth (ft) Soil Profile 0-1.0 Light grey to grey fine sand 1.0-3.0 Brown fine sand 3.0-7.0 Light brown fine sand Encountered Groundwater Table Depth 5.7 feet Estimated Seasonal High GWT Depth 3.0 feet AS -15 Depth (ft) Sol[ Profile 0-4.0 Light brown fine sand 4.0-6.0 Light brown to brown fine sand 6.0-7.0 Brown fine sand Encountered Groundwater Table Depth 5.8 feet Estimated Seasonal High GWT Depth 3.3 feet AB -16 (W Depth (ft) 0-4.0 Light brown fine sand 4.0-7.0 Brown fine sand Encountered Groundwater Table Depth 5.5 feet Estimated Seasonal High GIJVT Depth 3.0 feet AS -17 Depth {ft) 0-6.0 Light brown fine sand 6.0-7.0 Brown fine sand Encountered Groundwater Table Depth 5.9 feet Estimated Seasonal High GWT Depth 3.0 feet Soil Profile 29 A UES Project No. 13318-004-02 UES Report No. 402758 ABA 8 Depth (ft) 1.5-3.75 3.75-4.5 4.5-6.75 Encountered Groundwater Table Depth Estimated Seasonal High GWT Depth AB -19 Depth (ft) 0-1.5 1.5-3.5 3.5-4.5 4.5-6.8 Encountered Groundwater Table Depth Estimated Seasonal High GWT Depth AS -20 Depth (ft) 0-0.5 0.5-6.0 6.0-7.0 Encountered Groundwater Table Depth -Estimated Seasonal High GWT Depth Soil Profile Brown grey fine sand Light brown to brown fine sand Light brown to brown (mottled) fine. sand Brown silty sand Not encountered 4.0 feet Soil Profile Grey brown fine sand Brown fine sand Dark brown sand with hardpan Dark brown fine sand with trace of silt 5.7 feet 3.0 feet Poll Profile Grey fine sand Brown fine sand Dark brown fine sand with trace of silt 6.6 feet 3.5 feet 19 A UES Project No. 13318-004-02 UES Report No. 402758 AS -21 Depth (ft) 0-0.5 0.5-1.5 1.5-5.5 5.5-6.5 Encountered Groundwater Table Depth Estimated Seasonal High GWT Depth AS -22 Depth (ft) 0-2.5 2.5-5.0 5.0-6.0 Encountered Groundwater Table Depth Estimated Seasonal High GWT Depth Soil Profile Grey fine sand Orange to brown fine sand Brown fine sand, Dark brown fine sand With trace of silt 5.9 feet 3.5 feet Soil Profile Grey brown fine sand Brown fine sand Dark brown fine sand With trace of silt 4.8 feet 2.3 feet AB -23 Depth (ft) Soil Profile 0-2.5 Grey brown fine sand 2.5-5.0 Brown fine sand 5.0-6.0 Dark brown fine sand with trace of silt Encountered Groundwater Table Depth 5.2 feet Estimated Seasonal High GWT Depth 2.5 feet AB -24 Depth '(ft)' 'S il,Pfofille,: 0 0-1.5 Grey brown fine sand 1.5-5.5 Very fine brown sand 5.5-7.0 Dark brown fine sand with trace of silt Encountered Groundwater Table Depth 6.0 feet Estimated Seasonal High GWT Depth 3.0 feet LIES Project No. 13318-004-02 UES Report No. 402758 AB -26 Depth (ft) 0-110 1.0-3.5 3.5-6.0 Encountered Groundwater Table Depth Estimated Seasonal High GWT Depth AB -26 Depth (ft) 0-1.0 1.0-5.5 5.5-6.8 Encountered Groundwater Table Depth Estimated Seasonal High GWT Depth AS -27 Depth (ft) 0-1.0 1.0-3.5 3.5-5.0 5.0-7.0 Encountered Groundwater Table Depth Estimated Seasonal High GWT Depth Soil Profile Grey brown fine sand Browne fine sand Dark brown fine sand with trace of silt 4.9 feet 2.5 feet Soil Profile Grey brown fine sand Brown fine sand Dark brown fine sand with trace of silt 5.4 feet 3.0 feet -S611 Profilli Grey brown to brown fine sand with trace of silt Light brown to brown fine sand with trace of silt Brown fine sand with sift and hardpan Dark brown fine sand with silt 5.8 feet 3.3 feet AB -28 Depth (ft)Sail Profile 0-1.75 Grey brown to brown fine sand With trace of silt 1.75-4.0 Light brown to brown fine sand with trace of silt 4.0-7.0 Dark brown to brown fine sand With silt Encountered Groundwater Table Depth 5.2 feet Estimated Seasonal High GWT Depth 3.0 feet M UES Project No. 13318.004-02 UES Report No. 402758 AS -29 Depth (ft) Soil Profile 0-2.0 Grey brown to brown fine sand with trace of silt 2.0-3.5 Light brown to brown fine sand with trace of silt 3.5-4.5 Brown fine sand with silt, wood, and roots 4.5 — end Could not penetrate — boring terninated Encountered Groundwater Table Depth 4.5 feet Estimated Seasonal High GWT Depth 2.0 feet AB -30 Depth (ft) Soil Profile 0-1.75 Grey brown to brown fine sand with trace of silt 1.75-3.5 Light brown to gray fine sand with trace of silt 3.5-5.0 E Light brown to brown fine sand with trace of silt and hardpan 5.0-7.0 Dark brown fine sand with silt Encountered Groundwater Table Ddpth 5.9 feet Estimated Seasonal High GWT Depth 3.5 feet AB -31 Depth (ft) Soil. Profile 0-1.5 Grey brown to brown fine sand with trace of silt 1.5-3.5 Light brown to brown fine sand with trace of silt 3.5-7.0 Dark brown fine sand with silt Encountered Groundwater Table Depth 5.8 feet Estimated Seasonal High GWT Depth 3.3 feet AB -32 ;Depth (ft) 0-1.0 Grey brown to brown fine sand with trace of silt 1.0-3.5 Light brown to brown fine sand with trace of silt - 3.5-5.5 Brown to orange brown fine sand with trace of silt and hardpan 6.5-7.0 Dark brown fine sand with silt Encountered Groundwater Table Depth 5.8 feet Estimated Seasonal High GWT Depth 3.3 feet UES Project No. 13318-004-02 LIES Report No. 402758 AS -33 Depth (ft) 0-1.25 1.25-6.0 6.0-7.0 Encountered Groundwater Table Depth Estimated Seasonal High GWT Depth AS -34 Depth (ft) 0-1.0 1.0-5.5 5.5-7.0 Encountered Groundwater Table Depth Estimated Seasonal High GWT Depth .AB -35 Depth (ft) 0-1.0 1.0-3.75 3.75-5.5 5-5- — 7.0 Encountered Groundwater Table Depth Estimated Seasonal High GWT Depth I Soil Profile Grey brown to brown fine send With trace of silt Light brown to brown fine sand with trace of silt Dark brown fine sand with silt 5.9 feet 3.4 feet Soil Profile Grey brown to brown fine sand with trace of silt Light brown to brown fine sand with trace of silt Dark brown fine sand with silt 5.7 feet 3.2 feet Soil Profile Dark brown to grey fine sand with trace of silt Light brown fine sand With trace of silt Brown to orange fine sand with silt Dark brown fine sand with silt 5.7 feet 3.2 feet UNIVERSAL. U1ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services - Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Administration June 20, 2018 Ocoee Development IV, LLC 246 North Westmonte Drive Altamonte Springs, Florida 32714 Attn: Mr. Richard C. Wohlfarth, P.E. Reference: Reliance Letter -Preliminary Geotechnical Exploration 76 Acre Site SEC of SR 429 & Clarcona-Ocoee Road Ocoee, Orange County, Florida Project No. 0130.1800271.0000 UES Correspondence No. 1579955 Dear Mr. Wohlfarth: LOCATIONS: • Atlanta • Daytona Beach • Fort Myers • Fort Pierce • Gainesville ■ Jacksonville • Miami • Ocala • Orlando (Headquarters) • Palm Coast • Panama City Pensacola • Rockledge • Sarasota • St. Petersburg • Tampa • Tifton • West Palm Beach At your request and authorization, we are providing this letter of authorization so that the following, Ocoee Development IV, LLC may rely upon our report submitted for the subject property referenced above. The specific report is identified as follows: • Preliminary Geotechnical Exploration - UES Project No. 13318-004-02, UES Report No. 402758 dated May 19, 2005 Specific design recommendations were formulated based upon site development plans, proposed geometry and 4W layout configurations, and site grading conditions at the time of our evaluations. If any of these items have changed since the time of our evaluations, our recommendations may not be valid and Ocoee Development IV, LLC should not rely on our conclusions or recommendations presented within this report without having UES review the changes and evaluating the possible affect on the previously provided recommendations. This authorization is granted with the explicit understanding that the limitations expressed in the report continue to apply and that you accept the Universal Engineering Sciences' General Contract Conditions (enclosed) as a condition of your reliance on our report. Please indicate your acceptance in the signature space provided below and return an original of this letter within ten (10) business days if you wish to rely upon our report. Respectfully submitted, Universal Engineering Sciences, Inc. 1,1. A*Ak-- Zachary W. Adams, P.E. Geotechnical Project Manager Attachment: General Conditions Acceptance: Signature 4W Title 3532 Maggie Boulevard, Orlando, FL 32811 •407-423-0504 •407-423-3106 www.UniversalEngineering.com Universal Engineering Sciences, inc. GENERAL CONDITIONS SECTION 1: RESPONSIBILtT1ES 1.1 Universal Engineering Sciences, Inc., CUES', has the responsibility for providing the services described under the Scope of Services section. The work is to be performed according to accepted standards of care and is to be completed in a timely manner. The term "UES" as used herein includes all of Universal Engineering Sciences, Inc's agents, employees, professional staff, and subcontractors. 1.2 The Client or a duly authorized representative is responsible for providing UES with a clear understanding of the project nature and scope. The Client shall supply LIES with sufficient and adequate Information, including, but not limited to, maps, site plans, reports, surveys and designs, to allow UES to properly complete the specified services. The Client shall also communicate changes in the nature and scope of the project as soon as possible during performance of the work so that the changes can be incorporated into the work product. 1.3 The Client acknowledges that UES's responsibilities in providing the services described under the Scope of Services section is limited to those services described therein, and the Client hereby assumes any collateral or affiliated duties necessitated by or for those services. Such duties may include, but are not limited to, reporting requirements imposed by any third party such as federal, state, or local entities, the provision of any required notices to any third party, or the securing of necessary permits or permissions from any third parties required for UES's provision of the services so described, unless otherwise agreed upon by both parties. 1.4 Universal will not be responsible for scheduling our services and will not be responsible for tests or inspections that are not performed due to a failure to schedule our services on the project or any resulting damages. 1.5 PURSUANT TO FLORIDA STATUTES §668.0035, ANY INDIVIDUAL EMPLOYEE OR AGENT OF UES MAY NOT BE HELD INDIVIDUALLY LIABLE FOR NEGLIGENCE. SECTION 2: STANDARD OF CARE 2.1 Services performed by UES under this Agreement will be conducted in a manner consistent with the level of care and skill ordinarily exercised by members of UES's profession practicing contemporaneously under similar conditions in the locality of the project. No other warranty, express or implied, is made. 2.2 The Client recognizes that subsurface conditions may vary from those observed at locations where borings, surveys, or other explorations are made, and that site conditions may change with time. Data, interpretations, and recommendations by UES will be based solely on information available to LIES at the time of service. UES is responsible for those data, interpretations, and recommendations, but will not be responsible for other parties' interpretations or use of the information developed. 2.3 Execution of this document by UES is not a representation that LIES has visited the site, become generally familiar with local conditions under which the services are to be performed, or correlated personal observations with the requirements of the Scope of Services. it is the Clients responsibility to provide UES with all information necessary for UES to provide the services described under the Scope of Services, and the Client assumes all liability for information not provided to UES that may affect the quality or sufficiency of the services so described. 2.4 Should UES be retained to provide threshold inspection services under Florida Statutes §553.79, Client acknowledges that UES's services thereunder do not constitute a guarantee that the construction in question has been properly designed or constructed, and UES's services do not replace any of the obligations or liabilities associated with any architect, contractor, or structural engineer. Therefore it is explicitly agreed that the Client will not hold UES responsible for the proper performance of service by any architect, contractor, structural engineer or any other entity associated with the project. �SECTION 3: SITE ACCESS AND SITE CONDITIONS 3.1 _61—ient will grant or obtain free access to the site for all equipment and personnel necessary for UES to perform the work set forth in this Agreement. The Client Will notify any and all possessors of the project site that Client has granted UES free access to the site. UES will take reasonable precautions to minimize damage to the site, but it is understood by Client that, in the normal course of work, some damage may occur, and the correction of such damage is not part of this Agreement unless so specified in the Proposal. 12 The Client is responsible for the accuracy of locations for all subterranean structures and utilities. UES will take reasonable precautions to avoid known subterranean structures, and the Client waives any claim against UES, and agrees to defend, indemnify, and hold UES harmless from any claim or liability for injury or loss, including costs of defense, arising from damage done to subterranean structures and utilities not identified or accurately located. In addition, Client agrees to compensate UES for any time spent or expenses incurred by UES in defense of any such claim with compensation to be based upon UES's prevailing fee schedule and expense reimbursement policy. SECTION 4: SAMPLE OWNERSHIP AND DISPOSAL 4.1 Soil or water samples obtained from the project during performance of the work shall remain the property of the Client. 4.2 UES will dispose of or return to Client all remaining soils and rock samples 60 days after submission of report covering those samples. Further storage or transfer of samples can be made at Client's expense upon Clients prior written request. 4,3 Samples which are contaminated by petroleum products or other chemical waste will be returned to Client for treatment or disposal, consistent with all appropriate federal, state, or local regulations. SECTIONS: BILLING AND PAYMENT 5.1 UES will submit invoices to Client monthly or upon completion of services. Invoices will show charges for different personnel and expense classifications. 5.2 Payment is due 30 days after presentation of invoice and is past due 31 days from invoice date. Client agrees to pay a finance charge of one and one-half percent (1 Y2 %) per month, or the maximum rate allowed by law, on past due accounts. 5.3 If UES incurs any expenses to collect overdue billings on invoices, the sums paid by LIES for reasonable aftomeys'fees, court costs, UES's time, UES's expenses, and interest will be due and owing by the Client. SECTION 6. OWNERSHIP AND USE OF DOCUMENTS 6.1 All reports, boring logs, field data, field notes, laboratory test data, calculations, estimates, and other documents prepared by UES, as instruments of service, shall remain the property of LIES. 6.2 Client agrees that all reports and other work furnished to the Client or his agents, which are not paid for, will be returned upon demand and will not be used by the Client for any purpose. 6.3 UES will retain all pertinent records relating to the services performed for a period of five years following submission of the report, during which period the records will be made available to the Client at all reasonable times. 6.4 All reports, boring logs, field data, field notes, laboratory test data, calculations, estimates, and other documents prepared by UES, are prepared for the sole and exclusive use of Client, and may not be given to any other party or used or relied upon by any such party without the express written consent of UES. SECTIOr`UI 7: DISCOVERY OF UNANTICIPATEd HAZARDOUS MATERIALS 7.1 Clien#warrants that a reasonable effort has been made to inform UES of known or suspected hazardous materials on or near the project site. 7.2 Under this agreement, the term hazardous materials Include hazardous materials (40 CFR 172.01), hazardous wastes (40 CFR 261.2), hazardous substances (40 CFR 300.6), petroleum products, polychlorinated biphenyls, and asbestos. 7.3 Hazardous materials may exist at a site where there is no reason to believe they could or should be present. UES and Client agree that the discovery of unanticipated hazardous materials constitutes a changed condition mandating a renegotiation of the scope of work. UES and Client also agree that the discovery of unanticipated hazardous materials may make it necessary for UES to take immediate measures to protect health and safety. Client agrees to compensate UES for any equipment decontamination or other costs incident to the discovery of unanticipated hazardous waste. 7.4 UES agrees to notify Client when unanticipated hazardous materials or suspected hazardous materials are encountered. Client agrees to make any disclosures required by law to the appropriate governing agencies. Client also agrees to hold UES harmless for any and all consequences of disclosures made by UES which are required by governing law. In the event the project site is not owned by Client, Client recognizes that it is the Client's responsibility to inform the property owner of the discovery of unanticipated hazardous materials or suspected hazardous materials. 7.5 Notwithstanding any other provision of the Agreement, Client waives any claim against UES, and to the maximum extent permitted by law, agrees to defend, indemnify, and save UES harmless from any claim, liability, and/or defense costs for injury or loss arising from UES's discovery of unanticipated hazardous materials or suspected hazardous materials including any costs created by delay of the project and any cost associated with possible reduction of the property's value. Client will be responsible for ultimate disposal of any samples secured by UES which are found to be contaminated. SECTION & RISK ALLOCATION 8.1 Client agrees that UES's liability for any damage on account of any breach of contract, error, omission or other professional negligence will be limited to a sum not to exceed $50,000 or UES's fee, whichever is greater. If Client prefers to have higher limits on contractual or professional liability, UES agrees to increase the limits up to a maximum of $1,000,000.00 upon Client's written request at the time of accepting our proposal provided that Client agrees to pay an additional consideration of four percent of the total fee, or $400.00, whichever is greater. The additional charge for the higher liability limits is because of the greater risk assumed and is not strictly a charge for additional professional liability insurance. SECTION 9: INSURANCE 9.1 UES represents and warrants that it and its agents, staff and consultants employed by it, is and are protected by worker's compensation insurance and that UES has such coverage under public liability and property damage insurance policies which UES deems to be adequate. Certificates for all such policies of insurance shall be provided to Client upon request in writing. Within the limits and conditions of such insurance, UES agrees to indemnify and save Client harmless from and against loss, damage, or liability arising from negligent acts by UES, its agents, staff, and consultants employed by it. UES shall not be responsible for any loss, damage or liability beyond the amounts, limits, and conditions of such insurance or the limits described in Section 8, whichever is less. The Client agrees to defend, indemnify and save UES harmless for loss, damage or liability arising from acts by Client, Client's agent, staff, and other UESs employed by Client. SECTION 10: DISPUTE RESOLUTION 10.1 All claims, disputes, and other matters in controversy between UES and Client arising out of or in any way related to this Agreement will be submitted to alternative dispute resolution (ADR) such as mediation or arbitration, before and as a condition precedent to other remedies provided by law, including the commencement of litigation. 10.2 If a dispute arises related to the services provided under this Agreement and that dispute requires litigation instead of ADR as provided above, then: (a) the claim will be brought and tried in judicial jurisdiction of the court of the county where UES's principal place of business is located and Client waives the right to remove the action to any other county or judicial jurisdiction, and (b) The prevailing party will be entitled to recovery of all reasonable costs incurred, including staff time, court costs, attorneys' fees, and other claim related expenses. SECTION 11: TERMINATION 11.1 This agreement may be terminated by either party upon seven (7) days written notice in the event of substantial failure by the other party to perform in accordance with the terms hereof. Such termination shall not be effective if that substantial failure has been remedied before expiration of the period specified in the written notice. In the event of termination. UES shall be paid for services performed to the termination notice date plus reasonable termination expenses. 11.2 In the event of termination, or suspension for more than three (3) months, prior to completion of all reports contemplated by the Agreement, UES may complete such analyses and records as are necessary to complete its files and may also complete a report on the services performed to the date of notice of termination or suspension. The expense of termination or suspension shall include all direct costs of UES in completing such analyses, records -and reports. SECTION 12: ASSIGNS 12.1 Neither the Client nor UES may delegate, assign, sublet or transfer their duties or interest in this Agreement without the written consent of the other party. SECTION 13 GOVERNING LAW ANd SURVIVAL 13.1 The laws of the State of Florida will govern the validity of these Terms, their interpretation and performance. 13.2 If any of the provisions contained in this Agreement are held illegal, invalid, or unenforceable, the enforceability of the remaining provisions will not be impaired. Limitations of liability and indemnities will survive termination of this Agreement for any cause. SECTION 14. INTEGRATION CLAUSE 14.1 This Agreement represents and contains the entire and only agreement and understanding among the parties with respect to the subject matter of this Agreement, and supersedes any and all prior and contemporaneous oral and written agreements, understandings, representations, inducements, promises, warranties, and conditions among the parties. No agreement, understanding, representation, inducement, promise, warranty, or condition of any kind with respect to the subject matter of this Agreement shall be relied upon by the parties unless expressly incorporated herein. 14.2 This Agreement may not be amended or modified except by an agreement in writing signed by the party against whom the enforcement of any modification or amendment is sought. Rev. 06/10/2015 Bio -Foch !Consulting Inc. Environmental and Permitting Services June 19, 2018 Richard Wohlfarth W.C. Group, LLC 246 North Westmonte Drive Altamnte Springs, FL 32714 inffo@bio-techconsulting.com www.bio-techconsulting.com Proj: Ocoee Village Center Site — Orange County, Florida Sections 5 & 8, Township 22 South, Range 28 East BTC File #654-18 Re: Environmental Assessment Dear Mr. Wohlfarth: During June 2018, Bio -Tech Consulting, Inc. (BTC) conducted an environmental assessment of the three (3) separate parcels that comprise the approximately 73.4 -acre Ocoee Village Center Site. This site is located north and south of Clarcona-Ocoee Road, just southeast of State Road 429 within Sections 5 & 8, Township 22 South, Range 28 East, in Orange County, Florida (Figures 1, 2 & 3). The environmental assessment included the following: • review of soil types mapped within the site boundaries, • evaluation of land use types/vegetative communities present; and, • field review for protected plant and animal species. SOILS According to the Soil Survey of Orange County, Florida, prepared by the U.S. Department of Agriculture (USDA), Natural Resource Conservation Service (NRCS), four (4) soil types occur within the property boundaries (Figure 4). These soil types include the following: Orlando Vero Beach Jacksonville Tampa Key West Richard Wohlfarth, W.C. Group, LLC Ocoee Village Center Site (BTC File #654-18) Page 2 of 8 • Archbold fine sand, 0 to 5 percent slopes (#2) * Immokalee fine sand (#20) • Seffner fine sand (#43) • Tavares fine sand, 0 to 5 percent slopes (#46) The following presents a brief description of each of the soil mapped for the subject property: Archbold fine sand, 0 to 5 percent slopes (#2) is a nearly level to gently sloping, moderately well drained soil found on low ridges and knolls on the flatwoods. The surface layer of this soil type generally consists of dark gray fine sand about 2 inches thick. In most years, the seasonal high water table for this soil type is at a depth of 42 to 60 inches for about 6 months and recedes to a depth of 60 to 80 inches for the rest of the year. It is at a depth of 24 to 40 inches for about 1 month to 4 months during wet periods. Permeability of this soil type is very rapid throughout. Immokalee fine sand (#20) is a nearly level, poorly drained soil found on broad flatwoods. The surface layer of this soil type generally consists of black fine sand about 5 inches thick. In most years the seasonal high water table for this soil type is within 10 inches of the surface for 1 to 3 months. It recedes to a depth of 10 to 40 inches for more than 6 months. Permeability of this soil type is rapid in the surface and subsurface layers and in the substratum. It is moderate in the subsoil. Seffner fine sand (#43) is a nearly level, somewhat poorly drained soil found on rims of depressions and on broad, low ridges on the flatwoods. The upper part of the surface layer of this soil type generally consists of black fine sand about 6 inches thick. In most years, the seasonal high water table for this soil type is within 18 to 40 inches of the surface for 2 to 4 months and between depths of 10 to 20 inches for periods of up to 2 weeks during wet periods. It recedes to a depth of less than 60 inches during extended dry periods. Permeability of this soil type is rapid throughout. Tavares fine sand, 0 to 5 percent slopes (#46) is a nearly level to gently sloping, moderately well drained soil found on low ridges and knolls on the uplands. The surface layer of this soil type generally consists of very dark gray fine sand about 6 inches thick. The seasonal high water table for this soil type is at a depth of 40 to 80 inches for more than 6 months, and recedes to a depth of more than 80 inches during extended dry periods. Permeability of this soil type is very rapid throughout. The Florida Association of Environmental Soil Scientists (FAESS) does not consider the main components of any of the above referenced soils to be hydric. However the FAESS does consider inclusions present in Immokalee fine sand (420) and Seffner fine sand (#43) to be hydric. This information can be found in The Hydric Soils of Florida Handbook, third edition, March 2000. 1 0 Bio -Tech Gnnsuiting Inc. EnNirocirclental and Pcrrnittiri„ Scm-ices Richard Woh1farth, W.C. Group, LLC Ocoee Village Center Site (BTC File #654-18) Page 3 of 8 LAND USE TYPES/VEGETATIVE COMMUNITIES The land use types and vegetative communities within the boundaries of the Ocoee Village Center Site were evaluated and classified using the Florida Land Use, Cover and Forms Classification System, Level III (FLUCFCS, FDOT, January 1999). The three (3) parcels that comprise the project site support one (1) land use type/vegetative community within its boundaries. The entire subject property is considered uplands and consists of Pine Plantation (441). No wetland/surface water land use types/vegetative communities were identified on the subject property. The following provides a brief description of the land use type/vegetative community identified on the site Uplands: 441 Pine Plantation The entirety of the subject property is classified as Pine Plantation (441), per the FLUCFCS. This area is dominated by slash pine (Pinus elliottii). Other vegetation identified within this community consists of bahiagrass (Paspalum notatum), Spanish needles (Bidens alba), ragweed (Ambrosia artemisifolia), goldenrod (Solidago fistulosa), American pokeweed, (Phytolacca americana), muscadine (Vitus rotundifolia), Mexican clover (Richardia brasiliensis), dog fennel (Eupatorium cappilifolium), hairy indigo (Indifogera hirsute), caesarweed (TJrena lobata) and a few scattered Carolina cherry laurel (Prunus caroliniana), laurel oak (Quercus laurifolia), camphor (Cinnamomum camphora), and common persimmon (Diospyros virginiana).. PROTECTED SPECIES Using methodologies outlined in the Florida's Fragile Wildlife (Wood, 2001); Measuring and Monitoring Biological Diversity Standard Methods for Mammals (Wilson, et al., 1996); Wildlife Methodology Guidelines (1988); and Florida Fish and Wildlife Conservation Commission's Gopher Tortoise Permitting Guidelines (revised April 2013); an assessment for "listed" floral and faunal species was conducted at the site in June 2018. This assessment, which covered approximately 100% of the subject site, included both direct observations and indirect evidence, such as tracks, burrows, tree markings and birdcalls that indicated the presence of species observed. The assessment focused on species that are "listed" by the FFWCC's Official Lists - Florida's Endangered Species, Threatened Species and Species of Special Concern (January 2013) that have the potential to occur in Orange County. Blo-Tech Consulting Inc. Environmcntal and Permitting Scrviccs Richard Wohdfarth, W.C. Group, LLC Ocoee Village Center Site (BTC File #654-18) Page 4 of 8 Reptiles and Amphibians brown anole (Anolis sagrei) gopher tortoise (Gopherus polyphemus) green treefrog (Hyla cinerea) six -lined racerunner (Cnemidophorus sexlineatus sexlineatus) Birds American Crow (Corvus brachyrhychos) Blue Jay (Cyanocitta cristata) Mourning Dove (Zenaida macroura) Northern Cardinal (Cardinalis cardinalis) Northern Mockingbird (Mimus polyglottos) Red -shouldered Hawk (Buten lineatus) Turkey Vulture (Cathartes aura) Mammals nine -banded armadillo (Dasypus novemcinctus) raccoon (Procyon lotor) Virginia opossum (Didelphis virginiana) One (1) of the above wildlife species, the gopher tortoise (Gopherus polyphemus), is identified in the FFWCC's Official Lists - Florida's Endangered Species, Threatened Species and Species of Special Concern (May 2017). The following provides a brief description of the species as they relate to the development of the project site. Gopher Tortoise (Gopherus polyphemus) State Listed as "Threatened" by FFWCC Currently the gopher tortoise (Gopherus polyphemus) is classified as a "Category 2 Candidate Species" by USFWS, and as of September 2007 is now classified as "Threatened" by FFWCC, and as "Threatened" by FCREPA. The basis of the "Threatened" classification by the FFWCC for the gopher tortoise is due to habitat loss and destruction of burrows. Gopher tortoises are commonly found in areas with well -drained soils associated with the pine flatwoods, pastures and abandoned orange groves. Several other protected species known to occur in Orange County have a possibility of occurring in this area, as they are gopher tortoise commensal species. These species include the eastern indigo snake (Drymarchon corais couperi), Florida mouse (Podomys floridanus) and the gopher frog (Rana capito). However, none of these species were observed during the survey conducted. The subject property was surveyed for the existence of gopher tortoises through the use of pedestrian and ATV Transects. 1 Bio -Tech Consulting Inc. Environmental and Pcrraitting Sen, -ice, Richard Wohffiarth, W.C. Group, LLC Ocoee Village Center Site (BTC File #654-18) Page 5 of 8 The FFWCC provides three (3) options for developers that have gopher tortoises on their property. These options include: 1) avoidance (i.e., 25 -foot buffer around burrow), 2) preservation of habitat, and 3) off-site relocation. Based on the expected use of the property, off- site relocation of the entire gopher tortoise population is recommended. A Gopher Tortoise Conservation Permit application will be submittted to the FFWCC for the relocation of the entire on-site population of gopher tortoises to an approved recipient site. The relocation will be conducted by a certified FFWCC Agent to capture using bucket traps, hand shovel or backhoe excavation to remove and relocate the onsite population by non -harmful means. Bald Eagle (Haliaeetus leucoceph alus) State protected by F.A. C. 68A-16.002 and federally protected by both the Migratory Bird Treaty Act (1918) and the Bald and Golden Eagle Protection Act (1940) In August of 2007, the US Fish and Wildlife Service (USFWS) removed the Bald Eagle from the list of federally endangered and threatened species. Additionally, the Bald Eagle was removed from FFWCC's imperiled species list in April of 2008. Although the Bald Eagle is no longer protected under the Endangered Species Act, it is still protected under the Bald and Golden Eagle Protection Act, the Migratory Bird Treaty Act, and FFWCC's Bald Eagle rule (Florida Administrative Code 68A- 16.002 Bald Eagle (Haliaeetus Leuchocephalus). In May of 2007, the USFWS issued the National Bald Eagle Management Guidelines. In April of 2008, the FFWCC adopted a new Bald Eagle Management Plan that was written to closely follow the federal guidelines. Under FFWCC's new management plans, buffer zones are recommended based on the nature and magnitude of the project or activity. The recommended protective buffer zone is 660 feet or less from the nest tree, depending on what activities or structures are already near the nest. A FFWCC Eagle permit is not needed for any activity occurring outside of the 660 -foot buffer zone. No activities are permitted within 330 feet of a nest during the nesting season, October I through May 15 or when eagles are present at the nest. In addition to the on-site review for "listed" species, BTC conducted a review of the FFWCC's recorded Bald Eagle (Haliaeetus leucocephalus) nest sites on or in the vicinity of the subject property. This review revealed that three (3) nests, through the 2016 nesting season, exist within one (1.0) mile of the subject site. These nests are designated as OR -061, OR -045 & OR -005 and are located approximately 2,670 feet, 3,425 feet and 5,010 feet, respectively. The project site is located outside of the nests' 660 -foot protection zone. (W / Bio -Tech Consulting Inc. Environrncntal and Permitting services Richard Wohlfarth, W C. Group, LLC Ocoee Village Center Site (BTC File #654-18) Page 6 of 8 USFWS CONSULTATION AREAS The U.S. Fish and Wildlife Service has established "consultation areas" for certain listed species (Figure 8). Generally, these consultation areas only become an issue if USFWS consultation is required, which is usually associated with permitting through the U.S. Army Corps of Engineers. The reader should be aware that species presence and need for additional review are often determined to be unnecessary early in the permit review process due to lack of appropriate habitat or other conditions. However, the USFWS makes the final determination. Consultation areas are typically very regional in size, often spanning multiple counties where the species in question are known to exist. Consultation areas by themselves do not indicate the presence of a listed species. They only indicate an area where there is a potential for a listed species to occur and that additional review might be necessary. Such review might include the need for species-specific surveys using established methodologies that have been approved by the USFWS. The following paragraphs include a list of the USFWS Consultation Areas associated with the subject property. Also included, is a brief description of the respective species habitat and potential for additional review: Everglade Snail Kite (Rostrhamus sociabilis) Federally Listed as "Endangered" by USFWS The subject site falls within the USFWS Consultation Area for the Everglade Snail Kite. Currently the Everglade Snail Kite is listed as "Endangered" by the USFWS. Everglade Snail Kites are similar in size to Red -shouldered Hawks. All Everglade Snail Kites have deep red eyes and a white rump patch. Males are slate gray, and females and juveniles vary in amounts of white, light brown, and dark brown, but the females always have white on their chin. Everglade Snail Kites vocalize mainly during courtship and nesting. They may occur in nearly all of the wetlands of central and southern Florida. They regularly occur in lake shallows along the shores and islands of many major lakes, including Lakes Okeechobee, Kissimmee, Tohopekaliga (Toho) and East Toho. They also regularly occur in the expansive marshes of southern Florida such as Water Conservation Areas 1, 2, and 3, Everglades National Park, the upper St. John's River marshes and Grassy Waters Preserve. No Everglade Snail Kites were observed within the subject property during the survey conducted by BTC. The subject site does not contain habitat for the Everglade Snail Kites. Florida Scrub -Jay (Aphelocoma coerulescens) Federally Listed as "Threatened" by USFWS The subject site falls within the USFWS Consultation Area for the Florida Scrub -Jay. Currently the Florida Scrub -Jay is listed as threatened by the USFWS. Florida Scrub Jays are largely Bio -Tech Consulting Inc. Environmental and Permitting Services Richard Wohlfarth, W C. Group, LLC Ocoee Village Center Site (BTC File #654-18) Page 7 of 8 restricted to scattered, often small and isolated patches of sand pine scrub, xeric oak, scrubby flatwoods, and scrubby coastal stands in peninsular Florida (Woolfenden 1978a, Fitzpatrick et al. 1991). They avoid wetlands and forests, including canopied sand pine stands. Optimal Scrub -Jay habitat is dominated by shrubby scrub, live oaks, myrtle oaks, or scrub oaks from 1 to 3 m (3 to 10 ft.) tall, covering 50% to 90 % of the area; bare ground or sparse vegetation less than 15 cm (6 in) tall covering 10% to 50% of the area; and scattered trees with no more than 20% canopy cover (Fitzpatrick et al. 1991). No Florida Scrub -Jays were observed on the subject site or nearby during the survey conducted by BTC and no habitat exists within the property boundaries. Sand Skink (Neoseps reynoldsi) Federally Listed as "Threatened" by USFWS The subject property falls within the USFWS Consultation Area for the Sand Skink. The sand skink is listed as "Threatened" by the USFWS. The sand skink exists in areas vegetated with sand pine (Pinus clausa) - rosemary (Ceratiola ericoides) scrub or a long leaf pine (Pinus palustris) - turkey oak (Quercus laevis) association. Habitat destruction is the primary threat to this species' survival. Citrus groves, residential, commercial and recreational facilities have depleted the xeric upland habitat of the sand skink. All properties within the limits of this consultation area that are located at elevations greater than 80' and contain suitable (moderate - to -well drained soils) soils are believed by USFWS to be areas of potential sand skink habitat. The subject property does not contain suitable habitat for the sand skink. A sign -off from United States Fish and Wildlife Service (USFWS) sand skink monitoring requirements has been submitted. Once correspondence is received from the USFWS it will be forwarded. Bio -Tech Consulting Inc. Environmental and Permitting scrvices Richard Wohlfarth, W C. Group, LLC Ocoee Village Center Site (BTC File #659-18) Page 8 of 8 The environmental limitations described in this document are based on observations and technical information available on the date of the on-site evaluation. This report is for general planning purposes only. The limits of any on-site wetlands/surface waters can only be determined and verified through on-site review by the pertinent regulatory agencies. The wildlife surveys conducted within the subject property boundaries do not preclude the potential for any listed species, as noted on Table 1 (attached), currently or in the future. Should you have any questions or require any additional information, please do not hesitate to contact our office at (407) 894-5969. Thank you. Sincerely, Dc. & 4 Daniel Gough Project Manager John Miklos President attachments f Rlo-Tech Consulting Inc. Environmcntal and Permitting Services H sn' 01"m L-1 IN pi C. 0, I Environmental and Permitting Services 3025 E. South Street Orlando, FL 32803 Ph: 407-894-5969 Fax: 407-894-5970 www.bio-techconsulting.com Ocoee Village CenterN F— 4,400 1 Feet Orange County, Florida <� F= Project #: 654-18 Figure 1 S Produced By: DBG Location Map Date: 6/19/2018 ViK, Rd S H sn' 01"m L-1 IN pi C. 0, I Environmental and Permitting Services 3025 E. South Street Orlando, FL 32803 Ph: 407-894-5969 Fax: 407-894-5970 www.bio-techconsulting.com Ocoee Village CenterN F— 4,400 1 Feet Orange County, Florida <� F= Project #: 654-18 Figure 1 S Produced By: DBG Location Map Date: 6/19/2018 BIB Tach consulting Inc. I Environmental and Permitting Services 3025 E. South Street Orlando, FL 32803 Ph: 407-894-5969 Fax: 407-894-5970 www.bio-techconsulting.com Ocoee Village Center Orange County, Florida Figure 2 2018 Aerial Photograph � 450 " r ---1 Feet w Project #: 654-18 Produced By: DBG S Date: 6/19/2018 coulsindfing Inc. Environmental and Permitting Services 3025 E. South Street Orlando, FL 32803 Ph: 407-894-5969 Fax: 407-894-5970 www.bio-techconsulting.com A. I EIAN Tr -1. Ocoee Village Center Orange County, Florida Figure 3 USGS Topographic Map 890 "---I Feet E Project #: 654-18 Produced By: DBG S Date: 6/19/2018 11 Iti I coulsindfing Inc. Environmental and Permitting Services 3025 E. South Street Orlando, FL 32803 Ph: 407-894-5969 Fax: 407-894-5970 www.bio-techconsulting.com A. I EIAN Tr -1. Ocoee Village Center Orange County, Florida Figure 3 USGS Topographic Map 890 "---I Feet E Project #: 654-18 Produced By: DBG S Date: 6/19/2018 Soils Legend 2 - Archbold fine sand,'0 to 5 percent slopes 20 - Immokalee fine sand 43 - Seffner fine sand, 0 to 2 percent slopes; 46 - Tavares fine sand, 0 to 5 percent slopes 'f Environmental and Permitfing Services 3025 E. South Street Orlando, FL 32803 Ph: 407-894-5969 Fax: 407-894-5970 www.bio-techconsulting.com Ocoee Village Center "1 450 Feet Orange County, Florida w E Project #: 654-18 Figure 4 S Produced By: DBG USDA-NRCS Soils Map Date: 6/19/2018 V Blemi-Te-ch Consulting Inc. iEnvironmental and Permitting Services 3025 E. South Street Orlando, FL 32803 Ph: 407-894-5969 Fax: 407-894-5970 www.bio-techconsulting.com Ocoee Village Center Orange County, Florida Figure 5 FLUCFCS Map 380 N I Feet WQ j E Project #: 654-18 Vu Produced By: DBG S Date: 6/19/2018 Table 1 • Potentially Occuring Listed Wildlife and Plant Species in Orange County, Florida. Scientific Name Common Name Federal Status State Status County Occurrence Status FISH: -7, ' . Cyprinodon vartegatus hubbsi Lake Eustis pupfish N LS C AMPHIBIANS,:w Lithobates capito gopher frog S C REPTILES ... Alligator mississippiensis American alligator T(S/A) LS C Drymarchon corals cou eri eastern indigo snake LT LT C Go herus Polyphemus gopher tortoise N LT C Neose s re noldsi sand skink LT LT C Pituophis melanoleucus mu itus Florida pine snake N LS P Stilosoma extenuatum short -tailed snake N LT C BIRDS ,x� xxu Aphelocoma coerulescens Florida scrub -jay LT LT C Aramus guarauna lim kin N LS C Athene cunicularia burrowing owl N LS P Egretta caerulea little blue heron N LS C Egretta thula snowy eget N LS C &gretta tricolor tricolored heron N LS C Eudocimus albus white ibis N LS C Falco sparverius paulus southeastern American kestrel N LT P Grus canadensis ratensis Florida sandhiil crane N LT C Haliaeetus leucocephalus bald eagle MC * C M cteria americana wood stork LE LE C Pandion haliaetus osprey N LS** P Picoides borealis red -cockaded woodpecker LE LE C Platalea a'a'a roseate spoonbill N LS P Sterna antillarum least tern N LT _4P Podom s floridanus Florida mouse N LS C Sciurus ni er shermaniSherman's fox squirrel N LS C A Sorex longirostris southeastern shrew N N P ry1oni(r1'o'ystris']'�] INVERTEBRATES `" a t , , � •." r { , v � � §"S'y'N'� M 9nr R 'ry� 1r i t haostracon mons Wekiwa h drobe N N C Cincinnatia wekiwae Wekiwa siltsnail N N C Procambarus acheroniis Orlando cave crayfish N N C Troglocambarus sp 1 Orlando spider cave crayfish N N C VASCULAR PLANTS Ascle ias curtissii Curtiss' milkweed N LE C Bonamia graWora Florida bonamia LT LE C Calamintha ashei Ashe's savory N LT R Cheiro lossa palmata hand fern N LE C Clitoria a raps pigeon -wing LT LE C Conradina grandiora large -flowered rosemary N LE R Deeringothamnus ulchellus beautiful pawpaw LE LE C Eriogonum longifolium var gnaphalifolium scrub buckwheat LT LE C Glandularia tam ensis Tampa vervain N LE C Illicium parviflorum star anise N LE C Lechea cernua nodding inweed N LT C Lindera subcoriacea bog s icebush N LE R Lupinus westianus var aridorum scrub lupine LE LE C Matelea 17oridana Florida spiny -pod N LE C Monotra a hypopithys pinesap N LE C Nemaytylis floridany fall -flowering ixia N LE C Nolina ato ocar a Florida beargrass N LT C Nolina brittoniana Britton's bear ass LE LE C Paronychia chartacea ssp chartacea paper -like nailwort LT LE C Pe eromia humilis terrestrial peperomia N LE R Platanthera intqgra yellow fringeless orchid N LE C Polygala lewtonii Lewton's polygala LE LE C Polygonella myriophylla Small's jointweed LE LE C Prunus geniculata scrub plum LE LE C Pteroglossaspis ecristata wild Coco N LT C Salix oridana Florida willow N LE C Stylisma abdita scrub stylisma N LE C Warea amplexi olia clasping warea LE LE C Zephyranthes simpsonii rain lily N LT C FEDERAL LEGAL STATUS LE -Endangered: species in danger of extinction throughout all or a significant portion of its range. LT -Threatened: species likely to become Endangered within the foreseeable future throughout all or a significant portion of its range. E(S/A)-Endangered due to similarity of appearance to a species which is federally listed such that enforcement personnel have difficulty in attempting to differentiate between the listed and unlisted species. T(S/A)-Threatened due to similarity of appearance (see above). PE -Proposed for listing as Endangered species. PT -Proposed for listing as Threatened species. C -Candidate species for which federal listing agencies have sufficient information on biological vulnerability and threats to support proposing to list the species as Endangered or Threatened. XN-Non-essential experimental population. MC -Not currently listed, but of management concern to USFWS. N -Not currently listed, nor currently being considered for listing as Endangered or Threatened. STATE LEGAL STATUS - ANIMALS LE -Endangered: species, subspecies, or isolated population so few or depleted in number or so restricted in range that it is in imminent danger of extinction, LT -Threatened: species, subspecies, or isolated population facing a very high risk of extinction in the future. LS -Species of Special Concern is a species, subspecies, or isolated population which is facing a moderate risk of extinction in the future. PE -Proposed for listing as Endangered, PT -Proposed for listing as Threatened. PS -Proposed for listing as Species of Special Concern. N -Not currently listed, nor currently being considered for listing. STATE LEGAL STATUS - PLANTS LE -Endangered: species of plants native to Florida that are in imminent danger of extinction within the state, the survival of which is unlikely ifthe causes of a decline in the number of plants continue; includes all species determined to be endangered or threatened pursuant to the U.S. Endangered Species Act. LT -Threatened: species native to the state that are in rapid decline in the number of plants within the state, but which have not so decreased in number as to cause them to be Endangered. PE -Proposed for listing as Endangered. PT -Proposed for listing as Threatened. N -Not currently listed, nor currently being considered for listing. * State protected by F.A.C. 68A-16.002 and federally protected by both the Migratory Bird Treaty Act (1918) and the Bald and Golden Eagle Protection Act (1940) COUNTY OCCURRENCE STATUS Vertebrates and Invertebrates: C = Confirmed P = Potential N = Nesting Plants: C = Confirmed R = Reported 6119/2018 Prird Bald Eagle Nest Data This report was generated using the bald eagle nest locator at https://public-myfwc.com/FWRI/EagieNests/nestiocator.aspx on 6/19/2018 9,45:07 AM. Search Entered: Within 5 miles of pat's lane ocoee fl (latitude 28.5992555 and longitude -81.5432896); All Search (W Results 8 record(s) were found; 8 record(s) are shown Said Eagle Nest Map: L Paradise Heights Lockhar Hiawassee Ocoee,' Winter Garden Oakland Pine Hills AW6 f-)ot,da's Turnpko Orlovista Gotha A% T R ej 0 Q e Map &RePb0MWa0,eiTqte Bald Eagle Nest Data Search Results: Results per page: All Nest ID County Latitude Town- Ran- Sec- Longitude ship ge tion Gaz Last Page Known Active Last Act Sur- 13 eyed1 Act 14 AAct 15 16 Act 17 I Dist. (Mi) 1 6R005 Orange 28 36.79 81 32.99 21S 28E 31 79 2014 2014 Y IM 1.04 OR034 Orange 28 35.40181 —F- 29.70 22S 28E 10 80 1998 2014 1 * 3.001 0 039 Orange 28 T2,59 81 34.31 22S 27E 25 79 2014 2014 Y * 4.24 OR04510range 28 35.22 81 32.92 22S 28E 07 79 2008 2014 0.91 OR0521 Orange ,28 32.63181 35.74 22S 27E 27 79 2011 2014 4.97 CIR05510rangeJ28 35.44181 30.30 22S 28E 10 79 2014 2014 Y * 2.40 OR0611 Orange J28 36.11181 33.04 22S 28E 06 79 2014 2014 Y * 0.48 [OR0661 Orange J28 34.32181 33.62 1 22S I 27E 1 13 1 79 1 2014 2014 1 Y I * 1 15 "Y" denotes an active nest "U" denotes a nest that was visited but status was undetermined "N" denotes an inactive nest denotes a nest that was not surveyed denotes an unobserved nest https://publicterrp.nijhAc.com/FMUEag[eNests/PrintData.aspx 1/1 APOPKA CITY COUNCIL AGENDA June 20, 28187:0$PM APOPKA CITY HALL COUNCIL CHAMBERS CALL TO ORDER INVOCATION PLEDGE APPROVAL OF MINUTES: 1. City Council regular meeting June 6, 2018. AGENDA REVIEW PUBLIC COMMENT; STAFF RECOGNITION AND ACKNOWLEDGEMENT Public Comment Period: The Public Comment Period is forissues that may or may not be on today's Agenda. U you are here form matter that requires apublic hearing, please wait for that item tocome uponthe agenda. |fyou wish bmaddress the Counci|youmum1�out on Intent buSpeak form and pno�de|thuthe C�yClerk p�orxothe �a�ofthe moebng.|fyou v�uhtospeak duhngthe Public Comment Period, please fill out green -colored Intent -to -Speak form. If you wish to speak on a matter that hearing, please fill out a white -colored Intent -to -Speak form. Speaker fbrms may be completed up to 48 hours in advance of the Council meeting. Each speaker will have four minutes to give remarks, regardless of the number of items addressed. Please refer to Resolution No. 2016-16 for further information regarding our Public Participation Policy & Procedures for addressing the City Council. Presentations: 1. Presentation onForm Base Code. James Hitt (W 2. ApupkeCityCenter—Hi|honGardon|nnPresontaUnn James Hitt CONSENT (Action Item) 1. Authorize the disposal ofsurplus equipmanUpnoperty. 2. Approve renewalofLease 3. School CapacityE h -Bakery, ' Approve the purchase "' two p`/utility carts from Cruise Ca, Inc. a. Award acontract for the construction ofeReclaim Water SystemExmmoinnunGuldenGomRood. 6. Award ocontract for the construction & deepening ufMount Plymouth Lakes Water Production VVe'�No 1&Nn 4 7. Approve anagmem���processing �brthan��[�ond ofcu�sidenapydaWes c�|o�odbytheC--Sanitation Division.� �' BUSINESS (Action Item) 1. Event Production & Management Services Edward Bass for Special Events atthe Apopka Amphitheater. 2. Reject ITB 2V18'O5Construction ofKit Land Nelson Park Fitness Trails. Edward Bass 3. Final Development P1 Wekiva Riverwalk Shopping Center Bobby Howell Project: VVoo|bhghtVVokiva—Location: 2121 East 8emnrmnBoulevard PUBLIC MEARkNG8/OR0UNANCES/RESCLUJ7ON(Action Item) 1, Ordinance No. 2W56—Second Reading - Change of Zoning/Master Plan/Development A-reememt David Moon Project: AH|H]'1D.LLC —Location: West ofPlymouth-Sorrento Road; east ofSR429 approximately 1/2 mile north of the intersection of Kelly Park Road and Plymouth -Sorrento Road. 2. Preliminary Development Plan — Bridle Path Subdivision Bobby Howell Project: AHIFO-18, LLC — Location: West of Plymouth -Sorrento Road and east of SR 429, approximately one-half mile north of the intersection of Kelly Park Road and Plymouth -Sorrento Road 3. Ordinance No. 2654 First Reading Change of Zoni Phil Martinez Project: JTDLand agRogers Road, LLC —Location: 1455VV.Lester Road. 4. Ordinance No. 2659 — First Reading - Comp Plan — Large Scale — Reserve at Kelly Park Phil Martinez Project: Min Sun Cho, Hong Sik and Deok Hwa Kim — Location: 4068, 4046, & 4022 Plymouth Sorrento Road 5. Ordinance No. 2661 — First Reading - Comp Plan — Small Scale Project: 3255 Clarcona Road LLC (aka Randall Mechanical) — Location: 3307 Clarcona Road Phil Martinez 6. Ordinance No. 2662 — First Reading - Change of Zoning Project: 3255 Clarcona Road LLC (aka Randall Mechanical) — Location: 3307 Clarcona Road Phil Martinez 7. Ordinance No. 2663 — First Reading — Change of Zoning Project: SunTrust Bank — Location: 936 East Semoran Boulevard Phil Martinez 8. Ordinance No. 2664 — First Reading — Annexation — Cycle 3 - Stormwater Pond Project: Ci of Pam Richmond Project: City Apopka —Location: 16$0 South Lake Pleasant Road 9. Ordinance No. 2665 — First Reading — Annexation — Cycle 3 — Road Right -of -Ways Pam Richmond Project: Orange County — Locations: Carnation Court; East Laurel Street; East Myrtle Street; West Myrtle Street; North Washington Avenue; North Central Avenue; and North Lake Avenue (North and South of West Myrtle Avenue) 10. Resolution No. 2018-09 - Execute a contract for a Capital Improvement Revenue Note. Edward Bass CITY COUNCIL.. REPORTS MAYOR'S REPORT 1. Florida Fish & Wildlife Conservation Commission Bear Cart Grant. 2. Interlocal Agreement with Orange County Fire Department. ADJOURNMENT AACCTI►IAi+ x i1w ..www.......-..-..-� Individuals with disabilities needing assistance to participate in any of these proceedings should contact the City Clerk at least two (2) working days in advance of the meeting date and time at (407) 703-1704. F.S. 286.0105 If a person decides to appeal any decision or recommendation made by Council with respect to any matter considered at this meeting, he will need record of the proceedings, and that for such purposes he may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. Any opening invocation that is offered before the official start of the Council meeting shall be the voluntary offering of a private person, to and for the benefit of the Council. The views or beliefs expressed by the invocation speaker have not been previously reviewed or approved by the City Council or the city staff, and the City is not allowed by law to endorse the religious or non -religious beliefs or views of such speaker. Persons in attendance at the City Council meeting are invited to stand during the opening ceremony. However, such invitation shall not be construed as a demand, order, or any other type of command. No person in attendance at the meeting shall be required to participate in any opening invocation that is offered or to participate in the Pledge of Allegiance. You may remain seated within the City Council Chambers or exit the City Council Chambers and return upon completion of the opening invocation and/or Pledge of Allegiance if you do not wish to participate in or witness the opening invocation and/or the recitation of the Pledge of Allegiance. UNIVERSAL ENGINEERING SCIENCES PHASE I ENVIRONMENTAL SITE ASSESSMENT 76 -ACRE UNDEVELOPED PARCEL CLARCONA-OCOEE ROAD OCOEE, ORANGE COUNTY, FLORIDA UES Project No. 13318-004-01 Report No. 399772 Date: April 2005 Prepared For: Clarcona-Ocoee, LLC 1745 West Fletcher Avenue Tampa, Florida 33612 Prepared By: Universal Engineering Sciences, Inc. 3532 Maggie Boulevard Orlando, Florida 32811 (407} 423-0504 www.uesorl.com COA #00000549 Prepared By: vr&.,c6 4'j -w.. F� Mary H. Bruno Project Manager Reviewed by: Michael J. Geden, P. G. Senior Geologist Florida License No. 0000408 Consultants in: Geotechnical Engineering • Environmental Sciences • Construction Materials Testing • Threshold inspections Offices in: Orlando • Gainesville • Riviera Beach • Rockledge • Daytona Beach + Punta' Gorda 9 St Augustine • Jacksonville • Ocala • Tampa Project No. 13318-004-01 Report No. 399772 TABLE OF CONTENTS 1.0 SUMMARY 1 2.0 INTRODUCTION 2 2.1 PURPOSE 2 2.2 DETAILED SCOPE OF SERVICES 2 2.3 LIMITATIONS AND EXCEPTIONS 2 2.4 SPECIAL TERMS AND CONDITIONS .................................. 3 2.5 USER RELIANCE 3 3.0 SITE DESCRIPTION 3 3.1 LOCATION AND LEGAL DESCRIPTION ................................ 3 3.2 PROPERTY AND VICINITY CHARACTERISTICS ......................... 3 3.3 CURRENT USE OF THE SUBJECT PROPERTY .......................... 3 3.4 STRUCTURES, ROADS, AND/OR OTHER IMPROVEMENTS WITHIN THE SUBJECT PROPERTY 4 3.5 CURRENT USES OF ADJOINING PARCELS ............................. 4 4.0 USER PROVIDED INFORMATION 4 4.1 TITLE RECORDS...: ; :: ; : ; 4 4.2 ENVIRONMENTAL LIENS OR ACTIVITY AND USE LIMITATIONS ............ 4 4.3 SPECIALIZED KNOWLEDGE 5 4.4 VALUATION REDUCTION FOR ENVIRONMENTAL ISSUES ................ 5 4.5 OWNER, PROPERTY MANAGER, AND OCCUPANT INFORMATION ......... 5 4.6 REASON FOR PERFORMING PHASE I ESA ............................. 5 4.7 OTHER 5 5.0 RECORDS REVIEW 5 5.1 STANDARD ENVIRONMENTAL RECORD SOURCES ...................... 5 5.1.1 FLORIDA STATE AND ORANGE COUNTY RECORDS REVIEW ........ 7 5.1.2 FEDERAL RECORDS REVIEW .................................. 7 5.2 ADDITIONAL ENVIRONMENTAL RECORDS ............................. 7 5.3 PHYSICAL SETTING SOURCES ...................................... 8 5.3.1 TOPOGRAPHY................... . ................. 8 5.3.2 SOILS/GEOLOGY 8 5.3.3 HYDROGEOLOGY 9 5.4 HISTORICAL USE INFORMATION ON THE PROPERTY ................... 9 5.4.1 AERIAL PHOTOGRAPH REVIEW ................................ 9 5.4.2 PROPERTY OWNERSHIP RECORDS ............................ 11 5.4.3 SANBORN FIRE INSURANCE MAP REVIEW ...................... 11 5.4.4 CITY DIRECTORY REVIEW .................................... 11 5.4.5 LAND USE RECORDS ........................................ 11 5.4.6 OTHER HISTORICAL SOURCES ................................ 11 5.5 HISTORICAL USE INFORMATION ON ADJOINING PARCELS .............. 12 Project No. 13318-004-01 (W Report No. 399772 TABLE OF CONTENTS (Continued ... ) 6.0 INFORMATION -FROM SITE RECONNAISSANCE ............................. 12 6.1 METHODOLOGY AND LIMITING CONDITIONS ......................... 12 6.2 GENERAL SITE SETTING .......................................... 12 6.3 EXTERIOR OBSERVATIONS ........................................ 12 6.4 INTERIOR OBSERVATIONS ........................................ 13 7.0 INTERVIEWS 13 7.1 INTERVIEW WITH OWNER ......................................... 13 7.2 INTERVIEW WITH SITE MANAGER .................................. 13 7.3 INTERVIEWS WITH LOCAL GOVERNMENT OFFICIALS .................. 13 7.4 INTERVIEWS WITH OTHERS ....................................... 13 8.0 FINDINGS AND CONCLUSIONS .......................... ... ............. 14 9.0 DEVIATIONS ..........................................................14 10.0 ADDITIONAL SERVICES ................................................ 14 11.0 REFERENCES........................................................14 12.0 SIGNATURES OF ENVIRONMENTAL PROFESSIONALS ...................... 14 13.0 QUALIFICATIONS OF ENVIRONMENTAL PROFESSIONALS ................... 14 7 LIST OF APPENDICES APPENDIX A Project No. 13318-004-01 Report No. 399772 SITE LOCATION MAP ............................................... A-1 SITE PLAN/2003 AERIAL PHOTOGRAPH ............................... A-2 APPENDIX B GENERAL CONDITIONS B APPENDIX C ORANGE COUNTY PROPERTY APPRAISER'S INFORMATION ............... C APPENDIX D FIRSTSEARCH RADIUS MAP REPORT D APPENDIX E ENVIRONMENTAL MAPS E APPENDIX F SITE PHOTOGRAPHS F (W APPENDIX G INTERVIEW DOCUMENTATION G APPENDIX H REFERENCES H APPENDIX I QUALIFICATIONS Project No. 13318-004-01 Report No. 399772 1.0 SUMMARY The subject property evaluated as part of this Phase I Environmental Site Assessment (ESA) consists of an approximately 76 -acre undeveloped parcel, located at the southeast comer of the intersection of West Road and State Road 429, in Orlando, Orange County, Florida. Please refer to the Site Location Map presented in Appendix A-1 and the 2003 Aerial Photograph/Site Plan presented in Appendix A-2 for additional information. Based on the findings of this Phase I ESA conducted in accordance with American Society for Testing and Materials (ASTM) format E1527-00, we conclude the following: 1. We found no evidence of recognized environmental conditions with respect to past uses of the subject property or adjoining parcels based on our field observations, historical research, and public records review. 2. We found no evidence of petroleum product or hazardous materials storage or use at the subject property. 3. We found no evidence indicating the presence of underground storage tanks (USTs), aboveground storage tanks (ASTs), drums, polychlorinated biphenyls (PCBs), drinking water wells, seeps, illegal dumping, unusual odors, or stressed vegetation on the subject property oron adjoining parcels based on ourfield observations, interviews, and historical and public records review. 4. We found evidence indicating the presence of one facility that contained leaking USTs within the ASTM minimum search distance based on our regulatory agency contact and field observations. Becky's Country Store is located approximately 600 feet east of the subject property and addressed at 10600 Clarcona Ocoee Road. Based on a review of the regulatory files reported extent of contamination and/or distance between sites, the potential for this leaking UST facilities to have adversely impacted the subject property appears low. 5. No evidence exists indicating the presence of facilities within the ASTM minimum search distances that formerly or currently generate(d) hazardous waste or use(d) hazardous materials based on our regulatory agency contact and field observations. Based on the conclusions of the Phase I ESA conducted at the referenced property, Universal Engineering Sciences, Inc. (UES) finds no evidence of recognized environmental conditions which would warrant further assessment at this time. According to the property owner, water wells may be located on the northeast portion of the subject property. If no intended use of the wells is anticipated, they should be abandoned in accordance with Orange County Health Department requirements and in accordance with St. Johns River Water Management District rules. Page 1 of 14 Pages Project No. 13318-004-01 Report No. 399772 2.1 PURPOSE The primary purpose of this assessment was to conduct an evaluation of the subject property and surrounding properties to identify recognized environmental conditions associated with the past or present uses of the subject property and neighboring properties. The term "recognized environmental conditions" means the presence or likely presence of any hazardous substances or petroleum products under conditions that indicate an existing release, past release, or a material threat of a release that could impact the property. This environmental assessment was conducted following the ASTM E1527-00 Standard Practice for Environmental Site Assessments. This assessment was also intended to identify potential off-site contaminant sources within the distances set forth in ASTM E1527-00 guidelines. Methodology followed good commercial and customary practice with a goal to identify recognized environmental conditions that would be subject to an enforcement action if brought to the attention of appropriate government agencies. 2.2 DETAILED SCOPE OF SERVICES The scope of work does not include an evaluation of asbestos containing building materials, lead based paint, lead in drinking water, regulatory compliance', cultural and historical resources, industrial hygiene, health and safety, ecological resources, indoor air quality, radon, JW site geotechnics (soils, foundations, site retention, etc.), wetlands, endangered species, or construction materials testing. UES can provide these additional services, if necessary. The contracted scope of services consists of the preparation of a Phase I ESA of the subject property in accordance with the requirements set forth in ASTM E1527-00. The accuracy, correctness and completeness of this Phase I ESA is provided with knowledge of the Comprehensive Environmental Response Compensation and Liability Act (CERCLA) as set forth in 42 United States Code Section 9601 et seq., as amended. 2.3 LIMITATIONS AND EXCEPTIONS The findings of this report represent our professional judgement; no warranty is expressed or implied. These findings are relevant to the dates of our site work and the information cited herein. This report should not be relied upon to represent property conditions on other dates or at locations other than those specifically cited within the report. Universal Engineering Sciences, Inc. can accept no responsibility for interpretations of these data made by other parties. Performance of this practice is intended to reduce, but not eliminate, uncertainty regarding the potential for recognized environmental conditions in connection with the subject property. Page 2 of 14 Pages A Project No. 13318-004-01 Report No. 399772 2.4 SPECIAL TERMS AND CONDITIONS This report, and the information contained herein, shall be the sole property of UES until payment of any unpaid balance is made in full. The client agrees that until payment is made in full, the client shall not have a proprietary interest in this report or the information contained herein. UES shall have the absolute right to request the return of any and all copies of this report submitted to other parties, public or private, on behalf of the client in the event of nonpayment of outstanding fees by the client pursuant to UES's General Conditions (Appendix B). 2.5 USER RELIANCE This report is intended for the sole use of Clarcona Ocoee, LLC: and RMC Retail Property Group. Its contents may not be relied upon by other parties without the explicit written consent of UES. This is not a statement of suitability of the property for any use or purpose. In accepting this report, all parties herein mentioned agree to the General Conditions of the Agreement between UES and Clarcona Ocoee, LLC, dated April 5, 2005. A copy of the General Conditions is contained in Appendix B. 3.0 SITE DESCRIPTION 3.1 LOCATION AND LEGAL DESCRIPTION The subject property is an approximately 76 -acre undeveloped parcel, located at the southeast comer of the intersection of West Road and State Road 429 in Ocoee, Orange County, Florida. The site is located within Section 05, Township 22 South, Range 28 East as referenced in the "Winter Garden, Florida" United States Geological Survey (USGS) topographic quadrangle map presented in Appendix A-1 (Site Location Map). Please also refer to the Site Plan/2003 Aerial Photograph in Appendix A-2, and to the legal description of the property in Appendix C. The legal description of the subject property was obtained from the Orange County Property Appraiser's website. 3.2 PROPERTY AND VICINITY CHARACTERISTICS Atthe time of our evaluation, the subject property consisted of unimproved land populated with pine trees comprising approximately 76 acres. Clarcona-Ocoee Road traverses the central portion of the subject property in a west -east direction. The property vicinity is characterized by undeveloped property and residential development. State Road 429, a former abandoned railroad easement, adjoins the northern boundary of the subject property. Please refer to the Site Location Map in Appendix A-1 and the Site Plan/2003 Aerial Photograph in Appendix A-2 for additional details. 3.3 CURRENT USE OF THE SUBJECT PROPERTY At the time of the site reconnaissance, the subject property was unimproved. None of the current uses of the subject property appear likely to involve the use, treatment, storage, disposal, or generation of hazardous substances or petroleum products. Page 3 of 14 Pages Project No. 13318-004-01 Report No. 399772 3.4 STRUCTURES, ROADS, AND/OR OTHER IMPROVEMENTS WITHIN THE SUBJECT PROPERTY At the time of our evaluation, the subject property was unimproved land populated with pine trees. Clarcona-Ocoee Road traverses the central portion of the subject property in a west -east direction. No sources of potable water, sewer services or electricity were observed. Residences in the area are served by the City of Ocoee for water and sanitary sewer and by Progress Energy for electricity. One former irrigation well is located on the southern portion of the subject property. 3.5 CURRENT USES OF ADJOINING PARCELS Currently, the parcels adjoining the subject property are used as follows: Table 1 Description of Adjoining Parcels Direction From Subject Property Description of Current Use North State Road 429 adjoins the subject property to the north. East Forest Lake Golf Course and residential properties adjoin the subject Propertv to the east. South Residential properties adjoin the subject property to the south. West Clarcona-Ocoee Road and West Road adjoin the subject property to the west. None of the current uses of the adjoining properties appear likely to indicate the presence of recognized environmental conditions in connection with the subject property. 4.0 USER PROVIDED INFORMATION 4.1 TITLE RECORDS A copy of the historical property ownership chain -of -title report was not provided to UES as part of this Phase I ESA. 4.2 ENVIRONMENTAL LIENS OR ACTIVITY AND USE LIMITATIONS No information was provided to UES with respect to any environmental liens or activity and use limitations on the subject property. Page 4 of 14 Pages Project No. 13318-004-01 Report No. 399772 4.3 SPECIALIZED KNOWLEDGE The client did not provide information to UES with respect to any specialized knowledge or experience that may pertain to recognized environmental conditions in connection to the subject property. 4.4 VALUATION REDUCTION FOR ENVIRONMENTAL ISSUES The client did not provide UES with information pertaining to the value of the purchase price in relation to the purchase price of comparable parcels located within the subject area. Information pertaining to the assessed value of the subject property is included in the Orange County Property Appraisers Information presented in Appendix C. 4.5 OWNER, PROPERTY MANAGER, AND OCCUPANT INFORMATION The current owner of the subject property is Beryle S. Buchman and Florence A. Barrett, Etal. The subject property is unoccupied. 4.6 REASON FOR PERFORMING PHASE I ESA UES was contracted to perform this Phase I ESA in conjunction with a real estate transaction 4W in order for the prospective owner to satisfy one of the requirements to qualify for the innocent landowner defense to CERCLA liability. 4.7 OTHER No other information was provided in preparation of this Phase I ESA 5.0 RECORDS REVIEW 5.1 STANDARD ENVIRONMENTAL RECORD SOURCES As a part of this assessment, we reviewed information sources to obtain existing information pertaining to a release of hazardous substances or petroleum products on or near the subject property. UES obtained an ASTM site search report through FirstSearch Technology Corporation (FirstSearch). A copy of the FirstSearch report is contained in Appendix D. UES also reviewed other available standard environmental record sources at the FDEP and OCEPD, as needed. The following state and federal sources were consulted during this record review: Page 5 of 14 Pages IM Project No. 13318-004-01 Report No. 399772 State and County Database Review (FDEP and 0CEPD) • FDEP, Leaking Underground Storage Tanks (LUST) • FDEP, Registered Underground Storage Tanks (UST) • FDEP, Registered Aboveground Storage Tanks (AST) • FDEP, State Hazardous Waste Sites (SHWS) • FDEP, Solid Waste Facilities/Landfill Sites (SWF/LS) Federal Database Review [United States Environmental Protection Aaencv (EPM • EPA, Comprehensive Environmental Response, Compensation, and Liability Act Index (CERCLIS) • EPA, Toxic Release inventory System (TRIS) • EPA, Facilities Index System List (FINDS) • EPA, Resource Conservation & Recovery Act Index System List (RCRIS) • EPA, Emergency Response Notification System List (ERNS) • EPA, RCRA Administrative Action Tracking System (RAATS) • EPA, National Priorities List (NPL) Table 2 lists the minimum search distances used during this assessment as set forth in ASTM E1527-00. TABLE Minimum Search Distances - ASTM E1527-00 SOURCE SEARCH DISTANCE Federal NPL Site List (National Priorities List) 1.0 mile Federal CERCLIS List (Comprehensive Environmental Response Compensation and Liability Act of 1980) 0.5 mile Federal CERCLIS NFRAP Site List Subject property and adjoining parcels Federal RCRA CORRACTS TSD Facilities (Resource Conservation and Recovery Act 1.0 mile Federal RCRA Non-CORRACTS TSD Facilities 0.5 mile Federal RCRA Generators Lists Subject property and adjoining parcels Federal ERNS List (Emergency Response Notification System) Property only States Lists of Hazardous Waste Sites 1.0 mile State Landfill and/or Solid Waste Disposal Site Lists 0.5 mile State Leaking UST List (Underground Storage Tanks) 0.5 mile State Registered UST List Subject. property and adjoining parct1s Page 6 of 14 Pages Project No. 13318-004-01 Report No. 399772 5.1.1 FLORIDA STATEANDORANGE COUNTY RECORDS REVIEW According to information provided by FirstSearch, the subject property is not listed on the state or county databases. One leaking UST site is in the vicinity of the subject property and is listed within the minimum search distances as specified by ASTM. Becky's Country Store is located approximately 600 feet east of the subject property and addressed at 10600 Clarcona Ocoee Road. Based on a recent file review conducted at the OCEPD, a petroleum discharge was discovered during the removal of two 1,000 -gallon USTs and completion of a Tank Closure Assessment report. A Contamination Assessment Report completed in 1991 indicated that soil and groundwater contamination was contained within site boundaries. No work had been conducted at the facility between 1991 and 2004, at which time, S&ME, Inc. was designated as the contractor to complete site assessment and rehabilitation activities. Based on a review of the regulatory files reported extent of contamination and/or distance between sites, the potential for this leaking UST facilities to have adversely impacted the subject property appears low. Please refer to the FirstSearch report in Appendix D for details. In addition to reviewing the FirstSearch report, UES performed reconnaissance of the property vicinity to identify any sites not mapped by FirstSearch due to inadequate or inaccurate address information and to look for unregistered facilities. No petroleum fueling or storage facilities were observed within a half mile of the subject property during field reconnaissance performed by UES. 5.1.2 FEDERAL RECORDS REVIEW The FirstSearch report indicates no EPA listed sites located in the vicinity of the property within the minimum search distance specified by ASTM. No facilities suspected of generating hazardous wastes were observed by UES during reconnaissance of the property vicinity. 5.2 ADDITIONAL ENVIRONMENTAL RECORDS UES reviewed ethylene dibromide (EDB) Application Zone Delineation Maps of Florida prepared by the Florida Department of Environmental Protection. Based on review of the EDB maps, no EDB impact to groundwater within the geographic section of the subject property has been identified. EDB was formerly used in citrus grove applications as a fumigant against nematodes. UES reviewed the Florida Department of Community Affairs (DCA) 2004 Florida Radon Protection Map for New Single Family Homes and Duplexes. Fewerthan 5% of all new homes in Orange County are expected to have elevated radon levels, so no additional radon resistant construction techniques are recommended by the Florida Department of Health to prevent radon problems. Please refer to Appendix E for a copy of the radon map. According to the U. S Federal Emergency Management Administration (FEMA), the subject property does not fie within the a flood hazard area. A FEMA Flood Hazard Map is provided in Appendix E. Page 7 of 14 Pages Project No. 13318-004-01 Ar Report No. 399772 %W UES reviewed the United States Fish and Wildlife Service (USFWS) National Wetlands Inventory Map providing coverage of the subject property. According to the map, wetlands have not been delineated on the subject property. Please refer to Appendix E for a copy of the USFWS National Wetlands Inventory Map. 5.3 PHYSICAL SETTING SOURCES The "Winter Garden, Florida"USGS topographic quadrangle map, Orange County Soil Survey, and regulatory files available regarding properties of environmental concern in the property vicinity were reviewed as sources for obtaining information regarding the physical setting of the subject property and surrounding vicinity. Based on our site reconnaissance, review of USGS maps, aerial photographs, location of the subject property, and the present environmental related conditions of adjacent and nearby properties, the potential for migration of petroleum product or hazardous waste contamination from off-site sources appears low. 5.3.1 TOPOGRAPHY The USGS topographic quadrangle map titled "Winter Garden, Florida" was referenced as a source for obtaining information regarding the physical setting of the subject property and surrounding vicinity. The subject property is located approximately 150 to 155 feet above sea level. The on-site topography slopes to the west, towards Lake Apopka located approximately 1.6 miles from the subject property, A copy of the USGS Quadrangle Map is provided as Appendix A-1 (Site Location Map). 5.3.2 SOILS/GEOLOGY The general geology of Orange County is characterized by 30 to 50 feet of undifferentiated fine to medium grained sands and clayey sands of Holocene age overlying the Miocene age Hawthorn Group. The Hawthorn is approximately 100 feet thick and is comprised of interbedded layers of clay, clayey sand, sandy clay, and phosphatic carbonates. The underlying Tertiary age carbonates gently dip east under an increasing thickness of younger sediments. According to the Soil Conservation Service, Orange County Soil Survey, surficial soils at the subject property are classified as Immokalee fine sand, Seffner fine sand, and Tavares fine sand (0 to 5 percent slopes). Immokalee fine sand are nearly level and poorly drained. In most years, a seasonal high water table is within 10 inches of the surface for one month to three months, and it recedes to a depth of 10 to 40 inches for more than six months. The permeability is rapid in the surface and subsurface layers and in the substratum, and it is moderate in the subsoil. Page 8 of 14 Pages Project No. 13318-004-01 Report No. 399772 Seffner fine sand are nearly level and somewhat poorly drained. In most years, a seasonal high water table is within 18 to 40 inches of the surface for 2 to 4 months and between depths of 10 to 20 inches for periods of up to 2 weeks during wet periods. It recedes to a depth of less than 60 inches during extended dry periods. The permeability is rapid throughout. Tavares fine sand, 0 to 5 percent slopes, are nearly level to gently sloping and moderately well drained. In most years, a seasonal high water table is at a depth of 40 to 80 inches for more than 6 months, and it recedes to a depth of more than 80 inches during extended dry periods. The permeability is very rapid throughout. The available water capacity is very low. 5.3.3 HYDROGEOLOGY The general hydrogeology of Orange County includes an unconfined surf icial aquifer separated from the Floridan aquifer by the Hawthorn Group. The surf icial aquifer is recharged by rainfall and can yield small to moderate amounts of water to small diameter wells. The Floridan aquifer may reach 2,000 feet in thickness and is the primary source of the public water supply. According to the Florida Department of Natural Resources, Areas of Natural Recharge to the Floridan Aquifer in Florida Map, the subject property is located in an area of high recharge. The direction of shallow groundwater flow is generally toward surface water bodies. The direction of shallow groundwater flow, based solely on the USGS Topographic Map, is most likely to the west, towards Lake Apopka. 5.4 HISTORICAL USE INFORMATION ON THE PROPERTY Based on the review of aerial photographs, the northern portion of the subject property was undeveloped from 1947 (the earliest aerial photograph available) through the present day. The southern portion of the subject property was developed with two small shed -type structures, circa 1958 until about 1984, at which time these structures were removed. None of the past uses of the subject property appear to present unresolved recognized environmental concerns. 5.4.1 AERIAL PHOTOGRAPH REVIEW To evaluate the previous land uses of the subject property and surrounding area, a series of aerial photographs was reviewed. The aerial photographs provide a progressive overview of parcels pertaining to this assessment. UES reviewed aerial photographs from 1947 to 2003, available at the Orange County Public Works Department. Please refer to Appendix A-2 for a copy of the 2003 Aerial Photograph, which was available on-line at the Orange County GIs website. Descriptions of UES' observations are outlined in Table 3. Page 9 of 14 Pages M Project No. 13318-004-01 Report No. 399772 Page 10 of 14 Pages TABLE Summa of W Photograph Observations Photograph Photograph Date Scale Quality Remarks 1947 1" = 800' Poor The subject property is unimproved land developed with orange trees. Clarcona-Ocoee Road and a Railroad easement are visible adjoining the subject property to the east and north, respectively. The adjoining properties to the north, south, and west appear as undeveloped land. Residential development is visible to the east of the subject property, across undeveloped land. 1958 1 440' Poor Two small shed -type structures and a small pond are visible on the southern portion of the subject property. No significant changes were observed on the adjoining properties since the 1947 aerial photograph. 1963 I"= 440' Poor No significant changes were observed on the subject property or adjoining properties since the 1958 aerial photograph. 1965 1 440' Fair No significant changes were observed on the subject property or adjoining properties since the 1963 aerial photograph. 1967 1 440' Fair No significant changes were observed on the subject property or adjoining properties since the 1965 aerial photograph. 1969 1 660' Fair No significant changes were observed on the subject property or adjoining properties since the 1967 aerial photograph. 1971 1" = 660' Fair No significant changes were observed on the subject property or adjoining properties- since the 1969 aerial photograph. 1975 1' = 300' Good No significant changes were observed on the subject property or adjoining properties since the 1971 aerial photograph. 1978 V = 300' Good No significant changes were observed on the subject property or adjoining properties since the 1975 aerial photograph. 1981 1"= 300' Good The northeast comer and the western portion of the subject property has been cleared. A commercial property has been developed across the railroad easement. 1984 1"= 300' Good The entire subject property has been cleared of the citrus trees. Also, the two small bam-type structures are no longer visible on the southern portion of the subject property. State Road 429 appears developed in place of the former railroad easement. 1987 1 300' Good No significant changes were observed on the subject property or adjoining properties since the 1984 aerial photograph. Page 10 of 14 Pages Project No. 13318-004-01 Report No. 399772 TABLE Summa ry of Aerial Photograph Observations Photograph Photograph Date Scale Quality Remarks 1994 1"=300' Good No significant changes were observed on the subject property since the 1994 aerial photograph. The existing Forest Lake golf course is visible on the adjoining property to the east of the subject property. 1997 1 300' Good No significant changes were observed on the subject property or adjoining properties since the 1994 aerial photograph. 2000 1 300' Good State Road 429 Toll Booth and entrance/exit ramps are developed on an adjoining property to the north. The commercial property previously located across the railroad I — ------ - easement is no longer visible. 2003 1 300' Good No significant changes were observed on the subject property or adjoining properties since the 2000 aerial photograph. 5.4.2 PROPERTY OWNERSHIP- RECORDS A chain -of -title was not provided by the client for our review. According to the Orange County Property Appraiser's Information, the current owner of the subject property is Beryle S. 4W Buchman and Florence A. Barrett, Etal. 5.4.3 SANBORN FIRE INSURANCE _MAP REVIEW Sanborn fire insurance maps providing coverage of the subject area were not available, likely due to the historically rural nature of the property vicinity. 5.4.4 CITY DIRECTORY .REVIEW Historical street directories listing the former businesses at the street addresses of the subject property and adjoining properties were not reviewed by UES since the subject property and adjoining properties have not been developed or used for any purpose, with the exception of the two small shed -type structures present during the operation as a citrus groves. 5.4.5 LAND USE RECORDS A According to the Orange County Property Appraiser's Report, the subject property is zoned R- 1 A, single family dwelling. 5.4.6 OTHER HISTORICAL SOURCES No historical sources were reviewed during this assessment. Page 11 of 14 Pages Project No. 13318-004-01 Report No. 399772 5.5 HISTORICAL USE INFORMATION ON ADJOINING PARCELS Based on the earliest aerial photograph available (1947), the adjoining parcels were undeveloped. Clarcona-Ocoee Road and railroad easement (existing State Road 429) were constructed to the west and north of the subject property, respectively, circa the 1940's. Adjoining properties to the east and south were developed with residential properties, circa the 1940's. Adjoining properties to the north, across State Road 429, were developed with commercial structures, circa the 1980's until about 2000, at which time, the structures were removed and the property remained undeveloped, State Road 429 was improved over the abandoned railroad easement, circa the 1990's. None of the past uses of the adjoining properties appear to present recognized environmental concerns. 6.0 INFORMATION FROM SITE RECONNAISSANCE 6.1 METHODOLOGY AND LIMITING CONDITIONS On April 15, 2005, a walkover evaluation of the subject property was completed by Mary H. Bruno, The purpose of the site visit was to assess the current conditions of the subject property I j and to obtain information indicating the likelihood of identifying recognized environmental conditions in connection with the property. The evaluation included walking the accessible portions of the interior of the subject property and walking the accessible portions of the site perimeter. This visual assessment of the property focused primarily on its surface features. Property use and significant features are indicated on the Site Plan/2003 Aerial Photograph presented in Appendix A-2. Site photographs are included in Appendix F. The majority of the subject property was covered with tall pine trees. palmettos, tall vegetation, which obstructed our view of the site. There were no other constraints that impeded our evaluation of the property or obstructed our view the day of our site reconnaissance. 6.2 GENERAL SITE SETTING The subject property is located within a residential and agricultural area to the east of Lake Apopka. The property vicinity is characterized by residential properties, agricultural land and undeveloped property. The on-site topography slopes gently to the west, toward Lake Apopka. 6.3 EXTERIOR OBSERVATIONS During our site reconnaissance, the accessible portions of the periphery and interior of the subject property were viewed. Clarcona-Ocoee Road traverses the central portion of the subject property in a east -west direction and also adjoins the southern portion of the subject property to the west. State Road 429 adjoins the subject property to the north. One irrigation well is located on the southern portion of the subject property. The subject property appeared covered with thick patches of palmettos, pine trees, and dense tall vegetation, making some portions of the site inaccessible the day of our reconnaissance. Page 12 of 14 Pages Project No. 13318-004-01 Report No. 399772 (W We observed no evidence of petroleum product or hazardous materials storage or use at the subject property. We found no evidence indicating the presence of obvious surface discharges such as stained soil or pavement, USTs, ASTs, septic systems, drinking water wells, seeps, unusual odors, pits, ponds, lagoons, or stressed vegetation. No unresolved recognized environmental concerns were identified at the subject property the day of our site reconnaissance. 6.4 INTERIOR OBSERVATIONS No structures were observed at the subject property the day of our site reconnaissance. 7.0 INTERVIEWS 7.1 INTERVIEW WITH OWNER LIES interviewed Mr. Ken Buchman, co-owner of the subject property. Mr. Buchman stated that the subject property was previously an orange grove and cleared during a freeze during the mid-1980s. He also stated that no residential or commercials have been developed on the subject property to the best of his knowledge. Mr. Buchman stated that he was not aware of any environmental concerns associated with the subject property. He also stated that he was not aware of any pending, threatened or past litigation or administrative proceedings relevant to hazardous substances or petroleum products in, on, or from the subject property. Also, he was not aware of any government notices regarding possible violations of environmental laws or possible liability relating to hazardous substances or petroleum products at the subject property. Mr. Buchman stated that water, sewer and electricity is not provided to the subject property. However, there is one irrigation well, which has not been in operation for a few years, located on the southern portion of the subject property. Interview documentation is included in Appendix 1. 7.2 INTERVIEW WITH SITE MANAGER There is no designated site manager for the subject property. 7.3 INTERVIEWS WITH LOCAL GOVERNMENT OFFICIALS LIES interviewed Lucy Albrecht of the Florida Department of Environmental Protection, Hazardous Waste Section, to obtain information regarding her knowledge of recognized environmental concerns in connection with the subject property. She stated that there are no files regarding hazardous waste for the subject property. UES attempted to contact Sue Mela of the Ocoee Fire Department, to obtain information regarding her knowledge of recognized environmental concerns in connection with the subject property. No response was given by the time of report completion. 7.4 INTERVIEWS WITH OTHERS No other interviews were conducted in preparation of this Phase I ESA. Page 13 of 14 Pages A Project No. 13318-004-01 Report No. 399772 8.0 FWDINGS AND CONCLUSIONS We have performed this Phase I ESA in accordance with the scope and limitations of ASTM Practice E1527-00 for the approximately 76 -acre undeveloped parcel, located at the southeast corner of the intersection of West Road and State Road 429 in Ocoee, Orange County, Florida. Any exceptions to or deletions from this practice are described in Sections 2.2, 2.3 and 2.4 of this report. Based on the conclusions of the Phase I ESA conducted at the referenced property, UES finds no evidence of unresolved recognized environmental conditions and no further assessment is warranted at this time. According to the property owner, water wells may be located on the northeast portion of the subject property. If no intended use of the wells is anticipated, they should be abandoned in accordance with Orange County Health Department requirements and in accordance with St. Johns River Water Management District rules. 9.0 DEVIATIONS UES prepared this Phase I ESA in accordance with ASTM E1527-00. 10.0 ADDITIONAL SERVICES Under the terms of the agreement between Clarcona-Ocoee, LLC and UES, no additional services were provided in association with the Phase I ESA. 11.0 REFERENCES References reviewed during the Phase I ESA are documented in Appendix H. 12.0 SIGNATURES OF ENVIRONMENTAL PROFESSIONALS Please refer to the title page for signatures of the environmental professionals who prepared and reviewed this Phase I ESA. 13.0 QUALIFICATIONS OF ENVIRONMENTAL PROFESSIONALS This assessment was completed by Mary H. Bruno, Project Manager, and reviewed by Michael J. Geden, Senior Professional Geologist, both employees of Universal Engineering Sciences, Inc. Qualifications of personnel participating in this assessment are provided in Appendix 1. Page 14 of 14 Pages APPENDIX A .I�; 'ate• f '` ��` •'Pay' , • � I I it !j/� "' �!_' J ,= • ` 4 `. It 1r �J / r�~1` .Ji \ l -'�- ��: -) � �l� ��133 '1••^�~'.� i _y�f_�?r�r"cv_�. �5\ � i• � 1 / ✓/bc`�andpit '\ al\..Sr /` '; 1: T 2'1 fs22 '� �a9 fl, m� .I BM 01 ~I {`t ~ ".•✓I 'J (r sir: ,n AeAOo� =�JL 777' / S1113J �' (,r/ � ` cul ers � i � •. ` � � R�' �=�- - 1 _ ).DE� ' �, u• � � % . ^1�Y 7gb .d � e __._ter.•` '�� "I' � CE �`� �� L-.-k-� , • is 1 . iii '�"�'��k+ 1 a�t�� \` l nVIt 4 J, '1.1 it 170A` �7,���Yl,t ,�� SII �. 1 u „! • I �' a� -In1 k t 't t ' •f I Peaah La i� i\q"•-T �. QR /IrJ /�~,..`�-r wt�� sj' zl'` `{np .':adA y Il tx i ��"P •f . vim, ✓ �-� .�i � I, �J�f"I tiKJ 1 7 s d'` � `� .,y.:.� rh .+ � _ ,1 �•lir�s4$^ 4 '! 7c S�• r<S+�L�1, I+X� �' r� ° t^ � � �. s. "� J 1 1 �_ lPyrk . .-.'I .-, ._(�..�'��J6r •I,L:, � .,: �. 0 2000 BASE MAP: "WINTER GARDEN, FLA.", U.S.G. S. QUADRANGLE MAP SCALE, FEET PHASE I ENVIRONMENTAL ASSESSMENT 76 ACRES CLARCONA-OCOEE ROAD SITE OCOEE, ORANGE COUNTY, FLORIDA UNIVERSAL U.S.G.S. TOPOGRAPHIC MAP 0 o ENGINEERING SCIENCES DRAWN 8Y: M LP OATS: 4/22/05 CHECKED BY: $ DATE: 4 - o - C -5 - SCALE: AS SHOWN PROJECT NO:01-0013318-004-01 IREPORT NO --54q AGE N0: A-1 4ixk 4 .��Y` l�i4d l 1 I�a�� � 111 �I G t.'. ' lel �l I t > r 1 i 1 I.'•• :, �,�. �+a ,': i JI ;, �R L� i�Y� �m,� ,� n ;' � YF �}. C3. 4��f'Ih i.. r � r 7�c IIihI ��' III r.i l!' I I �I� I�^' �='„I♦�tl I�1 �.��`." 1 +' t 4 r fid+ 6 CT fl1� �1:�i I • 1�� I I�{ r r( fl';'," j 1 ��: �C �t. �a.- � � s- a. � YN , t � �, -, �1�, � 1 •.eq t .f � F• wMl � je'� � h � SUBJECT t' �;� ' � �',,.`,' , , f� v?'s,� ;I,y a1rr', PROPERTY (I �Ii�,�,;� r3" ai i� S" �lcl�:���''J!`�" =i r I „ L ��fit ; l'i)7'l rl I ' 1 I �` � ,�L� •� � � ti r ,r.�Y�l ��r ��n a ,� �zi ( "•-ter , tj }� ice) -'t i I�', ill 1 I �` _ ��t� fl� ��t—�;9 r 11 ? � � � , , ���. Vr „ I 1 I � I � � _� � P ,. rrt t! J { Il�r }• .{ s rt.: i R� i �- 1 i! 17 �,. I 1 � ! € rL y '-- I i 7 i I a •' 12.JI�� .._. g!7 t �. I r� , r r ° ifr `' I• t 1i l lr i 'I r�.r i � , t � - 1 ~ ( F � ' � t � iy � Y�` 1��,�'VY �= �� .-1 .-� � r.,.._�' Irl r _ J ' ✓o �� { ',. � _ y� 6M1117 , a t �: A UNIVERSAL ENGINEERING SCIENCES, INC, GENERAL COMMONS SECTION 1: RESPONS113f MES 1.1 Universal Engineering Sciences, inn., heretofore referred to as the 'Consultant.* has the responsibility for providing the services described under the'Scope of Services" section, The work is to be performed according to accepted standards of care and is to be completed in a time) 1.2 The "Client" or a duly authorized representative. Is responsible for providing the Consultant with a clear understanding f the project nature scope' The Client shall supply the Consultant with sufficient and adequate information, including,d surveys and designs, 10 allow the Consultant toProperty complete the s heClient butnotlimso OD pedto,maps,siteplans,reports, and scope at the project as soon as possible during perfonnana of then wont so that the dhanges can tobeincorporated ical limo the work produce ECTI N 2: T ARD F CAR,s 2.1 Services performed by the Consultant under this Agreement are expected by the Client to be conducted in a manner consistent with the level of Care and skin ordinarily exercised by members of the Consultant's profession practicing cpntemppraneously under similar conditions in the locality of the project. No other warranty. expressed or implied, Is made. 2.2 The Client recognizes that subsurface conditions may vary from those observed at locations where borings, surveys. made. and that site conditions may change with time. Osla. interpretations. and recommendations D the information available to the Consultant at the time of service, The Consutlarhtis its � or other explorations are but will not to be responsible for other parties, interpretations ar use of the information developedt data. rots tatians and etant vvIll to cbased ornmendatio an SECTION 3, SITE ACCESS AND cry CONDITteLue 3.1 Client will grant or obtain free access b the site for all equipment Client and personnel necessary for the Consultant to perforin the work set forth in this Consultant will take reasonable precautions to minimize damage t tsors Of the he site, tite it understoodat �n� Consultant tree access b the site. The damage may occur. and the correction of such damage is not part of this by Client That. in the normal Course of work, some Agreement unless sa spec+fied in the, Proposal 3.2 TheCtientisresponsiblefortheaccuracyotlocatfonsforatlsubterraneans to avoid known subterranean structures, and the Client wctures and utilities. The Consultant will take reasonable precautions harmless from any claim or liability for" waives any claim against Consultant, and agrees to defend, Indemnify and hold Consultant not identified or accurately located. in addition Client including ts of defense, arising from da agrees to compensate Consultant for any�timee spent or expenses I structures and utilities in defense of any such claim with compensation b be based upon Consultant's prevailing tee schedule and xpenses incurred by Consultant (ACTION < SAMPLE OWNERSHIP AND DISPOSAL expense reimbursement policy. W 4.1 Salt or water samples obtained from the project during performance of the work shall remain the property of the Client. 4.2 The Consultant will dispose of or return to Client all remaining soils and rock samples SO days after submission of Further storage or transfer of samples can to be made at Glen`s expense upon CGenl's prior written request report covering those samples. 4.3 Samples which are contaminated by petroleum with all appropriate federal, state, or local cations. S ct other chemical waste will to be returned to Client for treaIn) t or disposal, consistent regulations. SECnON S: 13tLLiNG AND PAYMENT S• 1 Consultant will submit invoices 10 Client monthly or upon completion of services, Invoices will, show cha classifications. rges /or different ersonn ! P e and expense 5.2 Payment is due 30 days after presentation of invoice and is past due 31 days from invoice date Client a rens to and onahaif percent (1- % %) per month, or the maximum rale allowed by faw, on past due acmurtts. g I?aY a finance change of 5,3 If the Consultant Incurs any expenses b coifed overdue costs, Consultants time, Consultants a billings inwices,due he sums paid by the Consultant for r+easorraDlt attorneys' fees, court :q�tnses, and interest will to be due and owing by the Client, . �ECTiON 6: OWNERSHIP OF DOCUMENTS 6.1 AN reports. boring logs, field data. field notes, laboratory test dao, cal inslrurltents of service, shall remain the property of the CrSiisutiant:culations, estimates, and other documents prepared by the Consultant as ," " 6.2�.,. Client agrees that all reports and other work furnished to the Client or his agents, which is not paid tor, will to be returned upon'dethind'ani will not to be used by the Client for any purpose. 6.3 The Consultant will retain an pertinent records relating to the services performed for a . which period the records will t be made period of five years following submission of the report dtiring ava�bie to the Client at all reasonable times. lON 7: Df COVERY OF UN+4NTtCIP TED HAZARDOUS MATERIALS _ « 1 ire.CHewarrants that a reasonable made b inform has been Consultant of known or suspected hazardous materials on or near the project,. 7.2 Under this agreement the term hazardous nWeriels includes hazardous materials (40 CFR 177-01), hazardous was substances (40 CFR 300.6), petroleum products, poiychlatinated biphonyls, and asbestos. tes (40 CFR 2612), hazardous 7.3 Hazardous materials may "at at a site where there is no reason to believe they could or should be present. Consultand and Client agree that the discovery of unanticipated hazardous materials constitutes a changed condition mandating a renegotiation of the scope of work Consultant : and Client also agree that the discovery of unanticipated hazardous materials may make it necessary for Consultant to take immediate measures " r eta u protect health and safety. Client agrees to compensate Consultant for any equipment decontamination or other costs incident to the Ursa of unanticipated hazardous waste. 7.4 Consultant agrees to notify Client when unanticipated hazardous materials or suspected hazardous materials are encountered, Client agneas to make any disclosures required by law to the appropriate governing agencies. Client also agrees to hold Consultant harmless for consequences of disclosures made by Consultant which are required by governing law. In the event the ro any and all ted recognizes that lt is the Chant's responsibility to inform the property owner of the discovery d unanticipated site mater or Client, J~ hazardous materials. 7.5 Notwithstanding any other provision of the AgroomoM„ Client waives any claim against Consultant, and to the maximum extent agrees to defend, indemnify, and save Consultant harmless from permitted by law, Consultant's discovery of unanticipated hazardous materials or sue claim, liability, and defense costs for injury or loss arising from and any cost associated with possible reduction of the ro suspected hazardous materials including any costs created by delay of the project by the Consultant which are found to be contaminatedP PeriY's value. Client will be responsible for ultimata disposal of any samples secured SECiiDN & FlfSK ALLOCATION &I Client agrees that Consultant's liability for any damage on account of any error, omission or other professional negligence will be limited to a sum not to exceed $50,000 or Consulteas tae. whichever is greater. If Client prefers 10 have higher limits on professional liability, Consultant agrees to increase the limits up to a maximum of $1,000,000 upon Client's whiten request at the time ofecceptlrrg our Pprovided that roP� Client agrees to pay an additional consideration of four percent of the total fee, or $400.00, whichever is greaten The additional charge for the higher liability limits is because of the greater risk assumed and is not strictly a charge for additional professional liability insurance, sect" 9.- 9.1 : 9.1 The Consultant represents and warrants that it and its agents, staff and Consultants employed by it, is and ase protected by worker's compensation Insurance and that Consultant has such coverage under public liability and property damage Insurance policies ad the Consultant deems to be adequate. Certificates for all such policies of insurance shelf be provided to Client upon request in writing. WltlnIn the Jim and conditions of such Insurance, Consultant agrees to Indemnify and Sava Client harmless from and againat foss, damage, or Ilabliity arising from negligent acts by Consultant, its agents. staff, and consultants employed by ft The Consultant shall not be responsible for any loss, damage or liability The Client agrees to defend beyond the amounts, limits, and conditions of such insurance or the limits deacrified in Section 8, whichever is lose. and save consultant harmless for lose, damage or liability arising from acts by clientclient's ant, staff" and other consultants mployed by Client , agent SECi1ON 10: DISPUTE R M- OLUiKtN 10.1 AD claims, disputes, and other matters in controversy between Consultant and Client arising out of or in any way related to this Agreement will be submitted to 'alternative dispute resolution* (ADM such as mediation and/or arbitration, before and as a condition precedent to other remedies provided by law. 10.2 If a dispute at law arises related to the services provided under this Agreement and that dis above, then: pute requires litigation iinstead of ADR as -Provided the claim will be brought and tried in judicial jurisdiction of the court of the county where Consultant's principal piece M businesails.tooeted'" and Client waives the right to remove the action to any other county or judicial jurisdiction, and (b) the prevailing party will be entitled to recovery of all reasonable costs incurred, including staff time, ttomey'a,feea; and other claim related expenses• court ousts, a SEGTIDNi 11: 113VW NATION 11.1 This agreement may be terminated bY'GMW, ply u pen seven (7j done written native in the event of substantial fatiure by the other party to ' Perform In accordance with the terms hereof Such termination shall not be effective N that substantialjanlureA has been romediad� before expiration of the period specified in the,wrilten notice.- M the event of'temwtetiOn, Consultant shall'.tae,paid``for,sorvices..perforrnsd to the termination notice date plus reasonable termination expenses. p 11.2 In the event of termination, or suspension for more than three (3) months, prior to completion of all repohi eontein sated b this .. - J, Consultant may complete such analyses and records as are n to cpm P Y Agreement ecessaµy.., , 1> h�s,tiias end<may�alaa;cornptote a;repod on tiffs a` ccs " performed to the date of notice of termination ocsuapension. "The expense of ts,rmiiiat,on'oI suapension,shailrincluda.sA direct costs-01-t,oiisuNant Woo such analyses, records and reports. SECGION 12: ASSIGNS 12,1 Neither otherClient nor the Consultand may n of the delegate, assign, sublet or transfer his duties or interest in this Agreement without the written consent g 9 party. SEI. N 13: f3txftWNG JAW MID SURVIVAL 3.1 The laws of the State of Florida will govern the validity of these Terms, their.interpratation,and,performance.. L. 13.2 if any of the provisions contained in this Agreement are held illegal, invalid, or unenforceable, the enforceability of the remaining provisions will not be impaired, limitations of liability and indemnities will survive termination of this Agreement for any cause. ,J OCPA Property Data (05-22-28-0000-00-004) Pagel of BILL DONEGAN, CFA �;Orange County Property AppraiserW9"r Property Line Inquiry System Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes N Previous Parcel Next Parcel * What's this' Parcel Data for 05 -22 -2R -0000 -0A -AAA Show Map Parcel Id View ftyLokjs Year 05-22-28-0000- 00-004 1 Mm Notice Address V —tet'-W&R1QPgM Taxes 10711 CLARCONA OCOEERD Find Neigh -�prhqod Schools Property Use Code 5400 Lcity Codite][OCO - Ocoee Mill Codeage JE5 - Reflects Tax Rates Tax Year -11 2005 Value Sununary Estimate mate Taxes I , I eta . i! (If this property were to sell) Value Method Number of Bldgs. Depreciated Bldg. Value Depreciated XFOB Value Land Value (Market) Land Value AG Just MarketValue) Assessed Value (SOH} Exempt Value Taxable Value Market 0 $0 $350 $1,182,000 $18,912 $1,182,350 $19,262 $19,2621 Owner Information SWI/4 OF SWIA OF SEC 05-22-28 (LESS W 30 FT FOR RD R/W) & (LESS PT TAKEN ON N & W FOR R/W PER OR 546112341 C198- 1671) N 7 ACRES (231 FT) OF NWI/4 OF NWI/4 SEC 08-22-28 (LESS W 30 FT FOR R/W) 3202/290 3286/834 & 3768/320 & 4319/953 4619/407 4830/433 435 437 439 & 4415286/975 & 5286/972 (DC) 2004 Tax Savings Due to SOH* htq)://www.ocpafl.org/pls/Webappl(get_parcel—master?pid=282205000000004&query data.. 4/6/2005 DCPA Property Data (05-22-28-0000-00-004) Sales Information 7r----- 1 0 OR Book/Page Sale Date (Deeds) 4536/1047 11 02/18/1993 Sale ]L Deed JVac/Imp AmountType Code $100�F FM - 7.jZmproved Page 2 of 3 Qualification 11 Q/U Reason Unqualified I LH- LESS $100 4319/0953 J11/07/1990 $100 MM------- 3768/0320 03/01/1986; Improved Unqualified $100 Improved Unqualified Misp-by-Sim ftar-S-ales i� Subdivision Information Model : Ty I (Click to PC Year Gross Int Ext Est. Beds Baths :Firs Living Bldg Code Code Wall Wall 1] Cos. 1191 11 Value view Built* SIT SF Value sketches) Code Code Nem *Actual year built - does not reflect subsequent building improvements. Shaw R_ujMiqg_Eub Axa Land Information Item Land Use Code Zoning* Frontage D th Land Units Unit Price Land Value J 5400 R -l -A f1 47.28 ACRE(S) $25,000.00 $1,182,000 *Please contact Your local Zoning Agency for the latest zoning information. Extra Feature Information Item Description Units Unit Price XFOB Value 1SHED a $100.00 $100 http://www.ocpafl.orglpls/webappI/get_parcel-master?pid=282205000000004&query data.. 4/6/2005 DCPA Property Data(05-22-28-0000-00-004) ���[13LDG I L 250.00 nis Data Printed on 04/06/2005 15 -34. -ID md ed on 04106r,1005 03:00:03 [Home] [Ahout O -UA] [ 9-eneral nfo t3ecord —I—..] ]Meet 8it1 T7nnpa�w] [earchesj [Map„Searches] [Contact OCPA] [Departments] [Otler site ... - . _ es _ _] [Products) Wfia Ha [Important aticesl ... _ Copyright CD 1996 Orange County Property Appraiser. All rights reserved. This page last modified on: 02/25/00 Page 3 of 3 http://www.ocpafl,orglpIslwebappUget_arcel master9pid=282205000000004&auery data... 4/6/20(}S DCPA Property Line Page 1 of 1 Bill Benegan orange county (W r. Proper A00falser POND LCss PONCE' r'r . s' POND- i C.,2aou, x PaND �� ; M, i!3 11 1► s Parcel ID: 052228000000040 This MaP is for reference onlv and ie nm. 0 xwm� 236 ft http://paims.ocpafl.orgtwebmap/printmap. asp?pin=282205000000040&condo=&mapurl=h... 4/18/2005 UUP» Property Line Bill Benevan I "f` :«} w. ,. Orange 8000ty } I MPOV Appralser POND - t F ra�^n an SIrL�aiE rfll�i Parcel ID: 052228000000004 Page 1 of 1 (W http://paims.ocpafl.orgtwebmap/printmap.asp?pin=282205000000004&condo=&ma url=h... 4/18/20 P 05 7 N FirstSearch Technology Corporation Environmental FirstSearchTM Report 10711 CLARCONA OCOEE 'ROAD OCOEE FL 34761 Job Number: 01-0013318 PREPARED FOR: Universal Engineering Sciences 3532 Maggie Boulevard Orlando, Florida 32811 Consultants in: Geotechnical Engineering Environmental Sciences 04-06-05 �Eavtruwuenw ?-'V' Tel: (407) 265-8900 Fax: (407) 265-8904 Environmental FirstSearch is a registered tradernark of Firs(Search Technology Corporation. All rights reserved. Environmental Firsdearch Search Summary Report Target Site: 10711 CLARCONA OCOEE ROAD OCOEE FL 34761 FirstSearch Summar Database Sel Updated Radius Site 1/8 1/4 1/2 1/2> ZIP TOTALS NPL Y 02-14-05 1.00 0 0 0 0 0 0 0 CERCLIS Y 01-18-05 0.50 0 0 0 0 _ 0 NFRAP Y 06-23-04 0.25 0 0 0 - 0 0 RCRA TSD Y 02-14-05 1.00 0 0 0 0 - 0 0 0 RCRA COR Y 02-14-05 1.00 0 0 0 0 0 0 0 RCRA GEN Y 02-14-05 0.25 0 0 0 0 ERNS Y 12-31-04 0.25 0 0 0 - - 4 2 4 State Sites Y 03-10-05 1.00 0 0 0 0 0 0 2 Spills -1990 Y 01-06-05 0.25 0 1 0 0 SWL Y 02-14-05 0.50 0 0 0 0 _ 1 1 2 Other Y 01-06-05 0.25 0 0 0 - - 2 0 REG UST/AST Y 01-06-05 0.25 0 2 0 2 Leaking UST Y 03-15-05 0.50 0 1 0 _ _ 7 9 I - 1 3 - TOTALS - 0 4 0 1 0 17 22 i Nut,tce oz Disclaimer Due to the limitations, constraints, inaccuracies and incompleteness of government information and computer mapping data currently available to FirstSearch Technology Corp., certain conventions have been utilized in preparing the locations of all federal, state and local agency sites residing in FirstScarch Technology Corp.'s databases. All EPA NPL and state landfill sites are depicted by a rectangle approximating their location and size. The boundaries of the rectangles represent the eastern and western most longitudes; the northern and southern most latitudes. As such, the mapped areas may exceed the actual areas and do not represent the actual boundaries of these properties. All other sites are depicted by a point representing their approximate address location and make no attempt to represent the actual areas of the associated property. Actual boundaries and locations of individual properties can be found in the tiles residing at the agency responsible Cor such information. Waiver of Liability Although FirstSearch 'technology Corp. uses its best efforts to research the actual location of each site, FirstSearch Technology Corp, does not and can not warrant the accuracy of these sites with regard to exact location and size. All authorized users of FirstSearch Technology Corp.'s services proceeding are signifying an understanding of FirstSearch Technology Corp.'s searching and mapping conventions, and agree to waive any and all liability claims associated with search and map results showing incomplete and or inaccurate site locations. Environmental Firstsearch Sites Summary Report TARGET SITE: 10711 CLARCnmA r)rrlvv nn AD OCOEE FL 34761 u JOB: 01-0013318 TOTAL: 22 GEOCODED: 5 NON GEOCODED: 17 SELECTED: 0 _ge Na. ID DBT a Site �NameljD/Status Address Dist/Dir IVM12 11D SPILLS FIN RVIEW Lo' A*"l RVI ' CLARCONA-OCOEE RD 12760��',SED JA VkL'ln-% .05 SW 4885 D��Cf 7254 ORLANDO FL, 32811 1 tq 2 3 UST FINA- RVIEW 0� 4 J'0 Gr 7254 CLARCONA-OCOEE RD 15 1� 27, S 488512760, SED Vrq �Lg 1,1 ORLANDO FL 32818 0.05 SW 4 4 LUST BECKYS CNTRY STORE 489045638/CLOSED 10600 CLARCONA OCOEE RD 0.08 NE 3 APOPKA FL 32703 5 2 UST BECKYS CNTRY STORE 10600 CLARCONA, OCOEE RD 489045638/CLOSED APOPKA Fl. 32703 0.08 NE 3 6 5 LUST RIGHT FUEL & FOOD 1399 N LAKEWOOD AVE 488513383/OPEN OCOEE FL 34761 0.49 SE 2 1-1=p rL;I;K ZYJ00 -C� > I2. KIWI Environmental Firstsearch R Sites Summary Report (W TARGET SITE: 10711 CLARCONA OCOEE ROAD OCOEE FL 34761 JOB: 01-0013318 TOTAL: 22 GEOCODED: 5 NON GEOCODED: 17 SELECTED: 0 Pa2e No. in nn T— Site.Name/ID/Status Address MAIM Ma N/A 11 ERNS NP ,C-537609/MOBILE VULCAN RD APOPKA FL 32703 NON GC N/A 10 ERNS COW GAS 18915/UNKNOWN SE OF FLORAL NURSERY/SHILER NON CC APOPKA FL 32703 N/A 22 LUST MEDLOCK PROPERTY 2320EAST AVE 039800127/CLOSED PANAMA CITY FL 34761 NONGC N/A 14 OTHER 327031CATTLE VATS APOPKA FL 32703 NON GC N/A 13 OTHER 34761/CATTLE VATS OCOEE FL 34761 NON OC NIA 9 RCRAGN BP #79395 FLR000I 10767/SGN 2115 ORANGE BLOSSOM TRL NON GC APOPKA FL 32703 NIA 8 RCRAGN ALBERTSONS 94471 300 W LAKE MARY BLVD FLR000i 10742/SONNON SANFORD FL 32703 GC N/A 7 RCRAGN QUALITY PRODUCTS OF ORLANDO HWY 437 N PO BOX 470 FLD981857394/SGN OCOEE FL 34761 NON GC (w N/A 6 RCRAGN BP #14149 1650E SILVER STAR FLR000111161/SGN OCOEE FL 34761 NON GC N/A 12 SPILLS MINUTE MAID CO (FORMERLY COCA COLA HWY 437 N 489803347/CLOSED OF BELTWAY -FULLER OCOEE FL 34761 NON GC N/A 15 UST SOS TRUCKLINE INC 12743 GILLARD RD 489805438/CLOSED WINTER GARDEN FL 34761 NON CC N/A 16 UST GIBBS & REGISTER 340 8 STORY RD 4898065091OPEN OCOEE FL 34761 NON GC N/A 17 UST MINUTE MAID CO (FORMERLY COCA COLA HWY 437 N 4898033471CLOSED OF BELTWAY -FULLER OCOEE FL 34761 NON GC N/A 18 UST OCOEE CITY KISSIMMEE AVE WATER PLA WASHINGTON AVE 489901874/CLOSEDNON OCOEE Fl, 34761 CC N/A 19 UST TURKEY LAKE SERVICE PLAZA (VEHICL FLORIDA TURNPIKE MP 263 489805693JCLOSED OCOEE Fl, 34761 NON GC N/A 20 UST USE #9803244 4898030071DELETED 3710 S MAGUIRE RD NON CC OCOEE FL 34761 N/A 21 UST MACGEORGE, STEVE RT I APOPKA BLVD 4891032561CLOSEDNON APOPKA FL 32703 OC R Environmental FirstSearcl, Normalized Sites Summary Report �w TAP -GET SITE: 10711 CLARCONA OCOEE ROAD JOB: 01-0013318 OCOEE FL 34761 TOTAL: 22 GEOCODED: 5 NON GEOCODED: 17 SELECTED: 0 Site Name Address Dist/Dir Ma ID Total Sites FINA-CLEARVIEW 7254 CLARCONA-OCOEE RD 0.05 SW L 1 2 NP CE F ORLANDO FL 32818 - kT RQ RQ ER a SP LF OT ja LS 0 0 4 0 0 0 0 00 0 1 0 BECKYS CNTRY STORE 10600 CLARCONA OCOEE RD 0.08 NE 3 2 APOPKA Fl. 32703 NE � NF RT RC RG ER 5—T 5P � OT Pj Ls 0 0 0 1 RIGHT FUEL & FOOD 1399 N LAKEWOOD AVE 0.49 SE 2 1 NP CE NF RT RC RG ER ST SP LF OT OCOEE FL 34761 lu LS 0 0 0 0 0 n n n A 0 0 0 1 r4 I I (W 80: Spills 80 AC: ACEC AQ: Aquifers CE: CERCLIS ER: ERNS Database Legend FL: FN: Fed Land Use FINDS HM: LF: HMIRS Landfill NP: NPL PE: Permits RN: RCRA NLR ST.- State FP: Floodplain LS: Lust NS: NU: NPOES Nuclear Permits PW; RC: Pub Water Supply RP: Receptors TO: Towers FW: Fed Wells NC: NCDB OT: Other RE: RCRA COR Releases RT: RCRA TSD TR. TRIS HS: Historic NF: NFRAP PA: Pads RG: RCRA GEN SP: SO: Spills 90 SOILS US: WE: Ust Wetlands e Q 1 t Environmental FirstSearch Site Detail Report TARGET SITE: 10711 CLARCONA OCOEE ROAD B: 01.0013318 OCOEE FL 34761 STATE SPILLS SI' 'E SEARCH ID: 1 DISTIDIR: 0.05 SW MAP ID: i NAME: FINA-CLEARVIEW ADDRESS: 7254 CLARCONA-OCOEE RD REV: 116105 ORLANDO FL 32811 IDI: 488512760 ORANGE ID2: 8512760 CONTACT: MARK G. KUBALSKI STATUS: CLOSED PHONE: .SITE INFORMATIO OPERATOR: NAME UPDATED: ADDR UPDATED: HAD ADDR INDICATOR: CLEAN UP STATUS: CLEANUP STATUS DATE: RANK: RP ID: RP ROLE: RP BEGIN: NAME: II PHONE: DISCHARGE INFORMATION CLEANUP REQUIRED: WORK STATUS: INFO SOURCE: OTHERSOURCE: SITE MANAGER: MANAGER END DATE: TANK OFFICE: TRENTIS DURDEN N DNR - DISCHARGE NOTIFICATION RECEIVED 06-16-2004 2800 ACCOUNT OWNER 07-01-1985 BROWDER, DURDEN, KUBALSKI PO BOX 491 CLARCONA FL 32710 491 (305) 295-9684 INACTNE D - DISCHARGE NOTIFICATION Site Details Page -1 Environmental F'irstSearch Site Detail Report TARGET SITE: 10711 CLARCONA OCOEE ROAD JOB: 01-0013318 OCOEE FL 34761 REGISTERED UNDERGROUND STORAGE TANKS FSEARCH ID: 3 DISTIDIR: 0.05 SW MAP ID: 1 NAME: FINA-CLEARVIEW ADDRESS: 7254 CLARCONA-OCOEE RD ORLANDO FL 32811 ORANGE CONTACT: MARK G. KUBALSKI SITJi INPORMA7"ION TOTAL NUMBER OF TANKS: FACILITY TYPE: DEP CO: TANK INFORMATION TANK ID: TVI: INSTALLED: TK STAT: 'CAPACITY(GAL): CONTENT: PLACE: TYPE: TANK ID: TVI: INSTALLED: TK STAT: CAPACITY(GAL): CONTENT: PLACE: TYPE: TANK ID: TVI: INSTALLED: TK STAT: CAPACI'i Y(GAL): CONTENT: PLACE: TYPE: TANK ID: TVI: -NSTALLED: 5 A - RETAIL STATION N I TANK 01-JUL-1978 B -REMOVED 2000 B - UNLEADED GAS UNDERGROUND A - RETAIL STATION 2 TANK 01-JUL-1978 B -REMOVED 2000 B - UNLEADED GAS UNDERGROUND A - RETAIL STATION 3. TANK 01-JUL-2978 B -REMOVED 4000 B - UNLEADED GAS UNDERGROUND A - RETAIL STATION 4 TANK 01-JUL-1978 REV: 116105 IDI: 488512760 ID2: 8512760.00 STATUS: CLOSED PHONE: (305) 295-9684 STATUS: CLOSED DEP CO: N STAT DATE: 31 -OCT -1993 STATUS: CLOSED DEP CO: N STAT DATE: 3I -OCT -1993 STATUS: CLOSED DEP CO: N STAT DATE: 31 -OCT -1993 STATUS: CLOSED DEP CO: N STAT DATE: 31 -OCT -i993 - Continued on next page - Site Details Page - 2 I 0 0 vironmeatal Firstsearch Site Detail Report TARGET SITE: 10711 CLARCONA OCOEE ROAD JOB: 01-0013318 OCOEE FL 34761 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 4 DIST/DIR: - 0.08 NE ID: 3 NAME: BECKYS CNTRY STORE ADDRESS: 10600 CLARCONA OCOEE RD REV: 3115105 APOPKA FL 32703 IDI: 489045638 ORANGE ID2: 9045638 CONTACT: STATUS: CLOSED PHONE: (407) 877-6137 L!rEr INFOR1dA770 OPERATOR: NAME UPDATED: BECKYS COUNTRY STORE ADDR UPDATED: 03-27-2003 BAD ADDR INDICATOR; y CLEAN UP STATUS: CLEANUP STATUS DATE: RA - RA ONGOING RANK; 07-22-2004 2742 RP ID: RP ROLE: 2503 RP BEGIN: ACCOUNT OWNER NAME: 05-20-1994 BOWERS, CLIFTON 642 S DILLARD ST WINTER GARDEN FL 34787 3903 PHONE: (407) 656-1813 DI39HAR2INFORMATIO CLEANUP REQUIRED: WORK STATUS: INFO SOURCE: OTHER SOURCE: SITE MANAGER: MANAGER END DATE: TANK OFFICE; DISCHARGE DATE: POLLUTANT: COMBINED: SCORE: SCORE DATE: GAL DISCHARGED: DRINK WELLS AFFECTED: MONITORING WELLS: SOIL AFFECTED: S WATER AFFECTED: G WATER AFFECTED: CLEANUP ELIG: US?'_INFOI�IpN R - CLEANUP REQUIRED ACTIVE A - ABANDONED TANK RESTORATION TAYLOR DT PCLP48 - ORANGE COUNTY 11-01-1989 B - UNLEADED GAS S5 07-22-2003 0 Y Y N N E - ELIGIBLE Site Details Page - 4 I Ica -'vironmental Firsdearch Site Detail Report TARGET SITE: 10711 CLARCONA OCOEE ROAD OCOEE FL 34761 JOB: 01-0013318 REGISTERED UNDERGROUND STORAGE TANKS SEARCH ID: 2 DIST/DjR: 0.08 NE MAP ID: 3 NAME: BECKYS CNTRY STORE ADDRESS, 10600 CLARCONA OCOEE RD REY: 116105 APOPKA FL 32703 IDI; 489045638 ORANGE ID2: 9045638.00 CONTACT' CLIFTON BOWERS STATUS: CLOSED PHONE: (407) 656-1813 "- INFORMATION TOTAL NUMBER OF TANKS; FACILITY TYPE: DEP CO: TANK INFORMATION TANK 11D, TVI: INSTALLED: TK STAT. CAPACITY(GAL): CONTENT: PLACE: TYPE, TANK ID: TVI: INSTALLED: TK STAT; CAPACITY(GAL): CONTENT. PLACE: TYPE: 2 A - RETAIL STATION N I TANK STATUS: CLOSED DEP Co. N STAT DATE; 31 -DEC -1989 B - REMOVED 1000 Y'UNKNOWNINOT REPORTED UNDERGROUND A - RETAIL STATION 2 STATUS: TANK CLOSED DEP CO: N STAT DATE. 31 -DEC -1989 B -REMOVED 1000 Y - UNKNOWN/NOT REPORTED UNDERGROUND A - RETAIL STATION Site Details Page - 5 9 Environmental Firsdearch Site Detail Report TARGET SITE: 10711 CLARCONA OCOEE ROAD OCOEE FL 34761 JOB: 01-0013318 LEAKING UNDERGROUND STORAGE TANKS SEARCH ID: 5 DIST/DrR: 0.49 SE MAP ID: 2 NAME: RIGHT FUEL& FOOD ADDRESS: 1399 N LAKEWOOD AVE REV: 3115105 OCOEE FL 32761 IDI; 488513383 CONTACT: ID2: 8513383 STATUS: OPEN [ONE: (407) 468-1673 .vfrj7 INFO RmA177 OPERATOR: NAME UPDATED: ADDR UPDATED: BAD ADDR INDICATOR: CLEAN UP STATUS, CLEANUP STATUS DATE: RANK: RP ID, RP ROLE: RP BEGIN.. NAME: DISCHARGE INFO 9HATION DISCHARGE: DATE: POLLUTANT: COMBINED: SCORE: SCORE DATE: GAL DISCHARGED: DRINK WELLS AFFECTED: MONITORING WELLS: SOIL AFFECTED. S WATER AFFECTED: G WATJER AFFECTED: CLEANUP ELIG, CLEANUP REQUIRED: WORK STATUS: INFO SOURCE: OTHER SOURCE: SITE MANAGER, MANAGER END DATE: TANK OFFICE: UST MMRM—ATUION NEIL KAPPADIA 10-07.2002 10.07-2002 N RA - RA ONGOING 09-17-2002 1380 52351 ACCOUNT OWNER 10-07-2002 PANITA FOOD INC 2018 S CHICKASAW TRL ORLANDO FL 32825 (407)468-1673 03-30-199S B - UNLEADED GAS 70 11-20-1998 A Y E - ELIGIBLE R - CLEANUP REQUIRED ACTIVE D - DISCHARGE NOTIFICATION VAZQUEZ E PCLP48 - ORANGE COUNTY Site Delafis Page - 6 Environmental FirstSearch Federal Database Descriptions (Wl ASTM Databases: CERCLIS- Comprehensive Environmental Response Compensation and Liability -Tn-'70-_'mati0n System. The EPA's database Of current and potential Superfund siProtectiontes currentAgency.ly or previously under investigation. Source: Environmental Updated quarterly. CERCLIS-NFRAp {Archive): Comprehensive Environmental Response Compensation and Liability Xnfo=at10n System Archived Sites. The Archive designation means that, to the best Of EPA's knowledge, assessment at a site has been completed and that EPA has determined no further steps will be taken to list this site on the National Priorities List (NPL). This decision does not necessarily mean that there is no hazard associated with a given site; it only means that, based upon available information, the location is not judged to be a potential NPL site. Updated quarterly. ERNS: Emergency Response Notification System. The EPA's database of emergency response actions. Source: Environmental Protection Agency. Data since January, 2001, has been received from the National Response Center as the EPA no longer maintains this data. Updated quarterly. (W FINDS: The Facility Index System- The EPA's Index of identification numbers associated with a property or facility which the EPA has investigated or has been made aware of in conjunction with various regulatory programs. Each record indicates the EPA office that may have files on the site or facility. Source: Environmental Protection Agency. Updated semi-annually. NPL: National Priority List:. The EPA's list Of confirmed or Proposed Superfund sites. Source: Environmental Protection Agency. Updated quarterly. RCRIS: Resource Conservation and Recovery Information System. The EPA's database of registered hazardous waste generators and treatment, storage and disposal facilities. Included are RAATS (RCRA Administrative Action Tracking System) and CMEL (Compliance Monitoring & Enforcement List). Source: Environmental Protection Agency. RCRA TSD: Resource Conservation and Recovery Information System Treatment, Storage, and -Disposal Facilities. The EPA's database of RCRIS sites which treat, store, dispose, or incinerate hazardous waste. This information is also reported in the standard RCRIS detailed data. q ASTM Database Descripti -------- �Ons {continued}; RCRA COR: -Resource Conservation and Recovery Xnformation System Corrective Action Sites. The EPA's database of RCRIS sites with 4W reported corrective action. This information is also reported in the standard RCRIS detailed data. RCRA GEN: Resource Conservation and Recovery 1:nformat .Large,Quantit argee Small, and Vez7 Small ion System of RCRIS sites that create hazardous Generators. The EPA's database zardous waste or meet other RCRA requirements. Included are RAATS (RCRA Administrative Action Tracking System) and CMEL (Compliance Monitoring & Enforcement List). RCRA NM: Resource Conservation and Recovery Information System sites No Longer Regulated. FirstSearch's proprietary database of Resource Conservation and Recovery Information System's that the EPA cannot categorize. All RCRA databases are Updated quarterly R Environmental FirstSearch Federal Database Descriptions Non—ASTM Databases: HMRS: Hazardous Materials Incident Response System. This database contains information from the US Department of Transportation regarding materials, packaging, and a description of events for tracked incidents. Updated quarterly. NCDB. Nationa7 compliance Database. The National Compliance Data Base System (NCDB) tracks regional compliance and enforcement activity and manages the Pesticides and Toxic Substances Compliance and Enforcement program at a national level. The system tracks all compliance monitoring and enforcement activities from the time an inspector conducts and inspection until the time the inspector closes or the case settles the enforcement action. NCDB is the national repository of the 10 regional and Headquarters FIFRA/TSCA Tracking System (FTTS). Data collected in the regional FITS is transferred to NCDB to support the need for monitoring national performance of regional programs. Updated quarterly NIDES: National Pollution Discharge Elimination System. The EPA's database of all permitted facilities receiving and discharging effluents. Source: Environmental Protection Agency. Updated semi-annually. NRDB: National Radon Database. The NRDB was created by the EPA to taw distribute information regarding the EPA/State Residential Radon Surveys and the National Residential Radon Survey. The data is presented by zipcode in Environmental FirstSearch Reports. Source: National Technical Information Service (NTIS) Updated Periodically Nuclear: The Nuclear Regulatory Commission's (NRC) list nuclear facilities, of permitted Updated Periodically PADS: PCB Activity Database System The EPA's database PCB handlers (generators, transporters, Storers and/or disposers) that are required to notify the EPA, the rules being similar to RCRA. This database indicates the type of handler and registration number. Also included is the PCB Transformer Registration Database. Updated semi-annually. Receptors: 1995 TIGER census listing of schools and hospitals that may house individuals deemed sensitive to environmental discharges due to their fragile immune systems. i Updated Periodically 4W M A Ron -ASTM Database Desc .E�rltions (Continued) RELEASES: Air and Surface Water Releases database which have impacted only air or Updated semi-annually. . A subset of the EPA's ERNS surface water. Soils: This database includes the State Soil Geographic (STATSGO) data for the conterminous United States from the United States Geographical Survey (USGS),. It contains information regarding soil characteristics such as water capacity, percent clay, organic material, permeability, thickness of layers, hydrological characteristics, quality of draina surface, slope, liquid limit, and the annual frequency of flooding.ge, National Resources Conservation Services Soil Survey Geographic(SSURGO) database, and the USGS Digital Data Series bedrock data. Updated annually TRIS: Toxic Release Inventory System. The EPA's database of all facilities that have had or may be prone to toxic material releases. Source: Environmental Protection Agency. Updated semi-annually. Federal Wells: The United State Geographic Survey(USGS) Groundwater Inventory Sites Updated annually Envirofimental FirstSearch Florida Database Descriptions Three Florida Department of Environmental Protection databases are included under the Florida Sites list heading. They include... 1. Florida Sites List - identifies facilities and/or locations that the Florida Department of Environmental Regulation has recognized with Potential Or existing environmental contamination. This database has not been updated since 1989 2. Superfund Hazardous waste Sites - This database correlates to the NPL database and includes active, delisted, and Federal sites. Based on information provided by U.S. Environmental Protection Agency. 3. State Funded Action Sites - This database includes sites Prioritized by the State Of Florida for clean-up by the state or by potentially responsible parties. The List Status field includes SS, SFAS and SHAS. SS means site is on the Original State Sites. SFAS means site is on the State Funded Action Sites list. SHAS means site is on the State Hazardous Waste Sites list. jLID WASTE FACILITIES (SWF) The Solid Waste Facilities List is concerned with the handling Of solid waste and includes locations identified with solid waste landfilling or associated activities involving the handling Of solid waste. The Presence of a site on this list does not necessarily indicate existing environmental contamination but rather the potential. LEAKING UNDERGROUND STORAGE TANKS (LUST) The LUST database is concerned with petroleum storage tank systems and includes facilities and/or locations that have reported the possible release of contaminants. Included within this list are sites that are in the Florida Early Detection Incentive (EDI) Program, the Abandoned Tank Restoration Program (ATRP) and the Petroleum Liability Insurance Restoration Program (PLIRP). These programs support remedial action or reimbursement for those sites with environmental problems due to leaking fuel storage tanks. Some sites listed in the report have not yet been accepted in these programs. Environmental FirstSearch Florida Databases and Sources(continued) The FDEP assigns scores to the sites based on the threat to human health and the environment. The Rank is determined by the site's Score and reflects the state's Priority for remedial action on that site. Typically, the lower the Rank value, the greater the priority for remedial from the state. action UNDERGROUND STORAGE TAX" (UST) The Florida Administrative Code requires registration of underground and aboveground stationary storage tanks that contain petroleum products or hazardous substances regulated under CERCLA. Inclusion on this list indicates the Presence of stationary storage tanks and therefore the Potential for environmental problems. It does not necessarily indicate existing problems. PUBLIC WATER SUPPLY (PWS) The Florida Department of Environmental Protection Potable water System Wells 13ROWNFIELDS 4 -he Florida- Department of Environmental Protection's Voluntary Cleanup —jites WUpdated quaterly PERMITS: BROWARD county Department of Natural Resources Protection (DNRP) Databases EARLY DETECTION INCENTIVE (EDI) • Includes leaking tank sites that fall under the following categories: Early Detection Incentive (EDI) • Petroleum Liability Insurance Reimbursement (PLIRP) • Abandoned Tank Restoration (ATRP) Env±rnnmg:or,4-.i assessment And remediation(EA) ol—:5 that have been issued licenses (by DNRP) to ensure that proper assessment and remediation are applied. mmuxs,mumn "KTnvn.,ft___D and ABMVrr-'Of%TTL1n STORAGE TANKS (ST) 1—r— -s inventory of Underground and Abov Broward County. 79rOund 'Storage Tanks in Environmental FirstSearch Florida Databases and Sources(continued) Hazardous MATERIALS(KH) This database includes sites that are involved in some way in the handling of hazardous substances or wastes. Due to the activities relating to the handling of hazardous substances or waste, these sites Possess the potential for environmental contamination. DADE county Department of Environmental Resource Management (DERM) Databases ENFORCEMENT CASES(ENF) Includes sites that have been notified and/or investigated by Dade County to determine if any cleanup activity is necessary. Leaking Underground Storage tanks make up the bulk of this database, but other types Of sites include: unauthorized air emissions, unauth- orized storage facilities, and site specific spills. UNDERGROUND STORAGE TANKS (UT) DERM 's inventory of Underground Storage Tanks in Dade County. FUEL SPILL CASES (FSpILL) DERM 's listing of spill cases in Dade County. It consists mainly of underground tanks. INDUSTRIAL Waste (IW) IW2 - Facilities with reclaim systems or holding tanks. IW3 - Facilities with pretreatment or treatment systems that discharge to sewers less then 25,000 gal. per day. IW4 - Facilities that operate treatment systems that discharge to open ground. (Permits are no longer issued to facilities that discharge to open ground.) INDUSTRIAL waste(Iws) This database consists of Industrial Waste type 5. It is similar to the USEPA 's RCRA database (RCRIS) and includes sites that are involved in some way in the handling of hazardous and/or non -hazardous waste. Due to the activities relating to the handling of hazardous substances or waste, these sites Possess the Potential for environmental contamination. Hazardous Waste(HW) Sites with confirmed soil or groundwater contamination. Environmental FirstSearch Federal Database Sources CERCLIS: The EPA's Comprehensive Environmental Response Compensation and Liability Information System database. Updated quarterly CERCLIS NFRAP: The EPA's Comprehensive Environmental Response Compensation and Liability Information System archived sites. Updated quarterly ERNS: The EPA's Emergency Response Notification System. quarterly Updated FEDRThe EPA's Section Seven Tracking System. Updated Quarterly FINDS: The EPA's Facility Index System. Updated as new data becomes available RMIRS: The EPA's hazardous Materials Incident Response System Updated quarterly NCDB: The EPA's National Compliance Database. Updated quarterly NPDES: The EPA's National Pollution Discharge Elimination System Tp -dated quarterly NPL: The EPA's list of confirmed or proposed Superfund Sites Updated quarterly NRDB-. The National Technical Information Service' abase s National Radon (W -elated as new data becomes available NUCLEAR: The Nuclear Regulatory Commission's list of permitted nuclear facilities. Updated periodically PADS, The EPA's PCB handlers database. Updated quarterly RCRA COR: The EPA's Resource Conservation and Recovery Information System's corrective Action Sites. Updated quarterly RCRA GEN: The EPA's Resource Conservation and Recovery Information System's Generators and Transporters. Updated quarterly RCRA NLR: FirstSearch's Proprietary database of Resource Conservation and.Recovery Information System's that the EPA cannot categorize. Updated quarterly RCRA SD: The EPA's Resource Conservation and Recovery Information System's Treatment, rm Storage, and Disposal facilities. Updated quarterly RECEPTORS: The 2002 Census listing of schools and hospitals Updatedasnew data becomes available RELEASES: The EPA's ERNS air and surface water releases. quarterly Updated The EPA's Toxic Release Inventory system. Updated quarterly Environmental FirstSearch 4W Florida Database Sources BROWNFIELDS (13F) The Florida Department of Environmental Protection's Voluntary Cleanup Sites Updated quaterly LEAKING UNDERGROUND STORAGE TANKS (LUST) The Florida DEP Tank �Facility Discharge Information Updated quarterly OTHER (OT) The Florida DEP Dry Cleaning Facilities/Priority Ranking List and Cattle Dipping Vats. The Florida Geographic Data Library sink Holes of Florida Updated Quarterly PERMITS (PE) Broward County and Dade County DERM enforcement cases, storage tanks, industrial waste, fuel spill cases and hazardous waste permits Updated quarterly RELEASES (RL) Not available 90 SPILLS (SP) The Florida DEP Contamination and Cleanup Reports Updated quarterly 80 SPILLS (80) The FloridaP Contamination and Cleanup Reports bpdated quarterly STATE SITES (ST) The Florida DEP Florida Sites lists of Superfund Hazardous Waste Sites and State Funded Action Sites. Updated quarterly. SOLID WASTE LANDFILLS (SWL) The Florida DEP Solid Waste Facilities List Updated annually UNDERGROUND STORAGE TANKS (UST) The Florida DEP Storage Tank and Petroleum Contamination/Cleanup Monitoring Updated quarterly GIS Sources AREAS OF CRITICAT. ENVIRONMENTAL CONCERN (ACEC) Not available AQUIFERS (AQ) Not avail -able STATE WELLS (PETS) The Florida DEP Potable Water System Wells � Updated annually I IN Environmental Firsdearch Street Name Report for Streets within .25 Mile(s) of Target property TARGET SITE: 10711 CLARCONA OCOEE ROAD OCOEE Fl, 34761 JOB: 01-0013318 Street Name Dist/Dir Street Name DistlDir 10th Ave 0.22 SE 2nd Ave U4 NE 3rd Ave 0.03 NE 4th Ave 0.04 NE 5th Ave 0.04 NE 6th Ave 0.05 SE Angola St 0.15 NE Butler Ln 0.23 SE Carpet St 0.03 NE Clarcona Ocoee Rd 0.00 -- Fullers Cross Rd 0,00 -- Harris Rd 0.12 SE Northern Durango Ave 0.24 SE Peters Ave 0.24 SE West Rd 0.01 SW I IN Environmental FirstSearch I We Radius from Area Single Map: 10711 CLARCONA OCOEE ROAD, OCOEE FL 34761 En exw FIRSTS Source: 2001 U.S. Ceww TIGER File$ AmPolygon ...... . .. .............................. . . . ................. ified Site, Multiple Sites, Receptor---..... .......... NPL, BrOwnfield, Solid Waste L40drill (SWL) or Ha=rdous Waste ............ LRailroads . ................ . ..................................... . . . .... . ........ .. . ... . ... . ..... Black Rings Represent 114 Mile Radii; Red Ring Represents 50o ft...Radius Environmental FirstSearch I Mile Radius from Area ASTM Map: NPL, RCRACOR, STATE Sites 10711 CLARCONA OCOEE ROAD$ OCOEE FL 34761 FIRST,, I ISOurce: 2001 U.S. Census TIGER File$ Asea Polygon .„...».„.»..,, . .. . .................. dfied Site, Multiple Sites, Receptor.„ ................. i NPL, Brownfield. Solid Waste Landfill (SWL) or Hannfous Waste Railroads... ....... ......................... ... . . ....... . ... L Black Rings Represent 114 Mile Radii; Red Ring Represents Soo (k. Radius Environmental FirstSearch .5 Mile Radius from Area ASTM Map: CERCLIS, RCRATSD, LUST, SWL 10711 CLARCONA OCOEE ROAD, OCOEE FL 34761 Source: 2001 U.S. Census TIGER File, AreaPolygon.._..._ ............................. .. ..... . .............. .. ED tilied Site, Multiple Sites, Receptor........ .................... a 0 4 NPL- Sm-ficid, Solid Waste Landflill (SWL) at Hazardous Waste Railroads..............................................»............ . . .. . . . .... . ... Black Rings Represent 1/4 Mile Radii; Red Ring Rcprcsc=soDfk. Radius Environmental FirstSearch .25 Mile Radius from Area ASTM MW RCRAGEN, ERNS, UST 10711 CLARCONA OCOEE ROAD, OCOEE FL 34761 Source: 2001 U.S Census TIGER Files AreaPolygon ..... . ............................. . ........ ................ F ltfied Site, Multiple Sites, Receptor ................». ......... I Brownfield, Solid Waste Landfill (SWL) or Hazardous Railroads...»..._....._.......................................... Black Rings —P—CUt 1/4 Mile Radii, Red Ring RcPrcscilts 50011 Radius Pmj CA, Environmental FirstSearch 31 .25 Mile Radius from Area Nan ASTM map: spuis go 10711 CLARCONA OCOEE ROAD, OCOEE FL 34761 K3 Source: 2001 U.S. Census TIGER Files AreaPolygon ....».... ............ . ........... ... . ... ................... tified Site. Multiple Sit=, Receptor ...... ........ a 0 1w NPL. BrQ-fjgld. Solid Waste Landfill (SWL) or Hazudous Waste .......«„.M9 (W National Historic Sites and Landmark Sims .............„...._»..»_» ................. III MI SoilSites ..................................... . ...... ... . ....... ........... ..... . . . .. .. . Railroads ............ ............................. Blick Rings Represent 1/4 Mile Radii; Red Ring Represents 500 fL Radius m APPENDIX E 3 14 map Uenterpoint: -81.54045, 28.60129 Map Produced: Thu Apr 2105:33:00 2005 ESRI/FEMA Project Impact Hazard information and Awareness Site http://Www.esri-com/hazards http://mapserver2.esri.comlcgi-binlhazard.adol?s=O&cd=x&p--l&c-81.540445,28.60l29... 4/21/2()o5 76 -Acre Clarcona Ocoee Ah cotruscitrss tApoweraa CW sUSGg WeW�ndOats �d Ir1atlX CCppl� =: � �4a�tld4 (SIIYiI 1e0KU3 Staten 4% e kbntlare r>ab coitus We rwnd PEM1A Polygons PAWrtr PikIA ad rNr1114 a.pwow ®iM W4»nnnd ` r' Y4Ytl'"dNr oeoard"w"` 1 �^ � FFo iFel« �ddliiu�ub 0m9tl - FnsrnrtldrPard Lake r ® Oartlr IQ RAnrins ED This m� is a user generated stat,_ output from an 1nIemat mapping aIle and is for general referenatl only, Data layers that appear on thls map may or may not be accurate, current, Or otherwise reliable. THIS MAP IS NOT TO BE USED FOR NAVIGATION. NrP C tlf'2Z'24,tl1' W, N Map Scale Unavailable (unprojected r data) Jackson Levy Iachua I F Marion DCA Radon Protection Maps for New Single Family Homes cnrus and Duplexes H mond, Counties with areas where the addition of radon resistant construction features 111sb01 are recommended to prevent radon P roblems (AfIore th 5% f Polk p an o new homes Manatee Hardee are expected to have annual average radon levels above the EPA action level Sas DeSoto In the Identified areas.) harl°tti E Fewer than 5% of new homes In theses counties are expected to have elevated radon levels, so no additional radon resistant construction techniques are recommended to prevent radon problems. Osceola http://www.doh.state.fl.us/environment/community/radon/graphics/dcaresmp.gif 4/21/2005 Jackson Taylor St: �. ilchrl Dixie Alachua Putnam Levy Marion QGA Radon Protection Iiia s carus� I� for Large Buildings H mandc Counties with areas where the addition , Pasco of radon resistant construction features msbor are recommended to prevent radon PI lie 11 problems. (More than 5% of new large I buildings are expected to have annual Menai average radon levels above the EPA action level in the identified areas.) ® f=ewer than 5% of all new large buildings in these counties are expected to have elevated radon levels, so no additional radon resistant construction techniques are recommended to prevent radon problems. Osceola Polk Hardee DeSoto _ Ighland LSt. L e Martin Palm Beach Broward http://www.doh.state.fl.us/environment/community/radon/graphics/dcalrgmp.gif 4/21/2005 I APPENDIX F 1' y I 1 y4 t It qq 13 ,... _. .�T:.r.... _.,yam; �...,.M... i I 1 S I 07 P 1� + c4 �. . � f\. to ••y'r4iwr 14�y �t� • f�l�%If,�; � W ?; 1 _ 1 ` Ir it 2t j �ftl � * _ •�'. ..q J PHOTOGRAPH 4. View of Forest Lake golf course located on adjoining property to the east, north of Clarcona Ocoee Road. APPENDIX G C1 Inter Relationship to INTERVIEW RECORD Tompn w ontgs' Have you owned the suFj—ect prape f fiiiz-a'r-dGu'-s Mval'euri'ajtsaa?ttVe"'suteA CT proI's pe or4e-r storagie or use ofpetroleum�products or 3. Are ou awar fpny environmental concerns associated with the subject o adjoinixg prope ies. property or 4. Arun ware f a Rpstpendin 0 War US c en releva War US% is or pe (W, Are You are of an govergent i 9a-zardous s2stances - A r petro earn p FTWT17- 6. (Client? Who would you like to be listed in the reliance section of the report? ---- or�admigistratyge zc?roceedh*n or from t e su le prooe vq re ding viol itions liabilities relating to aPKesubjecPprope Y$ �caw many copies of the report do you desire? To whom should they Client) Can youprovidea site plan and/or a legal interviewer 9. Are there any locked improvements/strlictures at the subject property? -- ho provides water e r to th I I I L_ . ,subject 11. Has tli-er—e- been a previous Environmenta 12. Can you provide a chain of title? 13. Who is the current owner of the subject property? How long? 14. Who is the Property manager? 15 What is the intended use of the subject property? lof ki 0 4W -NZ5 - 10. Are there any liens against the subject property? -- 17. - YOU Provide a copy's Do you have any knowledge of any other environmental concerns not mentioned? .18. Is the sale price comparable to similar properties in the area? I I I Cli Inter Relationship to F Commantc- INTERVIEW RECORD Interviewer � r r REFERENCES American Society of Testing and Materials, May 2000, Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process, Designation E 1527-00, 27 p. Florida Department of Community Affairs Radon Protection Map. 2004. Available on-line at: hftp:/ANww.doh.state.fl.us/enVironmentifacility/radon/ Florida Department of Environmental Protection, GIS Section, Orange County Ethylene Dibromide Delineation Map. February 1995. Florida Department of Natural Resources, Areas of Natural Recharge to the Floridan Aquifer in Florida, Map by J. W. Stewart, Tallahassee, Florida, 1980. Federal Emergency Management Agency and Environmental Research Systems Institute, Inc. Flood Hazard Map. Available on-line at hft2:Z*ww.esri.com/hazards/makemaD'html OCULUS Database, FDEP Regulatory Files Review, available on-line. Orange County Public Works Department, Aerial Photograph Collection, photographs dated, 1939, 1947, 1958, 1963, 1967, 1971, 1975, 1981, 1984, 1987, 1990, 1994, 1997, 2000, 2003. United States Department of Agriculture Soil Conservation Service, Issued August 1989, Soil Survey of Orange County, Florida. 4W United States Department of the Interior Geological Survey, "Winter Garden, Florida" Quadrangle Map, 7.5 Minute Series. Expertise Academic Background Certifications/ Training General Experience Work Experience '00grulfull mammals I-Osting * Geophysical Services Environmental Sciences * Geotechnical Engineering Biographical Data MARY H. BRUNO Environmental Project Manager findustrial Hygienist Industrial Hygiene Services, Environmental Sciences B.S., 1998, Environmental Science, University of Houston at Clear Lake Welland Delineator and Management Certification Global Positioning Systems Surveying and Mapping Practical Surveying with Global Positioning System Opacity Reading — Visible Emissions Evaluation Asbestos/Lead-Based Paint Inspector (inactive License) Comprehensive Industrial Hygiene Review Course, 2003 Ms. Bruno has worked In the environmental consulting industry for over ten (10) years. Ms. Bruno has conducted hundreds of industrial hygiene related projects, which include mold/bacteria investigation and management indoor air quality studies, noise surveys, health and safety plan development, heat stress studies, water quailty studies, chemic and storage analysis, regulatory compliance, and Naturally 0 allrivento ry Occurring Radioactive Materials surveys. Typical properties/clients have included metal extruding facilities, fat refining facilities, office/warehouse facilities, retail centers, high-rise buildings, medical facilities, financial Institutions, and residential dwellings. Ms. Bruno has performed hundreds of Phase I Environmental Site Assessments (Phase I ESA) throughout the United States utilizing ASTM E 1527 and ASTM E 1528 as guidance as well as client provided Phase I ESA protocols. Typical properties/clients have included industrial warehouse, light -industrial facilities, high-rise buildings, commercial properties, retail shopping centers, multi -family residential housing, and undeveloped land. Project responsibilities Include a review of any existing environmental reports, a visual assessment of the property, a review of selected public records concerning the property and adjacent properties, and final report presentation with conclusions and recommendations. Phase 11 ESAs have included remediation design and Health and Safety Planning for similar client types. Ms. Bruno has conducted hundreds of asbestos and lead-based paint Surveys. Typical properties/clients have included public and private schools, medical facilities, high-rise buildings, commercial properties, retail shopping centers, and multi -family residential housing. Project responsibility included the visual inspection for suspect -asbestos containing building material, collection of bulk samples, analyses of laboratory results, and report findings. In addition to building inspections, under the supervision of a licensed individual consultant, Ms. Bruno has prepared and/or coordinated recommendations, cost estimate for removal, abatement specifications, final abatement clearance reports, and operations and maintenance programs, Ms. Bruno was Staff Environmental Scientist for an international environmental firm. Her duties included project administration, field investigations, project coordination, proposal preparation, client contact, and project budgeting. She also worked for a substantial engineering and environmental sciences firm with responsibilities similar to the aforementioned. Ms. Bruno was an Environmental Professional (Technical and Logistics Manager) providing independent consulting services for a large, comprehensive lead-based *Committed to Service - •• .• .•—rr materrats testing • Geophysical Services Environmental Sciences • Geotechnlca l Engineering Biographical Data paint survey of over seventy (70) school campuses. Her services included providing litigation support for a large school district. Ms. Bruno also served as industrial Hygiene Program Related Leader/Manager for an environmental consulting firm. Projects Industrial Hygiene Services, Personal and Area Sampling, Various Hughes Supply Sampling for Metals, Total VOCs and limited Mold at the referenced properFacilities, Orlando, Florida. Ms. Bruno provide Industrial Hygiene Services Services with Air ties. included a walkthrough building assessment of the subject property for the purpose of preparing a sampling plan; Conducting full (8 -hour) personal breathing zone air sampling for a panel of eight (8) metals associated with soldering operations on one (1) client -selected employee; Conducting area sampling for a panel of eight (8) metals associated with soldering operations in two (2) areas; Conducting area sampling for total volatile organic compounds (VOC) associated with the plastics operation in two (2) areas; Collecting up to two (2) samples for laboratory analysis including air samples, culture plate samples, bulk samples, tape -lift samples, and/or swab samples. • Preliminary Indoor Air Quality Assessment, industrial Park Area, Orange County, Florida. Ms. Bruno provided preliminary Indoor Air Quality assessment services at the referenced site location. The subject building is approximately 10,000 square feet. The study was limited to the office area of the building, Ms. Bruno assessed the current conditions within selected locations within the facility for potential problems that may result in poor indoor air quality, mold proliferation, and/or specific conditions which may result in (W moisture intrusion. The final report included recommendations for improvements and/or remedlation if warranted, as well as recommendations for additional study, if warranted, and a rationale for those recommendations. Phase I Environmental Site Assessment (ESA), Sadler Road Site, Intersection of Sadler Road and U.S. Highway 441, Orange County, Florida. Ms. Bruno conducted an environmental site assessment of the subject property. The purpose of the proposed site s assessment was to evaluate current potential toxic or hazardous chemical expoures associated with the property. The Phase I ESA followed ASTM E 1527 -aa and included: (1) a review of environmental records to assess past uses and the potential for past on-site hazardous waste disposal; (2) a site reconnaissance to evaluate existing site conditions; (3) review of historical aerial photographs and land uses; and (4) a written report that documents work performed, the results of the assessment, and conclusions and recommendations. Universal Office Orlando, Florida Years with Universal 0 (2005) Years with Other Firms 10 `COMMI ted to Service- ■��� ­­. - 41101ffrram r esting • Geophysical Services Environmental Sciences • Geotechnical Engineering Biographical Data MICHAEL J. GEDEN, P.G. Project Engineer Expertise Environmental Project Management, Feasibility Studies, Site Remedial Actions Academic Background B.S., Earth Science, Northeastern Illinois University, Chicago, Illinois Registrations Professional Geologist, Florida No. (PG408), (1988) Professional Geologist, Indiana (1985) Professional Geologist, Arkansas (1988) Professional Geologist, North Carolina (1987) Certifications Employee Development Course in Hazardous Materials and Site investigations Trained in Hazardous Waste Cleanup and Disposal Techniques, 1983 Short Course, Ground Water Modeling, NWWA, 1985 Short Course, RCRA Rules and Regulations, Government Institutes, 1991 Experience Mr. Geden has over twenty-four (24) years of professional experience in conducting and managing multiple groundwater investigations, site assessments, risk assessments, feasibility studies and site remedial actions. Project components have included literature and record searches, design and implementation of field assessment programs including installation and sampling of soil borings and groundwater monitor wells, geophysical investigations, single and multiple well aquifer testing, groundwater modeling and report preparation. Sites involved include those on the National Priorities List (NPL), RCRA, industrial, residential and open land. Clients have included the federal government, state, Related county and municipal governments and private industrial concerns. Projects PETROLEUM SITES Managed Assessment and Remedial Actions, Former Defense Fuels Supply Point, Lynn Haven, Florida. This facility formerly provided bulk fuels to Tyndell Air Force Base, but is currently being decommissioned. Site activities have included removal of bulk fuel storage tanks and the railroad network, delineation of petroleum contamination within the soils and groundwater and the installation of groundwater and soil remediation systems. Active remediation at the site includes dual-phase groundwater recovery, standard recovery wells, and air sparging. Soils at the site are also undergoing enhanced bto-remediation. Recovered groundwater is treated in an on-site stripper and is then returned via infiltration galleries and spray fields. idianaged Assessment and Remedial Actions, Defense Fuels Supply pointy MacDill Air Force Base, Tampa, Florida. This operational facility provides bulk fuels to the Air Force Base. Site activities have included delineation of petroleum contamination within the soils and groundwater and the installation of groundwater remediation systems. Refurbishing of the bulk storage tanks by the Air Force allowed for the installation of an air sparging system under the tanks which are currently operational. Contaminated soils in the basins and at the Pumping facility are being addressed as the refurbishing of the facility continues, product recovery has been completed at two locations and the installation of additional groundwater remedial systems are progressing. Commiffed to Service" --8 Frowler"c"s nGchal Services EnvironmenrarScienceseo emc�egneenng Biographical Data tlAZ4RDOUS WASTE SITE ADMIN/STRATTON/ASSESSMENTS/REMEDIATION NPL Site, Operations and Management (O&M), DeLand, Florida. Mr. Geden is currently Providing complete site management services ata local NPL site including re -instrumentation of operating remediation system, installation of telemetry system to eventative maintenance allow remote monitoring of system operation, weekly, monthly and quarterly O&M and pr operations, preparation and implementation of a new O&M manual, all monitoring points and regulatory reporting. semi-annual sampling of Supplemental Field investigation, NPL Cleanup Site, DeLand, Florida. Mr. Geden is currently managing this project EPA requested the collection of additional data to better define extent of contamination. Responsibilities include collection of groundwater data utilizing the GeoProbe Membrane interface Probe and Electron Capture Detector, completion of multi -aquifer pumping test, installation of deep aquifer monitoring oints and the clection of discrete depth groundwater samples utilizing dispersion samplig equipment. Second phase of effort requires installation of FLUTe sampling technology to determine location of DNAPL within the interbedded sands, silts and clays of the confining layer. Information Management for Ongoing NPL Assessment, Alabama Army Ammunition Plant, Childersburg, Alabama. Mr. Geden is currently providing CERCLA Oversight, Community Relations, Closure Report Preparation, Administrative Records, Site Management Plan, DOD Property Transfer for this project. Mr. Geden has been involved in assessment activities at the installation since 1981 and have participated in the prepara#ion of Remedial Investigation Reports, Feasibility Studies and Risk Assessments. Current tasks involve the review of the Community Relations Plan and maintaining the Community Outreach Program. Mr. Geden is also assisting in the preparation of the site -wide Record of Decision, and the maintenance of the Site Management Plan and Adm inistrative Records for the site. Mr. Geden coordinates partnering meetings with each of the project stakeholders which include EPA, ADEM, AEC, USACE, IOC, AMC, CHPPM, the local community, and the Prime contractors. • Remedial Action Operations and Maintenance, Sherwood Medical Industries NPL Site, Deland, Florida. Mr. Geden is responsible for total operation of all selected remedies at the Sherwood Medical NPL site in accordance with two approved Records of Decision (ROD). As Project Manager, Mr. Geden represents the interests of the client directly to the EPA in operational matters. Additionally, Mr. Geden is responsible for the bi-annual collection and analysis of groundwater samples from all site monitoring wells inthe surficial and the Floridan aquifer and from residential wells surrounding the site. Water elevations are measured in all wells and potentiometrfc and contaminant isopleth maps are developed. All data is compiled into semi-annual reports which are submitted to the Florida Department of Environmental Protection and the United States Environmental Protection Agency, Region IV. Publications Denahan, S. A., Gregory, R. G., and Geden, M. J. The Slug Test A Ground Water Quality Management Tool. National Water Works Association, Conservation and Regulation of Ground Water Resources Conference, 1983. Isaac, R. B., Sparlosu, D., Samson, C., Gray, K. F., Cox, C. H., Geden, M. J. A Partnering Effort that Expedited the Remedial Action Process at the Alabama Army AmmunitionPlant National Defense Preparedness Association, 22nd Environmental Symposium and Exhibition, 1996. "Committed to Service" I est/ng' Geophysical services Environmental Sciences - Geotechnical Engineering Biographical Data Geden, M. J. Partial Defisfing of the Alabama Army Ammunition Plant. National Defense Industrial Association, 24th Environmental Symposium and Exhibition, 1998. Geden, M. J. Alabama ArmyAmmunition Plant - Area A, A CERCLA Case Study. Executive Enterprises Environmental Regulation Course, 1998. Geden, M.J., Nadolishny, A. Application of the Toolbox Approach and a Dynamic Workplan Universal for Expedited Delineation of a Solvent Plume. Florida Remediation Conference, 2002. Office Orlando, Florida Years with Universal 1(2005) Years with Other Firms 24 Committed to Service - Parcel Number 05-22-28-0000-00-004 DCPA Web Map Major Roads -- — PropGaed Ras Otock LMS mora ;—� Cornutio Institutional t J ei o Gedi Caur5o Ponca tumpl" Public Reade " Bftick Road Lot Line &,aver I el LA Irtetltulionat 15roste LandRlvate LaY.ee anc 41IRC interstale a Galed Roade Rall Road RseMentul Cdrnl; � IRdLbtne!trfa County .. �.1 Boundary 8UI!dICp W9c:ant Lana Toll Road e. Roaandairuuncdtle�rn Propneed gn�ultureu>Ralt Agnoulturai Parke ©Ho! ital curtllage Courtesy Rick Singh, CFA, Orange County Property Appraiser !i �rrfgal+ f anrdq i �br,rt rnr :, tit, A.. 0A Lrw0 .1 Created: Tue Mar 06 2018 10:44:20 GMT -0500 (Eastern Standard Time) This map is for reference only and is not a SUrve i Parcel Number 05-22-28-0000-00-046 OCPA Web Ma Map MajcrRo3da -- --• Proposed Ra? Block LMe i Commetcrau lnat)tullonal Hydro Goff Course Rano 3 tumplNs PUNIC Reads OffCk Rcad La! Lint uorel nn•.ent.atr institutional, 1�lasta Lend i Lakes and a #ll Pr, Rivers Intere+91e a Ga/ad Roads Rall RoadRealdenti3l r---' Commewsh, In'duatrI91`. County Bul:dlrp .. _._ u Vacant Land BaunOarl - Toll Road e: Road Under Con?tructl"n proposed iunRall Agncurtural Psr►.a ® Hospital Curtilage 4 1 4 Courtesy Rick Singh, CFA, Orange County Property Appraiser A t.. 0 Gw 11;--- C404 Yl- 'xc l'rots Int N Laksw*W Av..- .;.. 0 ,*x k ,'I'. +k :. +$ Created: Tue Mar 06 2018 10:47:12 GMT -0500 (Eastern Standard Time) This map is for reference only and is not 'A' a 4 1 4 A A k A t l .;.. 0 ,*x k ,'I'. +k :. +$ Created: Tue Mar 06 2018 10:47:12 GMT -0500 (Eastern Standard Time) This map is for reference only and is not 'A' Parcel Number 05-22-28-0000-00-040 OCPA Web Map MajcrRe.3de atateed Rea — F' aleck Line __ ___. cornntercrau Institutional '-- HxiCrc GC it Course Flcnua 1� iumpim Public Road Brsck R.ad Lot Line c.araroin dn(yrt Institutldnav �_ W33te Land Lakee anti tiller Rivers interstate a Gated Roads Rall Road i Reeldeotral CIndueMaro iltrIPrsl! County BUIrstlrva � Bdunosrj Vacant Land Toil Road r. , Road Under onetructivn Proposed -- SrzrRall Agri UR x Agnsulturai n Pane � tio_sp ttal cur -nage Courtesy Rick Singh, CFA, Orange County Property Appraiser V YT` Cl awn Pia nt Art. -(As, t"tmil Wxy w)Lwns West Llbd Reflais4ance c. *y M11, K.enats6311r / Otaitai 3thod Chwtar at CIO*" Pant ChCC4 at xoarn Pcgnt „ trn N"t,, I , F#catda A Ito ext �;rP.X'I",,.y11 . . : VP" Vol" • twi11r19;�ty n �CI''_•LxG 9tlt �. M " N t4rs! 1�x4�i+r Created: Tue Mar 06 2018 10:41:00 GMT -0500 (Eastern Standard Time) map is for reference only and is not a ., uwvc, RICK SINGH, ffA - ORANGE COUNTY PROPERTY APPRAISER d0 Searches I 51 Sales Search Property Record Card 4 My Favorites Sign up for e -Notify... 10711 N Lakewood Ave < 05-22-28-0000-00-004 > Nvt (5) Buchman Beryle S 90/500 int Carol A Cole Trust No 162.5/500 Int Thomas E Cole Trust No 162.5/500 Salomon Elise A 40/500 Int Solomon Robert B 40/500 Int 4 More... P,q—ty Name N/A. Click information icon to contribute. Mailing Add,,,, Or; File 2124 65Th Ave Greeley, CO 80634-7907 Incorrect Mailing Address? View 2017 Property Record Card Physical Street Add,LS 10711 N Lakewood Ave Postal City and Zipcode Ocoee, FI 34761 Pmj,mity Use 5420 - Timberland Planted M-topality Ocoee Property FeaturesValues, Exemptions and Taxes �Sales Analysis11 Location Info11 Market Stats ° Update Information Historical Value and Tax Benefits , Tax Year Values Land Building(s) Feature(s) Market Value Ag Benefits Assessed Value 2017 Public Schools: By State Law (Rle) $1,460,952 + $0 + SO = $1,460,952 (12%) $1,442,040 = $18,912 (o%) 2016 ®® $1,300,200 + $0 + $0 = $1,300,200 otim - $1,281,288 = $18,912 (0%) 2015 Orange County (General) $11182,000 + $o + $0 = $1,182,000 (674) - $1,163,088 = $18,912 (o%) 2014 a ® $709,200 + $0 + $0 = $709,200 $690,288 = $18,912 (-2.99%) Tax Year Benefits Library -Operating Budget $18,912 $0 Ag Benefits Tax Savings 2017 Moo $7.092% St Johns Water Management District $18,912 $1,442,040 $26,254 2016 a ® Kis 1 % t $1,281,288 $24,009 2015 Moo $344.33 $1,163,088 $22,378 2014 ® - ® $690,288 $13,279 2017 Taxable Value and Certified Taxes TAX YEAR 1 2017 , 2016 , 2015 • 2014 Taxing Authority Assd Value Exemption Tax Value MlBage Rate Taxes % Public Schools: By State Law (Rle) $18,912 $0 $18,912 4.2220 {-7.47x) $79.85 23% Public Schools: By Local Board $18,912 $0 $18,912 3.2480 (oem) $61.43 18% Orange County (General) $18,912 $0 $18,912 4.4347 (o.00%) $83.87 24% City Of Ocoee $18,912 $0 $18,912 5.6546 (-2.99%) $106.94 31% Library -Operating Budget $18,912 $0 $18,912 0.3748 gw%) $7.092% St Johns Water Management District $18,912 $0 $18,912 0.2724 (•s.s8%) Kis 1 % 18.206S $344.33 2017 Non -Ad Valorem Assessments Levying Authority Assessment Description Units Rate Assessment CITY OF OCOEEOCOEE STORM - DRAINAGE - (407)905-3170 5673,60 E1.00 $5,673.60 $5,673.60 2017 Gross Tax Total: $6,017.93 2017 Tax Savings Tax Savings Your property taxes without exemptions would be: $26,598.82 Your ad -valorem property tax with exemptions is: - $344.33 Providing You A Savings Of: _ $26,254.49 This Data Printed on 03/06/2018 and System Data Last Refreshed on 03/05/2018 View 2017 Property Record Card Property Features Values, Exemptions and Taxes Sales Analysis11 Location Info 11 Market Stats r' Update Information Historical Value and Tax Benefits 2017 Tax Breakdown Tax Year Values RICK 81N6H, (TA - ORANGE CKM PROPERTY APPRAISER Building(s) party R,ac,,� $My Favorites Sign up for e -Notify... i Searches 9 Sales Search WeStbridge Ct <05-22-28-0000-00-046> N;,mE(,) Phy,iwl Str dt Add,,, Buchman Beryle S 90/500 Int Westbridge Ct Carol A Cole Trust No 1 62.5/500 Int Poscd City and Lpcod, Thomas E Cole Trust No 162.5/500 Apopka, FI 32703 Solomon Elise A 40/500 Int PMp,,rty U'P Solomon Robert B 40/50D Int 5420 - Timberland Planted 4 More... IMAGE UPIOAO Municipality Property Name Ocoee N/A. Click information icon to contribute. - $31,098 Mailing Addra s bn PIIr 2014 ® ® 2124 65Th Ave + $0 Greeley, CO 80634-7907 $31,950 Incorrect Mailing Address? = $852 View 2017 Property Record Card Property Features Values, Exemptions and Taxes Sales Analysis11 Location Info 11 Market Stats r' Update Information Historical Value and Tax Benefits 2017 Tax Breakdown Tax Year Values Land Building(s) Feature(s) Market Value Ag Benefits Assessed Value 2017 ®® $54,848 + $0 + $0 = $54,848 (3.0%) $53,996 = $852 (o%) 2016 ®® $53,250 + $0 + $0 = $53,250 (67%) - $52,398 = $852 (a%) 2015 ®® $31,950 + $0 + $0 = $31,950 (o%) - $31,098 = SSS2 (o%) 2014 ® ® $31,950 + $0 + $0 = $31,950 $31,098 = $852 Tax Year Benefits $0 $852 0.3748 pm%) Ag Beneflts Tax Savings 2017 ® $0 $852 0.2724 (-5ss%) $53,996 $983 2016 ®- ® 18.2065 $52,398 $982 2015 ® ® $31,098 $598 2014 ® ® $31,098 $598 2017 Taxable Value and Certified Taxes TAX YEAR 12017 - 2016 • 2015 • 2014 Taxing Authority Assd Value Exemption Tax Value MLBage Rate Taxes % Public Schools: By State Law (Rle) $852 $0 $852 4.2220 (-7A7%) $3.60 23% Public Schools: By Local Board $852 $0 $852 3.2480 gow) $2.77 18% Orange County (General) $852 $0 $852 4.4347 (o.00%) $3.78 24% City Of Ocoee $852 $0 $852 5.6546 (-2.99%) $4.82 31% Library -Operating Budget $852 $0 $852 0.3748 pm%) $0.322% St Johns Water Management District $852 $0 $852 0.2724 (-5ss%) $0.23 1 % 18.2065 $15.52 2017 Non -Ad Valorem Assessments evying Authority Assessment Description units Rate Assessmen :ITY OF OCOEE OCOEE STORM - DRAINAGE - (407)90S-3170 255.96 $1.00 $2SS.94 $255.91 2017 Gross Tax Total: $271.48 2017 Tax Savings Tax Savings Your property taxes without exemptions would be: $998.59 Your ad-vatorem property tax with exemptions is: - $15.52 Providing You A Savings Of. _ $983.07 This Data Printed on 03/06/2018 and System Data Last Refreshed on 03/05/2018 RICK SIN611, CFA - ORAWE COUNTY PROPERTY APPRAISER i Searches Sales Search Property Record Card 1 4 My Favorites Sign up for e'Notify.,. Clarcona Ocoee Rd < 05-22-28-0000-00-040 > Na-(') Physical Stwo Address Buchman Beryle S 90/500 Int Clarcona Ocoee Rd Carol A Cole Trust No 1 62.5/500 Int Postal City „d zit ode Thomas E Cole Trust No 162.5/500 Apopka, FI 32703 Solomon Elise A 40/500 Int P"' ty Use Salomon Robert 8 40/500 Int 5420 - Timberland Planted 4 More... IMAGE UPLOAD + $0 = $59000 (67%) Mnni pAly Prc•r _,Iy Nnme Ocoee N/A. Click information icon to contribute. + $0 Mailing Address On rile $346,896 = $9,504 2124 65Th Ave $9,504 Greeley, CO 80634-7907 (-2.99%) Incorrect Mailing Address? 2017 View 2017 Property Record Card ^� �� �� ��� r1 Update Information Propertypeatures Values, Exemptions and Taxes Sates Analysts Location Info Market Stats Historical Value and Tax Benefits Tax Year Values Land Building(s) Feature(s) Market Value Ag Benefits Assessed Value 2017 ®® $673,002 + So + $0=$673,002 no%) $663,498 = $9,504 (o%) 2016 ® CM $653,400 + $0 + $0 = $653,400 (1ox) - $643,896 = $9,504 ON 2015 ®® $594,000 + $0 + $0 = $59000 (67%) $584,496 = $9,504 (o%) 2014 0 CM $356,400 + $0 + $0 = $356,400 $346,896 = $9,504 Tax Year Benefits $9,504 5.6546 (-2.99%) Ag Benefits Tax Savings 2017 ® - ® $0 $9,504 0.3748 $663,498 $12,080 2016 ® . ® $9,504 $0 $9,504 $643,896 $12,065 2015 ® ® $584,496 $11,246 2014 ® - ® $173.04 $346,896 $6,673 2017 Taxable Value and Certified Taxes TAX YEAR 12017 - 2016 . 2015 . 2014 Taxing Authority Assd Value Exemption Tax Value Millage Rate Taxes % Public Schools: By State Law (Rle) $9,504 $0 $9,504 4.2220 (-7.47%) $40.13 23% Public Schools: By Local Board $9,504 $0 $9,504 3.2480 (a00%) $30.87 18% Orange County (General) $9,504 $0 $9,504 4.4347 (o.00%) $42.15 24% City Of Ocoee $9,504 $0 $9,504 5.6546 (-2.99%) $53.74 31% Library - Operating Budget $9,504 $0 $9,504 0.3748 (o.00%) $3.56 2% St Johns Water Management District $9,504 $0 $9,504 0.2724 (-ssa%) $2.59 1 % 18.2065 $173.04 2017 Non -Ad Valorem Assessments 2017 Tax Breakdown x� r Levying Authority Assessment Description Units Rate Assessment :ITY OF OCOEE OCOEE STORM - DRAINAGE - (407)905-3170 2851.32 $1.00 S2,8S1.32 $2,851.32 2017 Gross Tax Total: $3,024.36 2017 Tax Savings Tax Savings Your property taxes without exemptions would be: $12,253.01 Your ad -valorem property tax with exemptions is: - $173.04 Providing You A Savings Of: _ $12079.97 This Data Printed on 03/06/2018 and System Data Last Refreshed on 03/05/2018 �1►20185 ' ���.'��� NO 4 P 0 I SCALE V= 1000' S00 1,000 1,500 2,000 FEET+�eC PANEL 021OF FIRM FLOOD INSURANCE RATE MAP ORANGE COUNTY, FLORIDA AND INCORPORATED AREAS KEY LIME PANEL 210 OF 750 �. sr (SEE MAP INDEX FOR FIRM PANEL LAYOUT) p 'CA ;- • CONTAINS: Clty of Ocoee 3RD AVEr a L RIA DR - Z COMMUNITY UMBE PANEL SUFFIX "SS N R P ' #� Wd.. y OCOEE. CITY OF 120185 0210 F - S1g1 � 4TH -AVE � SATIN ORANGECCUNTY 20 79 0210 F LEAF CIR WINTER GARDEN, CITY OF 120187 0270 F y FULLERS CROSS RD- _ — 5TH NICOLE 6TH AVE w rU }.. \\zoN E A — _ - .. a 2 Notice to User The Map Number shown below should be use d when placing map orders: the Community Nmbm shown above HARRIS RD W N U should be used w insurance applications for the subject Q... _ community „ a MAP NUMBER �c4Rty 12095CO21OF .' F Q 1 MARLENE ,.���f"i ZONE'. X '10TH SAVE a NORTHERN � DURANGO AVE ' 1':TH AVE MEAD Oti1b ��gmnst�°P MAP REVISED SWEETCT *' ZONE, :� LLJ FOR s:• SEPTEMBER 25, 2009 t _ ; 12TH AVE z COLI=INS'CT Federal Emergency \IanagenientAgency a o '`ITT E Orang --- - "& 13TH v ASPEN CT _ : L' This is an official copy of a portion of the above referenced flood map. It , o AVE _..__* U.n i n C �� rp -as extracted using F -MIT On -Line. This map does rot reflect changes .,,•�" , # x or amendments which may have been made subsequent to the date on the 8 c title block. For the latest product information about National Flood Insurance 'r b,,; ..-s= -_ Program flood maps check the FEMA Flood Map Store at www.mse.fema.gov APPLICATION FOR CAPACITY DETERMINATION AND CONCURRENCY RECOMMENDATION DEPARTMENT OF FACILITIES PLANNING 6501 MAGIC WAY, BUILDING 200, ORLANDO, FL 32809 TEL: 407-317-39741 FAX: 407-317-32831 WEBSITE: http://plannlng.ocps.net Proposed Development Profile TO BE COMPLETED BY LOCAL GOVERNMENT STAFF (Check All That Apply) PROJECT NAME Ocoee Village Center Existing FLU: Low Density _ Max, Density permitted: 4 dulac FV� Future Land Use [FLU] Map Amendment Proposed FLU: HighDensityMax. Density permitted: 16 du/ac (Capacity Enhancement) Type:[3SF_ ZMF 350 OTH 140 E3MH_ VestedlUnvested: 2 488 Existing Zoning: R -1A Max. Density permitted: du/ac Rezoning Proposed Zoning: PUD (Residential). Max. Density permitted: _ du/ac (capacity Enhancement) Type: 1771 SF EIMF 350 STH 140 OMH VestedlUnvested: 2 488 Total Unit Type: Fj Site Plan/ Preliminary Plat/ Development Plan EJSF nMF_ EITH_ EIMH (Concurrency) CITY APPLICANTS ONLY If school concurrency vested rWhts apply, please Submit documentation to plannino.ocps,not Local Government Information Case #: Planner Assigned: City of Ocoee Phone # Email: W1 Comp Plan fv,z- Target date and type of Local Government public hearing Pf 7 Rezoning D PlattSite Plan Approval Form must contain original signature of local government representative: Local Government Reviewer Name (print) 10=16 Local Govemme7"evIer Signature / b / Dati Facilities Planning 6501 Magic Way, Building 200, Orlando, FL 32809 TEL: (407) 317-3947 if FAX: (407) 317-3263 1, (PRINT PROPERTY OWNER'S NAME) Kenneth W. Buchman AS THE PROPERTY OWNER OF THE PROPERTY DESCRIBED BELOW, HEREBY GIVE PERMISSION FOR (PRINT AGENT'S NAME) Alchard C. Wohlfarth TO ACT AS MY AGENT FOR THE PURPOSE OF APPLYING FOR CAPACITY ENHANCEMENT if CONCURRENCY FOR THE AFOREMENTIONED PROPERTY. Legal Description(s) or Parcel Identification Number(s) are required: PARCEL ID NUMBER(S): 05-22-28-0000-00-040 ; 05-22-28-0000-00-046; 05-22-28-0000-00-004 LEGAL DESCRIPTION: See Attached Legal Description Signature of the Property Owner Date STATE OF l) A COUNTY OF The foregoing instrument was acknowledged before me this day of )u)' 20." by as an individual/officer/agent, on behalf of himself/herself a corporation/partnership. He/She is ersonan 11 known to me or has produced as identification and did/di not e an oath. WITNESS my hand and official seal in the County and State last aforesaid this day of "7 L,LAhe- - 20& Notary Public Signature: e nal I kn wn rso 0 0 id did �nan My Commission Expires: LINDA M. -YOUNG DUNG NOWY Public - Stilts of Flown C8111111111111011 0 GG 162000 MY COMM, Expires Feb 28, 2021 lko* AWIN v afficivyAsio. (W LEGAL DESCRIPTION: PARCEL A: The Northwest 1/4 of the Southwest 1/4 of Section 5, Township 22 South Range 28 East, LESS the South 30 feet and the West 30 feet for road right—of—way, AND LESS that port of the Northwest 1/4 of the Southwest i/4 of said Section 5 lying Northwesterly of State Road 429. LESS AND EXCEPT: Additional right—of—woy token as parcel 62-161, "Limited Access Right—Of—Way" and Parcel 62-161, "Right—Of—Way A" in that certain Order of Taking recorded in Official records Book 5461, Page 2341. PARCEL B: The Southwest 1/4 of the Southwest 1/4 of Section 5, Township 22 South, Range 28 East, LESS the North 30 feet and the West 30 feet for road right--of—way. AND The North 7 acres of the Northwest 1/4 of the Northwest 1/4 of Section 8, Township 22 South, Range 28 East, LESS the West 30 feet for road right—of—way. LESS AND EXCEPT: Additional right—of—way taken as Parcel 62-161, "Right--Of—Way B" in that certain Order of Taking recorded in Official Records Book 5461, page 2341. LESS AND EXCEPT: Additional right—of—woy token as Parcel 1044, "Right--Of—Way'' in that certain Order of Taking recorded in Official Records Book 9816, page 8120, ALSO BEiNG DESCRIBED AS: PARCEL 1 A parcel of land comprising a portion of Section 5, Township 22 South, Range 28 East, Orange County, Florida. Being more particularly described as follows: COMMENCE at the Northwest corner of the Southwest 1/4 of aforesaid Section 5; thence run South 88'07'15" East along the North line of said Southwest 1/4 of Section 5 for a distance of 1252.78 feet to the POINT OF BEGINNING; thence continuing along sold North line run South 88'07'15"' East for a distance of 122.87 feet to the Northeast corner of the Northwest 1/4 of said Southwest 1/4 of Section 5: thence departing said North line run South 00'17'43" West along the East line of said Northwest 1/4 for a distance of 1351.26 feet to a point on the Northerly line of Right—of—Woy Taking, Parcel No. 1044, per Official Records Book 9816. Page 8120 of the Public Records of Orange County, Florida; thence deporting said East line run North 89'13'22'" West along sold Northerly right—of—woy line for a distance of 154.59 feet to a point of curvature of a curve concave Northeasterly and having a radius of 1262.21 feet, a chord bearing of North 69`30'11" West and a chord length of 8.51.79 feet; thence run Northwesterly along sold Northerly right—of—way line and said curve through a central angle of 39'26'23" for an arc distance of 868.85 feet; thence run North 49'49'55" West for a distance of 151.44 feet; thence run North 36'19'17" West for a distance of 51.42 feet: thence run North 49'49`02" West for a distance of 184.99 feet to a point on the Southerly right—of—woy line of County Road 429, Western Beltway, a limited access right—of--way, per Orlando Orange County Expressway Authority right—of—woy Control Survey Project No. 75320-6460-602/603; thence departing aforesaid Northerly right—of—way line run North 54'40'57" East along sold Southerly right—of—way line for a distance of 1377.66 feet to aforesaid POINT OF BEGINNING. Contains 23.76 acres more or less. AND A PARCEL 2 A parcel of land comprising a portion of Section 5, Township 22 South, Range 28 East, Orange County, Florida. COMMENCE at the Northwest corner of the Southwest 1/4 of aforesaid Section 5; thence run South 00'53'06" East along the West line of said Southwest 1/4 of said Section 5 for a distance of 1465.41 feet to the Southwest corner of the Northwest 1/4 of the Southwest 1/4 of aforesaid Section 5; thence departing said West line run South 89'10'08" East along the South line of said Northwest 1/4 of the Southwest 1/4 of Section 5 for a distance of 145.12 feet; thence departing said North line run North 00'49'52" East for a distance of 50.00 feet to a point on the Northerly right—of—way line of Ocoee — Clorcono Road per Orlando Orange County Expressway Authority right--of—way Control Survey Project No. 75320-6460-602/603, also being the POINT OF BEGINNING; thence run North 71'13'20" West along said Northerly right—of—way line for a distance of 20.59 feet to a point on the Easterly right—of—way line of West Road, a limited access right—of—woy, per Orlando Orange County Expressway Authority right—of—way Control Survey Project No. 75320-6460-602/603; thence run North 07'06'16" East along said Easterly right—of—way line for a distance of 60.00 feet to a point of curvature of a curve concave Westerly and having a radius of 776.19 feet, a chord bearing of North 00'25'09" East and a chord length of 180.72 feet; thence run Northerly along sold Easterly right—of—woy line and said curve through a central angle of 13 22'14" for on arc distance of 181.13 feet to a point of tongency, thence run North 06'15'58" West for a distance of 131.33 feet; thence run North 19'42'11" West for a distance of 25.32 feet to a point on the Southerly line of Right—of—Woy Taking, Parcel No. 1044 per Official Records Book 9816, Page 8120 of the Public Records of Orange County, Florida; thence departing said Easterly right—of—way line run South 49'49'02" East along said Southerly right—of—Woy line for a distance of 265.92 feet to a point on a non tangent curve concave Northeasterly and having a radius of 1385.18 feet, a chord bearing of South 56'21'45" East and a chord length of 316.40 feet; thence run Southeasterly along said Southerly right—of—way line and said curve through a central angle of 13'06'58" for an arc distance of 317.09 feet; thence run South 00'49'52" West for a distance of 60.70 feet to a point on aforesaid Northerly right—of--way line of Ocoee — Ciorcona Road per Orlando Orange County Expressway Authority right—of—way Control Survey Project No. 75320-64.60-602/603; thence departing said Southerly right—of—way line run North 89'10'08" West along said Northerly right--of—woy line for a distance of 432,12 feet to aforesaid POINT OF BEGINNING. Contains 2.13 acres more or less. (Mom PARCEL 3 A parcel of land comprising a portion of Sections 5 and 8, Township 22 South, Range 28 East, Orange County, Florida. Being more particularly described as follows: COMMENCE at the Northwest corner of the Southwest 1/4 of aforesaid Section 5; thence run South 00'53'06" East along the West line of said Southwest 1/4 of said Section 5 for a distance of 2930.83 feet to the Southwest corner of the Southwest 1/4 of Section 5; thence deporting said West line run North 89"44'04" East along the South line of said Southwest 1/4 for s distance of 30.00 feet to a point on the Easterly right--of—woy line of Ocoee — Clorcono Rood; thence continuing along said South line run North 89'44'04" East for a distance of 40.00 feet to a point on the Easterly right—of—way line of Ocoee — Clorcono Road per Orlando Orange County Expressway Authority right—of—way Control Survey Project No. 75320-6450-602/603; thence deporting said South line run North 00'53'06" West along said Easterly right—of—way line for a distance of 1111.47 feet; thence run North 07"06'16" East for a distance of 265.87 feet; thence run North 5853'01" East for a distance of 72.13 feet to o point on the Southerly right—of—way line of Ocoee — Clarcono Road per Orlando Orange County Expressway Authority right—of—way Control Survey Project No. 75320-6460-602/603; thence run South 89'10'08" East along said Southerly right—of—way tine for a distance of 514.27 feet; thence run North 00'49'52" East for a distance of 20.00 feet; thence run South 89'10'08" East for a distance of 660.17 feet to a point on the East line of the Southwest X of the Southwest 34 of aforesaid Section 5; thence departing said Southerly right—of—way line run South 00'17'43" West along said East line for a distance of 1409.65 feet to the Southeast corner of the Southwest 34 of the Southwest 34 of said Section 5, also being the Northeast corner of the Northwest X of the Northwest of aforesaid Section 8; thence departing said East line of run South 00'34'54" East along the East line of said Northwest of the Northwest )J of Section 8 for a distance of 231.78 feet to a point on the South line of the North 231 feet of the Northwest 34 of the Northwest �/ of aforesaid Section 8; thence departing said East line run South 89'44'04" West along said South line for a distance of 1286.39 feet to a point on aforesaid Easterly right—of—woy line of Ocoee — Clorcono Rood; thence run North 00'11'35" West along said Easterly right—of—way line for a distance of 231.77 feet to aforesaid POINT OF BEGINNING. Contains 47.50 acres more or less. 01 1 s OCOEE VILLAGE CENTER Entitlement Process ID Task Name Duration Start Finish 2018 2 a _ H1 H2 1 Real Estate Contract 288 days Mon 1/8118 Wed 2/13/19 2 Prepare and Submit LOI 5 days Mon 1/8/18 Fri 1/12/18 3 Review 5 days Mon 1/15/18 Fri 1/19/18 4 Meeting to discuss 0 days Fri 1/19/18 Fri 1/19/18 5 Revise and submit LOI 2 days Mon 1/22/18 Tue 1/23/18 6 Review 20 days Wed 1/24/18 Tue 2/20/18 7 LOI executed 0 days Tue 2/20/18 Tue 2/20/18 ♦2/20 8 Prepare Contract 2 days Wed 2/21/18 Thu 2/22/18 F 9 Review 2 days Fri 2/23/18 Mon 2/26/18 H 10 ® Execute contract 2 days Tue 2/27/18 Wed 2/28/18 F 11 Effective Date 0 days Wed 2/28/18 Wed 2/28/18 X2/28 12 Deposit 5 days Thu 3/1/18 Wed 3/7/18 13 Due Diligence Period 103 days Thu 3/1/18 Mon 7/23/18 14 End of Due Diligence 0 days Mon 7/23/18 Mon 7/23/18 4;7/23 15 Awaiting Closing 190 days Thu 3/1/18 Wed 11/21/18 16 Closing (Earliest) 0 days Wed 11/21/18 Wed 11/21/18 17 1st Extension 20 days Thu 11/22/18 Wed 12/19/18 18 Closing 2 0 days Wed 12/19/18 Wed 12/19/18 ♦12/19 19 2nd Extension 20 days Thu 12/20/18 Wed 1/16/19 20 Closing 3 0 days Wed 1/16/19 Wed 1/16/19 1116 21 i 3rd Extension 20 days Thu 1/17/19 Wed 2/13/19 22 Closing 4 0 days Wed 2/13/19 Wed 2/13/19 ♦ 2113 23 BUILDER CONTRACT 180 days Wed 2/28/18 Wed 11/7!18 24 ® Start Process 0 days Wed 2/28/18 Wed 2/28/18 2128 25 Review Options 10 days Thu 3/1/18 Wed 3/14/18 26 Prepare LOI 25 days Thu 3/15/18 Wed 4/18/18 27 Agreement to LOI and Execution 0 days Wed 4/18/18 Wed 4/18/18 4/181 28 Finalize Agreements 5 days Thu 4/19/18 Wed 4/25/18 29 Contracts Executed 0 days y Wed 4/25/18 Wed 4/25/18 4/2 30 Review Period 40 days Thu 4/26/18 Wed 6/20/18 31 End of Due Diligence Period 0 days Wed 6/20/18 Wed 6/20/18 ♦6120 Task Inactive Milestone - Finish -only Split ,,,,,,,,,,,,,,,,,,,,,,,,, Inactive Summary External Tasks <� Milestone ♦ Manual Task External Milestone Project: Ocoee Village schedule 6-2-20 Date: Sat 6/16/18 Summary Duration -only ,,,,,,,,,,,,,,,,,,,,,,,,, Progress Project Summary W Manual Summary Rollup ♦ Deadline External Tasks Manual Summary External Milestone ♦ Start -only Page 1 V J J OCOEE VILLAGE CENTER Entitlement Process ID Task Name Duration Start Finish 2018 2 e -- — , ---- - --H 1 - -- — --- ---HZ --- H1 - -- 32 - - - Contract Time 100 days Thu 6/21/18 Wed 11/7/18 33 Closing Date 0 days Wed 11/7/18 Wed 11/7/18 11/7 34 Geotechnical and Phase 1 27 days Thu 5/31/18 Fri 7/6/18 35 Request Proposals 5 days Thu 5/31/18 Wed 6/6/18 �- 36 Prepare Proposal 5 days Thu 6/7/18 Wed 6/13/18 37 Proposals Submitted 0 days Wed 6/13/18 Wed 6/13/18 6/13 38 Review Proposals 5 days Thu 6/14/18 Wed 6/20/18 t 39 Notice to Proceed 0 days Wed 6/20/18 Wed 6/20/18 6/20 40 Phase 1 Update 12 days Thu 6/21/18 Fri 7/6/18 41 Complete 0 days Fri 7/6/18 Fri 7/6/18 ! ♦ 7/6 42 Field Work for Geotechnical 5 days Thu 6/21/18 Wed 6/27/18 i 43 Prepare Report 5 days Thu 6/28/18 Wed 7/4/18 IT 44 Report Issued 0 days Wed 7/4/18 Wed 7/4/18 ;7/4 45 Biological 30 days Thu 5/31/18 Wed 7/11118 46 ® Request Proposals 5 days Thu 5/31/18 Wed 6/6/18 47 Prepare Proposal 10 days Thu 6/7/18 Wed 6/20/18 48 Proposal Submitted 0 days Wed 6/20/18 Wed 6/20/18 j 6/20 49 ® Review Proposals 5 days Thu 6/21/18 Wed 6/27/18 50 Notice to Proceed 0 days Wed 6/27/18 Wed 6/27/18 ♦6/27 51 ® Endanger Species Study. Archeological Letter 10 days Thu 6/28/18 Wed 7/11/18 i 52 ® Report Issued 0 days Wed 7/11/18 Wed 7/11/18 7/11 53 Boundary and Topographic Survey 20 days Thu 5/31/18 Wed 6127/18 54 ® Request Proposals 3 days Thu 5/31/18 Mon 6/4/18 55 Prepare Proposal 2 days Tue 6/5/18 Wed 6/6/18 F 56 ® Review Proposals 5 days Thu 6/7/18 Wed 6/13/18' I 57 ® Notice to Proceed 0 days Wed 6/13/18 Wed 6/13/18 6/13 58 ® Update Survey, stake borings and wetland 10 days Thu 6/14/18 Wed 6/27/18 flags 59 ® Survey Updated 0 days Wed 6/27/18 Wed 6/27/18 ♦6/27 60 Traffic Study 25 days Thu 5/31/18 Wed 7/4/18 61 Request Proposals 5 days Thu 5/31/18 Wed 6/6/18 Task Inactive Milestone Finish -only Split „.,,,, ..... Inactive Summary „ , ,. „„ ... External Tasks Milestone ♦ Manual Task External Milestone Project: Ocoee Village schedule 6-2-20 Date: Sat 6/16/18 Summary Duration -only ,,,, Progress Project Summary Manual Summary Rollup ♦ Deadline External Tasks Manual Summary External Milestone ♦ Start -only Page 2 V J J O� I C. OCOEE VILLAGE CENTER Entitlement Process ID O Task Name Duration Start Finish 2018 2 H1 H2 H1 62 Prepare Proposal 5 days . Thu 6/7/18 Wed 6/13/18 _ _.�_ --—— IT 63 Review Proposals 5 days Thu 6/14/18 Wed 6/20/18 ir 64 Prepare Traffic Study 10 days Thu 6/21/18 Wed 7/4/18 65 Traffic Study Complete 0 days Wed 7/4/18 Wed 7/4/18 ;7/4 66 City of Ocoee 214 days Thu 3/1/18 Tue 12/25/18 67 LUPA and ZMA Application 214 days Thu 3/1/18 Tue 12/25/18 68 Prepare LUPA and ZMA Application 69 days Thu 3/1/18 Tue 6/5/18 69 ® Submit to the City 0 days Wed 6/13/18 Wed 6/13/18 6113 70 Review 11 days Wed 6/13/18 Wed 6/27/18, 71 DRC Meeting 0 days Wed 6/27/18 Wed 6/27/18 6/27 72 Comments issued 2 days Thu 6/28/18 Fri 6/29/18 f+ 73 Revise Submittal 6 days Mon 7/2/18 Mon 7/9/18 74 Submit to City 0 days Mon 7/9/18 Mon 7/9/18 75 Review 12 days Tue 7/10/18 Wed 7/25/18 76 Submit to City 0 days Wed 7/25/18 Wed 7/25/18 77 Schedule for Planning Commission 19 days Thu 7/26/18 Tue 8/21/18' 78 Planning Commission (2nd Tuesday of the 0 days Tue 8/21/18 Tue 8/21/18 ♦8 21 month) TRANSMITTAL 79 Schedule for City Commission Meeting 15 days Wed 8/22/18 Tue 9/11/18' 80 City Commission Meeting (1st and 3rd 0 days Tue 9/11/18 Tue 9/11/18 9/11 Tuesday of the month)TRANSMITTAL 81 Review 12 days Wed 9/12/18 Thu 9/27/18 82 DRC Meeting 0 days Thu 9/27/18 Thu 9/27/18 X9/27 83 LUPA Transmittal Approved 0 days Thu 9/27/18 Thu 9/27/18 ♦ 9/27 84 Prepare Transmittal to DEO 5 days Fri 9/28/18 Thu 10/4/18 85 Transmittal to DEO 0 days Thu 10/4/18 Thu 10/4/18 10/4 86 Review by DEO 20 days Fri 10/5/18 Thu 11/1/18 87 Schedule City Commission Adoption 18 days Fri 11/2/18 Tue 11/27/18 88 City Commission Meeting 1st Reading (1st 0 days Tue 11/27/18 Tue 11/27/18 11/27 - and 3rd Tuesday of the month) 89 LUPA and ZMA Approved 0 days Tue 11/27/18 Tue 11/27/18 ♦ 11/27 901 PDP/FDP APPLICATION 121 days Tue 7/10/18 Tue 12/25/18 Task Inactive Milestone = Finish -only Split ,,,,,,,,,,,,,,,,,,,,,,,,, Inactive Summary External Tasks Milestone ♦ Manual Task External Milestone Project: Ocoee Village schedule 6-2-20 Date: Sat 6/16/18 Summary Duration -only Progress Project Summary Manual Summary Rollup ♦ Deadline External Tasks Manual Summary External Milestone ♦ Start -only Page 3 V J V OCOEE VILLAGE CENTER Entitlement Process ID Task Name Duration Start Finish 2018 2 H2 H1 91 ® Prepare FDP/PDP Application 31 days Tue 7/10/18 Tue 8/21/18 92 ® Submit to the City 0 days Tue 8/21/18 Tue 8/21/18 8/21 93 ® Review 18 days Wed 8/22/18 Fri 9/14/18 94 ® Comments issued 10 days Mon 9/17/18 Fri 9/28/18 95 DRC Meeting 0 days Fri 9/28/18 Fri 9/28/18 9/28 96 ® Revise Submittal 6 days Mon 10/1/18 Mon 10/8/18 Y 97 ® Submit to City 0 days Mon 10/8/18 Mon 10/8/18 ♦�10/8 98 ® Review 14 days Tue 10/9/18 Fri 10/26/18 99 ® DRC Meeting 0 days Fri 10/26/18 Fri 10/26/18 10/26 100 ® Schedule for Planning Commission 32 days Mon 10/29/18 Tue 12/11/18 - 101 Planning Commission Meeting (2nd 0 days Tue 12/11/18 Tue 12/11/18 12!11 Tuesday of the month) 102 Schedule for City Council 10 days Wed 12/12/18 Tue 12/25/18 103 City Council Meeting (1st and 3rd 0 days Tue 12/25/18 Tue 12/25/18 12/25 Wednesday of the month) 104 FDEP Water Distribution Permit 10 days Tue 12/25/18 Tue 1/8/19 105 ® Submit to FDEP 0 days Tue 12/25/18 Tue 12/25/18 12/25 106 Process 10 days Wed 12/26/18 Tue 1/8/19 107 Permit Issued 0 days Tue 1/8/19 Tue 1/8/19 X1/8 108 FDEP Wastewater Collection Permit 10 days Tue 12/25/18 Tue 1/8/19 109 Submit to FDEP 0 days Tue 12/25/18 Tue 12/25/18 1 /25 110 ® Process 10 days Wed 12/26/18 Tue 1/8/19 111 ® Permit Issued 0 days Tue 1/8/19 Tue 1/8/19- 1/8 112 St. Johns River Water Management District 62 days Wed 8/15118 Thu 11/8/18 � (SJRWMD) _ 113 Prepare Analysis and Permit Application 5 days Wed 8/15/18 Tue 8/21/18 114 Request Pre -Application Meeting 0 days Tue 8/21/18 Tue 8/21/18 8/21 115 Waiting for Meeting 5 days Wed 8/22/18 Tue 8/28/18 116 Pre -Application Meeting 0 days Tue 8/28/18 Tue 8/28/18 ♦8/28 117 Prepare Submittal Package and Wetland 7 days Wed 8/29/18 Thu 9/6/18 *r Analysis 118 Submit application to SJRWMD 0 days Thu 9/6/18 Thu 9/6/18 4)9/6 Task Inactive Milestone Finish -only Split ... ..... .... Inactive Summary .......... ..... External Tasks Milestone ♦ Manual Task External Milestone Project: Ocoee Village schedule 6-2-20 Date: Sat 6/16/18 Summary W Duration -only ,,,,,,, ,,,,,,,, ,,, Progress Project Summary W Manual Summary Rollup ♦ Deadline -. External Tasks Manual Summary External Milestone ♦ Start -only Page 4 V J V OCOEE VILLAGE CENTER Entitlement Process ID O Task Name Duration Start Finish 2018 2 - H1_ H2 H1 119 Review 20 days _ Fri 9/7/18 Thu 10/4/18 120 Comments Letter Issued 0 days Thu 10/4/18 Thu 10/4/18 10/4 121 Revise Application 5 days Fri 10/5/18 Thu 10/11/18 X 122 Submit to SJRWMD 0 days Thu 10/11/18 Thu 10/11/18 10/11 123 123 Review 20 days Fri 10/12/18 Thu 11/8/18 124 Intent to Issue letter is issued 0 days Thu 11/8/18 Thu 11/8/18 ♦11/8 125 ® permit issued 0 days Thu 11/8/18 Thu 11/8/181118 126 Construction 218 days Wed 1/9/19 Fri 11/8/19 127 Property Closing 5 days Wed 1/9/19 Tue 1/15/19 128 Construction 213 days Wed 1/16/19 Fri 11/8/19 129 ® Mobilization 5 days Wed 1/16/19 Tue 1/22/19 130 ® Clearing and Grubbing 25 days Wed 1/23/19 Tue 2/26/19 131 ® Earthwork 30 days Wed 2/27/19 Tue 4/9/19 132 ® Sewer 39 days Mon 4/8/19 Thu 5/30/19-, 133 ® Drainage 34 days Fri 5/24/19 Wed 7/10/19 ETEE 134 ® Water 17 days Thu 7/4/19 Fri 7/26/19 135 ® Sub grade/Base 26 days Mon 7/22/19 Mon 8/26/19 136 ® Asphalt 5 days Tue 8/27/19 Mon 9/2/19 137 ® Landscape 10 days Tue 8127/19 Mon 9/9/19 138 ® Electric 21 days Tue 8/27/19 Tue 9/24/19 139 ® Gas 17 days Wed 9125/19 Thu 10/17/19 140 ® Telecommunications 16 days Fri 10/18/19 Fri 11/8/19 141 ® Testing for Wastewater System 15 days Tue 8/27/19 Mon 9/16/19 142 ® Testing for Water System 14 days Tue 8/27119 Fri 9/13/19 143 ® Certifications to FDEP 18 days Tue 9/17/19 Thu 10/10/19 Task Inactive Milestone - Finish -only Split Inactive Summary ,,, ,,,,,,,,,,,,,,,,,,,,, External Tasks Milestone ♦ Manual Task External Milestone Project: Ocoee Village schedule 6-2-20 Date: Sat 6/16/18 Summary Duration -only ,,,,,,,,,,,,,,,,,,,,,,,,, Progress Project Summary W Manual Summary Rollup ♦ Deadline �1 External Tasks Manual Summary External Milestone ♦ Start -only Page 5 '­_ 100 East Pine Street 0 0 Suite 605 At I engineering RenviArojkental solutions Orlando, FL 32801 a Phone: 407.649.5475 %W Fax: 407,649.6582 hsagoiden.com July 15, 2011 VIA UPS Mr. Ken Buchman, Trustee 1012 Redbud Circle Plant City, Florida 3 )3 ) 563 .Re: Soil Analysis - Letter of Findings 10711 Clarcona Ocoee Road Orange County Parcel ID's 05-22-28-0000-00-004, 05-22-28-0000-00-040, and 05-22-28-0000-00-046 Ocoee, Orange County, Florida HSA Golden Project No. 11-628.001 Dear Mr. Buchman: HSA Golden has conducted a recharge area soils analysis in relation to development constraints 4W placed upon the above -referenced parcels (hereafter referred to as site or subject property) by the City of Ocoee Comprehensive Plan policy 1.2.1 a.). This policy states that an analysis of soils to determine the presence and location of most effective recharge area, as defined by the U.S. Soil Conservation Service Type "A" Hydrologic Soils Group, be conducted for future land development. Type "A" Hydrologic Soils have a high infiltration rate when thoroughly wet and have low runoff potential. They are mainly deep, well drained, and sandy or gravelly. Soils located in the most effective recharge area would have very rapid penneabilities (greater than 20 inches/hour). The site location and parcel designations are shown on Figures I and 2. This investigation included a desktop review of the Wekiva Study Area (WSA) reports, Soil Conservation Service's (SCS) Soil Survey of Orange County, Florida, and the completion of soil borings and collection of soil samples for permeability analysis. The permeability analysis was performed to confirm or refute that Type "A" soils exist on the subject property. The results of our findings are summarized in the sections below. According to the Soil Survey of Orange County, Florida, soils on the subject property are classified as Archbold fine sand, 0 to 5 percent slopes, Immokalee fine sand, Seffner fine sand, and Tavares fine sand, 0 to 5 percent slopes (see Figure 3). 1.1 Archbold fine sand, 0 to 5 percent slopes (2) Archbold fine sand, 0 to 5 percent slopes is nearly level to gently sloping and moderately well drained, located on low ridges and knolls on flatwoods.' Typically, this soil has a surface layer of AFT'k K_ J-1 Environmental and Engineering Consultants Since 1989 Soil Analysis - Letter of Findings 10711 Clarcona Ocoee Road Page 2 dark gray fine sand about two inches thick. The underlying material to a depth of about 80 inches consists of white fine sand. In most years, a seasonal high water table (SHWT) is present at a depth of 42 to 60 inches for about six months, and it recedes to a depth of 60 to 80 inches for the rest of the year. The SHWT is at a depth of 24 to 40 inches for about one to four months during wet periods. It recedes to a depth of more than 80 inches during extended dry periods. The permeability is very rapid throughout, while the available water capacity is very low. This soil is suited to dwellings without basements, small commercial buildings, and local roads and streets. No corrective measures are needed. This soil has severe limitations for septic tank absorption fields and for recreational uses. Water control measures should be used for septic tank absorption fields. When installing a septic tank absorption field on this soil, the proximity to a stream or a canal should be considered to prevent lateral seepage and groundwater pollution. If the density of housing is moderate to high, a community sewage system can help prevent contamination of the water supplies. The soil has severe limitations for sewage lagoons, trench sanitary landfills, and shallow excavations. The sealing or lining of a sewage lagoon or trench sanitary landfill with impervious soil material can reduce excessive seepage. Archbold fine sand, 0 to 5 percent slopes is classified by the SCS as a Type "A" soil. This soil reportedly has permeabilities greater than 20 inches/hour and available water capacities of 0.02 to 0.05 inches/inches, from 0 to 80 inches below land surface (bls). This soil is located on approximately 1.5% of the subject property. 1.2 Immokalee Fine Sand (20) This soil is nearly level and poorly drained, located on broad flatwoods. The slopes are smooth and range from zero to two percent. Typically, this soil has a surface layer of black fine sand about five inches thick. The upper part of the subsurface layer, to a depth of about 18 inches, consists of a grayish brown fine sand. The lower part, to a depth of about 35 inches, consists of light gray fine sand. The upper part of the subsoil, to a depth of about 41 inches, consists of a black fine sand. The lower part, to a depth of about 67 inches, consists of a brown fine sand. The substratum to a depth of 80 inches consists of a light brownish gray fine sand. In most years, a seasonal high water table is within 10 inches of the surface for one to three months, and it recedes to a depth of 10 to 40 inches for more than six months. The permeability is rapid in the surface and subsurface layers and in the substratum, and it is moderate in the subsoil. The available water capacity is very low in the surface and subsurface layers and in the substratum, and is medium in the subsoil. This soil has severe limitations for sanitary facilities, building site development, and recreational uses. Water control measures should be used to minimize the excessive wetness limitation. The sealing or lining of a sewage lagoon or trench sanitary landfill with impervious soil material can reduce excessive seepage. Septic tank absorption fields may need to be enlarged because of wetness. The proximity to a stream or aquifer recharge area should be considered in the placement of sanitary facilities to prevent contamination of water supplies. Fill material is needed for local roads and streets, small commercial buildings, and playgrounds. The sidewalls of excavations should be shored and Soil Analysis - Letter of Findings 10711 Clarcona Ocoee Road Page 3 water control measures should be used. The sandy surface layer should be stabilized for recreational uses. Immokalee Fine Sand is classified as a Type "B/D" soil. Immokalee fine sand has permeabilities ranging from 0.6 to 20 inches per hour and available water capacities of 0.02 to 0.25 inches/inches, depending on depth. This soil is located on approximately 27% of the subject property. 1.3 Seffner fine sand (43) This soil is nearly level and somewhat poorly drained, located on the rims of depressions and on broad low ridges on flatwoods. Typically, the upper part of the surface layer consists of black fine sand about six inches thick. The lower part, to a depth of 19 inches, consists of very dark grayish brown fine sand. The upper part of the underlying material, to a depth of about 36 inches, consists of grayish brown fine sand. The middle part, to a depth of about 52 inches, consists of a light gray fine sand that has common brown mottles. In most years, a SHWT is within 18 to 40 inches of the surface for two to four months and between 10 to 20 inches for periods of up to two weeks during wet periods. It recedes to a depth of less than 60 inches during extended dry periods. The permeability is rapid throughout and the available water capacity is medium in the surface layer and low to very low in the underlying material. This soil has severe limitations for sanitary facilities, shallow excavations, and recreational uses. It has moderate limitations for dwellings without basements, small commercial buildings, and local roads and streets. Water control measures should be used to minimize the excessive wetness limitation. Septic tank adsorption fields may need to be enlarged because of wetness. The rapid permeability of this soil can cause groundwater pollution in areas of septic tank absorption fields. If the density of housing is moderate to high, a community sewage system can help prevent contamination of water supplies. The sidewalls for shallow excavations should be shored. The sealing or lining of a sewage lagoon or trench sanitary landfill with impervious soil material can reduce excessive seepage. The sandy surface layer should be stabilized for recreational uses. Droughtiness is a problem during extended dry periods. Seffner fine Sand is classified as a Type "C" soil. Seffner fine sand has permeabilities ranging from six to 20 inches per hour and available water capacities of 0.04 to 0.12 inches/inches, depending on depth. This soil is located on approximately 17% of the subject property. 1.4 Tavares fine sand, 0 to 5 percent slopes (46) This soil is nearly level to gently sloping and moderately well drained and is located on low ridges and knolls on the uplands throughout the country. Typically, this soil has a surface Iayer of very dark gray fine sand about six inches thick. The upper part of the underlying material, to a depth of about 16 inches, consists of brown fine sand. The lower part to a depth of 80 inches consists of white fine sand. In most years, a SHWT is located at a depth of 40 to 80 inches for Soil Analysis - Letter of Findings 10711 Clarcona Ocoee Road Page 4 more than six months and it recedes to a depth of more than 80 inches during extended dry periods. The permeability is very rapid throughout. The available water capacity is very low. This soil is well suited to dwellings without basements, small commercial buildings, and local roads and streets. No corrective measures are needed. The soil has moderate limitations for septic tank absorption fields, and water control measures should be used. When installing a septic tank absorption field on this soil, the proximity to a stream or canal should be considered to prevent lateral seepage and groundwater pollution. If the density of housing is moderate to high, a community sewage system can help prevent contamination of the water supplies. This soil has severe limitations for sewage lagoons, sanitary landfills, shallow excavations, and recreational uses. The sidewalls of shallow excavations should be shored. The sealing or lining of a trench sanitary landfill or sewage lagoon with impervious soil material can reduce excessive seepage. Water control measures should be used for trench sanitary landfills. Tavares fine sand, 0 to 5 percent slopes is classified as a Type "A" soil. Tavares fine sand, 0 to 5 percent slopes, has permeabilities greater than six inches per hour and available water capacities of 0.02 to 0.10 inches/inches, depending on depth. This soil is located on approximately 54% of the subject property. 2.0 TYPE 'W SOILS ANALYSIS On June 20, 2011, HSA Golden installed a total of six soil borings on the subject property, three on each portion of the site where Type "A" soils were identified by the soil survey (Archbold fine sand, 0 to 5 percent slopes [2] and Tavares fine sand, 0 to 5 percent slopes [46]). Soil boring Iocations are presented on Figure 3. Soil borings were designated as SB -A through SB -F and were installed to a maximum depth of six feet below land surface (bls). Subsurface soils generally consisted of gray/brown fine sand or light brown very fine sand. Groundwater was not encountered in any of the soil borings installed. Two soil samples were collected and transported to Universal Engineering Sciences, Inc. (UES, Orlando, Florida) for constant head permeability analysis. Sample #1 was collected from SB -A (Archbold fine sand, 0 to 5 percent slopes; 5' bls) and Sample #2 was collected from SB -D (Tavares fine sand, 0 to 5 percent slopes; 3' bls). Soil permeability of Sample #1 was reported by UES to be 16.9 feet/day (8.45 inches/hour) and the permeability of Sample #2 was reported to be 14.4 feet/day (7.2 inches/hour). According to the Wekiva Aquifer Vulnerability Assessment (WAVA), soil permeabilities exceeding 13.1 inches/hour (26.08 feet/day) are strongly correlated with aquifer vulnerability (most effective recharge), whereas values less than 13.1 inches/hour (26.08 feet/day) are considered less significant (see attached). Although the City of Ocoee Comprehensive Plan refers to Type "A" soils, the WSA's WAVA basis report recommended protecting soils with permeability more than 13.1 inches/hour. Both of the onsite soil permeability tests are below this soil protection level. Since site specific data gathered suggests that Type "A" soil permeabilities on the subject property are considered less significant in terms of aquifer vulnerability, the City of Ocoee's Soil Analysis - Letter of Findings 10711 Clarcona Ocoee Road page 5 generalized Comprehensive Plan restrictions on site development for Type "A" soils does not apply. The permeability reported in Sample #1 (Archbold fine sand, 0 to 5 percent slopes) was below the generalized permeability listed in the SCS Survey for this type of soil (greater than 20 inches/hour). The permeability reported in Sample #2 (Tavares fine sand, 0 to 5 percent slopes) correlated with the lower limit permeability listed in the SCS Survey for this type of soil (greater than six inches/hour). Site specific data was not found to suggest that very rapid soil permeabilities (greater than 20 inches per hour) exist on the subject property. 3.0 CONCLUSIONS Based upon the findings of our investigations, a total of four different types of soil were identified on the subject property. Of these four soil types, two were identified as being in the Type "A" soils group: Archbold fine sand, 0 to 5 percent slopes and Tavares fine sand, 0 to 5 percent slopes. Archbold fine sand, 0 to 5 percent slopes accounts for approximately 1.5% of the subject property, while Tavares fine sand, 0 to 5 percent slopes accounts for approximately 54% of the subject property. A soil sample was collected from each Type "A" soil type and analyzed for constant head permeability. The analyses indicated that soil permeability in Archbold fine sand, 0 to 5 percent slopes was below the generalized soil type value of greater than 20 inches/hour indicating that the onsite Archbold soils are not as permeable as a Type "A" soil. Permeability in the Tavares fine sand, 0 to 5 percent slopes correlated with the generalized soil type value of greater than six inches/hour, but well below 13.1 inches/hour soil protection, or most effective recahrge level stated in the WAVA. It should be noted that constant head permeability analyses from the two soil samples collected onsite indicated that permeability values were less than 13.1 inches/hour (26.08 feet/day), indicating that the risk of high recharge in these soils is less significant. Based on these findings along with the fact that very rapid or "most effective" permeabilities (greater than 20 inches/hour) are not present on the subject property, we conclude that no development restrictions should be placed on the subject property by the City of Ocoee with regard to Type "A" soils on this site. 4.0 REFERENCES Chicon, James R., Baker, Alan E., Wood, Alex R., and Arthur, Jonathan D., 2005, Wekiva Aquifer Vulnerability Assessment: Florida Geological Survey Report of Investigation 104. United States Department of Agriculture Soil Conservation Service, Soil Survey of Orange County, Florida, August 1989. Wekiva Parkway and Protection Act, Chapter 369, Part 1I1, Florida Statutes, 2010. Soil Analysis - Letter of Findings 10711 Clarcona Ocoee Road sage 6 We trust that the contents of this report are sufficient for your needs. If you require explanation or clarification of any of the preceding, please do not hesitate to contact us. Sincerely, 109 r1illiam Jacobs Jaim 8. olden, F.G. Project Manager Pyj 'pal Hydrogeologist/Vice President Attachments cc: Jim. Hall, VHB . <<> F 11 t j\ /�ƒ � DATE: June 2011 k4i t `-i�, � f ti � ell 1 ! ! all B� N5 J 1, ANVIYfIA A '5' PROJECTO --LOCATION PROJECT t LOCATION PROJECT' a .....,LOCATION am a 0 • pro' B m am - 51 A. a 00 a 1� a a 6 a" Akvi —a* k pm Jt 4 its or 0 op 0 j %JQ 1 %.Jf-u%.-'3mtAr-rllU MRVZ), VVIN I ti -I UAR N, t-LURIDA N I 0 500 1000 DISTANCE IN FEET 0 0 _j LLJ C5 FIGURE 1 u C7 0 n 21 u - 11.628.001-PARCEL.d DATE: Jm.2011 '^ r Y r tit 05 -22 -28 -0000 -VIN 00-040 _t o :7s'�,��.. �,�:. a k, r,__�► 05-22-28-0000-00-046 Lu fifi ° •.. :1` try — w 0 Q k. R • !� O O U c0 yLSAL ` O O N Tr app ` P Z Li •: O w o r U O z o w aievL i 1% O y; ! 05-22-28-0000-00-004 + p M • A � ,. �J AERIAL SOURCE: ORANGE COUNTY PROPERTY APPRAISER'S OFFICE, 2010 p J_ U d N =r' FIGURE 0 250 500 DISTANCE IN FEET 2 E 11-628.001-SOIL.d DATE: June 2011 aOecS PROJECT 'w LOCATION ` C 20 PROJECT a LOCATION w a V LU coPROJECT p " a ui 20 ' LOCATION M U w o 0 G v O o � V Y "x'11 ,Y„,f�• , -� �A' {;.`,M ^ d SB-D/SAMPLE #2 SB -13 SB -C 43 ter+ jr SB-A/SAMPLE #1 wR d AERIAL SOURCE: ORANGE COUNTY PROPERTY APPRAISER'S OFFICE, 2010 SOIL SOURCE: Natural Resources Conservation Service, to Web Soil Survey National Cooperative Soil Survey —i O ID SOIL TYPES 2 Archbold fine sand, 0 to 5 percent slopes 20 Immokalee fine sand 43 Seffner fine sand N 46 Tavares fine sand, 0 to 5 percent slopes SB-A/SAMPLE #1 1 �?- SOIL BORING /SAMPLE LOCATION SB -B FIGURE • SOIL BORING LOCATION 0 250 500 DISTANCE IN FEET 3 Im r 166 TABLE 14. --PHYSICAL ANA CHEMICAL PROPERTIES OF THE SOILS Soil SuNe [The symbol < means less than; > means more than. Entries under "Erosion factors --T" apply to the entire Profile. Entries under "Mind erodibility group" and "Organic matter" apply on] -y to the surface layer. Absence of an entry indicates that data were not available or were not estimated) Map symbol and DeptbIClay I I 1 Moist I IPermea- I lAvailablel I Soil Ireacti.onl ISalinitylshrink-sweill OS ion factorslerodi-lOr I---lbilityl n soil name I { bulk i densityI bility water lCa 1 1 l potential ( l gf ,al I Ii acit T on I°{ Pct G/cc i n r l n I os cmi I I l Imm i Arents. 2"""`-` Archbald 1 0-801 0-1 11.50-1.601 >2O 10,02-0.051 3.6-6.51 <2 ILow---------IO.iol 5 1 1 1 5. 3--------------- - Basinger I a-7 1 7-321 132-471 i 0`4 0-4 1 1 ao-1 s5 (1.40-1.551 11.40-1 I 6 0-2o 6.0-20 1! a 05`0,10 10.05-0 101 10.10-0.15) a,5-5 5 4.5-5.51 ( <2 <2 1 Low ---------10.101 (I.ow --------- 10.101 1 5 ! I 2 I I l 1. 1 47-801 1-3 1-3 [ 651 11.50-1.701 I 6.0-20 6,0-20 I 10.05-0.101 I 4,5-5.51 4.5-5.51 1 <2 <2 I lLow---------10.101 ILow- ---10.10{ I '''-' 1 I 1 I 4----------------1 Candler 0-5 1 5-741 1 <3 <3 11.35-1,551 1150-1651 11:50-1:651 6.0-20 6.0-20 10.04-0.081 10.02-0.061 4.5-6.01 4.5-6.0) <2 <2 ILov--------- 1Low--------- I 10.101 10 101 I 5 1 1 2 1 1 1 .5, 1 174-801 I 3-8 I I 6.0-20 I 10.05-0,081 I 4,5-6.01 I <2 I ILow--------- I 10 101 I I 1 1 1 1 5----------------1 Candler 0-4 1 4-611 161-801 I 1 <3 <3 3-8 1 11,35-1.551 11.50-2 651 11.50-1 651 I 6.0-20 6.0-20 6.0-20 I 10 04-0.081 10,02-0.061 10.05-0.081 1 4,5-6.0 4.5-6.011 4.5-6.01 i <2 <2 <2 I {Low --------- 1LOw---------10 11,ow---------lo'lol I 10.101 101 I 5 I 1 2 1 I 1 .5. 1 I Candler ---------1 0-6 ( 6-691 169-801 l <3 <3 11.35-1.551 11,50-1,651 11-50-1 6,0-20 6.0-20 10.04-0.081 10.02-0,061 4,5-6,01 4.5-6.01 <2 <2 1Low--------- 1Low--------- 10.101 la 101 5 I 1 2 1 i 1 I 3-8 i 651 I 6.0-20 I I0.05-0.081 I 4.5-6.01 I <2 I {Low---------lo'lol I I I Apopka ----------1 0-691 169-80118-3711.55-1.75) I <3 1 11,45-1 601 l 6.0-20 0,6-2.010.12-0.171 1 10.03-0.051 I 4,5-6.01 4,5-6.01 ( I <2 <2 ILow--------- 1Low---------10+241 I I 10 101 I 5 I 1 2 1 I 1 C 1 7: Candler --------1 0-4 1 4-671 167-801 1 <3 <3 11.50-1 11.35-1.551 651 6.0-20 6.0-20 10.02-0.061 10,04-0,081 4.5-6.01 4.5-5.•01 <2 <2 1Low-------- Low --------- I l0 101 I 5 I 1 2 1 1 1 5, 1 3-8 11.50-1651 6,0-20 10.05-0 081 4.5-6 01 <2 ILow --------- 10:101 1 1 Urban Land. I• I I ! ]Candler ---------1 1 0-5 5-521 1 <3 11.35-1.551 <3 11.50-1 651 6.0-20 10.04-0.081 6.0-20 10.02-0.061 4.5-6.01 4.5-5 01 <2 )Low <2 1Low-------- ------ ---10101 J0'101 5 1 l 2 1 1 .5, 152-801 I I 3-8 11.50-1.651 I I 6.0-20 10.05-0.081 I 4 4.5-6_01I <2 ILow I --------- 10 101 1 1 Urban land. 1----------------1 Canova 1 116-22115-3411.50-1.701 0-6 1 6-161 10.20-0.401 1-6 11.35-1 501 6.0-20 10 6.0-20 10.02-0.051 10-0.201 5,6-6.51 6.1-8.41 <2 1Low <2 ILow --------- 10.101 --- -----_10.10) 5 1 I 2 1 I 35 122-80115-2511.60-1.701 0,6-6,010.10-0.15) 0.6-6.010.10-0.151 5.6-8.41 7.4-8.41 <2 !Low <2 {Low ---------10 ---------10 281 1 1 1 1 1 1 I I - I I 1 I I' 281 I I 1 LO ---------------1 Chobee 1 0-7 1 7-50120-3511.55-1.751 7-2011.45-1.501 2.0-6:010,10-0.151 <0»2 10.12-0 171 6 1-7.31 7.4-8,41 <2 1LOW <2 1Moderate --------- 10.151 ---- 10.321 5 1 1 3 1 1 2- 1150-801 7-20 1.60-1.7511 6.0-20 10.06-0.10 7.4-8.4 <2 `Low --------- 1 1 Ll: 1 Floridana ------- 1 I 0-141 I 3-1011.40-1.501 1-7 (1.50-1 I 601 I 6.0-20 10.10-0.201 6.0-20 10.05-0.101 1 ► 5.6-7.81 5,5-7.61 I <2 'Low <2 ILOw---------10 10.101 --------- 10.101 lol 5 1 1 2 I i 6• 1114-281 28-80115-30111.60-1.70 <0.2 10.10-0.2011 5.6-7.81 <2 'Low --------- 10.241 1 1 Chobee---------- 1 112-56120-3511.55-1.751 0-121 7-2011.45-1.501 2.0-6.010.10-0.151 <0.2 10.12-0 171 6,1-7.31 7.4-$.41 <2 1 <2 1Moderate----10.361 Low --------- 10.151 5 1 I 3 1 I 2• 156-$O1 I l 7-2011,60-1.751 I i 0.2-6.010,06-0.10) I i 7.4-8.41 I <2 (Low ---------10 201 1 1 I I I I 1 1 Laic .ter .1 .g .2 •2 .2 2 •2 .2 •75 .7 -15 .7 11 C Grange County, Florida TABLE 14. --PHYSICAL AND CHEMICAL PROPERTIES OF THE SOILS --Continued 169 Map symbol and soil name i IDepthlClay I I I I I Moist I bulk densityca { IPermea- I bility I IAvailab]ei I water acit I I Soil ISalinitylShrink-swelll IreactionI I I potential rosloo ffactorsI __ilerodipl0rgani� I ( K T win Ibilit ou 1 I matte, in { 1 Pct I cc I n r in/in1I pH os cm1 1 I I 1 c Imm 39s St. Lucie -------1 { 0-801 I I 0-1 1 I 11.50-1• 601 I f >20 1 I 10.02-0 051 I I 3.6-7.31 I { <2 f! { ILow--------- I 10 101 i I 5 1 I 1 1 ( I 1 o -I 1 Urban land. I I I I I I I I I I I I 1 { I I I I I I 40---------------1 Samsula 140-801 { 0-401 I --- 1-1411.35-1.551 I 10.25-1 501 6.0-20 6«0-20 I 10.20-0.251 (0.02-0,051 I 4.5-5. 51 3.6-5.51 i <2 <2 I Low ILov--------- 1 I --- 10 171 1 ' I 1-__I I I 2 1 I I 1 >20 1 I 41: Samsula--------- 1 134-801 0-341 --- 1-1411.35-1.551 10.25-0.501 6.0-20 6.0-20 (0.02-0»051 1 10.20-0.251 4.5-5.51 3.6-5.51 1 <2 <2 1 1Low--------- ILow--------- 1 I ------I 10 171 1' 1 2 1 1 1 >20 1 pontoon ---------1 { 0-801 --- 10.20-0.401 6.0-20 10.30-0 501 4.5-5.51 <2 1 1 ILow--------- I ---I---1 { 1 2 1 1 1 75-85 1 Basinger --------1 1 125-351 0-6 1 6-251 0-4 11.40-1.551 0-4 11.40-1.551 6,0-20 10.05-0.101 6.0-20 10.05-0,101 4.5-5.51 4.5-5.51 <2 1Low------ <2 ---10 ILov---------10'101 101 5 1 2 1 1 1-8 1 135-801 I 1-3 1-3 I 1140-1.651 11:50-2 701 I 6.0-20 10.10-0.151 6,0-20 I 10.05-0.101 I 4.5-5.51 4.5-5.51 I <2 <2 ILov I I ILov--------- --------- 10+101 10 101 I I 1 1 1 1 1 42---------------1 Sanibel 111-151 0-111 --- 11,40-1.601 10.30-0.551 6.0-20 110.10-0.151 10.20-0.501 3.6-7.31 <2 'Low I ---------0.101 110 4 1 2 1 1 1 20-50 1 115-801 I 2-6 2-6 I 11.50-1 651 I 6.0-20 6.0-20 10.03-0.101 I I 3.6-7.31 3.6-7,31 I <2 <2 ILov---------10 I I Low --------- 101 101 1 1 43---------------1 Seffner 113-191 119-801 0-131 1-8 1-8 11.35-1.451 11.50-1 I1«35-1.451 6.0-20 10.07-0.121 6.0-20 10.07-0 121 4.5-7.31 4.5-7.31 <2 ILow <2 ILov I --------- --------- 10 I 10.101 101 5 1 1 1 2 1 1 1 1-5 1-8 601 6.0-20 (0.04-0 081 4.5-7.31 <2 ILov --------- 10.101 I 1 1 44---------------1 Smyrna 117-271 127-801 0-171 1-6 11.35-1.451 3-8 11.35-1 11.50-1 451 6.0-20 10.03-0.071 0.6-6.010,10-0.201 3.6-6.01 3.6-5.51 <2 'Low <2 I --------- Low --------- 10 10 101 151 5 1 1 1 2 1 1 1-5 1 { 1-6 I 651 I ' I 6.0-20 10,03-0.071 I 4.5-5.51 I <2 ILow I I --------- 10:101 1' f I 1 1 I 45: I Smyrna ----------1 118-281 0-181 128-801 f I 1-6 11.35-1 3-8 11.50-1 451 11.35-1.451 I 6.0-20 10.03-0.071 0.6-6. 010.1.0-0.201 I I 3.6-6.01 3.6-5.51 f I <2 ILow---------10.101 <2 ILov---------10 I 1 151 5 1 1 I I 2 1 1 1-5 I 1-6 f I 651 6.0-20 I 10.03-0 071 I ' 4.5-5.51 I <2 ILov---------10:101 I I i I 1 1 I 1 Urban land. 1 1 I I I I I f { I I I 46---------------I Tavares 0-6 1 1 6-801 I 0-4 11.25-1.601 0-4 I 11.40-1 701 f >6.0 1005-0 >60 II 101 10:02-0:051 5 3,6-6.01 3.6-6.01 I <2 'Low <2 ILov I f --- ------10 --------- 101 10 101 I I 5 1 1 2 1 1 I I ,5-2 47 - 7:Tavares--------- Tavares --------- 0-6 1 6-801 I 1 0-4 0-4 I 11.25-3 601 11.40-1 701 I >6.0 >6.0 I 10.05-0 101 10.02-0+051 I 3.6-6.01 3.6-6.01 I {2 ILifw <2 I --------- ILov--------- I 10 1p1 10+101 I 5 I 1 I 2 I .5-2 1 Millhopper ------ 1 0-641 164-761 176-80112-2811.80-1.9010.06-2.010.08-0.151 2-8 8-1411.60-1.801 11.50-1.671 6.0-20 2,0-6.010.08-0.121 10.05-0.101 4.5-6.51 4.5-6.01 <2 <2 ILov--------- How ---------10 10 101 151 5 I 1 2 1 I 1 5-2 1 ' 1 I I I i 4.5-6.01 l <2 I ILow--------- I 10`281 I{ 1 { 1 1 4s: Tavares--- -----1 I 0-6 I 1 0-4 I 11.25-1.60 ! >6.0 I 0.05-0.101 I 3.6-6.01 1 <2 I ILOW --------- I 10 101 ! 5 I 1 2 I 1 1 6-801 0-4 11.40-1.70 >6.0 0.02-O.051 3.6-6.01 <2 How --------- 10.10) 1 .5-2 1 Urban land. I I I I I I I I I I I I 49---------------1 0-741 --- 10.15-0.351 6.0-20 10.30-0.501 4.5-8.41 <2 ;Law ---------I ---1---1 2 1 60-90 Terra Cela 1 1 I I ! I I ! I 1 I I 50. Urban land. I { I I 1 I I { f ( I I I 1 I I I I 1 I 1 I I I � FLOReA WEKIVA AQUIFER VULNERABILITY ASSESSMENT FLORIDA GEOLOGICAL SURVEY REPORT OF INVESTIGATION 104 FLORIDA GEOLOGICAL SURVEY Soil Permeability Soil permeability values were obtained from the soils statewide grid layer developed for FAVA (Arthur et al.. 2005, in preparation), which was compiled from the United States Department of Agriculture - Natural Resources Conservation Service - Soil Service Geographic (SSURGO) data set. This database was mapped at a scale of 1:24,000 and contains the most detailed soil permeability data. However, different permeability values can exist along some county boundaries due to the different mapping techniques used by different soil scientists. The development of this layer included the calculation of average soil permeability values for each soil horizon layer. Then, based on soil horizon thicknesses, weighted -average permeability values were calculated for the entire soil column. This allowed the generation of a data coverage of soils containing a single permeability value per soil polygon. This data coverage is displayed in Figure 3. Missing -data areas on the figure represent urban land, pits and water features. Soil permeability is a measure of the rate at which water travels through the vadose (unsaturated) zone. Areas with high soil permeability values are normally associated with higher aquifer vulnerability. Weights were calculated for soil permeability using the cumulative descending method (refer to Weights of Eviclence Glossary) of the WofE model technique. The highest contrast of any class was calculated at. 13.1 in/hr (9.2 x 10'7' cm/sec) as displayed in Figure 4. Based on the calculated weights, the most appropriate break in the soil permeability evidential theme was at 13.1 in/hr (9.2 x 10*3 cm/sec), creating a binary generalized theme for input into the WAVA model. This contrast break indicated that values exceeding 13.1 in/hr (9.2 x 10.3 cm/sec) were strongly correlated with aquifer vulnerability as defined by the training point data, whereas values less than 13.1 in/hr (9.2 x 10'3 cm/sec) were less significant. The generalized theme is displayed in Figure 5. Buffered Effective Karst Features To represent karst features (i.e., sinkholes) affecting vulnerability in the WAVA model study area, an effective karst GIS grid was generated based on a combination of closed topographic depressions identified in USGS 7.5 -minute quadrangle maps and thickness of overburden on FAS (Figure 6). Closed topographic depressions (considered an estimation of karst feature distribution) are represented on USGS 7.5 -minute maps as enclosed hachured contour lines: The effective karst feature evidential theme was developed by evaluating which of these closed topographic depressions were more likely to be hydrologically connected to the underlying FAS. This was accomplished by filtering out depressions underlain by more than 100 feet (30.5 m) of FAS overburden thickness. The 100 -ft (30.5 m) threshold of overburden thickness has been used to identify karst-prone areas by Cichon et al. (2004) and Wright (1974). Though the location of training points was not used to select this filter threshold, the lack. of their occurrence in areas underlain by more than 100 feet (30.5 m) of FAS overburden thickness ]ends support to the use of this filter. Areas nearer to an effective karst feature are normally associated with higher aquifer vulnerability due to tl;e increased chance of overland flow and the infiltration into the depression. Therefore, buffer zones of 3.600-m (i 1,811 ft) divided into 30-m (98.4 ft) intervals were generated around each karst feature, and weights were calculated for the effective karst feature evidential theme using the cumulative ascending method. The highest contrast of any class was calculated at a distance of 60 m (196.9 ft) from a depression creating a binary generalized theme for input into the WAVA model. In other words, the analysis indicated that this threshold of proximity to karst features maximized the spatial association between the map pattern and the training point pattern. The generalized theme is displayed in Figure 7. UNIVERSAL NI E RS p jr Project No.: ENGINEERING SCIENCES _ Date Typed: Consultants in: Geotechnical Engineering • Environmental Sciences Construction Materials Testing • Threshold inspection Private Provider Inspection (W Field and Laboratory Report Cover Page Client: HSA Golden Attn: Jim Golden 100 East Pine Street, Suite 605 Orlando, Florida 32801 0110,1100352.0000, Task 01 June 28, 2011 Project: City of Ocoee, 10711 Clarcona Ocoee Road, Orange County, Florida - Project #11-628.001 As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. Scope of Work Report No. Type of Report 905158 Constant Head Permeability The results of the observations and or tests are summarized on the attached sheets. We hope this information is sufficient „ror your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. For the mutual protection of Universals clients, the general public, and ourselves, our reports are submitted as the confidential property of our clients. Accordingly, authorization for reliance upon, or publication of, all or portions of this report is reserved pending our written approval. cc: Client (Email & Mail -2) jgolden@hsagolden.com Attachments (1) kn Reviewed By, Universal Engi5eeZig Sciences, Inc. C.O.A. Non004 5 ST. No. 38818 3532 Maggie Blvd. + Orlando, FI 32811 1/ (407) 423-0504 • (407) 423-3106 visit us on the web at www.UniversalEngineering.com roject No.; 0110.1100352.0000, Task 01 Report No.: 905158.1 UNIVERSAL P ENGINEERING SCIENCES Date: June 28, 2011 ED Consultants in: Geotechnical Engineering - Environmental sciences Construction Materials Testing.- Threshold Inspection * Private Provider Inspection Maggie Boulevard - Orlando, FL 32811 - I 423-0604 - (407) 423-3106 REPORT ON CONSTANT HEAD PERMEABILITY (ASTM D-24341AASHTO T-215) Client: HSA Golden Attn: Jim Golden 100 East Pine Street, Suite 605 Orlando, Florida 32801 Project: City of Ocoee, 10711 Clarcona Ocoee Road, Orange County, Florida - Project #11-628.001 Date Tested: 6/21/11 Date Sampled: 6120/11 Tested By: 1 57 Sampled By: I D. Caffery TEST RESULTS Location Soil Description Permeability ft/day 10711 Clarcona Ocoee Road Brown Tan Sand 16.9 10711 Clarcona Ocoee Road Tan Brown Sand 14.4 'All information pertinent to sampling of soil was prepared by the client or contractor. Universal Engineering Sciences is only responsible for the laboratory testing. For informational use only. a mutual protection of Universal's clients, the genera! public, and ourselves, our reports are submitted as the conridentfalpmperty of our clients. Accordingly, wization for reliance upon, or publication of, all or portions of this report is reserved pending our written approval. dkn (WO# N/S) 1� .G fl 0 U P Ocoee Village Center 0 500 1,000 2,000 Utilities 2� Feet N xar Ocoee florldo IMPACT FEE SCHEDULES — EFFECTIVE February 1, 2018 Development projects in the City of Ocoee are subject to: 1) Police, 2) Fire, 3) Recreation, 4) School, and 5) Transportation/Road impact fees. However, only residential projects are subject to recreation and school impact fees. This information packet provides the multipliers used to calculate impact fees. It is a summary of the impact fee information in the Code of the City of Ocoee, Chapter 87 Impact Fees. In addition, water and sewer capital charges and deposits are included at the back of this packet. It is a summary of Chapter 173 Water and Sewers. Sections from the Code are referenced below. The fees imposed for residential and nonresidential construction are a result of the City's fee calculation study that was designed to ensure that the impact fees imposed are rationally related to the benefit received by the applicant. In the event that an applicant believes the impact of the construction will be less than that set forth below, the applicant may, at his or her option, submit evidence to the City Commission in support of an alternative assessment based upon convincing and competent evidence, the City Commission may adjust the impact fee as appropriate for the particular property. The Building Division coordinates the Final Impact Fee Assessment at the time of Building Permit review. All impact fees must be paid before permits may be issued. If you need additional information to estimate impact fees for your project, please contact the applicable City offices listed below: Police, Fire, School and Recreation Impact Fees - Transportation Impact Fees - Water and Sewer Deposits & Capital Charges plus Irrigation Charges - Section 87-43. Definitions. Building Department/Development Services (407) 905-3100 ext. 1000 Planning Department/Development Services (407) 905-3100 ext. 1018 Engineering / Public Works (407) 905-3100 ext. 1504 NON-RESIDENTIAL DWELLING - Any structure which fully encloses space for the occupancy by persons or their activities other than residential dwellings, including but not limited to professional buildings, commercial buildings, public assembly buildings or institutional buildings. RESIDENTIAL DWELLING - Each single-family dwelling in each unit of a condominium, duplex, triplex, mobile home, modular housing, manufactured home, apartment or multiple -dwelling structure designated as a separate dwelling for one (1) or more persons, whether temporarily or permanently (W utilized or designed or intended to be utilized for human habitation. Updated February 1, 2018 Page 1 of 13 1) POLICE IMPACT FEE Section 87-42. Police Fee Schedule. The following police impact fees are hereby assessed by the City and shall be collected by the City prior to the issuance of the building permit or any other development permit for the construction of any structure to be used for a residential or nonresidential dwelling in each district: Residential: $501.04 Nonresidential: $0.33 (thirty-three cents) per square foot 2) FIRE IMPACT FEE Section 87-30. Fire Fee Schedule. The following fire impact fees are hereby assessed by the City and shall be collected by the City prior to issuance of a building permit or any other development permit for the construction of any structure to be used for a residential or nonresidential dwelling. Residential: $636.00 Nonresidential: $0.47 (forty-seven cents) per square foot 3) RECREATION IMPACT FEE (Not applicable to Commercial, Office, or Industrial projects.) Section 87-18. Recreational Park Fee. A recreational park impact fee in the amount of $1,560.00 per residential dwelling unit is hereby assessed by the City. 4) SCHOOL IMPACT FEE (Not applicable to Commercial, Office, or Industrial projects.) The City of Ocoee is required to collect School Impact Fees for Orange County Public Schools. The required impact fee must be paid before the residential building permit can be issued. Single-family detached house: $8,784.00 per dwelling unit Multi -family dwelling unit: $5,919.00 per dwelling unit Townhouse: $6,930 per dwelling unit Mobile home: $6,088.00 per dwelling unit For your information, a copy of the Orange County Public School Impact Fee Ordinance is available at the City of Ocoee Building Division. Updated February 1, 2018 Page 2 of 13 IM TRANSPORTATION/ROAD IMPACT FEE 6) Publicly owned and operated buildings(government, public schools, Ubnyrhao community are exempt from paying road impact fees. Single-family residential additions are also exempt. Section 87-14. Schedule of Road Impact Fees. Land Use Unit of Measure ITE Code Net Impact Fee Port and Terminal Intermodal Truck Terminal 1,000 sf 030 $3,529.99 General Light Industrial 1,000 sf 110 $2,496.72 Manufacturing 1,000 sf 140 $1,366.71 Warehousing 1,000 sf 150 $1,776.32 Mini -warehouse 1,000 sf 151 $895.36 Residential Single Family Dwelling Unit 210 $3,943.71 Apartment Dwelling Unit 220 $2,655.21 Condom in i u mrrown house Dwelling Unit 230 $2,319.70 Mobile Home Dwelling Unit 240 $1,827.77 Congregate Care Facility Occupied DU 253 $792.44 Lodginq Hotel/Motel Occupied Room 310 $2,667.56 Recreational Goff Course Per Hole 430 $16,174.12 Multipurpose Recreational Facility 1,000 sf 435 $1,385.24 Multiplex Movie Theatre 1,000 sf 445 $7,226.69 Institutional Place of Worship 1,000 sf 560 $3,229.48 Day Care Center 1,000 sf 565 $8,323.76 Medical Hospital 1,000 sf 610 $4,400.64 Nursing Home 1,000 sf 620 $584.55 Office Updated February 1.2018 Page 3 of 13 Less than 100,000 1,000 sf 710 $4,752.62 100,000 to 200,000 1,000 sf 710 $3,657.59 Greater than 200,000 1,000 sf 710 $3,241.82 Medical/Dental Office 1,000 sf 720 $11,493.54 Business Park 1,000 sf 770 $3,814.03 Retail Shopping Center: Less than 50,000 1,000 sf GLA 820 $6,942.65 Shopping Center: 50,000 to 99,999 1,000 sf GLA 820 $4,598.24 Shopping Center: 100,000 to 199,999 1,000 sf GLA 820 $4,847.30 Shopping Center: 200,000 to 299,999 1,000 sf GLA 820 $5,429.79 Shopping Center: 300,000 to 399,999 1,000 sf GLA 820 $5,530.65 Shopping Center: 400,000 to 499,999 1,000 sf GLA 820 $5,503.90 Shopping Center: 500,000 to 999,999 1,000 sf GLA 820 $6,026.70 Shopping Center: 1,000,000 to 1,250,000 1,000 sf GLA 820 $6,255.17 Shopping Center: Greater than 1,250,000 1,000 sf GLA 820 $6,026.70 Automobile Sales 1,000 sf 841 $7,963.57 Supermarket 1,000 sf 850 $15,791.28 Convenience Store (open 24 hours) 1,000 sf 851 $34,762.63 Pharmacy/Drugstore w/drive-thru window 1,000 sf 881 $8,700.43 Services Drive-in Bank 1,000 sf 912 $9,608.15 Restaurant, Quality 1,000 sf 931 $14,027.32 Restaurant, High Turnover (sit-down) 1,000 sf 932 $15,978.59 Restaurant, Fast Food 1,000 sf 934 $23,155.88 Automobile Care Center 1,000 sf 942 $3,480.58 Gasoline Station (8 VFP) Fueling position 944 $7,521.03 Gasoline Station w/Convenience Market and Car Wash (12 VFP) Fueling position 946 $14,685.97 Self -Service Car Wash Per Stall 947 $4,308.02 Section 87-5. Road I moact Fee - Alternative fee calculation. A. In the event that an applicant believes the impact of his new building on the roadway network will be less than that derived utilizing the Schedule of Fees in § 87-14, the applicant may submit an Updated February 1, 2018 Page 4 of 13 alternative road impact fee calculation to the Development Review Committee. The Development Review Committee shall review the data, information and assumptions used by the applicant as part of the alternative road impact fee calculation methodology to determine whether the requirements of this section are satisfied, if the Development Review Committee finds that the requirements of this section are satisfied, it shall review the results of the study and determine the applicant's alternative road impact fee for recommendation to the City Commission. If the Development Review Committee finds the requirements of this section are not satisfied, it shall recommend to the City Commission the Road Impact Fee Schedule set forth in § 87-14 for the applicant. The decision of the City Commission as to the use of an alternative road impact fee or the Road Impact Fee Schedule shall be final and binding on the applicant. B. The alternative road impact fee calculations shall be based on data, information or assumptions contained in the City of Ocoee Transportation Impact Fee Update, dated November 1998 and shall be compatible with assumptions used for development of a standards -driven impact fee calculation, provided that: (1) The independent source is an accepted standard source of transportation engineering or planning data; (2) The independent source is a local study carried out by a qualified traffic planner possessing membership in the American Institute of Certified Planners or a professional engineer licensed by the State of Florida pursuant to an accepted methodology of transportation planning or engineering; or (3) If a prior applicant submitted during a prior approval process a traffic impact study consistent with the criteria required by this section and if that study is determined by the Development Review Committee to still be valid, the traffic impacts of the new building shall be presumed 4W to be as described in such prior study. There shall be a rebuttable presumption that a traffic impact study which is more than two years old is invalid. C. The trip length, diversion and capture factor used in the alternative road impact fee calculation shall be based on actual surveys conducted In the City of Ocoee or Orange County or based on professional studies, including commonly used references. For the purposes of the alternative road impact fee calculation, the diversion and capture factor shall be the percentage of average daily trips that a proposed use will generate that constitute new or additional trips added to roadways identified within the Ocoee Transportation Master Plan. Those trips that do not represent additional trip ends shall not be counted as new or additional trips. D. The new building shall be presumed to generate the maximum number of average daily trips to be generated by the most intensive use permitted under the applicable land development regulations, such as the Comprehensive Plan or zoning regulations, or under applicable deed or plat restrictions. E. The cost of the city review of the alternative road impact fee calculation shall be paid by the applicant. Upon submittal of the alternative road impact fee calculation by the applicant, the city shall collect a flat fee of $500 and a review deposit of $1,000 from the applicant. Section 1-12 of Article I of the Land Development Code (Chapter 180 of the Code of Ordinances of the City), as it may from time to time be amended, shall be followed when collecting review fees and deposits under this section. Updated February 1, 2018 Page 5 of 13 WATER & SEWER CAPITAL CHARGES & DEPOSITS Section 173-11. Water Capital Charges. A water capital charge is hereby established at $2,083.00 (two thousand, eighty-three dollars) per equivalent residential unit (ERU). Those persons, corporations or entities who or which have entered into an agreement with the city providing credits against the water connection fee shall be exempt from paying this water capital charge. For the purpose of calculating and imposing the water capital charge, the ERU factor for any particular connection shall be calculated and imposed in the manner provided as follows: ESTABLISHMENT Unit ERU Factor RESIDENTIAL PROJECTS Duplex (1-2 Bedrooms) Per Unit 0.833 Duplex (3 or more Bedrooms) Per Unit 1.000 Mobile Home (1-2 Bedrooms) Per Unit 0.667 Mobile Home (3 or more bedrooms) Per Unit 0,833 Multifamily, Efficiency (Less than 500 sf) Per Unit 0.500 Multifamily (1 bedroom units) (See Note 9) Per Unit 0.583 Multifamily (2 bedroom units) (See Note 9) Per Unit 0.833 Multifamily (3 or more bedroom units) (See Note 9) Per Unit 1.000 Single Family Residence Per Unit 1.000 NON-RESIDENTIAL PROJECTS Animal Kennels Per Kennel Run 0.160 Auditorium Per Seat 0.017 Automotive Repair & Maintenance Per Repair Bay 0.250 Bar/Cocktail Lounge Per Seat 0.067 Barber/Beauty Shop Per Operator Station 0.300 Bowling Alley Per Lane 0.330 Church Per Seat 0.017 Convenience Store (No Gas Pumps) By FU See FU Table Below Dentist Office Per Dentist 0.833 Extended Care Facilities Per Efficiency 0.500 Hospital Per Bed 0.833 Hotel / Motel (See Note 1) Per Room 0.500 Hotel / Motel Suites, 1 Bedroom (See Note 1) Per Unit 0.583 Hotel / Motel Suites, 2 Bedrooms (See Note 1) Per Unit 0.833 Hotel / Motel Suites, 3 or more Bedrooms (See Note 1) Per Unit 1.000 Industrial Buildings (See Note 2) with showers Per Employee 0,117 Industrial Buildings (See Note 2) without showers Per Employee 0.050 Landscape Irrigation Per 1,000 SF 0.125 Laundry, Self Service Per Machine 1.333 Updated February 1, 2018 Page 6 of 13 IM Medical Office (formerly: Doctors Office) Per Doctor 0.833 ESTABLISHMENT Unit ERU Factor Meeting & Banquet Rooms Per Seat 0.017 Nursing Home Per Bed 0.417 Office Building (See Note 3) Per 1,000 SF, gross 0.334 Restaurant (Cafeteria), Full Service Per Seat 0.100 Restaurant, 24 hour Per Seat 0.167 Restaurant, Fast Food Per Seat 0.050 Retail Spaces By FU See FU Table Below Schools, Elementary & Nursery Per Student 0.025 Schools, Middle & High Per Student 0.067 Self Service Gas Station (See Note 5) Per Toilet Room 1.000 Service Station (See Note 6) Per Toilet Room 1.000 Service Station (See Note 6) Per Service Bay 1.000 Service Station (See Note 6) Per Wash Bay 3.200 Theater Per Seat 0.010 Theater (Dinner) Per Seat 0.067 Trailer Park (overnight) Per Space 0.333 Warehouse Space (See Note 4) By FU See FU Table Below NOTES 1 . Hotels and motels: add food service, banquet & meeting rooms, and self service laundries. 2. Add food service; does not include industrial waste flows which are calculated on Fixture Unit (FU) basis. 3. Office buildings: add food service and retail space. 4. Warehouses: add office space, food service, and retail space. 5. Self service gas stations: add Fixture Units (FU). 6. Service (gasoline) Stations: add the total of ERU factors for all service bays, wash bays (not recycled) and toilet rooms. Automatically recycled vehicle washing systems require a professional engineer's signed and sealed estimate of capacity usage. 7. See Fixture Unit (FU) calculations on FU Table below. 8. Ocoee requires a minimum of 1.000 ERU per each separate commercial establishment. 9. Multi -family projects based on units only; no additional capital charges for laundries, pool, or management Updated February 1.2018 Page 7 of 13 FIXTURE UNITS (FU) TABLE Type of Fixture FU ERU Factor NON-RESIDENTIAL PROJECTS Drains, condensate 1.0 0.083 Drains, floor & fixtures not listed: 1 -1/4 -inch trap 1.0 0.083 Drains, floor & fixtures not listed: 1 -1/2 -inch trap 2.0 0.167 Drains, floor & fixtures not listed: 2 -inch trap 3.0 0.250 Drains, floor & fixtures not listed 2 -1/2 -inch trap 4.0 0.333 Drains, floor & fixtures not listed: I 3 -inch trap 5.0 0.417 Drains, floor & fixtures not listed: I 4 -inch trap 6.0 0.500 Updated February 1.2018 Page 7 of 13 Drinking Fountain 0.5 0.042 FIXTURE UNITS (FU) TABLE Type of Fixture FU ERU Factor Laundry Tray 2.0 0.167 Lavatory, large drain (greater than 1 -1/4 -inch trap) 2.0 0.167 Lavatory, small drain (1 -1/4 -inch trap) 1.0 0.083 Showers (per head) 3.0 0.250 Sink, combination (food service) 3.0 0.250 Sink, combination (garbage grinder) 4.0 0.333 Sink, compartmented (2) 3.0 0.250 Sink, compartmented (3) 4.0 0.333 Sink, flushing rim 8.0 0.667 Sink, service (mop/janitor) 3.0 0.250 Sink, service ("p" trap) (Hand) 2.0 0.167 Sink, (pot, scullery, etc.) 4.0 0.333 Urinal 4.0 0.333 Washing Machine (Non coin laundry) by drain size above Varies Varies Water Closet, public 6.0 0.500 RESIDENTIAL PROJECTS (requiring larger than 5/8" meter) Bathroom Group (water closet, lavatory, bathtub/shower) 6.0 0.500 Bath, Half 4.0 0.333 Dishwasher 2.0 0.167 Drains (by drain size above) Varies Varies Lavatory 4.0 0.333 Shower Stall 3.0 0.250 Sink, kitchen 2.0 0.167 Sink, kitchen (garbage grinder/dishwasher) 3.0 0.250 Sink, laundry 2.0 0.167 Washer, clothes (by drain size, above) Varies Varies NOTES 1. Continuous and semi -continuous flows (pumps, air conditioning systems, etc.) are 2.0 FU per gallon per minute (gpm) of flow. Updated February 1, 2018 Page 8 of 13 IM Section 173-28. Sewer Capital Chartres. A sewer capital charge is hereby established at $6,178.00 (six thousand, one hundred seventy-eight dollars) per ERU. Those persons, corporations or entities who or which have previously prepaid the existing sewer capacity charges or who prepaid sewer capacity charges to Prima Vista Utility Company, Inc. (PVU), which were transferred from PVU to the city pursuant to the agreement between PVU and the city dated December 3, 1987, shall be exempt from paying this sewer capital charge. For the purpose of calculating and imposing the sewer capital charge, the ERU factor for any particular connection shall be calculated and imposed in the manner provided as follows: ESTABLISHMENT Unit Factor RESIDENTIAL PROJECTS Duplex (1-2 Bedrooms) Per Unit 0.833 Duplex (3 or more Bedrooms) Per Unit 1.000 Mobile Home (1-2 Bedrooms) Per Unit 0.667 Mobile Home (3 or more bedrooms) Per Unit 0.833 Multifamily, Efficiency (Less than 500 sf) Per Unit 0.500 Multifamily (1 bedroom units) (See Note 9) Per Unit 0.583 Multifamily (2 bedroom units) (See Note 9) Per Unit 0.833 Multifamily (3 or more bedroom units) (See Note 9) Per Unit 1.000 Single Family Residence Per Unit 1.000 NON-RESIDENTIAL PROJECTS Animal Kennels Per Kennel Run 0.160 Auditorium Per Seat 0.017 Automotive Repair & Maintenance Per Repair Bay 0.250 Bar/ Cocktail Lounge _ Per Seat 0.067 Barber/Beauty Shop Per Operator Station 0.300 Bowling Alley Per Lane 0.330 Church Per Seat 0.017 Convenience Store (No Gas Pumps) By FU See FU Table Below Dentist Office Per Dentist 0.833 Extended Care Facilities Per Efficiency 0.500 Hospital Per Bed 0.833 Hotel/Motel (See Note 1) Per Room 0.500 Hotel/Motel Suites, 1 Bedroom (See Note 1) Per Unit 0.583 Hotel/Motel Suites, 2 Bedrooms(See Note 1) Per Unit 0.833 Hotel/Motel Suites, 3 or more Bedrooms (See Note 1) Per Unit 1.000 Industrial Buildings (See Note 2) with showers Per Employee 0.117 Industrial Buildings (See Note 2) without showers Per Employee 0.050 Landscape Irrigation Per 1,000 SF 0.125 Laundry, Self Service Per Machine 1.333 Medical Office (formerly: Doctor's Office) Per Doctor 0.833 Meeting & Banquet Rooms Per Seat 0.017 Updated February 1, 2018 Page 9 of 13 Nursing Home Per Bed 0.417 ESTABLISHMENT Unit Factor Office Building (See Note 3) Per 1,000 SF, gross 0.334 Restaurant (Cafeteria), Full Service Per Seat 0.100 Restaurant, 24 hour Per Seat 0.167 Restaurant, Fast Food Per Seat 0.050 Retail Spaces By FU See FU Table Below Schools, Elementary & Nursery Per Student 0.025 Schools, Middle & High Per Student 0.067 Self Service Gas Station (See Note 5) Per Toilet Room 1.000 Service Station (See Note 6) Per Toilet Room 1.000 Service Station (See Note 6) Per Service Bay 1.000 Service Station (See Note 6) Per Wash Bay 3.200 Theater Per Seat 0.010 Theater (Dinner) Per Seat 0.067 Trailer Park (overnight) Per Space 0.333 Warehouse Space (See Note 4) BY FU See FU Table Below NOTES 1. Hotels and motels: add food service, banquet & meeting rooms, and self-service laundries. 2. Add food service; does not include industrial waste flows which are calculated on Fixture Unit (FU) basis. 3. Office buildings: add food service and retail space._ 4. Warehouses: add office space, food service, and retail space. 5. Self-service gas stations: add Fixture Units (FU). 6. Service (gasoline) Stations: add the total of ERU factors for all service bays, wash bays (not recycled) and toilet rooms. Automatically recycled vehicle washing systems require a professional engineer's signed and sealed estimate of capacity usage. 7. See Fixture Unit (FU) calculations on FU Table below. 8. Ocoee requires a minimum of 1.000 ERU per each separate commercial establishment. 9. Multi -family projects based upon units only; no additional capital charges for laundries, pool, or management offices. Updated February 1, 2018 Page 10 of 13 IM Capacity Demand Based Upon f=ixture Units (FU) Type of Fixture FU ERU Factor NON-RESIDENTIAL PROJECTS Drains, condensate 1.0 0.083 Drains, floor & fixtures not listed: 1 -1/4 -inch trap 1.0 0.083 Drains, floor & fixtures not listed: 1 Y2 -inch trap 2.0 0.167 Drains, floor & fixtures not listed: 2 -inch trap 3.0 0.250 Drains, floor & fixtures not listed 2 Y2 -inch trap 4.0 0.333 Drains, floor & fixtures not listed: 3 -inch trap 5.0 0.417 Drains, floor &fixtures not listed: 4 -inch trap 6.0 0.500 Drinking Fountain 0.5 0.042 Laundry Tray 2.0 0.167 Lavatory, large drain (greater than 1 -1/4 -inch trap) 2.0 0.167 Lavatory, small drain (1 -1/4 -inch trap) 1.0 0.083 Showers (per head) 3.0 0.250 Sink, combination (food service) 3.0 0.250 Sink, combination (garbage grinder) 4.0 0.333 Sink, compartmented (2) 3.0 0.250 Sink, compartmented (3) 4.0 0.333 Sink, flushing rim 8.0 0.667 Sink, service (mopranitor) 3.0 0.250 Sink, service ("p" trap) (Hand) 2.0 0.167 Sink, (pot, scullery, etc.) 4.0 0.333 Urinal 4.0 0.333 Washing Machine (Non coin laundry) by drain size above Varies Varies Water Closet, public 6.0 0.500 RESIDENTIAL PROJECTS (requiring larger than 5/8" meter) Bathroom Group 6.0 0.500 (water closet, lavatory, bathtub/shower) Bath, Half 4.0 0.333 Dishwasher 2.0 0.167 Drains (by drain size above) Varies Varies Lavatory 4.0 0.333 Shower Stall 3.0 0.250 rt Sink, kitchen 2.0 0.167 Sink, kitchen (garbage grinder/dishwasher) 3.0 0.250 Sink, laundry 2.0 0.167 Washer, clothes (by drain size, above) Varies Varies NOTES 1. Continuous and semi -continuous flows (pumps, air conditioning systems, etc.) are 2.0 FU per gallon per minute (gpm) of flow. Updated February 1, 2018 Page 11 of 13 Section 173-3. Water and Sewers Account Deposit. (1) Residential Meter Type Water Deposit Sewer Deposit %-inch $120.00 $120.00 Owner of residence $ 60.00 $ 60.00 Renter of residence $ 80.00 $ 80.00 1 -inch $140.00 $140.00 (2) Non -Residential Meter Type Water Deposit Sewer Deposit %-inch $120.00 $120.00 1 -inch $300.00 $300.00 1'/z -inch $450.00 $450.00 2 -inch $520.00 $520.00 3 -inch and larger To be determined by Director 173-4. (1)(a) Water charges and billing. Base facility charge (zero consumption), effective for all bills issued on or after October 1, 2003, without regard to the date of the meter reading: Meter Type Charge 1/44nch $ 7.64 1 -inch $ 19.10 1'/ --inch $ 38.20 2 -inch $ 61.12 3 -inch $ 122.24 4 -inch $ 191.00 6 -inch $ 382.00 8 -inch $ 611.00 10 -inch $ 878.60 12 -inch $1,642.60 Updated February 1, 2018 Page 12 of 13 21 173-4. (2)(a) Sewer charges and billing. Base facility charge (zero consumption), effective for all bills issued on or after October 1, 2003, without regard to the date of the meter reading: Meter Type ...__ .............__.._ _.__ Charge %-inch $ 14.22 1 -inch $ 35.56 1'l -inch $ 71.12 2 -inch $ 113.79 3 -inch $ 227.58 4 -inch $ 355.60 6 -inch $ 393.46 8 -inch $1,137.94 10 -inch $1,635.79 12 -inch $3,058.22 Resolution No. 2003-17. Reclaimed Water System Rates. Base facility charge (zero consumption), effective for all bills issued on or after October 1, 2003, without regard to the date of the meter reading. Meter Type Charge %-inch $ 5.90 1 -inch $ 14.75 1Y2 -inch $ 29.50 2 -inch $ 47.21 3 -inch $ 94.43 4 -inch $ 147.54 6 -inch $ 295.09 8 -inch $ 471.99 10 -inch $ 678.71 12 -inch $1,268.90 Updated February 1, 2018 Page 13 of 13 Un Legend Schools © Hospitals Property Outline City Boundary ` HOPE CHAT :J "E Fullers"Ctass n m 0 Crown ``y RI Point way y � j z r E - E o = v a Z K s" ST LILLIE V �; HIGH SCHOOL til St THE KING'S ALVI V;MY t<a Bay St E 1 i ORANGE TECHN ICm IMaple3SOEsT.L., CAMPUS WILLIAM S MAXEY UNIVERSI MID-FLO 8 EDUCAI 0 'p M.iynolia u i:k ti "k Beach Ave // Hill Dr Paradise Heights Paradise Heights Walker 0 I der Dr I Cau/ey Rd Westyi' Hi Blva �/ � 3 3/ o ov a N A � RENAISSANCE CHARTER AT Fullers �/West:Rd ROWN POINT OCOEE HIGH HIGH R r or GLAD TIDINGS ACADEMY 0 Lee FMI S.T.E. M. ACADEMY 437: t T��I ry�S t m N Q i N \ E \�\ E n Enterprise St c , g - m F m s v g a 0 Cla: tens Norse C 3ili E E o .____McCormick-Rd=W---._,.-----:-.__. ,Os m o a D 0 ew, 3 ,r Cnnni� 77,Cake au, .plartona e/ glossonoF . Cir LEAH^.II. CENTF.hj EMarra Dr 0 4 GLAD TIDINGS •01� ACADEMY-EAT 1� 3 Cross C�'G Sawnill o a brant Lake Rd a Lake a Sims Ra=/jam G�ge.cona:.Ocoee- \ �j k,rden Oaks Dr l� .eaole Lake II Meadow II A., ij e.nt D SCHI F Dr 0 Capitol,, �`-� 9\ Q O o °i p Oa0 _ _—Balboa=Dr ll A o < Licaria Prairie> o 00 = a i m Nicole Blvd Lake n r 'y' 6th Ave - X11 a J > n - Marlee D, < j �� t �'- 'II COLLEGE CHAR (: LNIRALFLORIDA Etta a PREPARATORY DEEP OT CENTRAL FLORIDA CHRISTIAN ACADEMY 4 ---o-Dt L ACA a SCHOO jatle \ p - ¢ SPRING LAKE n u WEST OAKS S v p ELEMENTAR, L• ACADEMY -P1 cHRISEUd `—WursY-Rd�._:�. n L g7 '.. �\ 2 ACAORY DEMY h\�v �IS � Y' �yalch Ct Sze\\� Cira Andre C" Dr Lowman Ave >. -' vail vedS D° o e c ,��fVav ` a ✓�✓ Spring Burns Tree Ct � plewelliny Ave Lake Mobile Lrr h D A y c m %cot Dr = A o take _ r >� ___ center St- d > J I lCc ' 1 438 H c y n O Sf rlio,'. z U ny J "li Lake CDei' �,_,, E Sitver_Sta Rd __� GD� wall Ave Lucy dee Starke Lake O LEGACY OF JOSHACADEMY v CITRt15 CI ELE1'a6PgC/ �/ \\Y,ake< IEAPSANDDOUNDS EARFIRSTNNO • Na • Se7 STE STNTERIEPS 'T'Q Ot Lak / oc N l Lake I` Florence I OCOE?4PIDDLE Olympia m D ;i • ocotss Banc vrC va ELEMEflPARv O yr i rOak St aHom°y u o o� a o ¢�' _ v O y � Silvers Orlando Ave "A -- White Rd veno Dr Hal Ct a o y'h Sn ..fire DI re Rose Dr Capitol,, �`-� 9\ Q SunsprvteCt --Sty=Rd_= """111 — Geneva St E or °i p Oa0 _ _—Balboa=Dr ll a m o 00 = a I gyerly3 ��� Maine 9 Sl J, �tv' U nD 6� � ErY\ �°iia GOOD HOMES HOn pf454 Dr PRESCHOOL r 'y' St `� OFORLANDO X11 HEALTH CENTRAL J _ - -' W Colonial Dr 5050 v r- w HOSPITAL Ilr KIDS COMMUNIT{ake _ 5o � F �� t �'- 'II COLLEGE CHAR (: LNIRALFLORIDA Etta a PREPARATORY DEEP OT CENTRAL FLORIDA CHRISTIAN ACADEMY ---o-Dt L ACA a SCHOO jatle \ n Lde,_ Seminole St �X.G fl 0 P Buckman Property 0 0.25 0.5 , / aRr•R.nr Hospital and School Map Miles A 1 L Tavares Mt Dora Tavares Mt Dora S Tangerine Tangerine Jones Ave ro ZO Sorrento ae Sorrento Mt Plymouth Mt Plymouth a' S 6 K'oILRark Rd W OchRdE Wek�ka s, in .. c m wss Ry i Seminole V) w Y .v'Rd E"' x = .4 2 a Apopka � Apopka a36 city n v�A 414 d�ae Paradise"d Paradise Heights Heights r - Mon[verde n _ - Fairview 1 Montverde o - Shores �_ , irview res a tioee, 2 old, I Winter Garden Ocoee ¢ rt �Qgtb,,zst -� z �Oc 9ryway 50 Oakland Winter Garden '- �'� e oe, 7ildenville s Pine Hills z0akland Tildenville Hills_-' axa ja s — E _ o n ®d— 50 SR -50 E �.ru Lake n Orlo Vista — I 1 S food Marsh Rd� nraok - F v a ry '135 i Tii env � Down � . - "'^�� Holden rc Windermere E S Heights indermere c ,rny Wird ,e,r q„ ��� Holden Height m Bay Hill Oak Ridge a Bay Hill w� Oak Ridge Doctor Tangelo Park Tang e o Park z Phillips Doctor Legend .,.r PhilliPgj Cee Big Sand 1 Rcl Meb 1 < Sh Lake Site c N "fir m o Bay 5 Minutes Lake Williamsburg Williamsburg 10 Minutes 15 Minutes F City Boundary w c' La gym. q Bue Vista Nil fl U U P Buckman Property o 1 z 4 / 5, 10 , 15 Minute Drive Time Map Miles N TRAFFIC IMPACT ANALYSIS OCOEEVILKAGE CENTER CITY OF OCOEE, FLORIDA Prepared for: WC Group 246North VVeStrnOnhgDrive Altamonte Springs, Florida 32714 Prepared by: Traffic Planning and Design, Inc. 535Versailles Drive Maitland, Florida 32751 407'828-8855 October 2018 TPD NQ 5095 PROFESSIONAL ENGINEERING CERTIFICATION I hereby certify that I am a Professional Engineer properly registered in the State of Florida practicing with Traffic Planning & Design, Inc., a corporation authorized to operate as an engineering business, EB -3702, by the State of Florida Department of Professional Regulation, Board of Professional Engineers, and that I have prepared or approved the evaluations, findings, opinions, conclusions, or technical advice attached hereto for: LOCATION: CLIENT: Ocoee Village Center City of Ocoee, Florida WC Group I hereby acknowledge that the procedures and references used to develop the results contained in these computations are standard to the professional practice of Transportation Engineering as applied through professional judgment and experience. NAME: Turgut lilt P.E. No.: DATE: 2040W EN Octd'ber ,2016 SIGNATURE. F ORI �xs l NA% - 1111110, TABLE OF CONTENTS Page INTRODUCTION..........................................................................................................................1 STUDYAREA............................................................................................................................... 4 EXISTINGCONDITIONS ANALYSIS...................................................................................... 6 Roadway Segment Analysis Intersection Analysis PROPOSED DEVELOPMENT AND TRIP GENERATION.................................................11 Trip Generation Trip Distribution/Trip Assignment PROJECTED TRAFFIC CONDITIONS..................................................................................14 Roadway Segment Analysis Intersection Analysis Turn Lane Analysis STUDYCONCLUSIONS.......................................................................................................... 24 APPENDICES............................................................................................................................. 26 A Methodology Memorandum and Correspondence B CMS Database C Intersection Volumes/FDOT Factors and Signal Timings D Existing Intersection Capacity Analysis Worksheets E Trends Analysis Worksheets F Projected Intersection Capacity Analysis Worksheets TABLE OF CONTENTS, continued LIST OF TABLES Page Table 1 Existing Daily Roadway Capacity Analysis.............................................................. 7 Table 2 Existing Intersection Capacity Analysis................................................................. 10 Table 3 Trip Generation Summary ......................................................................................... 12 Table 4 Projected Roadway Capacity Analysis.................................................................... 15 Table 5 Projected Intersection Capacity Analysis................................................................ 21 Table 6 Projected Site Access Capacity Analysis............................................................... 21 Table 7 Projected Intersection Capacity Analysis (with Improvements) .......................... 22 LIST OF FIGURES Figure 1 Project Location Map............................................................................ ..................... Figure2 Proposed Site Plan..................................................................................................... 3 Figure 3 Study Intersections...................................................................................................... 5 Figure 4 (a) Existing A.M./P.M. Peak Hour Intersection Volumes ..................................... 8 Figure 4 (b) Existing A.M./P.M. Peak Hour Intersection Volumes ..................................... 9 Figure 5 Project Trip Distribution........................................................................................... 13 Figure 6(a) Projected A.M. Peak Hour Intersection Volumes............................................16 Figure 6(b) Projected A.M. Peak Hour Intersection Volumes............................................17 Figure 7(a) Projected P.M. Peak Hour Intersection Volumes ............................................ 18 Figure 7(b) Projected P.M. Peak Hour Intersection Volumes............................................19 Figure 7(c) Projected P.M. Peak Hour Intersection Volumes ............................................ 20 This traffic analysis was performed to assess the impact ofthe proposed Ocoee Village Center development in the City of Ocoee, Florida. The site is located OD Lakewood AveOUe/C|arcone- OooeaRoad immediately tothe east of8R42S. Figure 1depicts the project's aite|ooaUonand its one -mile impact area. Access fothe site will be provided via access driveways VO both Lakewood Avenue and C|oroona-Ocoee Rood. Figure 2 is a conceptual site plan of the development which consists of: * North OfC|arcoD@-OcoeeRoad 350 MF Residential Units 140 Room Hotel 20,000 Sq FtRetail Commercial * South of Clarcona-Ocoee Road 240 Townhome Units 115,000 Sq Ft Retail Commercial Prior to the conduct of the ana|ysis, a methodology me00[8ndU[D was SUbnnU±ed to the City identifying an impact area along with the CMS roadway segments and intersections to be included in the analysis. Additionally, the project's trip gene[aton and distribution characteristics were documented and graphically illustrated. The methodology rnennonandum, correspondence from the City and the responses are included iDAppendix A. Data used in this analysis consists of site plan/development information provided by the Project EnQineers.A.K8./z.W1. peak hour traffic counts obtained bvTraffic Planning and Design, Inc. (TPD) and roadway segment data obtained from the City of Ocoee's Concurrency Management System (CMS). Ocoee Village Center Project Ne5095 Pege1 6papka Dr ru Ps zs i R 429) f7 Fn o 6t 2'- atk, e,_ P ve 3rd Ave diW 4th )kve pmme;L*e Nice tit L LL -k Rd Ave Vignetfi P r 1 -Mile -t i_Ay_Q.i Ave ens eCi 45 177� 77,07 Ocoee Village Center N Project NQ 5095 Project Location Map Figure 1 Ms A The City's Traffic Impact Analysis Methodology Outline requires that the extent of the impact area include all road segments that fall within one -mile of the project site and all roadways with a trip generation of more than 5% of the maximum service volume outside of the one -mile radius. A significance test was conducted, and impacted roadway segments and intersections were identified in the study methodology. The methodology was reviewed by the City and the study roadway segments and intersections, shown in Figure 3, were identified for use in the analysis as follows: Roadway Segments: • Clarcona-Ocoee Road * Lakewood Avenue • Ocoee -Apopka Road * Wurst Road • A.D. Mims Road: * West Road: • Adair Street: * Fuller's Cross Road • Ingram Road: Study Intersections: SR 429 to N. Lakewood Avenue N. Lakewood Avenue to Ingram Road SR 438 to Rewis Street Rewis Street to Wurst Road Wurst Road to Fuller's Cross Road Fuller's Cross Road to Clarcona-Ocoee Road Demastus Lane to Fuller's Cross Road Fuller's Cross Road to West Road West Road to McCormick Road Lakewood Avenue to Adair Street Adair Street to A.D. Mims Road Wurst Road to Clarke Road Ocoee- Apopka Road to SR 429 Wurst Road to Clarcona-Ocoee Road Ocoee -Apopka Road to Lakewood Avenue McCormick Road to Clarcona-Ocoee Road • Ocoee -Apopka Road to West Road • West Road & SR 429 SB Ramps * West Road & SR 429 NB Ramps • Clarcona-Ocoee Road & Lakewood Avenue * Clarcona-Ocoee Road & Adair Street • Ocoee -Apopka Road & Fuller's Cross Road • Lakewood Avenue & Fuller's Cross Road • Lakewood Avenue & Wurst Road • Project Entrances =- Ocoee Village Center Project N2 5095 IN Page 4 f tA 4A 0 —M A AVE ab L. 0 ui 3- 00RE EN AVE Et pC)pKA OCOEE wm !DR , PDXFIR�:D*`f3Z LOG cm 0 'eb LA % 0 —ADAIR-ST -`5 L� Lu z > uj 3AVi S8343d,w�-.- < BUTLER--AVf X P , u-, iL > Lj, Lu 0 f tA 4A 0 ab L. 0 ui 3- Et pC)pKA OCOEE !DR , LOG cm 0 'eb LA % 0 EXISTING CONDITIONS ANALYSIS Anexisting conditions analysis was conducted for the CMS roadway segments and their major intersections utilizing existing traffic volumes and roadway geometry to establish their cVnerd operating conditions. The roadways were analyzed for daily traffic conditions and the intersections for P.M. peak hour conditions. Additionally, two of the study |DtenSeCtiOOB DD Lakewood Avenue were analyzed for A.W1.peak hour conditions due toarea school traffic. Roadway Segment Analysis The study roadway segments were analyzed bvcomparing their existing daily traffic volumes with the corresponding capacities at the adopted LOS standard. Roadway segments were obtained from the City's CW18 database and Updated as per the City's request. Daily traffic coUDbg were obtained from the most recent AADT information obtained from Orange County and from FDOT count stations, and from turning Dl0VaOlGOt COVOte where FD[>T7C)range County traffic CDuDtS were not available with the use of a K factor of 0.09. The CMS traffic volumes and capacities by roadway segment are included inAppendix B. Asummary ofthe daily roadway capacity analysis is presented in Table 1. The existing conditions analysis reveals that the study segments currently operate satisfactorily within their adopted capacities. Intersection Analysis The study intersections were analyzed in accordance with the procedures of the 2010 Highway Capacity Manual (HCM) using the latest version of the Highway Capacity Gnfwona (HCS). The capacity analysis at each intersection was performed using the eXGUUQ intersection geometry, traffic volumes during the P.M. peak hour for all intersections and theA.K4. peak hour at the directly impacted intersections as requested by the City and signal timing/phasing data. The counts were adjusted based on F[}OT`o amoeona| factors corresponding to the week the when the counts were taken. Figures 4(a) and 4(d) depict the adjusted existing peak hOU[ traffic volumes. Existing turning movement counts along with FD(}T's Peak Season Category Report and the intersection signal timing sheets obtained from the City of Ocoee are included in Appendix C. Ocoee Village Center Project Nu5V95 Table 1 Existina Daily Roadway Capacity Analysis Roadway Segment Data Source No. of Lanes LOS Std Daily Capacity Existing AADT Capacity Available? Clarcona-Ocoee Road SR 429 to N. Lakewood Ave OC 454.9 4 E 39 800 17,757 Yes N. Lakewood Ave to Ingram Rd OC 70.0 4 E 39,800 13,621 Yes Lakewood Avenue SR 438 to Rewis St MOT 8056** 2 E 17,700 8,900 Yes Rewis St to Wurst Rd OC 33.2 2 E 17,700 3,727 Yes Wurst Rd to Fuller's Cross Rd TMC* 2 E 17,700 5,233 Yes Fuller's Cross Rd to Clarcona-Ocoee Rd OC 66.1 2 E 17,700 5,903 Yes Ocoee -Apopka Road Demastus Ln to Fuller's Cross Rd OC 73.0 2 E 17,700 9,463 Yes Fuller's Cross Rd to West Rd TMC* 2 E 17,700 16,367 Yes West Rd to McCormick Rd OC 71.0 2 E 17,700 12,413 Yes Wurst Road Lakewood Ave to Adair St OC 7130.0 2 D 14,800 5,379 Yes Adair St to A.D. Mims Rd FDOT 8059** 2 D 14,800 5500 Yes— A.D. Mims Road Wurst Rd to Clarke Rd FDOT 8166 -- 2 E 15,600 6000 Yes West Road Ocoee -Apopka Rd to SIR 429 OC 2024 4 D 32,400 ------ 9,230 Yes Adair Street Wurst Rd to Clarcona-Ocoee Rd F OC 8161 2 D 14,800 4,006 Yes Fuller's Cross Road Ocoee -Apopka Rd to Lakewood Ave TMC* 2 E 17,700 6,667 Yes Ingram Road McCormick Rd to Clarcona-Ocoee Rd F OC 8162 2 D 14,800 2,892 Yes * Counts obtained from turning movement counts collected by Traffic Planning and Design, Inc. — FDOT count stations were used where Orange County counts were not available Ocoee Village Center Project N2 6095 Page 7 IT (2) 0 E. 0 S LqJ cr) 00 00(0 1,- Ln CIJ N CI) 172 181 582 206 J L 312 wase Ra 524 45 124 96 0 � I F 39 LO CI) LO LO E M z (952)715 (268) 290 73 685 (1) 4 47 (1) 7 (981)747 411 )p (186) 108 fl- Ln Legend: (000) 000 Peak Hour D= P.M. A.M. Peak Hour N Ocoee Village Center Project Ng 5095 Existing Traffic Volumes. Figure 4(a) CL O0 U M LO CI) U') icor 12 CON 29 754 232 CJI L 51 J L 50 Clarcona-gcoce Rd �� Fuller's Cress Rd 6 313 147 14 F F 157----1 00 co N 6 "r 1- co Q0 N LO Kb� T (0N M (.0 04 ,It LO (0 LO 70 3 (Fullees Cross Rd) L 00 Worst Rd (98)189 7 (87)81 r � 0) cc LO Legend: (000) 000 P.M. Peak Hour LI= A.M. Peak Hour N Ocoee Village Center Project No 5095 Existing Traffic Volumes Figure 4(b) NTS The intersection capacity analysis results are summarized in Table 2 which shows that the study intersections operate @tsatisfactory Levels of Service except for the eastbound approach 0fthe STOP -controlled intersection ofLakewood Avenue and Fullers {}noaa Roed, which currently Operates at Level of Service "F during the A.M. peak hour. Detailed HCS worksheets; are included in Appendix D. Table 2 Existing Intersection Capacity Analysis Int # Intersection Control rime EB WB NB SB Overall Period Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS 6 Ocoee -Apopka Rd & Fuller's Cross Rd Signal PM. 67.8 E 66.7 E 49,0 D 52,8 D 57.2 E 7 Lakewood Ave & Fuller's Cross Rd STOP Ocoee Village Center Project No5O95 Page 10 .111 �l ' i _ ► _;_G. • ► The proposed development will consist of the following: • North of Clarcona-Ocoee Road 350 MF Residential Units 140 Room Hotel 20,000 Sq Ft Retail Commercial • South of Clarcona-Ocoee Road 240 Townhome Units 115,000 Sq Ft Retail Commercial To determine the impact of this development, an analysis of its trip generation characteristics was conducted. This included the determination of the trips to be generated as well as their distribution to the area roadways. Trip Generation Trip generation rates were obtained from the 10th Edition of the Institute of Transportation Engineers (ITE) Trip Generation Manual. As a mixed-use development, the project will generate internal trips estimated with the use of the NCHRP 684 Internal Trip Capture Estimation Tool. Furthermore, the retail commercial uses will generate a portion of their trips from the existing traffic stream on adjacent roadways as pass -by trips. The pass -by trips were estimated with the use of data from the 3rd Edition of the ITE Handbook. Subtracting the internal and pass -by trips results in new net trips to be added to the area roadways. The trip generation, internal capture and pass -by worksheets are included in Appendix A within the study methodology. Table 3 provides a summary of the trip generation for the proposed development. As can be seen the project is expected to generate 9,326 new net daily trips, 478 A.M. peak hour trips and 744 new net P.M. peak hour trips to be added to the area roadways Ocoee Village Center Project Ne 5095 Page 11 Table 3 Trip Generation Summary ITE Code Land Use Size* Daily A.M. Peak Hour P.M. Peak Hour Ra Rate Enter Exit Total Rate Enter E — - -_ it FTOQ North of Clarcona-Ocoee Road 220 Multi -Family 350 DU 7.44 2,605 0.45 36 121 157 0 51 F1 13 67 180 310 Hotel 140 Rms 8.24 1,154 0.46 38 27 65 0.656 40 39 79 820 Retail Commercial 20 KSF 100.60 2,012 8.10 100 62 162 79 86 165 Total Trips 5,771 174 210 �E384 232 192 424 Internal Trips (18%) 1,039 31 38 69 42 35 77 Retail Pass -by Trips (34%) 561 28 17 45 22 24 46 New Net Trips 4,171 115 155 3 301 South of Clarcona-0coee Road 220 Multi -Family 240 DU .39 1,774 25 85 110 81 48 129 820 Retail Commercial 115 KSF 57.49 6,611 129 80 209 289 314 603 Total Trips 8,385 154 165 319 370 362 732 Internal Trips (16%) 1,342 25 J 26 51 59 58 117 Retail Pass -by Trips (34%) 1,888 37 23 50 83 89 172 New Net Trips 5,155 92 116 208 228 215 443 Total New Net Trips 9,326 207 271 478 396 348 744 ~ DU= Dwelling units, nme Roomsxap=1.000equare-feet Trip Distribution/Trip Assignment A trip distribution pattern was estimated using the currently adopted Central Florida Regional Planning k8Vde| (CFRpK8). A Select Zone Analysis (SZ8) was conducted by modifying the 2020 interim year model network to include a Traffic Analysis Zone (TAZ) representing the proposed project and the model's socio-economic data updated toreflect the proposed project bui|douL The model -generated distribution is included in Appendix A within the study methodology. This distribution was reviewed for reasonableness and an adjustment was made based upon the site's access configuration and |o:m} traffic patterns. The model assigned orather high 22%ofthe project tripohnmC|ancono-O000eRoad togosouth onAdair Street and then east bxWurstRoad and A.D. Mims Road. Twelve percent nfthe project trips were re -assigned from Adair Street to Lakewood Avenue to go south and then east via VVurst Road and Silver Star Rood. The modified distribution is illustrated in Figure 5. Utilizing this distribution, the project tripsmiUbeasai0nedtothemtudyanearVedvvove/interaectionn. Ocoee popka we Dr ary pa Pari) D � 1; c C r i R W m 429 3 a r,1'9r uIII P lers e Pt �e Gt8 z pp 3rd ve t v 4th ve F Rdis e 1 P�akieL*e. r d % I Ave ly o *1 Vigneit P r t of o - lii i P � Cr rvn P irrt I * r 1 -Mile 4�5 St w lU�t , SFS g �fi1 n P nt Cr 's Rd Aiaeie LakE aClr�ens Ci St+tta�ey, • ri ,r __6 11 � �� � arc.. (� � �;'A Circle � e r -"�, ' i lr`I Legend: —:It rPercent Distribution LL 439� T' n nt-,G[ Iden � x F L 8kE ="� Gre n Ocoee Village Project NQ 5095 Figure 5 ■® I N Project Trip Distribution * PROJECTED TRAFFIC CONDITIONS A capacity analysis was performed for the study roadway segments and intersections based on projected traffic conditions k}assess the effect nfthe proposed development omthe surrounding transportation network otthe build -out 'ofthe project in2U21.Thap joutedtraffinvo|unneauaed iOthe analysis consist Ufbackground traffic volumes combined with project irips.Atrends analysis of the historical traffic volumes on the area roadways revealed annual growth rates ranging from -0.3696 to 10.6396. An average growth Rate Of596was used in the background traffic estimation. The trends analysis charts are included inAppendix E. Roadway Segment Analysis A roadway segment analysis was performed for the study roadway segments bvcomparing tha projected daily segment volumes with the respective capacities at the adopted LOS standard. The daily analysis is summarized in Table 4. The table shows the existing roadway segments along with their existing daily volumes combined with background traffic volumes and projectUipG to obtain total segment volumes. The results of the analysis show that the study roadway segments will continue LDoperate atsatisfactory LOS iDthe projected coDditinns.exceptfo[the segment of Ocoee -Apopka Road which is projected to operate at Level of Service ^F^ due to background traffic growth. The project ui||gddzerD(U)thpstDthiSSeg[OeOt. Intersection Analysis Toassess the projected operating conditions atthe study intersanUons, intersection oouocit/ analyses were conducted using the Highway Capacity Software (HCS). Total peak hour traffic volumes were determined by combining existing traffic volumes with background traffic and new project trips. Figunes S(a)" (b) and Figures 7(a). (b), (c) show the projected A.M. and P.M. peak hour intersection turning movements, respectively, for the study intersections and the site access dhveVYays. Table 6 SU0On@riI8s the projected intersection Levels of Gen/ice and Table 6 summarizes the projected Levels nfService for the site access driveways. Ocoee Table 4 Projected Roadway Capacity Analysis Roadway Segment No. of Lanes LOS Std Daily Capacity Projected Traffic Capacity Available? Backg'd' % Dist Project Trips Total Trips LOS Clarcona-Ocoee Road SR 429 to N. Lakewood Ave 4 E 39,800 20,421 27% 2,518 22,939 C Yes N. Lakewood Ave to Ingram Rd 4 E 39,800 15,664 32% 2,984 18,648 C Yes Lakewood Avenue SR 438 to Rewis St 2 E 17,700 10,235 14% 1,306 11,541 C Yes Reavis St to Wurst Rd 2 E 17,700 4,286 14% 1,306 5,592 C Yes Wurst Rd to Fuller's Cross Rd 2 E 17,700 6,018 21% 1,958 7,977 C Yes Fuller's Cross Rd to Clarcona-Ocoee Rd 2 E 17,700 6,788 41% 3,824 10,612 C Yes Ocoee -Apopka Road Demastus Ln to Fuller's Cross Rd 2 E 17,700 10,882 7% 653 11,535 C Yes Fuller's Cross Rd to West Rd 2 E 17,700 18,822 0% 0 18,822 F No West Rd to McCormick Rd 2 E 17,700 14,275 8% 746 15,021 C Yes Wurst Road Lakewood Ave to Adair St 2 D 14,800 6,186 7% 653 6,839 C Yes Adair St to A.D. Mims Rd 2 D 14,800 6,325 13% 1,212 7,537 D Yes A.D. Mims Road Wurst Rd to Clarke Rd 2 E 15,600 6,900 10% 933 7,833 D Yes West Road Ocoee -Apopka Rd to SR 429 4 D 32,400 10,615 12% 1,119 11,734 C Yes Adair Street Wurst Rd to Clarcona-Ocoee Rd 2 D 14,800 4,607 10% 933 5,540 C Yes Fuller's Cross Road Ocoee -Apopka Rd to Lakewood Ave 2 E 17,700 7,667 20% 1,865 9,532 C Yes Ingram Road McCormick Rd to Clarcona-Ocoee Rd 2 D 14,800 3,326 2% 187 3,512 C Yes ' Background traffic= Existing X 1.15 Ocoee Village Center Project N2 5095 Page 15 Ocoee Village Center N Project Na 5095 Projected A.M. Peak Hour_ _� Figure 6(a) Traffic Volumes s 00 t-0 122+(20)=142 Access 5 LO o rn O O o 400+(62)=462 Access 6 0) co C"I N co + S - 0+ O + LO It uD LO co C"I rY d - t --CI) P< M N C0 0 0 (14) [Fuiiers cross Rd] 113+(37)=150 Access 7 0+(4)=4 100----i N C\4 iI C, 0 0 M Legend: 000 +[000] + (000) =aaa -J Total Traffic Project Trips Pass -by Trips Background Traffic N 10 Ocoee Village Center Projected A.M. Peak Hour* Project NQ 5095 Traffic Volumes Figure 6(b) h x n h � II < (t m N o m U O + vi u>ui mm UD ce) 198+(28)=226 �-- 2208+(14)=222 .E— 669+(42)=711 37 359+(45)=404 "'III West Ra 603+(48)=651 wase Ra � � � 110+(16)=1 52 143 45� M N V K N � ` 00 14 L84+(7)=91 J )=954 � 59 •E— 788+(87)=875 Clarwna-0eoee Rd —ItD Clarcona-0eoea Rd 547 473+(56)=529 $84+(77)=961 h N 181+(35)=216 It h co N M Nin II N_ U H + CD O v N 7 a b O a 0 Q h b O 00 1100 C 4 rn I� Y °b + O �)! V � 33 t° 81+(28)=109 E-- 267+(42)=309 3 58+(28)=86 115 +FulleYs Cross Rd i Wurst Rd 360 � r 8 169+(48)=217 — --0 I 3 —> 7� corN 7� hNif3 rno cc Is N I4 N t + O h m L€arend: *Refer to Figure 8b 000 +[000] + (000) = 000 c for intersectionsnA anda ��_ Total Traffic Project Trips Pass-t>y Tnps Background Traffic N Ocoee Village Center Projected P.M. Peak Hour, .r Project NL) 5095 Traffic Volumes ._ __ Figure 7(a) a Q a ¢ a u a 0 d O tta ¢ tlIf i� + N: h (30) co [5]+(34)-39 JL4+50]+(93=477 I 0 822-[50]+(23)=795 3 [ u [10]+(14)=24 r4 919-[3]+(86)=1,002 I► 1,161-[10]+(113)=1,264 (Clercona-Ocoee Rd 991-[16]+(86)=1,061 --0 [16]+(21)=37_-4,, r 8+[2]+(33)=43' 859-[9][7]++(50(3j-9 )-4400 —> 1,146-[12]+(5)+(84)=1,223-0 [12]+(17)=29 F 1,146-[5]+(98)=1,239 —"—� [5]+(5)=10 C. t` 124+(18)=142 _ N^ co + W Q + C + N V 9 ° Y N M co N + c) of ori V a J ¢ Legend: 000 +[0010] + (000) = 000 E Total Traffic i Project Trips . I Pass -by Trips Background Traffic IL-0 (26) Access 5 m N t� CCr N o L� 411+(100)=511 0 1 Access 6 ti M M M O H U M �+ {�r CI) N C''} to N It3 G4 C4 } } N � O 0 (8) Fuller's cross Rd 217+(66)=283 !I Access 7 (14)-� 93----j �rN �j 00 c`v'n tl W � a 0 ' LO r 0 mLegend: O 000 +[000] + (OOD) = 00� Total Traffic Project Trips Pass -by Trips - Background Traffic N Ocoee village Center Projected P.M. Peak Hour* Project NQ 5095 Traffic Volumes T. Figure 7(c) Table 5 Projected Intersection Capacity Analysis Int# Intersection Control Time Period EB WB NB SB Overall Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS 1 Ocoee -Apopka Rd & West Rd Signal PM 72.2 E 65.1 E 25.6 C 20.6 C 39.7 D 2 West Rd & SR 429 SB Ramps Signal PM 11.7 B 5.9 A - - 41.1 D 10.8 B 3 West Rd & SR 429 NB Ramps Signal PM 13.9 B 26.7 C 44.3 D - - 29.3 C 4 Clarcona-Ocoee Rd & Lakewood Ave Signal AM 28.3 C 23.0 C 68.4 E 78.4 E 31.9 C PM 38.6 D 29.5 C 62.6 E 79.4 E 39.8 D 5 Clarcona-Ocoee Rd & Adair St STOP PM 8.6 A 7.6 A 38.4 D 27.7 C 11.0 B 6 Ocoee -Apopka Rd & Fuller's Cross Rd Signal PM 102.2 F 25.4 C 66.7 E 70.1 E 68.9 E 7 Lakewood Ave & Fuller's Cross Rd STOP AM ** F 174.2 F 7.9 A - - PM - PM ** F 29.9 D 3.8 A - Full AM - 8 Lakewood Ave & Wurst Rd AWSC PM 9.2 A 11.6 B 13.7 B 12.2 B 12.6 B ** Delay exceeds 300s Table 6 Projected Site Access Capacity Analysis Intersection Access Type Time Period EB WB NB SB Delay LOS Delay LOS Dela LOS Delay LOS Access 1 @ Clarcona-Ocoee Rd Right In/Out RiRi AM - - - - - - 14.3 B PM - - - - - - 12.7 B Access 2 @ Clarcona-Ocoee Rd Right iNOut AM - - - ., 16.0 C - - PM - - - - 14.8 B _ - Access 3 @ Clarcona-Ocoee Rd Right IRIn/Out AM - - - - 15.2 C - - PM - - - 15.1 C Access 4A @ Clarcona-Ocoee Rd Right IRiRiOut AM - - - - 15.2 C -- -C PM -- -- -- -- 14.7 B Access 4B @ Clarcona-Ocoee Rd Right In/Out R_ AM -- - -- - -- -- 18.1 C PM - - - - - __ 16.6 C Access 5 @ Lakewood Ave Full AM - - 11.0 B - - - - PM - - 9.4 A - - - - Access 6 @ Lakewood Ave Full AM - - 41.7 E - - - - PM - - 36.0 E - - - - Ocoee Village Center Project Ns 5095 Page 21 Table Projected Intersection Capacity Analysis (with Improvements) Int # Intersection Control Time EB WB NB Sa Overall Period - Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS 6 Ocoee -Apopka Rd & Fullers Cross Rd Signal P.M. 73.5 E 26.6 C 667 E 70.1 E 62.3 E The analysis shows that all intersections will operate at satisfactory overall Levels of Service when ° Eastbound approach at [} pka Road/Fuller's Cross Road intersection —This approach ioprojected 0000arobaotLeva/of5arvimaFduebzhaavyeas1bound|efttumna and heavy southbound right turns. The project is adding zero (0) traffic to these movements. p Eastbound (\.yW./P.K8] and vv9StbOuDd (A.M.) approaches at the Lakewood Avenue/ FuUer'aCroaaRoadinbarsection—Theintansacbonoppnoouhaaapap jentadb7operote at Level OfService "F"due h}high expected background volumes aswell aSthe addition of project trips. According to the Cdv. improvements are funded at the (] oka Rood and Fuller's Cross Road intersection. The improvements consist of adding h0h[ and left turn lanes on all fou[ approaches ofthe intersection. These improvements are tobeimplemented within the next year. |Dorder tomitigate this Level ofService dEfioiencygtthe Lakewood Avenue and Fuller's Cross Rood intersection it is recommended that the intersection be improved with an All -Way Stop Control and the addition of southbound right turn lane. These improvements are expected to address the existing deficiencies as well as deficiencies expected as a result of adding project trips, Reanalyzing this intersection with these improvement resultsinsatisfactory Levels of Sen/oe, as shows in Table 7. Detailed printouts of each intersection capacity analysis are included inAppendix F. Ocoee Village Center Project Ng 5095 Turn Lane Analysis The site will beserved by five right in/out driveways nnC Road in addition to the full access utthe signalized intersection opposite Lakewood Avenue. OnLakewood Avenue, the site will be served bytwo full access driveways in addition to the full access opposite Fuller's Cross Road. A right turn lane is required and should be provided at the eastbound approach of the C|aroono- Ocoee Road/Lakewood Avenue intersection. The length of the right turn lane is recommended to be 395 feet based on deceleration distance dictated by FDOT Index 301 plus queue length from the HCS analysis. The length of the existing left tum lanes at the Avenue signalized intersection vveroevo|uatedtucheoktheiradequooytoeorvetheprojuctthpsadp 'ecL buildout as follows: Total Turn Lane Length Required = Vehicular Deceleration Distance + Queue Length Deceleration Distance: 185 ft (Based on FDOT Index 301 and 45 mph speed limit) Queue Length: Based onHCS output Total TLLength (EBU=185'+3�veh* 25 fUveh=282.5' The length of existing eastbound and westbound left turn lanes at this intersection are 285 ft and 315 ft, respectively. Tharefore, the existing eastbound left turn lane length is adequate toserve the proposed project thpsendwi||notnmmjtnbeextendod.Thevwestbound|eftturn|une|enDth will need toboextended toserve the project trips. Ocoee Village Center Project N9 5095 STUDY CONCLUSIONS This traffic analysis was performed to assess the impact ofthe proposed Ocoee Village Center development in the City ofOcoee, Florida. The project is located on Lakewood AvenuaKC|armono' OcoeeRoodimmediate|ytotheeostofSR42Q.Themropomeddeveopmentcmneidsof35Omu|b- fami|yrooidonUo|unito.14Oroomhnte|und2O.O0Oaquare-#aotofrotaUnnthonorthsidonfC|anoona' OuoeeRoed.und24Otowmhomeunitaond1i5.00Oequare4eetofrebai|onthesoutheideofC|mmmno- OooeeRoud. Access to the site will be provided via access driveways on both Lakewood Avenue and Clarcona-Ocoee Road. The results of the study as documented herein are summarized below: ° The proposed development will generate adaily traffic volume of 9,326 new net daily trips of which ° The study roadway segments currently operate atsatisfactory Levels nfService. These roadway segments will continue to operate adsatisfactory Levels ofService in the projected conditions, except for the segment Ocoee -Apopka Road from Fuller's Cross Road to West Road. The daily capacity of this segment will be exceeded duo to background traffic growth. The project will not boadding any trips tuthis segment. ° The study intersections are currently operating at satisfactory Levels of Service except for the eastbound approach of the STOP -controlled intersection of Lakewood Avenue and Fuller's Cross Road, which currently operates at Level ofService ^�during the A.M.peak hour. ° The study intersections are projected to operate at satisfactory Levels of Service at the project buildout (2021) except for the eastbound approach at Ocoee -Apopka Road/Fuller's Cross Road intersection and the eastbound (A.M./P.M.) and westbound (A.M.) approaches at the Lakewood Avenue/Fuller's Cross Road Intersection. Re -analyzing these intersections with funded/ frecommendodimprovements yield satisfactory Levels ofService. These improvements include (a) implementing the funded right0efttum |unoo at Ocoee-Apopka/Fuller's Cnnoo Road and (b) converting the Two -Way Stop Control intersection of Lakewood Avenue/Fuller's Cross Road to an All -Way Stop Control and adding a southbound right turn lane and (b) adding an eastbound left turn lane at the Ocoee -Apopka Road/F|ler'uCross Road intersection. Ocoee Village Center Project Ne 5095 • At the Glarcona-Ocoee Road/Lakewood Avenue intersection, the length of the existing westbound left turn lane should be increased and an eastbound separate right turn lane added as documented herein. Ocoee Village Center Project Ns 5095 Page 44 APPENDICES APPENDIX A Methodology Memorandum and Correspondence RESPONSE TO THE CITY OF OCOEE'S COMMENTS 111;7190[ON 16I9_[01&1rill gym oriI*isLwl-9161 OCOEE VILLAGE CENTER The following is our response to the City's review comments dated 08-28-18 concerning the Traffic Impact Study for the above -referenced project. The comment is listed in bold followed by the response. Trip Generation Please update Table 1 — Trip Generation Summary in the forthcoming TIA as follows: 1. Include an AM peak hour trip generation summary. 2. Verify the trips shown for the Multi -Family north of Clarcona-Ocoee. The rates appear consistent with latest ITE procedure, but the trips shown do not correspond with the rates shown. Update internal capture spreadsheet accordingly. Response: The A.M. peak hour analysis was included in the traffic study. Table 1 — Trip Generation Summary appear to have the number of units of the Multi -Family mistyped. The correct proposed number of multi- family units north of Clarcona-Ocoee is 350 dwelling units. The trip generation summary corresponds to the correct number of unit and therefore doesn't need to be revised. The internal capture worksheet also contains the correct proposed number of multi -family units. The typo in Table 1 will be addressed within the traffic study. Study Area Please update Table 1 — Significance Analysis in the forthcoming TIA as follows: 3. Due to recent roadway network improvements in the project area, some oof the roadway segmentation in the City's Concurrency Management System (CMS) spreadsheet should be updated in the TIA, as follows: • Update Clarcona-Ocoee Road (Fuller's Cross Road to West Road) to Clarcona-Ocoee Road (SR 429 to N. Lakewood Avenue). Refer to Orange County Station 454.9 for count data. • Update Clarcona-Ocoee Road (West Road to Ingram Road) to Clarcona-Ocoee Road (N. Lakewood Avenue to Ingram Road). Refer to Orange County Station 70.0 for count data. • Update Clarcona-Ocoee Road (Fuller's Cross Road to West Road) to Lakewood Avenue (Fuller's Cross Road to Clarcona-Ocoee Road). Refer to Orange County Station 66.1 for count data. • Update West Road (Ocoee -Apopka Road to Clarcona-Ocoee Road) to West Road (Ocoee -Apopka Road to SR 429). Refer to Orange County Station 2024 for count data. TPD# 5095 October 21, 2018 Response to Traffic Study Methodology Review Comments October 21, 2018 Ocoee Village Center TPD 5095 • Update Fuller's Cross Road (Ocoee -Apopka Road to Clarcona-Ocoee Road) to Fuller's Cross Road (Ocoee -Apopka Road to Lakewood Avenue). Derive daily volumes from turning movement counts at the intersection of Lakewood Avenue & Fuller's Cross Road and a standard K -factor. • Verify the number of lanes on each segment analyzed in the table. For example, West Road is a 4 -lane roadway. Update capacities accordingly. Response: The roadway segments were updated as per the comment and included in the traffic study. The number of lanes on the study roadway segments were verified and capacities were adjusted were applicable. 4. The following intersections should be included in the TIA for PM peak hour analysis: • Clarcona-Ocoee Road & Adair Street • Clarcona-Ocoee Road & Lakewood Avenue • SR 429 & West Road Ramps • West Road & Ocoee -Apopka Road • Lakewood Avenue & Fuller's Cross Road • Lakewood Avenue & Wurst Road • Ocoee -Apopka Road & Fuller's Cross Road • Project Accesses Response: The intersections above were included in the traffic study PM peak hour intersection analysis. 5. The following intersections should be included in the TIA for AM peak hour analysis due to area school traffic: • Clarcona-Ocoee Road & Lakewood Avenue • Lakewood Avenue & Fuller's Cross Road • Project Accesses Response: The intersections above were included in the traffic study AM peak hour intersection analysis. 6. A map depicting the study area segments and intersections should be included in the TIA. Consider numbering the intersections for easy reference between figures, tables, and Synchro/HCS outputs. Please provide figures showing turning movements volumes in the TIA to reduce review time. Response: The comment was addressed in the traffic study. Response 0oTraffic Study Methodology Review Comments October 21.2O18 Ocoee Village Center TPD 5095 Study Procedures l For any deficiencies identified inthe ThA.identify mitigation strategies that would provide adequate service volumes capacity on study area noodvvmym, intersections, and access points at Future Buildout of the project. Provide analysis showing these strategies one effective. Include proportionate share calculations for identified strategies if currently unfunded. Response: The comment was addressed inthe traffic study. / ( TO: Michae1RU0er, MPA City ofOcoee, FL FROM: TUFgUtDervish, P.E. DATE: August 21.2O1O RE: TbAMethodology: Ocoee Village Center TPD NQ 5095 The following information on tripgeneration/distribution and study ons is provided for your review and approval prior to the submittal of the 1nsffio study for the above - referenced ( �Propose Development The proposed development consists ofamixed-use project consisting ofresidential, hotel and retail connnnancia| uses. The site is located on Lakewood Avanue/C|oruona-Ocoee Road immediately to the 8QSt of SIR 429. Figure 1 depicts the project's Site |oCBtiOD and its one -mile impact area. Access to the site will be provided via acmaao dhvavvoya on both Lakewood Avenue and C|8rcoD@-[)CO8e Road. Figure 2 is a conceptual site plan of the development which consists of: * North ofC|aroona-DcoeeRoad 35OyWFResidential Units 14ORoom Hotel 20,000 Sq Ft Retail Commercial ° South ofQarcona'OcomeRoad 24OToVvOhOrneUnits 115,000 Sq Ft Retail Cnnnnneroia| Traffic Planning and Design, Inc. Ocoee Village N Project Ns 5095 Project Location Map Figure 1 yrs N Ocoee Village Site Pla Project NQ 5095 n Figure 2 NTS Ocoee Village Center TIA Methodology August 21, 2018 TPD No. 5095 Page 4 Trip Generation Utilizing data from the 1011' Edition of the ITE Trip Generation Manual, the project's trip generation was calculated as summarized in Table 1. As a mixed-use development, the project will generate internal trips estimated with the use of the NCHRP 684 Internal Trip Capture Estimation Tool. Furthermore, the retail commercial uses will generate a portion of their trips from the existing traffic stream on adjacent roadways as pass -by trips. Subtracting the internal and pass -by trips results in new net trips to be added to the area roadways. The project is expected to generate 9,326 new net daily trips and 744 new net P.M. peak hour trips to be added to the area roadways. The trip generation, internal capture and pass -by worksheets are included in Attachment A. Table I Trip Generation Summary ITE Cod7el Land Use Size I Daily Generation P.M. Peak Hour Generation FR_a_te_T Trips Rate Enter Exit Total North of Clarcona-Ocoee Road 220 Multi -Family 330 Units 7.44 2,605 0.51 113 67 180 310 Hotel 140 Rms 8.24 1,154 0.56 40 39 79 820 Retail Commercial 20 KSF* 100.62 2,012 8.25 79 86 165 Total Trips 5,771 ----- 232 192 424 Internal Trips (18%) 1,039 ----- 42 35 77 Pass -by Trips (34%) 561 ----- 22 24 j 46 New Net Trips 4,171 168 133 301 South of Clarcona-Ocoee Road 220 Town Homes 240 Units 7.39 1,774 0.54 81 48 129 820 Retail Commercial 115 KSF* 57.49 6,611 5.24 289 314 603 Total Trips 2,385 ---- 370 362 732 Internal Trips (16%) 1,342 ---- 59 58 117 Pass -by Trips (34%) 1,888 ---- 83 89 172 New Net Trips 5,155 --- 228 215 413 Total New Net Trips 9,326 396 348 744 *KSF = 1,000 Square Feet Ocoee Village Center TIA Methodology / August 21.2O18 i TPD No. 5O95 Page Trip Distribution Atho distribution pattern was estimated using the CUrr8DUx adopted OBOtna| Florida R8okJOa| Planning Model kCFFlPK8\. ASelect Zone Analysis (SZA) was conducted bvmodifying the 2O20 interim year model network to include o Traffic Analysis Zona (TAZ) representing the proposed project and the 0Odg|'S socio-economic data updated to reflect the pn]pOSSd project bUi|dOUL The nm distribution is included in Attachment B. This distribution was reviewed for n88SoOab|eDeSs and an adjustment was made based UpOD the site's 8CCeSS CODfigU[@tOD and local traffic patterns. The modal assigned o rather high 2296 of the project trips from C|arcVna-Ocoee Road tDQOsouth onAdair Street and then east h]VVVnGtRoad and AOMims Road. Tvve|m* percent of the project trips were re -assigned from Adair Street to Lakewood Avenue to go south and then east via Wurst Road and Silver Star Road. The modified distribution is illustrated in Figure ]. Utilizing this dimtribuUon. the projecttrips will be assigned to the study area roadways/intersections. /Study Area Roadway Segments ' The City's current TIA methodology guidelines require that the extent of the impact area include all road eoQnlento that fall within onm'n1||a of the project site and all noodvvava with a trip generation of more than 5% of the maximum service volume outside of the one -mile radius. To determine the traffic impact area for this project, o significance test was conducted as summarized in Table 2. Based upon the significance test, the highlighted segments shown in the table will be evaluated as part of the study. Those segments include those within one rn||e and those outside of one mile where project trips consume more than 596 of the segment's Intersections The following intersections are proposed bJbeincluded iDthe analysis: ° Clarcono-OcoeeRoad and West Road * GR428and West Road Ramps * West Road and Ocoee -Apopka Road � , * Lakewood Avenue and VVursdRoad a Project Entrances �popka Ave iff Q Pat !d' E 429 b Clarcons OU r I Legend: (m Percent Distribution I J�- I Ocoee Village N W,M Project NQ 5095 Trip Distribution Figure 3 Ocoee Village Center TIA Methodology August 21, 2018 TPD No. 5095 Page 7 Table 2 Significance Analysis Roadway Segment Lns Adopted Daily LOS Daily Project Trips Project Trip as % of Capacity Significant at 5% Level? LOS Capacity Trip Distribution* Volume Clarcona-Ocoee Road Fuller's Cross Rd to West Rd 2 E 17,700 41% 3,824 --- - ---- -- - 21.60% Yes West Rd to Ingram Rd 2 E 17,700 32% 2,974 16.86% Yes Ingram Rd to Clarke Rd 4 E 39,800 16% 1,492 315% No Lakewood Avenue SR 438 to Rewis St 2 E 17,700 14% 1,306 7.38% No Rewis St to Wurst Rd 2 A2 E 17,700 14% 1-306 7,38% No Wurst Rd to Fuller's Cross Rd E 17,700 21% 1,958 11.06% No Ocoee -Apopka Road SR 438 to Demastus Ln 2 E 17,700 7% 653 3.69% No Demastus Ln to Fuller's Cross Rd 2 E 17,700 7% 653 3.69% No Fuller's Cross Rd to West Rd 2 E 17,700 0% 0 0.00% No West Rd to McCormick Rd 2 E 17,700 8% 746 4.21% No Wurst Road Lakewood Ave to Adair St 2 D 14,800 7% 653 4.41% No Adair St to A.D. Mims Rd 2 D 14,800 13% 1,212 819% Yes A.D. Mims Road Wurst Rd to Clarke Rd 2 E 15,600 10% 933 5.98% Yes Clarke Rd to Apopka -Vineland Rd 2 E 15,600 8% 746 4.78% No West Road Ocoee -Apopka to Clarcona-Ocoee 2 D 14,800 27% 2,518 17.01% Yes Adair Street Wurst Rd to Clarcona-Ocoee Rd 2 D 14,800 10% 93=3- 6.30% Yes SR 438ISilver Star Road Ocoee -Apopka Rd to Bluford Ave 2 E 17,700 2% 187 1.06% No Bluford Ave to Ocoee -Hills Rd 2 E 17,700 8% 746 4.21% No Ocoee -Hills Rd to Clarke Rd 2 E 17,700 8% 746 421% No Fuller's Cross Road Ocoee -Apopka to Clarcona-Ocoee 2 E 17,700 20% 1,865 10.54% Yes Ingram Road McCormick Rd to Clarcona-Ocoee Rd 2 D 14,800 2% 186 1,26% No -Hignest uistribution on the Segment Ocoee Village Center Tk\K88thDdO|Dgy ' August 21.2O18 < TPD No. 5095 Page Study Procedures The procedures contained in the City's Traffic Impact Analysis Methodology Outline will be followed in the preparation of the traffic study which will involve: °Roadway Segment Analysis — The study roadways will be analyzed for existing and projected conditions by comparing the daily traffic volumes on the segments with the corresponding capacities at the adopted LOS. * |O[e[S8CtOO Analysis — The intersections will be 8D8|VZed for existing and projected conditions during the P.M. peak hour utilizing HCS and/or Synchro Software. �Existing doily traffic volumes will be obtained from the Citv. County and FOOT as available. EXSUDg P.M. p88h hour volumes will be DDU8Ctgd in the field during the 4-6 P.M. peak hour and adjusted as per FDOT seasonal factors. Projected traffic volumes will bedetermined bvcombining background traffic with project trips. Background traffic will be estimated by applying growth factors determined from historical trends analysis of daily traffic volumes on the study roadways. 0 Access Driveway Analysis — The proposed driveway will be evaluated with respect to overall geometry, turn lanes and traffic controls. 0 Traffic Report — A traffic report will be prepared summarizing the study procedures, analyses and results. ATTACHMENT Trip Generation Sheets Multifamily Housing (Low -Rise) (220) Vehicle Trip Ends vs: Dwelling Units On a: Weekday Setting/Location: General Urban/Suburban Number of Studies: 29 Avg. Num, of Dwelling Units: 168 Directional Distribution: 50% entering, 50% exiting Vehicle i rip Generation per DweJung unit Average Rate Range of Rates Standard Deviation 7.32 4.45-10.97 1.31 Data Plot and Equation 5,000 4,00 Lu 3,000 2,000 1,000 0 x x x x x x x x XX 100 200 300 400 500 600 X = Number of Dwelling Units X Study Site - Fitted Curve - - - - Average Rate Fitted Curve Equation: T = 7.56(X) - 40.86 R'= 0.96 Trip Generation Manual, 10th Edition 0 Institute of Transportation Engineers Multifamily Housing (Low -Rise) (220) Vehicle Trip Ends vs: Dwelling Units On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 50 Avg. Num. of Dwelling Units: 187 Directional Distribution: 63% entering, 37% exiting Vehicle I rip Generation per Dweinng unit Average Rate Range of Rates Standard Deviation 0.56 0.18-1.25 0.16 Data Plot and Equation 500 400 WE: .2 1` 300 11 F- 200 100 x X X on X X xx _'x x XX X" X X X = Number of Dwelling Units X Study Site - Fitted Curve - - - - Average Rate Fitted Curve Equation: Ln(T) = 0.89 Ln(X) - 0.02 R1= 0.86 Trip Generation Manual, 10th Edition a Institute of Transportation Engineers Hotel (310) Vehicle Trip Ends vs: Rooms On a: Weekday Setting/Location: General Urban/Suburban Number of Studies: 6 Avg. Num. of Rooms: 146 Directional Distribution: 50% entering, 50% exiting venicle i rip Generation per Koom Average Rate Range of Rates Standard Deviation 8.36 5.31 -9.53 1.86 Data Plot and Equation 2,500 2,000 1,000 500 O1 C 50 100 150 X = Number of Rooms X Study Site - Fitted Curve Fitted Curve Equation: T = 11.29(X) - 426.97 200 250 300 - - - - Average Rate W-- 0.92 Trip Generation Manual, 10th Edition * Institute of Transportation Engineers Hotel (310) Vehicle Trip Ends vs: Rooms On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 28 Avg. Num. of Rooms: 183 Directional Distribution: 51 % entering, 49% exiting Venicie i rip Generation per Room Average Rate Range of Rates Standard Deviation 0.60 0.26 - 1.06 0.22 Data Plot and Equation 400 X 300 U) W -X X X. 200 X X 100 x x x xx X X X 00 100 200 300 400 Soo X = Number of Rooms X Study Site - Fitted Curve - - - - Average Rate Fitted Curve Equation: T = 0.75(X) - 26.02 R1= 0.80 Trip Generation Manual, 10th Edition a Institute of Transportation Engineers Shopping Center (820) Vehicle Trip Ends vs: 100OSq. Ft. GLA On a: Weekday Setting/Location: General Urban/Suburban Number of Studies: 147 Avg. 1000 Sq. Ft. GLA: 453 Directional Distribution: 50% entering, 50% exiting Vehicle Trip Generation per 1000 Sq. Ft. GLA Average Rate Range of Rates Standard Deviation 37.75 7.42 - 207.98 16.41 Data Plot and Equation 60,OOC 40,000 w 1 30,000 20,000 10,000 0 x xx X x X x X x x Ix X X x X I xx x I x I x '- X x xx XX X X XX X>< XX x x XN X�xx I xx XYX >w x ,x x >&, I " x XX x 0 500 1,000 1,500 X = 1000 Sq. Ft. GLA X Study Site - Fitted Curve - - - - Average Rate Fitted Curve Equation: Ln(T) = 0.68 Ln(X) + 5.57 R2= 0.76 Trip Generation Manual, 10th Edition e Institute of Transportation Engineers Shopping Center (820) Vehicle Trip Ends vs: 1000 Sq. Ft. GLA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 261 Avg. 1000 Sq. Ft. GLA: 327 Directional Distribution: 48% entering, 52% exiting Vehicle Trip Generation per 1000 Sq. Ft. GLA Average Rate Range of Rates Standard Deviation 3.81 0.74-18.69 2.04 Data Plot and Equation 8,0( 6,0( 2,00 0 x 0 x x x X x O x Xx x x x x x X X,e X x X$x e x x x x X0 x x x x x xx x x x 0 500 1.000 1.500 2.000 X = 1000 Sq. Ft. GLA X Study Site - Fitted Curve - - - - Average Rate Fitted Curve Equation: Ln(T) = 0.74 Ln(X) + 2.89 R= 0.82 Trip Generation Manual, 10th Edition a Institute of Transportation Engineers NCHRP 684 Internal Trip Capture Estimation—Tool Project Name: Ocoee Village/North Part Table 4-P: Internal Person -Trip Origin -Destination Matrix* Organization: TPD Project Location: Orange County Performed By: TPD Scenario Description: Full Buildout Date: 8/3/2018 Analysis Year: Projected Checked By: TPD Analysis Period: P.M. Street Peak Hour Date: 8/3/2018 Table 2-P: Mode Split and Vehicle Occupancy Estimates Table I -P: Base Vehicle -Trip Generation Estimates (Single -Use Site Estimate) Table 4-P: Internal Person -Trip Origin -Destination Matrix* Land Use Development Data (For lnfbrma6on Only) ITE LUCs1 Quantity Units Office A!l Person -Trips Estimated Vehicle-Trips3 235 Total Entering Exiting Office 0 Residential Retail 820 20 KSF 165 79 86 Restaurant 0 Office Cinema/Entertainment 0 0 Residential 220 3501 DU 179 113 66 Hotel 310 140 Rooms -6see 84 43 41 All Other Land 0 22 4 428 235 193 Table 2-P: Mode Split and Vehicle Occupancy Estimates Land Use Entering Trips Veh. OCC.4 % Transit % Non -Motorized Table 4-P: Internal Person -Trip Origin -Destination Matrix* Exiting Trips Veh. OCC.4 % Transit % Non -Motorized Office A!l Person -Trips Retail 235 Restaurant Internal Capture Percentage Cinema/Entertainment 16% Residential Retail Hotel Cinema/Entertainment All Other Land Uses2 Hotel Table 3-P: Average Land Use Interchange Distances (Feet Walking Distance) Origin (From) Destination (To) Office Retail Restaurant Cinema/Entertainment Residential Hotel Office Zn, Retail Restaurant iCinema/Entertainment lResidential lHotel W11IN—W" maw, Table 5-P: Computations Summary Land Use Table 4-P: Internal Person -Trip Origin -Destination Matrix* Total Entering Origin (From) A!l Person -Trips 428 235 Destination (To) Internal Capture Percentage 18% 16% Office Retail Restaurant Cinema/Entertainment Residential Hotel Office 197 0 0 0 0 0 Retail 00 0 0 0 22 4 Restaurant 0 0 f 0 0 0 Cinema/Entertainment 0 0 0 0 0 Residential 0 8 0 0 2 Hotel 0 2 0 T -o Table 5-P: Computations Summary Land Use I Total Entering Exiting A!l Person -Trips 428 235 193 Internal Capture Percentage 18% 16% 20% N/A N/A Residential 19% External Vehicle -Tri ss MLLF 197 155 JExtemal Trans" Trips6 0 0 0 lExtemal Non -Motorized Tri s6 0 0 0 Table 6-P: Internal Trip Capture Percentages byLandUse Land Use Entering Trips Exiting Trips Office N/A N/A Retail 13% 30% Restaurant N/A N/A Cinema[Entertainment N/A N/A Residential 19% 15% Hotel 14% 5% 'Land Use Codes (LUCs) from Trip Generation Manual, published by the Institute of Transportation Engineers, 'Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator- 3Enter trips assuming no transit or non -motorized trips (as assumed in ITE Trip Generation Manual), 'Enter vehicle occupancy assumed in Table I -P vehicle trips. If vehicle occupancy changes for proposed mixed-use project, manual adjustments must be 'Vehicle -trips computed using the mode split and vehicle occupancy values provided in Table 2-P. 6Person-Trips *Indicates computation that has been rounded to the nearest whole number. Estimation Tool Developed by the Texas A&M Transportation Institute - Version 2013.1 NCHRP 684 Internal Trip Capture Estimation Toot Project Name: Ocoee Village/South Part Table 4-P: Internal Person -Trip Origin -Destination Matrix` Organization: TPD Project Location: Orange County Performed By: TPD Scenario Description: Full Buildout Date: 8/21/2018 Analysis Year: Projected Checked By: TPD Analysis Period: P.M. Street Peak Hour Date: 8121/2018 Table 2-P: Mode Split and Vehicle Occupancy Estimates Table 1-P: Base Vehicle -Trip Generation Estimates (Single -Use Site Estimate) Table 4-P: Internal Person -Trip Origin -Destination Matrix` Land Use Development Data (For Information Only) ITE LUCs' Quantity Units Office All Person -Trips Estimated Vehicle -Trips' 371 Total Entering Exiting Office 0 Residential Retail 820 115 KSF 603 289 314 Restaurant 0 Officey';i')a."'•; Cinema/Entertainment 0 0 Residential 220 240 DU 130 82 48 Hotel 0 0 All Other Land Uses? 0 38 0 733 371 362 Table 2-P: Mode Split and Vehicle Occupancy Estimates Land Use Entering Trips Veh.000.4 %Transit %Non -Motorized Table 4-P: Internal Person -Trip Origin -Destination Matrix` Exiting Trips Veh.000.4 %Transit %Non -Motorized Office All Person -Trips Retail 371 Restaurant Internal Capture Percentage Cinema/Entertainment 16% Residential Retail Hotel Cinema/Entertainment All Other Land Uses? Hotel Table 3-P: Average Land Use Interchange Distances (Feet Walking Distance) Origin (Pram) Destination (To) Office Retail Restaurant CinematEntertainment Residential Hotel Officeiu 3 u Retail Restaurant Cinema/Entertainment ResidentialHotel qw; mss. Table 5-P: Computations Summary Land Use Table 4-P: Internal Person -Trip Origin -Destination Matrix` Total Entering Origin (From) All Person -Trips 733 371 Destination (To) Internal Capture Percentage 16% 16% Office Retail Restaurant Cinema/Entertainment Residential Hotel Officey';i')a."'•; 313 0 0 0 0 0 Retail 0 0 0 0 38 0 Restaurant 0 0 0 0 0 Cinema/Entertainment 0 0 0 F r T: 0 0 Residential 0 20 0 0 „ 1, ” 0 Hotel 0 0 0 0 0 K71,7777----:'' Table 5-P: Computations Summary Land Use Entering Trips Total Entering Exiting All Person -Trips 733 371 362 Internal Capture Percentage 16% 16% 16% N/A N/A Residential 46% External Vehicle -Tri ss 617 313 304 Extemai Transit -Tri se �± 0 0 0 External Non -Motorized Tri sfi 0 0 0 Table 6-P: Internal Trip Capture Percentages by Land Use Land Use Entering Trips Exiting Trips Office N/A NIA Retail 7% 12% Restaurant N/A N/A Cinema/Entertainment N/A N/A Residential 46% 42% Hotel N/A N/A 'Land Use Codes (LUCs) from Trip Generation Manual, published by the Institute of Transportation Engineers. ?Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator. 'Enter trips assuming no transit or non -motorized trips (as assumed in ITE Trip Generation Manual). "Enter vehicle occupancy assumed in Table 1-P vehicle trips. If vehicle occupancy changes for proposed mixed-use project, manual adjustments must be Vehicle -tri s computed using the modes lit and vehicle occupancy values provided in Table 2-P. 6Person-Trips 'indicates computation that has been rounded to the nearest whole number. Estimation Tool Developed by the Texas A&M Transportation Institute - Version 2013.1 a a � Trip Distribution 5095 Ocoee Village Trip C'--,ution 0 2 0 C1 U) 0 0 1 1 0 Ck 0 0 12 15 13 cb 16 16 o Y CD Co 0 0 -44 43 19 N CD C:I .12 1 20 808 1 CD C 0 3 5 0 %D 3 aC) 0 C� ti 2 ri 0 120 17 0 13\ 13 15 -IS !L6CD C. 0 0 CD, o Q, 3 3 x 0 k C) 0 0 'Ir W 0 0 C) z --o 0 '0 Q) 0 5 5 5 0 C) 0 0 C) 0 0 0 3 30 0 C) C) 0 3 3, 0 0 0 0 r,j 5 'y 0 0 0 0 C:\FSUTMS\D5\CFRPMV61-Daily\Base\CF-2020\P5095\Output\HWYLOAD-C20.NE-F Csookp CFRPM 2020 Model Year (Licensed to Traffic Planning and Design) ♦ > • CMS Database TABLE 1 OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM Traffic Volumes and Capacities by Road Segments Overall Summary Last Updated: 4126/2013 Roadway Segment Llmite Atloptetl No. of Jurisdiction Dally Volumes (VPD) FDOT LOS Ca sallies Segment (From -To) LOS Lanes Existing Vested Combined 2012 Numerical Capacity (VPb} 2012 Counts LOS Adj Minus Minus %Used %Available %Used %Available LOS Threshold Existln Combinad ExfsUng Existing Combinad Combfisd A.D. Mims Rd Work Rd/Clarkee- E 2 Orange Co. 6,900 557 7,457 Clarke Rd/A o ka-Vineland Rd E 2 2 2 Orange Co. Ocoee Ocoee 6,900 2,189 557 7,457 2,189 15,600 15,60D 14,800 15% 15% 15% 13,260 13,260 12,580 6,360 6,360 10,381 5,803 5,803 10,391 52% S2% 77% 48% A8% 83% 56% 56% 17% 44% 44% 83% Adair St Wurst Rd/Clarcona-Ocoee Rd D Apopka -Vineland Rd A.D. Mims Rd/Hack- -Prairie Rd E Hack- -Prairie Rd/Clercona-Ocoee Rd E 2 4 Ocoee Ocoee 12,900 12,900 444 - 13,344 12,900 17,700 17,700 15% 15% 15,045 15,045 2,745 2,145 1,701 2,145 86% 86% 14% 14% e9% 88% 17% 14% Blackwood Ave Old Winter Garden Rd. to SR 50 D SR SD to Mont oma Ave O 2 2 Ocoee Oran a Co. 8,800 3175 6,886 104 8,904 3175 32,400 74800 10% i5% 29,180 12,680 20,380 9,466 20,256 0,466 30% 25% 70% 75% 31% 25% 69% 76% eluicra Ava Ofd Winter Garden Rd, to SR 50 O S.R. 50/Geneva St D 2 FDO7 382 7,487 74,800 15% 12 589 6 895 5,573 53% 47% 56% 4q% Geneva S1/Orlando Rd D 2 Ocoee 8806 439 Q345 14,800 16% 12,580 3,674 3,235 71% 29% 74% 26% Orlando Rd 2;K,, St D 2 Ocoee 8,906 351 9,257 14 800 15% 12,580 3,674 3 323 71% 24% 74% McKe SUS. R. 438 D 2 8,806 642 9,548 14,800 15% 12,580 3,674 3,032 71% 29% 76% Bowness Rd Kissknmee Ave/S. R. 438 D Ocoee 8,906 532 9,438 14,80D 15% 12,580 3,674 3,142 71% 29% 75% 12� Citrus OaksAve Old Winter Garden Rd. to SR 50 D 2 2 2 Ocoee Ocoee Oren 11,280 2,993 1,102 - 12,382 2993 14,800 14,800 15% 15% 12,580 12,580 1,300 9,587 198 9,587 40% 24% 10% 78% 98% 24% 7% Clercona-Ocoee Rd FUBar,i Cross Rd/ West Rd E West Rd/In ram Rd E 2 eCo. Ocoee 4,515 3,500 8,015 17,700 15% 15,045 10,530 7,030 30% 7D% 53% 47% 47% In ram it/ Clarke Rd E 6,500 3,500 L0000 17,700 15% 15,045 8,545 5,045 q3% 67% 66% Clarke Rd/A,Whi Rd/Apopka-Vineland Rd E R 4 FDOT Ocoee Oran eCo. 8500 8 082 21,268 2,713 3 869 9,213 71 951 39,800 39 800 15% 15% 338 30 33 830 27330 25 748 24,617 21,879 t9% 24% 8t% 76% 27% 35% 73% 85% Clarke Rd S.R. SPM/hite Rd D White Rd/S.R. A38 D _q 4 Oran Co. 2,482 23744 398W 10% 35820 14562 12,080 59% 47% 66% 34% Mims Rd D 4 a 26,003 2,610 28,613 39,800 10% 35,820 9,817 7,207 73% 27% 80% 20% A.D. Mims Rd/Hack- -Prairie Rd D 2 Orange Co. 13,671 4,117 17,788 39,800 10% 35,820 22,149 18,D32 38% 62% 50% 50% Hackne -Phil- Rd/Ch rcons-Ocoee Rd D 2 Orange Co. 8,619 6,207 14,826 17,700 15% 15,045 6,426 219 57% 43% 99% 1% East Croom Point Rd SR 4381 Palm Or O 2 2 2 4 Orange Co. FDOT Ocoee Ocoee Oran a Co. 8,619 5,521 6,500 8,687 20 874 5,638 1,311 174 14,157 5,521 7817 81751 17,7DD 14 1300 17,700 14,800 15% 15% 15% 10% 15,045 12,580 15,045 13,320 6,426 7,059 8,545 4,733 888 7,059 7,234 4,559 57% 44% 43% 64% d3% 56% 57% 38% 84% 44% 52% 66% 6% 56% 48% 34% Fullers Cross Rd Ocoee -A o ka/Clercona-Ocoee E Gonave St Rd/Blulord Rd D Good Homes Rd Oitl Willer Garden RdlEast-Wast Ex E Old East-West Ex /S.R. 50 E A Orn eCo. 20874 B9 -20063 39,800 10% 35 820 14 946 14 867 58% 42% 59% 41% S,R. 5016alboe Dr. E 2 Orn eCo. 12794 194 40 27089 39,800 10% 35,820 14,946 14,752 58% 42% 59% 47% Balboa DrANhhe Rd E 2 Oran Co. 12,794 12834 17,700 10% 15,930 3,138 3,096 80% 20% 81% 19% Hackney -Prairie Rd Clarke Rd/A o ka-Vlneiarrd Rd D 2 2 a Ocoee Ocoee 1,059 7,059 40 641 12 834 1,700 17 700 14,800 15% 15% 15,045 12,580 2,251 11,521 2,211 10,880 85% 8% /5% 92% 85% 14% 15% 86% Hempls Ave Gotha Rd/Old Winter Garden Rd E Ingrain Rd McCormick Rd/Clercona Ocoee Rd d 2 2 2 Ocoee Ocoee Oran eCo. 1,452 815 2,200 - - 7,059 8150 1,452V177700 14,804 0 15% 15% 15% 12,580 12,580 12,580 5 521 11,128 11,765 5 527 11,128 11,765 56% t2% 6% 44% 88% ed% 56% 12% 6% q4% 88% 94% Shares Rtl S.R. 438/A.O. Mims Rd O KisJohsi Kissimmee Ave Bowness Rd/McKe St D Lakewood Ave S.R. 438/Revgs St E 2 FOOT 322 2,5220 15% 12,580 10,380 10,058 17% 83% 20% 80% Rewis StANurst Rd E 2 FDO7 6 319 436 6,755 15% 16,045 8,726 8,290 42% 58% 45% 55% Wurst RrllFuller's Cross Rd E 2 2 Dec.. Oran eCo. 5 592 3,588 70 003 296 864 5,807 4,462 16% 15% 16,045 16,045 9,453 11 457 9,758 10,593 3T% 24% 83% 76% 30% 30% 61% 70% Maguire Rd Gotha Rd/Roberson Rd p Roberson Rd/1'om nRd O A OrangeCo. 237 10,2400 10% 15 939 _ 5 927 5,690 63% 37% 64% 36% Tom n Rd/Old Wnter Garden Road D 4 Oran 27,280 4,417 31,7070 10% 35,820 8530 4,113 76% 24% 89% 11% Oltl Winter Garden RoadtS.R. 50 D 4 a Co. 27,290 6,017 33,307 10% 35,820 8,530 2,513 76% 24% 93% 7% S.R. 501Marsha11 Farms Rd D 4 Oran eCo. 27,280 4,246 31,536, 10% 35,820 8,530 4,284 78% 24% 88% 12% Marshall Farms Rd/Stly Rd/StRd D Orange Co. 12,148 7,881 14,029 39,800 10% 35,820 23,672 21,791 34% 66% 39% 61% Sto Rd/ Kissimmee Ave D 2 2 2 2 Change Co. Orange Co. FDOT Ocoee 12,148 12,148 3,943 3 367 2,151 1,401 313 14,299 13,549 4 56 17,700 17,700 14 800 15% 15% 15% 15,045 15,045 12,580 2,897 2,897 8,637 746 1,496 8 324 81% 81% 31% 19% 19%= 88% 95% 90% 34% 5% 74% 66% Marshall Farms Rd S.R. 501Ma uira Rd O McCormick Rd Ocoee o ka Rd/ In rin Rd O In rm Rd/ Apopka -Vineland Rd D 2 Ocoee 273 S,B60 14,860 16% 12,580 9 193 8 920 27% 73% 29% 71% McKey Sl Kissimmee Ave/Bluford Ave E 2 Ocoee 3,087 273 3,354 14 000 16% 12,680 9 499 9,226 24 % 78% 27% 73% Montgomery Rd Blackwood Ave/While Rd D 2 8,800 10 8,810 14,800 16% 12,580 3,780 3,770 70% 30% 70% 30% Moore Rd Ma uira Rd/ 7th Ave D Ocoee 2,407 - 2,407 14800 t6% 72,580 10,173 16,173 1986 81% 19% 81% Ocoee Hills Rd S.R. 438lFlewellin St D 2 2 Ocoee FDOT 6,769 264 7,433 14,800 15% 12,580 5,811 5,547 54%M28%70% % 44% Ocoee -Apopka Rd S.R. 438! Demaslus Ln E 2 Orn eCo. 2,680 10,975 2,680 14,800 16% 12,580 9,900 9,900 21% 79%-21% 79% Demaslus Ln/Fullers Cross Rd E 2 Orn eCo. 10,975 2,555 2,967 13,530 13,942 17,700 15% 15,045 4,070 1,515 73%% 10% Fullers Cross Rd/ West Rd E 2 Orn a Co. 10,975 3,838 14,813 17,700 17,700 15% 15,045 4,070 1,103 73%% 7% West Rill McCarmiok Rd E 2 4 Ocoee Ocoee 8,476 2D 847 3,836 12,314 17704 15% 15% 15,045 75,045 4,070 6,569 232 2,731 73%% 56% 2% 7B% Old Winter Garden Rd Ma uira Rd/ Blufard Ave E BlutoM Ale/ Blackwood Ave E 4 Ocoee 12,740 33,587 398 00 70% 35 820 14,973 2 233 SB% 8% Ave/Hem la Ave E 4 Ocoee 2567A 23,442 2,598 2,829 28273 26,271 39,800 39.800 10% 35820 10,746 7,547 72%% 27%Blackwood ".I .,,., a vim- oan� sc%L_ 73%1 27%1 Community Development Department Planning Division 1/2 TABLE, 1 OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM Traffic Volumes and Capacities by Road Segments Overall Summary Last Updated: 412512013 Roadway Segment Limits Adopted No.of Jurisdiction Dally Volumes (VPD) FOOT LOS Capaaitlea Segment (From -To) LOS Lanes Exkting Vested Combined 2072 Numerics) Minus Capacity (VAD) -AV Hem is Ave/CIVUs Oaks AveE 2012 Counts LOS AdJ LOS Threshold Existing Minus Combined %Used Existing Existing F% Used Comblhad % ailsble Combined Citrus Oaks Ave/Good Hamas Rd E 4 4 2 Ocoee FOOT Orange Co. FDOT 22,693 23,078 4,405 259 52 22,952 23,078 4,457 39,800 10% 39,800 10% 14,800 10% 35,820 35,820 13,320 13 127 12,742 8,915 12,888 12,742 8,863 63% 64% 33% 37% 36% 67% 64% 64% 33% 36% 36% 67% Orlando Ave Bluford Ave to Mont oma Ave Reavis St Lakewood Ave/Fl-Ifing St D Roberson Rd Windarmare Rd/Ma uire Rd D 2 2 Orange Co. FOOT 1,071 11,640 21 1,180 1,092 12,820 14,600 10% 17,700 10% 13,320 15,930 12,249 4,290 12,228 3,110 8% 73% 92% 27% 8% 80% 92% 20% Russell Dr Fleweiimn StW,llow Creak Rd D S.R. 438 {Sllverstar Road) E. Cmwn Point Rd/ SR 429 E 2 FOOT 1,131 1,137 14,800 70% 13,320 72,189 12,189 8% 92% 8% 92% SR 4291 Bowness Rd E 2 FDOT 15,700 12700 1,414 17114 17,700 5% 16,815 1,115 299 B3% 7% 702% -2% Rawness Rd/Ocoee-A o ka Rd E 2 FDOT 12700 1,414 2,140 14,N4 17,744 6% 16815 4,115 2701 76% 24% 84% 16% Ocoee -A o ka Rd/BWfam Ave E 2 FDOT 14,000 2,548 14,840 17,700 5% 16,815 4,115 1975 78% 24% 86% 12% Blutord Ave/Ocoee-Hilts Rd E 2 FDOT 16,500 712 10,548 17,212 17,700 5% 16 a15 2,815 267 83% 77% 98% 2% Ocoee -Hills Rd/Clarke Rd E 2 FOOT 16,500 344 17,700 5% 16,816 315 (397 98% 2% 102% -2% Clarke Rd/Johio Shores Rd E 4 FDOT 21,500 16,844 17,700 5% 16,8(5 315 29 98% 2% 102% 0% Johio Shares Rd/Good Homes Rd E 4 4 FDOT FDOT 25,500 153 398 21,653 25,898 39,800 0% 39,800 0% 39,800 39,800 18,300 14,300 18,147 13,802 54% 6+1% 46% 36% 54% 65% 46% 35% .R. 50 (West Colonial Dr. 9th S11 SR 429 D SR 429! Mar Marshall Farms Rd D 4 FOOT 44,D00 982 44,982 49,900 art len 49,900 5,900 4,918 88% t2% 9D% 10% Marshall Farms Rd/Ma uue Rd O 4 FDOT 44,000 2,941 46,941 49,BD0 artiplan 48,800 5,800 2,959 88% 12% 94% 6% Ma uire Rdl Blufom Ave D 4 FDOT 32,500 32,500 3,181 1936 35,681 49,900 art Ian 49,900 17400 14219 88% 35% 72% 26% Word Ave/Blackwood Ave Q 4 FDOT 34,000 1,794 34,436 49,906 ad kn 49,800 17400 15464 65% 3S% 69% 31% Blackwood Rd D 4 FDOT 34,000 35,194 54300 art Isn 54,300 20,300 19,106 63% 37% 65% 35% Clarke ftd/Good Homos Rd .odHome D FDOT 1,274 35,274 54,300 ad Ian 54,300 20,300 19,026 63% 37% 65% 35% Good Homes Rd/ A o ka-Vineland Rd D _4 4 2 FOOT Ocoee 27,500 27,000 622 186 28,122 27,186 54,300 adpism 54,300 artlen 54,300 54,300 26,800 27,300 26,178 27,114 51% 50% 49% 50% 52% 50% 481 50% Story Rd 91h Stf SR 429 E SR 4291 Kissimmee Ave E 2 2 2 Ocoee Ocoee FDOT 9,770 9,770 8,8D0 5,610 194 206 121 9,964 9,976 8,921 17,700 10% 17,700 10% 14,800 10% 15,930 15,830 13,320 8 ,160 6,160 4,520 5,966 5,954 4,388 61% 61 % 66% 39% 39% 34% 63 63% % 67% 37% 37% 339 Taylor St Franklin SUMcke St D Tomyn Blvd Robarstan Rd/ Warrior Rd D Warrior Rd/Ma Maguire Rd D 2 2 2 FDOT Omn a Co. Oran Co, 5,403 3 941 80 449 5,690 5,852 3,947 17,700 1p% 17,770 10% 14 800 iD% 15,830 15,883 13 320 70,320 10,590 9 379 10240 10141 9 379 36% 34% 30% 65% 66% 7Q% 36% 37% 30% 64% 63% 70% West Rd Ocoee -A o ke Rtl/ Ciarcana-Ocoee Rd D Whits Rd (Orlando Ave.) Mont oma Rd/ Clarke Rd D Clarks Rd/Good Homos Rd D 2 a Oran Co. 6.602 7 6,609 14,800 10% 13,320 6 718 6,717 50% 50% 50% 50% Worst Rd Lakewood Ave/Adair St D 2 a Oran Orange 0,734 4 6,736 14,800 10% 13,320 6,580 6,502 51 % 49% 57% 49% Adair St/A.D. Mims Rd D 2 Co. 0-g.Co. 5,147 10,975 10 472 5,157 11,447 14,800 10% 14,804 10% 13,320 73,320 8,173 2,345 8,163 1,873 39% 82% 01%' 18% 39% 86% 61% 14% Community Development Department Planning Division 212 MEM Intersection Vo)unlem/F[}OTFactors and Signal Timings 1.5 MINUTE TURNIN 'OVEMENTCOUNTS (Cars and Trucks) DATE: October 2, 2018 (Tuesday) CITY: Apopka LATITUDE: 0 LOCATION: Ocoee Apopka Rd & West Rd COUNTY: Orange County LONGITUDE: 0 ......... ..... Ocoee Apopka Rd .................. ...... .................... . .. . . ......................... i L ........................ Ocoee Apopka Rd ... ..................... . ... . ....................... ...................... West Rd West Rd TIME BEGIN L NORTHBOUND fll SOUTHBOUND NIS ...... ............................ EASTBOUND . .................. w - . . . .................. . ... ESTBOUND . . ...................... E/W IGRAND T I R -turnj TU— TOTAL L I T I R U-turn TOTAL TOTAL L T I R 11 -turn TOTA�L L I T I R U-turnFTO—TALITOTALI,,TOTAL 04:00 PM 22 ---- 63 5 0 _�O 29 125 —12-2 19 0 173 -- 263 30 37 29 5 101 5 25 20 0 04:15 PM 19 58 m 0 87 j5— — 2-0 —0—i67 —i54 il— 4-5 35 6 11-7 7 32 50 1 51 —�83 414 04:30 PM 2 6 65 10 0 —0 101 32 142 22 0 196 297 3 2 42 29 10 113 10 27 0 437 04:45 PM 40 -iO7 91 7 -- 13-8 —j-57-- — 30 0 -- --iO7 — 345 — 34 _ 46 - 0— —6 — — 32 20 0 —0 62 —io- 175 472 TOTAL 77 —�2 416 106 546 91 0 743 1,159 127 170 123 27 116 447 6 22 186 531 28 131 89 0 248 695 1,854 05:00 Pm —6-5 33 80 5 0 118 19 -�5 143 31 0 193 311 63 46 34 5 148 7 40 9 -.15 P M —65 3-4 87 3 0 i24 —ilS —T 62 31 0 2 8 218 342 342 —37 35 32 10 14 15 36 0 56 204 --i—gg— 515 —�3-0- 30 PM i5 —13— 66 14 0 —11 —0 --T36 7 il 0 1 84 18 299 299 X81,257 ---- 24 35 42 6 — 107 12 1 J234 34 0 7-4 — 05:45 PM 6-8 --�0-1— —13 11-2 —T 3-6 — 132 ---- 25 —0 1 93 193 305 305 37 ---- 38 40 12 127 14 1 44 6-9 — 176 — 475 TOTAL 135 - 0 —9 6 —To— 7 —T— 73 —To -8 —0 7 88 1 5 161 — 0 !�0-3 5 2,023 PM Peak Peak Hour 04:45 P M to 05:45 P1 MF 142T-3 0 495 91 598 E 1173 T( 802 1,297 158 52 i�2:[ F �77( 269 754 2,051 PM 1 113 598 91 0 ............................ ........... Ll ............. PM W ....... 152 West Rd le 40 27 ... ....................... ..................... ... ........... ........ . . ......................... . . ....................... C� 0 West Rd ....... ilk ............ Pm77 ----------------------- 714:2 0 324 29 PM 15 MIN.UTE TURNIP JOVEMENTCOUNTS (Trucks Only) DATE: October 2, 2018 (Tuesday) CITY: Apopka LATITUDE: 0 LOCATION: Ocoee Apopka Rd & West Rd COUNTY: Orange County LONGITUDE: 0 Ocoee Apopka Rd .......... ......... . ................. --- .................... .. . .. . ...... . ................. L .................... Ocoee Apopka Rd _7 ..................... -- . . ................. . .................. West Rd West Rd TIMENORTHBOUND 1 9 SOUTHBOU ND N/S .................... ......................... EASTBOUND ..... . ....... ............ I --- . . .................. .... . ................ . .. WESTBOUND ................... EfW BEGIN L T � R U-turn OTAL I T L L T I R u—t-u-rn-T—ToTAL I TOTALI L I T R !U-�tur:n �TOTA L I L T R JU-turn7TOTAL TOTAL IGRAND TOTAL 04:00 PM 0 2 1 0 3 —0 0 0 0 1 1 — 0 1 4 1 b - 0 04:15 PM 1 1 0 2 —0 1 ---- 0 0 1 3 1 —1 —1 —0 —0 —0- --2-- —0 64 3 —OP M —1 —1 —1 —0 3 0 1 1 0 2 5 —0-1 —2 —0 —0 04:45 PM 1 1 0 0 2 0 0 0 0 2 0 1 TOTAL 3 5 2 0 10 0 -0 0 4 14 2 3 2 —TI Lu 0 7 0 3 1 0 4— 25 05:00 PM --05�15PM 0 1 0 b 1 —1 —0 1 0 0 0 1 - 0 1 0 1 0 2 1 0 —1 —0 —2 4 0 —0 —0 —0 7 30 PM —0-0 —1 —0 2 —0 —0 —2 —3 0 0 05:45 PM 0 o 0 —D —o--- 0 1 0 0 1 1 0 0 0 0 0 0 0 0 4 TOTAL - 3 0 0 4 2 3 1 0 6 10 1 1 0 0 2 0 4 0 0 4 6 16 PM Peak 04:45 PM to 05.45 RIM 0 5 - 1 LEL9=20� +h IAL I.S.. MINUTE TURNIf JOVEMENT COUNTS (Cars and Trucks) DATE: October 2, 2018 (Tuesday) CITY: Apopka LATITUDE: 0 LOCATION: SR 429 SB Ramp & West Rd COUNTY: Orange Countv LONGITUDE: 0 .................... . . . ...... ............. . . ............ ...... . .. . . . ..................... L . .. ................ SR 429 SB Ramp . ..................... . . ................... - ......................... ........ West Rd ................. . ............................. : West Rd TIME NORTHBOUND SOUTHIMND N/S EASTBOUND . ...................... .......... ............. . . . . ................... . . ... . ...................... WESTBOUND . .......... .............. . .. [-E/W GRANDI BEGIN L T R U-turn TOTAL L T R U-turn TOTAL TOTAL L --F T R U-turn TOTAL L T I R U-turn TOTAL'TOTAL TOTAL 04:00 PM 0 0 0 0 0 14 0 E, 0 20 20_ 0 90 24 0 114 71 118 0 0 189 3 - 03 323 04:15 PM 0 0 E 0 0 0 13 0 1 2 12 0 25 iS _ 0 93 27 0 -j--- 20 �7 134 0 —0 331 iS —6 04:30 PM -EO 0 0 0 0 01 17 0 0 10 10 0 27 27 0 81 27 0 108 83 —i35 0 0 --�i—jg 326 353 04:45 PM 0 0 0 0 0 -] 13 0 15 0 28 28 0 114 27 0 141 78 142 0 0 220 361 389 TOTAL - 0 0 0 0 0 57 0 43 0 100 100 0 378 105 0 483 309 529 0 0 838 1,321- -1,421 05:00 PM - -�Sl 0 0 0 —0-0 0 0 —0 14 0 —0 17 0 31 31 0 137 26 0 163 67 149 0 0 216 379 410 5 PM 0 0 1-4 9 19 0 33 33 0 121 34 0 -5— --�—q -T3 —4 —0 —0 -8 --i6 213 i0i 05:30 PM 0 0 0 0 0 15 0 0 20 0 35 5 E35 0 137 33 0 170 79 140 0 0 219 389 424 05:45 PM 0 0 0 0 0 13 0 5 5 0 18 18 1 18 0 100 31 0 131 53 154 0 0 207 338 356 TOTAL 0 0 0 0 0 56 0 61 0 117 0 495 124 0 619 278 577 0 0 855 1,474 1,591 PM Peak Peak Hour Factor: L K. '-�l�,4971�,624 5.958 v "o 04'.45 PM to 05:45 303 565 0 �0 868 Southbound INUI LF) -- il PM 71 0 56 0 5� + ........................... le 14, Ll 0 565 West Rd ............. . ............... ...... . . . ................. ... . . ............ .......... .......................... ..................... C; 303 0 0 t�l West Rd rk 0 509 ............ PM ......................... D 0 0 T7 0 PM North ound DATE: October 2, 2018 (Tuesday) LOCATION: SR 429 SB Ramp & West Rd ................ ..... ................. . . ... I TIME NORTHBOUND _aIGIN L T R U-turn] TOTAL11 L 15 MINUTE TURNI DVEIVIENT COUNTS (Trucks Only) CITY: Apopka COUNTY: Orange County SIR 429 S13 Ramp West Rd .... . ............. I ......... . ....... SOUTHBOUN�D N/S EASTBOUND I I T I R I U_t7,11 �TOTAL TOTALI L I T U-turnITOTAL11 LATITUDE: 0 LONGITUDE: 0 West Rd ............ . ........................... . . ........................... ....... ...... WESTBOUND L I T I R I U-turnTT7O7TAdL E/W TOTAL SRANDI ITOTALl 04:00 PM —64 0 —0 0 0 0 0 0 0 1 0 —0 1 1 0 1 1 0 2 6 0 0 0 6 8 9 15 PM — 0 0 0 �0 0 jo 2 2 2 0 0 2 0 2 5 3 ;52 0 T7 0 8 10 2 04:30 PM— 0 0 0 0 0 0 0 0 OJE 0 0 0 0 0 0 4 0 0 — 5 0 — 0 — 7 —�-- 1 -- 04:45 PM 0 0 0 0 0 0 0 l 0 1 1 0 4 0 0 4 4 2 ' 0 u 0 6 10 TOTAL 0 0 0 0 0 0 4 0 4 4 0 9 3 0 12 20 —i7: 0 27 39 43 05:00 PM 0 0 0 0 1 0 0 1 1 0 2 0 3 2 0 0 5 8 9 05:15 PM --- 0 0 —0 0 0 1 0 flo 0 0 ---H— 0 0 0 0 3 1 0 *1 —3 0 0 0 —3 7 7 65 �30PM 0 0 0 0 0 0 0 0 0 7T 0 0 0 0 ��o — 1 1 0 '10 — 6 —0- —0 —0— 0 1 05AS PM 0 0 0 0 1 0 0 . 0 1 1 0 0 0 - 1 0 - 0 1 1 0 0 2 2 3 TOTAL 0 0 0 0 0 0 (0) 1 2 2 0 1 - —5 --3-� —() :::8:] 7 3 0 0 10 18 20 . PM Peak 04:45 P M to 05:45 PM 0 0 i F26T728 �' 3 v 15 MINUTE TURNIK i.OVEMENT.COUNTS (Cars and Trucks) DATE: October 2, 2018 (Tuesday) CITY: Apopka LATITUDE: 0 LOCATION: SR 429 NB Ramp & West Rd COUNTY: Orange County LONGITUDE: 0 SR 429 NB Ramp ............... .......................... . .......... . . . .................. ..... . . . .................... . . . ............................................ . West Rd West Rd TIMENORTHBOUND I SOUTHBOUND N/S . .......................... - . . ................ EASTBOUND .......... -- ........................ - . .................... . . .. ........................ ....... BEGIN L T R I U- ALI L I T I �R�uturn TOTALITOTAL L T WESTBOUNI: 04:00 PM 31 1 0 74 0 — 1 R R -T47'15 —PM 53 4 89 0 105 —f4 —6 0 —0 0 —0 0 0 0 —0 0 —0 10*5 10 95 — 0 LOO 0 105 -iO6 0 154 9 0 163 268 373 -�430 PM 45 1 los 0 —1 —0 —0 1 4Ar6 1 0 0 0 -T6-0 1-6 —0 --ig-2 — -0�4S PM 47 0 88 —0 --i 3 —5 —0 —0 51 0 9-9 —0 17-2 —72 —8 —0 -i—go _j7_9 430 TOTAL 176 1 5 356 —0 13E 5 0 0 127 0 1-3 — 0 --jS—S —3�1-2- 447 - -.38 399 1 0 0 43-7 - --- --- — - 1,678 05:00 PM -6�-�15PM ' 103 0 153 -i-3-7 0 —0 0 —0 0 0 0 153 11 9 5E0 0 106 0 --6-S- 46 2 89 0 0 0 —0 —f3-7 —13 —0 167 21 0 188 294 447 30—PM �1— 0 9-5 — 0 136 0 0 — 0 - 100 0 —0 —i-8— 0 167 17 0 194 297 434 05:45 PM- — 55 0 —18 —0 17-3 —0 —o —0 0 —0 0 —0 136 10 88 0 —0 0 177 0 194 292 428 TOTAL 791 —3, 0 599 — 17-3 — ---A 12 116 0 0 170 298 471 — —2 —0() 0 0 59 46 399 - 0 - 0 736 1,181 1,780 PM Peak 05:00 PM to Peak Hour Factor: r 0.94s 06:00 Pl. �0� 0 0 �445 �0 �665� 71 0 736 1,1181 1,780 go Southbou-n-7- J'JL)l Lr PM 0 0 0 0 + .................... ...... Ll ----- - ............ PM - - ---------- 665 WeSt Rd 0 0 . .................. .................... . ......... .......... . . . ....................... ..................... . ............. C� --- b- 46 vvesr HT 399 0 ------------- PMca -77=1 IT, ------- - --------------- 0 191 3 405 1 PM 15 MINUTE TURNIK AOVEMENT COUNTS (Trucks Only) DATE: October 2, 2018 (Tuesday) CITY: Apopka LATITUDE: 0 LOCATION: SR 429 NB Ramp & West Rd COUNTY: Orange County LONGITUDE: 0 ............... S.R .. 42 . 9 N.. B R . a ..m.p ... .... ....... ... ... ... . . . . .................... I . .............. . . . . ................... . . . ................... ...... . ................ . ......... . . ....................... West Rd West Rd TIME NORTHBOUND -- 0 SOUTHBOUND - I N/S . . . . ................. . ..... EASTBOUND ........................ .......... .............. T— .. . . ..................... - . . . .................... -- WESTBOUND ................... GRANDI BEGIN L T R U -tum I TOTAL I L I T I R U-turn I TOTAN TOTAL I L I T L R I U-turn I TOTAL11 L I T I R I --T-- U-t—urn TOTAL] TOTAL] TOTAL 04:00 PM —64.15 0 0 4 0 4 —0 —3 0 0 0 0 0 4 0 1 0 0 1 0 ---- ----- 6 0 0 PM 1 0 4 —0 —0 —9 —0 —9-0 0 0 —0 0 0 0 4 0 2 0 0 2 0 6 0 �6 8 --12- 64 30 PM 0 7() 0 —0 —9 —0 —0 —0 —1 —0 —8 —0 101 0 8 9 18 04:45 PM 1 0 2 0 3 0 0 — 0 0 0 3 0 4 0 0 4 0 5 2 0 7 11 14 TOTAL 2 0 18 0 20 0 0 0 0 0 20 0 8 0 0 8 0 25 2 0 35 55 05:00 PM --�5,15 5 i o 0 6 5 0 -0 0 0 0 0 6 0 3 0 0 3 0 5 0 PM 4 0 3 �j 0 0 2 0 t- 0 2 0 — 1 — 2 —4 -- 8- 05:30 Pm o 0 3 0 0 0 10 E00 0 0 W04 a 3 0 —2-0 0 E 2 0 1 1 3 6 05:45 PM 1 0 1 0 2 0 —0 0 0 0 0 0 2 0 1 0 0 TOTAL 2 0 13 0 15 0 0 0 1 0 1 .5 E321 PM Peak 05:00 Pm to 06:00 L2LEEJ 17T132 P. im ,,I 15 MINUTE TURNING MOVEMENT COUNTS (Cars and Trucks) DATE: September 20, 2018 (Fhursday) CITY: Apopka LATITUDE: 0 LOCATION. Lakewood Av & Clarcona Ocoee Rd COUNTY: Orange County LONGITUDE: 0 Lakewood Av Clarcona Ocoee Rd Clarcona Ocoee Rd TIME NORTHI -L--7[---T SOUTHHOUND -�—R N/S EASTBOUND TBO D U�U-lu,. E/W GRAND -BEGIN L T R U-turn TOTAL I U-turn I TOTAL TOTAL L I T I R I U-turn I TOTAL 11 L I T I -R I TOTAL TOTAL TOTALI 07:00 AM 18 0 47 0 65 0 1 0 1 0 7-0 1 0 65 0 1 247 1 30 1 0 F277 —1147 1 ?q�; --- I n - I n I zai I Ai2 - 683 07:15AM 13 0 3 E 1 237t, 11 1 I 0 M 514 560 07:30 AM 1 20 0 3 2 0 0 -10 0 225 �8 1 274 61�1 1�9 - 0 1 1 258 '32 582 07:45 AM 1 9 0 1 25 1 0 1 34 60 60 0 ---T 0 3-4 0#208 08 1 " I " 11 5 1 3,� 1 - -nT 69 —zg2 s 9 603 TOTAL 1 60 0 1 135 0 0 o 0 0 195 0 1 917 174 1 1,092 250 890 n -d-2i,233 2,428 08:00 AM 44 0 35 0 79 0 0 0 0 0 79 0 190 80 0 270 1 1 1 0 '9 3 463 �42 542 08:15 AM 43 0 46 0 89 0 0 0 0 0 8-9- 0 1 22 7 2 197 1�g i 6L2 0 1 ;07 08:30 AM 27 0 44 0 71 0 0 0 0 0 71 0 113 9 1 123 49 1 121 0 0 ;64 08:45 AM 7 0 24 0 1. 0 0 0 0 0 31 0 8 0 117 �14 TOTAL 121 0 1 49 5 i3 7 0 0 0 __i_ 7. �111.9 2 727 81 0 145 21 2 0 181 349 430 79 0 168 ;-0 n I 1AR �;O IAQ n2 Ica 387 66 04:30 PM 17 0 53 0 0 0 70 0 169 22 1 192 51 1 163 1 0 1 0 J-214 406 476 04:45 PM 16 0 50 0 66 0 0 0 0 0 66 0 185 19 0 29L] 40 1 1- 0 0 1 207 411 477 TOTAL 81 0 215 0 1 296 52 JH81 1 620 0 o 801 1,553 1,849 05:00 PM 18 0 66 0 1 84 0 0 0 0 0 84 0 179 17 1 1 1 197 11 IF; I 17n 1 0 1 n 1 779 1 A.)q r r n7 05:15 PM -5 —OP 16 0 62 78 0 0 1 190 74 172 0 2 248 438 516 3 M 19 0 55 0 74 1 0 0 0 0 74 0 159 24 2 185 71 175 0 248 433 so 05:45 PM 19 0 46 0 65 200 31 234 A7 70 151 0 ---LO- n 221 1 455 A 520 TOTAL 72 0 229 0 301 0 0 0 0 0 301 0 691 101 271 668 0 - 4 9 43 2,050 — AM 'eo k Peak Facto -r. 0.889 I -GAMW M -W Ah 1 6. 1 1 135 195 0 19-1 917 174 1 1,092 250 0 1 1 -Hour 1 1,141 1 1..233T-2,42.] PM Peak Peak Hour Factor: 0386 1 05:90 PM to 06:00 PM 806 271 F,. SoUthbound �Wl L., M P- 0 0 0 + AM 1 0 a 0 0 ----------------------- C ------ --------- K 0 ------ 1(- 890 668 ClOrMa OCOee Rd ld 250 4 7 CL 917 4 101 174 N PM AW ------- 41 - ------------------------ IK 1. 135 7- AM 0 72 0 Z79 PM OrIlh ound DATE. September 20, 2018 (Thursday) LOCATION: Lakewood Av & Clarcona Ocoee Rd Lakewood Av 15 MINUTE TURNING MOVEMENT COUNTS (Trucks Only) CITY.- Apopka COUNTY: Orange County Clarcona Ocoee Rd LATITUDE: 0 LONGITUDE: 0 Clarcona Ocoee Rd TIME BEGIN NORTHBOUND SOUTHBOUND N/S TOTALI EASTBOUND WESTBou—N—D------j E/W TOTAL GPAN TOTAL L T I R U4urn TOTAL L T R FU-t-ur-,FT-0-T-AjL L I T I R I U-turn I TOTAL 11 L I T I R I U-turn I TOTAL[ 07:00 AM 1 0 2 0 3 0 0 0 0 0 3 Q 1 10 1 0 1 b 1 100 1112 1 0 1 0 1 3 23 26 07:15 AM 1 0 0 1 0 0 0 0 0 1 0 11 is 5 16 07:30 AM 1 0 0 1 0 0 0 0 0 1 0 7 8 9 07:45 AM 0 ��3 0 0 0 2, 0 2, o 0 21 21 TOTAL 2 0 5 67 72 08:00 AM 1 1 0 1 0 2 Q 0 0 0 0 2 0 1 5 f -2 F-0 1 7 11 0 1 3 1 0 1 0 1 3 10 12 08:15 AM 1 0 0 0 0 0 0 0 0 0 0 0 0 5 1 0 6 1 1 11 ff 0 0 12 18 18 N ZIN 1 0 1 2 0 0 2. 20 0 30 2. 4 2 6 6 #1:1K2# 0 0 4 10 12 A fM� 6 6 6 02 0 0 G 0 6 0 1 0 6 0 2 1�3 19 19 TOTAL 2 0 1 2 0 4 0 0 1 0 0 1 0 4 0 1 20 1 5 1 0 25 1 2 1 30 1 0 0 57 61 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 4 0 0 4 9 9 04:15 PM 1 0 3 0 4 0 0 0 D 0 4 0 1 o o 1 2 5 b o 7 12 04:30 PM 0 0 2 0 2 0 0 0 0 0 2 0 6 0 0 6 0 3 0 -1-0-F —3 9 11 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 8 0 2 0 1 0 2 10 10 TOTAL 1 0 5 0 6 0 0 0 0 0 6 0 20 0 0 20 2 14 0 1 0 16 36 42 05:00 PM 0 0 2 0 2 0 0 0 0 0 2 0 4 0 0 4 0 1 0 0 1 5 0515 PM 1 0 1 0 2 0 0 0 0 0 2 0 1 0 0 1 0 4 0 0 5 7 — E 3 —OP M 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 2 3 0 0 5 t4 10 10 A7 05:45 PM 0 0 0 0 11 0 0 0 0 0 0 0 3 0 0 3 0 11 0 0 0 3 3 TOTAL 1 0 1 3 0 4 0 0 0 0 0 4 0 13 0 0 13 2 8 0 0 10 2313 2, —A --k M A:1. WMAMI 3 I 0 2 I I 1 0 1 1 0 1 1 5 1 0 0 0 1 1 37 1 1 29 0 1 0 30 67 72 PM Peak 05,00 PM W 06.00 PM —F,—T —, I o I - I - 1 23 1 17 f �„ Ao -> - - - - [�o § g 4- ---------------------------- L; 15 MINUTE TURNIN iOVEMENT COUNTS PM 732 Ln Clarcona Ocoee Rd (Cars and Trucks) It 49 6 ........... ... ................... ...................... . ............. . . ........ ....... ................... ...................... ............. C� 0 -- tz :3 14 71 DATE: October 2, 2018 (Tuesday) 777corl, Dcoee PET' 747 CITY: Apopka •- LATITUDE: 0 LOCATION: Adair St/West St & Clarcona Ocoee Rd - — - — - — - — IT' 71 - — - — - — - — - — - COUNTY: Orange County LONGITUDE: 0 .1 ...................................... Adair St . . ............................ . .... .................. __I_..................................................._. I West St .................................................. Clarcona Ocoee coee R Clarcona Ocoee Rd TIME BEGIN L T NORTHBOUND -7 7 I R U-turn TOTAL L SOUTHBOUND I T I R -- turn TOTAL N/S TOTAL L EASTBOUND . .................... T R U-turn . ............ I TOTAL .......... .. - . L .................. WESTBOUND .. .. ....................... T R U-turn TOTAL TOTAL ANE TOTAL 04:00 PM 04:15 PM 04:30 PM 04:45 PM TOTAL 14 27 32 232 96 2 0 2 4 4 0 4 5 — 7 21 0 0 0 0 0 18 34 37 32 121 1 4 3 1 9 1 0 2 0 3 1 4 6 1 12 0 0 0 0 0 3 8 11 2 24 21 42 48 34 145 1 2 2 12 163 25 -- 3— 49 4 174 36 183 25 669-- 120 1- -- 0-1-90 2 0 3 190 --21 4 210 804 10 1-3 7 9 --- 379 152 -- 784 188 193 717 4 —2 0 0 6 —0 0 0 0 166 356 -199 389 195 409 202 412 762 566 T -- 377 431 457 446 1,711 05:00 PM 65.15 PM 65.io Pm 05:45 PM TOTAL 27 3 8 28 0 30 t4 20 105 0 2 2: 0 6 13 1-0 8 10 41 0 —0 0 0 0 40 40 42 30 152 0 1 2 4 7 0 0 11 0 0 E 2 2 4 2 2 7 7 0 0 0 —0 0 —0 —0 5 3 3 9 9 6 6 23TI75 45 43 -�3 51 51 36 3. 3 1 5 14 -- 206 41 3 34 187 43 91 34 7747 �52 1 -- 1 -- 1 6 251 203 _j3 4— 231 919 16 196 1 0 213 464 509 12 8-7 1 —0---iO3 1 87 200 —5 — El -�i46 65 6 1 5 6 0 —76 --F6 461 184 4 184 4 0 204 435 471 49 732 2 0 793 1,712 1,887 PM Peak Peak Hour Factor: :00 Pm to --- 06'.00 PM 105 6 L41 T L�0�152����o ........... 7 3 49 732 0.927 12 0 793 1,712 �1887 out oun iwi Li i PM 13 3 7 0 + ---------------------------- L; PM 732 Ln Clarcona Ocoee Rd It 49 6 ........... ... ................... ...................... . ............. . . ........ ....... ................... ...................... ............. C� 0 -- tz :3 14 71 777corl, Dcoee PET' 747 •- — - — PM— - — - — - — - — IT' 71 - — - — - — - — - — - — - — - — - — - — - — - — .1 0 105 6 41 1 PM 15 MINUTE TURNIN OVEMENT&OUNTS (Trucks Only) DATE: October 2, 2018 (Tuesday) CITY: Apopka LATITUDE: 0 LOCATION: Adair St/West St & Clarcona Ocoee Rd COUNTY: Orange County LONGITUDE: 0 ........... Adair St .. . ................... ........... ................. . . ........................ . ........................ West St . ...................... . . .................. .... . .... . ................... ......... Clarcona Ocoee Rd Clarcona Ocoee Rd TIME BEGIN NORTHBOUND L T SOUTHBOUND N/S . . . ....................... EASTBOUND L ............ . . . .................. WESTBOUND . . .. . . . .. ... . .................. E/W RAND I R U-turn TOTAL ----- - — L I T I R U-turn TOTAL TOTAL TOTALI L I T R I U-turn �TOTALJ L I T_ EF64 TOTAL TOTAL 04:00 PM- 0 0 0 0 0 0 0 — 0 0 0 04:15 PM 0 0 0 0 —0 —0 —0 —0 —0 0 —0 0 6 —0 —(�— 0 —0 3 —4--6-- 0 0 3 —4 5 04:30 FM 1 0 0 0 1 —0 0 0 0 0 —0 —0 6 —0-8 1-0 10 04:45 PM 0 0 ;E20 —2 —0 —0 —0 —0 —0— 1 4 4 0 12 13 TOTAL 1 0 2 0 3 0 10 12 37 40 05:00 Pm —6515 0 0 0 0 0 -0 -0 0 - 0 0 — 0 -- 0 0 0 1 0 0 1 0 PM 0 0 0 -0 -0 -0 -0 0 0 0 4 —0— 2 0 0 2 3 3 6530 k4 0 0 0 0 0 0 1 0 4 0 —0 1 0 0 1 s s 05:45 PM 0 1 0 —0 0 —0 —0 0 0 — 0 0 7 C 0 7 0 0 0 0 7 —4— TOTAL 0 J- —0 —1 0 —1, 0 0 0 0 —1 0 3 0 0 3 4 1 0 13 1 0 0 13 —.0 1 6 0 0 6 19 20 PM Peak 05:00 Pm to 06:00 Phi �13 �0 6 19 20 15 MINUTE TU,RNIN OVIMENT COUNTS (Cars and Trucks) DATE: October 2, 2018 (Tuesday) LOCATION: Ocoee Apopka Rd & Fuller's Cross Rd LATITUDE: 0 PM 2i------- z$„-.-... + TIME BEGIN Ocoee Apopka Rd i ...................... . ..................... . ..................... . .... — ............. .................... NORTHBOUND L T R U-turn TOTAL L Ocoee Apopka Rd ..... . .-................... . . . ................ ..................... SOUTHBOUND I T I R I U-turn . FT0--TA-Lj N/S TOTAL I L 04:00 PM 1 96 20 0 117 3 63 44 -- 0 106 223 60 04:15 PM 04:30 —PM 04:45 —PM 0 --08 --i —3-1-15- 23 0 99 1-2 --6 1-3 —0 — 131 113 131 6 —4 —7 5-5 5-8 6-0 71 6-6 -57- —0 -6---i-2-8--i4-1-67 —01-24 132 263 25-5 _72- —86 TOTAL 6 418 0 --2 Z920 8 1-4 _948 — 7 38 — 236 --2— 34 — 0 — 490 — 982 — 28 34 5 0 111-- 31 2 0 100 33 1 0 120 129 10 0 424 , -665 05:00 PM- 2 122 15 0 —0 139 7 56 - 89 0 152 291 87 05;15 PM 1 134 2-4 -T3 159 —2 6-1 7-4 —0 -1-3-7 -2-96 —71 05730 PM 65�45 —PM —1 3 24 11-9 3-0 —0— _73- —0 16-0 150 2 3 67 —8-9 64 7-7 —o —0 -1-46- — 156 --3-06- --jo-6 - _79- — 67 TOTAL 7 508 - 608 -- 17- ---24-8 32-9 0 591 1,199 304 Pm to 7 1 508 � 93 --F4 329 F248 -T— --T——T 06:00 PM I I o T 6o8 1T o59,T,,,,)93 o4 PM 329 -------------------------- Fuller's Cross Rd *D It :3 304 71 CITY: Apopka LATITUDE: 0 PM 2i------- z$„-.-... + COUNTY: Orange County LONGITUDE: 0 a 49 49 Fuller's Cross Rd ............... .. . ...................... .... ............ .............. . ......................... Fuller's Cross Rd . . 0 EASTBOUND R U-turn TOTAL L . ............................................. WESTBOUND T I R U-turn . ..... -� I -TO-TAL E/W TOTAL IGRANE TOTAL I 31 2 0 93 K . . . . . . . . . . 71 . . . . . . . . . . . . . . 0 8 1-4 _948 — 7 38 51 31 — 44 174 5 —7 5 1-2 29 0 —0 0 — 0 0 64 —52 62 - 241 157 1-63- 162 - 1 8-3- 380 426 —3 40 438 1,647 34 5 0 111-- 31 2 0 100 33 1 0 120 129 10 0 424 -665 43 0 0 42 0 0 28 2 0 30 4 0 -- -- 143 6 0 130 -8 113 1Q9 101 i5-3 17 ---10 14 -:�9 48 6-1 6-38 53 i2-5- -7-8- 7 4 — 9 0 —0 0 0 —0-70-2 63 8-2 81 6 193 195 190 177 7S5 484 491 496 483 1,954 --F Peak Hour Factor: 0.989- T— 0 53T49 22S T 28 To 302 F1.9S4143T-6] 248 14 0 ------------- ---- PM 2i------- z$„-.-... + F 225 a 49 49 ................ .................... .......... ...................... 0 . . . ............... ..... . .. ............ MlWr5 LrOSS HO K . . . . . . . . . . 71 . . . . . . . . . . . . . . 0 I.._._......._._..._.._.._....._._.._ 0 7 508 17 93 PM 15 MINUTE TURNIN ..QVEMENT..COUNTS (Trucks Only) DATE: October 2, 2018 (Tuesday) CITY: Apopka LATITUDE: 0 LOCATION: Ocoee Apopka Rd & Fuller's Cross Rd COUNTY: Orange County LONGITUDE: 0 Ocoee Apopka Rd ..................... ...................... -.1- ................... . .. . ........................ . ...................... Ocoee Apopka Rd I., ..... . ................. -- . ...................... I- .................... ........... . ........................... Fuller's Cross Rd Fuller's Cross Rd TIME BEGIN NORTHBOUND SOUTHBOUND N/S . .................. . .. . .. . . ............... EASTBOUNDWESTBOUND - ...... . ........ .......... . I . . . ..................... . .. . . ................. .... . .................... ...... E/W GRAND _I L T TOTAL L I T I R I U-turn I TOTAL TOTAL L I T I R U-turn -- TOTAL L I T R U-turn -- TOTAL TOTAL 04:00 PM -T471 0 2 1 0 3 —1 0 1 1 0 2 5 0 1 0 0 5 P M 0 0 0 0 2 1 —0 —3 1 —0 0 o —1 —1 —0-0 —0 —1 —6 04:30 PM —0 —0 —b-- —0 —0 —0 —0--- —0 —0 —0 —0 —0 F44 0 0 E 0 0 0 0 —0 — 0 —0 —0 —0 —0 45 PM -- 0 0 1 —0— 0 —1 1 0 0 —0 0 0 0 1 0 TOTAL 0 1 2 2 0 4 0 4 2 - 0 6 10 10 0 0 0 0 0 1 1 J7 21 2 7 05:00 PM- 0 0 0 0 0 —0 0 2 0 0 2 2 1 1 0 0 2 1 0 0 6515 PM 0 2 0 —0 0 —0 —1 —0 —1 3 —1 —2 0 —0-3— —1 0 1 3 _7 05:30 PM —2 1 0 0 1 0 0 2 0 2 3 1 1 0 0 0 1 4 05:45 PM 0 2 0 0 —2 —0 —o----— 1 0 3 0 0 0 — 0 0 0 TOTAL 0 5 0 0 50 2 4 o 6 11 3 0 0 0 — 5 0 0 8 2 0 o 0 2 10 21 PM Peak 05:00 PM to 06:00 PM f 15 MINUTE TURNING MOVEMENT COUNTS (Cars and Trucks) DATE: September 20, 2018 (Thursday) CITY. Apopka LATITUDE: 0 LOCATION: Lakewood Av & Fuller's Cross Rd COUNTY: Orange County LONGITUDE: 0 Lakewood Av i Lakewood Av Fuller's Cross Rd TIME I NORTHBOUND SOUTHBOUND -- I N/S EASTBOUND WESTBOUND E/w GRANDI BEGIN L T R U-turn I I TOTAL IJ L I T I R T. TU--,.TTOTAL TOTAL L I T R U-turnTOTALL I T I R U-turnTOTALTOTAL TOTAL 07:00 AM 27 26 0 0 53 11 0 1 31 1 51 1 0 1 82 1 135 1 42 1 0 0 48 0 0 0 0 0 48 1&13 07:15 AM 20 16 0 0 36 0 22 54 --12-7 -6 4 0 36 0 1 0 1 0 - 0 0 36 148 07:30 AM 25 24 0 0 49 9 - 0 67 Q 176 -T5 - 0 12 0 37 0 0 0 0 0 37 213 W7445 07 45 AM 21 16 0 —0 0 37 37 0 63 68 0 131 -TI-6 168 18 0 15 0 0 33 4 I� 0 0 0 a 33 201 TOTAL 93 82 0 175J 0 176 240 0 591 1 117 0 37 0 154 . - I - - 54 _ 08:00 Am 57 61 0 0 118 0 98 46 0 144 1 262 1 21 1 0 1 32 3 0 0 0 0 0 53 315 08:15 Am 61 63 1 0 0 124 0 IPO 99 99 44 D �1462 6 7 2' 1 28 1 0 1 22 �j �05 0 0 0 0 0 so 317 08:30 Am T 39 T 0 0 78 14�4 1 0 sq 5, 134A 1 3S 1 0 1 A 11 1 A n — 0 ---i3— 176 08:45 Am 11 14 0 0 25 0 1 17 1 32 0 49 74 18 1 0 14 0 32:1 0 0 0 0 0 32 106 TOTAL �8 177 0 0 345 0 2213 163 0 391 736 102 0 76 0 178 1 0 0 0 0 0 178 914 4�211 9 11 0 51 0 245 36 0 61 �O71 13 0 61 2, 0 0 6' 173 64- 13 �I�M 18 36 0 0 48 6 i 42 119 49 n f 5�) n 06 68 187 04:30 PM 18 28 0 0 46 49 0 72 18 1 118 38 38 0 0 60 45 163 04:45 P 14 33 0 1 0 47 JF-� 0 1 22 37 '59 il 06 37 1 0 12 0 0 0 49 - l5�5 TOTAL 72 120 0 1 0 192 0 1 99 164 0 263 455 - - 223 0 0 0 D 0 223 678 05:00 PM 21 28 0 f 0 49 0 1 22 51 0 73 M 53 0 14 D 67 0 0 0 0 0 67 189 05:15 PM 21 32 0 1 0 1531[0-- 43 63 0 106 159 49 0 23 0 72 0 0 0 0 0 1 72 231 05:30 PM 20 38 0 0 58 0 1 43 51 - 94 152 36 0 18 4 14 0 1 1 0 1 54 211 05:45 PM 26 27 0 0 53 0 1 43 F—TOTAL 88 1 125 0 AM Peak Peak Hour Factor. 0.825 CT.30 AM . . 09� A . 1 164 a a 328 0 320 225 545 873 92 .1 0 173 0 0 0 I - 173 I I iiml PM Peak Peak Hour Factor. 0.907 1 05:00 PM W 06.00 P 88 125 0 0 213 0 151 221 0 372 S 1 0 0 7S 3 839 Soumbound NUT Ul PM I 221 151 0 0 + AM I 225 320 0 0 jj ._._._._._._._._._._._-_ IC S1 I------- AM -------- PM K 0 0 ------- E 0 0 o Fuller's Cross Rd ic 0 0 0 Z. 177 92 71 L 0 0 -3 7681 N PMAW ------- ------------------------ I F� 111 AM 125 0 'M North Pound DATE: September 20, 2018 (Thursday) LOCATION: Lakewood Av & Fuller's Cross Rd Lakewood Av TIME NORTHBOUND BEGIN L -] _T _R U-turnTOTALL I 15 MINUTE TURNING MOVEMENT COUNTS (Trucks Only) CITY: Apopka COUNTY: -Orange County Lakewood Av Fuller's Cross Rd SOUTHBOUND N/S EASTBOUND T I R T_U-turn _TOTAL JTOTAL j L I T I RTOTAL LATITUDE: 0 LONGITUDE: 0 WESTBOUND E/W GRAND IJ L I T I R JU-turn iTOTAL ITOTAL TOTALI 07:00 AM 10 1 0 1 0 1 0 1 o 11 o 1 1 1 0 1 0 1 1 1 1 11 01 0 1 a I 1 11 n I n I n I n I I 2 07:15 Am 0 1 0 0 1 0 0 0 0 0 1 0 0 0 0 1 0 " 0 0 0 0 1 0 0 1 07:30 Am 0 1 0 0 1 —0 0 0 —0, 0 —0 0 0 1 0 0 -7— 0 0 0 0 0 0 0 1' _T_ 07:45 Am 0 0 6-- 0 0 0 0 0 0 0 0 0 E, 0 Eli] 0 0 0 60 0 0 TOTAL 0 2 0 0 2 0 1 0 0 1 0 0 01 0 0 0 0 0 0 4 08:00 AM 0 0 0 0 0 11 0 1 1 o 0 1 1 0 0 1 0 1 0 0 0 0 0 1 2 8:15 AM 0 0 0 0 0 I 0 0 0 0 0 0 0 0 0 0 0 0 0 _0 0 Em 0 a 0 i 08:30 AM 0 2 0 0 2 0 0 0 1 0 2 0 0 _0 —0 a— 6 6-0 0 1 0 0 2 08:45 AM 1 0 0 0 1 0 2 1 0 0 _0 243 0 0 1 0 0 0 F0_TAL 1 1 2 0 0 3 1 0 3 6 04:00 PM 0 0 0 0 0 0 1 0 0 1 1 0 0 0 0 0 0 0 0 0 0 - 0 1 04:15 PM 0 1 0 0 1 0 0 1 o 1 2 2 3 0 0 0 3 0 0 0 0 0 3 5 04:30 PM 1 2 0 0 3 a_ 0 0 0 0 0 3 2 0 1 0 2 1 0 0 2 5 04:45 PM 0 0 0 0 0 0 0 0 0 0 0 o 0 o o n n 0 0 0 0 TOTAL 1 3 1 0 0 1 1 0 2 6 5 D 0 D 5 0 D p 0 0 5 11 05:00 PM 0 1 0 0 1 0 0 0 0 0 1 1 0 0 0 1 0 0 0 0 0 1 2 05:15 PM -65-30 _PM 0 1 0 0 1 0 0 0 o 0 1 0 0 0 0 0 0 0 0 0 0 1 _—PM 0 0 0 0 a 0 1 0 0 1 1 0 0 0 0 0 0 0 —0 0 0 00 1 45:45 0 1 0 0 1 0 0 0 0 0 1 TOTAL 3 0 0 0 0 0 1 0 0 0 0 0 1 5 AM Peak 08:W A. 0 1 0 1 0 0 1 2 0 0 0 0 PM Peak --F-o 05:00 Pm,. �.,mF 06:00 P 3 1 0 1 4 — 0 1 S 4- 15 MINUTE TURNI QVIEMENT COUNTS (Cars and Trucks) DATE: October 2, 2018 (Tuesday) CITY: Apopka LATITUDE: 0 LOCATION: Lakewood Av & Wurst Rd COUNTY: Orange County LONGITUDE: 0 .................... Lakewood Av - . .................. ... .................................. ............... ...................... Lakewood Av .................... - . . .. . ................ ..... ........................ ....... Wurst Rd Wurst Rd TIME BEGIN L NORTHBOUND --- -FU-turnjTOTAL� SOUTHBOUND N/S EASTBOUND . ..... I ........ . .................... .... .. .... ... ... ... WESTBOUND . . . . . .... ..................... E/W GRAND T R L T I R I U-turn TOTAL I TOTAL L T R U-turn I TOTAL 11 L I T R 7 U-turn TOTAL TOTAL TOTAL 04:00 PM 0 28 31 0 —0 59 9 15 1 0 25 84 2 1 1 0 4 28 3 -T 0 04.15 PM —0 2 26 37 6-5 14 13 2 —0 29 —1 —1 — 15 46 so 134 21 9 0 30 33 127 0 .3 4,,iO PM 0 19 -6-- —66 1-3 2-3 —3- —o —9,9— —0 —1 —1-0 —2— 04: 45 PM 0 39 18 0 77 15 22 1 0 —18 — — 3 1 14 - 0 35 — 37 - 136 TOTAL — 2 112 147 0 261 51 73 7 0 131 115 392 4 7 1 0 0 5 25 17 _�l 4� 0 40 45 160 92 7 52 -- 0 151 165 557 4 3 0 14 05:00 Pm 1 25 - 33 0 59 21 5 0 40 99 2 1 0 4 19 0 - 0 39 43 142 05:15 Pm —65 3 26 41 0 70 19 —i — 1 3 0 5-3 — 12i 0 —0— —0 — 20 — 29 2 0 47 47 - 8 171 30 PM —1-30 3— —0 7-4 12 3-0 6 —0 —4 -- 8 ---j— 22 — 3 -- 0 —L 1 24 1 17 0 42 49 171 05:45 PM 1 35 56 0 92 ---- 9 25 1 0 35 —127 — 4 0 7 3 TOTAL — 6 — 116 173 0 295 54 107 15 -- 0 1 76 — 0 0 4 25 -- 0 15 -68 0 40 0 AW 171 0 168 --184 655 471 7 3 6 0 16 97 3 PM Peak 1 — - a Peak Hour Factor: 05:00 Pm to 06:00 Pm 6 116 173 0 295 54 107 15 0 176 471 7 3 6 0 76 97 3 68 0.958 0 168 184 655 Southbound Lrl PM 15 107 54 0 + -------------------------- le ------- Pm -6i ------- 3 Wurst Rd 97 ........... ... . ................. . . .. .................... .... ............... .. . ................. ... . ......................... . ........... 0 WUrst Rd :3 7 CL 3 'A &------------- Pm------- --------- 0 6 17173 PM 15 MINUTE TURNI ..OVEMENT COUNT (Trucks Only) DATE: October 2, 2018 (Tuesday) CITY: Apopka LATITUDE: 0 LOCATION: Lakewood Av & Wurst Rd COUNTY: Orange County LONGITUDE: 0 Lakewood Av ......................... - .................. ... - ................. .... .. -- . ................... . i Lakewood Av Wurst Rd i Wurst Rd TIME NORTHBOUND SOUTHBOUND NIS .. . . ..... .. ... .. .. EASTBOUND . . .. _ . . ..................... . ......... . ......... I - . . . ................... W . EST . B .. 0 . U . N . D .. ....................... E/W, GRAND BEGIN L T R I U-turn TOTAL I L U-turn TOTAL TOTAL ------- L T I R 1U U-turn TOTAL I L I T R I U-turn I TOTAL TOTAL TOTAL 04:00 PM 0 1 0 0 1 —1 --6— —3 0 0 0 0 0 0 0 0 04:15 PM —PM 0 2 —0 —1 —1 —0 0 —0 —0 0 0 —3 _0 —o-0 — —0 —0- —o —6 —1 —1 64730 2 0 1 0 0 1 T1 —0 —0-6— —0 —0 —0 —0- 4 04:45 PM 0 0 1 0 —1 0 0 0 0 0 — 0 0 -- 0 3 3 3 6 —2 TOTAL 0 3 4 —0 —7 0 1 071 8 -- —0 —0 0 0 0 0 0 2 0 3 0 5 5 13 05:00 Pm 0 1 0 0 1 0 0 0 0 0 1 0 0 05:15 PM —PM 0 1 0 0 1 —0—o —0-0--- 0 0 o f —0 0 1 0 0 —0 —0 —0 —0 0 65-30 0 — 1 0 E o 0 1 EE 0 �E 0 0 0 o— o— —i o 0 05:45 PM 0 0 0 0 0 0 0 0 —0 0 0 0 0 0 0 0 0 o— 0 o— 0 o— — I 1 2 TOTAL 0 2 0 0 2 1 0 0 0 1 3 0 0 0 0 0 PM Peak :00 Pm to0 06:00 PIA 2 5 C:nnsultant Tim= (ft) tance (ft) ec) L 43 128 -1.8% 4S 164 1.7% 24 7 3045tance 110 2.4% 82 24 92 -1.8% 82 24 COORDINATION PLANS Coordination Pattern Cycle Split 1 1/1/1 80 15 2/1/1 65 15 3/1/1 80 15 Day Time Pattern FREE 2/1/1 Split 2 45 35 45 FREE Split 3 FREE Split 4 20 15 20 %18:15 1/1/1 Split 5 2/1/1 Split 6 60 SO 60 3/1/1 Split 7 2/1/1Split S FREE Offset 10 35 63 7 0:00 FREE Lagging Phases Source Day 0/0/0/0 Equate 1 0/0/0/0 Equate 2 1/0/0/0 Equate 3 Equate 4 Equate 5 7 7 8:00 20:00 2/1/1 FREE 1 2 3 4 5 6 7 Notes: 1. Referenced to the Begin of Green 5. Alternate Sequence 1: Reverse Phases 1 & 2 2. Force Mode: Plan 3. Use Permissive Mode for coordination 4. Inhibit Max during coordination - ►e, ORANGE COUNTY TRAFFIC SIGNAL TIMING Intersection: Clarcona-Ocoee Road & N. Lakewood Avenue Equipment: Eagle Node: Date: 643 Port: 09/25/18 Address: BASIC TIMING Phase 2 4 5 6 Direction WB NB WBL EB Min Green (sec) 10 5 5 10 Vehicle Gap (sec) 3.0 2.0 1.5 3.0 Max Green 1 (sec) 41 30 20 41 Max Green 2 (sec) 41 30 20 41 Yellow (sec) 4.8 4.0 4.8 4.8 All -Red (sec) 2.0 2.0 2.0 2.0 Walk (sec) 7 7 Flash Don't Walk (sec) 23 29 Recall/Memory MIN/LK NL LK MIN/LK Detector Delay (sec) CD10 Detector Switching Dual Entry Y Y Overlap Flash Y R 5 -SECTION Y Speed (mph) Veh Crossing Distance (ft) Grade Ped Crossing Distance (ft) Ped Clearance (sec) 45 140 -0.4% 35 103 0.6% 78 23 45 110 -0.4% 45 93 0.5% 101 29 COORDINATION PLANS Coordination Pattern 1/1/1 2/1/1 3/1/1 Day Time Pattern Cycle 80 130 80 1 0:00 FREE Split 1 1 9:30 2/1/1 Split 2 65 110 65 1 19:30 FREE Split 3 2 0:00 FREE Split 4 15 20 15 2 6:00 1/1/1 Split 5 15 20 15 2 9:30 2/1/1 Split 6 50 90 50 2 15:00 3/1/1 Split 7 2 18:15 2/1/1 Split 8 2 20:00 FREE Offset 13 102 32 7 0:00 FREE Lagging Phases 0/0/0/0 0/0/0/0 0/0/0/0 7 8:00 2/1/1 Source Day Equate 1 Equate 2 Equate 3 Equate 4 Equate 5 7 20:00 FREE 1 2 3 4 5 6 7 Notes: 1. Referenced to the Begin of Green 2. Force Mode: Plan 3. Use Permissive Mode for coordination 4. Inhibit Max during coordination ORANGE COUNTY TRAFFIC SIGNAL TIMING Hazem EI-AssarP.E. , Intersection: Ocoee Apopka Rd & Fullers Cross Rd Equipment: Eagle CDI: j j CDO: Node: 335 Date: 7123118 BASIC TIMING. Phase 1 2 3 4 5 6 7 8 Direction EB/WB NB/SB Min Green sec 5 15 Vehicle Ga sec 3.0 3.5 Max Green 1 sec 55 65 Max Green 2 sec 60 55 Yellow sec 4.8 4.8 All -Red sec 2.0 2.0 Walk sec 7 Flash Don't Walk sec 17 Recall/Memo NL SF/LK Dela (sec) CD10 Detector Switching Dual Entry Overlap Flash R Y Speed (mph) Veh Distance (ft) Grade (%) Ped Distance (ft) Ped Clearence (sec) 45 78 -0.5 45 63 -0.6 59 17 COORDINATION PLANS. A Coordination Pattern Day Time Pattern Cycle MAX II Split 1 1 0:01 FREE Split 2 2 0:01 FREE Split 3 2 16:00 PH 1, 2 Split 4 2 19:00 FREE Split 5 Split 6 Split 7 Split 8 Offset Lagging Phases Source Da _Equate 1 Equate 2 Equate 3 Equate 4 E uate 5 1 7 2 3 4 5 6 Notes: Basic Ring Structure R1 1 2 R2 +-I cP! _ .11.E -.L-r:....,, ' ORANGE COUNTY TRAFFIC SIGNAL TIMING Intersection: Ocoee Crown Point Parkway/West Rd at Ocoee -Apopka Rd Equipment: Eagle Node: Date: 402 Port:, 05/10/18 Address: BASIC TIMING. Phase 1 2 3 4 5 6 7 8 Direction SBL NB EBL WB NBL SB WBL EB Min Green (sec) 5 15 5 5 5 15 5 5 Vehicle Gap (sec) 2.0 5.0 2.0 3.0 2.0 5.0 2.0 3.0 Max Green 1 (sec) 25 60 25 35 25 60 25 35 Max Green 2 (sec) 35 50 25 20 20 50 25 35 Yellow (sec) 4.8 4.8 3.4 4.8 4.8 4.8 4.8 4.8 All -Red (sec) 2.0 2.0 3.1 3.1 2.0 2.0 2.0 3.1 Walk (sec) 7 7 7 7 Flash Don't Walk (sec) 31 16 28 23 Recall/Memory NL MIN/LK NL MIN/LK NL MIN/LK NL MIN/LK Detector Delay (sec) Detector Switching Dual Entry Y Y Y Y Overlap Flash 5 -SECTION Y 5 -SECTION R 5 -SECTION Y 5 -SECTION R Speed (mph) Veh Crossing Distance (ft) Grade Ped Crossing Distance (ft) Ped Clearance (sec) 45 114 -0.3% 45 144 0.4% 107 31 25 128 0.7% 45 118 -0.5% 55 16 45 94 0.4% 45 161 -0.3% 98 28 45 150 -0.5% 25 105 0.7% 79 23 COORDINATION PLANS, Coordination Pattern 1/1/1 2/1/1 3/1/1 Day Time Pattern Cycle 160 130 160 1 0:01 FREE Split 1 35 20 20 2 0:01 FREE Split 2 58 51 70 2 12:45 2/1/1 Split 3 20 20 15 2 15:00 3/1/1 Split 4 47 39 55 2 18:15 FREE Split 5 31 20 20 7 0:01 FREE Split 6 62 51 1 70 Split 7 28 20 30 Split 8 39 39 40 W _ Offset 49 65 102 _ Lagging Phases 0/0/0/0 0/0/0/0 0/0/0/0 Source Day Equate 1 Equate 2 Equate 3 Equate 4 Equate 5 1 2 3 4 5 6 7 Notes: 1. Referenced to the Begin of Green - Phases 4 & 8 2. Force Mode: Plan 3. Use Permissive Mode for coordination 4. Inhibit Max during coordination Consultant Timing Gu; ORANGE COUNTY TRAFFIC SIGNAL TIMING. Intersection: West Road/Clarcona-Ocoee Road & SR 429 SIR Ramps Equipment: Eagle Node: Date: 403 04/26/18 Port: Address: BASIC TIMING Phase 2 S 6 8 Direction WB WBL EB SB Min Green (sec) 15 5 15 5 Vehicle Gap (sec) 3.0 3.0 3.0 3.0 Max Green 1(sec) 45 20 45 20 Max Green 2 (sec) 45 20 45 20 Yellow (sec) 4.8 4.8 4,8 3.7 All -Red (sec) 2.0 2.0 2.0 2.0 Walk (sec) 7 Flash Don't Walk (sec) 16 Recall/Memory SF/LK NL SF/LK NL Detector Delay (sec) Detector Switching Dual Entry Y Y Overlap Flash Y 5 -SECTION Y R Speed (mph) Veh Crossing Distance (ft) Grade Ped Crossing Distance (ft) Ped Clearance (sec) 45 75 2.0% 56 16 45 94 2.0% 45 109 2.1% 30 110 1.4% COORDINATION PLANS, Coordination Pattern 1/1/1 2/1/1 3/1/1 Day Time Pattern Cycle 80 65 80 1 0:00 FREE Split 1 1 9:30 2/1/1 Split 2 65 50 65 1 19:30 FREE Split 3 2 0:00 FREE Split 4 2 6:00 1/1/1 Split 5 20 15 20 2 9:30 2/1/1 Split 6 45 35 45 2 15:00 3/1/1 Split 7 2 18:15 2/1/1 Split 8 15 15 15 2 20:00 FREE Offset 12 41 63 7 0:00 FREE Lagging Phases 0/0/5/0 0/0/5/0 0/0/0/0 7 8:00 2/1/1 Source Day Equate 1 Equate 2 Equate 3 Equate 4 Equate 5 7 20:00 FREE 1 2 3 4 5 6 7 Notes: 1. Referenced to the Begin of Green 2. Force Mode: Plan 3. Use Permissive Mode for coordination 4. Inhibit Max during coordination S. Alternate Sequence 4: Reverse Phases 5 & 6 2017 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALL CATEGORY: 7500 ORANGE COUNTYWIDE MOCF: 0.98 WEEK DATES SF PSCF ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 1 01/01/2017 - 01/07/2017 1.01 1.03 2 01/08/2017 - 01/14/2017 1.03 1.05 3 01/15/2017 - 01/21/2017 1.04 1.06 4 01/22/2017 - 01/28/2017 1.03 1.05 5 01/29/2017 - 02/04/2017 1.02 1.04 6 02/05/2017 - 02/11/2017 1.00 1.02 7 02/12/2017 - 02/18/2017 0.99 1.01 8 02/19/2017 - 02/25/2017 0.99 1.01 * 9 02/26/2017 - 03/04/2017 0.98 1.00 *10 03/05/2017 - 03/11/2017 0.98 1.00 *11 03/12/2017 - 03/18/2017 0.97 0.99 *12 03/19/2017 - 03/25/2017 0.97 0.99 *13 03/26/2017 - 04/01/2017 0.97 0.99 *14 04/02/2017 - 04/08/2017 0.97 0.99 *15 04/09/2017 - 04/15/2017 0.97 0.99 *16 04/16/2017 - 04/22/2017 0.97 0.99 *17 04/23/2017 - 04/29/2017 0.97 0.99 *18 04/30/2017 - 05/06/2017 0.98 1.00 *19 05/07/2017 - 05/13/2017 0.98 1.00 *20 05/14/2017 - 05/20/2017 0.98 1.00 *21 05/21/2017 - 05/27/2017 0.99 1.01 22 05/28/2017 - 06/03/2017 1.00 1.02 23 06/04/2017 - 06/10/2017 1.00 1.02 24 06/11/2017 - 06/17/2017 1.01 1.03 25 06/18/2017 - 06/24/2017 1.01 1.03 26 06/25/2017 - 07/01/2017 1.01 1.03 27 07/02/2017 - 07/08/2017 1.01 1.03 28 07/09/2017 - 07/15/2017 1.02 1.04 29 07/16/2017 - 07/22/2017 1.01 1.03 30 07/23/2017 - 07/29/2017 1.00 1.02 31 07/30/2017 - 08/05/2017 1.00 1.02 32 08/06/2017 - 08/12/2017 0.99 1.01 33 08/13/2017 - 08/19/2017 0.99 1.01 4 08/20/2017 - 08/26/2017 1.01 1.03 -)5 08/27/2017 - 09/02/2017 1.04 1.06 36 09/03/2017 - 09/09/2017 1.06 1.08 37 09/10/2017 - 09/16/2017 1.09 1.11 38 09/17/2017 - 09/23/2017 1.07 1.09 39 09/24/2017 - 09/30/2017 1.05 1.07 40 10/01/2017 - 10/07/2017 1.03 1.05 41 10/08/2017 - 10/14/2017 1.01 1.03 42 10/15/2017 - 10/21/2017 0.99 1.01 43 10/22/2017 - 10/28/2017 0.99 1.01 44 10/29/2017 - 11/04/2017 0.99 1.01 45 11/05/2017 - 11/11/2017 1.00 1.02 46 11/12/2017 - 11/18/2017 1.00 1.02 47 11/19/2017 - 11/25/2017 1.00 1.02 48 11/26/2017 - 12/02/2017 1.01 1.03 49 12/03/2017 - 12/09/2017 1.01 1.03 50 12/10/2017 - 12/16/2017 1.01 1.03 51 12/17/2017 - 12/23/2017 1.02 1.04 52 12/24/2017 - 12/30/2017 1.03 1.05 53 12/31/2017 - 12/31/2017 1.04 1.06 * PEAK SEASON 02 -MAR -2018 15:35:06 830UPD 5 7500 PKSEASON.TXT Existing Intersection Capacity Analysis Worksheets HCS7 Signalized Intersection Results Summary General Information nency TPD, Inc. alyst MJA Analysis Date Jurisdiction City of Ocoee Time Period Urban Street Ocoee -Apopka Rd Analysis Year Intersection West Rd/Ocoee Crown... File Name Project Description (1) PM Peak Hour - Existing Intersection Information'*'` Duration, h 0.25 Oct 22, 2018 Area Type Other PM Peak Hour PHF 0.97 2018 Analysis Period 1> 16:45 1- 5095 - Ocoee Apopka Rd & West Rd - Existing... 4 J A -s Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand (v ), veh/h 45 96 39 206 181 172 95 593 75 126 378 22 Signal Information Cycle, s 160.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Green 5.4 Yellow 4.8 Red 12.0 1.2 0.0 10..0 y R 97.1 5.2 4.8 3.4 2.0 3.1 8.0 4.8 2.0 8.3 4.8 3.1 5 6 7 8 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 3 8 7 4 5 2 1 6 Case Number 1.1 3.0 1.1 3.0 1.1 3.0 1.1 4.0 Phase Duration, s 11.7 16.2 26.5 31.0 12.2 103.9 13.4 105.1 Change Period, ( Y+R c ), s 6.5 7.9 6.8 1 7.9 6.8 6.8 6.8 6.8 Max Allow Headway ( MAH), s 3.0 4.1 3.0 4.1 3.0 0.0 3.0 0.0 Queue Clearance Time ( g s ), s 5.9 6.3 19.6 19.2 5.3 6.4 Green Extension Time ( g e ), s 0.0 1.9 0.1 1.9 0.2 0.0 0.2 0.0 ase Call Probability 0.87 1 1.00 1.00 1.00 0.99 1.00 max Out Probability 1.00 1 0.00 0.55 1 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 3 8 18 7 4 14 5 2 12 1 6 16 Adjusted Flow Rate ( v), veh/h 46 99 40 212 187 177 98 611 77 130 412 Adjusted Saturation Flow Rate ( s ), veh/h/In 1781 1781 1585 1781 1781 1585 1781 1870 1585 1781 1852 Queue Service Time ( g s ), s 3.9 4.3 3.9 17.6 7.6 17.2 3.3 30.5 3.2 4.4 17.7 Cycle Queue Clearance Time ( g c ), s 3.9 4.3 3.9 17.6 7.6 17.2 3.3 30.5 3.2 4.4 17.7 Green Ratio ( g/C) 0.08 0.05 0.05 0.19 0.14 0.14 0.64 1 0.61 0.61 0.65 0.61 Capacity ( c), veh/h 164 184 82 297 515 229 584 1135 962 456 1138 Volume -to -Capacity Ratio (X) 0.282 0.538 0.491 0.716 0.363 0.774 0.168 0.539 0.080 0.285 0.362 Back of Queue ( Q ), ft/In ( 95 th percentile) 81.6 92.6 77.4 328.7 156.5 295.7 59 487 53.6 77.9 304.6 Back of Queue ( Q ), veh/In ( 95 th percentile) 3.2 3.6 3.0 12.9 6.2 11.6 2.3 19.2 2.1 3.1 12.0 Queue Storage Ratio ( RQ) ( 95 th percentile) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d i ), s/veh 68.9 74.0 73.8 60.1 61.8 65.9 12.1 18.4 13.0 14.2 15.3 Incremental Delay ( d2), s/veh 0.3 2.4 4.5 4.8 0.4 5.5 0.0 1.8 0.2 0.1 0.9 Initial Queue Delay ( d3), s/veh 0.0 0.0 0.0 0.0 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( of), s/veh 69.3 76.4 78.3 64.9 62.2 71.4 12.2 20.2 13.2 14.3 16.2 Level of Service (LOS) E E E E E E B C I B B I B Approach Delay, s/veh / LOS 75.0 E 66.1 E 18.5 B 15.7 B Intersection Delay, s/veh / LOS 35.9 D Itimodal Results EB WB NB SB --destrian LOS Score / LOS 2.16 B 1.96 B 2.41 B 2.41 B Bicycle LOS Score / LOS 0.64 1 A 0.96 A 1.79 B 1.38 A Copyright © 2018 University of Florida, All Rights Reserved. HCSTM Streets Version 7.6 Generated: 10/24/2018 10:55:26 AM HCS7 Signalized Intersection Results Summary General Information Intersection Informationialxi"f4 J C $ 4 � r AM tyl'Ir "gency TPD, Inc. Duration, h 0.25 -alyst MJA Analysis Date Oct 22, 2018 Area Type Other Jurisdiction City of Ocoee Time Period PM Peak Hour PHF 0.96 Urban Street West Rd Analysis Year 2018 Analysis Period 1> 16:45 Intersection SR 429 SB Ramps File Name 2- 5095 - West Rd & SR 429 SB Ramps - Existing... Project Description (2) PM Peak Hour- Existing Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T I R Demand ( v), veh/h 524 124 312 582 58 73 Signal Information JCycle, 80.0 Reference Phase3 0 Reference Point End inated No Simult. Gap E/W On Fixed Simult. Gap N/S On Green 7.9 Yellow 4.8 Red 2.0 47.2 5.6 4.8 3.7 2.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0ode 0.0 0.0 s 6 4 e Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 6 5 2 8 Case Number 8.3 1.0 4.0 9.0 Phase Duration, s 54.0 14.7 68.7 11.3 Change Period, ( Y+R c ), s 6.8 6.8 6.8 5.7 Max Allow Headway ( MAH), s 0.0 4.0 0.0 4.3 Queue Clearance Time ( g s ), s 7.2 5.7 Green Extension Time ( g e ), s 0.0 0.8 0.0 0.1 ase Call Probability 1.00 0.95 max Out Probability 0.04 1 1.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 6 16 5 2 3 18 Adjusted Flow Rate ( v), veh/h 348 327 325 606 60 76 Adjusted Saturation Flow Rate ( s ), veh/h/In 1870 1746 1767 1795 1781 1598 Queue Service Time ( g s ), s 9.5 1 7.6 5.2 3.7 2.6 1 3.7 Cycle Queue Clearance Time ( g c ), s 9.5 7.6 5.2 3.7 2.6 3.7 Green Ratio ( g/C) 0.59 0.59 0.71 0.77 0.07 0.07 Capacity ( c), veh/h 1103 1030 622 2779 124 111 Volume -to -Capacity Ratio (X) 0.315 0.317 0.522 0.218 0.488 0.684 Back of Queue ( Q ), ft/In ( 95 th percentile) 119.2 111.4 56.2 1 27.2 1 54.9 73.7 Back of Queue ( Q), veh/In ( 95 th percentile) 4.7 4.5 2.2 1.1 2.2 2.9 Queue Storage Ratio ( RQ) ( 95 th percentile) 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d i ), s/veh 8.3 8.3 5.4 2.5 1 35.8 36.4 Incremental Delay ( d 2 ), s/veh 0.7 0.8 0.7 0.2 3.0 7.2 Initial Queue Delay ( of 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d), s/veh 9.0 9.1 6.1 2.6 38.8 43.6 Level of Service (LOS) A A A A D D Approach Delay, s/veh / LOS 9.0 A 3.9 A 0.0 41.5 D Intersection Delay, s/veh / LOS 8.8 A Itimodal Results EB WB NB SB -destrian LOS Score / LOS 1.36 A 1 1.60 B 2.31 B 2.14 B Bicycle LOS Score / LOS 1.04 A 1.26 A F Copyright © 2018 University of Florida, All Rights Reserved. HCSTM Streets Version 7.6 Generated: 10124/2018 11:02:19 AM HCS7 Signalized Intersection Results Summary General Information Intersection Information i b b' i bnency TPD, Inc. Duration, h 0.25 3lyst MJA Analysis Date Oct 22, 2018 Area Type Other Jurisdiction City of Ocoee Time Period PM Peak Hour PHF 0.95 Urban Street West Rd Analysis Year 2018 Analysis Period 1> 17:00 Intersection SR 429 NB Ramps File Name 3- 5095 - West Rd & SR 429 NB Ramps - Existing... Project Description (3) PM Peak Hour- Existing Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v), veh/h 47 411 685 73 197 417 Signal Information Cycle, s 80.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Green Yellow Red 3.3 5.0 2.0 33.1 23.9 5.0 3.7 2.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 2 5 6 ] 7 Y B Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 1 6 2 4 Case Number 1.0 4.0 7.3 9.0 Phase Duration, s 10.3 50.4 40.1 29.6 Change Period, ( Y+R c), s 7.0 7.0 7.0 5.7 Max Allow Headway ( MAH), s 3.0 0.0 0.0 3.3 Queue Clearance Time ( g s), s 3.2 23.7 Green Extension Time (g e ), s 0.0 0.0 0.0 0.1 ase Call Probability 0.67 1.00 max Out Probability 0.02 1.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 1 6 2 12 7 14 Adjusted Flow Rate ( v), veh/h 49 433 721 77 207 439 Adjusted Saturation Flow Rate ( s ), veh/h/In 1810 1781 1795 1572 1795 1572 Queue Service Time ( g s ), s 1.2 5.1 1 11.8 2.4 7.3 1 21.7 Cycle Queue Clearance Time ( g c ), s 1.2 5.1 11.8 2.4 7.3 21.7 Green Ratio ( g/C) 0.48 0.54 0.41 0.41 0.30 0.30 Capacity ( c), veh/h 363 1933 1485 651 536 469 Volume -to -Capacity Ratio (X) 0.136 0.224 0.486 0.118 0.387 0.936 Back of Queue ( Q ), ft/In ( 95 th percentile) 18.5 77.2 201.1 38.3 133.9 417.9 Back of Queue ( Q ), veh/In ( 95 th percentile) 0.7 3.0 8.0 1.5 5.3 16.3 Queue Storage Ratio ( RQ) ( 95 th percentile) 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d i ), s/veh 12.4 9.5 17.2 14.5 22.3 27.3 Incremental Delay ( d 2 ), s/veh 0.1 0.3 1.1 0.4 0.2 25.3 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 1 0.0 0.0 0.0 0.0 Control Delay ( d), s/veh 12.4 9.8 18.3 14.8 22.4 52.6 Level of Service (LOS) B A B B C D Approach Delay, s/veh / LOS 10.1 B 18.0 B 43.0 D 0.0 Intersection Delay, s/veh / LOS 24.4 C Itimodal Results EB WB NB SB _Jestrian LOS Score / LOS 1.66 B 1.39 A 2.31 B 2.31 B Bicycle LOS Score / LOS 0.89 1 A 1.15 A F Copyright © 2018 University of Florida, All Rights Reserved. HCS11 Streets Version 7.6 Generated: 10/26/2018 8:07:39 AM HCS7 Signalized Intersection Results Summary General Information Intersection Information ".iency TPD, Inc. Duration, h 0.25 .alyst MJA Analysis Date Oct 22, 2018 Area Type Other Jurisdiction City of Ocoee Time Period AM Peak Hour PHF 0.99 Urban Street Clarcona-Ocoee Rd Analysis Year 2018 Analysis Period 1> 17:00 Intersection Lakewood Ave File Name 4.1- 5095 - Clarcona Ocoee Rd & Lakewood Ave... Prniart Ilocrrintinn I/d1 ANA Pcok 1-Ini it - Pvictinn Copyright © 2018 University of Florida, All Rights Reserved. HCS11 Streets Version 7.6 Generated: 10/24/2018 11:05:23 AM Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v), veh/h 1 981 186 269 952 64 144 Signal Information Cycle, s 80.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Green 6.8 Yellow 14.8 Red 12.0 •• r 44.6 4.8 2.0 ' 9.0 4.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 2 3 s e e Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 6 5 2 4 Case Number 6.3 1.0 4.0 9.0 Phase Duration, s 51.4 13.6 65.0 15.0 Change Period, ( Y+R � ), s 6.8 6.8 6.8 6.0 Max Allow Headway ( MAH), s 0.0 4.0 0.0 3.3 Queue Clearance Time ( g s ), s 6.7 9.1 Green Extension Time ( g e), s 0.0 0.1 0.0 0.0 ase Call Probability 1.00 0.99 wax Out Probability 1.001.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 1 6 16 5 2 7 14 Adjusted Flow Rate ( v), veh/h 1 606 573 272 962 65 145 Adjusted Saturation Flow Rate ( s ), veh/h/In 593 1841 1738 1810 1766 1739 1598 Queue Service Time ( g s), s 0.1 17.4 1 17.4 4.7 8.2 2.7 1 7.1 Cycle Queue Clearance Time ( g c), s 0.1 17.4 17.4 4.7 8.2 2.7 7.1 Green Ratio ( g/C) 0.56 0.56 0.56 0.67 0.73 0.11 0.11 Capacity ( c), veh/h 421 1026 968 408 2570 196 180 Volume -to -Capacity Ratio (X) 0.002 0.590 0.592 0.665 0.374 0.330 0.809 Back of Queue ( Q ), ft/In ( 95 th percentile) 0.3 272 1253.7 72.3 83.8 53.1 170.2 Back of Queue ( Q ), veh/In ( 95 th percentile) 0.0 10.5 10.1 2.9 3.3 2.0 6.8 Queue Storage Ratio ( RQ) ( 95 th percentile) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d r ), s/veh 7.9 11.7 11.7 10.6 4.1 32.7 34.7 Incremental Delay ( d 2 ), s/veh 0.0 2.5 2.7 3.4 0.4 0.4 22.0 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d), s/veh 7.9 14.2 14.4 14.0 4.5 33.1 56.6 Level of Service (LOS) A B B B A C E Approach Delay, s/veh / LOS 14.3 B 6.6 A 49.4 D 0.0 Intersection Delay, s/veh / LOS 13.5 B Itimodal Results EB WB NB SB -destrian LOS Score / LOS 1.88 B 1.32 A 2.31 B 2.31 B Bicycle LOS Score / LOS 1.46 A 1.51 B F Copyright © 2018 University of Florida, All Rights Reserved. HCS11 Streets Version 7.6 Generated: 10/24/2018 11:05:23 AM HCS7 Signalized Intersection Results Summary General Information Intersection Information • "-iency TPD, Inc. Duration, h 0.25 alyst MJA Analysis Date Oct 22, 2018 Area Type Other Jurisdiction City of Ocoee Time Period PM Peak Hour PHF 0.99 Urban Street Clarcona-Ocoee Rd Analysis Year 2018 Analysis Period 1> 17:00 Intersection Lakewood AveFile Name 4.2- 5095 - Clarcona Ocoee Rd & Lakewood Ave... T R L T R r. .. , ". y _...__.... Demand Information EB WB NB SB Approach Movement L T I R L T R L T R L T R Demand ( v), veh/h 7 747 108 294 715 77 245 Signal Information j80.0 Reference Phase 2r 0 Reference Point EndGreen d No Simult. Gap E/W On Fixed Simult. Gap N/S On 8.2 Yellow 4.8 Red 2.0 38.2 4.8 2.0 14.0 4.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5 6 s Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 6 5 2 4 Case Number 6.3 1.0 4.0 9.0 Phase Duration, s 45.0 15.0 60.0 20.0 Change Period, ( Y+R c), s 1 6.8 6.8 6.8 6.0 Max Allow Headway ( MAH), s 0.0 4.0 0.0 3.3 Queue Clearance Time ( g s ), s 8.3 14.1 Green Extension Time ( g e ), s 0.0 0.0 0.0 0.0 ase Call Probability 1.00 1.00 Ivlax Out Probability 1.00 1.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 1 6 16 5 2 7 14 Adjusted Flow Rate ( v), veh/h 7 442 422 297 722 78 247 Adjusted Saturation Flow Rate ( s ), veh/h/In 731 1870 1787 1795 1795 1795 1598 Queue Service Time ( g s ), s 0.4 12.9 12.9 6.3 6.8 3.0 12.1 Cycle Queue Clearance Time (g c), s 0.4 12.9 12.9 6.3 6.8 3.0 12.1 Green Ratio ( g/C) 0.48 0.48 0.48 0.61 0.66 0.18 0.18 Capacity ( c), veh/h 439 893 853 478 2387 314 280 Volume -to -Capacity Ratio (X) 0.016 0.494 0.495 0.621 0.303 0.248 0.885 Back of Queue ( Q ), ft/In ( 95 th percentile) 3 225.2 1214.7 98 1 84.5 56.7 1268.4 Back of Queue ( Q ), veh/in ( 95 th percentile) 0.1 8.9 8.6 3.9 3.4 2.2 10.6 Queue Storage Ratio ( RQ) ( 95 th percentile) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d i ), s/veh 11.0 14.3 14.3 10.1 5.6 28.5 32.2 Incremental Delay ( d 2 ), s/veh 0.1 2.0 2.0 2.5 0.3 0.2 26.0 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d), s/veh 11.1 16.2 16.3 12.5 1 5.9 28.6 58.2 Level of Service (LOS) B 1 B B B A C E Approach Delay, s/veh / LOS 16.3 B 7.9 A 51.2 D 0.0 Intersection Delay, s/veh / LOS 17.5 B Itimodal Results EB WB NB SB ddestrian LOS Score / LOS 1.89 B 1.34 A 2.31 B 2.31 B Bicycle LOS Score / LOS 1.21 A 1.33 A F Copyright © 2018 University of Florida, All Rights Reserved. HCST"' Streets Version 7.6 Generated: 10/26/2018 8:18:15 AM HCS7 Signalized Intersection Results Summary General Information Intersection Information Aiency TPD, Inc. Duration, h 0.25 _ .alyst MJA Analysis Date Oct 22, 2018 Area Type Other Jurisdiction City of Ocoee Time Period PM Peak Hour PHF 0.93 Urban Street Clarcona-Ocoee Rd Analysis Year 2018 Analysis Period 1> 17:00 Intersection Adair St File Name 5- 5095 - Clarcona Ocoee Rd & Adair St - Existin... o n--- ir-% onn m --i. u,.... L T Copyright © 2018 University of Florida, All Rights Reserved. HCSTM Streets Version 7.6 Generated: 10/24/2018 11:06:59 AM Demand Information EB WB NB SB Approach MovementL T R L T R L T R L T R Demand ( v), veh/h 20 769 157 51 754 12 108 6 42 7 3 13 Signal Information Cycle, s 80.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On r; r a.. Green 58.2 9.0 Yellow 4.8 4.0 0.0 0.0 0.0 0.0 1 2 3 q 0.0 0.0 0.0 0.0 5 6 7 j 8 0.0 Force Mode Fixed Simult. Gap N/S On Red 2.0 2.0 0.0 0.0 0.0 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 6 2 4 8 Case Number 6.0 6.0 8.0 8.0 Phase Duration, s 65.0 65.0 15.0 15.0 Change Period, ( Y+R c), s 1 6.8 6.8 6.0 1 6.0 Max Allow Headway ( MAH), s 0.0 0.0 3.2 3.2 Queue Clearance Time ( g s), s 11.0 3.0 Green Extension Time ( g e ), s 0.0 0.0 0.0 0.1 ase Call Probability 0.99 0.99 max Out Probability 1.00 1.00 Movement Group Results ti EB WB NB SB Approach Movement T R L T R L T R L T R Assigned Movement 6 16 5 2 12 7 4 14 3 8 18 Adjusted Flow Rate ( v), veh/h 22 513 483 55 413 411 168 25 Adjusted Saturation Flow Rate ( s ), veh/h/In 675 1870 1760 575 1885 1875 1463 1711 Queue Service Time ( g s ), s 0.9 8.2 1 8.2 3.2 1 6.1 6.1 8.0 0.0 Cycle Queue Clearance Time ( g c ), s 7.0 8.2 8.2 11.4 6.1 6.1 9.0 1.0 Green Ratio ( g/C) 0.73 0.73 0.73 0.73 0.73 0.73 0.11 0.11 Capacity ( c), veh/h 530 1361 1280 449 1371 1364 241 251 Volume -to -Capacity Ratio (X) 0.041 0.377 0.377 0.122 0.301 10.301 0.697 0.098 Back of Queue ( Q), ft/In ( 95 th percentile) 5.2 94.6 1 89 16.2 69.6 70.9 165.6 18.9 Back of Queue ( Q ), veh/In ( 95 th percentile) 0.2 3.7 3.6 0.6 2.8 2.8 6.5 0.8 Queue Storage Ratio ( RQ) ( 95 th percentile) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 5.0 4.1 4.1 6.2 1 3.8 3.8 35.6 32.0 Incremental Delay ( d 2 ), s/veh 0.1 0.8 0.8 0.6 0.6 0.6 7.2 0.1 Initial Queue Delay ( d s ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d), s/veh 5.2 4.9 .4.9 6.8 4.4 4.4 42.8 32.0 Level of Service (LOS) A A A A A A D C Approach Delay, s/veh / LOS 4.9 A 4.5 A 42.8 D 32.0 C Intersection Delay, s/veh / LOS 8.1 A Itimodal Results EB WB NB SB idestrian LOS Score / LOS 1.62 B 1 1.62 B 2.30 B 2.29 B Bicycle LOS Score / LOS 1.33 A 1.21 A 0.76 A 0.53 A Copyright © 2018 University of Florida, All Rights Reserved. HCSTM Streets Version 7.6 Generated: 10/24/2018 11:06:59 AM HCS7 Signalized Intersection Results Summary General Information Agency TPD, Inc. alyst MJA Jurisdiction City of Ocoee Urban Street Ocoee -Apopka Rd Intersection Fuller's Cross Rd Project Description (6) PM Peak Hour - Existing Intersection Information Duration, h 0.25 Analysis Date Oct 22, 2018 Area Type Other Time Period PM Peak Hour PHF 0.99 Analysis Year 2018 Analysis Period 1> 17:00 File Name 6- 5095 - Ocoee Apopka Rd & Fuller's Cross Rd -... 41-kf �t t. ti r Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v), veh/h 313 147 6 50 232 29 7 523 96 14 255 339 Signal Information Cycle, s 145.5 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated Yes Simult. Gap EM On ;,, Green 57.0 Yellow 4.8 27.5 4.8 40.6 0.0 4.8 0.0 z a 0.0 0.0 s 1 iCAI 6 J ; e 0.0 0.0 Force Mode Fixed Simult. Gap N/S On Red 12.0 2.0 2.0 0.0 0.0 10.0 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 8 4 2 6 Case Number 12.0 12.0 8.0 8.0 Phase Duration, s 47.4 34.3 63.8 63.8 Change Period, ( Y+R c), s 6.8 1 6.8 6.8 6.8 Max Allow Headway ( MAH), s 4.0 4.0 4.6 4.6 Queue Clearance Time ( g s ), s 39.0 26.4 48.6 51.3 Green Extension Time ( g e ), s 1.5 1.1 6.2 5.7 ase Call Probability 1 1.00 1.00 1.00 1.00 max Out Probability 1 0.01 0.00 0.29 0.39 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 3 8 18 7 4 14 5 2 12 1 6 16 Adjusted Flow Rate ( v), veh/h 471 314 632 614 Adjusted Saturation Flow Rate ( s ), veh/h/In 1806 1840 1831 1711 Queue Service Time ( g s ), s 37.0 1 1 24.4 0.0 2.6 Cycle Queue Clearance Time ( g c ), s 37.0 24.4 1 46.6 49.3 Green Ratio ( g/C) 0.28 0.19 0.39 0.39 Capacity ( c), veh/h 504 347 743 696 Volume -to -Capacity Ratio (X) 0.933 0.905 0.851 0.882 Back of Queue ( Q ), ft/In ( 95 th percentile) 652.91 1443.8 746.6 754.6 Back of Queue ( Q ), veh/In ( 95 th percentile) 25.7 17.6 29.6 29.9 Queue Storage Ratio ( RQ) ( 95 th percentile) 0.00 0.00 0.00 0.00 Uniform Delay (d i ), s/veh 51.2 57.8 41.1 41.9 Incremental Delay ( d2), s/veh 16.6 8.9 7.9 10.9 Initial Queue Delay ( d3 ), s/veh 0.0 0.0 0.0 0.0 Control Delay ( d), s/veh 67.8 66.7 49.0 52.8 Level of Service (LOS) E E D D Approach Delay, s/veh / LOS 67.8 E 66.7 E 49.0 D 52.8 D Intersection Delay, s/veh / LOS 57.2 E Itimodal Results EB WB NB SB .;destrian LOS Score / LOS 1 1.7 41.72 B 1.70 B 1.70 B Bicycle LOS Score / LOS 1.26 A 1.01I A 1.53 B 1.50 B Copyright © 2018 University of Florida, All Rights Reserved. HCST"' Streets Version 7.6 Generated: 10/24/2018 11:15:10 AM General Information Two -Way •• • • Report Site Information nalyst MJA Intersection (7)Lakewd Av & Fullers Cr gency/Co. TPD, Inc. Jurisdiction City of Ocoee Date Performed 10/22/2018 East/West Street Fuller's Cross Rd Analysis Year 2018 North/South Street Lakewood Ave Time Analyzed AM Peak Hour - Existing Peak Hour Factor 0.83 Intersection Orientation North-South Analysis Time Period (hrs) 0.25 Project Description 5095 - Ocoee Village Center Lanes V V 1 - Magor Street North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L I T R U L T R ",iority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 .tuber of Lanes 0 1 0 0 0 0 0 0 1 0 0 0 1 0 Configuration LR LT TR Volume (veh/h) 98 87 175 175 342 241 Percent Heavy Vehicles (%) 0 0 0 Proportion Time Blocked _47 Percent Grade (%) 0 Right Turn Channelized Median Type I Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) 7.1 6.2 4.1 Critical Headway (sec) 6.40 6.20 4.10 Base Follow -Up Headway (sec) 3.5 3.3 2.2 Follow -Up Headway (sec) 3.50 3.30 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 223 211 Capacity, c (veh/h) 232 904 v/c Ratio 0.96 0.23 95% Queue Length, Qss (veh) 8.6 0.9 Control Delay (s/veh) 94.7 10.2 Level of Service (LOS) F B oroach Delay (s/veh) 94.7 6.4 i Hpproach LOS F Copyright 0 2018 University of Florida. All Rights Reserved. HCS- TWSC Version 7.6 Generated: 10/24/2018 11:17:21 AM 7.1- Lakewood Ave & Fuller's Cross Rd - Existing AM.xtw Copyright © 2018 University of Florida. All Rights Reserved. HCS1" TWSC Version 7.6 Generated: 10/24/2018 11:18:20 AM 7.2- Lakewood Ave & Fuller's Cross Rd - Existing PM.xtw General Information Two -Way •• • • Report Site Information -talyst MJA Intersection (7)Lakewd Av & Fullers Cr ,gency/Co. TPD, Inc. Jurisdiction City of Ocoee Date Performed 10/22/2018 East/West Street Fuller's Cross Rd Analysis Year 2018 North/South Street Lakewood Ave Time Analyzed PM Peak Hour - Existing Peak Hour Factor 0.91 Intersection Orientation North-South Analysis Time Period (hrs) 0.25 Project Description 5095 - Ocoee Village Center Lanes 11,fi �_'f'Y Major Street: North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R '-iority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 mber of Lanes 0 1 0 0 0 0 0 0 1 0 0 0 1 0 Configuration LR LT TR Volume (veh/h) 189 81 94 134 162 236 Percent Heavy Vehicles (%) 1 0 0 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized Median Type I Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) 7.1 6.2 4.1 Critical Headway (sec) 6.41 6.20 4.10 Base Follow -Up Headway (sec) 3.5 3.3 2.2 Follow -Up Headway (sec) 3.51 3.30 2.20 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 297 103 Capacity, c (veh/h) 450 1133 v/c Ratio 0.66 0.09 95% Queue Length, Qss (veh) 4.7 0.3 Control Delay (s/veh) 27.1 8.5 Level of Service (LOS) D A oroach Delay (s/veh) 27.1 4.0 Approach LOS D - Copyright © 2018 University of Florida. All Rights Reserved. HCS1" TWSC Version 7.6 Generated: 10/24/2018 11:18:20 AM 7.2- Lakewood Ave & Fuller's Cross Rd - Existing PM.xtw Copyright Q 2018 University of Florida. All Rights Reserved. HCS'" AWSC Version 7.6 Generated: 10/26/2018 8:24:14 AM 8- 5095 - Lakewood Ave & Wurst Rd - Existing PM.xaw General Information All -Way Site Information "nalyst MJA Intersection (8) Lakewd Ave & Wurst Rd i .gency/Co. TPD, Inc. Jurisdiction City of Ocoee Date Performed 10/23/2018 East/West Street Wurst Rd Analysis Year 2018 North/South Street Lakewood Ave Analysis Time Period (hrs) 0.25 Peak Hour Factor 0.96 Time Analyzed PM Peak Hour - Existing Project Description 5095 - Ocoee Village Center Lanes -► 4- I + y t t - Vehicle Volume and Adjustments Approach Eastbound Westbound Northbound Southbound Movement L T R L T R L T R L T R ume 7 3 6 100 3 70 6 119 178 56 110 15 % Thrus in Shared Lane Lane L1 L2 L3 L1 L2 L3 L1 L2 L3 L1 L2 L3 Configuration LTR LTR LTR LTR Flow Rate, v (veh/h) 17 180 316 189 Percent Heavy Vehicles 0 1 0 2 Departure Headway and Service Time Initial Departure Headway, hd (s) 3.20 3.20 3.20 3.20 Initial Degree of Utilization, x 0.015 0.160 0.281 0.168 Final Departure Headway, hd (s) 5.20 4.96 4.30 4.82 Final Degree of Utilization, x 0.024 0.248 0.377 0.252 Move -Up Time, m (s) 2.0 2.0 2.0 2.0 Service Time, is (s) 3.20 2.96 2.30 2.82 Capacity, Delay and Level of Service Flow Rate, v (veh/h) 17 180 316 189 Capacity 692 725 836 747 95% Queue Length, Q95 (veh) 0.1 1.0 1.8 1.0 Control Delay (s/veh) 8.3 9.6 9.9 9.4 Level of Service, LOS A A A A proach Delay (s/veh) 8.3 9.6 9.9 9.4 Approach LOS A A A A Intersection Delay, s/veh I LOS 9.7 A Copyright Q 2018 University of Florida. All Rights Reserved. HCS'" AWSC Version 7.6 Generated: 10/26/2018 8:24:14 AM 8- 5095 - Lakewood Ave & Wurst Rd - Existing PM.xaw APPENDIX E Trends Analysis Worksheets Traffic Trends - V3.0 LAKEWOOD AVENUE -- Fuller's Cross Rd to West Rd FIN# 11= Location County: Orange (75) Station #: 66.1 Highway: LAKEWOOD AVENUE 14000 4201 bserved Count 92.45%, Trend Annual Historic Growth Rate: [=FittedCurve Trend Growth Rate (2017 to Design Year): 12000 Printed: 22 -Oct -18'. 4400 4400 2015 4700 4800 2016 10000 5200 2017 a� 5700 2022 Opening Year Trend 2022 1 N/A 1 7800 2027 Mid -Year Trend 2027 N/A >_ 8000 2032 Design YearTrend 2032 1 N/A 1 12000 TRANPLAN Forecasts/Trends L F— 6000 0 4000 L Q 2000 0 2013 C g 2023 2028 2033 Year ** Annual Trend Increase: 4201 Trend R -squared: 92.45%, Trend Annual Historic Growth Rate: 10.63% Trend Growth Rate (2017 to Design Year): 7.37%', Printed: 22 -Oct -18'. Traffic (ADT/AADT) Year Count* Trend** 2013 4100 4000 2014 4400 4400 2015 4700 4800 2016 5000 5200 2017 5900 5700 2022 Opening Year Trend 2022 1 N/A 1 7800 2027 Mid -Year Trend 2027 N/A 9900 2032 Design YearTrend 2032 1 N/A 1 12000 TRANPLAN Forecasts/Trends Traffic Trends - V3.0 CLARCONA-OCOEE RD -- Fuller's Cross Rd to Clarke Rd FIN# 1234 Location 1 30000 25000 T RS 20000 .0 N U 15000 CU LL 0 10000 m Cn �a L Q 5000 0 2015 County: Orange (75) Station #: 70.0 Highway: CLARCONA-OCOEE RD ** Annual Trend Increase: 650 Trend R -squared: 98.26% Trend Annual Historic Growth Rate: 5.24% Trend Growth Rate (2017 to Design Year): 4.72% Printed: 22 -Oct -18 2015 12300 12400 1 • 13100 13000 2017 13600 13700 2022 Opening Year Trend 2027 Mid -Year Trend 2032 Design Year Trend � •11 TRANPLAN Forecasts/Trends Emm Traffic Trends - V3.0 OCOEE-APOPKA RD -- Binion Rd to West Rd FIN# 1234 Location 1 20000 ® Observed Count 18000 Fitted Curve 16000 0 14000 d 12000 im 10000 H 8000 0 m 6000 rn ca Q 4000 2000 0 2012 2017 2022 2027 2032 Year ** Annual Trend Increase: 320 Trend R -squared: 80.96% Trend Annual Historic Growth Rate: 2.99% Trend Growth Rate (2017 to Design Year): 2.60% Printed: 22 -Oct -18 County: Traffic (ADT/AADT) Orange (75) Station #: Year 71.0 Highway: 10700 OCOEE-APOPKA RD Traffic (ADT/AADT) Count* Trend** Year 2012 11100 10700 2013 10700 11000 2014 11000 11300 2015 11500 11600 2016 12100 11900 2017 12400 12300 2022 Opening Year Trend 2022 1 N/A 1 13900 Mid-Year2027 - . 2027 1 N/A 1 15500 2032 Design Year Trend 2032 1 N/A 1 17100 TRANPLAN Forecasts/Trends Traffic Trends - V3.0 OCOEE-APOPKA RD -- West Rd to Silver Star Rd FIN# 1234 Loc t' I 1 12000 oObserved Count —Fitted Curve 10000 8000 s m m 6000 ❑ 4000 a� m a 2000 0 2012 2017 2022 2027 2032 Year ** Annual Trend Increase: 89 Trend R -squared: 46.54% Trend Annual Historic Growth Rate: 1.14% Trend Growth Rate (2017 to Design Year): 0.93% Printed: 22 -Oct -18 County: Orange (75) Station #: 73.0 Highway: OCOEE-APOPKA RD 2612 ::11 880 2013 • 11 :911 2014 9111 9111 2015 :911 • II 2016 9111 • 00 2017 • 1/ • 00 2022 Opening Year Trend 2027 Mid -Year Trend 2032 Design Year Trend I' 1.11 TRANPLAN Forecasts/Trends Traffic Trends - V3.0 West Road -- Ocoee -Apopka Rd to Clarcona-Ocoee Rd FIN# 1234 Location 1 25000 ®Observed Count 20000 ca ❑ m U cD 15000 LL r :1 10000 N L Q 5000 0 - LL 2012 County: Traffic (ADT/AADT) Orange (75) Station #: Trend** 2024 Highway: 6300 West Road ** Annual Trend Increase: 637 Trend R -squared: 93.62% Trend Annual Historic Growth Rate: 10.16% Trend Growth Rate (2017 to Design Year): 6.74% Printed: 22 -Oct -18 Traffic (ADT/AADT) Year Count* Trend** 2012 6400 6300 2013 6800 7000 2014 7300 7600 2015 8700 8200 2016 9100 8900 2017 9200 9500 2022 Opening Year Trend 2022 N/A 12700 2027 Mid -Year Trend 2027 1 N/A j 15900 2032 Design YearTrend 2032 1 N/A 1 19100 TRANPLAN Forecasts/Trends Traffic Trends - V3.0 WURST ROAD --A.D. Mims Rd to Clarcona-Ocoee Rd FIN# I,= Location 6000 Observed Count —Fitted Curve 5000 0 N CD 4000 m ca 3000 > 0 2000 m rn L d Q 1000 - 0 2012 2017 2022 2027 2032 Year ** Annual Trend Increase: -26 Trend R -squared: 6.61% Trend Annual Historic Growth Rate: -0.36% Trend Growth Rate (2017 to Design Year): -0.49% Printed: 22 -Oct -18 County: Traffic (ADT/AADT) Orange (75) Station #: Year 7130 Highway: 5500 WURST ROAD Traffic (ADT/AADT) Count* Trend** Year 2012 5700 5500 2013 5200 5500 2014 5600 5500 2015 5300 5400 2016 5500 5400 2017 5400 5400 2022 Opening Year Trend 2022 1 N/A 1 5300 2027 Mid -Year Trend 2027 1 N/A 1 5100 2032 Design YearTrend 2032 1 N/A 1 5000 TRANPLAN Forecasts/Trends /_\»=1►197E�9 Projected Intersection Capacity Analysis Worksheets HCS7 Signalized Intersection Results Summary EM General Information Intersection Information -iency TPD, Inc. Duration, h 0.25 jalyst MJA Analysis Date Oct 22, 2018 Area Type Other Jurisdiction City of Ocoee Time Period PM Peak Hour PHF 0.97 Urban Street Ocoee -Apopka Rd Analysis Year 2021 Analysis Period 1> 16:45 Intersection West Rd/Ocoee Crown... File Name 1- 5095 - Ocoee Apopka Rd & West Rd - Projecte... Project Description (1) PM Peak Hour - Projected ....................._.. 141). h'1 61S J t a + i Wr ti r:¢, r r,_r Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v), veh/h 52 126 45 237 222 226 109 682 86 177 435 25 Signal Information Cycle, s 160.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Green 16.4 Yellow 4.8 Red 12.0 12.8 0.0 10.0 cy R 89.5 5.9 4.8 3.4 12.0 3.1 9.6 4.8 2.0 z i 10.9 1 4.8 3.1 5 6 a e Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 3 8 7 4 5 2 1 6 Case Number 1.1 3.0 1.1 3.0 1.1 3.0 1.1 4.0 Phase Duration, s 12.4 18.8 28.8 35.2 13.2 96.3 16.1 99.2 Change Period, ( Y+R c), s 6.5 1 7.9 6.8 7.9 6.8 6.8 6.8 6.8 Max Allow Headway ( MAH), s 3.0 4.1 3.0 4.1 3.0 0.0 3.0 0.0 Queue Clearance Time ( g s ), s 6.4 7.6 21.9 24.9 6.3 9.0 _Green Extension Time (g e ), s 0.0 2.5 0.1 2.5 0.2 0.0 0.3 0.0 ase Call Probability 0.91 1.00 1.00 1 1.00 0.99 1.00 Max Out Probability 1.00 1 0.00 1 1.00 1 0.00 0.00 1 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 3 8 18 7 1244 4 14 5 2 12 1 6 16 Adjusted Flow Rate ( v), veh/h 54 130 46 229 233 1 112 703 89 182 474 Adjusted Saturation Flow Rate ( s ), veh/h/In 1781 1781 1585 1781 1781 1585 1781 1870 1585 1781 1852 Queue Service Time ( g s ), s 4.4 5.6 1 4.5 19.9 1 9.1 22.9 4.3 42.4 1 4.2 7.0 23.3 Cycle Queue Clearance Time ( g c ), s 4.4 5.6 4.5 19.9 9.1 22.9 4.3 42.4 4.2 7.0 1 23.3 Green Ratio ( g/C) 0.10 0.07 0.07 0.22 0.17 0.17 0.60 0.56 0.56 0.62 0.58 Capacity ( c), veh/h 189 243 108 331 608 271 502 1047 887 367 1069 Volume -to -Capacity Ratio ( X) 0.284 0.534 0.428 0.738 0.376 0.860 0.224 0.672 0.100 0.497 0.443 Back of Queue ( Q ), ft/In ( 95 th percentile) 92.2 119.4 86.3 367.7 187.7 375.6 78.3 665.6 71.2 126.5 389.1 Back of Queue ( Q ), veh/In ( 95 th percentile) 3.6 4.7 3.4 14.5 7.4 14.8 3.1 26.2 2.8 5.0 15.3 Queue Storage Ratio ( RQ) ( 95 th percentile) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( of i ), s/veh 66.1 72.1 71.5 56.9 58.8 64.5 15.5 24.9 16.4 20.5 19.2 Incremental Delay ( d 2 ), s/veh 0.3 1.8 2.7 6.7 0.4 7.9 0.1 3.4 0.2 0.4 Initial Queue Delay ( d 3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( of), s/veh 66.4 73.9 74.2 63.6 59.2 72.4 15.5 28.3 16.7 20.9 E25 Level of Service (LOS) E E E E E E B C B C Approach Delay, s/veh / LOS 72.2 E 65.1 E 25.6 C 20.6C Intersection Delay, s/veh / LOS 39.7 D Itimodal Results EB WB NB SB adestrian LOS Score / LOS 2.16 B 1.96 B 2.42 B 2.42 B Bicycle LOS Score / LOS 0.68 A 1.07 A 1.98 B 1.57 B Copyright © 2018 University of Florida, All Rights Reserved. HCST"' Streets Version 7.6 Generated: 10/26/2018 8:25:54 AM HCS7 Signalized Intersection Results Summary General Information -iency TPD, Inc. ,alyst MJA Jurisdiction City of Ocoee Analysis Date Time Period Intersection Information Duration, h 0.25 Oct 22, 2018 Area Type Other PM Peak Hour PHF 0.96 J Urban Street West Rd Analysis Year Intersection ISR 429 SB Ramps File Name Project Description (2) PM Peak Hour - Projected 2021 Analysis Period 1> 16:45 Y ti 2- 5095 - West Rd & SR 429 SB Ramps - Project... 1 )1 r. Y pi r Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v), veh/h 651 143 404 711 75 84 Signal Information Cycle, S 80.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Green Yellow r 1 2 0 4 110.3 44.2 6.3 0.0 0.0 0.0 14.8 14.8 3.7 0.0 0.0 0.0 Force Mode Fixed Simult. Gap N/S On Red 12.0 12.0 2.0 0.0 0.0 0.0 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 6 5 2 8 Case Number 8.3 1.0 4.0 9.0 Phase Duration, s 51.0 17.1 68.0 12.0 Change Period, ( Y+R c), s 6.8 6.8 6.8 5.7 Max Allow Headway (MAH), s 0.0 4.0 0.0 4.3 Queue Clearance Time ( g s), s 9.4 6.3 Green Extension Time ( g e ), s 0.0 0.9 0.0 0.1 ase Call Probability 1.00 0.97 Max Out Probability 0.28 ME "1.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 6 16 5 2 3 18 Adjusted Flow Rate ( v), veh/h 427 400 421 741 78 88 Adjusted Saturation Flow Rate ( s ), veh/h/In 1870 1753 1767 1795 1781 1598 Queue Service Time (g s ), s 12.2 1 10.6 7.4 1 4.9 3.4 4.3 Cycle Queue Clearance Time ( g c), s 12.2 10.6 7.4 4.9 3.4 4.3 Green Ratio ( g/C) 0.55 0.55 0.71 0.77 0.08 0.08 Capacity ( c), veh/h 1033 968 579 2748 139 125 Volume-to-Capacity Ratio (X) 0.413 0.414 0.727 0.270 0.561 0.701 Back of Queue ( Q ), ft/In ( 95 th percentile) 178 165.5L93.2 71.1 83.9 Back of Queue ( Q ), veh/In ( 95 th percentile) 7.0 6.6 2.8 3.3 Queue Storage Ratio ( RQ) ( 95 th percentile) 0.00 0.000 0.00 0.00 Uniform Delay ( d 1 ), s/veh 10.4 10.48 35.5 36.0 Incremental Delay ( d 2 ), s/veh 1.2 1.3 3.5 6.9 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0Control Delay ( d), s/veh 11.6 11.70 39.1 42.9Level of Service (LOS) B B D DApproach Delay, s/veh / LOS 11.7 B A 0.0 41.1 D Intersection Delay, s/veh / LOS 10.8 B Itimodal Results EB WB NB SB . destrian LOS Score / LOS 1.3 1.60 B 2.31 B 2.14 I B Bicycle LOS Score / LOS 1.17 1 A 1.45 A F Copyright 0 2018 University of Florida, All Rights Reserved. HCSTM Streets Version 7.6 Generated: 10/24/2018 6:57:57 PM Demand Information WB NB SB Approach Movement R L T R L T R L T R Demand ( v), veh/h 4529 875 91 227 532 Signal Information Cycle, s 80.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap EMOn Force Mode Fixed Simult. Gap N/S On Green Yellow Red 13.627.4 5.0 2.0 5.0 2.0 29.3 0.0 3.7 0.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5 2 e 3 �J' ` 4 7 8 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 1 6 2 4 Case Number 1.0 4.0 7.3 9.0 Phase Duration, s 10.6 45.0 34.4 35.0 Change Period, ( Y+R c ), s 7.0 7.0 7.0 5.7 Max Allow Headway ( MAH), s 3.0 0.0 0.0 3.3 Queue Clearance Time ( g s), s 3.5 30.0 Green Extension Time ( g e), s 0.0 0.0 0.0 0.0 ise Call Probability 0.72 1.00 1 Max Out Probability 0.09 1.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 1 6 2 12 7 14 Adjusted Flow Rate ( v), veh/h 57 557 921 96 239 560 Adjusted Saturation Flow Rate ( s ), veh/h/In 1810 1781 1795 1572 1795 1572 Queue Service Time ( g s ), s 1.5 7.8 18.2 3.4 7.8 28.0 Cycle Queue Clearance Time ( g c), s 1.5 7.8 18.2 3.4 7.8 28.0 Green Ratio ( g/C) 0.41 0.48 0.34 0.34 0.37 0.37 Capacity ( c), veh/h 242 1692 1230 539 658 576 Volume -to -Capacity Ratio (X) 0.234 0.329 0.749 0.178 0.363 0.972 Back of Queue ( Q ), fl/In ( 95 th percentile) 25.6 127.6 304.2 56.7 138 527.6 Back of Queue ( Q ), veh/In ( 95 th percentile) 1.0 5.0 12.1 2.2 5.5 20.6 Queue Storage Ratio ( RQ) ( 95 th percentile) 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d i ), s/veh 17.1 13.1 23.2 18.4 18.5 25.0 Incremental Delay ( d 2 ), s/veh 0.2 0.5 4.2 0.7 0.1 30.3 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 1 0.0 0.0 1 0.0 Control Delay ( d), s/veh 17.2 13.6 27.5 19.1 18.7 55.3 Level of Service (LOS) B B C B 1 B I I E Approach Delay, s/veh / LOS 13.9 B 26.7 C 44.3 D 0.0 Intersection Delay, s/veh /,LOS 29.3 C ltimodal Results EB WB NB SB -destrian LOS Score / LOS 1.67 B1.39 A 2.31 B 2.31 B Bicycle LOS Score / LOS 0.99 Al 1.33 A F Copyright© 2018 University of Florida, All Rights Reserved. HCSM Streets Version 7.6 Generated: 10/26/2018 8:29:04 AM HCS7 Signalized Intersection Results General Information Intersection Information - -- -- _ .AencV TPr1 Inr ` n,,..,�:., w 'n �c 1. Analyst MJA Analysis Date_ Oct 22, 2018 Area Type Other Jurisdiction City of Ocoee Time Period AM Peak Hour PHF f0.99 - _ Urban Street Clarcona-Ocoee Rd Analysis Year 2021 Analysis Period 1> 7:00 Intersection Lakewood Ave File Name 4.1- 5095 - Clarcona Ocoee Rd & Lakewood Ave... Project Description (4) AM Peak Hour - Projected Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v), veh/h 49 1134 220 390 1091 126 34 189 40 50 27 Signal Information Cycle, s 160.0 Reference Phase 2 "� r" I_� Vr- Offset, s 0 Reference Point End 11.1 82.3 - -- 24.2 6.4 -- ------ 0.0 - Green 4,4 Uncoordinated No Simult. Gap ENV On Yellow 4.0 0.0 0.0 5 5 L' 4.8 4.8 4.0 4.0 Force Mode Fixed Simult. Gap N/S On Red 2.0 12.0 12.0 2.0 2.0 Timer Results EBL I EBT WBL WBT NBL NBT SBL SBT Assigned Phase 1 6 5 2 ._ _.8_ _. Case Number 1.1 3.0 1.1 4.0 10.0 9.0 Phase Duration, s 10.4 89.1 28.4 107.0 30.2 12.4 Change Period, ( Y+R o ), s 6.0 6.8 6.8 6.8 6.0 6.0 Max Allow Headway( MAH), s 3.0 0.0 4.0 0.0 3 2 3.1 Queue Clearance Time (g s), s 4.1 20.0 23.5 6.2 Green Extension Time ( g e ), s 0.1 0.0 1.5 0.0 0.7 0.2 lase Call Probability 0.89 1.00 1 1.00 0.99 `Max Out Probability 0.00 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T' R Assigned Movement 1 6 16 5 2 7 4 14 3 8 18 Adjusted Flow Rate ( v), veh/h 49 1145 222 394 1102 127 225 40 51 27 Adjusted Saturation Flow Rate ( s ), veh/h/In 1810 1752 1610 1810 1766 1739 1649 1781 1900 1598 Queue Service Time ( g s ), s 2.1 37.8 12.5 18.0 27.1 10.7 21.5 3.6 4.2 2.7 Cycle Queue Clearance Time (g c), s 2.1 37.8 12.5 18.0 27.1 10.7 21.5 3.6 4.2 2.7 Green Ratio (g/C) 0.54 0.51 0.51 10.922 0.66 0.63 0.15 0.15 0.04 0.04 0.04 Capacity ( c), veh/h 326 1799 827 427 2213 263 249 71 76 63 Volume -to -Capacity Ratio (X) 0,152 0.637 0.269 0.498 0.484 0.904 0.571 0.669 0.430 Back of Queue ( Q ), ft/In ( 95 th percentile) 38.8 575.9 211.1 342.9 411.3 218 359.9 77.2 95.9 51.1 Back of Queue ( Q ), veh/In ( 95 th percentile) 1.6 22.3 8.4 13.7 16.1 8.4 14.4 3.0 ' 3.8 2.0 Queue Storage Ratio (RQ) (95 th per , 0.00 0.00 0.00 0.00 0,00 0.00 0.00 D 00 !' 0.00 0.00 Uniform Delay ( d , ), s/veh 17.7 28.1 22.0 30.9 16.2 62.2 66.8 75.5 75.8 75.0 Incremental Delay ( d2), s/veh 0.1 1.7 0.8 8.7 0.8 0.5 4.9 2.7 3.8- 1.7 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d), s/veh 17.8 29.9 22.8 3.945 17.0 62.7 71.7 78.2 79.5 76.7 Level of Service (LOS) B I C C_ D B E E E E E Approach Delay, s/veh / LOS 28.3 C 23_.0 C 68.4 E 78.4 E Intersection Delay, s/veh / LOS 31.9 C Multimodal Results EB WB NB I SB j destrian LOS Score / LOS -� 1.92 L _.,cycle LOS Score / LOS 1.66 B 2.09 B 2.33 B 2.49 B 1.72 B 1.07 A 0.68 HCS Street; Ve,sii,n 7 6 Gener Ifl rd 11/92018 1056 43 AM HCS7 Signalized Intersection Results Summary General Information -iency TPD, Inc. alyst MJA Jurisdiction City of Ocoee Intersection Information'{'�'+'i'S Duration, h 0.25 Analysis Date Oct 22, 2018 Area Type Other Time Period PM Peak Hour PHF 0.99 J t $ Urban Street Clarcona-Ocoee Rd Analysis Year 2018 Analysis Period 1> 17:00 Intersection Lakewood Ave File Name 4.2- 5095 - Clarcona Ocoee Rd & Lakewood Ave... Project Description (4) PM Peak Hour- Projected tii-r;Y• ir. Demand Information EB WB NB SB Approach Movement L T I R L I T I R L T R L T R Demand ( v), veh/h 87 900 142 504 795 191 55 295 30 35 15 Signal Information Cycle, s 160.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Green Yellow Red 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I 0.0 0.0 0.0 Z s 6 1 4 1 a Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 1 6 5 2 4 8 Case Number 1.1 3.0 1.1 4.0 10.0 9.0 Phase Duration, s 12.6 70.2 39.1 96.7 39.8 10.9 Change Period, ( Y+R c ), s 6.0 6.8 6.8 6.8 6.0 6.0 Max Allow Headway ( MAH ), s 0.0 0.0 0.0 0.0 0.0 0.0 Queue Clearance Time ( g s), s 0.0 0.0 0.0 0.0 0.0 0.0 Green Extension Time ( g e), s 0.0 0.0 0.0 0.0 0.0 0.0 ise Call Probability 0.00 0.00 0.00 0.00 0.00 0.00 Max Out Probability 0.00 0.00 0.00 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 1 6 16 5 2 7 4 14 3 8 18 Adjusted Flow Rate ( v), veh/h 0 0 0 0 0 0 0 0 0 0 Adjusted Saturation Flow Rate ( s ), veh/h/In 0 0 0 0 0 0 0 0 0 0 Queue Service Time (g s ), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Queue Clearance Time ( g c ), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Green Ratio ( g/C) 0.44 0.40 0.40 0.62 0.56 0.21 0.21 0.03 0.03 0.03 Capacity ( c), veh/h 389 1427 645 529 2019 379 349 55 59 49 Volume -to -Capacity Ratio (X) 0.226 0.637 0.222 0.963 0.398 0.509 0.926 0.551 0.602 0.307 Back of Queue ( Q ), ft/In ( 95 th percentile) 90.2 527.3 169.8 496.8 331.3 284.1 481.5 58.5 67.5 28.5 Back of Queue ( Q ), veh/In ( 95 th percentile) 3.5 20.8 6.8 19.7 13.1 11.3 19.3 2.3 2.7 1.1 Queue Storage Ratio ( RQ) ( 95 th percentile) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 26.2 38.6 31.5 32.6 19.7 55.8 61.9 76.4 76.6 75.9 Incremental Delay ( d 2 ), s/veh 0.1 2.2 0.8 11.3 0.6 0.4 4.6 3.2 3.7 1.3 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d), s/veh 26.4 40.8 32.3 43.9 20.3 56.2 66.5 79.6 80.2 77.1 Level of Service (LOS) C D C D C E E E F E Approach Delay, s/veh / LOS 38.6 D 29.5 C 62.6 E 79.4 E Intersection Delay, s/veh / LOS 39.8 D Itimodal Results EB WB NB SB -destrian LOS Score / LOS 1.98 B 2.10 B 2.33 B 2.49 B Bicycle LOS Score / LOS 1.43 A 1.57 B 1.34 A 0.62 A Copyright © 2018 University of Florida, All Rights Reserved. HCSTM Streets Version 7.6 Generated: 11/9/2018 2:59:03 PM Copyright © 2018 University of Florida, All Rights Reserved. HCST"' Streets Version 7.6 Generated: 10/24/2018 7:14:29 PM HCS7 Signalized Intersection Results Summary General Information Intersection Information •' {' iency TPD, Inc. Duration, h 0.25 alyst MJA Analysis Date Oct 22, 2018 Area Type Other b Jurisdiction City of Ocoee Time Period PM Peak Hour PHF 0.93 Urban Street Clarcona-Ocoee Rd Analysis Year 2021 Analysis Period 1> 17:00 Y l Intersection Adair St File Name _ 5- 5095 - Clarcona Ocoee Rd & Adair St - Project... Prnior4 flocnrintinn /C,\ DAA Dr�.oL 4.Init D�..f.�..M.� a .a: Copyright © 2018 University of Florida, All Rights Reserved. HCST"' Streets Version 7.6 Generated: 10/24/2018 7:14:29 PM Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v), veh/h 23 9 61 21 6 59 954 14 164 7 48 8 3 15 Signal Information Cycle, s 80.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated No Simult. Gap ENV On a F 53. Green 2 Yellow 4.8 - 14.0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 s 6 1 ,C�l a 0.0 0.0 Force Mode Fixed Simult. Gap N/S On Red 2.0 2.0 0.0 0.0 0.0 0.0 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 6 2 4 8 Case Number 6.0 6.0 8.0 8.0 Phase Duration, s 60.0 60.0 20.0 20.0 Change Period, ( Y+R c), s 6.8 6.8 6.0 6.0 Max Allow Headway ( MAH), s 0.0 0.0 3.1 3.1 Queue Clearance Time ( g s), s 14.8 3.1 Green Extension Time ( g e), s 0.0 0.0 0.0 0.4 ase Call Probability 1.00 1.00 Max Out Probability 1.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 1 6 16 5 2 12 7 4 14 3 8 18 Adjusted Flow Rate ( v), veh/h 25 652 614 63 522 519 235 28 Adjusted Saturation Flow Rate ( s), veh/h/In 551 1870 1751 445 1885 1875 1447 1691 Queue Service Time ( g s ), s 1.7 14.3 1 14.5 6.9 10.3 10.3 11.7 1 0.0 Cycle Queue Clearance Time ( g c ), s 12.0 14.3 14.5 21.3 10.3 10.3 12.8 1.1 Green Ratio ( g/C) 0.66 0.66 0.66 0.66 0.66 0.66 0.18 0.18 Capacity ( c), veh/h 386 1244 1164 305 1254 1247 332 355 Volume -to -Capacity Ratio (X) 0.064 0.524 0.527 0.208 0.416 0.416 0.710 0.079 Back of Queue ( Q ), ft/In ( 95 th percentile) 9.4 201.2 190.9 32.1 143.7 145.3 213.7 19.6 Back of Queue ( Q ), veh/In ( 95 th percentile) 0.4 7.9 7.6 1.3 5.7 5.7 8.4 0.8 Queue Storage Ratio ( RQ) ( 95 th percentile) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 I 0.00 Uniform Delay ( d 1 ), s/veh 9.0 6.9 6.9 12.4 6.2 6.2 32.5 27.7 Incremental Delay ( d 2 ), s/veh 0.3 1.6 1.7 1.5 1.0 1.0 5.9 0.0 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d), s/veh 9.3 8.5 8.6 13.9 7.2 7.2 38.4 1 27.7 Level of Service (LOS) A A A B A A D I I C Approach Delay, s/veh / LOS 8.6 A 7.6 A 38.4 D 1 27.7 C Intersection Delay, s/veh / LOS 11.0 B Itimodal Results EB WB NB I SB -destrian LOS Score / LOS 1.63 B 1 1.63 B 2.29 B 2.29 B Bicycle LOS Score / LOS 1.55 B 1.40 A 0.88 A 0.53 A Copyright © 2018 University of Florida, All Rights Reserved. HCST"' Streets Version 7.6 Generated: 10/24/2018 7:14:29 PM General Information 'll -Way Stop Control Report Site Information �alyst MJA Intersection (8) Lakewd Ave & Wurst Rd ,gency/Co. TPD, Inc. Jurisdiction City of Ocoee Date Performed 10/23/2018 East/West Street Wurst Rd Analysis Year 2021 North/South Street Lakewood Ave Analysis Time Period (hrs) 0.25 Peak Hour Factor 0.96 Time Analyzed PM Peak Hour - Projected Project Description 5095 - Ocoee Village Center Lanes W, L 4 r II+Y1 t.r Vehicle Volume and Adjustments Approach Eastbound Westbound Northbound Southbound Movement L T R L T R L T R L T R lume 8 3 7 115 3 109 7 192 205 88 176 17 % Thrus in Shared Lane Lane 1_1 L2 L3 1_1 1_2 1_3 L1 L2 1_3 L1 L2 1_3 Configuration LTR LTR LTR LTR Flow Rate, v (veh/h) 19 236 421 293 Percent Heavy Vehicles 0 1 0 2 Departure Headway and Service Time Initial Departure Headway, hd (s) 3.20 3.20 3.20 3.20 Initial Degree of Utilization, x 0.017 0.210 0.374 0.260 Final Departure Headway, hd (s) 6.05 5.53 4.78 5.28 Final Degree of Utilization, x 0.031 0.363 0.559 0.429 Move -Up Time, m (s) 2.0 2.0 2.0 2.0 Service Time, is (s) 4.05 3.53 2.78 3.28 Capacity, Delay and Level of Service Flow Rate, v (veh/h) 19 236 421 293 Capacity 595 651 753 682 95% Queue Length, Q95 (veh) 0.1 1.7 3.5 2.2 Control Delay (s/veh) 9.2 11.6 13.7 12.2 Level of Service, LOS A B B B proach Delay (s/veh) 9.2 11.6 13.7 12.2 Approach LOS A B B B Intersection Delay, s/veh I LOS 12.6 B Copyright Q 2018 University of Florida. All Rights Reserved. HCS- AWSC Version 7.6 Generated: 10/24/2018 7:23:54 PM 8- 5095 - Lakewood Ave & Wurst Rd - Projected PM.xaw General Information Westbound R T U L T 3 4U 4 5 0 0 0 2 T 1238 Site Information Percent Heavy Vehicles (%) I-lyst MJA Intersection al.l ,yency/Co. TPD, Inc. Jurisdiction City of Ocoee Date Performed 10/26/2018 East/West Street Clarcona-Ocoee Rd Analysis Year 2021 North/South Street Access 1 Time Analyzed AM Peak Hour - Projected Peak Hour Factor 0.92 Intersection Orientation East-West Analysis Time Period (hrs) 0.25 Project Description 5095 - Ocoee Village Center Base Follow -Up Headway (sec) Follow -Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) Capacity, c (veh/h) _ _t:J _ Lanes v/c Ratio Major Street' East -west Vehicle Volumes and Adjustments Approach Eastbound Movement U L T 'ity 1U 1 2 ,ber of Lanes 0 0 0 Configuration Volume (veh/h) Westbound R T U L T 3 4U 4 5 0 0 0 2 T 1238 R U 6 1 R 38 Percent Heavy Vehicles (%) Proportion Time Blocked Percent Grade (%) Right Turn Channelized No Median Type I Storage Left + Thru Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow -Up Headway (sec) Follow -Up Headway (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) Capacity, c (veh/h) _ _t:J _ v/c Ratio 95% Queue Length, Qss (veh) Control Delay (s/veh) Level of Service (LOS) oath Delay (s/veh) 'p,,, oath LOS Copyright ® 2018 University of Florida. All Rights Reserved. HCS- TWSC Version 7.6 a.L1- Access 1 & Clarcona Ocoee Rd - AM Projected.xtw 6.9 6.96 3.3 3.33 9 395 0.02 0.1 14.3 8 14.3 I B Generated: 10/26/2018 8:49:52 AM Copyright ® 2018 University of Florida. All Rights Reserved. HCS- TWSC Version 7.6 Generated: 10/26/2018 8:51:49 AM a.1.2 - Access 1 & Clarcona Ocoee Rd - PM Projected.xtw HCS7 Two -Way Stop -Control Report General Information Site Information Ist M1A Intersection a1.2 .,yency/Co, TPD, Inc. Jurisdiction City of Ocoee Date Performed 10/26/2018 East/West Street Clarcona-Ocoee Rd Analysis Year 2021 North/South Street Access 1 Time Analyzed PM Peak Hour - Projected Peak Hour Factor0.92 Intersection Orientation East-West Analysis Time Period (hrs) 0.25 Project Description 5095 - Ocoee Village Center Lanes _ I&1&46 ! 4kAk1I Major Street East-West Vehicle Volumes and Adjustments Approach _ Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R ity 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 .oer of Lanes 0 0 0 0 0 0 2 1 0 0 0 0 0 1 Configuration �^ TT T R R Volume (veh/h) 1002 39 13 Percent Heavy Vehicles (%) 3 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized No No Median Type I Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec) 6.9 Critical Headway (sec) Y 6.96 Base Follow -Up Headway (sec) 3.3 Follow -Up Headway (sec) 3.33 Delay, Queue Length, and' level of Service Flow Rate, v (veh/h) 14 Capacity, c (veh/h) 480 v/c Ratio 0.03 95% Queue Length, Q's (veh) 0.1 Control Delay (s/veh) 12.7 Level of Service (LOS) B oach Delay (s/veh) 12.7 Approach LOS B Copyright ® 2018 University of Florida. All Rights Reserved. HCS- TWSC Version 7.6 Generated: 10/26/2018 8:51:49 AM a.1.2 - Access 1 & Clarcona Ocoee Rd - PM Projected.xtw HCS7 Two -Way Stop -Control Report General Information Site Information st MJA Intersection a.2.1 Agency/Co. TPD, Inc. Jurisdiction City of Ocoee Date Performed 10/26/2018 East/West Street Clarcona-Ocoee Rd Analysis Year 2021 North/South Street Access 2 Time Analyzed �~ AM Peak Hour - Projected Peak Hour Factor 0.92 Intersection Orientation East-West Analysis Time Period (hrs) 0.25 Project Description 5095 - Ocoee Village Center Lanes � t —4 r IItyt 11r Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement ` �- U L T R U L T R U L T R U L T R ity —_ 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 _ roer of Lanes 0 0 2 0 0 0 0 0 0 0 1 0 0 0 Configuration T TR R Volume (veh/h) 1382 17 17 Percent Heavy Vehicles (%) - 3 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized _ No - Median Type I Storage Left + Thru 1 _ Critical and Follow-up Headways Base Critical Headway (sec) 6.9 Critical Headway (sec) 6.96 Base Follow -Up Headway (sec) 3,3 Follow -Up Headway (sec) 3.33 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 18 Capacity, c (veh/h)-_ -� 346 v/c Ratio 0.05 95% Queue Length, Q9s (veh) 0.2 Control Delay (s/veh) 16.0 Level of Service (LOS) C oath Delay (s/veh) 16.0 Approach LOS C Copyright 0 2018 University of Florida. All Rights Reserved. HCS- TWSC Version 7.6 Generated: 11/7/2018 10:27:00 PM a.2.1- Access 2 & Clarcona Ocoee Rd - AM Projected.xtw General Information ! Site Information yst M1A Intersection a.2.2 Agency/Co. TPD, Inc. Jurisdiction City of Ocoee Date Performed 10/26/2018 East/West Street Clarcona-Ocoee Rd Analysis Year 2021 North/South Street Access 2 Time Analyzed PM Peak Hour Projected Peak Hour Factor 0.92 Intersection Orientation East-West Analysis Time Period�_(Ch,,T)J 0.25 Project Description 5095 - Ocoee Village Center Lanes J4 1 4-1.4 -rt r- � c 1*TIlYt Y r rt ,o Sv ea: ru; W=;t Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R •ity 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 .. ber of Lanes 0 0 2 0 0 0 0 0 0 0 1 0 - 0 0 Configuration T TR R Volume (veh/h) 1061 X37 70 Percent Heavy Vehicles (%) 3 Proportion Time Blocked y Percent Grade (%) 0 Right Turn Channelized No Median Type I Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec) 6.9 Critical Headway (sec) 6.96 Base Follow -Up Headway (sec) 3.3 Follow -Up Headway (sec) 3.33 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 76 Capacity, c (veh/h) 444 v/c Ratio 0.17 95% Queue Length, Q93 (veh) 0.6 Control Delay (s/veh) 14.8 Level of Service (LOS) B oath Delay (s/veh) 14.8 Approach LOS B i Copyright ® 2018 University of Florida. All Rights Reserved. HCS' TWSC Version 7.6 Generated: 10/26/201.8 8:5501 AM a.2.2 - Access 2 & Clarcona Ocoee Rd - PM Projected.xtw Lupyrignt V 2U18 University of Florida. All Rights Reserved. HCS- TWSC Version 7.6 Generated: 11/9/2018 12:10:53 PM a.3.1- Access 3 & Clarcona Ocoee Rd - AM Projected.xtw HCS7 5eneral Information Two -Way Stop -Control Report Site Information Analyst MJA Intersection a.3.1 Agency/Co. TPD, Inc. Jurisdiction City of Ocoee Date Performed 10/26/2018 East/West Street Clarcona-Ocoee Rd Analysis Year 2021 North/South Street Access 3 Time Analyzed AM Peak Hour - Projected Peak Hour Factor 0.92 Intersection Orientation East-West Analysis Time Period (hrs) 0.25 Project Description 5095 - Ocoee Village Center Lanes � .d, L. t A- c ' ityt Fr Major Street East- West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R °riority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 4umber of Lanes 0 0 2 0 0 0 0 0 a. 0 1 0 0 0 Configuration T TR R Volume (veh/h) 1350 11 7 Percent Heavy Vehicles (%) 3 Proportion Time Blocked Percent Grade (%) p Right Tum Channelized No Median Type I Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec) 6.9 Critical Headway (sec) 6.96 Base Follow -Up Headway (sec) 3.3 Follow -Up Headway (sec) 3.33 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 8 Capacity, c (veh/h) 357 v/c Ratio 0.02 95% Queue Length, Q9s (veh) 0.1 Control Delay (s/veh) 15.3 Level of Service (LOS) C Approach Delay (s/veh) 15.3 :)proach LOS C Lupyrignt V 2U18 University of Florida. All Rights Reserved. HCS- TWSC Version 7.6 Generated: 11/9/2018 12:10:53 PM a.3.1- Access 3 & Clarcona Ocoee Rd - AM Projected.xtw General Information Two -Way •• • Report Site Information Analyst MJA Intersection a.3.2 Agency/Co. TPD, Inc. Jurisdiction City of Ocoee Date Performed 10/26/2018 East/West Street Clarcona-Ocoee Rd Analysis Year 2021 North/South Street Access 3 Time Analyzed PM Peak Hour - Projected Peak Hour Factor 0.92 Intersection Orientation East-West Analysis Time Period (hrs) 0.25 Project Description 5095 - Ocoee Village Center Lanes 4 tYt 11f Major Street East West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Dumber of Lanes 0 0 2 0 0 0 0 0 0 0 1 0 0 0 Configuration T TR R Volume (veh/h) 1223 1 29 128 Percent Heavy Vehicles (%) 3 Proportion Time Blocked Percent Grade (%) 0 Right Tum Channelized No Median Type I Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec) 6.9 Critical Headway (sec) 6.96 Base Follow -Up Headway (sec) 3.3 Follow -Up Headway (sec) 3.33 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 30 Capacity, c (veh/h) _ 391 v/c Ratio 0.08 95% Queue Length, Q,s (veh) 0.3 Control Delay (s/veh) 15.0 Level of Service (LOS) B Approach Delay (s/veh) 15.0 pproach LOS B L�pyright m 2018 University of Florida. All Rights Reserved. HCS'" IWSC Version 7.6 Generated: 11/9/2018 12:14:08 PM a.3.2 - Access 3 & Clarcona Ocoee Rd - PM Prcjected.xtw 'general Information Two-Way • • • Report Site Information Analyst MJA _ Intersection 4 A Northbound Agency/Co. TPD, Inc. Jurisdiction City of Ocoee Date Performed 10/26/2018 East/West Street Ciarcona-Ocoee Rd Analysis Year 2021 North/South Street Access 4 Time Analyzed AM Peak Hour - Projected Peak Hour Factor 0.92 Intersection Orientation East-West Analysis Time Period (hrs) 0.25 Project Description 5095 - Ocoee Village Center Lanes J x 'iIttyt 11r Major Street. East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R 'riority lU 1 2 3 4U 4 5 6 7 8 9 10 11 12 ,umber of Lanes 0 0 2 0 0 0 0 0 0 0 1 0 0 0 Configuration T TR R Volume (veh/h) 1348 1 7 15 Percent Heavy Vehicles (%) 3 Proportion Time Blocked Percent Grade (%) 0 Right Tum Channelized No Median Type I Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec) 6,9 Critical Headway (sec) 6.96 Base Follow-Up Headway (sec) 3.3 Follow-Up Headway (sec) 3.33 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 5 Capacity, c (veh/h) 359 v/c Ratio 0.02 95% Queue Length, Qes (veh) 0.0 Control Delay (s/veh) 15.2 Level of Service (LOS) C E± Approach Delay (s/veh) 15.2 )proach LOS C Copyright 0 2018 University of Florida. All Rights Reserved. HCS" TWSC Version 7.6 Generated: 11/9/20113 1:55:21 PM a.4.1 North - Access 4 & Clarcona Ocoee Rd - AM Projected.xtw ,eneral Information Two -Way • • •Report Site Information analyst MJA Intersection 4 A Northbound Agency/Co. TPD, Inc. Jurisdiction City of Ocoee Date Performed 10/26/2018 East/West Street Clarcona-Ocoee Rd Analysis Year 2021 North/South Street Access 4 Time Analyzed PM Peak Hour - Projected Peak Hour Factor 0.92 Intersection Orientation East-West Analysis Time Period (hrs) 0.25 Project Description 5095 - Ocoee Village Center Lanes -R' 1 1 J d ,A.+ J� y L t 'i Ittyt 1k,r Major Sheet: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R °riority lU 1 2 3 4U 4 5 6 7 8 9 10 11 12 ,umber of Lanes 0 0 2 0 0 0 0 0 0 0 1 0 0 0 Configuration T TR R Volume (veh/h) 1239 10 118 Percent Heavy Vehicles (%) 3 Proportion Time Blocked Percent Grade (%) 0 Right Tum Channelized No Median Type I Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec) 6.9 Critical Headway (sec) 6.96 Base Follow -Up Headway (sec) 3.3 Follow -Up Headway (sec) 3.33 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 20 Capacity, c (veh/h) 392 v/c Ratio 0.05 95% Queue Length, Qqs (veh) 0,2 Control Delay (s/veh) 1 14.7 Level of Service (LOS) g Approach Delay (s/veh) 14.7 ,proach LOS B Copyright m 2018 University of Florida. All Rights Reserved. HCS'" TWSC Version 7.6 Generated: 11/9/2018 1:57:50 PM a.4.2 North - Access 4 & Clarcona Ocoee Rd - PM Projected.xtw ,eneral Information Two -Way • Report Site Information Analyst MJA Intersection 4 B Southbound Agency/Co. TPD, Inc Jurisdiction City of Ocoee Date Performed 10/26/2018 East/West Street Clarcona-Ocoee Rd Analysis Year 2021 North/South Street Access 4 Time Analyzed AM Peak Hour - Projected Peak Hour Factor T 0.92 Intersection Orientation East-West Analysis Time Period (hrs) 0.25 Project Description 5095 - Ocoee Village Center Lanes 1 y t � ii— G II+Yt11r Major Street East West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R 'riority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 :umber of Lanes 0 0 0 0 0 0 2 0 0 0 0 0 0 1 Configuration T TR R Volume (veh/h) 1439 30 47 Percent Heavy Vehicles (%) 3 Proportion Time Blocked Percent Grade (%) 0 Right Tum Channelized No Median Type I Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec) 6.9 Critical Headway (sec) 6.96 Base Follow -Up Headway (sec) 3.3 Follow -Up Headway (sec) 3.33 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 51 Capacity, c (veh/h) 327 v/c Ratio 0.16 95% Queue Length, Qqs (veh) 0.5 Control Delay (s/veh) 18.1 Level of Service (LOS) C Approach Delay (s/veh) 18.1 )proach LOS C Copyright ® 2018 University of Florida. All Rights Reserved. HCS- TWSC Version 7.6 Generated: 11/9/2018 1:56:37 PM a.4.1 South - Access 4 & Clarcona Ocoee Rd - AM Projected.xtw HCS7 ^eneral Information Two -Way Stop -Control Report Site Information .analyst M1A Intersection 4 B Southbound Agency/Co. TPD, Inc. Jurisdiction City of Ocoee Date Performed 10/26/2018 East/West Street Clarcona-Ocoee Rd Analysis Year 2021 North/South Street Access 4 Time Analyzed PM Peak Hour - Projected Peak Hour Factor 0.92 Intersection Orientation East-West Analysis Time Period (hrs) 0.25 Project Description 5095 - Ocoee Village Center Lanes 1 H � L � t Cr 1 1+ y t' P r Major We L East West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R 'riority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 .umber of Lanes 0 0 0 0 0 0 2 0 0 0 0 0 0 1 Configuration T TR R Volume (veh/h) 1 1 1264 24 1 1 65 Percent Heavy Vehicles (%) _++ 3 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized No Median Type I Storage Leh + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec) 6,9 Critical Headway (sec) 6.96 Base Follow -Up Headway (sec) 3.3 Follow -Up Headway (sec) 3.33 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 71 Capacity, c (veh/h) 379 v/c Ratio 0.19 95% Queue Length, Qvs (veh) 0,7 Control Delay (s/veh) 16.6 Level of Service (LOS) C Approach Delay (s/veh) 16.6 )proach LOS C Copyright ® 2018 University of Florida. All Rights Reserved. HCS- TWSC Version 7.6 Generated: 11/9/2018 1:59:03 PM a.4.2 South - Access 4 & Clarcona Ocoee Rd - PM Projected.xtw Copyright 0 2018 University of Florida. All Rights Reserved, HCS" TWSC Version 7.6 Generated: 11/2/2018 12:06:46 PM a.5.1- Access 5 & Lakewood Ave - AM Prcjected.xtw General Information Site Information `lyst MJA Intersection a.5.1 .yancy/Co, TPD, Inc. Jurisdiction City of Ocoee Date Performed 10/26/2018 East/West Street Access 5 Analysis Year 2021 North/South Street Lakewood Ave Time Analyzed AM Peak Hour - Projected Intersection Orientation North-South Peak Hour Factor Analysis Time Period (hrs) 0.92 025 Project Description 5095 - Ocoee Village Center Lanes J-1 1 -1 1.u L A- n���Yt Yr Major street North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R °r -Irity 10 j 11 12 7 8 9 1U 1 2 3 4U 4 5 6 l fiber of Lanes 0 0 0 0 1 0 0 0 1 0 0 0 1 0 Configuration LR TR LT Volume (veh/h) 142 0 50 19 0 148 Percent Heavy Vehicles (%) 3 3 3 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized Median Type I Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec) 7.1 6.2 4.1 Critical Headway (sec) v 6.43 6.23 4.13 Base Follow -Up Headway (sec) 3.5 3.3 2.2 Follow -Up Headway (sec) 3.53 3.33 2.23 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 154 0 Capacity, c (veh/h) 756 1518 v/c Ratio 0.20 0.00 95% Queue Length, Q95 (veh) 0.8 0.0 Control Delay (s/veh) 11.0 7.4 Level of Service (LOS) B A oath Delay (s/veh) 11.0 0.0 ,;,,,,roach LOS B Copyright 0 2018 University of Florida. All Rights Reserved, HCS" TWSC Version 7.6 Generated: 11/2/2018 12:06:46 PM a.5.1- Access 5 & Lakewood Ave - AM Prcjected.xtw Copyright 0 2018 University of Florida. All Rights Reserved. HCS'" TWSC Version 7.6 Generated: 11/7/2018 10:3535 PM a.5.2 - Access 5 & Lakewood Ave - PM Projected.xtw ,.. ,Vi=a, . • - r General Information Site Information -Alyst MJA Intersection n 5.2 .,anty/Co. TPD, Inc. Jurisdiction I City of Ocoee Date Performed 10/26/2018 East/West Street ......... Access s _..__.... Analysis Year 2021 North/South Street Lakewood Ave Time Analyzed PM Peak Hour - Projected Peak Hour Factor 1 0.92 Intersection Orientation North-South Project Description 5095 - Ocoee Village Center Analysis Time Period (hrs) 0.25 Lanes iL iL -1 A -4, 41,1 U L Wr Major Street North South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L ! T R U L T R U L T R U L T R °r'nrity 10 t 11 12 7 8 9 1U 1 2 3 4U 4 5 6 ber of Lanes 0 0 0 0 1 0 0 0 1 0 0 0 1 0 Configuration LR TR LT Volume (veh/h) 26 0 37 33 0 46 Percent Heavy Vehicles (%) 3 3 3 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized Median Type I Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec) 7.1 6.2 4.1 Critical Headway (sec) 6.43 6.23 4.13 Base Follow -Up Headway (sec) 3.5 3.3 2.2 Follow -Up Headway (sec) 3.53 3.33 2.23 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 28 Capacity, c (veh/h) _ 845 v/c Ratio 0.03 95% Queue Length, Q,5 (veh) 0.1 MT� Control Delay (s/veh) 9.4 0.0 Level of Service (LOS) A -oath Delay (s/veh) 9.4 r rroach LOS A_._. - Copyright 0 2018 University of Florida. All Rights Reserved. HCS'" TWSC Version 7.6 Generated: 11/7/2018 10:3535 PM a.5.2 - Access 5 & Lakewood Ave - PM Projected.xtw HCS7 Two General Information Site Information 'yst MJA Intersection a.6.1 .'. ncy/Co, TPD, Inc. _ Jurisdiction City of Ocoee Date Performed 10/26/2018 East/West Street Access 6 Analysis Year 2021 North/South Street Lakewood Ave Time Analyzed AM Peak Hour - Projected Peak Hour Factor 0.92 Intersection Orientation North-South Analysis Time Period (hrs) 0.25 Project Description 5095 - Ocoee Village Center Lanes J It 4 ,d.4- J" 4 It 1 ti 4 •- y A 'i *4 + Y t 11 1" Major Street North-South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L I T R U L T R U L T R p'`-rlty 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 .bar of Lanes 0 0 0 1 0 1 0 0 1 0 0 0 1 0 Configuration L R TR LT Volume (veh/h) 462 0 69 322 0 290 Percent Heavy Vehicles (%) 3 3 3 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized No Median Type I Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec) 7.1 6.2 4.1 Critical Headway (sec) 6.43 6.23 4.13 Base Follow-Up Headway (sec) 3.5 3.3 2.2 Follow-Up Headway (sec) 3.53 3.33 2.23 Delay, Queue Length, and Level of Service ~� Flow Rate, v (veh/h) 502 0 0 Capacity, c (veh/h) �- - - 568 786 1129 v/c Ratio 0.88 0.00 0.00 0.0 95% Queue Length, Qos (veh) 10.2 0.0 Control Delay (s/veh) 41.7 9.6 8.2 A Level of Service (LOS) E A oath Delay (s/veh) 41.7 0.0 A ,Nroach LOS E Copyright ® 2018 University of Florida. All Rights Reserved. HCSTM TWSC Version 7.6 Generated. 11/2/2018 12 07:57 PM a.6.1 - Access 6 & Lakewood Ave - AM Projected.xtw General Information Site Information e Ilyst MJA — — Intersection a.6.2 :nty/Co TPD, Inc.. lunsdiction City of Ocoee Date Performed 10/26/2018 East/West Street Access 6 Analysis Year 2021 North/South Street Lakewood Ave Time Analyzed PM Peak Hour - Projected Peak Hour Factor 0.92 Intersection Orientation North-South Analysis Time Period (hrs) 0.25 Project Description 5095 - Ocoee Village Center Lanes J 4 1 ,A.4- 1. 1. U AII+Yi 11r Major STr"t: North-South Vehicle Volumes and Adjustments Approach i Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 ber of Lanes 0 0 0 1 0 1 0 0 1 0 0 0 1 0 Configuration L R TR LT Volume (veh/h) 511 0 70 436 0 72 Percent Heavy Vehicles (%) 3 3 3 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized No Median Type I Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec) 7.1 6.2 4.1 Critical Headway (sec) 6.43 6.23 4.13 Base Follow -Up Headway (sec) 3.5 3.3 2.2 Follow -Up Headway (sec) 3.53 3.33 2,23 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 555 0 0 Capacity, c (veh/h) 642 725 1015 v/c Ratio 0.87 0.00 0.00 95% Queue Length, Qas (veh) 10.0 0.0 0.0 Control Delay (s/veh) 36.0 10.0 8.5 Level of Service (LOS) E A A -oach Delay (s/veh) 36.0 0.0 oach LOS E_� Copyright ® 2018 University of Florida. All Rights Reserved. HCS- TWSC Version 7.6 Generated: 11/2/2018 12:08:31 PM a.6.2 - Access 6 & Lakewood Ave - PM Prcjected.xtw General Information A -- Jurisdiction Urban Street Intersection Prniar+ n ... rin#inn HCS7 Signalized Intersection Results Summary TPD, Inc. MJA City of Ocoee Ocoee -Apopka Rd Fuller's Cross Rd /R\ DRA D -L- l -J -- Analysis Date Oct 22, 2018 Time Period PM Peak Hour Analysis Year 2021 File Name 6- 5095 - Ocoee Intersection Information_ Duration, h 0.25 Area Type Other PHF 0.99 Analysis Period 1> 17:00 opka Rd & Fuller's Cross Rd - Copyright © 2018 University of Florida, All Rights Reserved. HCS'" Streets Version 7.6 Generated: 10/28/2018 10:57:47 AM Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v), veh/h 360 217 7 86 309 33 8 601 142 16 293 390 Signal Information Cycle, s 143.6 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated Yes Simult. Gap E/W On Green Yellow „, 1 2 J 4 60.0 70.0 0.0 0.0 0.0 0.0 J ,(�l s 6 7 e 4.8 4.8 0.0 0.0 0.0 0.0 Force Mode Fixed Simult. Gap N/S On Red 2.0 2.0 0.0 0.0 0.0 0.0 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 8 4 2 6 Case Number 6.0 8.0 8.0 8.0 Phase Duration, s 76.8 76.8 66.8 66.8 Change Period, ( Y+R c ), s 6.8 6.8 6.8 6.8 Max Allow Headway ( MAH), s 4.3 4.3 4.6 4.6 Queue Clearance Time ( g s), s 72.0 29.7 62.0 62.0 Green Extension Time (g e), s 0.0 4.8 0.0 0.0 ase Call Probability 1.00 1.00 1.00 1.00 max Out Probability 1.00 0.00 1.00 1.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T 1 R L T R Assigned Movement 3 8 18 7 4 14 5 2 12 1 6 16 Adjusted Flow Rate ( v), veh/h364 226 432 759 706 Adjusted Saturation Flow Rate ( s ), veh/h/In 1043 1860 1626 1811 1664 Queue Service Time ( g s), s 42.3 10.2 17.5 0.0 0.0 Cycle Queue Clearance Time ( g c), s 70.0 10.2 27.7 60.0 60.0 Green Ratio ( g/C) 0.49 0.49 0.49 0.42 0.42 Capacity ( c), veh/h 357 907 823 782 721 Volume -to -Capacity Ratio (X) 1.018 0.250 0.526 0.970 0.979 Back of Queue ( Q ), Win ( 95 th percentile) 641.5 198.8 389.9 1013. 9 974.7 Back of Queue ( Q ), veh/In ( 95 th percentile) 25.5 7.8 15.5 40.2 38.7 Queue Storage Ratio ( RQ) ( 95 th percentile) 0.00 0.00 0.00 0.00 0.00 Uniform Delay (d i ), s/veh 53.6 21.5 26.0 41.8 41.8 Incremental Delay ( d2), s/veh 52.1 0.1 0.6 25.0 28.3 Initial Queue Delay ( d3), s/veh 0.0 0.0 0.0 0.0 0.0 Control Delay ( d), s/veh 105.8 21.6 26.6 66.7 70.1 Level of Service (LOS) F C C E LT- E Approach Delay, s/veh / LOS 73.5 E 26.6 C 77F6-7 70.1 E Intersection Delay, s/veh / LOS 62.3 E Itimodal Results E4B WB NB SB Pedestrian LOS Score / LOS 1.69 B 1.69 B 1.70 B 1.93 B Bicycle LOS Score / LOS 1.46 A 1.20 A 1.74 B 1 1.65 B Copyright © 2018 University of Florida, All Rights Reserved. HCS'" Streets Version 7.6 Generated: 10/28/2018 10:57:47 AM HCS7 General Information All -Way Stop Control Report Site Information Inalyst MJA Intersection 7.1 .gency/Co. TPD, Inc. Jurisdiction City of Ocoee Date Performed 10/28/2018 East/West Street Fuller's Cross Rd Analysis Year 2021 North/South Street Lakewood Ave Analysis Time Period (hrs) 0.25 Peak Hour Factor 0.92 Time Analyzed AM Peak Hour - Projected Project Description 5095 Ocoee Village Center Lanes ; I +'Y t Vehicle Volume and Adjustments Approach Eastbound Westbound Northbound Southbound Movement L T R L T R L T R L T R lume 150 4 100 15 14 0 201 241 4 0 435 317 �o Thrus in Shared Lane Lane L1 L2 L3 L1 L2 1_3 1_1 L2 L3 L1 L2 L3 Configuration LTR LTR LTR LT R Flow Rate, v (veh/h) 276 32 485 473 345 Percent Heavy Vehicles 2 2 2 2 2 Departure Headway and Service Time Initial Departure Headway, hd (s) 3.20 3.20 3.20 3.20 3.20 Initial Degree of Utilization, x 0.245 0.028 0.431 0.420 0.306 Final Departure Headway, hd (s) 6.84 8.13 6.27 6.48 5.76 Final Degree of Utilization, x 0.525 0.071 0.845 0.851 0.551 Move -Up Time, m (s) 2.0 2.0 2.0 2.3 2.3 Service Time, is (s) 4.84 6.13 4.27 4.18 3.46 Capacity, Delay and Level of Service Flow Rate, v (veh/h) 276 32 48S 473 345 Capacity 526 443 574 556 625 95% Queue Length, Q95 (veh) 3.0 0.2 9.0 9.1 3.4 Control Delay (s/veh) 17.1 11.8 34.4 35.6 15.3 Level of Service, LOS C B D E C xoach Delay (s/veh) 17.1 11.8 34.4 27.1 Approach LOS C B D D Intersection Delay, s/veh I LOS 27.3 D Copyright O 2018 University of Florida. All Rights Reserved. HCS'" AWSC Version 7.6 Generated: 11/2/2018 12:10:17 PM 7.1- Lakewood Ave & Fuller's Cross Rd - Projected AM - AWSC.xaw HCS7 General Information All -Way Stop Control Report Site Information Analyst MJA Intersection 7.2 gency/Co. TPD, Inc. Jurisdiction City of Ocoee Date Performed 10/28/2018 East/West Street Fuller's Cross Rd Analysis Year 2021 North/South Street Lakewood Ave Analysis Time Period (hrs) 0.25 Peak Hour Factor 0.92 Time Analyzed PM Peak Hour - Projected Project Description 5095 Ocoee Village Center Lanes -4 4 ,s r- Ir I+Y1 tmr Vehicle Volume and Adjustments Approach Eastbound Westbound Northbound Southbound Movement L T R L T R L T R L T R lume 283 14 93 8 8 0 108 223 15 0 251 333 `Yo Thrus in Shared Lane Lane L1 L2 L3 L1 L2 L3 L1 1_2 L3 1_1 L2 L3 Configuration LTR LTR LTR LT R Flow Rate, v (veh/h) 424 17 376 273 362 Percent Heavy Vehicles 2 2 2 2 2 Departure Headway and Service Time Initial Departure Headway, hd (s) 3.20 3.20 3.20 3.20 3.20 Initial Degree of Utilization, x 0.377 0.015 0.334 0.243 0.322 Final Departure Headway, hd (s) 6.51 8.11 6.61 6.87 6.16 Final Degree of Utilization, x 0.767 0.039 0.691 0.521 0.619 Move -Up Time, m (s) 2.0 2.0 2.0 2.3 2.3 Service Time, is (s) 4.51 6.11 4.61 4.57 3.86 Capacity, Delay and Level of Service Flow Rate, v (veh/h) 424 17 376 273 362 Capacity 553 444 545 524 585 95% Queue Length, Q95 (veh) 6.9 0.1 5.3 3.0 4.2 Control Delay (s/veh) 27.7 11.4 23.1 16.8 18.3 Level of Service, LOS D B C C C oroach Delay (s/veh) 27.7 11.4 23.1 17.7 Approach LOS D B C C Intersection Delay, s/veh I LOS 21.9 C Copyright 0 2018 University of Florida. All Rights Reserved. HCS'" AWSC Version 7.6 Generated: 11/2/2018 12:10:55 PM 7.2- Lakewood Ave & Fuller's Cross Rd - Projected PM - AWSC.xaw Orange County Public Schools 6501 Magic Way - Building 200 - Orlando, Florida 32809 - (407) 317-3700 - www.ocps.net SCHOOL CAPACITY DETERMINATION CAPACITY ENHANCEMENT DENIAL LETTER - 2ND REVISION March 15, 2019 VIA E-MAIL: rwohIfarth(ZDwc;QrouD.co Mr. Richard Wohlfarth Wohlfarth Consulting Group, LLC 246 N. Westmonte Drive Altamonte Springs, Florida 32714 ACTION: RECOMMENDATION FOR DENIAL for Application OCE -18-005 This letter serves as the official determination by Orange County Public Schools that school capacity for the following development is not available: Type of Development Application FLUM Rezoning ❑ Amendment or Extension Local Government Application #: CPA -2018-006, RZ-18-06-09 Project Name: Ocoee Village Center OCPS Completed Application Date: August 30, 2018 Parcel #(s): 05-22-28-0000-00-040; -046; -004 Requested New Units (#): SF: 0 MF: 315 TH: 195 Vested Unit(s): SF: 0 MF: 1 TH: 1 Total Project Units: 512 School Board District: # 7 Detailed Capacity Analysis: Attachment A Upon review of the above-named application for School Capacity Determination, the Department of Facilities Planning of Orange County Public Schools finds the application is denied based on insufficient school capacity at Prairie Lake Elementary School and Ocoee Middle School to support the development of 510 new multi -family and townhome residential units. A Capacity Enhancement Agreement (CEA) will be required. To determine if this project can be approved through mitigation, the Applicant must contact the Department of Facilities Planning within fourteen (14) days of this letter. The fee to process a CEA for 510 New Units is $6,000.00, and the process takes approximately sixty (60) days from the date OCPS deems the application sufficient. Please refer to Attachment B for additional instructions on how to proceed with "The Orange County School Board is an equal opportunity agency.- Page 2ux4 OCE -18-005 Capacity Enhancement Denial Letter entering into mCEA. |fyou intend homitigate, the next step inthe application process will baareview by the School Development Review Committee (SDRC). This determination expires on September 11, 2019. |nthe event this project does not possess ofuUy executed CEA by the expiration date but mdiU intends to move forward in the development procesu, the applicant must resubmit the application and application fee to be reevaluated by OCPS. |naddition, should the scope of the project change (e.g., modification of unit count and/or unit type), a new determination will be required. OCPS is not required to extend the expiration date of this determination letter. If this project obtains o CEA, the project will odi|| be required to submit for concurrency review and, if necessary, enter into aConcurrency Mitigation Agreement. This determination is governed by the Amended Interlocal Agreement for Public School Facility Planning and Implementation of Concurrency, the provisions of the municipality's adopted Comprehensive Plan, and the Orange County Charter. Please contact mnmmt(4O7)317'37OOext. 20223B1ore-mail meat 6amie.diluzioboergerAocos. net with any questions. Jamie Boerger, AICP.LEEDAP Administrator Facilities Planning Deportment Orange County Public Schools Attachments—Attanhment A: Detailed Capacity Analysis Attachment B: CEA Submittal Requirements and Information DC: Michael Rmner,City uOcoee (viae-mail) Thomas Moore, OCPG(via e'maU) Project File --he Orange County School Board is an equal opportunity agency" O0 Facilities Planning L© Orange County Public Schools School Capacity Determination User ID #: 109591 March 15, 2019 11:18:51 Project ID: CEA —OCE —18 —005 Valid Until: September 11, 2019 ProjectOCOEE VILLAGE CENTER Single Family Units: 0 Single Family Units: 0 U nvested Units Multi Family Units: 315 Vested Units Multi Family Units: 1 Town Homes Units: 195 Town Homes Units: 1 PRAIRIE LAKE ES OCOEE MS OCOEE HS School Level Elementary Middle High CSA: CC School: PRAIRIE LAKE ES OCOEE MS OCOEE HS Analysis of Existing Conditions } School Capacity (2018-2019) 885 1,424 2,777 Enrollment (2018-2019) 877 1,356 2,577 E Utilization (2018-2019) 99.0% 95.0% 93.0% U LOS Standard 110.0% 100.0% 100.0% Available Seats 97 68 200 Analysis of Reserved Capacity L J School Level Elementary Middle 4 Encumbered Capacity 111 43 76 'U Reserved Capacity 0 0 25 Q Adjusted Utilization 111.6% 98.2% 96.4% U Adjusted Available Seats 0 25 99 Analysis of Proposed Development Students Generated 78.525 34.665 39.990 Adjusted Utilization PASS/FAIL 120.5% 100.7% FAIL FAIL 97.9% PASS Number of Seats to Mitigate 1 78.525 9.665 0.000 PRAIRIE LAKE ES OCOEE MS OCOEE HS Q� Facilities Planning ©© Orange County Public Schools Capital Contribution Calculation March 15, 2019 11:20:30 Impact Fee Calculator E c c c Impact Fee Rate Total Estimated Impact Fee E c c E c ( c CE�OCE-18-005 �O E0 o02 M0 c �O o0 m �O c �O o0 m OCOEE VILLAGE CENTER m ami 42-0 " mi a LL °' " a2 � H `�° rn� m in S in �> w r w N �> 3 w �> 0) �> N �> _ o ~ > > i�> �> UJ W� W� �� �� �� _� 2� _ � Status FAIL FAIL PASS Generation Rate 0.191 0.149 0.162 0.095 0.063 0.076 0.131 0.070 0.092 Housing Units Proposed (Non -Exempt) 0 315 195 510 0 315 195 510 0 315 195 510 0 Net Development Impact 78.525 9.665 0 0 Total Cost per Student Station for Failing Schools $ 27,053 $ 27.053 $ 27,053 Net Impact Cost per Student for Passing Schools $ 21,065 $ 21,065 S 21,065 Capital Contribution per Student S 5.988 $ 5,988 S Capital Contribution Due $ 470,208 $ 57,874 $ 0 �78 Impact Fee Calculator Single Family Multi Family Townhomes Total Housing Units Proposed 0 315 195 Impact Fee Rate Total Estimated Impact Fee $ 8,784 $ 5,919 $ 6,930 Total Fiscal Impact $ 3,743,917 Page *of* OCE -1 8-005 Capacity Enhancement Denial Letter CAPACITY ENHANCEMENT AGREEMENT (CEA) SUBMITTAL REQUIREMENTS AND INFORMATION Toproceed with entering into aCEA with OCP5 please provide the Department ofFacilities Planning with the following, and initial each item to acknowledge: ___1. Written confirmation that Applicant would like to proceed with the CEA. Written confirmation can be provided via U.S. Mail or via E -Mail. __3. Check made out to Orange County Public Schools for mitigation agreement fee: CEA Mitigation Agreement Fee 1io5Ounits: $1,500l0 S11o2OOunits: $3,00000 2O1toSDDunits: $4000.00 5D1to1OOOunits: $6,000.00 1001+ units: $7,000.00 Additional Fee for DRI Review: $3,000.00 CEA Extension/Amendment Fee 1toB]units: $1I00.00 51to2DOunits: $1'500.00 2U1tnSOOunits: 53,DOO.00 5O1to1OOOunits: $4,000.00 1OO1+units: $S,OOO.DO Additional Fee for DRI Review: $2'000.00 _3. Ifthe Property isunder contract, please provide the name and address of the contract ___4. Facilities Planning will provide Applicant with a draft mitigation agreement following the School Development Review Committee's (SDRC)recommended approval ofthe draft agreement terms. Please review and provide comments within ofreceipt ofthe draft mitigation agreement from Facilities Planning. �5. After reviewing the draft, Applicant will return to Facilities Planning at least two weeks prior to the School Board hearing date. G. Acheck made out tothe Orange County Comptroller tocover the recording ofthe Agreement in the Public Records, must be provided to Facilities Planning prior to the School Board hearing date. $10.00 for the first page and $8.50 for each additional page. Indexing - first four (4)names free and acharge of$1.0Oper additional name. 7. CEAs are required to appear on one (1) of the School Board meeting agenda. Staff is required tosubmit materials, including asigned agreement, at least two (2) weeks prior to the meeting date. The 2019 School Board meeting schedule is as follows: December 11.2U1@ April 9, 2019 *July 9, 2019 October 8, 2019 January D.2O1O 8ph|23.2018 ~Uu|y30.2O1S October 22.2O1S January 22.2019 May 14.%O19 August O.2V18 November 12'2V1( February 12.2O1B May 28.2O18 August 20.2U19 (Reorganization) February 28.2O1g June 11.2O1Q "September 1O.2O1Q March 12.2019 June 25.2O19 September 24.2O19 °Ten(mVva»Optioma|school board meeting -ifneeded "Budget Public Hearing The School Board's 2020 meeting schedule will be available after the November 12, 2019 meeting WORK IN PROGRESS REVISED 3D RENDERINGS 18th March 2019 40tw V ocoet, —willillo� 11,411W rCOIV4 OAD -, Lo:— v/ Yl /V Co SABLE RUNWAY IMF < - .�F AWL F Ir P. %0 Alk 01 �Jkjo V.y��-:�i'ir Yom► lmkp- � OD AVE �� N.LAKEWO NUE MAL �_ 711; off low L6--� - �xf. C,- 7Z,, -OW �„ 'F JL jpdh --rr* Y 711 - Pr.mit -0000 k- -: IMF Wit olleft%c -At I WIN" iamb ago hhh�,-ql� �m qLAdkwL zp. I Por 1p Ir qL le 40' dp '61 A JL 4_ dL Por 1p Ir f - le 40' dp T .0 A I ISI � "k` NMI - i 4 -- w . tw k.- . � . � . \ . -- . % �I 2 �- �` ,IL - sk � _ - � _ . :. 1.7 dkil f ,diem +rm i :iTAri i ir tir saw L h. l O I O � ��► � FF � coq RO OOID Al_. '.- Ocoee - CIARCO/V Rn, - Lt•vt Ae M A4m d1w WIN" PL 07 pip", 7'. ,L% AV iL ftp 4j. = O _ lw" - �- JL �-mp- } a� _ i■ - r.- ! Ilk . y Y; 'gyp �'• ,j■=' ' oodP We y} �1 •�Kti iS S P- VFT VF4FFPFW I AF f ON dW-- v.64 6w -•' y� sow Awl� V t op -q 'l ' y _ww�- MW r " t rai.' — � - �},r,'"�, � t v -J •I:. .� � ..SVT.` . - ..�' �. ' �5�t . St — .i'�' �.a. - l w ' Pf -•+�' � ..h' • � p aar k �` �e �;. � x� ; - _ - ��-� M �. r { ITEM NUMBER IV. F. PUBLIC HEARING HOMES IN PARTNERSHIP PROPERTY - 330 13TH AVE. 1 . ANNEXATION 2. REZONING Mayor Commissioners Rusty Johnson Larry Brinson, Sr., District l Rosemary Wilsen, District 2 City Manager — Richard Firstner, District 3 Robert Frank = C d George Oliver III, District 4 florida STAFF REPORT DATE: April 9, 2019 �� G(� TO: Planning &Zoning Commissi�''ocal nning Agency) FROM: Gregory Hines, Planner I SUBJECT: Homes in Partnership Property– 330 13th Ave. Annexation & Rezoning . Project No(s): AX-08-17-67 & RZ-17-08-07 BACKGROUND: General Location: The parcel is located on the south side of 13th Ave; 150 feet west of Peters Avenue. Parcel Identification Number(s): 08-22-28-5956-10-031 Physical Address: 330 13th Ave. Property Size: +1- 0.17 acres. Actual land use, proposed land use and unique features of the subject property: The subject parcel has one (1) existing Single-Family Residence. The Applicant is annexing into the City limits as a condition to receive city potable water connection. The future land use classification of the subject property: CURRENT PROPOSED Jurisdiction/Future Land Orange County/Low Density City of Ocoee/Low Density Use-Joint Planning Area Residential Residential Land Use Classification (@ Less than 4 dwelling units/acre) The current future land use and zoning classifications of the surrounding properties: DIRECTION: CURRENT FUTURE LAND CURRENT ZONING USE North Orange County/ Low Density Orange Col. ty/"R-2" Residential East Orange County/Low Density Orange County/"R-2" Residential South Orange County/Low Density Orange County/"R-2" Residential West Orange County/ Low Density Orange County/"R-2" Residential P&Z Meeting Date:April 9,2019 Project:Homes in Partnership Property—330 13th Avenue Annexation&Rezoning Project Number(s):AX-08-17-67&RZ-17-08-07 ISSUE: Should the Planning & Zoning Commission, acting as Local Planning Agency (LPA), recommend approval for the annexation and rezoning from Orange County "R-2" (Low Density Residential) to City of Ocoee "R-1" (Low Density Residential) of the property known as the Homes in Partnership located at 330 13th Ave.? CONSISTENCY WITH STATE & LOCAL REGULATIONS: Annexation: With respect to State annexation criteria, Chapter 171.044 of the Florida Statutes grants municipalities the authority to annex contiguous, compact, non-circuitous territory so long as it does not create an enclave. The subject property is considered contiguous to the City of Ocoee since it is bordered by property located within the City limits on the east. Joint Planning Area Agreement: The subject property is located within the Ocoee-Orange County Joint Planning Area (JPA) and is being considered for annexation as outlined in the JPA Agreement. Rezoning: The parcel will receive an "R-1" (Single-Family Dwelling) zoning upon annexation. Comprehensive Plan: The annexation is consistent with the Future Land Use Element Policy 2.5 that states in part, "The City shall consider requests for voluntary annexation into the City when those lands are logical extensions of the existing City limits, when services can be properly provided, and when proposed uses are compatible with the City's Comprehensive Plan, the JPA Agreement, and the City's Annexation Policy...." [Emphasis added]. The rezoning is consistent with Future Land Use Element Policy 1.15 that states in part, "The City may assign an initial zoning, after annexation, which is consistent with both the Future Land Use Map and the JPA Agreement." DISCUSSION: Annexation Feasibility & Public Facilities Analysis Report (See attached): Because the property is part of an enclave in the City, it already benefits from Ocoee Fire Rescue services via a joint "First Responder" Agreement with Orange County. The property will require City of Ocoee water service. Summary: The proposed annexation is a logical extension of the City limits, urban services can be provided, and the annexation meets state and local regulations. DEVELOPMENT REVIEW COMMITTEE (DRC) RECOMMENDATION: On April 2, 2019, the DRC met to determine if the proposed annexation and rezoning was consistent with the City's regulations and policies. When the discussion was finished, the DRC voted unanimously to recommend approval of the annexation and rezoning. P&Z Meeting Date:April 9,2019 Project: Homes in Partnership Property—330 13th Avenue Annexation&Rezoning Project Number(s):AX-08-17-67&RZ-17-08-07 STAFF RECOMMENDATION: Based on the above analysis and the subsequent DRC recommendation, Staff recommends that the Planning & Zoning Commission (LPA), recommend approval of the annexation and rezoning from Orange County "R-2" (Low Density Residential) to City of Ocoee "R-1" (Low Density Residential) of the property known as Homes in Partnership, located at 330 13th Ave. Attachments: Annexation Feasibility Analysis; Location Map; Zoning Map; Land Use Map; Aerial Map. CITY OF OCOEE ANNEXATION FEASIBILITY ANALYSIS CASE NUMBER: AX-08-17-67 & RZ-17-08-07 APPLICANT NAME: Homes in Partnership PROJECT NAME: HOMES IN PARTNERSHIP PROPERTY-330 13TH AVE. (ANNEXATION AND REZONING) This form is used to evaluate annexation requests to determine the feasibility of providing urban services to individual properties. Each department has filled in the appropriate section and the findings are summarized below. I. PLANNING DEPARTMENT Gregory Hines, Planner I A. Applicant/Owner 1. Owner (if different from Applicant): Homes in Partnership, Inc. B. Property Location 1. General Location: The subject property is located on the south side of 13th Ave., west of Peters Ave. 2. Parcel Identification Number: 08-22-28-5956-10-031 3. Street Addresses: 330 13TH Ave 4. Size of Parcels: 0.17 Acres C. Use Characteristics 1. Existing Use: Single- Family Dwelling 2. Proposed use: Single-Family Dwelling 3. Density/ Intensity: N/A 4. Projected Population: N/A D. Zoning and Land Use 1. Orange County Future Land Use: Low Density Residential 2. Orange County Zoning: R-2 3. Existing Ocoee Future Land Use: Low Density Residential 4. Proposed Ocoee Zoning: R-1 E. Consistency 1. Joint Planning Area: Yes 2. Comprehensive Plan: Yes II. FIRE DEPARTMENT Shawn Sorenson, Fire Marshal 1. Estimated Response Time: 2-4 Minutes 2. Distance to Property: 2 Miles (Fire Station 38) 3. Fire Flow Requirements: N/A III. POLICE DEPARTMENT Lt. Scott Nylander, Police 1. Police Patrol Zone/ Grid /Area: 5 2. Estimated Response Time: 7 mins 3. Distance to Property: 1.8 miles 3. Average Travel Time 7 mins Page 1 of 3 Applicant Name: Homes in Partnership Inc Project Name: Homes in Partnership Property—330 13th Ave. Annexation&Rezoning Case#:AX-08-17-67&RZ-17-08-07 IV. ECONOMIC VALUE Gregory Hines, Planner I 1. Property Appraiser Taxable Value: $160,000 2. Property Appraiser Just Value $160,000 3. Estimated City Ad Valorem Taxes: $880.00 4. Anticipated Licenses & Permits: N/A 5. Potential Impact Fees: N/A 6. Total Project Revenues: N/A V. BUILDING DEPARTMENT Gregory Hines, Planner I 1. Within the 100-year Flood Plain: No (FIRM Map Number 12095CO210F) VI. UTILITIES Milen Womack, City Engineer A. Potable Water 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: Yes 3. Extension Needed: No 4. Location and Size of East side of N Lakewood Ave Nearest Water Main: B. Sanitary Sewer 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: No 3. Extension Needed: Yes 4. Location and Size of 12 Inch Force on N Lakewood Ave at Klinger Ct. Nearest Force Main: 5. Annexation Agreement Needed: No C.Other 1. Utility Easement Needed: Yes, for Potable Water 2. Private Lift Station Needed: No 3. Well Protection Area Needed: No VII. TRANSPORTATION Gregory Hines, Planner I 1. Paved Access: Yes 2. ROW Dedication: No 3. Traffic Study: No 4. Traffic Analysis Zone: 568 Page 2 of 3 Applicant Name:Homes in Partnership Inc Project Name: Homes in Partnership Property—330 13th Ave. Annexation&Rezoning Case#:AX-08-17-67&RZ-17-08-07 VIII. PRELIMINARY CONCURRENCY EVALUATION Gregory Hines, Planner I Currently, adequate transportation capacity exists. A. Transportation: Currently, adequate park/recreation capacity exists. B. Parks / Recreation: Currently, adequate water/sewer capacity exists. C. Water/Sewer: N/A D. Stormwater: Currently, adequate solid waste capacity exists. E. Solid Waste: N/A F. Impact Fees: IX. SITE SPECIFIC ISSUES All Departments X. CONSISTENCY WITH STATE REGULATIONS: Gregory Hines, Planner I This property is contiguous with the City Limits and will reduce the area of an enclave; therefore, this annexation is consistent with CH. 171.043 (1) & (2), Florida Statutes. Page 3 of 3 Homes In Partnership Inc Property - 330 13th Ave Location Map 12th Avenue Little Aspen Court 13th Avenue J iNew Meadows Court / a CCI Wurst Road a) > z Little Rock Court 15th Avenue r Little Iris Court I I I I I N 1 1 I Q I: 0949 J!PPV 1 N"'"" ti‘CW O a5 1 o _attei LEM pti T111. _CD MIMI MEII.- a) n -te. 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To N O i O L-)' K 2- 0 0O o -5, N O N a — O > 2 > QQ'( 7Nc) _ Qc c6a) 0 F- 'E u 0 O 1— E _E-0 ' RS N c(u) a) LL p u) j 77 o 4) O 0 O Q' C T O 0 - CO .O O a6 N n co - O N u) o W c •U c6 O U C (0 O CD N 2 Q 4) c c f-5) 45 2 c O . 0 a) Z Q IT c c0 'C � J 0 0 0 0 0 O) 4) O U) o 0 co C 0 D (0 N J 2 _ CLU = U CtQ' J D 0 it 'I M •4 ', ru cu co Q PO mis �� r ✓ C N -• x a W n MO Aa w r Z t� " r x ? k ++ anuand s ad FryM L. r M $, _ - m M .tom , �; r iril MO 4a 0 _ , „,,,,,,,,,„„ . _ n '� ��. . A •_ I y K le V IN 14111 /�� � 1 `� !�41/4, - --- -- Cra i"4 _ / ! §' \ _ G1 - � anuan , Je fln : .- fi 2 f 1 tr 1 I Irlr 1 �s C it 141 .0 A a li e } r u • ,. y- I ITEM NUMBER IV. G. PUBLIC HEARING HOMES IN PARTNERSHIP PROPERTY - 340 13TH AVE. 1 . ANNEXATION 2. REZONING { ' n Mayor Commissioners Rusty Johnson 4.$01r Larry Brinson, Sr., District 1 Rosemary Wilsen, District 2 City Manager Richard Firstner, District 3 Robert Frank ocaee George Oliver III, District 4 florida STAFF REPORT DATE: April 9, 2019 (94 TO: Planning &Zoning Comm on ( Planning Agency) FROM: Gregory Hines, Planner I SUBJECT: Homes in Partnership Property—340 13th Ave Annexation & Rezoning Project No(s): AX-08-17-68 & RZ-17-08-08 BACKGROUND: General Location: The parcel is located on the east side of 13th Ave; 130 feet west of Peters Avenue. Parcel Identification Number(s): 08-22-28-5956-10-020 Physical Address: 340 13th Ave. Property Size: +1- 0.17 acres. Actual land use, proposed land use and unique features of the subiect property: The subject parcel has one (1) existing Single-Family Residence. The Applicant is annexing into the City limits as a condition to receive city potable water connection. The future land use classification of the subject property: CURRENT PROPOSED Jurisdiction/Future Land Orange County/ Low Density City of Ocoee/Low Density Use-Joint Planning Area Residential Residential Land Use Classification (@ Less than 4 dwelling units/acre) The current future land use and zoning classifications of the surrounding properties: DIRECTION: CURRENT FUTURE LAND CURRENT ZONING USE North Orange County/Low Density Orange County/"R-2" Residential East City of Ocoee/Low Density City of Ocoee/"R-1" Residential South Orange County/ Low Density Orange County/"R-2" Residential West Orange County/Low Density Orange County/"R-2" Residential P&Z Meeting Date:April 9,2019 Project:Homes in Partnership Property—340 13th Avenue Annexation&Rezoning Project Number(s):AX-08-17-68&RZ-17-08-08 ISSUE: Should the Planning & Zoning Commission, acting as the Local Planning Agency (LPA), recommend approval for the annexation and rezoning from Orange County "R-2" (Low Density Residential) to City of Ocoee "R-1" (Low Density Residential) of the property known as the Homes in Partnership located at 340 13th Ave.? CONSISTENCY WITH STATE & LOCAL REGULATIONS: Annexation: With respect to State annexation criteria, Chapter 171.044 of the Florida Statutes grants municipalities the authority to annex contiguous, compact, non-circuitous territory so long as it does not create an enclave. The subject property is considered contiguous to the City of Ocoee since it is bordered by property located within the City limits on the east. Joint Planning Area Agreement: The subject property is located within the Ocoee-Orange County Joint Planning Area (JPA) and is being considered for annexation as outlined in the JPA Agreement. Rezoning: The parcel will receive an "R-1" (Single Family Dwelling) zoning upon annexation. Comprehensive Plan: The annexation is consistent with the Future Land Use Element Policy 2.5 that states in part, "The City shall consider requests for voluntary annexation into the City when those lands are logical extensions of the existing City limits, when services can be properly provided, and when proposed uses are compatible with the City's Comprehensive Plan, the JPA Agreement, and the City's Annexation Policy...." [Emphasis added]. The rezoning is consistent with Future Land Use Element Policy 1.15 that states in part, "The City may assign an initial zoning, after annexation, which is consistent with both the Future Land Use Map and the JPA Agreement." DISCUSSION: Annexation Feasibility & Public Facilities Analysis Report (See attached): Because the property is part of an enclave in the City, it already benefits from Ocoee Fire Rescue services via a joint "First Responder" Agreement with Orange County. The property will require City of Ocoee water service. Summary: The proposed annexation is a logical extension of the City limits, urban services can be provided, and the annexation meets state and local regulations. DEVELOPMENT REVIEW COMMITTEE (DRC) RECOMMENDATION: On April 2, 2019, the DRC met to determine if the proposed annexation and rezoning was consistent with the City's regulations and policies. When the discussion was finished, the DRC voted unanimously to recommend approval of the annexation and rezoning. 1 P&Z Meeting Date:April 9,2019 Project: Homes in Partnership Property—340 13th Avenue Annexation&Rezoning Project Number(s):AX-08-17-68&RZ-17-08-08 STAFF RECOMMENDATION: Based on the above analysis and the subsequent DRC recommendation, Staff recommends that the Planning & Zoning Commission (LPA), recommend approval of the annexation and rezoning from Orange County "R-2" (Low Density Residential) to City of Ocoee "R-1" (Low Density Residential) of the property known as Homes in Partnership, located at 340 13th Ave. Attachments: Annexation Feasibility Analysis; Location Map; Zoning Map; Land Use Map; Aerial Map. CITY OF OCOEE ANNEXATION FEASIBILITY ANALYSIS CASE NUMBER:AX-08-17-68 & RZ-17-08-08 APPLICANT NAME: Homes in Partnership PROJECT NAME: HOMES IN PARTNERSHIP PROPERTY-340 13TH AVE. (ANNEXATION AND REZONING) ' This form is used to evaluate annexation requests to determine the feasibility of providing urban services to individual properties. Each department has filled in the appropriate section and the findings are summarized below. I. PLANNING DEPARTMENT Gregory Hines, Planner I A. Applicant/Owner 1. Owner (if different from Applicant): Homes in Partnership, Inc. B. Property Location 1. General Location: The subject property is located on the south side of 13th Ave., west of Peters Ave. 2. Parcel Identification Number: 08-22-28-5956-10-020 3. Street Addresses: 340 13th Ave 4. Size of Parcels: 0.17 Acres C. Use Characteristics 1. Existing Use: Single-Family Dwelling 2. Proposed use: Single-Family Dwelling 3. Density/ Intensity: N/A 4. Projected Population: N/A D. Zoning and Land Use 1. Orange County Future Land Use: Low Density Residential 2. Orange County Zoning: R-2 3. Existing Ocoee Future Land Use: Low Density Residential 4. Proposed Ocoee Zoning: R-1 E. Consistency 1. Joint Planning Area: Yes 2. Comprehensive Plan: Yes II. FIRE DEPARTMENT Shawn Sorenson, Fire Marshal 1. Estimated Response Time: 2-4 Minutes 2. Distance to Property: 2 Miles (Fire Station 38) 3. Fire Flow Requirements: N/A III. POLICE DEPARTMENT Lt. Scott Nylander, Police 1. Police Patrol Zone/Grid /Area: 5 2. Estimated Response Time: 7 mins 3. Distance to Property: 1.8 miles 3. Average Travel Time 7 mins Page 1 of 3 Applicant Name:Homes in Partnership Inc Project Name: Homes in Partnership Property—340 13th Ave. Annexation&Rezoning Case#:AX-08-17-68&RZ-17-08-08 IV. ECONOMIC VALUE Gregory Hines, Planner I 1. Property Appraiser Taxable Value: $160,000 2. Property Appraiser Just Value $160,000 3. Estimated City Ad Valorem Taxes: $880.00 4. Anticipated Licenses & Permits: N/A 5. Potential Impact Fees: N/A 6. Total Project Revenues: N/A V. BUILDING DEPARTMENT Gregory Hines, Planner 1 1. Within the 100-year Flood Plain: No (FIRM Map Number 12095CO210F) VI. UTILITIES Milen Womack, City Engineer A. Potable Water 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: Yes 3. Extension Needed: No 4. Location and Size of East side of N Lakewood Ave Nearest Water Main: B. Sanitary Sewer 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: No 3. Extension Needed: Yes 4. Location and Size of 12 Inch Force on N Lakewood Ave at Klinger Ct. Nearest Force Main: 5. Annexation Agreement Needed: No C. Other 1. Utility Easement Needed: Yes, for Potable Water 2. Private Lift Station Needed: No 3. Well Protection Area Needed: No VII. TRANSPORTATION Gregory Hines, Planner I 1. Paved Access: Yes 2. ROW Dedication: No 3. Traffic Study: No 4. Traffic Analysis Zone: 568 Page 2 of 3 • Applicant Name:Homes in Partnership Inc Project Name:Homes in Partnership Property—340 13th Ave. Annexation&Rezoning Case#:AX-08-17-68&RZ-17-08-08 VIII. PRELIMINARY CONCURRENCY EVALUATION Gregory Hines, Planner I Currently, adequate transportation capacity exists. A. Transportation: Currently, adequate park/recreation capacity exists. B. Parks / Recreation: Currently, adequate water/sewer capacity exists. C. Water/Sewer: N/A D. Stormwater: Currently, adequate solid waste capacity exists. E. Solid Waste: N/A F. Impact Fees: IX. SITE SPECIFIC ISSUES All Departments X. CONSISTENCY WITH STATE REGULATIONS: Gregory Hines, Planner I This property is contiguous with the City Limits and will reduce the area of an enclave; therefore, this annexation is consistent with CH. 171.043 (1) & (2), Florida Statutes. Page 3 of 3 Homes In Partnership Inc Property - 340 13th Ave Location Map a> co 12th Avenue Little Aspen Court 13th Avenue a) New Meadows Court a Wurst Road Little Rock Court 15th Avenue 0,,,,„ ,:,: ,:.: ;...: ibm N ,if,,,;:r.''.'.. ,...--!:;:l 0 N.Z..!';;!":..,-' :..:,_ !:!!!!! a M 0 r C -0 2 1— 0 G) 2° 73 G) C0 Z -0 E E 0 V) C!) 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V n FsM. w �_ ,, 0� Q m _. -,... -..- .. , ,„„ ,. _, ,,,,,4,,,,,e, ...tiii . „*.c.i.:„. _ . ,, .. ..... .. ._, 0 , ., . , 0, 4,-. - , -1- .„....„I _1„........... .. .., .....,....___ ..„ . . .. if W �� .e .- rsAvenue 7 far i.-i y r -�` g 1 No I n O t a t I ITEM NUMBER V. MISCELLANEOUS A. PROJECT STATUS UPDATE B. APRIL CALENDAR 9.. 0. April - 2019 5 Development Services ocoee New Development Update The following information is respectfully submitted to the Honorable Mayor and Planning & Zoning Commission by Mike Rumer, City Planner, in order to provide general information about public and private development in the City of Ocoee. Please feel free to contact City Planner Rumer at ext. 1018 for additional information or questions. Dist" Lar Y =rinson, Project Name & General Location Pro'ect Descri 'do DOLLAR TREE 2176 Ocoee Apopka Road 1st review revised comments Parcel#06-22-28-9243-01-000 Small Scale site plan for a 9,973 square foot sent out on March 20,2019; 1.72 acres commercial building awaiting 2nd review Commission District 1-Larry Brinson,Sr. FOUNTAINS WEST COMMONS PLAT(AKA SUMMIT SELF STORAGE) 3 Lot Commercal Plat.A replat of Lot 8, 255 Fountains West Blvd. Fountains West Under 2nd Review Parcel#06-22-28-2856-08-000 11.73 acres Commission District 1-Larry Brinson, Sr. GREENS AT FOREST LAKE Large Scale Comprehensive Plan Approved at the December 4, 2291 West Road Amendment for Agricultural to medium 2018, City Commission Meeting Parcel #05-22-28-0000-00-017 Density ; Rezoning to PUD for 200 Unit 2nd Reading 14.10 acres Townhome Community Commission District 1-Larry Brinson,Sr. GREENS AT FOREST LAKE PHASE 1 &2 2291 West Road Parcel #05-22-28-0000-00-017 Large Scale 14.10 acres Preliminary/Final Subdivision Plan for a 200 Under 2nd Review West Road unit Townhomw in two phases. Parcel #05-22-28-0000-00-043 14.97 acres Commission District 1-Larry Brinson,Sr. HOMES IN PARTNERSHIP 330 13TH AVENUE(HOMES IN April 9th Planning&Zoning PARTNERSHIP ANNEXATION) Annexation for water service to property and meeting; City Commission 1st 330 13TH Avenue Rezoning from Residential to Community Readin May 21S`, 2nd Reading Parcel#08-22-28-5956-10-031 Commercial June 4thg. 0.16 acres Commission District 1-Larry Brinson,Sr. HOMES IN PARTNERSHIP 330 13TH AVENUE(HOMES IN 9th PARTNERSHIP ANNEXATION) property y April 9 Planning&Zoning Annexation for water service to ro ert and meeting; City Commission 1st 340 13TH Avenue Rezoning from Residential to Community Reading May 21st, 2nd Reading Parcel#08-22-28-5956-10-020 Commercial June 4` . 0.17 acres Commission District 1-Larry Brinson,Sr. INNOVATION MONTESSORI SCHOOL 1s`Review Comments sent 1610 N Lakewood Ave. Small Scale Site Plan Phase 3 January 16, 2019; awaiting Parcel#07-22-28-0000-00-054 resubmittal for 2nd review 20.16 acres Commission District 1-Larry Brinson,Sr. LADYBIRD ACADEMY West Road Small Scale Site Plan for a 12,989 square Parcel#06-22-28-000-00-008 foot child daycare facility Under Construction 5.45 acres Commission District 1-Larry Brinson,Sr. LOT 8, FOUNTAINS WEST PUD "SUMMIT SELF-STORAGE" Approved for Construction on 255 Fountains West Blvd. Preliminary/Final Large Scale Site Plan February 1,2019; Planning and Parcel#06-22-28-2856-08-000 Zoning Meeting April 9, 2019; 11.73 acres City Commission May 7, 2019 Commission District 1-Larry Brinson,Sr. NICOLE BLVD SUBDIVISION Nicole Boulevard Preliminary/Final Site Plan, 19 single-family Parcel#08-22-28-0000-00-045 lots Placed on hold by app licant 6.19 acres Commission District 1-Larry Brinson,Sr. OCOEE VILLAGE CENTER Clarcona Ocoee Road Parcel#05-22-28-0000-00-040 Planning&Zoning meeting Large Scale Comprehensive Plan Westbridge Court Amendment from Low Density Residential to April 9, 2019; City Commission Parcel#05-22-28-0000-00-046 High Density Residential and Commercial 1 Reading Public Hearing 10711 NLakewoodAve Rezoning from R-1A to PUD Transmittal for the CPA,April Parcel#05-22-28-0000-00-004 16, 2019 73.41 acres Commission District 1-Larry Brinson,Sr. PRESERVE AT CROWN POINT, PHASE 2B Mattamy Homes proposes 153 single-family 1970 Ocoee Crown Point Pkwy. residential lots, private and gated roads, Parcel#01-22-27-0000-00-012 1.94 acre pool and park and a walking path Under Construction 99.19 acres adjacent to Lake Apopka Commission District 1-Larry Brinson, Sr. VMG ESTATES AT OCOEE 815 Clarcona Ocoee Rd Annexation approved at the Parcel#08-22-28-0000-00-028 Annexation December 4, 2018 2"d Reading 3.89 acres Commission District 1-Lar Brinson,Sr. Project Name & General Location Pro'ect Desc 4 LOCOS TACO 101 W.Silver Star Road Small Scale Site Plan ,two-story 4,004 S.F Parcel#18-22-28-4100-00-171 restaurant,with an outdoor bar Approved for construction 0.61 acres Commission District 2-Rosemary Wilsen 3872 OLD WINTER GARDEN ROAD 3872 Old Winter Garden Road Annexation, Small Scale Comprehnsive Plan Approved at the February 19, Parcel#28-22-28-0000-00-019 Aendment, Rezoning to PUD 2019 City Commission meeting 1.25 acre Commission District 2-Rosemary Wilsen AMARAN PROPERTY-2ND P&Z October 9,2018; City STREET Commission 1st Reading 403 2nd street Annexation& Rezoning ,from Orange November 20,2018;2" Parcel#17-22-28-0000-00-043 County"R-1"to City of Ocoee" R-1" Reading January 15, 2019 0.39 acre Cancelled, Pending Owner Commission District 2-Rosemary Wilsen Submittal ASPEN DENTAL 9290 W Colonial Drive;Shoppes of West Oaks, Unit 1 4200 square foot Urgent Care Facility Under Construction Parcel#27-22-28-8005-00-010 1.50 acres Commission District 2-Rosemary Wilsen CITY CENTER WEST ORANGE, PARCEL 1, PHASE IV, LOT 4A 251 Main Street Small Scale Site Plan,two-story 20,000 SF 1st Review Comments sent out Parcel#20-22-28-0000-00-015 office/retail building September 28,2018 11.52 acres Commission District 2-Rosemary Wilsen DARREN CENTER 9961 West Colonial Drive Annexation& Initial Zoning to PUD for two- Approved at the City Parcel#21-22-28-0000-00-012 story, 15,200 square-foot Medical and Commission meeting March 20, 7.06 acres Professional office building 2018 Commission District 2-Rosemary Wilsen HARPER PROPERTY-E. SILVER STAR ROAD Annexation and Rezoning from"Orange Approved at the City 1304 E.Silver Star Road County" Retail Commercial District(C-1)to Commission meeting March 19, Parcel#17-22-28-0000-00-048 "City of Ocoee" Neighborhood Shopping (C- 2019 1.26 acres 1) Commission District 2 HEALTH CENTRAL HOSPITAL SKILLED NURSING FACILITY 1300 Ohio Avenue 3-story Hospice, Memory Care and Nursing Under Construction Parcel#28-22-28-6689-03-010 Home 3.67 acres Commission District 2-RosemaryWilsen LAKE LOTTA 714 White Road Substantial amendment to the PUD/ Parcel#21-22-28-000-00-021 Rezoning to PUD-Proposed 300 Unit 61.16 acres Apartment, 186 Townhomes, 138 unit Single Under 1st review Jacob Nathan Blvd Family Homes-6.6 acres of commercial on Parcel#21-28-0000-00-029 a 69 acre parcel 8.12 acres Commission District 2-Rosemary Wilsen OAKS COMMERCE CENTER 1104 S Clarke Road Small Scale Final Site Plan 15,000 square Parcel#21-22-28-3093-01-000 foot building approved for construction on Under Construction 1.81 acre Mar 10, 2015 Commission District 2-Rosemary Wilsen OCOEE TOWN SHOPS 9729 W Colonial Drive Parcel#21-22-28-6328-00-070 Rezoning (Revision to the PUD), PUD Approved at the February 19, 3.30 acres Amendment from PUD to PUD-Commercial 2019 City Commission meeting Commission District 2-Rosemary Wilsen PENDAS LAW STORAGE 282 E. Geneva Street Small Scale Site Plan for a 7200 square foot Parcel#20-22-28-0000-00-041 storage law office storage facility Under Construction 0.99 acres Commission District 2-Rosemary Wilsen TOP GUN CHEER Large Scale Preliminary/Final Site Plan for 631 S.BlAve. proposed"Competitive Cheerleading" 17 Parcel#17-22-22-28-6144-04-210 gymnasium Under Construction 4.51 acres Commission District 2-Rosema Wilsen Project Name & Status 901 E. CROWN POINT RD. AKA ALL AMERICAN BARRICADES Approved at City Commission Large Scale Preliminary/Final Site Plan, metting December 4, 2018,2nd 901 E.Crown Point Rd. g ry Review comments sent on Parcel#12-22-27-0000-00-081 29,775 SF of Office/Warehouse Building January 28, 2019; awaiting 2.4 acres resubmittal for final stamping Commission District 3-Richard Firstner ARYA Approved at City Commission 868 Roberson Road Large Scale Preliminary/Final Site Plan. Meeting August 7,2018; 3`d Parcel#31-22-28-0000-00-005 Independent Living Facility review comments sent on 4th 10.29 acres February 12, 2019;awaiting 4 Commission District 3-Richard Firstner review for final stamping DANIEL/RAY SUBDIVISION 11700 West Colonial Drive Parcel#30-22-28-0000-00-074 Plat Review for 3 lots Project has expired 2.50 acres Commission District 3-Richard Firstner DANIEL/RAY SUBDIVISION 11700 West Colonial Drive Preliminary/Final Subdivision Plan, 10,800 Parcel#30-22-28-0000-00-074 SF veterinary hospital on lot 1 Project has expired 2.50 acres Commission District 3-Richard Firstner G.L.E OCOEE 922 N Lakewood Ave. Small Scale Site Plan for an existing two- Parcel#07-22-28-0000-00-048 story warehouse building expansion Under Construction 9.25 acres Commission District 3-Richard Firstner HILL PLAZA( F.K.A OCOEE HILL F.K.A. RETAIL OCOEE) Small Scale Site Plan for a new retail Lot 1 of Lake Bennet Centre Replat restaurant, or office building around 5,700 1350 City View Court square foot in size with associated parking, Under Construction Parcel#20-22-28-4238-00-011 utilities, drainage, landscaping, and irrigation 0.90 acres requirements. Commission District 3-Richard Firstner INSPIRATION TOWN CENTER AND LUXURY HOMES 820 Tomyn Blvd Large Scale Preliminary/Final Site plan,90 Pre-Construction meeting Parcel#30-22-28-0000-00-017 luxury townhouses,with four commercial Marchm Maguire Road buildings consisting of a preschool,with 28 .Approved for Const Parcel#30-22-28-0000-00-004 office and retail space Construction. 16.87 acre Commission District 3-Richard Firstner LEGACY LIFESTYLES SENIOR HOUSING OF OCOEE 934 Roberson Road 3-story 112,259 square foot Assisted Living Approved for construction on Parcel#31-22-28-0000-00-051 Facility on 6.77 acre Parcel 1 February 10, 2018. 17.05 acres Commission District 3-Richard Firstner MAGUIRE AND HWY 50 RETAIL 11010 W Colonial Drive Parcel#30-22-28-0000-00-032 (2)two one-story Retail buildings 6,910 11030 W Colonial Drive square feet and 7,912 square feet Under Construction Parcel#30-22-28-0000-00-020 7.87 acres Commission District 3-Richard Firstner OCOEE BUSINESS PARK, PHASE 1, LOT 1 576 Ocoee Business Pkwy. Small Scale Final Site Plan, Proposed Parcel#18-22-28-6139-01-000 32,652 Industrial/Commercial building Under Construction 2.93 acres Commission District 3-Richard Firstner OCOEE BUSINESS PARK, PHASE 2, BUILDING 100 Large Scale Final Site Plan, 105,663 SF Maguire Road. Industrial Warehouse Under Construction Parcel#18-22-28-0000-00-026 0.33 acres Commission District 3-Richard Firstner OCOEE BUSINESS PARK, PHASE 2, BUILDING 200 Maguire Road. Large Scale Final Site Plan, 144,000 SF Parcel#18-22-28-0000-00-026 Industrial Warehouse Under Construction 0.33 acres Commission District 3-Richard Firstner OCOEE BUSINESS PARK, PHASE 2, BUILDING 300 Maguire Road. Large Scale Final Site Plan,405,596 SF Parcel#18-22-28-0000-00-026 Industrial Warehouse Under Construction 0.33 acres Commission District 3-Richard Firstner OCOEE VILLAGE Large Scale Final Site Plan, Proposed four Franklin Street (4)Two-Story Buildings with 39,100 SF Approved for Construction on Parcel#18-22-28-0000-00-025 Office Space and 33,100 SF Retail. August 29,2018 5.77 acres Approved Clear and Grub Permit Commission District 3-Richard Firstner THE PARK AT 429, BUILDING 100 549 East Crown Point Rd. Large Scale Site Plan for 109,400 sf, 2 Story Parcel#13-22-27-6649-01-000 Office Building. Under Construction 4.48 acres Commission District 3-Richard Firstner PET PARADISE RESORT 1175 Tomyn Road Small Scale Site Plan for a Pet Resort and Parcel31-22-28-0000-00-050 Retail Restaurant 8.12 a Under Construction 8.12 acres Commission District 3-Richard Firstner SYSCO 200 Story Road Parcel#19-22-28-0000-00-028 Small Scale Site Plan for a Food Distribution 210 Story Road Facility Under Construction Parcel#19-22-28-0000-00-039 30.89 acre property at. Commission District 3-Richard Firstner VERMEER TRINITY 2nd Review Comments sent 441 Palm Drive Large Scale Preliminary/Final Site Plan from January 7, 2019; P&Z Meeting Parcel#18-22-28-0000-00-012 Barrios Engineering proposed 3-buildings October 9, 2018; ; Approved at 432 Ocoee Apopka Road that will include a Retail store,a Shop and December 4,2018 City Parcel#18-22-28-0000-00-097 Warehouse storage Commission; awaiting 8.68 acres resubmittal for 3rd Review Commission District 3-Richard Firstner WAFFLE HOUSE 1050 South Bluford Ave Commercial-Restaurant-Waffle House Approved for Construction on Parcel#20-22-28-6156-02-000 around 1,881 square foot in size January 24, 2019;Awaiting Pre- 0.63 acres Construction Meeting Commission District 3-Richard Firstner ..; - Istrl Iver III Project Name & Stat General Location Project Dn �escri tio ARDEN PARK NORTH PHASE 3A AND AMENITY CENTER 9723 Clarcona Ocoee Road Large Scale Final Site Plan,27 single family Parcel#04-22-28-0000-00-001 lots and amenity center Under Construction 22.88 acres Commission District 4- George Oliver III ARDEN PARK NORTH PHASE 3B 9723 Clarcona Ocoee Road Large Scale Final Site Plan,89 single family Parcel#04-22-28-0000-00-001 homes Under Construction 22.88 acres Commission District 4- George Oliver Ill ARDEN PARK NORTH PHASE 4A 9723 Clarcona Ocoee Road Large Scale Preliminary/Final Subdivision Parcel#04-22-28-0000-00-001 Plan, 90 single family homes Under Construction 22.88 acres Commission District 4- George Oliver III ARDEN PARK NORTH PHASE 1st Review Comments sent 4B January 23, 2019; P&Z 9723 Clarcona Ocoee Road Large Scale Preliminary/Final Subdivision February 12,2019; City Parcel#04-22-28-0000-00-001 Plan, 122 single family homes Commission meeting April 16, 22.88 acres 2019:awaiting resubmittal for Commission District 4- George Oliver III 2nd Review ARDEN PARK NORTH PHASE 5 1st Review Comments sent 9723 Clarcona Ocoee Road January 24, 2019; P&Z 7el#0-22- Ocoee Road 01 Large Scale Preliminary/Final Subdivision February 12, 2019; City P22.88 acres Plan, 89 single family homes Commission meeting April 16, Commission District 4- George Oliver III 2019: awaitng resubmittal for nd 2 Review CIARA PLACE(F.K.A. VILLA Approved at May 15, 2018 City ROMA) Large Scale Preliminary/Final Subdivision Commission Meeting; 5th 2121 North Clarke Road g ry Review Comments sent on Parcel#04-22-28-0000-00-048 Plan November 6, 2018;Awaiting 21.05 acres resubmittal for 6th Review Commission District 4-George Oliver Ill CITY CENTER WEST ORANGE Clear and Grub permit for 3 parcels 1. Lot 5 behind RaceTrac 362 Main Street 2. North side of Maine street Tree and Brush Removal for Parcel#20-22-28-0000-00-021 3. Maguire Road north of Colonial Future development 15.83 acres Drive and behind the Fairfield Inn Commission District 3-Richard Firstner Hotel CITY CENTER WEST ORANGE 251 Main Street 1St Review comments sent out Parcel#20-22-28-0000-00-015 Small Scale Site Plan September 29, 2018 11.92 acres Commission District 3-Richard Firstner CLRM PUD 44 W.McCormick Road Under 3rd review; Planning& Parcel#33-21-28-0000-00-007 Comprehensive Plan Amendment, Zoning meeting April 9,2019; 100E McCormick Road Annexation & Initial Rezoning to a low City Commission meeting 1st Parcel#34-21-28-0000-00-022 density residential future land use reading Public Hearing 3201 Trout Lake Road designation and zoning classification to PD Transmittal for the CPA April Parcel#33-21-28-0000-00-020 16, 2019 212.30 acres Commission District 4-George Oliver Ill OCOEE LANDINGS 1910 E.Silver Star Road Parcel#16-22-28-4532-00-141 Revision of Final Subdivision Plan for 50 1842E Silver Star Road single family dwelling units Under Construction Parcel#16-22-28-4532-00-140 21.53 acres Commission District 4-George Oliver Ill OCOEE LANDINGS PLAT 1910 E.Silver Star Road Parcel#16-22-28-4532-00-141 Approved at the March 19th City 1842 E Silver Star Road Plat Review for 50 lots Commission Meeting; Recorded Parcel#16-22-28-4532-00-140 on March 25,2019. 21.53 acres Commission District 4-George Oliver Ill OCOEE RESERVE(fka Silver Star Road PUD) Approved at the February 5, Ocoee Reserve Court Plat Review for 51 lots 2019, City Commission Parcel#15-22-28-6151-00-003 Meeting. 10.9 acres Plat recorded February 7, 2019 Commission District 4-George Oliver Ill OCOEE RESERVE(fka Silver Star Road PUD) Ocoee Reserve Court Large Scale Final Site Plan-43 Single Parcel#15-22-28-6151-00-003 Family lots Under Construction 10.9 acres Commission District 4-George Oliver Ill O m = a) O a) N fd ft 0 13 ft U 13 3' N fli 0) C)) U (0 W a) a) 17)ey O m . 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