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09-09-2014 Agenda Packet
Mayor S. Scott Vandergrift City Manager Robert Frank 000( C_ florida PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) SEPTEMBER 9, 2014 I. CALL TO ORDER A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum ILCONSENT AGENDA AGENDA Commissioners John Grogan, District 1 Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 A. Minutes of the Planning and Zoning Commission Meeting held June 10, 2014 Ill. OLD BUSINESS IV. NEW BUSINESS A. Arden Park North Phase 2 Public Hearing 1. Preliminary/Final Subdivision Plan B. Casa Mirella Phase V Public Hearing 1. Preliminary/Final Site Plan C. Kids Community College Charter School Public Hearing 1. Special Exception V. MISCELLANEOUS A. Project Status Report B. September Calendar VI. ADJOURNMENT Principal Planner Fabre City Planner Rumer City Planner Rumer 7:00 PM NOTE: Regular Planning and Zoning Commission meetings take place on the second Tuesday of every month at 7:00 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. City of Ocoee • 150 North Lakeshore Drive • Ocoee, Florida 34761 phone: (407) 905-3100 • fax: (407) 905-3167 • www.ocoee.org ve DRAFT MINUTES OF THE PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY MEETING HELD TUESDAY, JUNE 10, 2014 CALL TO ORDER Chairman Campbell called the meeting to order at 7:00 p m. Following a moment of silent meditation and the Pledge of Allegiance to the Flag, a quorum was declared present. PRESENT: Chairman Campbell, Members de la Portilla, Dillard, Dunn, Keethler, Sills, and West. Also present were City Planner Rumer, Assistant City Attorney Drage and Recording Clerk Turner ABSENT: Member(s): Vice -Chairman McKey (A/E) and Member Marcotte (A/E) CONSENT AGENDA Minutes of the Planning and Zoning Commission Meeting held on Tuesday, March 11, 2014. OLD BUSINESS - none Chairman Campbell began the meeting by explaining that all proceedings shall be governed by the Civility Code. He welcomed and thanked the residents for attending the meeting. Sprina Lake Reserve PUD — Preliminary/Final Subdivision Plan Principal Planner Fabre gave a brief presentation with exhibits of the proposed project. The subject property is located on the south side of A.D. Mims Road directly across from the City's Beech Recreation Center. The subject site is approximately 43.21 acres in size of which 17.56 acres are uplands and 25.65 acres are wetlands/surface water. The subject site is currently undeveloped with a variety of trees, wetlands and 100-year floodplain areas. The Future Land Use designation for the subject site is "High Density Residential" which allows up to 16 dwelling units per acre. The Spring Lake Reserve Preliminary/Final Subdivision Plan (PSP/FSP) is a residential subdivision that proposes a total of 79 single-family detached residential lots with a requested net density of 4.52 units per acre. It should be noted that the PUD was approved for 99 lots; therefore, the net density and overall development impact is less than what was anticipated in the PUD Land Use Plan. The PSP/FSP is proposed to have a neo-traditional neighborhood design concept similar to The Villages of Wesmere. These Planning and Zoning Commission Meeting June 10,2014 include on -street parallel parking, park muse, reduced setback requirements and residential lots with rear loading alleys. The subdivision is proposed to be gated with the residential streets and alleyways owned and maintained by the homeowners association. During the PUD public hearings, the Applicant/Developer was agreeable in extending the eastern PVC fence south along the adjacent subdivision recreational area, and a flashing pedestrian crossing sign on A D Mims Road both of which are now shown on the plans. The PUD Land Use Plan allowed for an internal roadway along the eastern border This internal roadway has become significantly shorter. There were also three (3) home lots that encroached on the wetlands; these lots were removed from the plans. Finally, environmental and wildlife concerns were raised during the PUD public hearings. The Applicant/Developer was agreeable to order a re -inspection of the site On May 6, 2014, an environmental re -inspection of the site was conducted by Bio-Tech and SJRWMD. During this inspection no endangered species were noted As a result, the Preliminary/Final Subdivision Plan as proposed is consistent with the approved PUD. The Development Review Committee (DRC) met on June 2, 2014, and voted to recommend approval of the project, subject to the resolution of the remaining staff comments. Discussion Member Keethler inquired the nature of the staff comments. Mr. Fabre explained that they are administrative, clean-up items that are technical in nature. The public hearing was opened. The applicant, Richard Wohlfarth, approached the podium and asked to address any issues the residents may have once the board has heard their concerns The chairman conceded. Valerie Daily, 1732 Sparkling Water Circle, inquired from Mr. Wohlfarth if the Spring Lake Reserve subdivision fence will be erected prior to the construction of the development. Mr. Wohlfarth responded that once the land is cleared, the fence will be put up. The public hearing was closed. Member Keethler opined that the developer has addressed many of the issues raised during the PUD public hearing, also notable was the environmental re -inspection of the site. Planning and Zoning Commission Meeting June 10, 2014 Commission meeting. Motion carried unanimously. Westvn Bav Commercial — Rezonina to PUDILand Use Plan City Planner Rumer gave a brief presentation with exhibits of the proposed project. The subject property is located on the southwest corner of Ocoee Crown Point Parkway and Ocoee Apopka Road. The Future Land Use designation for the subject site is "Commercial". The rezoning to PUD is required to introduce the residential density. The Westyn Bay Commercial PUD Land Use Plan will consist of 20.85 acres, with a mixed use development consisting of 9.88 acres of residential and 6.59 acres of commercial. The residential portion of the project is proposed at a maximum of 44 dwelling units. The subdivision will be gated with private streets. The commercial portion will consist of 6.59 acres of C-2 (Community Commercial) uses. Access to the commercial out parcels will be via left-hand turn on Ocoee Crown Point Parkway and right-in/outs on Ocoee Apopka Road. The applicant is proposing two waivers with the requested PUD Land Use Plan. The first waiver is from the requirement in the Comprehensive Plan that allows lands with a commercial land use to provide medium and high residential density in a mixed use development. The applicant is requesting a waiver to allow a minimum of 4 dwelling units an acre. The second waiver is from Table 5-1 Permitted Use Regulations to allow drive in restaurants within two hundred (200) feet from a residential property. The reason for the waiver is because of the mixed use requirement of the PUD; the residential lots will be less than 200 feet from the commercial out parcels. Member Keethler expressed his concern with the entrance to the commercial property across from the townhomes. He continued by saying that school traffic is very heavy, and providing an entrance to the commercial property in that location may prove to be problematic. Mr. Rumer stated the road was designed and engineered to service a full commercial property. The actual amount of trips with the new proposed site will be diminished due to the residential portion of the development. Member Dillard inquired if a traffic study was conducted for this project. Mr. Rumer stated not with the PUD; however, a traffic analysis was conducted prior to the development of Westyn Bay. That traffic analysis took into consideration that the subject parcel was zoned straight commercial. A new traffic analysis will be conducted upon the new subdivision plan and site plan Planning and Zoning Commission Meeting June 10, 2014 Discussion The public hearing was opened Tom Sullivan, with GrayRobinson, P A., attended on behalf of the property owner, Ocoee Land Trust. He explained that the property received a variety of interest, and they feel as though mixed -use development is the best fit for the area. Member Keethler inquired regarding the entrance to the commercial portion of the property Mr. Sullivan explained that an operational analysis will be conducted, however, as Mr. Runner explained in the prior discussion, the road was designed and engineered for the property to be zoned straight commercial. Discussion ensued regarding the conflicts the commercial entrance may cause. Mr. Ramer explained that Ocoee Crown Point Parkway will be extended to, and will connect back to Ocoee Apopka Road. This will help alleviate some of the traffic trips. Further discussion ensued regarding the ingress/egress to the commercial property and the conflicts this may cause. Mr. Keethler inquired regarding the types of commercial development Mr. Sullivan stated he does not want to speculate, but there has been interest from different retailers. Mr. Keethler asked about the types of homes that will be developed and their price point. Mr. Sullivan explained there has been interest from developers, but at this time, there is nothing set in stone. Mr. Ramer explained that when this project is in the residential preliminary subdivision plan phase, the City will require home elevations for the housing product. The public hearing was closed. Member Keethler stated that he intends to vote for approval of this project, however, for the record, he has a concern with the commercial entrance off of Ocoee Crown Point Parkway and hopes that staff and the developer will address this issue. Member Sills stated the property was intended to be zoned straight commercial, and if kept as straight commercial, the traffic would be a lot heavier than the proposed mixed - use. Planning and Zoning Commission Meeting June 10, 2014 lalesia Cristiana Sendero de Luz Plan — Special Exception City Planner Rumor gave a brief presentation with exhibits of the proposed project. The applicant is requesting a Special Exception to allow the use of three (3) modular buildings to be used as accessory buildings for church use. The subject property is located on the east side of Ocoee Apopka Road, 350 feet north of the intersection of Silver Star Road and Ocoee Apopka Road. The Iglesia Cristiana Sendero De Luz Church consists of a sanctuary and three detached classrooms on 2.25 acres. The Future Land Use classification for this entire property is "Commercial" and the current zoning classification is "C-2" Community Commercial. The subject property received an approved site plan (First Spanish Assembly of God) in 2002 The master plan included three phases. Phase one included a sanctuary, associated parking, and stormwater improvements. Phase two includes a future sanctuary addition and classroom space. Phase three provided for additional parking. The application for Special Exception is to amend the existing church master plan. The church obtained three portables for additional classroom space Per the special exception plan, the applicant is requesting to phase the development. The applicant is asking that the modular buildings be used on site for 10 years; however, staff recommends for a period of seven years with an option for a three year extension. He explained staff recommendation by the general lifetime of a portable. Chairman Campbell inquired the proposed use of the portables Mr. Rumor stated they will be used for Wednesday and Sunday classes. Member Sills inquired how long the portables have been on site. Mr. Rumor stated the applicant initiated the process one year ago, and the portables have been on site for approximately 1.5 years. Member Sills commented that he inspected the portables and they did not appear to be new. Planning and Zoning Commission Meeting June 10, 2014 Discussion The public hearing was opened. Kenneth Leeming, 4767 New Broad Street, Orlando, attended the meeting on behalf of the church. He explained that the application process has taken some time as the church was trying to secure financing. Member Sills inquired the age of the portables. Mr. Learning explained that he is not sure of the age of the portables. He continued by saying the portables were acquired by Orange County Public Schools (OCPS), and finds that they are structurally sound and have been well kept. Member Sills inquired the life expectancy of the portables. Mr. Leeming guessed they could serve an additional ten to fifteen years. Mr. Runner explained that the existing units are inspected by the Fire Inspector for fire items on an annual basis; therefore, he feels comfortable with recommending seven years with an option for a three year extension Chairman Campbell inquired if after the ten years, an extension is requested by the applicant, would the project come before the Planning and Zoning Commission. Mr. Rumer answered in the affirmative The public hearing was closed staff comments. Motion carried unanimously. 19`" Joint Planning Area Agreement Amendment City Planner Runner gave a brief presentation with exhibits of the proposed project. The Joint Planning Area agreement (JPA) was established with Orange County on February 11, 1994. The agreement provides for annexation boundaries, Land Use designations, and notification requirements. Orange County currently has a JPA with the City of Ocoee and City of Winter Garden The JPA amendment requested by the applicant includes changes to the JPA Future Land Use designations of lands. The existing approved Land Use Map in the agreement has the two subject parcels identified as tow Density Residential (LDR). The request is to change the parcels to High Density Residential (HDR). Planning and Zoning Commission Meeting June 10, 2014 The subject parcel is located on the north side of Orlando Avenue and east of South Lakewood Avenue. A portion of the original property is where the new Ocoee Elementary School is being constructed. The subject property is currently used as a blueberry farm with the original residence still located on site. There is not a proposed development proposal before the City at this time If the JPA Land Use Map is amended as requested, the property is not given any zoning or land use entitlements. The proposed JPA amendment requested by the applicant consists of changing the JPA Future Land Use designation on 16 +/- acres from Low Density Residential (Four DU/Acre) to High Density Residential (8-16 DU/Acre). In order to propose any development other than what is permitted under the LDR land use, the following steps must take place: a. The property must first be annexed into the City. Annexation is done by a process that requires two public hearings and an additional hearing for the reading of the ordinance, b. An application for a Large Scale Land Use Amendment and rezoning must be made. The process for a Large Scale Land Use Amendment and rezoning requires two public hearings before transmitting the case to the State of Florida Planning Agency, Florida Department of Transportation, Orange County, East Central Florida Regional Planning Council, Winter Garden, Windermere, and Apopka for review and comment, c. After the review period of 90-120 days, the land use can be adopted or denied in a third and final public hearing Mr. Rumer explained that Orlando Avenue is a collector road that is programmed to run at a level of service of 14,000 trips per day. In July 2010, a traffic analysis was conducted and 4,500 daily trips were recorded. Orange County conducted a study last year 120131 that concluded approximately 7,000 daily trips. He continued to explain the property is adjacent to institutional and high density properties; the good, developable land was taken/sold. The remaining property has a 30- foot drop from the corner, down to the lake. The City of Ocoee's high density zoning allows for 16 dwelling units per acre, Orange County's high density zoning allows for 50 dwelling units per acre. Discussion The public hearing was opened Planning and Zoning Commission Meeting June 10, 2014 The following residents voiced their concerns regarding the Spring Lake Reserve project: • Elizabeth Osborne, 108 Miller Court • Janet Osborne, 701 Stinnett Drive • Steve Marbais, 716 East Lakeshore Drive • Dave Denmark, 610 Gallego Avenue • Michael Smarrito, 602 East Lakeshore Drive • Bruni Massa, 611 East Lakeshore Drive • Karen Berggrein, 507 East Lakeshore Drive • Rhys Dervan, 710 Vandergrift Drive • Julie Salvo, 445 West Amelia Street, Orlando, attended on behalf of Orange County Public Schools. She provided the Board with a letter regarding the litigation between OCPS and Tom West, Inc. (Attachment A) • Doug Nachtsheim,610 East Lakeshore Drive • Sally Miller, 709 East Lakeshore Drive • Dave Perez, 400 Orlando Avenue, 9-C • Margaret Rushing, 402 Orlando Avenue, 4-C • John Barton, 400 Orlando Avenue • Linda Marsh, 402 Orlando Avenue • Lavern Nielson, 603 East Lakeshore Drive Some of the shared concerns and comments from the residents included: • Adding a high density development will overcrowd schools. • Traffic will increase on Orlando Avenue • Heavy traffic will have a negative impact on an already fragile road [Orlando Avenue]. • Drainage into the lakes will further pollute the lakes. • The safety and security of the residents in the Sleepy Harbor Condominiums will be in question as many are senior citizens. • The safety and security of the school children will be in question. • Crime will increase. • There will be storm drainage issues. • The quality of the fish in the lakes is already poor and will continue to be exhausted • The lakes will become overcrowded. • Apartments attract transient groups • Development should be more in -line with the surrounding area - single-family residences. • There will be an increase in noise level. Planning and Zoning Commission Meeting June 10, 2014 Mr. Rumor addressed the concerns and comments: There is a drainage improvement project in the works for Orlando Avenue, and there will be a dedicated right lane for the elementary school. Currently, a capacity enhancement agreement was approved for 550 students for a local development; this shows the school has plenty of capacity. However, if approved, the project will have to go through a capacity enhancement agreement. Regarding traffic on Orlando Avenue — In July 2010, a traffic analysis was conducted and 4,500 daily trips were recorded. Orange County conducted a study last year [2013] that concluded approximately 7,000 daily trips. The road was designed for approximately 14,000 trips. However, the development will require a traffic study to be conducted, and if the report shows over 14,000 trips, the project will require mitigation. Member de to Portilla inquired if the landowner has the option to stay in Orange County Mr. Rumor answered affirmatively, and explained that any further development will require the property owner to annex into the City in order to obtain water and sewer. If the applicant applied with Orange County for a land use amendment. the City would object as it would not meet the City's JPA. Further discussion ensued regarding the process. Member de la Portilla inquired if the property stayed in Orange County, and requested a zoning for medium density, what action would the City take. Mr. Rumor explained that the City looks at the impact to the concurrency issues, and ensures they will be addressed under the Orange County proposal. However, they will still need to be annexed into the City for water and sewer. Scott West, 888 Ocoee Apopka Road, approached the podium and explained that he runs the blueberry field He continued by saying they do not intend to develop the property, and wish to keep it as a blueberry field as long as they can. However, they want to be well prepared in the event that OCPS wants to take more of their property. Chairman Campbell entered into the public record that the Board received sixteen letters/e-mails opposing the 1gth JPA Amendment; the letters/e-mails will become a part of the permanent record and available for review at the City Clerk's Office. Member West stated that this item poses a conflict of interest, therefore, he will abstain from voting (completed Form 88). He stated that there is a misconception regarding plans of building an apartment complex; the intent is to keep the property as a blueberry farm. The conflict arose because OCPS acquired some of the property via condemnation. He continued by saying that the City stated that for the long term, the best use for the property is high density. Also, an appraisal of the property showed that a zoning designation of high density residential is the best use of the land. Based on this, he asked that OCPS compensate them for the land with a high density residential zoning; however, OCPS did Planning and Zoning Commission Meeting June 10,2014 not do so. He explained that the money would be used to enhance the farm. At this time, the only alternative is to request a JPA amendment. Member Dunn inquired if the litigation between Tom West, Inc. and OCPS is regarding the property that was already purchased by OCPS. Member West replied that the litigation is over the land that OCPS already acquired via condemnation. The public hearing was closed. Member Keethler inquired if the JPA Land Use Map is amended, does the applicant need to continue with the development process, (e.g. annexation, large scale land use amendment and rezoning, etc ) Mr. Rumor explained that the next steps in the process do not need to follow the JPA amendment; the process can end with the JPA amendment. Mr. Rumor provided a lengthy explanation regarding all steps involved in order to propose any development. He also explained the differences between the City's and Orange County's residential density classifications. Member Keethler requested an example of a JPA amendment where a high density property is adjacent to a school. Mr. Rumor explained that Westbrooke Elementary School is adjacent to the Villages of Wesmere Townhomes and the future Skorman apartment project. Member de to Portilla inquired the amount paid to the applicant by OCPS for the condemned land. Assistant City Attorney stated she cannot address the question as she is not involved in the litigation, and inquiring from Ms. Salvo [OCPS representative] would require the Board to reopen the public hearing Member de Is Portilla asked if the City collects taxes on the property, and if the property benefits from agricultural tax exemptions. Mr. Rumor stated the City does not collect taxes on the property. Member de Is Portilla inquired if annexed, would the City collect taxes. Mr. Rumor explained that the City would collect non ad valorem taxes. Mr. West stated the property does quality for agricultural exemptions. Further discussion ensued regarding the litigation between Tom West, Inc. and OCPS. Member de Is Portilla inquired how much acreage was condemned. Mr. West responded, "6 3 acres' Member Dillard commented that the residents want to be assured that the land will be kept as a blueberry farm. Mr. West responded that is the intent, but wants to continue with the JPA amendment process. Chairman Campbell opined that the process is a very lengthy one. He informed the public that the Planning and Zoning Commission only recommends to the City Commission 10 Planning and Zoning Commission Meeting June 10, 2014 Member de la Portilla stated that he is not in support of the 19'h JPA Amendment. His children attend OCPS, and as a City resident and tax payer, he has to look out for the best interest of the residents and OCPS. Mr. West responded the City stated that for the long term, the best use for the property is high density. Also, an appraisal of the property showed that a zoning designation of high density residential is the best use of the land MISCELLANEOUS Mr. Rumor informed the board that there are only a couple annexations coming up, and does not feel this will warrant holding a Planning and Zoning Commission meeting in July. Project Status Report Mr. Rumer stated that potentially, there will be three different developments in Target Area 2, between Bluford and Blackwood Avenue (around Lake Bennett). ADJOURNMENT The meeting adjourned at 9:26 p.m. ATTEST: APPROVED: Diana Turner, Recording Clerk Bradley Campbell, Chairman FORM 813 MEMORANDUM OF VOTING CONFLICT FOR COUNT`(, MUNICIPAL, AND OTHER LOCAL PUBLIC OFFICERS ON ❑ OTHER LOCALAGENCV 0 ELECTIVE N APPOINTI/E WHO MUST FILE FORM 8B This form is for use by any person serving at the county, city, or other local level of government on an appointed or elected board, council, commission, authority, or committee It applies to members of advisory and non -advisory bodies who are presented with a voting conflict of interest under Section 112.3143, Florida Statutes. Your responsibilities under the law when faced with voting on a measure In which you have a conflict of interest will vary greatly depending on whether you hold an elective or appointive position For this reason, please pay close attention to the Instructions on this form before completing and filing the form, INSTRUCTIONS FOR COMPLIANCE WITH SECTION 112.3143, FLORIDA STATUTES A person holding elective or appointive county, municipal, or other local public office MUST ABSTAIN from voting on a measure which would inure to, his br her special private gain or loss Each elected or appointed local officer also MUSTABSTAIN from knowingly voting an a measure which would inure to the special gain or loss of a principal (other than a government agency) by whom he or she Is retained (Including the parent, subsidiary, or sibling organization of a principal by which he or she is retained), to the special private gain or lass of a relative; or to the special private gain or loss of a business associate Commissioners of community redevelopment agencies (CRAB) under Sec 163 356 or 163357. F.S., and officers of independent special tax districts elected on a one -acre, one -vote basis are not prohibited from voting in that capacity. For purposes of this law, a "relative" includes only the officer's father, mother, son, daughter, husband, wife, brother, sister, father-in-law, mother-in-law, son-in-law, and daughter-in-law A "business associate" means any person or entity engaged in or carrying on a business enterprise with the officer as a partner, joint venturer, coowner of property, or corporate shareholder (where the shares of the corporation are not listed on any national or regional stock exchange). ELECTED OFFICERS: In addition to abstaining from voting in the situations described above, you must disclose the conflict PRIOR TO THE VOTE BEING TAKEN by publicly stating to the assembly the nature of your Interest In the measure on which you are abstaining from voting, and WITHIN 15 DAYS AFTER THE VOTE OCCURS by completing and filing this form with the person responsible for recording the minutes of the meeting, who should incorporate the form In the minutes. APPOINTED OFFICERS: Although you must abstain from voting in the situations described above, you are not prohibited by Section 112 3143 from othenvrse participating In these matters However, you must disclose the nature of the conflict before making any attempt to Influence the decision, whether orally or in writing and whether made by you or at your direction IF YOU INTEND TO MAKE ANY ATTEMPT TO INFLUENCE THE DECISION PRIOR TO THE MEETING AT WHICH THE VOTE WILL BE TAKEN. • You must complete and file this form (before making any attempt to influence the decision) with the person responsible for recording the minutes of the meeting, who will Incorporate the form in the minutes (Continued on page 2) CE FORM BB - EFF. 11Y 013 Ynut'I Adopted by reference In Rule 34-7.010(1)(1, FA C APPOINTED OFFICERS (continued) • A copy of the form must be provided immediately to the other members of the agency. • The form must be Mad Publlply at the next meeting after the form is filed IFYOU MAKE NO ATTEMPTYO'INFLUENaL THE BECISION EXCEPT BY DISCUS$IONATTHE MEETING ' You must disclose orally the nature of your conflict in the measure before participating. ,. You must complete the form and file R within 15 days after the vote occurs with ill person responsible for recording the mipuias of the meeting, who must incorporate the form in the ni r\c6py of the form must be provided Immediately to the other members of the agency, and the forth must be read publicly at the nextrreetmg after the form is fled, DISCLOSURE OF LOCAL OFFICER'S INTEREST 7, //!0/7/F7./e/,,hereby disrlose that on NltA7G. ,20 (a)A easure came or will come before my agency which (check one or more) / inured to my special private gain or loss; inured to the special gain or loss of my business associate, inured to the special gain or loss of my relative, inured to the special gain or loss of whom I am retained; or inured to the special gain or loss of is the parent subsidiary, or sibling organization or subsidiary of a principal which has retained me (b) The measure before my agency and the nature of my conflicting interest in them sure is as follows' by which If disclosure of specific information would violate confidentiality or privilege pursuant to law or rules governing attorneys, a public officer, who is also an attorney, may comply with the disclosure requirements of this section by disclosing the nature of the interest in such a way as to provide the public with notice of the conflict L - t0 - Iy Date Filed Signature NOTICE. UNDER PROVISIONS OF FLORIDA STATUTES §112 317, A FAILURE TO MAKE ANY REQUIRED DISCLOSURE CONSTITUTES GROUNDS FOR AND MAY BE PUNISHED BY ONE OR MORE OF THE FOLLOWING: IMPEACHMENT, REMOVAL OR SUSPENSION FROM OFFICE OR EMPLOYMENT, DEMOTION, REDUCTION IN SALARY, REPRIMAND, OR A CIVIL PENALTY NOT TO EXCEED $10,000. I GE FORM eB- EFF. 11I2013 PAGE 2 Adopted by a0boxea, m Rule 34-7 010(1)(fl, FA C. ITEM NUMBER IV. A. PUBLIC HEARING ARDEN PARK NORTH PHASE 2 PRELIMINARY/FINAL SUBDIVISION PLAN �\LIvor S. Scott. A"andcrrift ("ltv MZ111 eI. Robert Fr ink 14INN '10� florid❑ STAFF REPORT TO: The Planning and Zoning Commission FROM: J. Antonio Fabre, AICP, Principal Planner DATE: September 4, 2014 0111111C',, .John Ciro"'nn, Di:�tl l t. I Y;,�i�uz�111 Witsell, Dj,;;11.1,11 R11 tt .Johnaon. District :1 .)o1�J I''. l�cllc�r, Distri��t I SUBJECT: Arden Park North Phase 2 Preliminary/Final Subdivision Plan - Project # LS-2013-003 ISSUE: Should the Planning & Zoning Commission recommend approval of the Preliminary/Final Subdivision Plan for Arden Park North Phase 2? BACKGROUND: The Arden Park PUD (Planned Unit Development) 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 2 is the southern 85.45 acres of this parent parcel of which 10.34 acres are wetlands/Lake Sims. The subject site is currently undeveloped with mostly planted pine trees, wetlands and 100-year floodplain areas. The Future Land Use Map designates the property as "Low Density Residential", with an area around Lake Sims designated as "Conservation/Floodplains". The table below references the future land uses, zoning classifications and existing land uses of the surrounding parcels: Direction JPA Future Land Use Jurisdiction/ Zoning Existing Land Use Classification North Low Density Residential, City of Ocoee / Planned Undeveloped northern Phases of the Conservation/Flood lains Unit Develo ment "PUD" Arden Park PUD / Lake Sims East Low Density Residential City of Ocoee / Planned Vacant Undeveloped Properties Unit Development "PUD" Oak Trail Reserve PUD South Low Density Residential City of Ocoee / Planned Phase 1 of the Arden Park PUD Unit Development "PUD" Arden Park South West Low Density Residential Orange County / Single -Family Residential / A riculture "A-1" Assisted Living Facility Joan's Villa The Arden Park North Phase 2 Preliminary/Final Subdivision Plan (PSP/FSP) is consistent with the Comprehensive Plan, the Land Development Code (LDC), and the requirements of the The Planning and Zoning Commission Meeting Date September 9, 2014 Page 2 of 3 Arden Park PUD. It should be mentioned that the PUD phase boundaries were slightly adjusted to meet the practical requirements of this request. DISCUSSION: The Arden Park North Phase 2 PSP/FSP is a residential subdivision that proposes a total of 205 single-family residential lots with a resulting net density of 2.73 units per acre. In addition, Arden Park North Phase 2 PSP/FSP is proposed to be constructed in two sub -phases (A & B). The minimum residential lot standards are (121) 45 feet by 120 feet, (81) 65 feet by 120 feet and (3) 75 feet by 120 feet. The 45 feet wide lots will have a front setback of 20 feet, side setback of 5 feet, and a rear setback of 20 feet. The 65 feet wide lots will have a 20 feet front yard setback, 7.5 feet side yard setback, and a 20-feet rear yard setback. The 75 feet wide lots will have a 25 feet front yard setback, 7.5 feet side yard setback, and a 20-feet rear yard setback. All corner lots in the development lots will be required to maintain a 20 feet setback from the side streets. All streets in Arden Park North will be private and gated, with the road network contained in tracts that will be owned and maintained by the homeowners association. Phase 2 of the Arden Park North will have one main access point until the later phases develop. The main access point will be located on the southern portion of the property that is adjacent to Clarcona-Ocoee Road. Accordingly, this access point will line up with the main access point of the existing Arden Park South (Arden Park PUD Phase 1) subdivision. The Arden Park North Phase 2 PSP/FSP proposes a 6' high cementitious (or precast) wall system, metal lattice fence (to create green wall sections) with columns, and associated buffer plantings along the portions of the development that front Clarcona-Ocoee Road and the eastern property boundary. Along the western property boundary a 6' high PVC fence will be provided per PUD requirements. The wall and PVC fence will be provided in tracts that will be owned and maintained by the homeowners association. The Arden Park North Phase 2 PSP/FSP proposes several amenities for this phase of the development. The first of these amenities are a playground, benches, picnic tables and a walking path will be provided within the community park (Tract C). The other major amenity that will be provided is a walking path/workout circuit around the portion of the property that is adjacent to Lake Sims (Tract D). This walking path/workout circuit will eventually be constructed around the entire perimeter of Lake Sims. These areas and certain large tracts (Tracts B, E, F, G, J and K) will have walking paths, benches and existing trees targeted to be saved. There will also be a guard house at the main entry into the subdivision. The wetland area limits and buffers shown are in accordance with the approved SJRWMD (St. Johns River Water Management District) wetlands limits. The Applicant/Developer has worked with SJRWMD to have an approved master mitigation plan for Arden Park North. The mitigation plan is comprised of 51.17 acres of on -site wetland enhancement and 4.6 acres of upland buffer enhancement. The wetlands and upland buffers will be preserved via a conservation easement dedicated to the City of Ocoee and SJRWMD. It should be mentioned that there are a couple of small wetland areas (3.3 acres) that is programed to be impacted. Accordingly, a 25-foot upland buffer will be provided adjacent to all wetland areas and 100-year floodplains located on the property. It should be noted that a certain small portion of the floodplain buffer narrows to +/-16 feet but the overall average buffer width will be 90 feet. Moreover, no residential home lots will be on the 100-year flood plains. The Planning and Zoning Commission Meeting Date September 9, 2014 Page 3 of 3 The Applicant has proposed an onsite mitigation program which includes providing an enhancement plan for the wetland and floodplain areas around Lake Sims. An assessment of this area indicates areas of invasive/exotic vegetation within the wetland and floodplain areas of the lake. This plan details the removal of all invasive vegetation, and details replacement of such vegetation types. A maintenance program is proposed for the enhanced wetland and floodplain areas to ensure that these areas are free from invasive/exotic vegetation. Potable water and sewer services will be provided by Orange County. The City of Ocoee will provide solid waste services, reuse water, police and fire protection. Finally, the Applicant has requested no Waivers from the Land Development Code for this project phase. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on September 3, 2014, and reviewed the Preliminary/Final Subdivision Plan for Arden Park North Phase 2. There were several minor technical issues to be addressed from the City's Planning Division and Engineering Department that were summarized. There was some discussion on the projects development phases, lift station standards, crosswalks for school children, the landscape design for the perimeter landscaping and entry features. The Police Chief recommended using "Click2Enter" system for their entry gates. In order to facilitate this project, the Applicant agreed to receive formal review comments at a later date. When the discussion was finished, the DRC voted unanimously to recommend approval of the Preliminary/Final Subdivision Plan, subject to the resolution 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 2, subject to resolving any remaining staff comments before the City Commission meeting. Attachments: Location Map; Surrounding Future Land Use Map; Surrounding Zoning Map; Aerial Map; Preliminary/Final Subdivision Plan for Arden Park North Phase 2 stamped dated received by the City on August 21, 2014. LAKE SIMS I �p I I , -, Arden Park North Surrounding Zoning Map IR��pn dC.tq Ocaae Cammun6y nevelopmem Oepe00en1 � mm en�e 1 uao ron =150 0 .0 640 M Feel Printed January 2009 Subject Property Unincorporated Territory Emend Other Municipalties Low Density Residential Medium Density Residential M High Density Residential Professional Offices and Services Commercial Light Industrial Heavy Industrial Conservation/Floodplains 1111111 Recreation and Open Space Public Facilitles/Instilutional Lakes and Water Bodies ,. OCPA,,, b Map cP e� oro, �.a Rla BHZ:* L V, aL� SIC Rues '',�.1� ".,"�, �r"�C� fl':10 LOk inc- i'd7m#'�9 �" #VtargR'99@ a 'GRIo'd RoffIt �."ir# Lmu Toll Road Car alxaac#ao s u,t'Rali ' ti#tUP6 u!* Ta; 91ac'o, . v�'a:t3'�. '�,cS 1.010.ar�t ' coint^ ARDEN PARK NORTH PHASE 2 -. • �. 1111 11 11 CITY OF OCOEE, FLORIDA HARDSCAPE, LANDSCAPE & IRRIGATION CONSTRUCTION DOCUMENTS LANDSCAPE ARCHITECT Court Street Partners, LLC 733 W. Smith Street Orlando, FL 32804 Phone: (407) 256-2625 Contact: Todd Clements, RLA IRRIGATION DESIGNER Insight Irrigation, LLC 37130 Oak Lane Umatilla, FL 32784 Phone: (352) 434-5015 Contact: Aaron Smith CIVIL ENGINEER Dewberry/ Bowyer -Singleton 520 South Magnolia Ave Orlando, FL 32801 Phone: (407) 843-5120 Contact: Chris Grammier, PE PROJECT' Issued for Review Prepared • STANDARD l i' PACIFIC 444 /New EnglandSuite 224 Wi ter Park. Phone: (407) J • •ct: Stephen Polachel INDEX ID-01 INDEX SHEET REFERENCE SP-01 SITE PLAN KEY MAP HARDSCAPE HS-01 HS-02 HS-03 HS-04 HS-05 HS-06 HS-07 HS-08 HS-10 HS-11 HS-12 HS-13 LANDSCAPE LS-01 LS-02 LS-03 LS-04 LS-05 LS-06 LS-07 LS-08 LS-09 LS-10 LS-11 IRRIGATION IR-01 IR-02 IR-03 IR-04 IR-05 IR-06 IR-07 IR-08 IR-09 ID-1 IN-01 HARDSCAPE PLAN HARDSCAPE PLAN HARDSCAPE PLAN HARDSCAPE PLAN HARDSCAPE PLAN HARDSCAPE PLAN HARDSCAPE PLAN HARDSCAPE PLAN HARDSCAPE PLAN HARDSCAPE PLAN HARDSCAPE DETAILS HARDSCAPE FINISH SCHEDULE LANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE DETAILS & PLANT LIST LANDSCAPE SPECIFICATIONS IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION SPECIFICATIONS Ci L A GENERAL NOTES O PARKING LOTS GRADES 1, SEE GIVE. INfAINEERI7G DRAWINGS FOR GENERAL GRADING OF ME SITE, INCLUDING FINISH F ROADWAYS, SIDEWALKS, AND PLANTING AREAS 2. THE CONTRACTOR SHALL BECOME FAIWAR WITH THE PROJECT SITE PRIOR TO &WHO THE WORK. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND LOCATION OF PROPOSED WROVEMQNTS PRIOR TO INITIATING ANY CONSTRUCTION. 3. LOCATION OF ALL UTILITIES AND BASE NNORUATION IS APPROXIMATE. CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITIES AND OBSTRUCTIONS PRIOR TO HIT ATING WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OFANY DAMAGE TO EXISTING ELEMENTS ABOVE OR BELOW GROUND TO ITS ORIGINAL CONDITION AND TO ME SATISFACTION OF THE OWNER'S REPRESENTATIVE. 4. THE OWNER'S REPRESENTATIVE SHALL HAVE THE EVENT,. AT ANY STAGE OF THE OPERATIONS, TO REJECT ANY AND ALL WORK AND MATERIAL WHICH, IN HIS OPINION. DO NOT MEET WIN THE REQUIREMENTS OF THESE PLANS. AND SECflCATIOHS 5, ALL GRADES, DIMENSIONS, AND EASTV40 CONETION4 SHALL BE VERIFIED BY THE CONTRACTOR ON -SITE BEFORE CONSTRUCTION BEGINS. ANY DISCREPANCES SHALL BE BROUGHT TO THE ATTENTION O THE OWNERS REPRESENTATIVE. 6. CONTRACTOR SHALL VERFY ALL DIMENSONS AND CONDITIONS ON THE JOB SITE PRIOR TO START O CONSTRUCRN AND/OR FABRICATION, CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE. OF ANY VARIATIONS FROM THE DIMENSIONS AND CGNDMONS SHOWN ON THESE ORAWHOS, 7. REPORT ANY DISCREPANCIES BETWEEN THE. CONSTRUCTION DRAWINGS AND FIELD CONDITIONS TO THEAWDIER'S REPRESENTATIVE. & ME CONTRACTOR SHALL PROVIDE ALL NECESSARY SUETY MEASURES WRING CONSTRUCTION OPERATIONS TO PROTECT ME PUBLIC ACCORDING TO ALL APPLICABLE CODES AND RECOGNIZED LOCAL PRACTICES. 9. ME CONTRACTOR SHALL COORDINATE ACCESS AND STAGNNO AREAS WIN THE OWNER'S REPRESENTATIVE THE CONTRACTOR SHALL MAINTAIN ALL EXISTING EROSION AND SEDIMENTATION CONTROL MEASURES WRING CONSTRUCTION. PROVIDE ADDITIONAL MEASURES AS NECESSARY TO MINIMIZE ADVERSE IMPACTS IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CAS 10, NO SUBSTITUTIONS SMALL BE MAX WITHOUT WRITTEN CONSENT OFTHE OWNER'S REPRESENTATIVE. WRING THE COURSE OFBUS WORK, EXCESS WASTE. MATERIAL SHALL BE REMOVED DAILY FROM DIE SITE IL THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATION O WORK WITH OTHER TRADES AND THE OWNER'S REPRESENTATIVE. 12 THE CONTRACTOR SHALL NOTIFY ALL NECESSARY UTILITY COMPANIES 48 TIES UN9MUM PRIOR TO MOUND FOR FIELD VERIFICATION O ALL UNDERGROUND UTUTIES 11 ALL EXISIING SITE ROADS, PARKING LOTS, ORBS, UTILITIES, SEWERS, AND OMER ELEMENTS TO REMAIN SHALL BE FUULY PROTECTED FROM ANY DAMAGE UNLESS OTHERWISE NOTED LANDSCAPE NOTES 1. THE CONTRACTOR SHALL RENEW ARCHWECTUREAQNINEERNC PLANS TO BECOME THOROUGHLY FAMILIAR WADI SURFACE AND SUBSURFACE UTILITIES 2 THE PLANT QBANTTES SHOWN ON THE LANDSCAPE CONTRACT DOCUMENTS ARE FOR THE CONVEMENCE O THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR VINIYiNG ALL WANTITES AND REPORTING ANY DISCREPANCIES TO ME LANDSCAPE ARCHITECT FOR CLARIFICATION PRIOR TO CONTRACT AWARD AND COMMENCEMENT O WORK. 3. ALL INSTALLATION O.PLANT MATERIAL SMALL COMPLY WITH APPLICABLE JURISDICTIONAL CODES THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS ASSOCIATED WIN THIS WORK. 4. PRIOR Ttl PLANTING INSTALLATION. TIE CONTRACTOR SHALL CONFIRM THE AVAILABILITY OF ALL ME SPECIFIED PLANT MATERIALS SUBMIT DATED PHOTOGRAPHS OF TREE MATERIALND ASPECIMEN PLANT MATERIAL TO THE OWNER'S REPRESENTATIVE FOR REVIEW. & ALL WANT MATERIAL SIZES SPECIFIED ARE MNNMUM SIZES CONTAINER SZE.S14ALL BE INCREASED IF NECESSARY T0. PROVIDE OVERALL PLAT SUE SPECIFIED. 6. IF PLANT MATERIAL DOS NOT COMPLY VAIN THE REQUIREMENTS AS SPECRED HEREIN, THE OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO REJECT SUCH PLANTS AND RECKON THE CONTRACTOR TO REPLACE REJECTED WORK AD CONTINUE SEGUED MAINTENANCE UNIT REINSPECTED AND FOUND TO BE ACCEPTABLE 7. THE CONTRACTOR SHALL PROVIDE AN APPROVED PLANTING SOIL. MIXTURE FOR ALL PLANT MATERIAL. SEE SPECIFICATIONS FOR REQURWENTS. IT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR STABILITY AND PLUMB COCXWH O ALL TREES AND SHRUBS, AND SHALL BE LEGALLY LIABLE FOR ANY DAMACE CAUSED BY INSTABILITY O ANY PLANT MATERIALS, STAKING O TREES OR SHRUBS SHALL BE DONE IN ACCORDANCE WITH PLANS AND SPECIFICATIN& 9, THE CONTRACTOR SHALL UNSURE ADEQUATE VERTICAL DRAINAGE II ALL. PLANT BEDS AND PLANTERS. IF INADEQUATE VERTICAL DRAINAGE IS ENCOUNTERED, THE CONTRACTOR SHALL SUBMIT RECOMMENDATIONS FOR PROMS ADEQUATE DRAINAGE TO THE OWPEWS REPRESINTATIVE. 10. PEG SOD OIL SLOPES GREATER MAN IL it. TIE CONTRACTOR SHALL ENGAGE A CUALIIED TREE SURGEON WHO HAS SUCCESSFULLY COMPLETED TREE PROTECTION AND TREE TRIUMNG WIN FIVE YEARS OR MORE EXPERIENCE, TO PERFORM THE FOLLOWING WORK: A REMOVE BRANCHES FROM TREES THAT ARE TO REMAIN, IF REQUIRED, AS DIRECTED BY OWNER'S REPRESENTATIVE. B. PERFORM UN AL, PRUNING O BUNCHES AND SIMULATION O ROOT GROWTH WHERE REMOVED TO ACCOMMODATE NEW CONSTRUCTION. C. PERFORM TREE REPAIR WORK FOR DAMAGE INCURRED BY NEW CONSTRUCTION. rZ CONTRACTOR SHALL PROVIDE TEMPORARY IRRIGATION SYSTEM FOR RELOCATED TREES 13. CONTRACTOR SHALL PROTECT EXISTING VEGETATION TO REMAIN AS SHOWN ON DRAWINGS OR BY MEANS APPROVED BY THE OWNER'S REPRESENTATIVE. 14. CONTRACTOR TO CLEAN, PRUNE, AHD SHAPE EDGES O EXISTING VEGETATION AS DIRECTED BY O'ANER'S REPRESENTATIVE. CREATE SMOOTH BED LINES AROUND EXISTING VEGETATION. 15. THE CONTRACTOR SHALL BEAR ALL COSTS O TESTING O SOILS; AMENDMENTS ETC, ASSOCIATED WITH THE WORK. SEE SPECIFICATIONS FOR ADDITIONAL TESTING REQUIREMENTS, 16. CONTRACTOR SHALL FIELD -ADJUST LOCATION O PLAINT MATERIAL PRIOR TO INITIATING INSTALLATION FOR THE RENEW AND APPROVAL OF INE OWNER'S REPRESENTATIVE. 17. ALL PLANT MATERIAL SHALL BE TI{ HAI AND SHIM ACCORDANCE WITH FLORIDA NO, I GRADE, ACCORDING TO TE 'GRADES AND STANDARDS FOR NURSERY PLANTS' PUBLISHED BY ME FLORIDA DEPARTMENT O AGRICULTURE AND CONSUMER SERVICES 18, ALL PLANING BEDS SHALL BE TOP -DRESSED TWIN A 3' LAYER O MULCH AS SPECIFIED. ALL TREES SHALL HAVE A 3" POCK, 24' RADUS (FROM THE TRUNK) MULCH M13 PLACED AROUND ME BASE OF ME TRUNK. 19. SNUB AND GROUND. COVER BED GRANITES ARE INDICATED ON THE PLANT LIST, BUNT ACCENT SHRUBS AND TREES AS SHOWN ON THE LANDSCAPE PLANTING PUNS WHEN INDIVIDUAL "ITS ARE DELINEATED. 20 PAW NMI$, AS INDICATED OH THE PLANS, REFER TO CLEAR TRUNK (CET.), GRAY WOW (G.W.), DR OVERALL HEKMT ID A.) AS SPECIFIED ON THE PLANT LIST. TRACTOR SHALL BE RESPONSIBLE FOR 21. CONTRACTOR SHALL AS STOPPED All PLANTINGSUPPLEMENT IRRIGATION ON WATERING WORK. COB ALL HAND WATFRNC AS REQIRED TO SRPMFMINT RIICATOI WATERiHG AND RAINFALL 22. CONTRACTOR SHALL BE RESPONSIBLE FOR HAND WATERING IN ALL PLANING AREAS, REGARDLESS OF THE STATUS O EXISTING OR PROPOSED IRRIGATION. 23 CONTRACTOR SHALL RECRADE All. AREAS DISTURBED BY PLANT REMOVAL, RELOCATION, ANO/OR INSTALLATION WORK 2C CONTRACTOR SHALL REPLACE (BY EQUAL SIZE AID QUALITY) ANY AND ALL EXISTING PLANT MATERIAL DISTURBED OR DAMAGED BY PLANT REMOVAL; RELOCATION, AD/OR INSTALLATION WORK. 25, MAINTENANCE SMALL BEGIN AFTER EACH PLANT HAS BEEN INSTALLED AND SHALL CONTINUE UNTIL THE DATE O SUBSTANTIAL COMPETITOR. MAINTENANCE INCLUDES WATERING, PRUNING, WEEENG, .MULCHING, REPLACEMENTS O SICK DR DEAD PLANTS, AND ANY OTHER CARE NECESSARY FOR THE PROPER GROWTH O THE NMI MATERIAL 26. "1 COMPLETION O ALL LANDSCAPING, AN INSPECTION FOR SUBSTANTIAL COMPLETION OF ME WORK SHALL BE HELD. ME CONTRACTOR SHALL NOTIFY ME OWNER'S REPRESENTATIVE FOR SCHEDUNG THE INSPECTION AT LEAST SEVEN (7) DAYS PRIOR TO THE ANTICIPATED 94SPECTM DATE. 27. CONTRACTOR SHALL SUBMIT WRITTEN GUARANTEE O SURVIVABILITY O ALL PLANT MATERIAL FOR A PERIOD O ONE YEAR FROM DATE O SUBSTANTIAL COMPLETER. 28. CONTRACTOR MUST APPROVE ALL GRADED AREAS PRIOR. TO COMMENCEMINT O PLANTING. HARDSCAPE NOTES 1, SEE CIVIL EIN INNG DRAWINGS D OR PLANTING AREAS, OF THE SITE, INCLUDING SIDEWALK AND FRESH GRADES FOR PARKER' SIDE 2. ALL. MOMENT SHALL BE STAKED W THE FILED FOR APPROVAL BY ME QMNEWS REPRESENTATIVE PRIOR TO CONSTRUCTION. ALIGNMENT MAY BE ADJUSTED UPON APPROVAL TO ACCOMMODATE EXISTING SITE ELEMENTS 3, SLOPES O WALKS TO BE NO WATER THAN FIVE PERCENT, UNLESS EXPRESSLY NOTED OTHERWISE: CROSS -SLOPE OF WALKS NOT TO EXCEED TWO PERCENT. SEE CIVIL DRAWINGS FOR ADDITIONAL LAYOUT AND INSTALLATION DETAILS SEE HARDSCAPE DRAWINGS FOR FINISH PATTERNS. 4 ALL COLORS AND MATERIALS SHALL BE APPROVED BY ME OWNERS REPRESENTATIVE. FOR THIS PURPOSE, THE CONTRACTOR SHALL CONSTRUCT OR SUBMIT AS DIRECTED BY TIE OWNER'S REPRESENTATIVE PANELS DEPICTING PROPOSED FINISHES AND COLORS FOR REVIEW AD APPROVAL. 5 ALL NAILS, LAO SCREWS, BOLTS AD MISCELLANEOUS FASTENERS SHALL. BE HOT DIPPED GALVANIZED OR A CORROSION RESISTANT ALLOY. EWNDATONS FOOTINGS HAVE OEM DESIGNER FOR A MAXIMUM ALLOWABLE SBEARING VALUE OF2000 PS. W-PLACE SOILS TO BE 6' EA. UNIFORMLY COMPACTED AND TESTED TO ENSURE MINIMUM SON. BEARING PRESSURE CAPACITY O 2,000 PS. PREPARATION FOR AND CONSTRUCTION OFWALL/COUMN FOOTING(S) TO BE IN COMPLIANCE WAIN ME APPLICABLE CHAPTERS AND 7 SECTIONS O ACI 332R. & ANY ADDITIONAL FILL MATERIAL REQIRED SHALL CONSIST O SOILS THAT CONTAIN NOT MORE THAN 12% OF FRIES (S.T OR CLAY PARTICLES) PASSING A NO. 200 SIEVE AND SHALL BE PLACED IN UNIFORM LAYERS NOT EXCEEDING 12,0 INCHES LOOSE. EACH LAYER SHALL BE SYSTEMATICALLY A O UNIFORMLY COMPACTED IN THE MANNER AD TO THE DEGREE SPECIED FOR THE IN -PLACE SODS CONCRETE STRUCTURAL CONCRETE, RNLMONG FOOTINGS, SHALL CONFORM TO THE REQUIREMENTS O AO 301 AND SHALL ATTAIN A MINIMUM 9, COMPRESSIVE STREGTH IN 28 DAYS OF 3000 PS UNLESS OTHERWISE NOTED. CONCRETE FOR SLABS ON-GLIDE SHALL: ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS O 2500 PS. CONCRETE, WHEN PLACED. SHALL HAVE A MAXIMUM SLUMP OF 5 INCHES AND A NLNNNOM O 3 INCHES, 10, ALL REMDNMG SHALL CONFORM TO ASTM 6A5 FOR GRADE 60 STEEL: WELDED WE MESH TO ASTM A-185. It. CHECK ALL GRAYANGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION O ALL EMBEDDED ITEMS SUCH AS PPE 12. SIEVES,ANCHOR BOLTS, ETC., PRIOR TO PLACING CONCRETE. 15 REAFORCENENT FOR CONINWS FOOTINGS SHALL BE OMMUOUS AND SPACED WITH A FULL 30-INCH LAP. z PROTECT S SOON PLACED CONCRETE FROM PREMATURE DRYING AND CONCRETE R COD FT NOT TEMPERATURES START KEEP 14. CURING AS SOON MOST FREE WATER HAS ANDISAPPEARED FROM ACC ME CONCRETE SURFACE AFTER PLACING AD FUSING, KEEP CONTINUOUSLY MOST FOR NOT LESS MAN 7 DAYS IN ACCORDANCE WITH ACI 301 REFINING CO PERFORM O USING O ME CONCRETE BY CURIO AND SEALING COMPOUND, BY MOIST CURIIG, BY MOISTURE RETAIN7lC COVER IXRIG DR BY CWBNAIICR THEREOF. THE FOLLOWING MINIMUM CONCRETE COWER SHALL BE PROMOD FOR THE REINFORCEMENT: 15. A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH; 3 INCHES 8. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER: J5 BARS AND SMALLER, 1 1/2 INCHES; IN BARS AD LARDER, 2 RICHES MASONRY CONCRETE MASONRY UNITS SHALL CONFORM TO ME REQUIREMENTS O ASTM C90 FOR LOAD BEARING MASONRY WIN A UNIA W 16, FM O 1500 PSI. BRICK MASONRY UNITS SHALL CONFORM TO ASTM C-62 FOR STRUCTURAL AND NOR -STRUCTURAL UASO RY. REFER TO DRAWINGS FOR SPECIFIC TYPE O BRICK MASONRY LAYOUT PATTERNS,. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM YAM ALL THE REOARQAQNTS O THE 'SPECIFICATIONS FOR MASONRY 17. STRUCTURES (AU 530.1-95/ASCE 6-96/1I1S 602-02), AS PUBLISHED BY ME MASONRY STANDARDS JOIN COMUATTEE. MASONRY INSTRUCTION SHALL BE PERFORMED UNDER ME DIRECT SUPERVISION O A 'CERTIFIED STRUCTURAL MASONRY CONTRACTOR' OR 'CERTIFIED STRUCTURAL MASON" AS RECOGNIZED BY ME FIOIDA CONCRETE AMID PRODUCTS ASSOCIATION IB (FC&PA). THE S09M MASONRY SUPERVISOR WILL. BE RESPONSIBLE TO ASSURE THAT THE WORK IS ACCOMPLISHED. II ACCORDANCE VAIN THE CONTRACT DOCUMENTS ALL MORTAR SHALL BE TYPE M OR S W ACCORDANCE EDAM ASIU C 270. GROUT SHALL HAVE A MINIMUM SLUMP O 8 INCHES AND A MAXIMUM SLUMP O ii INCHES, BE 114 CONFORMANCE WITH ASTM C 19, 476. AND ATTAIN A COMPRESSIVE STRENGTH O IBM PS. 20. CONCRETE MASONRY LIMITS SHALL BE PLUMB, ME TO LIFE, WIN LEVEL COURSES ACCURATELY SPACED AND BUST TO THE THICKNESS AND IN A RUNNING BOND AS RU CATEO AND CONFORIAND TO THE TOLERANCES SPECIFIED IN ACI 531.1 AD 5301. CO4CRETE.UNITS SHALL. BE STORED OF OF THE GROUND SURFACE AHD COVERED TO PROTECT MEN FROM ASSORTING RANI OR 21. BONG CONTAMINATED YAM OTHER FOREKXI MATTER. CONCRETE UNITS SHALL BE DRY WHEN LAID. EACH UNIT SHALL BE ADJUSTED TO FINAL POSNER IN ME WALL ME THE MORTAR IS STILL SOT AM PLASTIC. ANY UNIT DISTURBED AFTER THE MORTAR HAS SIT EENED SHALL BE REMOVED AID RE -LAW WIN FRESH MORTAR. VERTICAL CELLS SHALL BE ALIGNED TO PROVIDE A CONIDWS, UNOBSTRUCTED OPENING. ALL AHCHORS, ACCESSORES. FLASHING AND .OTHER ITEMS TO BE BUTT -IN SHALL BE INSTALLED AS THE MASONRY WORK PROGRESSES ALL CUTTING AND FDTTWG OFMASONRY, INCLUDING MAT REQUIRED TO ACCOMMODATE ME WORK OfOTHERS SHALL BE DOME BY MASONRY CRAFTSMEN WITH MASONRY SAWS LOCATE CONTROL JONTS AT 20 FEET ON COHEN MAXIMUM, AT ALL COLUMNS, ARM AT CHANGES IN ORECRON. CAULK THE EXPOSED ME OFALL JOINTS WAIN BACKER ROD AND SEALANT. COLOR OF SEALANT 'TO MATCH WALL COLOR. HOLLOW LOTS SHALL BE LAID WAIN FULL HEAD AND BED JONTS TO THE THICKNESS O THE FACE SELL AS A MINUUMME WEDS SHALL ALSO BE BEDDED IN ALL COURSES, STARING AT THE FOUNDATION, ADJACENT TO CELLS TO BE RDNFOR66 AND/OR NLLED WAIN GROUT OR CONOREIE. MORTAR JONTS SHALL BE TOOLED VMEM ME MORTAR IS "IMMBPFMT' HARD, BOTH ON THE INSIDE AND OUTSIDE SURFACES OF THE "We" WALL. WIN A TOO. PRODUCING A CONCAVE MACE. BED JOINTS SHALL BE 22. 3/8 " + 1/8' IN THINNESS: HEMJONTS SHALL BE 31W (-I/4', +3/8"). 23. ALL RERWORONG STEEL TO BE GRADE 60 PER ASIR A-615. REINFORCING BARS SHALL BE PLACED N THE WME O THE CELLS AND TIED OR OIHERNSE SECURELY SUPPORTED AT THE TOP AND BOTTOM TO ENSURE THAT THE BAR DOS NOT MOVE WRING GRWTRIG MNVUUN LAP AT ALL SPLICES OR DOWELS SHALL BE 30 INCHES UNLESS OTHERWISE NOTED ON THE DRAWINGS 24. GROUTING SNAIL BE ACCOMPLISHED IN 4 FOOT LIFTS FOR CONCRETE MASONRY AND 2 FOOT LIFTS FOR BRICK MASONRY. EACH OFT "A" BE MECHANICALLY CONSOLIDATED INTO THE PREVIOUS LIFT, WHEN PLACED, SO AS TO PREVENT COLD JOINTS, RECONSOLIDATE AS REQUIRED. FOR CONCRETE MASONRY, A 12 SQUARE 90 CLEAROUT OPENING SHALL BE PLACED AT THE BOTTOM O EACH CELL TO BE FILLED AND IT SHALL BE MORWG LY CLEARED OUT PRIOR TO FILING O THE CELL FOR BRICK MASONRY, PUDDLE GROUT DURING AND AFTER PLACEMENT TO ENSURE COMPLETE FILLING O GROUT SPACE. GROUT PLACEMENT STOPPED FOR MORE THAN ONE HOUR SHALL BE STOWED BELOW THE TOP O THE MASONRY UNIT 1-1/2" TO PROVIDE A KEY FOR SUBSEQUENT GROUTING. THE INTUR M CONTINUOUS UNOBSTRUCTED CELL AREA IN CELL TO RECEIVE GROUT MUST NOT BE LESS THAN 2" X 3% 25. MORTAR FINS MUST BE REMOVED AS BLOCK PLACEMENT PROCEEDS MORTAR DROPPINGS MUST BE KEPT OUT OFCELLS WHICH ARE TO BE GROUTED. UNLESS SPECITCALLY SHOWN OTHERWISE, PROVIDE #9 GA POUR-O-WALL' TRUSS TYPE RONFORC41G IN EVERY. OTHER COURSE 26. O CONTINUOUS WALLS FOR CONCRETE MASONRY, AND EVERY FOURTH COURSE FOR BRICK MASONRY, DO NOT LAY UONT REINFORCEMENT ACROSS EXPANSION .ANTS TEMPORARY BRACING AND SHONE OFALL CONCRETE MASONRY CONSTRUCTION, TO PROMOS STABILITY DURING 27. CONSTRUCTION, UNTIL CONSTRUCTION ACHIEVES ITS PROPER STRENGTH, SHALL BE ME RESPONSBIUTY O THE CONTRACTOR. SMMCTIIRA BTEE. ALL STRUCTURAL STEEL SHAPES AND PLATE SHALL CONFORM TO ASTM A-36 AND THE 'SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION O STRUCTURAL.. STEEL FOR B KWQS' BY THE AMERICAN INSTITUTE O STEEL CONSTRUCTION. 28. ALL TUBE STEEL SHALL CONFORM TO A51M A-50D. GRADE B (FY = 46 KS) ALL SHOP CONNECTIONS TO BE WELDED (UTILIZING E70XX LOW HYDROGEN ELECTRODES) AND FIELD CONNECTIONS TO BE 90LIED UNLESS OTHERWISE SPECIFICALLY NOTED ON THE STRUCTURAL DRAWINGS. ALL WELDING SHALL CONFORM TO ME 29, REO-AREMENTS OF 'THE STANDARD COX FOR WELDING IN DRILLING CONSTRUCTION" O RE AMERICAN waDGNG SDEEETY. ALL STEEL TO RECEIVE ONE SHOP COAT AND ONE FETID TOUCHUP COAT O APPROVED PANT. ALL BOLTED CONNECTIONS SHALL CONSIST O ASTM A325 HIDER STRENGTH BOLTS AND HARDENED WASHERS AS SHOWN GN 30. THE STRUCTURAL DRAWINGS ALL BOLTED CONNECTIONS SHALL CONFORM TO THE *SPECIFICATION FOR STRUCTURAL JONTS USING ASTM A325 OR A490 BOLOS" BY THE AMERICAN INSTITUTE O STEEL CONSTRUCTION. 31. ALL ANCHOR BOLTS SHALL CONFORM TO ASM A36 OR A307 (THREADED ROD). ERECT ALL STEEL TO CONFORM TO "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECT04 O STRUCTURAL STEEL FOR 32. BUILDINGS', 'CODE OF STANDARD PRACTICE FOR STEEL BURDIGS AND BRIOGES' AND 'QUALITY CRITERIA AND INSPECTION STANDARDS', FRAME TO BE PLUMB, SQUARE AND TRUE TO LRE AND LEVEL, CHECKED BY SURVEYING INSTRUMENTS 33' LOCALE FINISH HOES PRECISELY TO INSURE PASSAGE THROUGH ASSEMBLED MATERIALS W1MW7.DAI'TtG. ENLARGE HOES BY REAMING. IF NECESSARY. POOR MATCHING OF HOES IS SUFFICIENT CAUSE FOR REJECTION. GROUT FOR COLUMN BASE PLATES SHALL BE NON -SHRINK GROUT BY'EMBECO' OR APPROVED EQUAL, SOW PSI.MNNMUM 34. LUMBER. 35. ALL LUMBER 94ALL BE SOUTHERN YELLOW PIE, .GRADE HO.2 OIL BETTER OR AS SPECIFIED ON THE DRAWINGS, KD19 (ED FOR LUMBER SIZES NOTED TO BE IN CONFORMANCE WIN VALUES LISTED IN ME NATIONAL FOREST PRODUCTS ASSOCIATION RATIONAL DESIGN STANDARD SUPPLEMENT), AND SHALL CONFORM TO THE NATIONAL GRADING RULE FOR DIMENSNN LUMBER, THE SOUTHERN MINE INSPECTION BUREAU AND THE SOUTHERN FOREST PRODUCTS ASSOC ATMld 36 DO NOT LOCATE ANY HOES CLOSER THAN FIVE (5) BOLT. DIAMETERS FROM THE END O ANY WOW TRAINING MEMBER. EXPOSED WOW MEMBERS SHALL BE PRESSURE -TREATED WITH TYPE WATERBORNE PRESERVATIVE IN ACCORDANCE VAIN THE AMERICAN WOW -PRESERVERS STANDARD UN-03 FOR THE FOLLOWING APPLICATIONS AWPA USE TREATMENT &PLUM CATEGORY (LDS/CURET) A ABOVE -GROUND USE UC38 ACO 0,25 37. B. CONCRETE -FOR ORWND-CONTACT, OR W-GROUND USE UC4A ACO 0,40 G FIRE9HWATER USE UC4A AGO 0.40 D. W-GROUND OR FRESHWATER RILES UC4C CCA 0.80 (NOTE 1) E. SALTWATER USE, MARINE PILES UC5C CCA 2.50 (NOTE 2) NOTE is CREOSOTE (12 LBS/CU.FT) MAY BE USED IF APPROVED BY OEEER'S REPRESENTATIVE NOTE 2 CREOSOTE (25 LBS/CU.FL) MAY BE USED IF APPROVED BY OWNER'S REPRESENTATIVE FASTENERS: A ABOVE -GROUND METAL CORRECTORS IN CONTACT TWIN ACO: 1) 0185 HOT DIPPED GALVANIZED MEETING AM A653 2) ASTM A123 3) STAINLESS STEEL TYPE 304 OR 316 8, ABOVE-GROUND SCREWS. NUTS, BOLTS & WASHERS W CONTACT WITH ACE: 1) CLASS 55 MECHANICALLY DEPOSITED ZINC MEETIC ASTM 8695 39. 2) POST HOT DIPPED CALVANZED MEETING ASTM A153 3) STAINLESS STEEL TYPE 304 OR 316 C. ABOVE -GROUND COMMON MANS & GIN 14ALS W CONTACT WITH AGO: 1) G185 NOT EPPED GALVANIZED MEETING ASTM A153 2) STAINLESS STEEL TYPE 304 OR 316 N ALL FASTENERS FOR IN-GENWND, UNDERWATER OR MARINE APPLICATIONS 1) STAINLESS STEEL TYPE 304 NR 316 ALUMMNUM ALUMINUM PLATE AND ANGLES TO BE 6061-T6. ALL WELDING TO BE IN ACCORDANCE V47H THE AMERICAN WELDING SOETYS STANDARD AWS D1.2, STRUCTURAL WELDING CODE - ALUMIN.NM. ISOLATE ALL ALUMINUM FROM STEEL AND CONCREIE BY THE USE O HEORQE WASHERS, BUSHINGS, AND SHEET AS REO&RED IN ORDER TO PREVENT GALVANIC ACTION OR CORROSION, 40. EMj2A#&Lj 41. THE POW/SPA/FQUNTAN CONTRACTOR VWLL STAKE OUT THE POOL/SPAAOINTAN AND SET. ME F94SHED GRADE ME OWNER'S REPRESENTATIVE WILL BE NOTIFIED FOR APPROVAL OF INS WORK PRIOR TO INSTALLATION, 42. POOL/SPA/FOJNTAU CONTRACTOR IS RESE49M FOR ALL POOL/SPA/FWNTAN EQUIPMENT, PIPING, POOL/SPA ME, FOUNTAIN WAILS, TILE, COPING, ELECTRICAL TO JUNCTION BOXES PERMITS, AND CODE COMPLIANCE. SUBMIT 90 DRAWINGS AD FINISH SAMPLES FOR REVIEW AND APPROVAL O THE OWNER'S REPRESENTATIVE PRIOR TO WSTALLATUT 43, REWIRED UTUTIES AT THE RuERJPMMP LOCATION TO BE COODNATED WIN THE OWNER'S REPRESENTATIVE QNISH PATTERN ON THE POOL DEC( 70 BE LAD OUT EXACTLY AS SHOW EXPANSION JOINTS, DECK DRATTS, ETC. TO CO21CIDE WAIN ME CO. EXPANSION JONI FILLER AND ANY DECK DRAIN MATERIALS ARE TO MATCH THE COLOR O THE 44, DECK. PRECAST/EIS MADFACIURER IS RESPONSIBLE FOR DESIGN O INOMWAL COMPONENTS. INCLUDING VERIFICATION O FIELD 45, CONDITIONS AND DESIGN O CONNECTIONS. 46. DESIGN,. FABRICATION, AND 94STAU ATIM O PRECAST/QFS COMPONENTS SHALL COMPLY WIN APPLICABLE Aa, PC], .& ASIDE STANDARDS. MANUFACTURER SHALL SUBMIT SHOP DRAWNGS AD FINISH SAMPLES FOR REVIEW AND APPROVAL BY THE OWNER'S. REPRESENTATIVE PRIOR TO FABRICATION AND INSTALLATION 47. -0& 49. WINDLOAD NOTES L THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING MAT ALL FINAL SHOP DRAWNGS FOR CONSTRUCTION CONTAPMG VERTICAL HARDSCAPE SHALL BE IN. ACCORDANCE WHIN SECTION 1609 O THE "FLOIOA BUILDING COO," 2004 EDITION (VAIN RODS REVISONS), AND ASCE 7-02 "MUMIUM DESIGN LOADS FOR BUIDIGS AND DETER SUBJETURES' STANDARD DRAWING SYMBOLS ELEVATION DETAIL REFERENCE s-aDetail Numbeeet Number Sh IF SECTION DETAIL REEERENCE s�0 Detail Number Sheet Number GENERAL DETAIL REFERENCE ^'- 1D DETAIL NAME Detail Number i ... Sheet Number --------- PLAN ENLARGEMENT REFERENCE E SEE @ FOR ENLARGEMENT I DETAIL ENLARGEMENT REFERENCE ""'-SEE S1D FOR ENLARGEMENT O Q MATCHLINE Q................... . FINISH REFERENCE ID A FINISH ITEM See Finish Schedule o PLANT TAG Quantity Symbol y7q EXISTING CONTOUR 77D PROPOSED CONTOUR ® STORMWATER FLOW DIRECTION SPOT ELEVATION COORDINATE REFERENCE CONTRACTOR NOTES: NOT ALL ITEMS SHOWN ON THIS SHEET APPEAR IN THE CONSTRUCTION DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS RELATED TO CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, BUILDING, LANDSCAPE, IRRIGATION & RIGHT OF WAY UTILIZATION PERMITS. R�� PROJECT NO. Iu014 7 CHECKED BY JNRR/TDC FMATF 7/282014 INDEX SHEET Iq R 8 A4� - --------- ------ 1- 1CL ti A Em Elm • • I E VA VA PROJECT NO, 2014-07 DESIGNED BY JVVRrrDC DRAWN BY TDC CHECIO) BY JWRrFDC LATE 712=01 &WVM SCALE %7[fl 0 60 120 North �wm ME SITE PLAN KEY MAP A MAWMNWBM SP-01 PRO"T NO, 2014-07 DESIGNED BY JYJR7TDC DRAWN BY TDC CHECKED BY JWR/TDC DATE 7f28/2014 DRAWMSCALE 0 15 30 North DR4WNlG ME HARDSCAPE PLAN DRAWM NWBM -01 �, 1 , 13 2 3 4 5 6 7 u 2110 m02 A ■ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -w 2 — --------- 4 IF Y _ 1_5434 8055 ■ Al ■ E Is Is V E ............... _711 J " LK, eTY @3 y in— - - ---------- . ..... f/ Yf; 4 ■ c c.......... 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PROJECT NO, 2014-07 DESIGNED BY JWRrFDC DRAYM BY TOG CIECKED BY JWRfTOC DATE 7/2812014 DRAWM SW 0 is 30 North PLAN RRAWNBY TDC CFECI®BY JWRIIDC DATE 7/28/2014 DFWWM SCALE HARDSCAPE PLAN rwr.3ffW] is I v E 488259.9342 N-1, %�513S285 \\ _ _ __ E 4 8%4.91086 04.701 N 55 4.7'01 'Et 48.,53� , q.— N J� N' 1!�55 99 q E 4883 20993 ---------- ti .. . .. ..... - — ------ --N-1-554 N-1554973:.A228-- 7�7815� 3;F0 4,0 N TYfl IN L , , : �' - - - -p 4 A: 0- C OLUMN '0 55 (TY t"5H RECEOTy. ;fZj4 --TN4 5549 7 E 48 N 1554953,61106 E 487789.1227 hw E 4$7-5t3.7233 A87687. 7 2 7" . . ....... . 20 ✓ N/[ -FENG,E t� ji jl Y"ll N, 1554869.5451 48N.9815 M z' -7, N 1554876.161' E 487-816-:2-344 P. -' 6E1�CH PAD, '. TY) 5� 866 467 If _!DF -(Iy.p) It I— a4-- - E 487724�� 244, . ....... 685 9 89 N 15547W8424 1 X 'V� 115 �41 P. 918 NE 1J754b 7 54782.2790 178 7 3■ 4 . . . ........ --- ----- ------ Plr',NI6' 7ABLP,(TYP) CRAM l.l—ELl*jS • • U) w 5; 0 0 ZC4 >� 80 • �L- u CL CLX a) 0) 0 T w 0 0 z U) DESIGNED BY JVVRfTDC DRAWN BY TDC CHECKED BY JWRITDC DATE 712812014 DRAWNG SCALE URZAMELM—Mvi I r-" ,E,,4-,13 2 3 4 5 1 . ........ W 554889.4963 E 4IS6642.0527 2ddmmdmd E7488445.9313 (D I 1 - . I -, �"', ---- - I I M, "Ut 0 w 116 m m in m 0 IN 01I a'= a Ij 1554871.7279 8855,6826 5 E,488 9C6§07 -jr-, 1, N E 48 996 Nt1554874.5160 ■ k - h j 1554873.Lq�6 E, 488826.4017 ■ -4 J ;1f .......... - - - --- --- ---- -------- - --- . J V E ... ......... -7- In . . ........ . . . . ........ k 7 .3)Z2 !r5 mmmmm"mmm I IN i�'2931 23784, 4� 1 554860�320 "TR�H RECEPTA6LE, i (ry 5 M�6.89q6 F ■ 3' -AD (TYR.J. i"T e N I lit 554934,9464 % m E �88978.6836 E 48697V59 0 X, 1 IN N15548007A00 E 489002.56 5 Er E D A., , A .......... X -H ........ . . N 1554573.09,14 E 489029.340� . . ....... ------ ........ . . . . . . 3; ...... . ........ A i N 554460 "0' E 488900.11 U 11A N 1554463,7101 t 2�� �'4 Jj E 488872.5903 c v" 554471.8224 E 4 8 §8.5789 O M54465.1027 48886 1,8468 N 4 7H E 58148 2-0.9 4 ON A W1554436,7593 E,488815.'p 66 N 1554433.3075 7 N I56449153..-g4i7O-3- ^RD HOUSE N 155t460.6MA ■`�E488793.392(REFER TO _E 488968.5189 'XRCIT pt��Nw N 55,M�160_442, In E 488,773.5584 w "14 V, N 15$43927677 B 4 8 e7 66' E '�4 3 v/ A V, 0 1554386 ■ AOB743;289P o FRONT ENTRY ■ ELEVATION ■ N 15543' , 7 E 488T I S-1 OLUMN '0' F.) a X '4/ h" N 15543 057 A E 4890 306 it A Nil 15 N 1 5426.85. 5 E 488728,9012 w 5 im im mmmmmmmmmmmmmm-mmmm rim H .(Dx A r S 6 00 it 3 43 in n6 N 15546278918 E� .48903t(i�48 - --------- 7=---7177 � R I Nj554564--'.9909 ...... ... N 7545 .31 V, E 489 457 .B253 E 4 9H80 8314 4■ J-4- 155456 394/' 48910 7 J, N ��54471.8� 5_ ■ T V y" E 89007.9420 AIV 7 =/44 I'OqUDI 9023.44� ■ N-- 5544/1 6 9 $9044.6 i IL i554451.81443 -108904 .6659 t8jq'821 6 554416.4�24j 189074.69 ww jj 554416.4 241 ■ 5 1 89088.55439 lj� ■ B 6 8i 4 1 9 ■ 00 2 v 00 ■ t1411554330. IE 489088.1487 M, A m 7 12 'libs'4' 90P.8 6161 N E 4891M'7��---- (5D@ mmmmwImf=m6m 9 I MIN 1 Tit 7 8 9 m • • U) w 5: 0 -j 0 ILL T- zcq >� 80 w r =3 co 0 LL U- 7m e CL17) 0) ZO. 2w < w 0 c) z U) I PROJECT NO. 2014-07 DEM3NED BY JVVRfTDC DRAWN BY T C CHECKEDBY JVVRrTDC DAZE 7/28/2014 DRAWING ILE %:719 0 15 30 Nodh DRNWM MILE HARDSCAPE PLAN HS-05 SHEET 5 OF 13 2 3 4 6 6 7 @3 m1mmommmmilmml MEN 0 H m m"(16 m o'el m I m im O(D3 ........... _4 -A. N 1555286 3789 E 490093,0164 s F 44 j V, fTY -A LUM R) V\ 'N 1555 2 J E 00 2 9238 A............ 7 ---- ------- x" .......... ■ f ;J V .... .. ..... 1555153,8791 CL J E 49 312 It .......... 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DEWC4,ED 13Y JVVRfTDC DRAWN BY TDC CFECKEDBY JWRITDC EmommilLilm HARDSCAPE PLAN -6F �MWNWBMR HS-06 S, 6 , 13 COLUMN V; (TYP) Am N 1554008.5515 E 487600.9740 B N 155391341, .......... ... ----- -- ---- N I E I ffil D ■ N 1554119.42 9 -E-4fff96.4542i ,ASTONE Vr= r=i:R A 1 4N. WALL, ;01 1554111.3815 265.8923 m c - - - ---------- B ... . ....... • • • U) w 5; 0 0 LL = ZC4 80 �euj o U- LL • Z(L D- < w 0 0 z 111 � I a� I I I I I I I I 0 Is 30 North PROJECT NO. 201477 DE,9GNEDBY JVVRrFDG DRAWN BY TDC CHECKEDBY JWRTDC DATE 7/28/2014 DPAWMSCALE %71E DRAWMTM.E HARDSCAPE PLAN 2 3 4 1 5 6 7 8 1 9 & I, E 489106-725 m(D 5 5 ji"Mumn MENEM MME IMMMM MMMMMMMMMMMMMMMMMMMMH M MM IN IN M m, m mp MEMIE pmm� I mmlwl� ME jj1I \ 1 7 , 11 1 i V I Y 7 N 155 155422 4222,5645 N Y.2637, r 6OLUMWO', (.T E 486-69-0. 0 If 4 f9j4 70 m IF e /"N 1554199.21'93 `f �" E 48 TRAIL, (T-�P) ASPHALT' 91-13.940 N 1554177'i500'\ METAL LATTICt 5 F NO TAL LATTICE E, P.) 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ET"LTT E FENCE, (T'I'P N/l 554L24 1.63M 489672.6275 N 1554221.8741 ----------- _48 - E 9969.3925 MG 0 0 LL 0 uj U_ LL (D < M CL ■ a) CL 0 ZO. ry < w 0 M z U) ill 11 Ill 11 FRDJECTNCL 2014-07 DESMED BY JVVRrTDC DRAWN BY TOC CFECKED BY JWRfTDC DATE 7/28=4 DFWNM SCALE MOZIMMUS—F 2 3 A 5 6 7 8 9 F-4 W4 8— W4 2 VEHICULAR GATE b 6 COLUMN A TYP. OF 5 COLUMN 5 Tyr. Of 7go PEDESTRIAN SATESEE SHEET HS-05 FOR PEDESTRIAN FOR LAYOVT CENTER SATE ON S'SIDEKALK --I - - - - - - - - - - - - - 4Q4 0 0 ----------- FH DDDDIDDDDDDao 3 01 100000000 0000000012 00, 1 11111000 � Lrc�m mmHg,� ;�DDDD L,,A,, NO,,,E BY OTHERS L,,,SH 6RADE, REFER TO CIVIL E (SEE ARCHITECTLIRAL VIRAY411,16S) GRADIMS PLANS FOR MORE INFO. zcq Luc LL li FRONT ENTRY ELEVATION cu 0 < cu CL a) 0- SAW- 1'-0' F-,COI-ARP-10 ZIL US IL < cl 0 0 w z PJIM Cs MAN.FACTUREP, VEHICULAR GATE G�ATEELE�VATION_...... 1/2* - 1-,0' P-,COI-ARD-Oq 131 1, Al eED VENEER SIDES) )R RESPONSIBLE FOR r =146INEERIN6 N STOW FAINTED - TO BE OWNER APPROVED W.el' POST .............. S, ALLIMINJM VEHICULAR SATE TO 4'.4* POST BE FRAMED OVr Or 50. ALVMI" 4, TUSIN6 WITH 2'50. ALUMINUM PICKETS, SELF CL05IN6 METAL H11,16m. SEE HARDSCAPE PLAN FOR SATE LOCATIONS. COLOR TO MATCH SATE PEDESTRIAN SATE TO BE FRAMED OF - CEDAR WITH 2' CEDAR PICKETS, SEE HARDSCAFE PLAN FOR GATE LOCATIONS. 4 X 2" TUBIN6 TO . . . . . . . . . . CREATE APPEARANCE OF INSET PANELS NOOP TO BE SEALED WITH A PREMIUM TRANSPARENT.SEALANT . ..... . ........... . ............... . . ... SATE DE516N 15 SUBBCT TO SELF CLO511,16 METAL HINSES. CONTRACT AS AN COLOR TO MATCH SATE APPROVEDEOIJAL NOTES, AUTOMATIC GATE OPENER TO BE INSTALLED BY OTHERS SHOP PRANIN&S 4 ENOIREERIN& TO BE PROVIDED BY &ATE MAWFAC,TMER PEDESTRIAN GATE ELEVATION 7. STONE V STONE DESUNED, BY JVVRrFDC DRAWN BY TDC CHECKEDBY JVVRfTDC DATE 712=014 DRAWM SCALE DRAWW TM-E P-COI-ARD ISHEU 10 OF 13 am 2 1 CULTURED S-STONE 916N FACE 21-61 S-1 VENEER ----------------------- -------------------------- I-Ic (5 A R D E N PARK 0. 4 3 N 1) SIGN SIZE, SHAPE, FACE, 4 COPY MAi'l/ARY, BUT SHALL NOT 1-J' OTE� EXCEED MAXIMUM ALLOWED SIGN FACE PER CITY OF OCOEE APPROVAL 2) SHOP DRAWINGS 4 STRUCTURAL ENGINEERING TO BE PROVIDED BY MASONRY CONTRACTOR ,� ENTRY SIGN ELEVATION F-COI-ARD-16 211' ....... ....... ............ ............. .... ............. .............. ............. .... . E) ** . ..... ..... .. ............. . . ... ......... .......... .... /AX ...... .......... ....... .. ... ..... .. ............. .... .. . . ..... ............. . . ....... ...... ......... ............ ...... ... .............. ............. .................... ........... I ............. .............. .......... .. .............. . . . . . . . . . . . . . . . . ......... -11.1- 1 ............ ................. NOTE, PROJECT L060 Dmr'N TO BE APPROVED BY OINNER PRIOR 1) LETTER HE16W AND FONT TO BE APPROVE BY OYOMP- TO INSTALLATION 2) CONTRACTOR TO SUPPLY SHOP PRANIN65 FOR 516M PRIOR TO FABRICATION. 5) SHOP DP,"11,165 AND ENGINEERING FOR 51eN PROVIDED BY SIGN MANUFAOTVRER, TH. PAINTED ALUMINUM SLEEVE; PIN SET eY2- FROM WALL; 4) CONTRACTOR IS RESPONSIBLE FOR MEETING ALL COLOR TO BE APPROVED BY OWNER. AMICABLE CODE REWIREMENTS. 5) 516M SIZE, SHAPE, FACE, 4 COPY MAY VARY, BUT SHALL NOT EXCEED MAXIMUM ALLOWED 516M FACE PER CITY OF OCOEE -NATER JET CUT OUTLINE PROJECT LETTERING SIGN FACE RETAINING WALL t 13M THE ENTIRE AREA BELOW THE UPPER TERRACE OR STRUCTURE MUST BE COMPACTED TO A MINIMUM OF 15% STANDARD PROCTOR TO MINIMIZE POTENTIAL SETTLEMENT AND MUST MEET ALL REOUIRE!,,IENTS OF THE ENGINEER OF RECORD 11101 t-ED. L16HTINO S 1 SIGN FACE -t-ETAL SLEEVE; PIN SET To WALL. _Q7 CULTUREDS. STONE VENEER (BOTH SIDES) I CONTRACTOR RESPONSIBLE FOR 112, 5TRLI-TURAL ENGINEERING ENTRY SIGN/ WALL SECTION BACK SLOPE ALLAN BLOCK 0 NALLBATTER ---'4 FROM VERTICAL Al ALLAN BLOCK 9 UNIT IWILL 501L FINISH GRADE MLL--GRADED GRANULAR WALL ROCK 0.25 25 In to 1.5 In (5 m to 55 mw LE-55 THAN 10% FINES &EC*RID REINFORCEMENT TYPE AND LENGTH VARIES PER WALL DESIGN 4 in (100 nwU TOE DRAIN FIFE VENTED TO DAYLIGHT NOTE: CONTRACTOR RESPONSIBLE FOR STRUCTURAL ENGINEERING 4 MEETING ANY APPLICABLE CITY CODES. AL LAN FROM VERTICAL 9 ALLAN BLOCK SOIL RETAINED SD FINISH GRADE WELL -GRADED GRANULAR WALL ROCK 0.25 In to 1.9 In (5 mm to Ba m) 4 LESS THAN 10% FINES 4 in (00 mo) TOE DRAIN PIPE %TED TO DAYLIGHT NOTE, CONTRACTOR RESPONSIBLE FOR STRUCTURAL ENGINEERING 4 MEETING ANY APPLICABLE CITY CODES. GRAVITY WALL SECTION P-Col-ARP-21 MIA m U. 0 DESIGNED BY JWR/TDC DRAWN BY TDC CFECKED BY JV&ffDC DATE 7/28/2014 DRAWWSCALE IDETAILS HS-1 1 13 CONTROL JOINT MATCH LENGTH Or PANEL 51DEKALK To SIDEWALK WIDTH 5" POROVS PAVEMENT 5'LIME5TONE 5CREENIN65 b"CRUSHED A66REGATE MA51SCOURSE GrOTEXTILE FABRIC F F Ir -4 -=I I,= L I =L I I=L Jj_L Ir . . . . .. . llf 114IN-111 1� NOTE, SECURE RECEPTACLE TO CONCRETE WITH %' X 4' HD &ALV. INED61! ANCHOR BOLT ZPTALLE, 'AD FINISH SIDEWALK CONTROL JOINT`.._.—._ `—COMPACTEDTO), 4 SLABDEPTH OSLABS DISKALK (REFER TO F"I"ISER PRAWIN65 LFOR ClEOMETRY) SIDEWALK E )I DETAIL .1m M6TAL LATTICE FENCE PANEL AIIHINJM WVNI, RUSHED AGGREGATE COARSE AGGREGATE TYPE 'A' —SYNTHETIC REINFORCEMENT COMPACTED SVE*RADE 115% MAX. DENSITY ASTM V-1557 2RU AGGREGATE PAVING CRUSHED ASPHALT TRAIL BENCH PAD DETAIL &�RASH RECEPTACLE _PAD DETAIL 20N�RETE LANDSCAPE CURB BOULDER PATTERN 0DER AND SAND BOX EDGE PAVER "_O. @40�0D BE. NCI�OOD TRASH PICNIC TABLE T.E. F-COI-ARD-01 @NT.. T. I I I I = Le =I! F--4 eG 0 DRAWN BY TDC CFECI(ED BY JVVRfTDC DATE _L11811014 DRAWING SCALE I E,12 , 13 BBQ GRILL PLAYGROUND LOG CRAWL TUNNEL lahtNoqcwru. MUSHROOM USHROOM STEPPERS WAVE SLIDE DING DIG FOSSILS N.T.S. -7N.T.S. P-WI-P.61-06 N T P-C�01-p*l-oq 31 Allos.w. Skull FINISH SCHEDULE 5'rM ITEM 5FECIFICATION5 TYPE, FULLBACK WOOD BENCH - & FT. LENGTH - OR APPROVED EQUAL O WOOD BENCH COLOR, REDWOOD (15 YEAR WARRANTY) (TYP. OF 10) FINISH: TRANSPARENT PREMIUM SEALANT SOURCE, FOREVER REDWOOD (abb) 552-2405 TYPE: 22 gal. OAK RECEPTACLE N LINER AND LID - IN GROUND MOUNT TRASH RECEPTACLE COLOR, HOOD SLATS - BLACK FRAME UB (TYP. Or 10) FINISH, TRANSPARENT PREMIUM SEALANT 5OUR,cE. TRASH CAN SOURCE; —mtroshcansovrca.aom TYPE: Alvmlmm VO6IFOT Pat 5tatlon MODEL #1003-L O DOGGY BAG STATION COLOR, N/A (TYP. OF 4) FINISH: N/ASOURrE, DO&IFOT, Nvm.doqlpot.com, 800-364-1661 TYPE, MOUNTAIN, MIN. 51ZE 2-3' X 2'X 2'kTO BE APPROVED BY OWNER) O BOULDERS COLOR' NATURAL (TYP, OF g) FINISH.N/A SOURCE, 5MOKEY VALLEY STONE COMPANY; wwwsmokeyvalleystone.com, 401-654-2115 TYPE: MODEL #1*155114A CRAM TUNNEL COLOR, NJA @TLO- FINISH, N/A SOURCE: LANDSCAPE STRUCTURES, INC. NmpI%J.I.comj bbb-4595-6514 TYPE: MODEL HEIGHTS UNDER 56* MUSHROOM STEPPERS COLOR, NJA (TYP. OF 4) FINISH: N/A SOURCE, LANDSCAPE STRUCTURES, INC. NNN.plogIsl4om; 5135-45D-6514 TYPE: el' STANDARD WAVE.SLIDE O WAVE SLIDE COLOR: GREEN FINISH, N/A 50VPZE, BEARS PLAYGROUNDS; NNNboarspl%gromda.com; tY9l-SOl-152al TYPE: COELOPHY515, SEYMOURIA, ICHTHY05AVRUS, ALL05AURUS SKULL O DINO Dir, FOSSILS COLOR: HAND PAINTED FINISH: N/A SOURCE, THE DINOSAUR STORE 521-185-1500 TYPE, 6'OME(5A ECO PANELS ON 5' 50. POSTS (OR APPROVED EQUAL) O LATTICE FENCE COLOR, BLACK FINISH: POWDER COATED SOURCE, OMEGA FENCE 5YSTEM5,(500) 656-65421 mmomogofamo.com TYPE, CAMPGROUND 550 CHARCOAL GRILL ON P05T - MOPEL#5-24-52 COLOR; BLACK (TYPB50 OF 2) FINISH, STEEL SOURCE, 550 OVY5 (611) NNN.bbctqvqs.com TYPE, HUNDRED AGRE Y400D (te) PLAYGROUND COLOR' WOOD TIMBER/ PARK GREEN SLIDES FINISH. NORTHERN WHITE CEDAR LOGS SOURCE: BEARS PLAYGROUNDS (a'll) e501-1524 HNNbaarsplogground.com TYPE: LAF177 RUSTIC SLAB - 5 PIECE PATTERN A COLOR' AMARrTTO (TO DE APPROVED BY OWNER) O FAVERE, FINISH,NONE SOURCE:BEI-6ARD (q04)7II5-q111% HNNbolgord.eom TYPE: ENGINEERED MULCH 12' DEPTH SAFETY SURFACE COLOR: DARK BROWN FINISH: LOOSE SOURCE: T5D LOCAL SUPPLIER (TO BE APPROVED BY OWNER) TYPE: CULTURED STONE VENEER - HILL5TONE COLOR' VERONA (TO BE APPROVED BY OWNER) nN 5TONE VENEER FINISH, NONE SOURCE, ELDORADO STONE, (aOD) 1125-1411 N—.aldorodostono.com TYPE: CRUSHED ANGULAR STONE -Y�' MIN. -Y,'MAX. SIZE CRUSHED AGGREGATE COLOR: NATURAL no PAVING FINISH: N/A SOURCE, 5MOKEY VALLEY STONE COMPANY, wNNzmokcqvoIIoqstonaxom, 4O-I-b54-2I'Ib TYPE: FFPMALOCFERMASTRIPL-5KAf'F=DSTRIP %'X5Y2'X[6' COLOR: NATURAL ALUMINUM ALUMINUM ED61NC, FINISH: MILL FIN15H SOURCE, SMOKEY VALLEY STONE COMPANY, mNzmoksgvoJIaqstona.eom, 401-654-2175 TYPE: A5 FIELDSTONE COLLECTION PV FIELDSTONE CAP COLOR: RUSTIC CREEK (TO BE APPROVED BY OWNER) RETAINING WALL FINISH: SIERRA TEXTURE BLOCKS 5OURCEt ALLAN BLOCK NNK.aIlorblock.com TYPE: VVINYL PRIVACY N15LANDPOST GAPS VINYL FENCE COLOR, TAN UR 1`11,115H: WAI SOURCE, MOSSY OAK FENCE, (686) 446-61ldl —Nmossgookfences.com TYPE, W CYPRESS PICNIC TABLE N1 5" TOP TABLE COLOR, NATURAL OPICNIC, (TYP. OF 4) FINISH, CYPRESS, SEALED PER MANUFACTURER SOURCE: J45 CYPRESS THINGS, SORRENTO, FL; (552) 585-3b64 NOTES: I. CONTRACTOR BL51 SUBMIT SAMPLES AND/OR OBTAIN SHOP DRAWING APPROVAL FOR ALL FINISH SCHEDULE TEM5. 2. CONTRACTOR 15 RESPONSIBLE FOR EN(5]NEERINr, AND ALL APPLICABLE CODE PEOUIPEMENT5 FOR CONSTRUCTION. 5. INSTALL ALL MANUFACTURED PRODUCTS AS MR MANUFACTURER'S INSTRUCTIONS. IC, I V I ED IC • • U) w 0 0 Z C4 0 0 UJ o LL LL -0() c) a) < (10 CL " ELM • ZCL c: co ry UJI •0 < 0 z < U) 118 DES04ED BY JWRfTDC DPAVM BY CHECKED BY _TDC JWRfrDC DATE 7128/2014 DPAONGSWE HARDSCAPE DETAILS MWM NUABITI HS-1 3 ,,,E,,13,13 PROJECT NO. 2014-07 DESIM BY JWR7fDC DRAWN BY TDC CHEC!®BY JWRrTC DATE 712W014 0 16 30Iodhfl DFAWMTIRE LANDSCAPE PLAN L -01 1 C,11 I I I BAHIA 50D (Tyf '18G f IV Z7, OFt EE TO REMAIN: PINE NEEDLE MULCH UNDFR5TORY, X -X PJLCH (TYP),� Pe 47 . . ......... 7 ---------- - —mm IN W-m-m INS-" w ---m■m m maimmmoolooldi molq, WE mmm Elm m-ii—W—wo m .. . .......... 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BAIN tm - W Z LAMM, Pft - le MAINLINE AND LATERAL PIPING DETAIL O POP -LP smAy SNWQE& HUNTM NSF12- pop-tp WON MARY No= (So ,Ba-" � w6m xw ' NOBEL. 03 M M� M m it-" UNM RN4 m SCH 40 TEE YODEL OR 0 Ell Flam wmq" Q wvLom KAM 100114k S HUNTER INST-12-CV FOaAE a O CONTROLLER ESPLXM Amnoa-m MAP&M AND VIEW. UAMM LATU" BOUND IN WE m Comm THE o o /<,44 "m W/o WOLIN A S. FIAT ALL AND pm Wl"AT� WE AND BUNDLE AT or AL.OF NY 10-F007 INTMALS. iRElE91 AS SNOW OR DREAM Uum AM ALL CONNEMNS HAW som NADE. 1. mMmAupworAm "Mrs wo T Mm 2M, TWE HE on REM,WIN 2. 7L) PIPE AND WIRE TRENCHING (J� wAm on siRiOFIS3E n_2 FWP-iff SPRAY LEAD III C7 Norn 6 NOTTD . a MSF�c_:& SEE LANDSCAPE PLANS & PLANT LET =) STABEESS STUD. NOSE NAM 0, V; pvc sm 0 FrAE, pmm 4 0, uUt,om 07 1- X I- STEEL HOLE. 24DEPiiI - (0) pvo Sm So EBBS . .. ....... , " — — 0 AT 46ANGLE ir . ED "4 =I. LEWTH. TO w TRUAMD ItIXOm MOB TWO (2) STMET ELLS. POP-UP HEAD ON RISER 3 Jy MN 7 11 B on BELOW nmnjw- mmom a Dm owmam 05 Ql*UW F (e X W X MV) W4=M PAD cAmm C6NDDT wrm& 0, m SMEFP Sm (I I/r oR LAAwl) Qj mo" I" (5/w x lo) #4 AN SOLD DARE comR wuUm U ammm wdm or wwm SBLMUkRESL c GROUNDING DETAIL . . . . . . . . ......... THRUST BLOCK A) (2D �y HEAD TMAL + fl wmy NemB TTFSCII LHEAD 0- s%y OR wm wmy EBBS, "It" cmm + RwMoY EDGE wm aIPMN 0R sm"" FDQ + + W 11 MADViED0i M606T &E" SULM4 FOUMANON 1% (1) wua� STAMM WM.T,0S$)PLA= OUAMTES OF Vor To r ADEM"EE V TON HOLES 04 TOTALLY SEALED & WEAnUBVEW som mmaqm 0 NOONAULY om OR NMALLY _� W TACK KE& M ADH�m 0 � ff TO TwwwwDDH �jp, MINI -CLICK 11 RAIN SERSOR T PAVM 02 MW le w rmQQ0E N. 48' RC RPE 2. ALL. MTS TO BE SOLVENT WELDED AND ummir I WEXHARKAULY TALF To m pr4cm O SLEEVING 0, POP -LP SFMY SPP280ER HUNMR POP -IA` WIN W ROTATM NOZZLE =" YNE E x SK-050 �RANMYowl swo m I-" Um, RAN BUBD LAM �100 PVC sal 40 TEE OR M 0 a FRESH w4wlmp of MAW Qj KAU mamg. U HUNTER INST-06-CV ild 114 iN w L_lL_L I _Ll I PROJECT ND. 1.1.7 DESIGNED BY JAS DRAWN BY JAS CFECKED BY JWRfT0C DATE E6114 —1— —A. IRRIGATION DETAILS M.", � ilill"Wol 1 ..---T— " , 9 ■ r. F., LANDSCAPE SPECIFICATIONS PART 1 — GENERAL 1.01 WORK INCLUDED A. Installation of trees, palms, shrubs, groundcovers, and grass sod. B. Application and payment for required REVIEWs. 1.02 REFERENCES A. "Grades and Standards for Nursery Plants," Florida Department of Agriculture and Consumer Services. B. "American Standard for Nursery Stock," ANSI Z60.1-2004, American Nursery & Landscape Association. 1.03 SUBMITTALS A, Record Drawings: Furnish one set of reproducible record drawings, clearly showing all changes made to the original contract drawings during the course of the work. B. Soil Analysis: Submit soil test results from on independent soil testing laboratory prior to planting. 1.04 DELIVERY, STORAGE AND HANDLING A. Inspection: Upon delivery to the site inspect all plant materials for conformity to the specifications and for handling damage. Remove from the site all non —conforming and damaged plant materials. B. On —site Storage: Protect all stored plant materials from sun and wind. Wat r, all stored lot mat rials:dail : Owner to indicate appropriate loco ion for moteno s) ande equ pm storage. 1.05 GUARANTEE A. Guarantee all planting work for a period of one year after the date of final approval and acceptance. B. Replace at no cost to the Owner all plant materials which die or are determined by the Landscape Architect, or owners representative to be unacceptable, unless the death or unacceptable condition is clear) beyond the control of the Contractor, as determined by the owner. Such circumstances may include acts of God, theft after final inspection, or vandalism. Unacceptable plants shall include those that show significant die —back or failure to exhibit the healthy characteristics indicative of the species. 1.06 MAINTENANCE A. Maintain all landscaping until one year after final approval and acceptance. B. Maintenance to include: 1. Cultivating and weeding plant beds and tree pits. 2. Application of herbicides and pesticides. 3. Irrigation sufficient to saturate root systems, applied daily. 4. Trimming and pruning, including removal of clippings and dead or broken branches; and treatment of pruned areas or other wounds. 5. Disease control. 6. Maintaining guys and stakes in a tight condition. 7. Maintaining frees in a plumb condition. 8. Weekly mowing after sod is sufficiently rooted. PART 2 — PRODUCTS 2.01 PLANT MATERIALS A. Trees and Shrubs. All plant materials shall be Florida #1, as outlined in Grades and Standards for Nursery Plants. Provide only nursery grown plant materials; grown in containers unless otherwise indicated on the drawings. B. Sod: Provide only nursery grown, machine cut sod of the type indicated on the drawings. Sod shall be well —matted with roots, free of excessive weeds, and shall be green, fresh and uninjured at the time of planting. 2.02 SOIL MATERIALS A. Topsoil: Fertile, agricultural topsoil, typical for project locality capable of sustaining vigorous plant growth, taken from drained site free of subsoil, clay, plants, weeds and roots, pH range of 5.5 to �.O, minimum 4 percent, maximum 20 percent organic matter. B. Peat Moss: Shredded, loose, sphagnum moss, free of lumps, roots, inorganic material, minimum 85 percent organic material measured by oven dry weight, 4 to 5 pH range, moisture content of 30 percent. C. Sand: Coarse, washed, builders sand D. Planting Soil Mixture: Provide mixture of imported topsoil or approved topsoil from site, peat, sand, and other amendments as recommended by the independent soil testing laboratory for the specified plants. 2.03 OTHER MATERIALS A. Mulch: Pine Bork Nuggets: 3" Thick Compacted under all trees, palms, shrubs, & groundcover. B. Fertilizer: 1. Flowering annuals and bedding plants: Sierrablen 18-7-10 +iron), rate of application 2 lbs. per 100 sq.ft. 2. ontainer grown trees, shrubs and groundcovers: Agriform 21 gram tables,,, rate, of, application as follows: 4 6 8 3. Field grown no collected trees: Agriform 21 gram tablets, one tablet per 1%2 of CAOiPer for standard trees; one tablet per foot spread for multi —trunk trees. 4. Newly Planted Sod: 6-6-6 applied per manufacturer's instructions. 2.04 TESTS A. Provide analysis of imported topsoil indicating pH value and percentage of nitrogen, phosphorus, potash, soluble salt, and organic matter. B. Provide analysis of existing soil in representative planting areas, indicating representative planting areas, inciudinq laboratory recommendations for soil amendments necessary for optimal plant growth. PART 3 — EXECUTION 3.01 PREPARATION A. Fine Gradinq: Fine grade planting area as indicated on the drawins, eliminating low or rough areas, and building debris; stones and rubblge. Finish grades sholl be sloped in the same direction as existing drainage; new grades shall not REVIEW ponding or standing water. B. Alert the Owner of potential grading and drainagqe problems, including depressed planting areas with no outfall, soturafed planting areas, planting pits that hold water for prolonged periods, and any other condition detrimenfal to optimum plant growth. 3.02 PLANTING A. Stake locations of all trees and shrubs. Align with architectural or engineering reference features as indicated on the drawings. Inform Landscape Architect of unforeseen obstacles which may affect the locations as shown on the drawings. Contractor shall contact Landscape Architect for approval of all staked platings prior to installation. B. Plant trees and shrubs, rotating as necessary for best appearance from the predominant viewpoint. C. Lay out shrub beds, scaling the locations and dimensions of each bed, following the configurations indicated on the drawings. Adjust the bed dimensions to the quantity and spacing of plants shown on the plant list or scaled from the drawings. Inform Landscape Architect of significant discrepancies between plant bed dimensions and plant quantities. D. Plant shrubs and annuals, maintaining uniform spacing as indicated on the plant list or scaled from the drawings. E. Distribute or dispose of excavated soil from planting holes, maintaining the desired finish grades. F. Lay sod on fine —graded, moistened soil, without gaps or overlaps. Tamp or roll to provide firm contact with soil. Sod line at plant beds shall be cut to the configuration and dimensions shown on the drawings. A minimum dimension shall be maintained between plants and sod equal to one—holf the plant spacing, measured from the center of the plant to the edge of the sod. A circular ring of 12 inch radius shall be maintained free of grass around trees within sodded areas. G. Apply fertilizer tablets, equallyy distributed around rootball at a depth equal to one—half the rootball depth. Apply granular fertilizers to sod and bedding plants. Sweep fertilizers from walkways to avoid staining. H. Saturate soil thoroughly during and after backfilling of plants, and after laying of sod. I. Apply a layer of mulch, minimum 3 inches after settlement, to all plant beds and tree rings. J. Stake and guy all trees securely. Attach white surveyor's ribbon to all guy wires adjacent to pedestrian areas. W Z IN DRAWN BY TDC OFECEDBY JVVR/TDC DATE 7/2 O14 LANDSCAPE SPECIFICATIONS DIWWM NUMBER L -11 19 d r, a F n n sr1EET �l " of �l "i NON -VEHICULAR SLEEVING SCHEDULE PIPE SIZE SLEEVING PIPE SIZE .3/4' 2' 2' 3' 1-1/2* 1. 2- 4 3- 6 4" B. 6' 12" 8' 16" SLEEVING NOTES: 1. VEHICULAR CROSSINGS ARE SHOWN AND SIZED ON THE PLANS. 2. NON -VEHICULAR SLEEVES ARE SHOVM BUT NOT SIZED. 3. SIZE ALL NON -VEHICULAR SLEEVES ACCORDING TO THE ABOVE CHART. 4. MAINLINE CROSSINGS MUST ALSO INCLUDE A 2" CONDUIT SLEEVE FOR CONTROL WIRE 5. CONTRACTOR TO DUCT TAPE END OF SLEEVES TO KEEP SLEEVE CLEAN AND CLEAR. 6. CONTRACTOR TO STAKE END OF EACH SLEEVE ABOVE GROUND AND PAINT FLUORESCENT ORANGE LABEL EACH STAKE WITH THE WORD 'SLEEVE' AND ITS SIZE. 7. CONTRACTOR TO PROVIDE A 3 FT MINIMUM DEPTH OF COVERAGE OVER ALL SLEEVES. j W16-12- SLEEVES MEANS TO INSTALL ONE 12", ONE 6' AND ONE 2* SLEEVE. B---------- --- --------- IRRIGATION SCHEDULE 5YmeOL, MAS&jmkwy_Er.�GRIPTION OT11 m 291611, SOS Hunter MPIOOO PROS-Ob-PRS4O-,V 64 40 U Turf Rotator, 6"6524 cm) pop-up with check Volvo, FrVwe regulated to 40 psi (2.16 bar), MP Ra a nozzle on PR540 ". M=M.to- '10 to 210, L=Llght Blue 210 to 2,70 arc, 960 ora, Me Hunter MP2000 PROS-06-PRS40-C\/ 105 40 U Turf Rotator, 6" (15.24 cad pop-up with factory Installed check valve, pressure regulated to 40 Z(2:116 bon), MP Rotator nozzle an PR540 M K=Blolk �dj arc 10-210, 6-6reen odj 0-2-10, PPad 360 . Hunter MPSOOO PROS-06-FPS4O-rV 40 U Turf Rotator,6" (1524 cm) pop-up with factory Installed check valve, pressure regulated to 40 psi (2.'16 bar), MP Rotator nozzle on PPStO 560 orc. Rmtor MP,300SR PROS-06-PR540-0V 22 40 U Turf Rotator, 6' (1524 cm) pop-vp with check valve, :!wo regulated to 40 psi (21& loor), RotatorMP nozzle on PR540 ". 09 - Orange odj orc 40 to :210. 0 Hunter W Strip PR05-06-FRS40-<,V 1 40 U MRVW Twf Rotator, (,' (1524 cm) pop-up with factory Installed check Volvo, Pressure regulated to 40 �:j (2,16 bar), MP Rotator nozzle on PR540 SST=&aNn I- L5 n s", side strip, 1=11pPe'V1611111,11e, strip. SOS Hunker MPIOOO PRO5I2-PPS40-rV 105 40 T Shrub lRatator, 12' (30.45 cm) pop-up with check valve, FrtTure regulated to 40 psi (216 bar), MP Ro 0 nozzle. M-Moroon odj arc ao to 210, L=Light Bice 210 to 2'10 arc, 0-Olive 560 arcon PRS4O body. Hunter W.2000 PROSI2-FR$4O-W 154 40 T Shrub Rotator, 12' (50.45 cm) popp with check valve, rVura regulated to 40 psi (216 bar), MP Pord nozzle. K=Blmk odj or. 110-210, AZ= FZ — 2,0-210, R=d 560 -1 on Goo I+mto, MP5000 PROSI2-PR540-,r,\/ ITT 40 T Shrub Rotator, 12' (50.46 cm) pop-up with check valve, pressure regulated to 40 % (2:16 bar), MP rotary nozzle. 5=Blue ddj Ora 0-210, Y=Yellow caj arc 210-210, A-6rog 360 or. an PR540 ". 0 Hunter MF600SR PR4S-I2-FIR_-4O-<W 61 40 T shrub Rotator, 12.0" pp-vp with check valve, d to 40 Cdl(2.16 bar), W coo'so"OLetate PRS40 9. OR = Orange adf arc '10 to 210. 0 0 a Hunter MP Strip PR05-12-PR54O-6V 205 40 T M nT W Vy,� lRatatoe, 12' (50.4S cm) pop-up with foot" Installed check valve, pressure regulated to 40 psi (2.-16 bar,), MP Rotatornozzle. L5T=IVorq left strip, S$T-Brom side strip, JR,5T=Copper right strip, on FR540 body. 1102 "08 A a A 0 140t 104 Rain Bird 1804-1400 Flood 123 50 0 Flood BulA>Ier 4.0'papup SYMBOL MANEACTLRELR/MODEL/t>ESI-PIP7NON GITY DETAIL IS IMTROL 10OPSERIE5 25 5 1% 1-1/2, 2" Plastic IndustrIal \/alyas. La. Flow Operating CoPdbIIItq, Angle CoAtIg*rotion. Q. Rain Bled ESPB4_XME with (OS) ESPLXMSM4 I C, 24 Station Crorna-1.1 Controller. Mounted an Plastic 1,4011 mount. Rain Bled RSV-lSFX Rein Sensor, with metal latching bracket, extension wire. Water Motor 21 1 A Irrigation Lateral West P11r, Class 200 5PIR 21 24,466 I.f. L FI/c, Class 200 irrigationXios. Only lateral V dove Indicated pipe sizes an era transition plan, an the n , with all other. being 5/4' In size. 11=011". FVO Schedule 40 9q5j I.f. L9=1e 40 irrigation pipe. Pipe Sissy- P11r, Schedule 40 ])at I.F. 0 VIA. Cow # 9 Sig i;o 1® PROJECT NO. 2014-07 DRAWING SCALE %7U] 0 15 30 North IRRIGATION PLAN 01 SINCE I OF I I 2 3 4 1 5 6 7 5 -E I m(D2 E LOCATION, MARD'S�CAPES TO FACILITAI IN ■ MAINLINE CATION, WHERE SHOWN, IS FOR GRAPHIC CLARITY PURPOSES ONLY. INSTALL AT THE BACK OF CURB, FRONT OF WALK, BACK OF WALK, OR ADJACENT TO OTHER 's D ACCORDING FDEP GUIDELINES AND TO IRRIGATION SPECIFICATIONS AND DETAILS. ■ 0 FUTURE LOCATION AND TO PROTECT FROM DAMAGE. ENSURE MAINLINE IS INSTALLE m A J; ■ KNOW WHATS 0 ■ ALWAYS CALL lj4 0 Bum you biG re %A Ire free, ra the ka ■ Cd N two W*wu days l till 114 ■ before 1, 0fif 71 - 0.m'. ■31130 Oak Lane Um Mal FL 32784 ROOM, unumaafflOn /A L a, A i, , 353)15 W A 41 /v ij J is v 1■ 4, v rt f 101 4 vt c_ C X/ f fir .......... 11 /7 v" 40, V, . ....... .... X' ..... .... x --- -------------- 11' 60.5 10.9 06 ff B 12..7.63 :7- >/ Z, -EE 44 Vnlit' Pj 04 \105 SLEEVES Z 7, _k . .. .... "', ( \' it ,- N B M 0 J 5? A .. ....... — — - ------- . . ....... V -------- ----- T-7: a- - ------ S T8 Br AY:OCALL YOU A 12 m f. -.�"motimmammimm MEMNON! mw 01100101101 m It m m m ■ 6 7 3 9 m a • 11 -1 1 1 1 1 1 1 1 1 �CT NO, 2014-07 DESIGNED BY - ;AS DRAWN BY JAS CHECKEDBY JVVwDc DATE 8n6/14 DRAWNG SCALE %7[fl 0 15 30 Nadh DRAMIMME IRRIGATION PLAN ~MMMER IR-02 2 - 11 j, 1 ------ - -- --- --------------------- ■ L L mom I mm mmmmmmm mo nio-- , m vAiii I M A 7 • • PRDJECT No. 2014-07 DESIGNED BY JAS DRAWN BY JAS CE M Z 8 4 5 5 7 8 9 M ME ME1. F-3 1!vIr J_ -N F 371300 KN6w WHATli k16 -II' Lane Um We FL 32784 ALWAYS CALL 811, "xim BEMM 'YOU' Dn ti --------- -- 'Od two daye btainim X" 17 ------ -z_ 7 - - -------- w 7. M. t . .. ... . . .... ...... _7 n < 2" ......... . t 2' SLEEVES","-' 7- ao- -7 tt A 7j 7 3_ 2", ro fill _7 D A 11k, if t J /V 1. IF 11 Al r Jt § F IV, C d A v 71 J _T ■ A I A�n' < li.j_ IF # J § IF 1.77 F J11 _j B 4 _j K --7 'T F� _�7 ............ . .. . . . =zz: J X 1_7 77 p A MAINLINE LOCATION, WHERE SHOWN, IS FOR GRAPHIC CLARITY PURPOSES ONLY. INSTALL AT THE BACK OF CURB, FRONT OF WALK, BACK OF WALK, OR ADJACENT TO OTHER HARDSCAPES TO FACILITATE FUTURE LOCATION AND TO PROTECT FROM DAMAGE. ENSURE 17 *,T, MAINLINE IS INSTALLED ACCORDING FDEP GUIDELINES AND TO IRRIGATION SPECIFICATIONS AND DETAILS. j it I I 2MMMMMMMMIEM M nMMMEMMK" MMM�MMi MMMmmmM�Ml NNEMMM�onammMMME Elm MMMmMMMML4MMMMMMMMM .6... MamEt m No MEMEE M ME m mommmM ME No 51--i 2 _T_F ... .. ..... • PROJECT NC, 2014-07 DESIGNED BY JAS DRAWN BY JAS CI-ECKED BY AVRfTDC DATE $n6114 DRAWING SCALE %7[fl 0 is 30 North DPAWMTI1LE IRRIGATION PLAN -V-\ rl i mi oo!w1mu mmmmummulp 1! _! "!o- LOW 1 h I �ALWAYS -OAL%8:fJjjil ■v Fli� y4w ■ A II iiiotro■ �iot64 Illrom claft _'_y.130-08K nopmath 4341 15 \ d- 0, la m 0 - -- --------- - ---- A'l All" MAINLINE LOCATION, WHERE SHOWN, IS FOR GRAPHIC CLARITY PURPOSES ONLY, INSTALL Al IHE BACK OF CURB, FRONT OF WALK, BACK OF WALK, OR ADJACENT TO OTHER HARDSCAPES TO FACILITATE FUTURE LOCATION AND TO PROTECT FROM DAMAGE, ENSURE MAINLINE IS INSTALLED ACCORDING FDEP GUIDELINES AND TO IRRIGATION SPECIFICATIONS AND DETAILS. l B ZIP 17 E 'k --:7 7 0 m w 0 mmm ';"6 fi_NA'oom�ommite m mowum m 0 wooammmmmmm 7y"mmomm m m m ot .11"_ A 6 7 8 9 24: 77 16' 3.0 / 14" ly2" �El -1430.7 r F T' VES A Y N y A SLEEVES %K tt I ���j L !0@6 A c Al 2SLEEVE LC ---- -Pl K j --y a "IRRIGATION CONTROLLER RAIN SENSOR C K t`F ljl�;2-;2" SLE 4"/2 SLEEVES 3 SLEEVE IT A I B '54.5 ly2" 46.3/,16 ------ JL-- mmm A 5 mmomwmmmmmlmmm M m mm too No N'i mmmmmmw ffiri • • U) 0 0 Z 04 C) :03 u- u- CL 10. Z 2 D- < 0 z U) -5 w z w DESIGNED BY JAS CRAM BY JAS CFECKED BY JWRrrOC DATE 8/26/14 DPAWM SCALE 0 —1 S 30 N.dh DRAMMMLE IRRIGATION PLAN IR-05 5 C, 11 2 3 4 m ....... N' ill ON 'BONN N, V1 7 4�z 771, MAINLINE LOCATION, WHERE SHOWN, IS FOR GRAPHIC CLARITY PURPOSES ONLY, INSTALL AT THE BACK OF CURB, FRONT OF WALK, BACK OF WALK, OR ADJACENT TO OTHER HARDSCAPES TO FACILITATE FUTURE LOCATION AND TO PROTECT FROM DAMAGE, ENSURE MAINLINE IS INSTALLED ACCORDING FDEP GUIDELINES AND TO IRRIGATION SPECIFICATIONS AND DETAILS. A 7 ----------------- --i ---------- ---- — ----- V-77 .7- --- IL7 v 1 f <■ \ ON 2- 'A ---------- ----�j LL 0 N D 14 • IF v > A < 2 1W --Er13131;r SLEEVES 64.4� �\_~E`-i SLECVES, 01 __�134 - ---- ----- C "IIIIIIIIIIIIIff 1,1 awob �tdays In 37130qa11 OneumabliaJI-32761 I A (353) =-1-1161 _j • • • 3: w 0 0 LL ZN >� o -E LL LL -0() < r) Z LL c: M w 0: z U) PROJECT NO. 2014-07 DESIGNED BY JAS DRAWN BY JAS CFE010) BY JWPfTDC INSIM119AN 177 I,,L, 6 ,11 2 I 3 I 4 I 5 I 6 7 7HH MAINLINE LOCATION, WHERE SHOWN, IS FOR GRAPHIC CLARITY PURPOSES ONLY. INSTALL AT THE BACK OF CURB, FRONT OF WALK, BACK OF WALK, OR ADJACENT TO OTHER HARDSCAPES TO FACILITATE rulurwE LVCAllvvl AND TO PROTECT FROM I DAMAGE. ENSURE MAINLINE IS INSTALLED ACCORDING FDEP GUIDELINES AND TO IRRIGATION SPECIFICATIONS AND DETAILS. . ...... . ..... 1011111111 PROXECT NO. 2014-07 DESIGNED BY JAS DPAVVN BY JAS CfECKED BY JVVR(TDC DATE 8/26114 DPAWM SCALE %7[fl 0 is 30 North IRRIGATION PLAN MEN117m 1 9 ------------- T— A 1 4 ------- T--- 5 6--.....__....1 7 1 8 1 9 a� 7 �12 IC ■ ■ ■ ■ C U ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ B ■ ■ E ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ um')ogM(D Or�crog��o©� 110 37130 Oak Lane Uma68a, FL 32784 (353)434-5015 A www.kWvh"8uomoom ■ ■ MAINLINE LOCATION, WHERE SHOWN, IS FOR GRAPHIC CLARITY PURPOSES ONLY. INSTALL AT THE BACK OF CURB, FRONT OF WALK, BACK OF WALK, OR ADJACENT TO OTHER HARDSCAPES TO FACILITATE FUTURE LOCATION AND TO PROTECT FROM ■ DAMAGE. ENSURE MAINLINE IS INSTALLED ACCORDING FDEP GUIDELINES AND TO IRRIGATION SPECIFICATIONS AND DETAILS. ■ ■ �■ 8 ■ ■ n o a w; 6: 7 R 9 s • r_ • •. • • 1 � 1 1 f V 0PROJECT NO. 201407 011111111 DRAM BY JAS ME I 0 15 30 North DPAWNGME IRRIGATION PLAN =11n MIN I Ij. ....... . 22- < MV, . ........... . .. F c 3 6 1 .. ..... ... - -- L d glo�m mmmmomma Ir mm mmmmm ■m7OOm7!`07i"*a nm mm mummmmmommomm mammmIm 9" 77L -4- — ----- MAINLINE LOCATION WHERE SHOWN, IS FOR GRAPHIC CLARITY PURPOSES ONLY. INSTALL AT THE BACK OF CURB, FRONT OF WALK, BACK OF WALK, OR ADJACENT TO OTHER HARDSCAPES TO FACILITATE FUTURE LOCATION AND TO PROTECT FROM DAMAGE. ENSURE MAINLINE IS INSTALLED ACCORDING FDEP GUIDELINES AND TO IRRIGATION SPECIFICATIONS AND DETAILS. . . ........... ... ---- — ------- . ... . ...... . . I ------------- - ----- �T . ...... . ..... - ----- 71 --- - ----- --- . . ...... . ...... - --------- I� i c .ii . . . ....... 7 F77 V�j E ...... . .... 71 7A --- T T' I I :j L J. .. . . . ........ ... 77 ... ...... ... ... . ...... ......... ------ 7 § V lo 41 /it ■ 31 C ■. (/��------ It iiii 19 19m I IBM "DESIGNED BY JAS DRAM BY JAS CHECKED BY =Dc DATE 8f26/2014 DRAMG SCALE I PLAN I®g SHEET 9 11 am fv 4�L A� i/ \� �00014 NOTE, CONTRACTOR SHALL ASSURE PERCOLATION PROVIDE 18' MIN. SPACING BETWEEN OF ALL PLANTINGTION PITS/BEDS DIFFERENT PLANT TYPES PRIOR TO INSTALLATION ALL SHR1)55 4 6ROUNPCOVER TO USE TRIANGULAR SPACING EXCEPT V*ERE NOTED, SEE PLANT LIST FOR (O.CJ SPACING I8" MIN. SETBACK FOR SHRUBS I2" MIN. SETBACK FOR 6ROVNDCOVER 4 ANN)ALS If(? >L�i OF PAVEMENT/5EDLiNE elf--i „f '... a�i-Tfit NOTE, } THE PERIMETER OF ALL D MITE PLANTING BEDS SHALL HO PLANTED PITH A ROW OF T 5HRU'd5 AS 51fOVPi IN THE PLANS AND AT THE SPACING SHONW IN THE PLANT LIST. INTERIOR PORTIONS OF EACH BED SHALL BE PLANTED AT APPROPRIATE SPACING ACCORDING TO THIS PLANT SPACING DETAIL ■ PLANT MATERIAL SHALL BE PLANTER 2" HIGH IN HOLE A/ SOIL MOUNDING I.A. TO TOP OF ROOT BALL W LAYER OF MULCH; SEE PLANT LIST FOR TYPE '71F JIItCSa�.a "1R7:GVIaa -12" MIN. DEPTH OF PLANTING SOIL FOR GROUNDCOVER BED -FINISH GRADE (SEE GRADING PLAN) PREPARE PLANTING SOIL AS SPEOD. KHEN GROINDGOYER 4 SHRUBS ARE USED IN MASS, ENTIRE BED TO BE EXCAVATED TO RECEIVE PLANTING SOIL b PLANT MATERIAL, EXCEPT AS 5FEOV, SEE PLANT LIST 1 SHRUB & GROUNDCOVER SPACING SHUUB & GROUNDCOVER PLANTING . P-LA-0I 1/2' . 1'-0' P-LA-02 1. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY THE LA. 2. CONTRACTOR SHALL ASSURE PERCOLATION NOTE, CONTRACTOR SHALL ASSURE PROPER DRAINAGE AAAY FROM WILDING MACH, TYP. INSTALL PLANTS AS SPECV ON PLANTING PLANS (SEE L-55.01) .- Mgg W h r� i(i�pl NYLON STRAPPING REE-2"X2"XW 5TAKE5 MACH AS SPECIFIED )IL BERM TO HOLD WATER NISHEO GRADE - 500 CONDITION B OR CONTAINERIZED :E 5PEOIFIGATION15 FOR >OT BALL REOLIREMENTS :SPARED PLANTING SOIL i SPECIFIED 3 FOUNDATION PLANTING 4 MULTI -TRUNK PLANTING V2" . I''-O° P-LA-03 II2" = I'-0' P-LA-04 NOTE, rRT�AN CONTRACTOR SHALL N/VD* NOTE� �}/r l Or ALL PLANTING 1 M'SCOMPONENTS PITS PRIOR TO BY STAKING SYSTEMS INC. INSTALLATION\\ )\ ARAP NYLON STRAPPING AT FIRST BRANCHES MIN. S'-O° FROM GROUND THREE 2" X 4" X b" STAKES SPACE EVENLY AROUND THE TREE PAINTED BROWN 545 OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOTBALL REOVIREMENTS) 3" MINIMUM OF M.LCH SOIL BERM TO HOLD WATER FINISHED GRADE C1I ! it .'' r`UNDISTURBED SOIL 11� 2" VIA. X V LODGE FOLE5 EXTEND MIN. 2' INTO SOIL =1T I - n PREPARED PLANTING SOIL AS SPECIFIED NOTE, OONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION 6 I ( 1 a PLANT SCHEDULE TREES COMMON NAME BOTANICAL NAME / C SOL SONS CA GA Cornvs florido 'Mite' / mile Flowering Dogwood 30901 J5 Junipervs silicicola / Southern Red Cedor 100 gal M6 Magnolia grondifloro / Southern Magnolia 65901601 3'C01 PE PMas eitlottl / Slash Phe 30 gal 2.51Gal OV Ouerivs vtrglnlona / Southern Live Oak b5 gal 3.5"Cal SP Sabal palmetto /Cabbage Palmetto 12, G.T. TD Toxodivm distichum / Bald Cypress 50 gal 3`cal VINE/ESPALIER BOTANICAL NAME / COMMON NAME CONT SIZE. TG Trachelospermum josmi oldes 'Confederate' / confederate Jasmine I got SHRUB AREAS BOTANICAL NAME / COMMON NAME CON= 51ZE HP Homella patens / Fire Bush 3 gal MUG Mk;hlenberglo coplliaris / Pink Muh1g gal 5110 24"-50" x 24"-50" MIX2 Native Grass Mix 1 gal NP Nerivm oleander 'Petite PhW / Fetite Pink Oleander 5901 18"-24' x 18"-24" RF Rhododendron azalea 'Formosa'/ Azalea 5 gal 24'-3O" x 24"-50" MIX5 Shrub Mix flat 55 5portina bakorl / Send cord Grass 1901 i8"-24" full TF Tripsacum floridonum /Florida Gomagross 3 gal 24"' full VD Viburramobovotm 'Dwarf Aalter's' / Dwarf WDiter's Viburnum 5 gal 18"-24" x 18'-24" VO Viburnum odoratissimum / 5HOet Vbvrmn 3 gal 24'-30' x 24"-30. 1/5 Viburnum susta—M / 5andor>kwo ViWrram 3 gal 18"-24' x 18'-24" 6ROUND COVERS BOTANICAL NAME / COMMON NAME CONT SIZE JP Junipervs chinensis Porsonll' / Parsont Juniper 59.1 IW-24' spat. MIXI Perermial Mix I gal TA Tracheiosperrcum ostatic'm /Asiatic Jasmine I gal full ZP Zamia pvmlid / Cdontie ISO 10"-12" spd. SOD/SEED BOTANICALS NAME / COMMON NAME GONT SIZE 55 Stenotophrum secvndatvm'Seville, / St. Augustine Seville sod ZJ Zoysia jopontco / Zoysia Grass sod PERENNIAL MIX BOTANICAL NAME! COMMON NAME PERCENTAGE FILL Ascieplos Gvrassavica '511ky Deep Rod'/ Blood Flower 10% Echinacea purpurea / Purple ConoPlower 10% Galllordia pulchallo J Bianketflower 10% Hallonft6 debits / Oucumberioaf Sunflower. 10% Lantana mantevidensis `Purple' /Trailing Lontono IC% Llotris spicata /.Spike Goyfeother ID% 0smundo cimOmomea / Cinnamon Fern 10% Pantos IDnceoloto 'Graffiti Red Lace'/ Red Lace Graffiti Pantos 10% Rvdbeckid fvlgido sullivontli '6oldstvrm' / Black-eyed Susan 10% Solvia fortnaceo 'Victoria Blue' / Victoria Blue Saga 10% NATIVE GRA55 mix BOTANICAL NAME/ COMMON NAME PERCENTAGE FILL Muhlenborgio copilloris / Pink Muhly 20% 5porttno bakers / Sand Cord Grass 20% Tripsacvm do6t9toldes / Fokohatchoe Grass 20% Tripsm m florido uum / Dwarf Fokohatchee Grass 20% Erogrotis spectobills / Purple Love Grass 20% SHRUB MIX BOTANICAL NAME/ COMMON NAME PERCENTAGE FILL Forestlera segregate/ Florida Privet 20% Homelto patens/ Fir®bush 20% Mgrlca cerifera/ Aox Myrtle 20% Serowe repene/ Saw Palmetto 20% Zoyia furfvracea / Cardboard Palm 20% NOTE5: 1, ALL PLANT MATERIAL SIZES ARE MINIKH SIZES. CONTAINER SIZES SHALL. BE INCREASED IF NECESSARY TO PROVIDE OVERALL PLANT 51ZED SPECIFIED. SIZE 12-15, H 13114'H x 6'-'1'W 10'-12'H X 5'-6WN 12'-1b'H 10'-II' x 4'-5' 2. FINAL. ARRANSEMENT OF PLANT MATERIAL 5HALL BE 5TAKED BY THE CONTRACTOR FOR THE APPROVAL BY THE LA110SCAFE ARCHITECT PRIOR TO IN5TALL"NT. 5. THE PLANT OUANTITIE5 S 0141 ON THE 1-0005GAPE CONTRACT DOOlk1ENT5 ARE FOR THE CONVENIBWE OF THE CONTRACTOR. THE CONTRACTOR 15 RESPONSIBLE FOR VERIFYING ALL GUANTiTIE5 AND REPORTING ANY DISCREPANT E5 TO THE LANDSCAPE. ARCHITECT FOR CLARIFICATION PRIOR TO CONTRA(T AMRO AND GOMMENGEFENT OF NORK. STAKING PLAN (65 IOC 6 I T ) 120' NOTE, ARBOR TIE —.I- COMPONENTS A5 MAtdlF. BY STAKING SYSTEMS INC 120° 12Y OR APPROVED E.AL Q w RA.P NYLON STRAPPING AT FIRST BRANGHE5. MIN, 4'-6' FROM GROUND Ij" MIN. NYLON STRAFPIN6 HAND TENSION BUCKLE NO NCH NEAR TRUNK SET TOP OF ROOT BALL 2" ABOVE FIN.6R. 5" LAYER OF MILCH, SEE PLANT LI5T FOR TYPE 6" SOIL BERM TO HOLD WATER FINISH GRADE ' ARROWHEAD.ANCHOR ) BOB OR CONTAINERIZED ROOTBALL SEE SPECS FOR ROOTBALL REOMT II�IN' PREPARE PLANTING SOIL AS SPEC'D Ifs � UNDI5TVReM SOIL OTY Ib 0 15 196 112 156 12 1,025 SPACING CITY 24' ox.. 1,204 56" oz. 848 36,0.4. 5,28"1 42' ox. 15 48" O.G. sill 4B' o.o. 2,-Ml 56" O.G. 381 36' o.c. 146 56' a.c. 216 45" o.c. 188 48" O.G. 58 SPAG(W, OLY 24' o.c. 161 24" oCG 1584 24" o.c. 152 24" o.G. 868 SPACING OLY 40,555 sf 1"1,221 sf IN PROJECT NO. 2014-07 DESIGNED BY JWR/fDC DRAWN BY TOC CHECKED BY JWRITDC DATE 7/28/2013 LANDSCAPE DETAILS & PLANT SCHEDULE R+'° 101 TREE PLANTING (15-45 GAL.) 1/2' . V-0' P-1 A-05 i o 7 ■ P-LA-06 R R M ■ F ■ F IRRIGATION NOTES & SPECIFICATIONS Irrigation design based on the Court Street Partners Landscape Pion dated 08/27/14 with the latest revision dated O8/27/14. Contractor shall refer to these plans to coordinate sprinkler and pipe locations. The system has been designed to conform with the requirements of all applicable codes, laws, ordinances, miss,regulationsand conventions. Should any conflict .exist, the requirements of the codes :shell prevail. it is the responsibility of the owner/installation contractor to ensure the entire system Is Installed as designed. Irrigation contractor responsible for obtaining ail required permits according to federal, state and local Iowa. The scope of work Is shown on the plans, notes and details. The Irrigation Contractor shall be certified as a CERTIFIED IRRIGATION CONTRACTOR by the Irrigation Association. The certification shall be current and In good standing. THE WORK The work .specified. In this section .consists of furnishing all components .necessary for the Installation, testing, and delivery of a complete, fully functional automatic landscape Irrigation system that compiles with the Irrigation plans, specifications, notes, and details. This work shall Include, but not be limited to, the providing of all required material if applicable (pump(s), backflows, .pipes, wives,fittings,controllers, wire, primer, glue, etc,), layout, protection to the public, excavation, assembly, Installation, back filling, compacting, repair of road surfaces, controller and low voltage feeds to valves, cleanup, maintenance, guarantee and as -built plans. All Irrigated areas shall provide 100% head -to -hand coverage from a fully automatic irrigation system with a rain (and freeze as appropriate) shut off device. if the rain shut off device Is a rain sensor, it shall be installed to prevent activation by adjacent heads. Zones are prioritized first by public safety and then by hydraulic coneems. This sequencing will be a mandatory punch list item. These plans have been designed to satisfy/exceed the Florida Irrigation Society Standards and Specifications for Turf and Landscape Irrigation Systems, fourth edition. All products should be installed par manufacturers recommendation. Contractor shall verify ail underground utilities 72 hours prior to commencement of work. It Is the responsibility of the Irrigation contractor to familiarize themselves with all grade differences, location of wells, retaining walls, structures and utilities. Do not willfully Install the sprinkler system as shown on the drawings when It is obvious In the field that unknown obstruction, grade differences or differences In the area dimensions exist that might not have been considered. In the engineering.. Such obstructions, or differences, should be brought to the attention of the owners authorized representative. in the event this notification Is not performed, the Irrigation contractor shall assume full responsibility for any revisions necessary. Irrigation contractor shall repair or replace all Items damaged by their work. Irrigation contractor shall coordinate their work with other contractors for the location and installation of pipe sleeves and laterals throughwails, under roadways and paving, etc. The contractor shall take Immediate steps to repair, replace, or restore all services to any utilities which are disrupted due to their operations. All costs Involved in disruption of service and repairs due to negligence on the part of the contractor shall be their responsibility. POINT OF CONNECTION (P.O.C.) The P.O.C. Is a new line size X 2" top, maximum of IV of 2" polyethylene service line, a now 2" reclaimed meter (by others). The P.O.C. must be capable of delivering a .minimum of 65 GPM at 70 PSI downstream of the water motor. Contractor to verify these minimum conditions can be met prior to ordering of materials and the beginning of installation. if the conditions can not be met, the contractor must notify the designer prior to proceeding with the work. If the contractor does not do so, the contractor proceeds at their own risk and becomes responsible for any future wok required to make the. system perform as required. THE PIPE Pipe locations shown on the plan are schematic and shall be adjusted in the field. When .laying out mainlines place a maximum of 18" away from either the bock of curb, .front of walk, back of walk, or other hardscope to allow for ease In locating and protection from physical damage. Install all lateral pipe near edges of pavement or against buildings whenever possible to allow space for plant root balls. Always install piping Inside project property's boundary, All pipes are to be placed in planting beds. If it Is necessary to have piping under hardscapes, such. as roads, walks, and patios, the pipes .must be sleeved using Class 200 PVC with the sleeve diameter being twice the size of the. pipe it is carrying with a minimum sleeve size of 2". Pipe sizes shall conform to those shown on the drawings. No substitutions of smaller pipe sizes shal be permitted, but substitutions of forger sizes may be approved. All damaged and rejected pipe shall be removed from the site at the time of said rejection. Mainline shall be Pontone Purple Sch 40 solvent -weld 3" PVC with Sch 40 PVC solvent -weld fittings. Contractor to ensure all mainline. piping Is properly restrained using mechanical joint fittings, restraining collars, .threaded rods, thrust blocks, etc.., as and where required. Contractor shall refer to pipe manufacturers recommended Installation practices for further direction. PVC .pipe joint compound and primer, The PVC cement shall be Weld -On 711 (grey, slow -drying, heavy duty) and the primer shall be Weld -On P70 (purple tinted, compatible with cement), or approved equals. ELECTRICAL POWER SUPPLY Electrical supply for irrigation pumps,controllers, sensors, relays, cluster control units (CCU) to be provided by Irrigation contractor. Contractor to coordinate with local utilities for the Installation of, and connection to,. site available power supplies for required electrical components as set forth in the irrigation plans. All electrical work is to comply with the National Electrical Code and any, and all, other applicable electrical codes, laws and regulations. A licensed electrician shall perform all electrical hook-ups. Power for each controller/CCU shall be a dedicated 120 volt, 20 amp circuit unless otherwise specified in the plans. Power for each pump to be according to .pump specifications Indicated In these plans. STitSi Irrigation control wire shall be thermoplastic solid copper, single conductor, low voltage irrigation controller wire; suitable for direct burial and continuous operation at rated voltages. Tape and bundle control wires every IV and run alongside the mainline. At all turns In direction make a 2' coil of wire. At all wive boxes coil wire around a 3/4' piece of PVC pipe to make a coil :using 30 linear Inches of wire. Make electrical connections with 3MDBY/R connectors.. Number all wires, using. an electrical bookof numbers, according to the plans. Number wires In all valve boxes, )unction boxes and at the controller. Wire sized, numbered and colored as follows: p14 white for common #14 spare black common #14 individual color coded hot wire #14 spare yellow hot wire Spare wires Leaving each controller, run six spare wires In both directions (twelve spare wires total). Install as 2 common spares (4 total) and 4 hot wires (8 total). Loop these wires Into each RCV along their path and terminate In the lost valve box controlled by the wires respective controller. The loop Into each valve box shall extend up Into the wive box a minimum of 8" and be readily accessible by opening the valve box lid. These wires must be all numbered and color coded as required In these plans, Controller and Pump .station Control Panel .grounding - Contractor to utilize 4"X8'X5/8" copper grounding plates, 5/8'X10' copper clad grounding rods, 'One Strike CAD wells at all connection points, /6 bore copper wire, and earth contact material. Install these and other required components as outlined in the detail. Contractor to verify that the earth to ground resistance does not exceed 10 ohms. Contractor .shall provide a written certification, on a licensed electrical contractors letter head, showing the date of the test, controller/pump location, and test results. Each controller/pump shall be so grounded and tested.. Each component must hove Its own separate grounding grid, unless they are sitting side by side, in which case up to two controllers can share a common grounding grid. LAYOUT Lay out irrigation system mainlines and lateral lines. Make the necessary adjustments as requiredto take into account all site obstructions and limitations prior to excavating trenches. Stake all sprinkler head locations. Adjust location and make the necessary modifications to nozzle types, etc.. required to ensure 100% head to head coverage. Refer to the Edge of Pavement Detail on the Irrigation Detail. Sheet. Spray heads shall be: installed 4' from sidewalks or curbed roadways and 12" from unwrbed roadways and building foundations. Rotors shall be Installed 4' from sidewalks or curbed. roadways, 12" from building foundations, and 36" from uncurbed roadways. Shrub heads shall be installed on 3/4" Sch 40 PVC risers. The risers shall be set at a minimum of 18" off sidewalks, roadway curbing,building foundations, and/or any other hardscaped areas. Shmb heads shall be Installed to a standard height of 4" belowmaintained height of plants and shall be Installed a minimum of 6" within planted masses to be less visible and offer protection. Paint all shrub .risers with flat black or forest green paint, unless Irrigation system will utilize reuse water, In this case the risers shall be purple PVC .and shall not be painted. Locate wives prior to excavation. Ensure that their location provides for easy access and that there is no interference with physical structures,. plants, trees, poles, atc. Val" boxes must be placed a minimum of 12" and a maximum of 15" from the edge of pavement, curbs, etc. and the top of the box must be 2" above finish grade. No wive boxes shall be Installed in turf areas without approval by the Irrigation designer - only in shrub beds. Never install in sport field areas. VALVES Sequence all wives so that the farthest valve from the P.O.C. operates first and the closest to the P.O.C. operates last. The closest valve to the P.O.C. should be the last valve in the programmed sequence. Adjust the flow control on each RCV to ensure shut off in 10 seconds after deactivation by the irrigation controller. Using an electric branding iron, brand the wive I.D. letter/number an the lid of each wive box. This brand must be 2'-3" tali and easily legible. EQUIPMENT All pop-up heads and shrub risers shall be pressure compensating. All pop-up heads shall be mounted on flex -type swing. joints. All rotors shall be Installed with PVC triple swing joints unless otherwise detailed. All sprinkler equipment, not otherwise detailed or specified on these plans, shall be Installed as. per manufacturer's recommendations and specifications,and according to local and state laws. TRENCHING Excavate straight .and vertical trenches with smooth, flat or sloping bottoms. Trench width and depth should be sufficient to allow for the proper vertical and horizontal separation between piping as shown in the pipe installation detail on the detail sheet. Protect existing landscaped areas. Remove and replant any damaged plant material upon job .completion. The replacement material shall be of the some genus and species, and of the same size as the material it is replacing. The final determination as to what needs to be .replaced and the acceptability of the replacement material shall be solely up to the owner or owners representative. INSTALLATION Solvent Wald Pipe: Out off pipe square and. deburr. Clown pipe and fittings of foreign material; than apply a small amount of primer while ensuring that any excess Is wiped off immediately. Prime should not puddle or drip from pipe or fittings. Next apply a thin coat of PVC cement; first apply a thin layer to the :pipe, next a thin layer inside the fitting, and finally another very thin layer on the pipe. Insert the pipe into the fitting. Insure that the pipe Is Inserted to the bottom of the fitting,then turn the pipe a 1/4. turn and hold for 10 seconds. Make sure that the pipe doesn't recede from the fitting. If the pipe isn't at the bottom of the fitting upon completion, the .glue joint Is unacceptable and must be discarded. Pipes must cure a minimum of 30 minutes prior to handling and placing Into trenches. A longer curing time may be required; refer to the manufacturers specifications. The pipe must cure a minimum of 24 hours prior to filling with water. Gasketed Plpe• With pipe in the trench, cut pipe square, deburr, and place beveled edgeon me"' portion of pipe, If not using a piece with a factory bevel. Clean pipe and fittings of foreign moterid; then .apply a small amount of pipe grease to the rubber gaskat on the female end. Fully Insert the male end of the pipe Into the bell end of adjacent pipe until the bevel Is Polly seated Into the bell. Restrain pipe as required. BACK FILL The Back fill 6" below, 6" above, and oround all Piping shall be of clean sand and anything beyond that In the trench can be of native material but nothing larger than 2" in diameter. Main line pipe depth measured: to the top of pipe shall be: 24" minimum for 3/4"-2 1/2 PVC with a 30' minimum at vehicular crossings; 30" minimum for 3' & 4" PVC with a 36" minimum at vehicular crossings. 36' minimum for 6' PVC with a 36' minimum at vehicular crossings; Lateral line depths measured to top of pipe shall be: 18' minimum for 3/4"-3" PVC with a 30" minimum at vehicular crossings; 24" minimum for 4" PVC and above with a 30" minimum at vehicular crossings Contractor shall backflll oil piping, both mainline and. laterals, prior to performing any pressure tests. The pipe shall be bockfllled with the exception of 2' on each side of every joint (bell fittings, 90's, tees, 45's, ate.). These joints shall not be backfilled until all piping has satisfactorily passed its appropriate pressure test as outlined below. FLUSHING prior to the placement of wives, flush all mainlines. for a minimum of 10 minutes or until lines are completely clean of debris, whichever is .longer. Prior to the placement of heads, flush all lateral lines for a minimum of 10 minutes or until lines are completely clean of debris, whichever is longer. Use screens in heads and adjust heads for proper coverage avoiding .excess water on walls, walks and paving. TESTING Soil: At a minimum of 2 locations on the site, soil tests for Infiltration and texture shall be performed according to the USDA Soil Quality Test Kit Guide. The tests shall be documented In a USDA Soil Worksheet. (All of the above is available at http://soils.usda.gov/sql/assessment/ testJdt.himl) The completed worksheet .shall be submitted to the owners representative for review/opprowl. Do not proceed without written direction from the owner/owners representative. Mainline: Remove all remote control wives and cap using a threaded cap on SON 80 nipple. FlII mainline with water and pressurize the system to 125 PSI. Monitor the system pressure at two gauge locations; the gauge locations must be at opposite ends of the mainline. With the some respective pressures, monitor the gauges for two hours. There can be no loss In pressure at either gauge for solvent -welded pipe. For HOPE pipe, see HDPE notes. For gasketed pipe, testing requires measurement of the water pumped Into the mainline system, using a hydrostatic pump, to maintain 125 PSI - this water volume shall be no more than the result of the following formula: L-(ND-VP)/7400 where L=Allowable leakage in gallons .per hour N=Number of joints in pipe tested D=Nominal diameter of pipe (In Inches) P-Average Test Pressure (in PSI) If these parameters are exceeded, locate the .problem: repair It; wait 24 hours and retry the test, This procedure must be followed: until the mainline passes the test. Lateral Lifullu The lateral lines must be fully filled to operational pressure and visually checked for leaks. Any leaks detected must be repaired. Operational Testing -Once the mainline and lateral lines have passed their respective tests, and the system is completely operational, a coverage test and demonstration of the :system is required. The Irrigation contractor must demonstrate to the owner, or his/her representative, that: proper coverage isobtained and the system works automatically from the .controller. This demonstration requires each zone to be turned on, In the proper sequence as shown on the plans, from the controller. Each zone will be inspected for proper coverage and function. The determination of proper coverage and function is at the .sole discretion of the owner or owner's representative. Upon completion of the operational test, run each zone until water begins to puddle or run off. This .will allow you to determine the number of irrigation start times necessary to meet the weekly evapotranspiration requirements of the planting material in each zone. in fine sandy soils, it is possible no puddling will occur. If this is experienced, then theoretical calculations for run times will be required for controller programming. SUBMITTALS Pra-Gonstrvcllom The contractor must submit for written approval, prior to installation, five (5) copies of the manufacturers cut sheets/specifications for all components to be used in the Irrigation system. After projilgit cam lepl tfan: As a condition of final acceptance, the irrigation contractor shall provide the owner with: 1. Irrigations As-bullta - shall be provided utilizing a sub -foot Global Positioning System (GPS) to accurately locate all mainlines, sleeves, remote control wives, gate wives, independent wire runs, wire splice boxes, :controllers, high voltage supply sources/conduit poth, control mechanisms, sensors, wells and watersource connections In Florida East State Plane, NAD 83, and COBS 96 format. The data collected shall be In POINT formot and Include on ID for each data point with Manufacturer, Type, Size, and Depth. All mainline and Independent runs of wire shall be located every 30' for straight runs and at every change of direction. Sleeves will be located at and points and every 20' of length. Ail underground Items shall include depth In Inch format. These POINTS once collected. shall be Imported Into an AutoCAD DWG geo-reforenced base file to be labeled accordingly. The completed AS -Built shall be a Geo-Reforenced OWF file and delivered to the owner on a compact disk (CD). 2. Controller charts - Upon completion of "as -built" prepare .controller .charts; one per controller. Indicate on each chart the area controlled by a remote contra valve (using a different color for each zone). This chart shall be reduced to a size that will fit Inside of the controller door. The reduction shill be hermetically sealed Inside two 2ml pieces of dear plastic. 3. Grounding Certification - Provide ground certification results for each controller and pump panel grounding grid installed. This must be on a licensed .electrician letter head indicating location tested (using JR plan symbols), date, time, test method, and testing results. INSPECTIONS AND COORDINATION MEETINGS REWIRED - Contractor Is required to schedule, perform, and attend the following, and demonstrate to the owner and/or owners representative to their satisfaction, as follows: 1. Pre -construction meeting - Designer and contractor to review entire install process and schedule with owner/general contractor. 2. Mainline installation inspeation(s) - ail mainline must be Inspected for proper pipe, fittings, depth of coverage, backfBl. and installation method 3. Mainline pressure test - All mainline shall be pressure tested according to this designs requirements 4. Flow Meter calibration - All flow meters must be calibrated, provide .certified calibration report for all flow meters. 5. USDA Sell Quality Tests for Infiltration/texture 6. Coverage and operational test 7. Final Inspection S. Punch list Inspection FINAL ACCEPTANCE Final acceptance of the irrigation system will be given after the following documents and conditions haw been completed and approved. Fnal payment will not be released until these conditions are satisfied. 1. All above inspections are completed, documented, and approved by owner. 2. Completion and acceptance of 'as -built' drawings. 3. Acceptance of required controller charts and placement Inside of controllers. 4. All other submittals haw be made to the satisfaction of the owner. GUARANTEE: The irrigation system shall be guaranteed for a minimum of one calendar year from the time of final Low once, MINIMUM RECOMMENDED IRRIGATION MAINTENANCE PROCEDURES 1. Every Irrigation zone should be checked monthly and written reports generated describing the date($) each zone was inspected, problems Identified, date problems repaired, and a list of materials used in the repair. At minimum, these inspections should include the following tasks: A. Turn on each zone from the controller to verify automatic operation. B. Check schedules to ensure they are appropriate for the season, plant and soil type, and irrigation method. Consult an LA. certified auditor for methods used In determining proper Irrigation scheduling requirements. C. Check remote control wive to ensure proper operation. D. Check setting on pressure regulator to verify proper setting, if present. E. Check flow control and adjust as needed; ensure valve closure within 10-15 seconds after deactivation by controller. F. Check for leaks - mainline, lateral lines, valves, heads, etc. G. Check all heads as follows: 1. Proper set height (top of sprinkler Is. 1 below mow height) 2. Verify .head pop-up height - 6' In turf. 12" in ground cover, and pop-up on riser in shrub beds, 3. Check. wiper seal for looks - If leaking, clean head and re -Inspect, If still leaking, replace head with the appropriate head with pressure regulator and built -In check wive. 4. All nozzles checked for proper pattern, clogging, looks, correct make & model, etc. - replace as needed 5. Check for proper alignment - perfectly vertical; coverage area is correct; minimize over spray onto hordscopes. 6. Riser height raised/lowered to accommodate .plant growth patterns and ensure proper coverage. 7. verify the .pop-up riser retracts after operation. If not, repair/replace as needed. 2. Check controller/C.C.U. grounds for resistance (10 ohms or less) once per year. Submit written reports. 3. Check rain shut-off device monthly to ensure it functions properly. 4. Inspect all filters monthly and clean/repair/replace as needed. S. Inspect backflow devices by utilizing a properly licensed backflow Inspector. This should be done annually, at minimum. 6. Inspeat all wive boxes to ensure they are in good condition, lids are in place and locked. 7. Check pump stations for proper operation, pressures, filtration, settings, etc. - refer to pump station operations manual. 8. Check .and clean Intake screens on all auction lines quarterly, at minimum. Clean and/or repair, as needed. 9. Winterize, if applicable, as weather in your area dictates. Follow manufacturer recommendations and blow out oil lines and equipment using compressed air. Perform seasonal startup of system as par manufacturer recommendations. 10. Conduct additional Inspections, maintenance tasks, etc, that are partimfor for your site. PROJECT NO. 2014-07 DESIGNED BY JAS DROWN BY JAS CFECKBDBY JWRfTDC DALE W6/14 DRAWING SCALE DRAWINGTIT E IRRIGATION SPECIFICATIONS DRAVJd4G NUMBER I ®1 SHEET 11 1 11 g I d 5 1 6 9 ITEM NUMBER IV. B. PUBLIC HEARING CASA MIRELLA PHASE V PRELIMINARY/FINAL SITE PLAN 1' a or S. Scott. V,111dor";rift; City 11_mmn _,er Rohert Frt mk florida STAFF REPORT TO: The Planning and Zoning Commission FROM: Michael Rumer, MPA, City Planner e� DATE: September 9, 2014 SUBJECT: Casa Mirella Phase V Preliminary/Final Site Plan - Project # LS-2014-002 ISSUE: C(milmsblot]E'7'; Jahn G1 (w,111, 1)1strwt: I l�o�cllt�tt �� 1��il�en, I)1�t1•ict lio�t� Jolu� on. District :t Joel I�. l�c�llcr. Ui�trict Should the Planning & Zoning Commission recommend approval of the Preliminary/Final Site Plan for Casa Mirella Phase V? BACKGROUND: The subject property is located on Lot 3 of Casa Mirella located on the west side of Maguire Road and south of Roberson Road. The parcel of land is approximately 2.7 acres. The subject property is zoned Planned Unit Development (PUD) and is located within the Belmere PD. The Belmere PD, which encompasses +/- 455 acres, was originally approved by the Orange County Board of County Commissioners on May 21, 1985, as the Lake Whitney PD. The northern portion of the PD was set aside as Tract G which consisted of 177 acres that was labeled as `Future Development'. In 1995, the PD Land Use Plan (LUP) was amended to permit 708 dwelling units in Tract G. A subsequent non -substantial amendment in 1999 carved out Tract H from Tract G. Tract H is the property that is now owned by the Unicorp entities. The 1999 LUP delineates Tract H as (1) Commercial totaling 42,960 s.f. and 5 acres maximum (2) Multi -family totaling 180 units and (3) Adult Care living Facility (ACLF) or Adult Living Facility (ALF) totaling 130 units. The LUP also explains how the multi -family and ACLF or ALF units can be converted to single-family units. The LUP states that one multi -family unit is to be counted as equal to one single-family unit and seven (7) ACLF or ALF units are to be counted equal to one single-family unit. The property has retained the Orange County Citrus Rural land use designation because of previous vesting. To date, Tract H has been developed as Casa Mirella with 42,960 sq. ft. of commercial and 216 multi -family units. Lot 3 has been set aside for 85 ALF units. The applicant is proposing to convert the 85 ALF units to 12 residential units and add 48 more units to the PUD in order to construct 60 multi -family units. The Planning and Zoning Commission Meeting Date September 9, 2014 Page 2 of 2 The table below references the future land uses, zoning classifications and existing land uses of the surrounding parcels: DIRECTION: CURRENT FUTURE LAND USE CURRENT ZONING North Orange County Citrus Rural PUD (Commercial) East Ocoee Commercial PUD Commercial and Residential South Orange County Citrus Rural PUD (Residential) West Orange County Citrus Rural PUD (Residential) DISCUSSION: The Casa Mirella Phase V PSP/FSP is a multi -family dwelling project that proposes a total of 60 multi -family units. The 60 units will be provided for in two separate buildings. One building will contain 36 units and the other 24 units. The stormwater will be handled in the existing stormwater management facilities and will require a modification to the existing SJRWMD stormwater permit. All internal roadways in Casa Mirella V will be private and will be accessed through the existing gates. Casa Mirella Phase V PSP/FSP proposes a continuance of the 6' high decorative wall along Maguire Road. The appropriate buffer planting will be placed between the sidewalk and wall along Maguire Road. A wall and pedestrian gate will be provided on the north side adjacent to the driveway off Maguire Road. Casa Mirella Phase V PSP/FSP proposes a new playground tot lot area and dog park to take the place of the existing passive park. Potable water and sewer services will be provided by Orange County. The City of Ocoee will provide solid waste services, reuse water, police and fire protection. Finally, the Applicant has requested no Waivers from the Land Development Code for this project phase. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on September 3, 2014, and reviewed the Preliminary/Final Site Plan for Casa Mirella Phase V. The Police Chief commented on the future ordinance requiring gated developments to use the "Click2Enter" system for their entry gates. When the discussion was finished, the DRC voted unanimously to recommend approval of the Preliminary/Final Site Plan, subject to the resolution 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 Site Plan for Casa Mirella Phase V, subject to resolving any remaining staff comments before the City Commission meeting. The Planning and Zoning Commission Meeting Date September 9, 2014 Page 3 of 3 Attachments: Location Map; Aerial Map; Preliminary/Final Subdivision Plan for Casa Mirella Phase V stamped dated received by the City on July 29, 2014; Pictures c�i•��1�%phi LAKE WHITNEY LAKE RHEA Location Map Casa Mirella 17 miff., di = �•�4 I� 1 I LY LAKE PEARL EEEEj `D{KE BONNET 1 � I �lILn r LJ1 i I 1 Y 0r Ir als/ /fa4 a oo gau oylp4 k ct Cti DS O ooii a szi T .. 4 8 i ce % ili! k- - t1 ,kt, r. 4.,_ , eieosel .4, ail. k. - @SOHess@U J UOS. IagO o it < - '• - xs- - t ., I, r 4.`r"rear ., a " % , ; 41" 7, ieW44 .- wAir4, 0 4, 110 s - 4'a c . L I }e" M 0 now LA-w1- 1v w IN mom® mu no ummmw ® Iftff 2 a 7940 VI"a Dellagimo Way, Suimte 200 Orlando, FL 32819 PHONE,n 407.999.9985 FAXam 407m999m9961 SHEET INDEX VICINITY MAP 1. COVER & LEGAL DESCRIP11ON . BOUNDARY SURVEY W.B. McGEE HWY. 50 4. AERIAL & OVERALL DEVELOPMENT PLAN ® I FL1�9'S €�EIK NAGE DETAILS TOMYN RD. 6. HORIZONTAL GEOMETRY,SIGNING ®GEOMETRY DETAILS w . GRADING, z x MARCH 21, 2014 9. EROSION CONTROL DETAILS cn 11. WATER AND SEWER DETAILS 00NAL0 Ws MCINTOSH ASSOCLATES, INC. Jx ENG INEERS PLANNERS SURVEYORS 12. WATER AND SEWER DETAILS SITE ....... .... 2200 PARK AVENUE NORTH, WINTER PARK, FL 32789 407.644.4068 13. WATER AND SEWER DETAILS SECTION n t, TOWNSHIP 22 SOUTH, RANGE 28 EAST THE t PROP APPRAISE PARER® [ AS ESN DINE A EONF NEE "MANUAL OF UNIFORM MINIMUMHIGHWAYS F, DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND CONSTRUC71ON PLANS WERE PREPARED IN ACCORDANCE NTH THE CITY F OCOEE REGULA71ONS r~ F;\Proj2013\13215\EDWG\NGVD29\FE\13215—cover,dwg O # r • r • • ! • r a t % r • i • • r r •.', r r • ! • • •; • - • r r r • 02. SURVEYOR'S REFERENCE BENCHMARK: r p p , r • ! r . % • ! px Yi p • % xrr%• rr •` • r x % % t % % i r t. % ♦ a a r r r • • • ♦ • p % b Y, • • r 1 1 r i � # • •• r • •. r • r • • r r r i r • A r • b r ! x • r • r r ♦ r r r r • % r. r• ♦ ••r • •. r r • ri! - r r•� pr 3 !p ! !: r : irr• r ♦ ! i A! ! 3 pr , ,r. 1• - • - ! i x > % r • .• rx: •w x �: i fkp :. p % %►pr t.+ %#. p i. p+ a %. •. z.rr.p • r. r • r' • r ri_ r i i r r • r # • r f Y # # r a ♦ Y • - t # p - • - rrr - r • • ! i p � p % •' i • 1 • i • 1k x % x i • r i r. . r.. r. • Y p • .! 3 r • • • • • K i ! A p ! # K - • f • e « • • r f i" , r = • • • • • r • • • ! r - s p r •• % •r r ., p b p •. 't A t i 1 i • r • r • i i r rp ! A! • • r • % % % • i i r • - 1 t - • % %% •,r • • r •. • • r • • • r r • • • • # • • • •_ • i • ; is t :' : r • e • ! % rr % w 3 • • • r ' i : r:. • • • r ! r % r r rr • • • ` : • r • % • rY • r y % yy i : � . r - • �: . 1 p � p x ! r . % •` x- r i b % Y •.r !rx r • r • r r ! ! 1,� rr•7'arti �., Y • r !• r ! r • • ! i r r % r r%. r i r •... • % r • r • � • ii r Y . • r • % Y Y.r► .. i a .p p► p it • • r r r i •- r •-A • • r r •, r- r • f 0 MATERIALI ITI 3. VAULTS FOR RECLAIMED WATER HOSE BIBBS AND OUTLETS SHALLBE LOCKED OR REQUIRE A SPECIAL TOOL FOR OPERATION OF HOSE BIBBS AND OUTLETS. 01. STORM DRAINS SHALL BEREINFORCEDCONCRETE PIPE, PER AS C-75 CLASS III, UNLESS OTHERWISE SPECIFIED.: LIFTING' HOLES ARE PROHIBITED. 24. LOB TRAJECTORY NOZZLES ARE TR E ORY NOZZ E E REQUIRED WITHIN 100 FEET OF ANY OUTDOOR PUBLIC EATING DRINKING R C , G 0 BATHING FACILITIES. 02. UNDERDRAIN (IF SPECIFIED) SHALL BE HEAVY-DUTY CORRUGATED POLYETHYLENE PIPE WITH FACTORY -INSTALLED FILTER FABRIC AS MANUFACTURED BY ADVANCED DRAINAGE SYSTEMS 25' A RESIDENTIAL DUAL CHECK VALVE R OTHER BACKFLOW PREVENTION DEVICE AS (ADS), OR APPROVED EQUAL. SPECIFIED BY THE SEWER/RECLAIMED WATER UTILITY COMPANY IS REQUIRED ON ALL POTABLE WATER LINES AT EACH BUILDING WHICH IS SERVICED WITH RECLAIMED WATER. 03. UNDERDRAIN DISCHARGE PIPE SHALL BE PVC PER ASTM D3034 SDR 35 WITH ELASTOMERIC JOINTS, NON -PERFORATED. 25. SIGNS SHALL BE POSTED IN THE VICINITY OF PUBLIC RECLAIMED WATER -IRRIGATION SYSTEMS, ,ADVISING THE PUBLIC THAT RECLAIMED WATER IS USED. 04.A TYPE P STRUCTURE BOTTOMS SHALLBE ROUND . � W�� .�_��. .& 2 -- V E. P ETC, SHALL HAVE 4 FOOT DIAMETER. SHALL, 70 747-E EX _ RE AZr00S, ABLE, %07 SHE:. ,1_ANGLAL TI-I SCE COVERS, FOR WATER 05. ALL CONCRETE CURBS, SIDEWALKS, ,NLETTOPS ETCSHALL B E 3000 PSI MIN1 ,UV SYSTEM UNLESS OTHERWISE SPECIFIED: 28. E:LA.VEZ_WA ER SYSTEMS A 0,,SSE WATER SYSTEMS SHALL NOT BE �+ �y�p g I �#, .,-.� .. ,. E NYOPLAST INLINE DRAINS AND DRAIN BASINS s.}�# �.... 0. YARD DRAINS SHALL B -. � .� �.� CROSS A,I� AIR GAP � � � � . ��� ..�,, O. T'A� �,. � �,AVIE?'ERS IS REQUIRED BETWEEN SUCH .. NIA OR AP .. WITH CASTIRON GRATES AND WATERTIGHT ADAPTER CONNECTIONS ( PROvEo WATE R . SDR35 SHALL B D303 E USED O A� ED FOR PIPING: PVC CONFORMING T , 07. YARD DRAIN PIPI A OF AP �.. AREAS _ R�.L_ O BE CLOSER ALL PIPE RUNS IN WHICH ANY :PART LIES UNDER PAVED AREAS,. SAID PVC OR HEAVY DUTY ,. � , A Fes,. r �t� .t THAN 7� . PUBLIC O, P ,. W CORRUGATED POLYETHYLENE MAY BE USED FOR ALL OTHER RUNS. MATERIAL SELECTIONS SHALL BE CONSISTENT THROUGHOUT THE PROJECT: 0. NO RECLAIMED WATER TRANSMISSION FAFACILITY/MAIN SHALL BE WITHIN 75 FEET OF ANY PUBLIC WATER SUPPLY WELL. SIGNING AND MARKING 01. ALL SIGNAGE PAVEMENT MARKING AND TRAFFIC CONTROL DEVICES SHALL BE IN (ORANGE COUNTY UTILITIES REQUIRED NOTES) TRAFFIC CONTROL DEVICES R T UNIFORM TR CES FOR STREETS AND ACCORDANCE WITH FHA MANUAL ON UNI, E �, -� 4 -��. .� - �, �, 1. ALL EXISTING UTILITIES HAVE BEEN FIELD; V.�;�� A,; �:_ P T CONNECTION TO AND HIGHWAYS", LATEST EDITION. AT ALL AREAS OF CONFLICT WITH OCU MAINS. 02. ALL HANDICAPPED PARKING SPACES SHALL BE DESIGNATED BY APPROPRIATE PAVEMENT 2, ALL UTILITIES LOCATED OUTSIDE OF PUBLIC RIGHTS -OF -WAY AND EASEMENTS' SHIALL BE MARKINGS AND SICNAGE. PRIVATELY OWNED :AND MAINTAINED. 03. BLUE REFLECTIVE PAVEMENT MARKERS SHALLBE PLACED OPPOSITE FIRE HYDRANTS IN 3. THE CONTRACTOR SHALL NOTIFY }C CON,,. DIVISION 4- - 4 - TRUCTION VI ION (07 5A 27 5) B FOURS THE CENTER t1 F THE NEAREST TRAVEL LANE TO MARK THEIR LOCATIONS. PRIOR TO ANY UTILITIES CONSTRUCTION. 04. REGULATORY SIGNS (STOP, ETC.) SHALL BE 1N PLACE PRIOR TO FINAL INSPECTION OF 4. THE CONSTRUCTION OF ALL UTILITIES CONNECTING TO OCU UTILITY SYSTEMS SHALL PAVING IMPROVEMENTS. CONFORM TO OCU'S STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL AS -BUILT DRAWINGS WILL BE REQUIRED WITH THE FOLLOWING INFORMATION. A) STORM DRAINAGE 01. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER/GRATE AS WELL AS OTHER STRUCTURES (HEADWALLS, CONTROL STRUCTURES, ETC.) 02. INVERT ELEVATION OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE, INCLUDING UNDERDRAIN PIPES. # -#r • ..ml% 05. INVERT ELEVATION AND TWO HORIZONTAL... TES FROM PERMANENT VISIBLE OBJECTS TO ALL STORM STUB OUTS, UNDERDRAIN CLEANOUTS , AND YARD DRAINS. B) RECLAIM WATER SYSTEM 01. ACTUAL LENGTHS OF PIPE BETWEEN BRANCHES AND VALVES IN THE RUN. LOCATE WITH MEASUREMENTS FROM PAVEMENT VISIBLE OBJECTS ALL FITTINGS 02 LO ACCESSORIES / FROM THE SURFACE MINIMUM O POINT TIES). NOT VISIBLE F M ( ) FIRE HYDRANTS, WATER SERVICES BLOW -OFF ASSEMBLIES AND 03. LOCATIONS OF ALL RE H TOP FITTINGS AN MINIMUM OF 1i0 FOOT SPACING ALO OF PIPE ELEVATIONS AT ALL ITTN D A MI NG THE LENGTH OF THE MAINS. • - • • Y - A p it - xrr • Y • #-• r x •-! p ! p x ! # Y !Y%! • # • • r % %. • • •YA ! 1 WATER, SEWER . N I SPECIFICATIONS-. GENERAL: Y i A •- r- i a �, x - Y f • • • tweI00:11 IN r .! • x r, rrr • .• p • p r r • r • % i • r r •b r i •• r Y � 1 %% i # ♦ ♦ Y p- - • p r # ♦ 1 r ! r # r f' r pY • • • • r • r r p ♦ p i% r p ! �# ! a Y Y ti r # r Y %• r r ! # p , - : - r p 3 r • • . # ! 1 x is ., • r R IY�llrrl\!�+ • r i •. r • 4 r r • r r • Y Y Y r r , r ►x - i r -+ %,% • rp r= r rr r r r .Y # Y r# t r, Y.%• r :• x • - •r r r • r IRRIGATION- 01. IRRIGATION MAINS TRANSMITTING RECLAIMED WATER MAY BE SHOWN IN THESE DRAWINGS FOR REFERS ONLY TO ASSIST WITH REQUIRED POSITIONING REFERENCE AS T Q RELATIVE TO THE CIVIL UTILITIES L CITIES AND DRAINAGE WORKS SEE NOTES REGARDING PIPE SEPARATIONS). CONSTRUCTION SHALL ( ) BE FROM CONSTRUCTION DRAWINGS PREPARED BY OTHERS, SPECIFICATIONSSEED AND MULCH !fflpjer (September through January) Per Acre Rye Gross 30 pounds Bahia Grass (90% green or better) 70 pounds Fertilizer 10-10-10 Stage 1 (at planting) 400 pounds Stage 2 at germination) 400 pounds 9 ( 9 ) rin Februarthrough March) E Rye Grass 20 pounds Brown Top Millet 20 pounds Bahia Gross (90% green or better) 70 pounds Fertilizer 10-10-10 Stage 1 (at planting) 400 pounds Stage 2 (at germination) 400 pounds thr Summer (March _QAL,gh_August) Brown Top Millet 35 pounds Bahia Grass (90% green or better) 70 pounds Fertilizer 10-10-10 Stage 1 (at planting) 400 pounds Stage 2 at germination) 400 pounds 9 ( 9 ) LEGEND EXISTING f (STRUCTURE DESIGATI ) P POSE DRAINAGE LINE & SIZE 15 DRAINAGE LIE CALL -OUT 5 LF 15D 0 0.20% DITCHBOTTOM INLET 1-1 CURBINLET (I—) em DRAINAGE MANHOLE (D —) CONTROL STRUCTURE (CS-4 MITERED END SECTION E-5 { } .,. STRAIGHT EN ALL(SEW-7) SURFACE DAINAG IRC N ,:. '..:... S W ALE «: . CONTOUR ELEVATION 100 SPOT GRADE .ELEVATION .100.00 FINISH FLOOR ELEVATION 90. /A LOT GRADING TYPE a,.. SLOP (HORIZ T) 1110_511 BENCHMARK N/A SOIL BORING N/A ES11MATED WET SEASON WATER TABLE N/A / 100 YEAR FLOOD LIMITS N/A HAY BALE OR SILT FENCE FENCE LINE W/ GATE ��-- N/A DESIGN NORMAL WATER ELEVATION DNW EL 100 N/A DESIGN HIGH WATER ELEVATION H L 100 S A-5 STORMWATER MGMT AREA DOMESTIC WATER & SIZE BW N/A FIRE HYDRANT ASSEMBLY FIRE HYDRANT /A WATER VALVE ..._. PLUG VALVE K VALVE CHECK N/A DOUBLE CHECK VALVE '- REDUCER RECLAIMED MASTER METER SINGLE SERVICE DOUBLE A SERVICE BLOW —OFF 80 PLUG - CLEAN OUT CO DUCTILE IRON PIPE SIZE 20L I /A WATER BAC—T SAMPLE POINT BUILDING SETBACK LINE BSL /A STOP BAR " SIGN & DESIGNATOR R1-1 LANDSCAPE BUFFER B N/A PHASE LINE EDGE OF WATER N/A �J s , C IRV aV IRV ca s1 105 i' 1' � SET N&D #LB 68 (SW 3.0 E-APU) CLF (53.5'E-APU) COLUMN CORNER (0.2'S-APU) 0 CLF,R O � CLF r r I�u s EEP. GT SW--(APU) CLF TEMPORARY CLF-(APU) 0 TRACT A I (OPEN SPACE) I LOT 3 MAGUIRE SHOPPES it MAGUIRE SHOPPES It PB 71, PGS 54-56 PB 71, PGS 54-56 I I SE CORNER, TRACT A I OHW(2.4'E) I I � I I I I I I I LOT 1 CASA MIRELLA (PB 72, PGS 124-126) CONC STRIP BRICK PAVER ..r" SET 1 f2" IRC AB 68 (WALL 1.6'N-APU) UTILITY EASEMENT o I PB 71^ PGS 54 CN I I ® -®56 -- --------------------------- �N �I i II is v� O ry z �I II z q4� -CONC STRIP CONC STRIP fi SET 112" IRC 98 6$ BRICK PAVER CONC SW-(APU) BRICK PAVER (SW 3.1'W--APU) 2' C&G N LINE LOT 3 2' C&G FND 5/$" IRC #7106 (Q.16'S x 0.05'W) ® a s EB N EDGE CONICS RM ®to 42 S EDGE CONC SfW-APU GL i SMH(7.7'S-APU) BORAPU) RM(APU)® UP(2.2°E) I P) °ER RV(1.6' APU) GL* G EEP SSDDEWALK * 7-112" (13.1'S-APU) C 1 ' ONCE G WIDE WALL I COLUMN7(TYP) GL'>rc is GL UP 9' WIDE GW WALL C GL I N CLF 4i I TEMPORARY X UP I �' CLF-(APU) t (PB 7Z FIGS 124-126) ics � TEMPORARY W LU L I I SIGN I � n I I 1 TEMPORARY CLF 6 ` I SIGN j n I CLF I p 0 TEMPORARY LU � ^T DOUBLE SIGN I I 00 I { I ^J Ca a - TEMPORARY N uJ SIGN I I 1 I I CLF x TEMPORARY I SIGN I I EWORARY CLF-P(APU) I I I I I I se L'j, i I CL_ I CLF ram- 2 U I rn UP(3.1'E) � I � s� i E I Y I I � � TEMPORARY CLF (APU) yi I X �^ I I I I I 0 h4 I I SCJR 5:O -(APU) I 1 X 6 AP#-'q s X 6 126 x � m I t X Is x q DMH 1 t.1 N (APU) c :A'W-(.APU) COLUMN N89* " CORNER CLF (0.7'S) NC DMH WALL I Ifif UP 2'9'x2'9" CONCRE COLUMN TYP) T 1 I CASA (PB 72 PGS 124- 126) x �Io III II I SOUTHEAST I CORNER LOT 1 I WA ANDZ"O -TRACT E- (PRIVATE ROAD) (COMMON AREA) EL . ERE WLLAG 02 (PB 48, PGS 5-69) (RIGHT-OF-WAY WIDTH VARIES) I S Isy' LI EQ / 6..5 LINE NUMBER (SEE LINE TABLE) 6B2f?EWA S AIR CONDITIONER A/C Ct CURVE NUMBER (SEE CURVE TABLE) APPROX APPROXIMATE A= CENTRAL ANGLE (APU) APPARENT PHYSICAL USE R= RADIUS ASPH ASPHALT L= ARC LENGTH CB_ CHORD BEARING BC BACK OF CURB C= CHORD BLW BLOCK WALL TB= TANGENT BEARING BWF BARBED WIRE FENCE T= TANGENT CW CONCRETE WALL (39 x SPOT ELEVATION (EXISTING) CLF CHAIN LINK FENCE CONC CONCRETE NUMBER OF PARKING SPACES CB CONCRETE BLOCK (INCLUDING HANDICAP) q CENTERLINE CM CONCRETE MONUMENT SIGN CUP CORRUGATED METAL PIPE SEC 5-16-31 SECTION, TOWNSHIP, RANGE C&G CURB AND GUTTER (G) COMPUTED CS M CONTROL STRUCTURE DMH 0 DRAINAGE MANHOLE (D) DESCRIP77ON MES 10 MITERED END SECTION INLET CURB INLET ELY EASTERLY GIMH CURB INLET W17H MANHOLE ELEV ELEVATION CB In CATCH BASIN EP EDGE OF PAVEMENT UD r UNDERDRAIN ESMT EASEMENT YD o YARD DRAIN FNa FOUND USM o UNDERGROUND SANITARY MARKER FPC FLORIDA POWER CORPORATION SS00 SANITARY SEWER STUB -OUT PC FENCE CORNER SMH 0 SANITARY MANHOLE FF FINISH FLOOR ELEVA77ON RV N REUSE VALVE FOC FIBER OP77C CABLE URM® UNDERGROUND REUSE MARKER FDOT FLORIDA DEPARTMENT OF TRANSPORTATION CO r SANITARY CLEAN OUT FM FORCEMAIN FMV Yr FORCEMAIN VALVE ARV M AIR RELEASE VALVE GOV'T GOVERNMENT FM UNDERGROUND FORCEMAIN LINE HB HOSEBIB BOL 0 BOLLARD HC HANDICAP TMH 9 TELEPHONE MANHOLE HDPE HIGH DENSITY POLYETHYLENE UTM ® UNDERGROUND TELEPHONE MARKER TR o TELEPHONE RISER IR IRON ROD TVR o TELEVISION RISER IRC IRON PPE WITH CAP T UNDERGROUND TELEPHONE LINE IP CATV o CABLE TELEVISION MARKER ID IDENTIFICATION TPB o TELEPHONE PULLBOX IE INVERT ELEVATION FOCM o FIBER OP77CS CABLE MARKER LB LICENSED BUSINESS FDC 'i FIRE DEPARTMENT CONNECTION LNDSCP LANDSCAPE FH FIRE HYDRANT WV WATER VALVE MH MANHOLE WM o WATER METER MH'S MANHOLES WS00 WATER STUB OUT MES MITERED END SECTION BFP ® BACKFLOW PREVENTER (M) MEASURED BOV N BLOW OFF VALVE MB MAIL BOX WVBo WATER VALVE BOX W WATERMAIN LINE NO NO NUMBER RI REUSE WATER LINE NR NON -RADIAL UWM 0 UNDERGROUND WATER MARKER NT NON -TANGENT IRV N IRRIGATION VALVE NLY NORTHERLY RM o REUSE WATER METER N&D NAIL & DISK RSOO REUSE WATER STUB OUT DUO ORLANDO UTILITIES COMMISSION ESO (9) ELECTRIC STUB -OUT ORB OFFICIAL RECORDS BOOK EMH 0 ELECTRIC MANHOLE CUP CONCRETE UTILITY POLE (P) PLAT UP 0 UTILITY POLE PB PLAT BOOK ER o ELECTRIC RISER PC PAGE ERB o ELECTRIC PULL BOX PGS PAGES UEM UNDERGROUND ELECTRIC MARKER PVC POLYWNYLCHLORIDE LP LIGHT POLE PC POINT OF CURVATURE GW GUY WIRE POO POINT OF COMPOUND CURVATURE ------OH W- OVERHEAD WIRE PCP PERMANENT CONTROL POINT GL GROUND LIGHT PLS PROFESSIONAL LAND SURVEYOR E UNDERGROUND ELECTRIC LINE POL POINT ON LINE PRO POINT OF REVERSE CURVATURE CWP CROSS WALK POLE PRM PERMANENT REFERENCE MONUMENT TSB O TRAFFIC SIGNAL BOX PT POINT OF TANGENCY TSP 0 TRAFFIC SIGNAL POLE POB POINT OF BEGINNING SP 0 SIGNAL POLE (MAST ARM) POO POINT OF COMMENCEMENT PSM PROFESSIONAL SURVEYOR & MAPPER GM o GAS METER PVMT PAVEMENT GSO 0 GAS STUB -OUT GVN GAS VALVE RES RESIDENCE GVT N GAS VENT RCP REINFORCED CONCRETE PIPE UGM (9) UNDERGROUND GAS MARKER R/W RIGHT-OF-WAY G UNDERGROUND GAS LINE R&C REBAR & CAP RD ROAD 12"0 TREE SIZE & TYPE RTW RETAINING WALL 0- OAK P - PINE SBT SOUTHERN BELL TELEPHONE CA - CAMPHOR SLY SOUTHERLY C - CEDAR SR STATE ROAD PM - PALM SW SIDEWALK E - ELM TCP TELEPHONE CONTROL PANEL MA - MAGNOLIA TEMP TEMPORARY GY - CYPRESS TFP TRANSFORMER PAD TYP TYPICAL UG UNDERGROUND SET IRC LB 68 WDF WOOD FENCE (UNLESS NOTED OTHERWISE) WPF MOD POST FENCE WLY WESTERLY WIF 4MRE FENCE M� .1417E MAY BE ITEMS ASOVE THAT MRS HOT WITHIN THE SCOPE OF THIS ERA NG TO BE LOCATED. MIRELLA, according to the plat thereof as recorded in Plat Book 72, describedPages 124 ffiro&4h 126, of the Public Records of Orange County, Florida, also being • BEGIN at the Southeast comer of said Lot 3, thence run the following courses alon!- sold Lot 1'.' - >r restrictions"W, 99.12 feet, thence N89*44'09't 26&07 feet th the POINT OF' BEGINNING. Containing 2.717 acres more or less and being subject to any rights —of —way r e owners.pparent Physical Use onto or from adjoining property or abutting streets is shown hereon as 'APU. prent Physical Use (APU) may indicate the existence of written or unwritten property rights between Ining 'earings based on the East line of LOT 3, CASA MIRELLA, as recorded in Plat Book 72, Pages 124 through of the Puclic Records of Orange County, Florida, being N00*15'51"W (Per Plat). • underground : installations, • r♦ s' or ♦ • r' • environmental •.,_ been addressed by this survey. 'tit dimensions shown from boundary lines to improvements (other than buildings) are to center of said 'ovements. All Symbols used to depict Improvements are not to scale. 411 adjoining rights -of -way, subdivisions and Information on adjoining properties shown hereon is from 7nation, shown on County Tax Assessor Maps. The undersigned surveyor and Donald W. McIntosh Associates, nelther attempted nor were required to do a title search regarding such Information. Users of this survey placed on notice that reliance on such information is at their own peril, in this regard. .1onument offset directions and distances are computed In cardinal directions from boundary corners relative he bearing ba .ands ss. hereon were not abstracted for rights—of—way,easements,ownership or other instruments a4 )rd by this firm. This survey does not show or address handicap ramps and slopes, sidewalk cross -slopes, exact dimensions striping of handicap parking spaces or any other items relating to Federal, State or local handicap pliance Fence ownership not determined unless otherwise noted. NOTE: THIS SHEET IS INCLUDED IN THE CONSTRUCTION rr"'LANS FOR INFORMATION ONLT. ENGINEER'S CERTIFICATION DOES NOT INCLUDE SURVEY. GENERAL NOTES: 1. THE SCALE OF THIS DRAWING MAY HAVE CHANGED DUE TO REPRODUCTION. R Cn * 1 rr 1 J 0 wee II, s • ' rr ,. •, 0 i. 1 c +h i♦ } r it w. w LJJ LLJ w UJ I 0 LLJ a. 3:ti 0- x L&J LLJ En LLJ z im z z Al co Y. ai 04 z 04 �o wuJ z3oz ac6wz•z mw<o * LL! ll,� CL C) qooflx Z < <U)wo z 0 0 w 0 D 11 ti YY EWMMA z LJLJ uJ 0 > LJ LL. Zil < 0 < 0 W CLII'l LLJ LL. Lj > 00 LLJ GENERAL NOTES: V) 1 . SEE NOTES, SPECIFICATIONS & LEGEND o z .2 lr�m SHEET FOR ADDITIONAL INFORMATION W LL INCLUDING VERTICAL DATUM. w :r 0 of IN (n 2. THE SCALE OF THIS DRAWING MAY HAVE CHANGED DUE TO REPRODUCTION. •111,111111 1 p i 1111111! 5111 LEGEND DISABLED PARKING SPACE SEE SHEET 6 FOR SIGNAGE AND STRIPING Rl —1 REGULATORY SIGN & TYPE (PE UTCD) @ NUMBER OF PARKING SPACES 20' DIMENSION 2®8 EDGE OF PAVEMENT RADIUS DIMENSION x102 COORDINATE POINT Ll LINE DATA DESIGNATION C1 CURVE DATA DESIGNATION 4' THICK CONCRETE (MIN.) 3,000 PSI, CLASS I CONCRETE CONTROL JOINT SPACING 5X5' I. SAW CUT DEPTH 1" a SEE HARDSCAPE PLANS FOR WIDTH & GEOMETRY a 4Z I I DEMO EXI STING CONCRETE SIDEWALK ii,.AND REPLACE AS SHOWN�. 4'� 12 8 I ri TYPE I I PROPERTY LINE 61 go Typ 60 A 3 a CONCRETE WEEL 4# STOPS (TYP) 4do 68 12'53 @ - - (L--% &\(D 666 69 72 5 1250 70 71 A!h52 L2 3 lop FIRE LANE SMPING, SEE DETAILS SHEET 6 124 125 119, 120 123 126 cp 127 (o 24" STOP BAR & 60 STOP SIGN (R1-1) 12' 12' to 15YV ry DOG WALK PARK 18' 155 154 156 153 150 157 152 151 ut OD 109 108 113 90 110 107 10' Typ . ........... . A xr„11112 1106 1 PROPERTY BOUNDARY 11� Ill 1: 1 --=:—Ttm— 13 HC SPACE STRIPING & SIGNAGE, TYR. SEE DETAILS 70 70 7' INSTALL NEW 4' PEDESTRIAN tt GATE AND MATCHING COLUMN, SEE HARDSCAPE PLANS FOR DETAILS. iYF� '78 75 k�' 81 76 -,r7 f- 5' 12' RA L;j a c,i fS FIRE LANE �TRIPING, N SEE DETAILS1 SHEET 6 130 131 129 32 91 Typ Go (D de 128 11 133 1 134mi 6k 142 90 6# 9# 00 (@ @ Ty� Typ 147 144 141, Q/ I I I I I I I I I I I g coo 146 145 co cli L5 f 57 ' A 4" WHITE 103 102 C-A 1� (TYP) 97 96 104 1 1 10, 101 '00 98 lo' 95 0 Typ @ 10511 100 991 94 93 LANDSCAPE J!fFER 6' HIGH SCREENWALL TO MATCH ADJACENT MATERIAL AND COLOR (DESIGN BY OTHERS) 1E 1-" A it it fy t. ad LIJ z z < ce 0 u- UJI Ld o Lj 0 uj Ld u- 0 IN 0 m SITE DATA 1. THIS PROPOSED PROJECT IS THE DEVELOPMENT OF THE PHASE V PARCEL ITADDITIONAL ULTI-ILY APARTMENTS. IMPROVEMENTS WILL INCLUDE UNDERGROUND UTILII , DRAINAGE, PAVED PARKING, SIDEWALKS AND BUILDINGS. cilf 2< LAND AREA: 2.726 AC 3. ZONING: LA L P T BELMERE P 4. FUTURE LAND USE: LOW DENSITY RESIDENTIAL _ cn . EXISTING USE/VEGETATION: VACANT, CLEARED GRADED PROPOSED6. USE: 60 MULTI -FAMILY APARTMENTS z 7. PHASING: I GL PHASE C3 8. BUILDING HEIGHT: E TORY, 45 FEET MAX. HEIGHT 9. STACKS - FRONT: 100 FEET FROM CENTERLINE OF MAGUIRE ROAD 10. BUILDING AREA (FOOTPRINT): BUILDING B8 (TYPE 11): 18,354 SF - 0.421 AC BUILDING 8(TYPE1): 12,382 S - 0.284 AC 11. FLOOR AREA RATIO(4MAX): 22. � 12. PARKING REQUIRED: (60 UNITS x 2.25 SPACES/UNIT) = 135 SPACES 13. PARKING (WITHIN PHASE V AREA): STANDARDSPACES ('x1 ') - 120 SPACES HC CES f1 �. CES TOTAL SPACES PROVIDED= 125 SPACES (2.08 SPACES/UNIT) Lu 14. PERVIOUS IMPERVIOUS AREAS En BUILDING AREAS: 3,3 F - 0.706 AC IMPERIOUS SURFACES (PAVING. SIR, QE%S ETC) 17.253 SF 1.08 TOTAL IMPERVIOUS SURFACE 77,989 SF - 1.790 AC TOTAL PERVIOUS SURFACE 40,75 SF - 0.936 AC TOTAL IMPERVIOUS SURFACE: 65.7% TOTAL PERVIOUS SURFAC • 34.3 O 15. ALL IMPROVEMENTS (PARKING, DRIVING AISLE, SCREENWALL, SIDEWALKS, LANDSCAPING,ETC.) WILL BE OWNED AND MAINTAINEDY THE PROPERTY CASA MIRELLA PD. z 16. ALL PROPOSED WATER, SEWER, RECLAIM & STORM IMPROVEMENTS LL BE OWNED AND MAINTAINED BY THE PROPERTY OF CAA MIRELLA PD. 17, TEXISTING S C COMPACTOR PROVIDED US WILL PROVIDED UTILIZINGD I T PREVIOUS PHASES. LOCAL FRANCHISE COMPANY HAS PREVIOUSLY" BEEN CONTRACTED TO PROVIDE PICKUP. 1® ALL LANDSCAPING SHALL COMPLY WITH THE CITY OF OCOEE CODE. SEE LANDSCAPE/HARDSCAPE PLANS FOR MORE DETAILS. 19. THE IRRIGATION SYSTEM WILL COMPLY WITH THE CITY OF OCOEE CODE. THE SYSTEM WILL CONNECT TO THE IRRIGATION YSTEM WITHIN THE EXISTING APARTMENT COMPLEX. NO NEW SERVICES RS ARE a_ REQUIRED. SEE IRRIGATION PLANS FOR MORE DETAILS. 20. ALL SITE LIGHTING SHALL COMPLY WITH THE CITY OF OCOEE CODE. _ 21. NO NEW OR ADDITIONAL SIGNAGE IS PROPOSED FOR THIS PHASE OF DEVELOPMENT. a 22m STORMWATER MANAGEMENT FACILITIES HAVE BEEN PROVIDED BY ELMER PD UNDER J D ER PERMIT NUMBER 40-095-20528. DURING PERMITTING IT WAS ASSUMEDTHIS TRACT WOULD A MAXIMUM OF 70% IMPERVIOUS SU FAC THE PROPOSED V LOP OF THIS TRACT IS BELOW THE MAXIMUM . ALLOWED IMPERVIOUS SURFACE, • IMPERVIOUS SURFACE. F E, A TOTAL. OF 23 N PORTION O PROPOSED D DEVELOPMENT NT AREA IS WITHIN 100 FLOOD HAZARD E. THIS PROJECT IS IN ZONE PER FEMA FIRM COMMUNITY PANEL NUM ER 105C 0220F, DATED SEPTEM3ER 25,� 2009. m R USDA S S FINE SANDS 37 D 4. PER SOIL SURVEY MAPS, E ONSI SOILS ARE St. JOHNS ( ), SAIBEL MUCK {4) AN 0 SMYRNA FIE S (44). 25. UTILITIES WILL BE PROVIDED BY: POTABLE G COUNTY UTILTI S REUSE CITY OF OC E WASTEWATER: GE COUNTY U11LITIES TRASHICU : COMPACTOR, LOCAL FCIS IC U ELECTRIC: DUKE ENERGY 26. TRIP GENERATION: PER ITE 8th EDITION(ADT ON A WEEKDAY) UNITS) x (6.65 TRIPS PER UNIT) - 399 AIT so CONDITIONS OF APPR�2VAL • r •• r y i�r•� i, �rrii,� !� i.G ,:fir RIGHT-OF-WAY AND ROADS INTERNAL TO THE PROJECT SHALL BE PRIVATE. WATER & WASTEWATERSERVICE BY ORANGE COUNTY UTILITIES RECLAIM AT VIC Y CITY OF OCOEE APPROVED WAIVER (PREVIOUSLY APPROVED PER ANNEXATION AND DEVELOPMENT AGREEMENT FOR BELMERE PLANNED DEVELOPMENT (ORB 9741;PG 367) ITEM CODE ISSUE STANDARD PROPOSED JUSIIFICA11ON AND PUBLIC BENEFIT En 1 ARTICLE V BUILDING HEIGHT SECTIONL ILY 35 FEET MAX. 45 FEET MAX. PROPOSEDIG T-O® A ICATIO TABLE 2 RESIDENTIAL cn GENERAL GEOMETRY NQTES ® 1. ALL DIMENSIONS AND TIESF PAVEMENT AND OUTSIDEC UIL I G. 2. ALL IMPROVEMENTS LL BE STAKEDCONSTRUCTION BY MEANS OF DIGITAL COORDINATES BY SURVEYOR 0 UTILIZING GEODETIC TOTAL STATION. SCALING OF DRAWINGS FOR PURPOSES OF STAKING ARE AT THE SURVEYOR'S RISK. cn 3> ALL PARKING STRIPING (EXCLUSIVE OF DISABLED PARKING SPACES) SHALL BE 4" WHITE PAINT. cn 4. ALL CURBING SHALL BE 6%16" VERTICAL CURB UNLESS OTHERWISE SPECIFIED. 5. WHERE VERTICAL CURB US SIDEWALK, INTEGRAL CURB AND SIDEWALK AY BE USED ATDEVELOPER'S DISCRETION. HARDSCAPE PLANS FOR SIDEWALKLAYOUT WI IN COMMON AREAS TWEEN BUILDINGS. 7. ALL CURB II ARE 3' UNLESS OTHERWISE SPECIFIED i r< r •' 1 i R.. • ., Y r�� Y r • Y • Y i i • r- • Y r• •- r � .i. • i r •' 1 • • • „ r raR • •R •R r- • • •*;r Y • ELECTRIC DUKE ENERGY 3300 EXCHANGE PLACE LAKE MAY, FLORIDA 3746 r ; ■ ! r - ! �r r F •*r I IIII II I R I I11 R r Y I • r * Illlll��llll��j��lj�� III Y r r « #, s. • !G I�� # i • r I IAI IIiI I p it I , II � IAI Ali r ♦ rr -r w- PARKING BY DISABLED PERMIT ONLY I� -i r• }r 1 2' DISABLED PARKING FAX (47) 942-9202 ABLED PARKING NQTES: CONTACT. J FF VA RIS (407) - 33 3 1. EACH SUCH PARKING SP, OR RAYMOND J (407) 905-3365 OUTLINED _ IN BLUE PAINT 4 F CABLE IGHTHOUSE NETWORKS, LLC 84 4 MAGUIRE ROAD 0 COEE FLORIDA 34761 PHONE (407) 532® 50 FAX (407) 656-1162 CONTACT: P.J. KING TELEPHONE SPRINT 33 N. MAIN S T WINTER GARDEN, FLORIDA 34787 PHONE (4 ) 14-5344 FAX (407) 14-5320 CONTACT: MIKE SHELL s BEAR, w THE Ian . PEA TIC OR THE C P11OI "PARKII OR BEARING BOTH SUCH SIGNS SHALL NOT BE B IN THE'SPACE. A E. ALL DISC sE SI G NNE D A N W ARCED 1,4� ""'R f„R'+�+a ""D. 4 � k x STAu A� � B TRANSPORTATION. _ BE CONSPICUOUSLY rani i � Ir 1U i � 11�*i 'r rli�l •� I r Y • R � Y"' THE DEPARTMENT OF . HANDICAP SIGN TO BE POT " ABOVE A MENT. 3' 6" RED 0 45' 0 3' O.C. 'FIRELANE NO PARKING' z 24"HIGH RED LETTERING F + - , -wi C<ML FACE OF CUR PAINTED RED # * •, Y ! i • iIiIII� '°� • • '* •• •� I • �I II� II I' • lir , i : pl IIIIII Ii IIII IIII III �I �q �� IiM , I II IIIIII„ 11® IllIiit3[-7jV&M'r IIII �# •+�:•« A• r w - w o I •. ' II yw n. il# «« .: • , ® �I« IIII IIIIII II II. « it IIII IAI III � IIII ,I III IIIII I .i• •e • • r ` • Y I I� ilII � « A i� .. I� iiI IIIIIII pull pll� iI '1 i � MIIiIII�III �Illllllllllll. 'YF w II, , J► ., it e : I i� w '1 r � IIII II. � «Ililllll I it u•« «: * � IIII IAI.. • .. I I,I� � iiI � U ;� IIII II �I�Illll III, I II � III i� IA • rM J'� .• a U5 iIII� * e •�i•. • � •.fie � .. II II Illl III IAI IIIIIII' I II IiI Ill IIIIIII ii �I� III � I IIII IIIII at as • i' : i i • �: Iii Ali IiI� i lull 11 41 IIN III � I�� .. III ..III i� IIIIIII III e w � � �II� NIII � IAI I •wJ �Y • IIII, N I IIIII INr! II IIII IIIII! II ill IIIII IIII i I V I U f I��IIIIII IIIIIII'Illl 11 II I _ r i i li Ilq I l I r 11-_ II,.IIIIIiI It,y, hIU IIIIIII IIIIII Ilpp I� IIII III � � III iII Ill I, II IIIII IIIII } .... �� w I�°`� ���I. lm '••�� •wee id�:: • rx P R � I IIIIII R III iI I • we •ww wY. III�II� IIII IIII IIII III a �� � / • • i IIII 1 IIIIIII 1 i • • II w � w IIII •i. •, •r+r ri w •1 • # •, y i • ` i, z LLJ z 0 0 EW-48 • A 60 L �-1 > L (n 00 O z! DNW 0 W 03 25YR/24HR DH </ 100YR/24HR PHW -EX STORM MANHOLE -EX. TYPE C INLET ...... . ... . TOP .88 T& 125.125 37 U) 0 W, INV 11 8J2 E INV 118.14 RAISE EXIST. TOP TO SW INV 115.29 i027 10 MATCH N INV 115.28 SILT FENCE E DRILL & C NE EXIST. .. I1. DEWALK GRADEP 25LF 2D 022 z iTYP k: CORE DRILL & CON�NNECT S INV 121.80 ANY 1 0.6 M g127. CS-53 127 160 10 127.50 DM-49 < -\ I N z 16LF I OD 00.94% cq: YD16 YARD DRAIN 0 B 9 N 11926.956 1 E 9655.534 YD1 1 YD11 YARD DRAIN TOP 127.10 M --k 126.50 N 11778.606 1 TYP E I _TJ 0 YDl YARD DRAIN E INV 122.37 io r--YD4 YARD DRAIN YD5 YARD DRAIN E 9652.141 0 22.37 0 NW INV� • (0 N 11595.494 N 11744.160 TOP 126.50 I`112_ 8.3 01 N 11702.827 rl% L 9bk% /.548 41 IF 8D 0 1® E 9687.053 E 9686.863 W INV 120.80 C) TOP 127.50 TOP 127.20 E INV 120.80 TOP 127.20 0 1-1 41 LF 12D 0 1.0%- - N INV 122.65 00 N INV 124.13 33LF 8D 0 I.OX 3.06 N INV 12 S INV 122.65 S INV 123.06 10D 0 1.03X 00 127.20 *127.2 127.70 Z 0 � �47LF 8D 0 1.06X 127.20 V: C4 YD10 YD1 YD2 YD3 YD4 yb5l D YD6 N 8D 8D-- 126.2 -17LF 8D 0 1.47X 8D 8 D 8 8D at YD15 YARD DRAIN z 127.9 N 11927.072 LO Ln 127.90' 0 127.90 T 128.20 28.20- /128.20 128.20 �J�l �218.20 01 E •9696.201 cn ji 28.20 .20 0111 ...... ------- cn 12820 128 0 TOP 126.60 ........ _-�YD9 YARD DRAIN 41LF 8D 0 1.OX 04 N 11841.541 E INV 122.78 YD10 YARD DRAJN 0 m 35LF 8D 0 1.0% W INV 122.78 N 11826.087 E 9692.967 C) 0 B 8 1 C,4 TOP 127.1 YD2 YARD DRAIN �] 33LF 8D 0 I.OX E 9686.485 z &7 SW INV 122.25 53LF I OD 0 I= < N 11628.494 TOP 126.20 J_ C) TvPE 11 E 9687.396, NE INV 123.00 co TOP 127.20 YD3YARD DRAIN YD6 YARD;�'DRAIN E INV 121.65 qq 0 [T?8.901 z N INV 123.80 N 11669.827 S INV 121.65 0 A 00 N 1177 765 0 S INV 123.80 E 9687.205 E 9686.703 CIO 21 •LF 8D 0 1.OX cq 04 i N TOP 127.20 TOP 127.20 47LF 8D 0 1.06X- V1 z 0 I j YD7 YARD DRAIN INV 122130 z N INV 123.39 < S INV 123.39 N INV 121�15 N 11841.687 YD14 YARD DRAIN-\' N 11927222 W INV 121A5 E 9748.073 W-- 15D TOP 127.1 Q E 9748.867 YD8 YARD DRAJN SW INV 122.25 TOP 126.60 1-4 TYPE F N 11826.305 E INV 123.31 0 I\ - r- 0 0 U- N 11578.624 E 9733.648 W INV 123.31 S, EXIST ®1 cp i P4 E 9827.305 TOP 127.00 r_ TOP 127.98 0 C14 z W INV 122.15 C14 41LF 101) 0 1® N INV 114.33 TOP 126.00 NE INV 122.15 z W INV 113.62 N INV 119.30 N Ln S INV 113.35 SE INV 119.00 IN N LOWER TOP TO 12S '2� 128.20C14 \EL 126.97, FLUSH W/ 2 8. 2 �6 128.20 YD13 YARD DRAIN 28.20 o jO 12- -8 720f� j L �q 127*90127.90 0 -*- L 1 1 -4- N 11927.337 CK OF CURB$ E 9789.534 0 C E DRILL & CONNECT 00 Ln C4 0 V4 QW0 TOP 126.60 TO 1 120.50 to 00 C) P�-! d - c� " 127.51 4 ci c� OR 00 1 zi E INV 123.72 11100 N f< r< r< P4 to ca i to r- w - - (0 0 to C-4 C'i 04 N C14 C14 C14 W INV 123,72 "Ole 125. N 04 clq z 127M M T T < 6 127�70 127.18 127.331i 127.56 �Ll 27,53 t N 126.60* 126.71 co -1 127M 1 26.;ks 38LF 8D 0 1.0% 127.0 i: g � r�, I" � I-~ c� m r- 04 W) c� 1 Ill N 04 CO Lo 127.80 C14 N r- LO LO r`z 0 to Lo Lq 1:ffg6 - N 9 U1136% IN N 'IN :N- N 1� V *1 '740 :fl 27.1 12 0 !M740 126.676.54 9) 27.10 4 12 7 'Ae 2 7D 126.35" 125. 5 uj TOW m HP 0.53% LIP 0,89% Hc 127M HP LP 0.51% 126.50 126.28 0, 51 1w 7 C14 0.60 126.00 ON- 1 -.01- 125,:_65 6 _5 0 126.26 s z 4 2 -3 126.75 1-4 15 D .7 LIJ < > TOW 0 le ��14OLF 15D 1-3 TYPE F E'v' 118. 127.5 1-2 TYPE F 118. ...... .. .. . - - ------- 20LF 18D •0126.37 00.50% 1M74 126.68 N 11718.232 126.830 0126.77 N 11857.468 0 SQ \ -YD12 YAR DRAIN iz- 00.5 - C14 _�DN/1-51 00.50- E :9826.662 E 9832.730 W \ 06 N 11927. 50, 2628 NN I N TOP 126.15 D N LO N rn C14 E 9 27.2 3 .10 360- It z 1 000 S INV 120.50 < 125 To TOP 126 IN 2 S 1 .00 z N NV 2 r-z P-Z W I I 126.83 0 127�04 126.88 E INV 120.00_ 127.19 cq N al 27.13 V) 127,1 C) EXIST DM-51A Lj_�67 3 _L2 C�41 I L C < SMA-B F- c TOP 126.19 In DNW (6 be 0 S INV 115.13 fD i 0 N 0$ 25V24HR DHW cqI RAISE TOP TO CY .50" 127.75 74 26.90 127 EL. 126.41 126,gi* mw 126.76 125M 126.8? Z!� "I 100 /24HR DHW cq L v v - 3 u 727.16 126.82 c� c� CORE DRILL & CONNEC NN N T 8 SEE SHE, 18.90 1 2% N 04 N cli NW INV I 0 wo ;? 0404 C14 64LF 10D 0 1.0% V) 00 126.80 0 126.40 126.54 127,39' 0, 126.46 15D Ml 9 YARD DRAIN EX 01.41% EX tl, 40.985 HP *128.0 0- LID 0 A x HP 0.50% 0.50% O�94% 126.75 M4% 127.15 ::*130.0 990 . 13 1126.70 126.00 0- 126.30- TO 27. CON CTORTO PROTECT EX 0 W INV .13 :; z 1-1 TYPE F ±130.0 EXISTI ENTRY FEATURE < NE INV 12 53LF 8D 0 I.OX 04 N 11721.059 126.51 126.90 127.00 AND N SCAPING TO THE 127.00 00 126.73 126.68 126.47" 126�240 0126.29• 0 0 a EX S E 9897.649 lipD1 130.0 GREAl EXTENT POSSIBLE i 0 1 .1 L: TOP 126.00 : w _fw- . L : I 2HDPE - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - 12HDPE - - - - - - - - ---- W IN 2 04 EX bet 1 00 0- N ±127.0 I w N 0 27.0, t W 127.26 127�75 :12 27.04 5 .126.87: J27.35 126.63 W 1-0-9c EX ±128.0 591F 8D 0 I.OX ........ . .. ..... .. 129,00 129.50. 9.00 128.00 128 40 128.700, . .. ... . ................... .. a OL128.0007; EX 27.5 1 L_Jr I � �l 27.70 "129.00 w 1 0 12 'l 27.00 27.40�m ix 0.45% 0.6% 12 f�jk -9 J.-Y. =s7m- - - - - _6 - - - - - - - % uj f 6.51 5J5 8D- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 �2_6.N_e - - - - - - 17 - - - - - - - - - - y /125.00 YD1 7 FLOW LINE 125.40 FLOW LINE FLOW LI 126.00 FLOW LINE 127.00 E ISTING SIGNAGE \-PROPERTY W TO BE REMOYEn (n BOUNDARY SILT FENCE "I u.j (6 TOTAL) -goa- A EXISTING CHAINLINK FENCE WALL CONTRACTOR TO TO BE REMOVED PROVIDE DRAINAGE WEEP Q) YD17 YARD DRAIN YDIS 'YARD DRAIN HOLES ALONG WALL IN < N 11638.013 N 11578.855 LOW AREA 0 E 9943.261 E 9943.533 TOP 125.00 GENERAL NOTES: < TOP 125.75 S INV 122.25 Nr r INV 121-66 3: .66 1. SEE NOTES, SPECIFICATIONS & LEGEND S INV 121 SHEET FOR ADDITIONAL INFORMATION MAGUIRE ROAD INCLUDING VERTICAL DATUM. 2. VERTICAL DATUM ELEVATION 128-20 IC INLET T, 1 OX 01., j8D--" .OX vna VADn REFERENCES GVD 29. < 3. THE SCALE OF THIS DRAWING MAY z 0 HAVE CHANGED DUE TO REPRODUCTION. 0 F: \Proj2013\1 3215\EDWG\NGVD29\FE\l 3215-grading.dwg co m cn 0 , r1l, C14 a- N 12 0 w cj ZKOZ Z W LO En 6 6(6wz m i z f< somm Z <o cnw z V) < 0 w 0 0 I I R Lli z V) < zi 1 0 LL. z " uj < z Ld 0 < 0 z CL > 0 z V) < C) m z '0 p1r) W LL 0 LO 04 n z w U) z 0 0cri z (n z Z3 0 En m cn z z 0 0 M 0 F- 0- z w z 0 cn En w m 5-1 z 0 EXISTING Gf w 0 z ce w z z 0 0 u- z z 0 0 0 m 0 I m� SEC'nON EXISlING C�758 MAIN . . . .... . . ........i. FILL IN 3" TO ONE SIDE OF EXISTING 12" WEIR NTH GROUT TO EXISTING TOP OF STRUCTURE 7�77-17-177 IN 4" THICK CONCRETE APRON 4" THICK CONCRETE APRON W, 6" TURNDOWN ON ALL SIDES EXISTING F.D.O.T. TYPE C INLET W/ GRATE EXISTING SKIMMER TOP EL 124.90 EXISTING STRUCTURE TOP EL 124.00 Lu a- 0 z .......... a. .......... 0 uj LLJ LAJ uj ate 0 U) Fl, . . . . . . . . . . . F: \Proj2013\1 3215\EDWG\NGVD29\FE\l 3215-typsects.dwg EXISTING 12" WEIR INV. 122.26 EXISTING SKIMMER BOTTOM EL 121.601 EXISTING ELBOW INVERT 120.00 /— EXISTING GRADE FRONT ELEVA11ON EXISTING GRADE BREAK EL. 117.5 BOTTOM -EL- ±1 08.0 1/4-- TOOLED EDGES W/ 1/8"RADIUS "JUL FILL IN 3" TO ONE SIDE k a A A op A A 1, 4 A Is 17 A A OF EXISTING 120 WEIR 14A 1, k z WITH GROUT TO EXISTING T < TOP OF SUCTURE b A A A A� A A 4 A 1� A 4 A 1, CONTRACTION JOINT T A b Ld TRA (N.T.S.) A ► A Ld LOCATE AT INTERVALS IN V) SIDEWALK EQUAL TO THE WIDTH A A A A AbA A Is b 1/2- A a A A A A A A A cat � A A A b A A bA < b A b A A —TOOL JOINT (TYP.) EXPANSION JOINT EQUAL TO WIDTLuH,: IG 6" DIA. PVC ELBOW W TURNDOWN (N.T.S.) LOCATE AT 30' INTERVALS W/ 2.75" DIA, HOLE IN SIDEWALK ,E CAP W/ NEW CAP W/ 2.5- DIA )RILLED IN CENTER SIDEWALK SHALL BE CONSTRUCTED WITH MINIMUM 3000 PSI COMPRESSIVE STRENGTH CONCRETE TYPICAL SIDEWALK DETAIL NTS m EL 127.50 —FLOATING TURBIDITY 61 BARRIER 2.6 EL 118.00 - LANDS, 8" 1 12' DRIVE LANE 12' DRIVE LANE 6"xl6" VERT. CURB, TYP. DESIGN NWIL 120.0 PROPOSED EL 117.50 12--1 EXISTING POND SLOPE PAVEMENT PROPOSED GRADE --\ RETAINING WALL W/ DECORATIVE HANDIRAIL/FENCE (SEE PLANS BY OTHERS FOR WALL AND FENCE DETAILS) COMPACTED CLEAN BACKFILL SECEON, D —2� NTS S, ME 6v 18' SIDEWALK PARKING SEE PLANS) 2% TYR. 1.5% 5% MAX. (1.57o AT DISABLED) 24' 18' DRIVE AISLE VARIES VARIES 2% P. PARKING 6"x16" VERT. CURB 2% TYP. 12" (TYP)\—MINIMUM 1-1/2" TYPE SPAL 10" SOIL CEMENT COMPACTED TO I. 5® -/ -111 ASHTIC OF AASHTO T-134 AND HAVE MIN. 7-DAY CONCRETE PER FDOT SPECS. COMPACTED IN DESIGN STRENGTH OF 350 P.S.I. PLACE TO ACHIEVE 95% OF THE LAB DENSITY 12" STABILIZED SUBGRADE FBV75 (LBR 40)/ PER THE MARSHALL STABILITY TEST METHOD AND COMPACTED TO 98% AASHTO T-180 TYPICAL DRIVE AISLE WITH PARKING SECTION NT EXISTING BUILDING f-EXISTING SIDEWAL.Kj :1 MAX MAX -------- PROPOSED GRADE 601y,:I-fi�� Al%ffi PROJECT SITE 7' SODZSOD/__I�, LANDSCAPE LANDSCAPE MAGUIRE ROAD Ai U.1h4m, �NLUP-a a ago=l 00 Z 04 in 06L,o I --Zo w cn zc6wz mw<o 0 z Somm Z x 0 < (n wo 0 .. D k 9 6-1 MIN 1® MAX SILT FENCE m U) 0 00 to fn M Lo 5- MAY, MEN Z ---------- FA UJ > co 0 L ------------- Lu ox m U) o qT 3 12" (TYP) U EXISTING GRADE 0 ui cu 0 PROPOSED C9 z 2" 4" PAVEMENT 6' HIGH SCREEN WALL (SEE PLANS LL cn COMPACTED CLEAN BACKFILL BY OTHERS FOR INFORMATION) �z < 209R 1/2-R U) m M cq Lu 3"R SECTION A —A 0 z uj ll-� to NTS 2! < 04 U CL m I> E a (> EXISTING TREES z > TO REMAIN Lu > ui PROJECT,I z> SITE Lu 0 w U) 6" VERTICAL C.U�R B. uj ..Xl 6. NO, 7S 12' DRIVE LANE VARIES Lu ol (8.7'—1 9.6') CL SOD/LANDSCAP NGI ca 0 0 z 0 cu 0 Lu cl, zo VARIES 1/2-R (n EXISTING CAA w 1.5% MIRELLA 6nx16n VERT CURB ENTRANCE VERT L+-41 I 40 FEATURE WALL 6" 27- 2% < 6" COMPACTED CLEAN BACKFILL 'PROPOSED INTEGRAL ru"PR SIDEWALK PAVEMENT SECfl 0 B—B. ITS NTS LIJ 0 NORTH uj < PROJECT SITE CAS A MIRELLA 12' DRIVE LANE 12' DRIVE LANE 18' PARKING VARIES (7.7-26) SOD/LANDSCAPING 0 _j EXISTINGIWALL u- Lj —J ul z 0 6"x16" VERT. EXISTING SIDEWALK 0 0 F— n %,umo, TYP. 6"x1 6" VERT CURB ---, 6:1 6-1 1 -2% PROPOSED PAVEMENT ---------- 0 Lj L---- --------- W EXISTING GRADE COMPACTED CLEAN BACKFILL < 0 SEC11ON C—C V) NTS GENERAL NOTES: 1. SEE NOTES, SPECIFICATIONS & LEGEND SHEET FOR ADDITIONAL INFORMATION INCLUDING VERTICAL DATUM. 2. VERTICAL DATUM ELEVATION REFERENCES o z W LL NGVD 29. w 0 T U) 3. THE SCALE OF THIS DRAWING MAY HAVE 50—FT. MINIMUM A 6—IN. MINIMUMFILTER CLOTH 1. BEFORE CONSTRUCTION ACTIVITIES BEGIN, CONTRACTOR SHALL INSTALL A SOIL TRACKING PREVENTION DEVICE 2— TO 4•—I ROCK (S.T.P.D.) TO E USED AT LOCATIONS FOR POINTS24—I. SIDE VIEW,OF EGRESS FROM UNSTABILIZED AREAS OF THE MINIMUM HEIGHT EXISTING GROUND PROJECT TO PUBLIC ROADS MERE OFFSITE ACKING ( ) OF MUD COULD OCCUR. TRAFFIC FROM USTA ILIIED AREAS OF THE CONSTRUCTION PROJECT SHALL BE DIRECTED THRU A S.T.P.D. BARRIERS, FLAGGING, OR ® •� � ®. OTHER POSITIVE MEANS SHALL BE USED AS, REQUIRED 30— T. MINIMUM TO LIMIT AND DIRECT VEHICULAR EGRESS ACROSS .,.,.�•`THE S.T.P.D. BACKILL TRENCH 6—T 2. THE MINIMUMOF THE S.T.P.D. SHALL- BE 12° MINIMUMFOR SINGLE NE USAGE. EN CONSTRUCTION C �; " �'"� ;; -: �� �'"�%®� �,;�-': �- :''�°�; ��� •�%'''®"" �'� ®,:.� • .'WARRANTS W NE USAGE, F E MINIMUM WIDTH rifiilil•iiii i•i•ii!!i!!ill�iiiiiiliii!!ii 0110 1!uL1jrjmL0Amuuam #liiili!!i!!�• �!�!!!!i#iii!!!#iii#i+>i#i�ilili#i . i; , r r ; x r • )!��li!!!! ili�l,`iliiliili �ii#Siiiil�� i. - • � 111 - - " • # !!#!! !#!••�#•Ili#•••�. �i�'��•!i'I"�!*��!!#�##•!!•i#!#i��#i1l�ill�+llil�i #: `, '', r • � . • c , �`.., ..' ' • ... •- . � . • �I �� III _#. r t • • i • s . i r 'Lim' i M WA WEVALWIlpill SECTION A -A (NTS) SOIL TRACKING PREVENTION DEVICE VINYL SHEATHED EAW STEEL CABLE 9 AG L S. BREAKINGSTRENGTH) GALVANIZED CONNECTORS TOOL FREE DISCONNECT) ( ) CLOSED SELL SOLID PLASTIC FOAM SLOTTED PVC CONNECTOR PIPE FLOTATION E- DIA. 12 LBS. CLOSED CELL SOLID PLASTIC F ( > (METAL COLLAR REINFORCED) FOAM ( ) � PER T. BUOYANCY) FLOTATION( DIA. EQUIV.) (17 LBS. PER FT,BUOYANCY) POLYPRO ROPE ang 60 O LB BREAKING AKING 18 AZ, NYLON REINFORCED � 1 B O. NYLO N REINFORCED STRENGTH) ) PVC FABRIC (300 PSI TESL') PVC FABRIC CIO PSI"TEST STRESS PLATE ( ) • G VANIZED CHAIN LACING GROM METS) GALVANIZED CHAIN TYPE �I 11 TYPE { i i . a. • Ili ila �.,+". iI IL z ■r r Y r r +r � � r • . r ; • i•- i • i` PAST (OPTIONS: 2" X 4" OR SHARE LINE 2 MiN. DIA. WOOD; STEEL • 66 MAX, 1.33 LBS . MIN.) 1flO9—__—_--- I ®r1p1 9 ----- (( 18 OZ. NYLON REINFORCED C.L. PVC FABRIC (300 PSITEST) LAJ 0 Lo 00 Silt Flow c NOTE: SPACING FAR TYPE III FENCE TO BE IN ACCORDANCE NTH CHART N, SHEET 1 OF 3 AND DiTCH INSTALLATIONS AT DRAINAGE STRUCTURES SHEET 2 OF 3. TYPE III SILT FENCE TYPE III SILT FENCE Y E III SILT E I TT INLETS. DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER. SILT FENCE 6PPLICATIONS 112:11'L� S • ll1 fir; • � _ : � .. * n�n�=siwa rs PdTIL INLET COMPLETED INLET ,.-- PROTECTIVE BARRIER I CURRENT STRUCTURE ALIGNMENT FITEAQR®TES: PROPOSED R 140 IC 1. TURBIDITY BARRIERS ARE TO BE USED IN ALL PERMANENT BODIES OF WATER REGARDLESS GRADE:�� OR APPROVED SHORE LIN LIMITS OF CONST. OF WATER DEPTH. 2s 2 EQUIVALENT MIN. MIN. 2. NUMBER AND SPACING OF ANCHORS DEPENDENT ON CURRENT VELOCITIES. LIMITS OF CON SHORE LINE ,.1 S. DEPLOYMENT OF BARRIER AROUND PILE LOCATIONS MAY VARY TO ACCOMMODATE 1/3 OF TOTAL CONSTRUCTION OPERATIONS. FILL DEPTH (12- MIN.) 1/2- CLEAR CUT GRAVEL EXISTING 4. NAVIGATION MAY REQUIRE SEGMENTING BARRIER DURING CONSTRUCTION OPERATIONS. GRADE TURBIDITY 5. FOR ADDITIONAL INFORMATION SEE SECTION 104 OF THE STANDARD SPECIFICATION& BARRIER TURB-121Y DARRIERI 1 1. CONTRACTOR SHALL USE EXTREME CAU11ON WHEN WORKING AROUND TREES. TURBIDITY BARRIERS FOR FLOWING STREAMS AND TIDAL 2. ALL UTILITY WORK SHALL BE DONE BY HAND WITHIN TREE ROOT IMPACT ZONE. CREEKS MAY BE EITHER FLOATING, OR STAKED TYPES OR ANY COMBINATIONS OF TYPES THAT WILL SUIT SiTE 3. ALL EARTHWORK WITHIN A 10 FOOT RADIUS ZONE AROUND SAVED TREES SHALL CONDITIONS AND MEET EROSION CONTROL AND WATER QUALITY REQUIREMENTS. THE BARRIER TYPE(S) WiLL BE NON —COMPACTED. BE AT THE CONTRACTORS OPTION UNLESS OTHERWISE 4. GRAVEL AND FILTER FABRICSHALLBE INSTALLED AROUND SAVED TREES IN FILL SPECIFIED IN THE PLANS, HOWEVER PAYMENT WILL AREAS A MINIMUM OF 12 FEET FROM EDGE OF TREE TRUNK AND TERMINATE AT BE UNDER THE PAY ITEM(S) ESTABLISHED IN THE PLANS FOR FLOATING TURBIDITY BARRIER AND/OR PROPOSED CURB LINE ANSI/OR DRIP LINE CANOPY OF SAVED TREE. STAKED TURBIDITY BARRIER. POSTS IN STAKED INSTALLATION SHALL BE FIELD DIRECTED TO DETERMINE LIMITS. TURBIDITY BARRIERS TO BE INSTALLED IN VERTICAL POSITION UNLESS OTHERWISE DIRECTED BY THE ENGINEER. -TREE SAYE GRADIL4Q DEIAIL- 4" FENCE LOCATIONS TO BE APPROVED—/ IN FIELD BYO ER/DEVELOPER TREE PROTECION DETAIL :•r i' • r .!r� ii i R �: 4l J r 11 1IA ti z. 1= z As uj Northi s z set Type I.D. Number Plan Sheet Easting no Elevation Main Type Comment go 1-=20' MM C3 ID Master Meter Assembly ®1 0 z Z;K0z II A I.D. Number 111111112MIAM-0 Boundary Corner T�4-ve all lire P*41ir;121�— --J 0 CAUMON- UNDERGROUND MAGUIRE ROAD GENERAL NOTES: V) WET TAP EXISTING 16 wj FIBRE OPTIC CABLES IN THE AREA (n WITH 16"x12" TAPPING R I E 1 SEE NOTES, SPECIFICATIONS & LEGEND 4. ALL ONSITE WATER & SEWER MAINS En . ...... SLEEVE, VALVE & "'VALVE" BOX . ....... SHEET FOR ADDITIONAL INFORMATION SHALL BE PRIVATELY OWNED AND . ... . .. INCLUDING VERTICAL DATUM. MAINTAINED. K . Go)) 2. VERTICAL DATUM ELEVATION 5. ALL EXISTING UTILITIES HAVE BEEN Z w .. . . ... ......... .. ...... . ...... . . . .. . . ...... .... ....... ... . ..... REFERENCES NGVD 29. FIELD VERIFIED AT ALL POINTS OF N 3: I w LL 0 .......... ...... CONNECTION TO AND AT ALL AREAS OF < U-) x 3. THE SCALE OF THIS DRAWING MAY CONFLICT WITH OCU MAINS. 0 HAVE CHANGED DUE TO REPRODUCTION. z 0 ... .... . ... .. .... .. .... F.\Proj2013\1 3215\EDWG\NGVD29\FE\l 3215—watsew.dwg ° L , Pipe SeparationOther Horizontal iSpacingJoint Joint Water Main Alternate 3 ft. minimum Water Main Storm r, 12 inches is the minimum. Waver Main Stormwater Force Main, 3 ft. minimum Reclaimed Water 2 IF a 9 i Water Main Alternate 3 ft. minimum Water ain minimum Water Main Vacuum Sanitaryr 10 ft, preferred 12 inches 3 ft. minimum IF m Ir _ Alternate 6 ft. minimum Water Main Water Main 11 Gravity or Pressure Sanitaryr, 12 inches is the minimum. Water Main 10 ft. preferred Sanitary r Force Main, 6 ft. minimum (3) Reclaimed Water (4) On -Site Sewage r t t & 10 ft. minimum -®- isposal System 4 rx-� r r• • r r i .... ... .... . . ! r it VARIES _ F W/ SIZE OF PIPE SEE NOTE -4\//® ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX L014if Kel I g I ! 1 • r 1 r r r •.. s •' r y .. r y i L • • r .x •r r y •�` y� r• x r • r �• • .y •• r • • • - •011111FIVA r y • y y y •.;.. rr• ♦ �h r r • r.. r .x, r • ` • r Al r a, jyjf 1 r `'IL• : ` • • `x :. • r y •I- r y; •. r r r y.. � 1 •: � r r r 1 r . 1 r :. • ',,,. L r,: y. r. r r r ` r: • • x r' r •s r � r r `'♦ ` 1 r • `. •` .r • x 1 r r •` • y • • • c Lr r r 1 r •' r • r r r r y • ♦ �. � a r r y ♦. r r r r y •', •` r y � r •: • ,.,. •...: ♦ �: rr r x • ,. x. r r i r y r r y r : L r. r y y r We r ap y !.. y r. r •' rx y • r y •• r r y :.. N;jQ y rr•.• r. r:• r ,r • r • r •. ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL GENERAL APPENDIX A STANDARD DRAWINGS GENERAL FIGURE �_101 q Dom, I TRENCHING TYPE FIGURE NISHED GRADE TRENCH WIDTH f. VARIES FINISHED GRADE \\ INITIAL BACKFILL ,i. ,. r 1 � r y. y • it M r a f`Y �'r 1 r 1 1 �' • r : • r• ,...• y r: 1 • l,� 1. l• 1 � �`. • •1 •"I • y r � ` x • • s. � r' 1 ` 1. y � '... � r ♦ 1 y r r 1 � r ,. y •;., L.=r `•fir •` � ', , •. ! W/ SIZE OF PIPE Uj a� f \ • , z Uj �5 NOTE A ::; SEE f,\,\,%/Z c COMMON FILL •,�\ \\t j 12 (TY°\INITIAL BACKFILL SELECT COMMON FILL %\�% f�'\LU HAUNCHING UNDISTURBED EARTH (SEE NOTE 3) e/\!/,\\/,\°,'\\/,'�.f✓\\°'�,'\\'�\\'�\\�\\ • r� L ' .' r r • f r •r • • •• :, rr '• � •err 1 r y • r it : r r r r • r • .. y r •ry • rr• r/ r' 1 l r • r r x'. • r 1 •, r 1, • 1 r - • / r • • • a • • � • y • r ,. y r . • ,,... r ;.. • r � r 1 1. r • � L 1 r •: r • r • • • y • r y = 1 •r r r r x. r. x r x. � � .. r •: y r • : r r: y rrr-: x; • • • • r • : • • ■ r. '. • • : • `. 1 • is '' • '. ` x ': • •. ♦ l WIIIIIIIIIIIA r L • • r • r r• r • r r r•' r • r 1 • y 1. � r: ♦ r l x r r: • r l r •' ♦. ! • r. •rr. °' • • / y r 1. ` ?x r •.. ♦ � 1 r ►.. r • �' ♦ r ■ • xis x •: • : • : • r y r••••. AN I r � r • ,, r • • r . x. � 1. �, ♦ � r . r., r r i t •' y • / r r • L r r • ORANGE COUNTY UTILITIES ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXTANDARD DRAWINGS GENERAL APPENDIX A STANDARD DRAWINGS L w -1 DATE. February 11 1 1 21 C 1 1 I a THRUST COLLAR DATE. February 11 20 1 I 1 L , Y rY WATER AND RECLAIMED WATER MAINS WATER AND RECLAIMED WATER TER AI S TRENCH MINIMUM LENGTH (T) TO BE RESTRAINED ON EACH SIDE OF FITTING(S) \�\\d\�\�\\ LIMITS00 \\\\\\\\\ ,I`�,\,r\\,,,e PIPE SIZEo\,! TYPE P DIP •: . I ..: 4 BARSVC 6 O.C. ALL 2 . « . .• 3 6- AROUND UND MIN 2 CLEARANCE E�4 ARO UND PIPE) � 900 BEND 25 36 46 55 64 65 77 89 105 120 � „ a.... a . .,9 MIN TYP sp .a ( ) 450 BEND 10 15 19 23 26 27 32 37 44 50 A 22-1/20 BEND 5 8 9 11 13 13 15 18 21 24 TIE RODS (ASTM A307 B) 11-1/40 BEND 3 4 5 6 8 7 8 9 10 12 INCLUDING NUTS AND WASHERS 4"X 4" 1/2" STEEL (SEE SCHEDULE BELOW) PLUG OR BRANCH 53 74 97 117 135 138 166 194 231 265 BEARING PLATE MECHANICAL OF TEE ( P) C JOINTS VALVE 27 38 49 59 68 69 8 97 116 1334 BARS _ REDUCER VARIES BY SIZE„ TO BE DETERMINED BY THE _ DESIGN ENGINEER. UNDISTURBED NOTES: EARTH r\\j\\j,. ,,,: \\/\\✓s\\/\\�\�/✓\�s'� / , /` 1. FITTINGS SHALL HAVE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED. ENCASE TIE RODS I (�'_®'° INSEE TRENCH DETAILS 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN FOR PIPE BEDDING LENGTH SHOWN IN THE TABLE, 1-1/2" PVC SLEEVE 3" COVER 3. WHERE TWO OR MORE FITTINGS ARE IN SERIES, SELECT FITTING RESTRAINT LENGTH REQUIREMENTS THAT YIELDS THE LONGEST RESTRAINT DISTANCE. 4. ALL INLINE VALVES SHALL BE RESTRAINED. . WHERE INTERNAL RESTRAINED JOINTS ARE USED, THE ENTIRE BELL SHALL BE NOTES: SCHEDULE OF DIMENSIONS AND MATERIALS PAINTED RED. 1. ADDITIONAL REINFORCEMENTS SHALL E ENGINEER. T IN ACCORDANCE WITH BE A SPECIFIED BY THE G N IN THE TABLE WERE CALCULATED CCO S S C 6. LENGTHS SHOW PIPE �� DIMENSIONS (FT.) TIE RODS. REQ D PROCEDURES OUTLINED IN THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE 2. MINIMUM COMPRESSIVE STRENGTH SIZE INCHES . GUIDELINES PUBLISHED BY DIPRA, USING THE ASSUMPTIONS SHOWN BELOW: FOR CONCRETE SHALL BE 3000 PSI. (INCHES) A B C ® DIA. O 3. BEDDING, BACKFILL AND COMPACTION 6 2.0 2.0 1.0 3/4 2 WORKING PRESSURE: 150 PSI SHALL BE AS SPECIFIED ELSEWHERE IN 8 2»5 2.5 1.0 3/4 2 SOIL DESIGNATION: SM (SAND SILT THE STANDARD DRAWINGS. /4 4 { ) 10 3.5 3.0 1.0 3 LAYING CONDITIONS: 3 4. ALL FORM BOARDS SHALL BE REMOVED 12 5.0 3.0 1.0 3/4 4 DEPTH OF COVER: 3 FT PRIOR TO BACKFILL. 16 6.0 4.0 1.5 3/4 4 SAFETY FACTOR: 1.5 5. NO ALLOWANCE SHALL BE MADE FOR 20 8.0 5:0 1.5 3/4 6 CONVERSION FACTOR FOR PVC PIPE: 1.25 FRICTION BETWEEN THE PIPE WALL 24 9.0 6.0 1.5 3l4 8 AND THE THRUST COLLAR. NOTE: THRUST COLLAR AREAS TO BE COMPUTED ON BASIS OF 150 I. HE TABLE AS WARRANTED 6. DESIGN PRESSURE. PS THE DESIGNENGINEER SHALL INCREASE THE VALUES IN T 2000 LBS/SF SOIL RESTRAINT BEARING. BY SITE -SPECIFIC SOIL DESIGNATIONS, LAYING CONDITIONS, PIPE MATERIAL, ETC. 7. REQUIRED FOR LINE STOPS. FOR DIP ENCASED IN POLYETHYLENE, INCREASE THE GIVEN VALUE BY A FACTOR OF 1.25. • .. r x r t r r. � r t ', t r. �. «. r r r•: r r. � 1 • . •- . • x r r r• 1 • t r ..• . 1. i r. r • •" .fir • •' • , 0 T1 ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL DATE: February 11, 2011 T L I 107 WATER AND RECLAIMED TMAINS SET TOP OF VALVE BOX DRILL HOLE I BOX TO FINISHED GRADE 3°'± !1'FROM TOP LOOP WIRE (SEE NOTE 4) FINISHED GRADE VALVE BOX PAD SEE FIGURE A112 COMPACTED SELECT ®� ADJUSTABLE SCREW COMMON FILL TYPE DUCTILE IRO y.. VALVE BOX SEE NOTE 2 ALIGNMENT RING LOCATING WIRE _ — RESILIENT SEAT M. J. GATE VALVE 6" FDOT #57 —% i �-- VALVE BOX SHALL REST ON STONE I BEDDING ROCK NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT x l � 1* i i +�: • r -� ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARDA I CS February 11 2011 DATE: Fe 1 LOCATING1 ry , 0 0 f� CL UJI LOCATING WIRE IN- ® \1f /!\ jv 0 NYLON STRAPS, 3 PER JOINT (SEE O- Ld a. 0 CL c� CL 0 0 + +ri /IRWIN i k1lexeL9111016"lls7mo + • 1 + ,.. A 01 1 �Rlt 0 1 NY -,I V $111VI-Ayly.; 100W.1111TA1091 "mill INS ■ ■ IIIIIII ■ ■ ■ �. ■. + 10j MTV IN -�, n I , z 1 y i *MmUmo im-1:01111;.19T1,14 IT c 1 q 4TTLAIIt a WATER, WASTEWATER, OR RECLAIMED MAIN E POTABLE RECLAIMED WASTEWATER PROPOSED WATER WATER (GRAVITY & FM) STORM SEWER UTILITYHORIZ VERT HORIZ VERT HORIZ VERT HORIZ VERT 3' 3' 121" 6' 121' 3" 12"/18" POTABLE WATER 12'" NOTE 1 NOTE 1 & 3 NOTE 3 NOTE 3 NOTE 3 NOTE 1 & 3 NOTE 2 & 3 121" 3' 3' 3" 12'718" RECLAIMED 3" WATER NOTE 1& 3 NOTE 3 NOTE 1 12" NOTE 1 12" NOTE 1 NOTE 2 WASTEWATER 6" 121" 31 3" 3" 12'718" 12" 12° (GRAVITY AND FM) NOTE 3 NOTE 3 NOTE 1 NOTE 1 NOTE 1 NOTE 2 RIGHT OF WAY N/A N/A` NIA N/A IA NOTE 1 NOTE' OT°E 1 NOTE 1 • OR al I 10 r * ♦ � - � r i � ■ I i r w , - x � ' :• i r+ if rill 91161r r411111r IF_ Ll jLl 1.1+ i A Q `o + i. + -.1033:• i ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIXGENERAL STANDARD DRAWINGS DATE: Februar 11 2011 FIGURE11 yVALVE 24" X 24" SQUARE (ROUND OPTIONAL) CONCRETE OR POLYMER TOP FLUSH PAD TYP EACH VALVE BOX --� WITH FINISHED VALVE BOX AND,--",,, GRADE --® LOCKING COVE' VALVE BOXAND: ® WATER ®.. 24" COVER(SQUARE FOR RECLAIMED m® WATER) . ' ®.. VALVE BOX 44 : AND COVER .. ®� (TYP) STANDARD VALVE 6"" THICK 2500 PSI _ BOX (MIN) CONCRETE WITH 24'Z71DENTIFICATION #4 REBAR CONTINUOUS DISC (SEE NOTE 2) OR 4" THICK (SEE NOTE 1 AND POLYMER MIX MATERIAL DETAILS BELOW) OUTSIDE PAVEMEAPPROX. rye PnRX SLIDING ADJUSTER NOTES. 1. FOR ALL MAINS 6' DEEP OR GREATER. 2. FOR MAINS 16" IN DIAMETER OR GREATER REGARDLESS OF DEPTH. LETTERING TO BE MACHINE O.C.0 ENGRAVED WITH �"' TO $"' AFC 6" CAP. LETTERS RWGV WATER L-20 2009 ��� I I- L•nll[��r MAIN" LOOP WIRE ASPHALT SURFACE LOCATING k WIRE MANUFACTURER AND SIZE TYPE OF VALVE UTILITY DIRECTION AND NUMBER OF TURNS YEAR 3" MIN Q 4" O.C.0 AFC 6" RWGV WATER L-20 \--THEFT PROOF 2009 ANCHOR PIN DISC TO BE HANGING IN THE BOX DISC TO BE EMBEDDED IN PAD ANCHORED TO THE LOCATING WIRE. OUTSIDE PAVEMT INSIDE PAVEMENT NOTES. 1. BRONZE (OR STAINLESS STEEL) IDENTIFICATION ISC SHALL BE REQUIRED FOR ALL VALVES, EXCEPT HYDRANT VALVES. 2. IN LIEU OF PRECAST CONCRETE PAD, A 6" THICK X 24"(ROUND OR SQUARE) POURED CONCRETE PAD WITH TWO #4 REBAR AROUND PERIMETER MAY BE USED. I� 3" MIN I 1� MIN ORANGE COUNTY UTILITIES ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS GENERAL APPENDIX A STANDARD a - DATE, February 1 1 11'` DATE. February11, 2011 T 1 L T L 1 ry 0 TMETER ASSEMBLY FOR WATER1' WATER 3 CL ' W W > I— , W z w co� 9 g ham+ Uj RESTRAINED TISTING co W W CL J F. MECHANICAL JOINT I PIPE 0 w u_ �3 CD W Zw In < I z W ) F u la.Uj a. I— O SPLIT GLAND °`0 of W t +® �> TAPPING SLEEVE W CL g a F- _j cn W W W co q$= m 0 co NEW PIPE LIJ i, •, 5' MIN FROM BACK W s A 11®` \\ OF BELL AND SPIGOT -,° , . MIN. '`' �/ ' < MJ TAPPING INSERTION LINE �" �" `� � ' p �° f �� b SLEEVE ` : .�\�\ W w a. W tea. W > CC 3 W 24"':. y WLUp co W w W m _j +, • W SEE \ L i �- co F- CL RESILIENT SEAT, _ �_ / -, h- �-' W RESTRAINED TAPPING GATE.�,q -I � Ua _J o x050 a H % F_ U z MECHANICAL JOINT VALVE W/ VALVE BOX <:�,; • d W \ 0p ��q ® puaq W p� � / lal > I— j 0 F W WOW X W UTILITIES U_ w W W W ®wzOW 1- � W 0 U) W -' P EASEMENT Z00W WWw ®-�< omw EWJ t� °- z W � < es W U" Z CV co 4 � , it , � a i r .! � � , i rw.� • r • i i * i r * • i,i x a� rr ii I ., I " I " �i i i r i • ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS DATE: February 11, 2011 FIRE HYDRANT ASSEMBLY FIGURE A203 EXPANSION FIBER MATERIAL BETWEEN APPROX 7.5' X 3.5' MIN FIXED CONCRETE EDGES (TYP) 6" THICK CONCRETE SHEAR PAD WITH FIBER EH I 3' TO 5' a ! DI ANCHORING COUPLING �� III,,... ■ r � � ♦ ' ■ i r .fix! SIDEWALK FIRE HYDRANT 900 BEND ASSEMBLY 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 APPENDIX A STANDARD DRAWINGS GENERAL DATE: February 11 2011 1 DA ry , T CONCRETE L F1 SET COVERS FLUSH IN MANHOLE FRAME COVER PAVED AREAS (SEE STANDARD DETAIL) Z\FK FRAMES.BEDDED IN MORTAR 1`-6" MIN I I 2 COURSES OF BRICK (MIN) —..., (MAX)" try{,. —:.gqy yry� � � tJ Le6 MAX W s , COURSES �OR MIN 5 TO 1 t EXTERNAL MANHOLE.. — I 1 IIMAX 10" HDPE ADJUSTING RING HEAT SHRINK SEAL (TYP) SEE NOTE 5 APPROVED LINER PER SPECIFICATIONS BENCHING PER SPECIFICATIONS 9" 911 FDOT # 57 STONE INSIDE WALL ! - x 2" MIN CONCRETE WITH ADMIX 16 �8" I w ,r , 2" MIN ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARD DRAWINGS DATE: February 011 u ry11,2 ITY MANHOLE CONNECTION TEE PRECAST MANHOLE WALL - .4 2 INFLUENT SEWER PVC PLUG WITH TOP [IALF _"° (SEE NOTE 2) AREA OPEN 4. 6" CONCRETE ENCASEMENT MIN OF VERTICAL PIPE INLET CONNECTION AT INVERT DROP PIPE 4. (SEE NOTE 1) 4;, — -71 90° BEND GRAVITY OUTSIDE DROP CONNECTION (NEW MANHOLE) OUTSIDE WALL PRE -PRIMED JOINT SURFACES PRE -MOLDED PLASTIC JOINT PRECAST SEALER, APPLIED TO BOTH MANHOLE LIPS WALL SQUEEZE -OUT, MI" INTERIOR AND EXTERIOR NOTES: 1. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 241, OR ORE 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. 5. WRAP TIGHTLY AROUND CASTING JOINTS AND APPLY HIGH INTENSITY PROPANE TORCH TO EFFECTIVELY SEAL THEM FROM GROUND WATER INFILTRATION. 6. HDPE ADJUSTING RINGS MAYBE SUBSTITUTED FOR BRICK RISERS. 7. SECTION HEIGHTS VARY AS REQUIRED, AND AS AVAILABLE, FROM APPROVED MANUFACTURERS LISTED IN APPENDIX D, cn CJ 'IM = mol"'llm, poll $ STAINLESS STEEL BAND PRECAST :Y STAINLESS STEEL PIPE CLAMP MANHOLE WALL PVC CAST IN -PLACE SEAL PVC RESILIENT 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 2' OR MORE ABOVE THE MANHOLE INVERT. 3. CONTRACTOR TO COORDINATE THE PRESENCE OF UTILITIES INSPECTOR DURING CORING AND CONNECTIONS TO EXISTING MANHOLES. `•-• •; a ► � •, Y " R Y• i\�JI eft= �• '. R Y. ` R Y• � • R R � I i IN THE PRESENCE OF THE UTILITY COMPANY AND ENGINEER TO 001BLE STRAP VERIFYA R TIGHTNESS PRIOR TO ME —IN. VALVES WHICH ARE TAPPING 'SADDLE NOTWATERTIGHT. SHALL BE REPLACED OR A NEW VALVE TIE—IN VALVE UST BE CLOSED AND INSTALLED IMMEDIATELY ADJACENT TO THE LEAKING VALVE. REMAIN LOCKED. UTILITY COMPANY TO B. THE TEMPORARY JUMPER CONNECTION SHALL BE CONSTRUCTED PROVIDE LOCKING MECHANISM. VALVE AS DETAILED. THE JUMPER CONNECTION SHALL BE USED TO FILL WILL BE OPERATED BY THE UTILITY THE NEW A R MAIN AND FOR PROVIDING WATER FOR COMPANY PERSONNEL ONLY. USE TYLER LID / LOCKING MECHANISM. BACTERIOLOGICAL SAMPLING OF THE NEW MAIN AS REQUIRED BY THE FDEP PERMIT. 0 FLUSHING SHALL NOT BE ATTEMPTED DURING PEAK DEMAND HOURS OF THE EXISTING WATER MAINS. 0 ALL DOWNSTREAM VALVES IN THE NEW SYSTEM UST B OPEN PRIOR TO OPENING THE TIE—IN VALVE. PROVIDE FOR AND MONITOR THE PRESSURE AT THE TIE—IN POINT. THE PRESSURE IN THE EXISTING MAIN MUST NOT DROP BELOW 35 PSI. 0 TIE—IN VALVE SHALL BE OPENED A FEW TURNS ONLY, ENSURING A PRESSURE DROP ACROSS THE VALVE IS ALWAYS GREATER AN 10 PSI. C.THE TIE—IN VALVE SHALL BE LOCKED CLOSED BY THE UTILITY COMPANY UNTIL FLUSHING BEGINS. D.THE TIE—IN VALVE SHALL BE OPENED ONLY FOR FLUSHING OF THE NEW MAIN. THE PROCEDURE SHALL BE DIRECTED BY THE UTILITY COMPANY AND OBSERVED BY THE ENGINEER. E. AFTER FLUSHING, THE TIE—IN VALVE SHALL BE CLOSED AND LOCKED IN THE CLOSED POSITION Y THE UTILITY COMPANY. 4. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION DEMONSTRATING AT THE DOUBLE CHECK BACKFILOW PREVENTION DEVICE HAS BEEN TESTED WITHIN ONE YEAR AT THE TIME OF INSTALLATION, & IS IN GOOD WORKING ORDER AT THE TIME OF INSTALLATION. 5. EXCEPT AS REQUIRED TO FLUSH LINES OF GREATER THAN B" IN DIAMETER, THE TIE—IN VALVE SHALL REMAIN CLOSED AND SHALL BE LOCKED IN THE CLOSED POSITION BY THE UTILITY COMPANY. THE TIE—IN VALVE SHALL REMAIN LOCKED CLOSED UNTIL THE NEW SYSTEM HAS BEEN CLEARED FOR USE BY FDEP AND ALL OTHER PERTINENT AGENCIES. 6. UPON RECEIPT OF CLEARANCE FOR USE FROM FDEP AND ALL OTHER PERTINENT AGENCIES, THE CONTRACTOR SHALL REMOVE 0 E TEMPORARY .JUMPER CONNECTION. THE CORPORATION STOPS ARE TO BE CLOSED AND PLUGGED NTH 2" BRASS PLUGS, 7. ALL INSTALLATION AND MAINTENANCE OF THE TEMPORARY JUMPER CONNECTION AND ASSOCIATED BACKFLOW PREVENTION DEVICE, FITTINGS, ORANGE COUNTY UTILITIES VALVE, ETC., SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A STANDARDDRAWINGS GENERAL DATE: February 11, 2011 SERVICE LATERAL FIGURE A305,FRAME AND COVER E WITH SEWER. FAIN RAISED 1-1/2" LETTERS 6" BRANCH u _ FLUSH WITH TOP OF ^^, SIZE ��"ARES CLEAN OUT 6"' x15 I I t BEND t I \/YE WITH I — 6" BRANCH DOUBLE 6E WITH 1145° (TYP.) BEND 6" RANCH BUILDER'S` LOT PLUMBER LIME (SEE NOTE 7) PLAN (TYP.) TEMP. PLUG CURB (SEE NOTE 4) NT (SEE NOTES 2 AND 7) STAKE TO SHOW LOCATION OF TEMPORARY PLUG. (TYP:) PLAN w ............. : ROTATE -'""� .- SPRING LINE BUILDERS SEWER MAIN 30- (TYP.) ~`�.,`— PLUMBER (SEE TEMP PLUG NOTE 7) (TYP.) (SEE NOTES 2 AND 7) SINGLE DOUBLE LOCATOR BALL LATERAL LATERAL 6" MAXBELOW PIPE PROFILE(TYP) SEE NOTE 4 T 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. E TO BE NO SHALLOWER THAN 3-FEET AND NO DEEPER THAN 5-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. BUILDERS PLUMBER WILL REMOVE PLUG, INSTALL CLEANOUT, AND CONNECT SERVICE LATERAL TO HOUSE. MAWR x o........... ! ! �......... • 4-3/4" MIN 3911 • fib/f►.�>•�110 e G r r, i r. k � i r j'. call bOtOre YOU C119 Iranot stanothercatch a ir Vu Y, omy titatmtY ty!o t7; It's the law. It's not still the law. FLORIDA LAW REQUIRES EXCAVATORS TO NOTIFY #WNERS OF UNDERGROUND FACILITIES NO LESS THAN TWO (2) DAYS PRIOR TO EXCAVATION Sunshine State One Call www.callounshine.comr, 1-800-432-4770 0`EE SHEET L-2 ............. ....... ------ - .......... .... ...... ... .................. -------------- ----------------------- ...................... ....... - TOT LOT 9N + _47 ------------- ------- ......... ........... ......................... M0 �j tr ........... ...... ---------- 20-RI I_LL a ar .......aYw sm ff ++ + TAM 35- I-ED 18-P -75-VOWC 32-LEG 3-CAQE PT 17-PT 86-LEG 70-TAMT \-25-PT 23-PT �... x I-cym —IVN 54-VS �Oe + % 45- -ED -CJA -2 V I-SN 37-VS + 1-cm ,-1-cJA so-*- 30-VOW 2D-VDK- SURROUNDWO LANDSCAPE 25-IV� -25-4VW 42-0 21 .22, 15-n 13-VOA k 144A 1AM �'A �x % 27-VOWC 7, N, IVN ...... 25-PT-1 1_cWA_1 manna 3- 50-LEG 7-VOA .aM +% M Kom E�Rm NORTA 20' 4V SCALE: 1 # =20' r V r,4 1 r 7 L ... J;Emsmko vil ......... IS-vowc 20-R1 42-RI 1 1%% is-vowc r-3-OE )__JP I_MGMC TAM /-4$�TAM TAM 344-1CSN RS 3&_jP _WZ4 6Jq r- �7aF v L -TAM I MOW,,\- -3-M mcas 2-U GMc TAM \-46tTAM i3ERMUDXSOD%'-'-ro % 9 -PM 9 E)0ST1NQ TREES b Ea %% -80-LEG C. WASTE STAMON PLAYMORE 7408 ........ ........ ...... �2r CA A:ww -6' MASONRY WALL A. BENCH 3-CC PAVERS PLAYMORE Yti ff ... Ci ftidt M4 L. EXMING ENTRANCE .......... .. --------------- ---------------- ............. aX r. 15-40 ry ax ........ ......... _: : ---------------------- ...... PLAYMORE 7502 + + -`SOD..,5t b..xrxa4wd�.adP abxdd+w S ry p • n • • 3-CAQE R1 :\Users\Dale Land & Company \Desktop\iomega\2014\03 March\Casa Mirella\DALE-Cass Mirefla 06-27-14.dwg, 7/29/2014 8:25:0 1® 35-R! .......... ....... 9 10-MGMC 2-VO M, DESI-GNED BY' RCD DRAWN BY- RSH CHECKED BY- RCD DATE: 05 05 14 REMSIONS 1. 2. 3. 4. 5. 6. a i 'BOTANICAL ?` COM_NAME QU ERCUS ! ----.,JSHUMARD RED¢ UPS t 1 i ■. VAULMLIS i j i + xLLII' 1 + t �CERCI "a gl AL PALMETTO REGENERATED AGE PALMETTO EWA JAPONICA WE 1 ON TA&A i iA JAPONICAIFEIGOA SELLONANA INEAPPLE GUAVA Hsill ;Iws�ILEX i t t s. DWARFYALIPONHOLLY .� iJASMINUM 'STAR JASMINE r i r MYROANTHES • 1 ! 1. f i oIII i RHODODENDRON SPECIES RUFFLE AZALEA jj *r AWABUKI VIBURNUM BAN? 14111111 7� W, i no I; I I )"m mu ZTEC GRASS � j T � t. :.. 0000 ICBN LEG SP TREE •F S *+� kTAM IVN vo 1 u f �6vowc ' cc 7 ® + L L 5 01 L L t 00- MF CA 0 CJB PT vs PLAY AREA PLAN NORTH 0 y' Call before - . dig FLORIDA LA, O- TO NOTIFY OWNERS OF UNDERGROUND FACILITIES NO LESS THAN O DAYS PRIOR TO EXCAVATION Sunshine State One Call www.colisunshine.com 1-800-432-4770 m :\Users\DaIe Lard & Company\Desktop\iomega\2014\03 ar h\ as €rella\ LE -Cass hell - 7-14.dwr , / /2 48:23:19 AM t 'MODEL DESCRIP11ONwCOMMENTS w ww 1.85 �30 WITHIN SHRUBS SHALL BE 36 0.92 ' •�;. r ads y €...,wr..,.� 1.3 , 0.65 30 WITHIN BEDS SHALL12 . + w 1. ' !; : r ;r ... (. ° ' ... .1 y ... •> }, w Yr ".. " `,. s "4,. 0.79 0 iij '0.39 130 ALL LAWN AREAS SHALL BE all , .: ." .. i :. . ;w. ,• � � . 0 , " ' • ADJUST R 10VERSPRAY. 0.20 130 1.21 1-130 w RE —USE IO, WATER USE ' r �,LVES ONLY. rr 1.73 ' 35 FIELD ADJUST IRRIGATION PLAN D ,, ,, w _ rx; '3.5r, 35 *VELOCITY � t o35 5' PER SEC. IN ALL PIPELINES 2" POTABLE WATER DOUBLE CHECK VALVE S LY IY SHALL NOT EXCEED 5' PER SEC. IN ALL PIPELINES AREAS WITHIN LL HAVE 15RCS, 1 LC , AND 5SST NOZZLES ONLY IRRIGATION * TWICE A WEEK DURING DAYLIGHT SAVINGS TIME (34 WEEKS). ONCE A WEEK DURING STANDARD RAINY k TWICE 1WEEK DURING DAYLIGHT SAVINGS TIME (28 WEEKS). ONCE A WEEK DURING STANDARD ! PLACE BUBBLERS ON ALL TREES AND ATTACH TO ADJACENT ZONES. NORTH 0 ' ! 40P SCALE: I to =200 ® _ -. EXISIING MAINLINE 69 6$ 49 : 88 b9 .u. L-- 0 N VR1 NOT PRNN EER ■ le N8,T P RLAJE ST%�S WITHIN C BS 0 WALK M BURY STAKE �t--EDGE TRENCH 4' X 6' PLANTING MIX COMPACTED PLANTING MIX SURE CAUPER A - TW SAU GRADE .E SPADE PLUG XD AIR POCKETS TREE TRANSPLANT DETAIL 9 0- MOM MULCH FERTILIZER TABLET WATER - TIGHT SAUCER GRADE ( HERBICIDE 0 EDGE TRENCH e X 6" C-4 PLANTING MIX COMPACTED PLANTING MIX I' MIN. TREE DETAIL NO SCALE ME NO PP : RIT 0TROO S A N�E&R URFACE DERE P TS TREE PROTECTION P S 7 C H T ROOT BARRIER -DETAIL # 4a tG7rr CURB -SOD DETAIL NO SCALE ,\Users\Dale Land & Company\Desktop\iomega\2014\03 March\Casa Mirella\SALE-Casa Mhells 06-27-14.dwg, 7/29/2014 8:16:05 AM I CURE JOINTS tUBLE ROW 0 i k mi 5 WISERM MMORM11*111, BUD VER11CAL 9, &PALTED STAKE SECTION 02900 LANDSCAPE PART ONE — GFMPAL 1.0 SUMMAIRY A. All portions of Division I — General Requirements are included with this section. B. Furnish all transportation, materials, labor, equipment, taxes, and service to complete all work as shown on the drawings and as speed herein. C. Avoid conditions which will create hazards. Post signs or barriers as required. D. Provide adequate means for protection from damage trough excessive erosion, floodtng, heavy rains or winds$ sto. Repair or replace such damage. I Plant totals are for the convenience of the Contractor and are not guaranteed. Verify drawings. Planting is required as indicated on drawings. F. Comply with all federal, state and local regulations. G. Confx6ctor shall notify L.A. of any adverse soil condons ancountered ie. clay, loose fill , high water table or poor drainage and any condition adverse to planting. H. Quantity deviations, questions on plans; please notify. Plant list is an estimate. E_ V-4 W co (D 0 0 A 00 0 co W co rx. V LIM 04 0 Z V-4 ko 0 LL_ C:) F_ LIJ LAJ C�l LAJ CL LLJ LLJ 0 C:) U 0 C) DESIGNED BY'♦ RCD DRAWN BY: RSH CHECKED BY: RCD DATE: 05 05 14 REVISIONS 1. 2. 3. 4. 5. 6. L- 4 OF 5 IT EXTERIOR LL MINIMUMCLEARANCE FOR OPENING MINIMUM VERTICAL -----CLEARANCE NEEDED - FOR HINGE PiN REMOVAL RRIGATION CONTROLLER CONTROL WIRE IN ELECTRICAL CONDUIT. IuSIZE AND I iI : PER LOCAL CODE POWSUPPLY ER IT iOX INSIDE CONTROLLER CONNECTPER LOCAL MOUNT CONTROLLER WITH LCD SCREEN AT EYE LEVEL. CONTROLLER SHALL BE HARD -WIRED TO GROUNDED 110 or 220 VAC SOURCE. IRRIGATION *IF THE PLAN SPECIFIES THE USE OF A TWO WIRE CONTROLLER, OR IF ONE WILL B USED, SEE THE ADDITIONAL DETNL5 AND SPECIFICATIONS FOR IT LOCATED ON A SEPORATE SHEET. IF THE SHEET WAS NOT INCLUDED WITH THIS SET OF PLANS PLEASE CONTACT DALE AND COMPANY FOR A COPY. O1 STANDARD VALVE BOX (DFINISH GRADE Q3 REMOTE CONTROL VALVE I(@ WATERPROOF CONNECTORS (2) O5 18-24" COILED WIRE O SCH 80 T.O.E. NIPPLE O7 MAIN LINE PIPE & FITTINGS �8 BRICK SUPPORTS (4) O 3/4° MINUS WASHED GRAVEL 10 SCREW/LOCK VALVE COVERS 11 SCREW/BOLT v (DANISH GRADE 2O SPRAY HEAD O3 LATERAL TEE OR ELL O LATERAL PIPE n I" STREET ELLS WITH FLEX I NON -POTABLE O;POyB CAP COVER (AS REQUIRED) i c iFREEZE SENSOR ■ y ■ ! A !]iI ,1iI� NOTE: MOUNT SENSOR ON SURFACE WHERE IT WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, 8UT NOT IN PATH OF SPRINKLER SPRAY. RAIN/ FREEZE SENSOR O FINISH GRADE O1 SPRAY NOZZLE PRESSURE REGULATING SHRUB ADAPTER (Di" CAP (PAINTED BLACK) (Dl" SCH 80 PVC STAKE (PAINT BLACK) (�)BLACK PLASTIC ZIP -TIE (12" O.C.) O6 FINISH GRADE OY211 SCH 80 THREADED RISER (PAINT BLACK) �8 Y2" SCH 40 THREADED COUPLER Og Yz" MARLEX STREET ELLS (3) 10 @LATERAL TEE OR ELL @LATERAL PIPE !r UILDING FACE i OR FACE OF !' SPRAY HEAD SHRUB SPRAY HEAD *DO NOT USE RE -BAR, ANGLE IRON, OR ANYTHING OTHER IL ears\ ale Lan ea any\ es to \iome a\2 1�4\ arch\Casa irella\ LE -Casa irella 6-27-1�4. , 7 29/2 14 AS SPECIFIED IN THIS DETAIL FOR STAKING. (zr prw /i nr v SCREW/BOLT HEN USING LARGER GP NOZZLES, BEWARE OF HIGH FRICTION LOSS IN SIG JOINTS. ADJUST SIZE ACCORDINGLY. I 1 FINISH Y" O " ROTOR HEAD Q,Y2" OR " MARLEX STREET ELLS (3) 0 �' OR Y4" H 80 THREADED RISER ATEDAI TEE AD ELL (D LATERAL PIE (DY2" OR 4" SHRUB ROTORD 2 1Y" CAP (PAINTEDBLACK) 31Y" SCH SO PVC STAKE (PAINT BLACK) C4 OBLACK PLASTIC ZIP --TIE (1 " O.C.) FINISH GRADE 5 (�)V' OR " SCH 80 THREADED RISER (PAINT BLACK) 7 °2" OR X" SCH 40 THREADED COUPLER (�))12" OR MARLEX STREET ELLS (3 (D LATERAL TEE OR ELL 10 @LATERAL PIPE ROT R HEAD *DO NOT USE RE-BAR,IRON, ,. .# ANYTHING OTHER Y #VC 1S SPECIFIED IN THIS DETAIL # STAKING. ml ! ` ,{, � a � R ,t ` : :, , • i it l' w . 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YI { ! i �' c ,1 ., ,,,... {.'"' �'*I �.« +^ I i' u" Tr { �, it i, • .� ' � '.[,. ;.:R+..=..• "tt R{ IM it s 1.,. r t...y I' a` _ I - { r if' '. " r. r { t r R t '� • { { ,' r .,. , rt :� � 'i R R r { ',: R { .: � ! • R • ■ 11 ": R,. R • � r R'..: 'R " � R Ai i'. t) r ♦'.. Y Il FI,R f r ,i i " rr "' 1 ID 0 co CQ co I 1 I' 4 1 1 r. ... N 2 " ".. r 1 i i . q e' sy 4 s'" k t. . i ca 1 i C? Sr i,' s a .K q 6= INIMIIIIMP i r I l ITEM NUMBER IV. C. PUBLIC HEARING KIDS COMMUNITY COLLEGE CHARTER SCHOOL SPECIAL EXCEPTION Mayor Commissioners S. Scott \'andergrift John Grogan, District 1 Rosemary ANilsen, District 2 City Manager Rusty Johnson. District :3 Robert Frank Joel F. Keller, District <1 Florida STAFF REPORT TO:The Planning and Zoning Commissi riesFROM:Michael Rumer, MPA, City Planner DATE:September 9, 2014 SUBJECT: Kids Community College Charter School Special Exception - Project # 1 -14 -SE -022 ISSUE: Should the Planning & Zoning Commission recommend approval of a Special Exception for Kids Community College, a 350 student PreK -5 grade charter school, located in a C -2 (Community Commercial) zoning district? BACKGROUND: The proposed Kids Community College Charter School is located in the Lake Olympia Square development. The parcel is located on the west end of the commercial plaza. Lake Olympia Square is a seven (7) lot commercial subdivision approved for construction in 1994 with Phase 2 being approved in 1996 (see plans attached). The subject site is vacant and contains 6.22 acres. Currently, there is a Winn Dixie anchored shopping center, restaurants and service uses with out - parcels containing a bank, gas station, and an oil and lube center. The current zoning designation on the property is C -2 (Community Commercial). The existing land use designation for the property is "Commercial ". The subject site is located within the Silver Star Activity Center which was established in the Comprehensive Plan and Land Development Code. The boundaries are designated as % mile in each direction from the intersection of Clarke and Silver Star Road. The Silver Star Activity Center does not contain any development criteria specific to the overlay. The table below references the future land uses, zoning classifications and existing land uses of the surrounding parcels: Direction Future Land Use Zoning Classification Existing Land Use North Road right -of -way Road right -of -way SR 438 (Silver Star Road) East Commercial C -2 (Community Winn Dixie Shopping Center Commercial) South Low Density PUD (Residential)Lake Olympia Club Subdivision Residential West Low Density Residential PUD (Residential)Lake Olympia Lake Village Subdivision The Planning and Zoning Commission Meeting Date September 9, 2014 Page 2 of 3 DISCUSSION: The proposed Kids Community College consists of a two story 28,800 sq. ft. PreK -5 grade charter school. The campus will consist of a single school building with associated playground, basketball court, and 100x 200 activity field. The recreation fields will not be lighted. Stormwater retention will be located on the property. Access to the site will be provided via the right in /out located on Silver Star Road. A traffic study is under review. Staff does not have the results of the traffic study to date. Review of the traffic study will determine the length of the cue line for afternoon pickup and vehicular movement on adjoining streets. The applicant is maintaining two 2) commercial out parcels along Silver Star Road. The Land Development Code defines Special Exception as a use that would not be appropriate without restrictions throughout the zoning division or district. However, if controlled as to number, area, location or relation to the neighborhood, would promote the public health, safety, welfare, morals, order, comfort, convenience, appearance, prosperity or general welfare, such uses would be appropriate. (Emphasis added). In accordance with Section 4 -8.B. (2) of the Land Development Code, the proposed use must be considered in relation to the compatibility with the surrounding land uses. Additionally, the proposed use should not contribute to the following: Violate the health, safety, welfare, and /or convenience of those working or owning land in the vicinity of the proposed use or structure Impair pedestrian or vehicular movement in adjoining streets so as to violate adopted level of service standards Result in noise, odor, glare, vibration, or other similar characteristic which is detectable at the property line and which exceeds the level which will result from permitted uses Prevent an adjoining landowner from the legal use of his property pursuant to the Land Development Code Violate a requirement of limitation of any applicable state or federal law or regulation Exceed the applicable density or bulk regulations except as specifically authorized, nor shall the use or structure result in overcrowding of land or buildings Create a fire hazard. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on September 3, 2014, and reviewed the Special Exception Site plan. Discussion related to securing the entire site, proposed location of stormwater facilities, and out parcel development was made by members of the development review committee. After deliberations, the DRC voted unanimously to recommend approval of the requested Special Exception. STAFF RECOMMENDATION: Staff recommends that the Planning & Zoning Commission, acting as the Local Planning Agency, recommend approval of the Special Exception for Kids Community College Charter School, subject to all outstanding comments and final determination of the transportation study. The Planning and Zoning Commission Meeting Date September 9, 2014 Page 3 of 3 Attachments: Location Map Zoning Map Aerial Proposed Special Exception Development Plan date stamped August 14, 2014 1994 Site Plan 1996 Site Plan Kids Community College Location Map is l'An!. la :NW' CO g P ail'mod, i IA ` MO L.ow u T1 uumarl IN a MN Ea imp m II .1111 s g NM III MESA M 11l 11 1 II SRI I PaTra i il pr4 . 1:rir, r j a ,0.11.4ilz r-• rla ui..4 0 4"11111/A14Ili 00 of it LAKE OLYMPIA 16 - 11L01 4 A w hD ID*0w—__ ASS cLi I ' Oak L II k- NII MEM a)J Ea E i 11• IT ED I WA L 3 Pe Of allu 'Ea ED 11 LILT 3/ 0 3 Lill EE EEEJEEER q fl - 1 f Kids Community College Surrounding Zoning Map e FCenta n(Gwhl/nry J Y pCOEE ��I f�� Ocoee community Derebpmenl o 11nM=3P 145057feet ua ss o no zzo aao Feet tar- _ Printed. Sep. 2014 OSubject Property Unincorporated Territory Dand Other Municipalties Zoning Classification General Agricultural (A-1) M 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) JIM 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 to 3yt„ 9j y r y 1 tcT_ E.Yrr 4ii t _Y .._ - t' 4I.v t L$ t .'". F r u l 4 1 a i 1 i `isa aanIis sndwA p saa saiao 11 1 UBAJ yn3J OHw ca uoaiaau K.F.. 1• I I 1 II 20% 272 POD I ' \ r NOM AL SR AM 0. 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[ TO SF VACATIM IIIIISPLAT''''''" • 4 1 ' ' 4 1 ,r1V1iig0 ii,I X • MO aF1 e",, f.,' L.: 47L... 1•: 7-- -...tr. r.- z. t. nr.- x• , Ill igii ________ 2. creitieli,, _ 7"......„ 7............:... _ss, h- 11EllEar ‘,. ' . . . . . . 7' 7:Tr' 1 7. zi N).. "qt.: 44. - to" kt 1= 1' ' " RETA L Is, 1 V, k. , ,. A a 4 N FDTURE %DINT ACCESS LIME M SERVE ''''''' -'' , - iiiji : ' 11Zi . Sti=....: 7'...... 2...." 77. 7. Z4.:".: 41".. 1 . 7. Z. Z.1 44,: ra.• =1: r, - gi 1 Z; ;: N c' - N.11 11 II 11° Z NgTIE .44: .7771 iil 7 1- 4, 1.-- Th „ - ellapt8iihi 4., s N.r."=„ 7'..':4 - :II , t 11 li PIMP. V MDR SCRED. 1 WAD. - PHASE t CONSTRUCTION EL2 r----, ,x t 0 1 N........ q k ,\1 I LANDSCAPE OUR.41 WINN DIXIE pm,, sE, ) wA 111 ror l7v ...' 'c o ' io2 i`JI : "I0 TRACT C, 9 1 -... 1 1 % A #1 . 1 \'\ -„,c! nIv,, J.;_.• 7 eir II I li ni I i19n' COIS1II' tb!'"' '4 4 Z11 1Ii1q, i' ljCs ' ' " CZ, :' 1,.. 1 itieg ;UTaTEE:CLI 2 " :2 . 81i I P 0 I o i Il' , 6 ,• ' '1E, F:77777! E'_ Ez4 11 l• ..e,120. 00:,,, 1 I rn O t.. 1w 1„ ml , .... i..:,, , ,. _ , Iii il 0 . r i 'i fF74:: : 13c-) b1.. 44 Ill , i II r4 137 0 N :9 W 238. 5 ' ID 2 0 Nik4 k 1 ki N LOT 1 '-'-'---.. 1Iij; ; i li ,! ' ilI ! 11 ' ko , 1 Ft, ii.": 1.., 1' " Z. r:.•";: isl Ez. 0 i 1 17 , s4 . 1 1 Vol'"4 11. 50 ACRES ,II : I1 STORMWATER RETENDON AREA "A" 1..)- 0 11 11 !- , 11 : .;,. : 1 1 ! 1 1 5 1 as •Thl I I77. 11:`,4 .2= 2. 49?`= 1. 1...“22`" "il , \ 1. ., 5, A.. I 1 I L__1: 4 - t it 3 S 89' 59'46 W 6 Ilt Airrn ,- ;•,_,_ r_.r. • ' • • 1= 6 z 102. 80'h.- 137 • II :',d! k„„ ., 3501AWMR'I•Iilli 0i',42) 11) k \ \ 7 V----t-,..„ eosr sr REstorivn 'N 892812 " W . 547. 03'CriL. 1.,.. Z. 7.7..= te0ILICI3a itr: 2 ! 1 ava, eeI... < te. wt CIrloz 0;I d , :flt • ,„ CA ° dC - ° W LAAT C1120 52449 Y V 1 2, 1„7;ib11, •,.. or ,1 NOT INCLUDED I \ -- • 5. 4r .90C1r 2.. t PAtZ' S 67- 8.7) toz >L ? ) ".• 14 r: t LOT 2L14 A•5 - .:ivat' l0 2ZWin C- 2 y,jI -1iS'0,... 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I j ,, I , iitiiii,:":" 1" ii: A"1"ellet 'Ic:II ,, LOT 4A gl p„ A T Kele:: A c E ,..,) § , - 41 'i ' : ,"s il /, • T,"., 1.- z-,-... 7.-,......=.."-- ,PHASE PA :',,'• P I II AAARAA.Am II II II11IW E1 RIE REARZATR on 9A ArnET; G, AREA 1 1113 i PARKING 4 • g • L4.4, '' 'a 4 '-- t, II 1 r " - r1IIi- in ii Z "iI- •' . 21 II ' HAKE A 03061Kocnom (ARKKO t.N 8959' 46" E l' a.qIP. d 47,- E-896946" E 200. 99"I I , - A iIL I! 204. 39' __ ii Fsk ;,',iCCLAJ0LA2 0 11. 1,0 ...7-- A---_ I 400 .t 1 'Z._•:,._NIII MI E SSP Er ) s - V S 89' 28 E 220. 50 ... • Fr• e , 9... ,,ED , . , ‘ L . , F, q 1• Ii 1I1Ittl.1 d q, ,, I L___,Eii,........as1 1\ S- 1,11S A- 11 il• q „, ht 0 L, . ,;> .0 llg 111LIetn1 ; • cs 4R96IIOP" 1 ‘9' il g LO?' 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FP PARKING . 11A... n , RE R ETAIL IILir '',: - '.. l'''; 1EIT. T. NETE:. 7::: FLI:*- i5;Z°D . ) 4 i PROPOSED STORAIWATER RETENRON 2 i I, T 1 A A ” AI DIcesa Pr " m pg ' . i .'. III , V., III/ TTI, !IIIiIX, .tgFLI:= 1. 7. 1.=.=11.::=a2 1 lg.0 1 PPA. S£ IIA) ir_, , .i 11 11 . 89 i, I, aim \ 411ii i l i 120 00;, 6• 17, 1 • 2, •,I -I. 1'....`Ft` a". E. 4 okli' tL Oh i -rz. - I • * !„. LI 1---- r 1 71 1 i1h, 17. 7.7301r Ev; 4 1 co.,II! II HI h ,, HS F, 0 4 .--.--- N .9' 43 238. 5 ' e rsEr•—•, pA — i -- -- ----- I J,..• — -- 1, r 5 ,, v! ii ,,,,,, 1„-., A i .L.: .. 1, it ,,, ii l'd 1 , 1 il l 1 _ i 1, L. ' 11 SI1 75 1EIrgrgfriffeil I , • • 1 • . I .1 C1. 1446 0 0 0 0 IPLAT Boos TA APS HP A KM Te< 5. IS 4 .' 4 c, • $ \ B 1I FELT,:: 77- iliFil: 47.17ZCr I t. 7.,., 6 , e , 6 10'I I *' 8; ' Nc / / 17Z> . \_ EXML• Tra. R. R0.. L, M".Z.-, 9 s I LOT 1A i ,N friCO --' ---=•° ''''''' • \ 1 -• 1 • P s 7'. \ J--___/ v., 7 INCLUDING _____ _ 7 i, .• i 7 s 00 innra 0-. 4 -+ 35. 01 SLEST S' AESSEIVSAI • N 00 E LAKE E LASSA CLUB z40010 4° N., , , ,, r. I ''.; PERMITTED. f,, 4 N 89 W 547. 03'11 1•• F, I11' I 'I' 111 :• • Chi t.. 71+, 1coingg 1' i• l•Z ... r, .-•7 LAKE a 11. 4 aus 141v -1t7i cI x. r.,.. MARV PANT:INGCNDICAPNDPUBLICPARKING, 403a I1 ,! TRAFFIC ARROW HANDICAP 40 ? irg 1 : 1 44, kim ,11 Lar,,Y ' 1';ACCESS IS FOR NOT INCLUDED c .I 1., , ,•• 11= 1gg — r!. c ,,,4111..EMPLOYEES AND LOT 2 VENDORS ONLY. PLAT ao. RS PAGE 103)I4.) 9 4 a Z..,: r. AP/ SPE, 111101• 11 V 1?-70 , i LIACESELZGLEDV ( )° :m. x.-.. r,...,,,=::,: r..=- 47. L. T... mr.,-,..m.,:- i 4 . 7. 7.7 r.=..-_,,,,,,-........ 1— - ' =' MI t- T\ 2 11 i I I AFEFATAT= A= 10::::= 1==="...!ENGINEERi/ i4 BMA j t IMIIM e i 1 It: SYASt71." .- HRH. I 1. ,DEIDRICHECK fl T i— L..... I0 , 4. WE E;'..... 737. 72,- iSliii7: 711., 21,-;=- F--- EFiES. 2. 1- HANDICA • TRFING DETAIL.N c...... SPACE I ra ij p• Il l';: i•CITYOFOCOEE 93027G c irAZ1. 1121. 71M- r......."7::•:-.' .HANDICAPPED SYMBOL DETAIL STOP RAR DETAILFEB., 1995 4114 1 - war 472, 5, z. s....„72,-.. ...:".',WPROVEDFOR,± 1 1- ---.- 4HANDICAPSIGNDETAIL 1 7 -__PARKING SIGN DETATI I I: 1[ 1 7..--- 2 -,- 2OF8 JAMESW. SHIEA, PE. 1 OITENKINEEKAT, -::: P 'PM __I VICINITY MAP N.T.S. 1 1 PARCEL #: 16- 22- 28- 4763 -00 -020 TOTAL LAND AREA: 5.32 ACRES PROJECT AREA: 4.33 ACRES FLOOD ZONE: "X" Panel No. 12095CO21OF EXISTING ZONING: C -2 EXISTING USE: VACANT PROPOSED USE: K -5th Grade CHARTER SCHOOL SITE 0 LEGAL DESC RIPTION: Lot 5A, LAKE OLYMPIA SQUARE REPLAT, according to the map or plat thereof as recorded in Plat Book 34, Page(s) 101 -102, Public Records of Orange County, Florida. AND Lot 2B, LAKE OLYMPIA SQUARE REPLAT TWO, according to the map or plat thereof as recorded in Plat Book 35, Page(s) 59 -60, Public Records of Orange County, Florida. ZONING: PUD -LD Parcel ID: 16- 22 -28- 8037 -00 -040 - ._._._._._._._._._ ...... ZONING: PUD -LD Parcel ID: 16- 22 -28- 4739 -00 -320 ZONING: ! PUD -LD Parcel ID: 16- 22 -28- 4739 -00 -330 ZONING: PUD -LD Parcel ID: 16-22-28-4739-00-340 ZONING: PUD -LD Parcel ID: 16-22-28-4739-00-350 ZONING: PUD -LD Parcel ID: 16- 22 -28- 4739 -00 -360 ZONING: PUD -LD Parcel ID: 16-22-28-4739-00-003 f ! I I t ! f ! ZONING: i ZONING: ZONING: ZONING: ZONING: PUD -LD r' PUD -LD j PUD -LD PUD -LD PUD -LD Parcel ID: 16-22-28-8039-00-140 i Parcel ID: Parcel ID:16- 22 -28- 8039 -00 -1601 Parcel ID: 16-22-28-8039-00-170 f Parcel 16- 22 -28- 8039 -00 -180 i 16- 22 -28- 8039 -00 -150 i i ZONING: ZONING: '; PUD -LD PUD -LD Parcel ID: 16-22-28-8039-00-200 Parcel / 16- 22 -28- 8- 8039 -00 -190 SILVER STAR ROAL� \ Parcel ID: 16- 22- 28- 4719 -00 -050 3 c 0 U N (D U 0 N M 0 N L O 0) Q 0 - 6 I 0 N 0 U c E E 0 U U) Y ,I U CL Pal! AUG 1 4 2014 _ a ltj J. SPECIAL EXCEPTION SUBMITTAL — 08/07/'1 s ZONING: C -2 Parcel ID: 16- 22 -28- 0097 -00 -030 S ITE PLA SHEET OF A eb Z 0o � ti � rM II e MI 0 00 N V S ITE PLA SHEET OF A eb Z 0o � ti � rM II e MI 0 00 V � eb n � � d 0 � 0 CL e e_y o S ITE PLA SHEET OF A eb Z 0o V C ti � C U e MI b V � eb n � � d 0 � 0 CL S ITE PLA SHEET OF A eb Z 0o V C ti � C U Ln Ln b Q e e_y V 00 V 00 CL Q S ITE PLA SHEET OF U) eb Z 0o V C ti � C U Z ad Q U S ITE PLA SHEET OF