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Home My WebLink About02-10-2015 Agenda Packet1 4 kM � �'/� ocoPe fIorida FEBRUARY 10, 2015 CALL TO ORDER A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum ILCONSENT AGENDA AGENDA A. Minutes of the Planning and Zoning Commission Meeting held December 9, 2014 7:00 PM B. Windermere West Memory Care (FKA Inspired Living Assisted Living Facility) 1. Preliminary /Final Site Plan City Planner Rumer III. OLD BUSINESS IV. NEW BUSINESS A. McCormick Reserve PUD 1. Preliminary /Final Subdivision Plan B. Swatkowski 112 Lee Street 1. Annexation 2. Rezoning C. Chaudhry & Angard 1102 E Silver Star Rd 1. Annexation V. MISCELLANEOUS A. Elections B. Project Status Report C. February Calendar VI. ADJOURNMENT Public Hearing Principal Planner Fabre Public Hearing City Planner Rumer Public Hearing City Planner Rumer 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. Mayor S. Scott Vandergrift City Manager Robert Frank Commissioners John Grogan, District 1 Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) City of Ocoee • 150 North Lakeshore Drive • Ocoee, Florida 34761 phone: (407) 905 -3100 • fax: (407) 905 -3167 • www.ocoee.org s 31 � CALL TO ORDER Chairman Campbell called the meeting to order at 7:01 p.m. Following a moment of silent meditation and the Pledge of Allegiance to the Flag, a quorum was declared present. PRESENT: Chairman Campbell, Vice -Chairman McKey, Members de la Portilla, Keethler, Marcotte, and West. Also present were City Planner Rumer, Assistant City Attorney Drage and Recording Clerk Turner. ABSENT: Member(s): Dillard (A/E), Dunn (A/E), and Sills (A/U). CONSENT AGENDA Minutes of the Planning and Zoning Commission Meeting held on Tuesday, October 14, 2014. Member de la Portilla, seconded by Member West moved to accept the minutes of the October 14, 2014, Planning and Zoning Commission meeting. Motion carried unanimously. OLD BUSINESS - none NEW BUSINESS Kids Community College — Preliminarv/Final Site Plan City Planner Rumer gave a brief presentation with exhibits on the proposed project. The subject property is located west of the intersection of East Silver Star Road and Clarke Road. 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. The proposed Kids Community College Charter School received Special Exception approval on October 7, 2014; the zoning for the site is C-2 (Community Commercial). The proposed Kids Community College consists of a two story, 31,055 +/- square foot PreK-5tn grade charter school, with a maximum allotment of 350 students. The campus will consist of a single school building with associated playground, basketball court, and a 100x200 activity field. The recreation fields will not be lighted. Stormwater retention will be located on the west side of the property. The wall along Olympus Drive will be extended to the north. Access to the site will be provided via the right in/out located on Silver Star Road, and from Clarke Road through the commercial strip center; there is not an access from Olympus Drive. The applicant is maintaining two commercial out parcels along Silver Star Road. Planning and Zoning Commission Meeting December 9, 2014 As the school is on a tight timeline, the City has allowed the project to be presented to the Planning and Zoning Commission prior to the plan being 90%. The remaining comments are: ® The ponds are currently 4-1, and are required to be fenced. The developer is deciding whether to keep the ponds 4-1, or create a 5-1 slope and then allow the commercial parcel to change the configuration at a later time. ® The City is working with the developer on the fence and the drainage aspect. Discussion Member Marcotte inquired if there is a pedestrian access to the school from Olympus Drive. Mr. Rumer explained that a pedestrian access has not been proposed. Member Keethler inquired if the increase in traffic will be manageable. Mr. Rumer explained the traffic analysis only indicated a concern with the amount of left turns into the project site at the school's release hour; however, the turn lane can handle some stacking of cars. The analysis did not show any negative effects or unsafe conditions. Vice -Chairman McKey opined the only way to exit the site is to turn right. Mr. Rumer explained that initially there was an ingress/egress through Olympus Drive, but is now closed via an Easement Agreement and also by plat. Vice -Chairman McKey inquired the restrictions in the Land Development Code (LDC) relating to alcohol sales. Mr. Rumer explained the alcohol separation only applies to stand alone bars, restaurants do not fall into that category. Vice -Chairman McKey inquired regarding the drainage system in the Lake Olympia Club Subdivision. Mr. Rumer stated he is unaware of any corrective measure the City is taking to address the issue. Further discussion ensued regarding the drainage issues in the area. Mr. Rumer did indicate the City is looking into different aspects. Vice -Chairman McKey inquired regarding drainage for the dumpster area. Mr. Rumer stated he would look into the issue. Vice -Chairman McKey inquired regarding the retention area. Mr. Rumer requested the project's engineer to address the question. The public hearing was opened. Jason Kendall, with Brad Design & Engineering, Inc., gave a brief explanation of the proposed project. Brett Hedstrom, project engineer with Brad Design & Engineering, Inc., reported that the retention pond will be relocated to the west side of the site. The firm conducted an extensive analysis on how the infiltration may affect the parcels to the south. The analysis showed that the infiltration does not have any additional influence to the properties to the south. The project proposes to directly connect to the inlet by Olympus Drive. 2 Planning and Zoning Commission Meeting December 9, 2014 Vice -Chairman Mckey inquired regarding the location of drainage of the dumpster. Mr. Hedstrom explained the dumpster currently drains into the existing pond; however, feels it will not be an issue to separate the drain and redirect the flow into the project's pond. Resident John Finger, 1513 Acropolis Circle, inquired if the subdivision sign easement for Olympia Club is still standing. Mr. Rumer answered in the affirmative. Mr. Finger inquired the distance of the proposed fence from the sidewalk. Mr. Rumer stated approximately 10-12 feet. The public hearing was closed. Vice -Chairman McKey, seconded by Member Keethler, moved that the Planning and Zoninq Commission recommend to the Ocoee City Commission approval of the Preliminary/Final Site Plan for Kids Community College Charter School as it complies with the approved Special Exception, subject to resolving the remaining staff comments before the City Commission meeting. Motion carried unanimously. Inspired Living Assisted Living Facility & Memory Care — Preliminary Site Plan City Planner Rumer gave a brief presentation with exhibits on the proposed project. The subject property is approximately 8.76 acres in size located on the east side of Tomyn Boulevard approximately 255 feet south of Patriots Point Drive. The subject site is undeveloped with a variety of trees, wetlands and 100-year floodplain areas. The site was originally approved for Chateau Reserve, a 22 lot single family subdivision. The Future Land Use designation is "Low Density Residential" which allows up to four dwelling units per acre. The Preliminary Site Plan will consist of a three-story 102,729 square feet 150 beds Memory Care/Assisted Living Facility. The memory care will consist of a single -story with the assisted living being located in a three story portion. The facility will have two access points on Tomyn Boulevard. An eight foot sidewalk will be installed along Tomyn Boulevard. A proposed trail will connect to the existing trail. There will be a 15 foot landscape buffer with landscaping above the code requirements along the entire frontage of Tomyn Boulevard. Water and wastewater, reclaimed water (when available), solid waste, police and fire protection will all be provided by the City of Ocoee. Consistent with City policy, the wetlands/flood zones and associated upland buffers will not be developed and will be dedicated to the City. The Applicant has not requested any waivers from the Land Development Code for this project. 3 Planning and Zoning Commission Meeting December 9, 2014 Discussion Chairman Campbell stated that an e-mail [available upon request from the City Clerk's Office] regarding consideration to ensure proper drainage on the proposed site was received by the commission. Mr. Rumer explained there is a creek that runs between the proposed project site and the Wesmere Subdivision. The amount of impervious is less than the previously approved Chateau Reserve. The proposed project site is in its preliminary phase, and will be developed with more rigid drainage requirements than the Wesmere Subdivision. The plan is to move the water to the south, and the City and applicant will address any issues. Member Keethler inquired the visual affect the project will have on the area. Mr. Rumer explained the project's tallest building will meet the LDC's maximum height requirement of 35 feet. The properties are heavily divided by trees; therefore, only the roof line will be visible to the surrounding residents. Vice -Chairman McKey inquired if there will be a buffer or berm between the projects. Mr. Rumer explained that there will not be a berm; however, the wetlands will serve as a buffer. Vice -Chairman McKey inquired the distance of the building to the property line. Mr. Rumer responded, "57 feet." Vice -Chairman McKey inquired if the proposed mulch trail will meet the Americans with Disabilities Act (ADA) requirements. Mr. Rumer explained the trail is not subject to ADA requirements as it is a private trail. Vice - Chairman McKey inquired if the proposed trail would lead via crosswalk to the Brookestone Subdivision. Discussion ensued regarding the crosswalk and the vice- chairman requested staff research the implementation of a crosswalk that connects to that area. Vice -Chairman McKey inquired if the project would retain most of the trees. Mr. Rumer stated the next step of the process will better address the removal of the trees; however, many trees will be retained. Member West inquired the direction of the water -flow of the creek between the properties. A member of the audience responded the water flows south. The public hearing was opened. The applicant's representative, Civil Engineer Jean Abi-Aoun with Florida Engineering Group, addressed the commission's questions and concerns: • The adjacent properties will abut the one-story aspect of the project. • The wetlands and trees provide a buffer between the properties. • The landscaping for the facility will surpass the standard landscaping for projects. • The developer will preserve as many trees as possible on the east side of the property. 4 Planning and Zoning Commission Meeting December 9, 2014 ® The R-1AA Zoning allows for 51 percent impervious; however, the project proposes only 35% impervious. ® The project will push the outflow of water to the southeast corner, which will alleviate drainage concerns. ® The trail is private and does not fall under the ADA requirements. Member Keethler inquired if the property would be fenced. Mr. Abi-Aoun stated there will not be a fence around the entire property, but the internal courtyard will be fenced. Member Keethler expressed his concern with the property not being fenced; the member fears the residents may wander out into the road. Mr. Abi-Aoun stated there are security features for the memory care facility; however, the entire compound is not fenced. The member again shared his concern with the proximity of the property to the road. Mr. Abi- Aoun explained that his firm has designed many facilities and they too are not fenced. Member de la Portilla inquired if the applicant had other facilities in the area. Cliff Davis, Senior Care Living representative explained there are currently six facilities under construction, with the Melbourne facility being the closest. The following residents voiced their concerns and questions regarding the Inspired Living Assisted Living Facility & Memory Care project: ® Bill and Tracey Ferrara, 962 Patriots Point Drive ® Gerald Gaestel, 2214 Blackjack Oak Street ® Bill Berg, 2165 Blackjack Oat Street Some of the shared concerns and requests from the residents included: ® The close proximity of the proposed project to the Brookestone Subdivision. A request was made to extend the existing brick wall from the Brookestone Subdivision to cap off the north end of the property. ® The close proximity of the proposed trail to the pool of a resident. ® The impact the proposed project may have on the drainage issues for local residents. ® The installation of a traffic light to alleviate traffic during peak hours. ® Residents requested an increased buffer between the properties to maintain privacy. ® To ensure the creek remains a viable way to carry out storm water. ® The proximity of the proposed project's pool to the home of the residents. ® Encroachment of the project onto the wetlands. E Planning and Zoning Commission Meeting December 9, 2014 Mr. Rumer explained that a traffic light is not warranted as the project has a low use and is not near capacity; the facility does not have a peak time. Member Keethler inquired if there is a soil issue causing the drainage issues. Mr. Rumer stated he was unaware of the issue until today, but believes the soil may be similar to that in the Westyn Bay Subdivision. Board discussion ensured regarding the drainage issues in the area and the elevation of the properties. Civil Engineer Jean Abi-Aoun addressed the concerns and suggestions by offering the information below. • The wetlands only occupy approximately 3/10 of an acre on the northeast corner of their property. They will only develop the uplands. • The project will improve the drainage as it will push the water south. • The applicant does not intend to extend the brick wall of the Brookstone Subdivision. • The properties are divided by natural vegetation, and the applicant also intends to provide a buffer. Chairman Campbell requested Mr. Abi-Aoun address the issue with the facility's pool. Mr. Abi-Aoun explained the distance from the deck of the pool to the property line is approximately 15 feet. Chairman Campbell requested the applicant look into relocating the pool. Mr. Abi-Aoun stated they can look at a different design options. Member de la Portilla inquired if the pool is screened. Mr. Abi-Aoun responded, "No". The member recommended screening the pool for safety reasons. Member de la Portilla inquired the height of the trees dividing the properties. Mr. Abi-Aoun stated the trees are approximately 40-50 feet tall. He continued by saying local residents may only be able to see the structure's roof line. Member Keethler inquired if the intent is to clear the foliage up to the property line and then landscape. Mr. Abi-Aoun responded, "Yes, with the exception of the wetlands". The public hearing was closed. Member West, seconded by Vice -Chairman McKey, moved that the Planning and Zoning Commission recommend to the Ocoee City Commission approval of the Preliminary Large -Scale Site Plan for Inspired Living Assisted Living Facility & Memory Care. Member Marcotte requested clarification of the City's Code as it relates to the maximum height of a structure. Mr. Rumer stated the maximum height of a structure is 35 feet; 6 Planning and Zoning Commission Meeting December 9, 2014 however, the LDC defines the maximum height of a building as the middle point between the peak of the roof and the eave, and allows for appurtenances to extend above that. After discussion: The motion carried unanimously. Project Status Report City Planner Rumer informed the Board of the possibility of a second meeting in January for a proposed charter school looking to purchase City land. Mr. Rumer shared that per MetroPlan, the City of Ocoee has the greatest population growth out of all local counties. Mr. Rumer reported that a quasi -urban apartment application for Target Area 2 is currently under review, and that the City is anticipating a large amount of residential growth. Also, Pulte Homes purchased the WestynBay Commercial PUD lots. Member West inquired regarding the contract with Mattamy Homes for the Crown Point Property. Assistant City Attorney Drage stated to her knowledge, a contract has not been received by the City. Vice -Chairman McKey inquired regarding the status of the property behind the Hammocks Subdivision. Mr. Rumer explained that the preliminary test on the school concurrency capacity failed for the middle school. Chairman Campbell wished everyone a Happy Holiday Season! �r • The meeting adjourned at 8:23 p.m. ATTEST: Diana Turner, Recording Clerk Bradley Campbell, Chairman INSPIREDWINDERMERE WEST MEMORY CARE N v v S. Sc o t, Vandergrift its 41t,11a)4 r Robert Frank TO: The Planning and Zoning Co rr ission l�!Dg_ FROM: Michael Rumer, City Planner DATE: February 10, 2015 Coll-1111issioners John Grogan, .District 1 Rosernary Wilsen, District 2 Rusty Jolinson, District 3 Joel F. Feller, District 4 SUBJECT: Windermere West FKA Inspired Living Assisted Living Facility & Memory Care Preliminary/ Final Large -Scale Site Plan Project # LS-2014-003 Should the Planning and Zoning Commission recommend approval of the Preliminary/Final Site Plan for Windermere West FKA Inspired Living Assisted Living Facility & Memory Care? The subject property is approximately 8.76 acres in size and is located on the east side of Tomyn Boulevard approximately 255 feet south of Patriots Point Drive. The subject site is currently undeveloped with a variety of trees, wetlands and 100-year floodplain areas. Wetlands and flood zones areas are associated with the Johns Lake Basin and are situated on the property's eastern and southern boundaries. The existing land use to the north and east is Single -Family residential subdivisions zoned R- 1A, R-1AAA (Brookestone Subdivision) and PUD Low Density (Wesmere Subdivision). To the south there is an unincorporated parcel (+/- 1.4 acres) of land which is heavily treed and currently undeveloped, zoned (Orange County) A-1. Situated west across Tomyn Boulevard is a water retention pond owned by the Orlando -Orange County Expressway Authority. Currently, it is being utilized for stormwater abatement for SR 429. Further west across SR 429 is a vacant undeveloped parcel zoned (City of Winter Garden) A-1. The Future Land Use designation is "Low Density Residential" which allows up to 4 dwelling units per acre. The surrounding future land use is "Low Density Residential" except for certain portions to the south and east which are designated as "Conservation/Floodplains". On December 9, 2014, the Planning and Zoning Commission reviewed and recommended approval of the Preliminary Site Plan for Inspired Living Assisted Living and Memory Care Facility. The Planning and Zoning Commission Meeting late February 10„ 2015 Page 2 of 2 The table below references the future land uses, jurisdiction, existing land uses and zoning classifications of the surrounding parcels: E LAND USE / JURISDICTION EXISTING LAND USE / ZONING w Density Residential & ]' "LDR" & "Conseivation/Floodplains"/R-lA ation/Floodplains/City of Ocoee (`Brookestone") ow Density Residential & "LDR"& "Conservation/Floodplains"/PUD F7ne ation/Floodplains/City of Ocoee "planned Unit Development" (Wesmere Subdivision Conservation Tract) ow Density Residential & "LDR"& "Conservation/Floodplains" ation/Floodplains/City of Ocoee SR 429 SR 429 The Preliminary/Final Site Plan will consist of a three-story 102,729 square feet 150 beds Memory Care/Assisted Living Facility. The memory care will consist of a single -story with the assisted living being located in a three story portion. As shown on the Preliminary Site Plan, the facility will have two access points on Tomyn Blvd. An eight (8) foot sidewalk will be installed along Tomyn Blvd. There will be a 15 foot landscape buffer with landscaping above the code requirements along entire frontage of Tomyn Boulevard. Water and wastewater, reclaimed water (when available), solid waste, police and fire protection will all be provided by City of Ocoee. Consistent with City policy, the wetlands/floodzones and associated upland buffers will not be developed and will be dedicated to the City. Finally, the Applicant has requested no Waivers from the Land Development Code for this project. Due to the short time line the City is trying to help the applicant achieve, the Development Review Committee's recommendation will not be made until after the Planning and Zoning meeting. STAFF RECOMMENDATION: Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Preliminary/Final Site Plan for Inspired Living Assisted Living Facility & Memory Care subject to meeting the requirements of all outstanding comments. Attachments: Location Map; Zoning Map; Aerial Map; Preliminary / Final Large -Scale Site Plan for Inspired Living Assisted Living Facility & Memory Care rec'd Feb 3, 2015 & response to comments. � Inspired Living Location Map � ] ' _ _ _ ._ _ � ^ _ _ _ //\/`///`//�_�-�- o' Inspired Living Surrounding Zoning Map law soor Ocoee Community Development Department 1 inch = 660.735053 feet 300150 0 300 600 900 Feet Printed: Dec. 2014 QSubject Property E Unincorporated Territory ® and Other Municipalties Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Warrior Single -Family Dwelling (R-1AA) 1 I Single -Family Dwelling (R-1A) _ Single -Family Dwelling (R-1)— One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) Neighborhood Shopping (C-1) _ Community Commercial (C-2) — General Commercial (C-3) - Restricted Manufacturing & Warehousing (1-1) General Industrial (1-2) {. Commercial (PUD) •� Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) Unclassified Lakes and Water Bodies MZ 5127 S, Orange Avenue Suite 200 xkft FLORIDA s 4 Orlando FL 32809 F E 6 ENGINEERING GROUP Phone: 407 II95 0324 Fax: 407-895-0325 February 2, 2015 F(J Sherry Seaver, City of Ocoee Planning Division Office of Permitting Services 150 North Lakeshore Drive Ocoee, Florida 34761 Subject: Response to Staff Review Comments of December 23, 2014 Inspired Living Assisted Living Facility & Memory Care Preliminary Site Plan: LS-2014-003 FEG Project No. 14-083 Please find attached eight (8) sets of revised site construction drawings and other supporting documentation addressing staff review comments of December 23, 2014. The following is also an item - by -item response to each of the comments: Planning Division: 1. On the cover page, please revise title to read, "Inspired Living Assisted Living Facility/Memory Care Preliminary/Final Site Plan". Response: The above change has been made. 2. Please refer to the City Attorney's Office for the complete list of applicable Conditions of Approval (COAs) for a large-scale Preliminary/Final Site Plan. This list shall be incorporated in the site plan on a full size sheet and referenced on the Sheet Index accordingly. Response: The COA list has been incorporated as shown on Sheet C-4A. 3. Why is excess parking being provided? The excess parking does not need to be paved. Response: As discussed at the TRC meeting, the excess parking is very minor (17 parking spaces) but it is a necessity for the project to be paved. Please keep in mind that the entire impervious area for the site is 37% of the total site area. 4. The application indicates Mark Bouldin as the owner of record. This does not reflect Sm investors, LLC as shown on the Property Appraiser's information. Response: We have enclosed a copy of the purchase contract depicting Mark Bouldin as the buyer with control over the property. 5. On sheet C-5, under Wetland Statement, the wetlands, flood plain and 25 foot buffers shall be dedicated to the City of Ocoee by separate instrument. Response: This comment is noted as shown on Sheet C-5. 6. Please demonstrate how the sidewalk connection to the north will be made. Have you looked at the grade change? Response: As discussed at our TRC meeting, we have matched the existing grade at our property line. 7. Provide a tree preservation program that indicates which trees will be saved for the site (LDC, Article VI, Section 6-10, B). In particular, the design must attempt to preserve specimen trees. Specimen trees are defined as all native trees with a DBH of twenty-four (24) inches or greater per Code. Therefore, provide a tree preservation/protection program that takes into consideration any specimen tree. Response: The plan originally was designed with preservation of as many trees as possible. Subsequent tweaks to the plans took into consideration the preservation of as many large trees as possible. B. Sheet C-4 provides a tree removal table. Please also provide the required amount of trees to be replaced. The specimen trees shall be replaced at a four to one ratio at the expense of the developer (LDC, Article VI, Section 6-10, B, (4), a). Therefore, please provide a Tree Replacement Calculation table to include total trees removed and a replacement tally. Please note Landscaping Plan's shade and understory trees can count for replacement trees. Response: The tree removal and replacement calculations have been added to the landscape plan as requested. 9. On the Landscape Plans, please show how calculations on the landscape material quantities (buffer and site) were obtained. In addition, any trees designated to be saved on designated buffers and site areas can be used to meet landscaping code requirements. Response: The buffer calculations have been added to the landscape plan. 10. On sheet L-1, the 15-foot landscape buffer along the front of the property shall be planted with an average of two (2) shade trees per 100 linear feet and three (3) understory trees per 100 linear feet. Please note the buffer may be reduced to 15 feet in selected instances where determined to be appropriate by the City if shrubs and groundcovers comprise at least 75% of the required buffer area (LDC, Article VI, Section 6-14, C, (2), (b), iv). Please revise to include three understory trees and ground cover. Response: We have revised the landscape plan accordingly with the required number of trees as well as the calculations. Please refer to the revised sheet L-1. 5127 S. Orange Avenue, SuiteFLORIDA ENGINEERING 200 Orlando, FL 32809 F E ri F/o';5o�j GROUP Phone: 407 895 0324 °� Fax:407-895-0325 7-: 11. Please note at least 1 tree is required to be provided for each 4 parking spaces in the parking lot (LDC, Article VI, C, Section 6-14, (2), (d), i). Please show this requirement and how calculations where obtained on the Landscape Plan. Response: This calculation has been added to the landscape plan as requested. Please refer to the revised sheet L-1. 12. Please note an average of 1 shade or understory tree is required to be provided for every 30-feet of building perimeter (LDC, Article VI, Section 6-14, C, (2), (a), ii). Please show this requirement and how calculations where obtained on the Landscape Plan. Response: This calculation has been added to the landscape plan as requested. Please refer to the revised sheet L-1. 13. On sheet L-1, under Landscape Plant Schedule, convert the provided "Caliper" measurements to the City's standard unit of "DBH" (Diameter at Breast Height) measurements consistent with LDC, Article VI, Section 6-14, C, (3). Response: DBH has been added to all of the tree specs in the plant list and note #6 has been revised to define DBH. 14. On sheet L-1, ensure that the provided plant list meets or exceed the minimum size requirements (LDC, Article VI, Section 6-14, C, (3)). Shade Trees: three to three and one-half inch diameter at breast height (DBH), ten to twelve feet height, five-foot spread, container grown. Understory/Ornamental Trees: two to two and one-half inch dbh, eight to ten feet height, three foot spread, container grown. (Multi -trunk) three to four one inch trunks minimum. (Palms) height varies, minimum eight feet high. Response: The required minimum sizes have been added to the plant list. 15. On sheet L-1, please add a note that states, "DBH-Diameter at breast height — "Breast Height" is defined to be fifty-four (54) inches above the surface of the ground at the base of plant or tree". Response: This note has been revised accordingly. See note #6 under Landscape Notes. 16. On sheet L-1, further subdivide the provided plant list into categories such as: Shade Trees, and Understory/Ornamental Trees. Response: All plants are now categorized as requested. 17. Please provide the Irrigation Plan for this project (LDC, Article IV, Section 6-15, Q. On the cover sheet, revise the Index of Drawings to include an Irrigation Plan. Response: An irrigation plan has been added as Sheet L-2. 18. Please provide a photometric plan. Response: A photometric plan has been added as Sheet E-1.2 a FLORIDA 5127 S. Orange Avenue, Suite F E 6 ENGINEERING 200 Orlando, FL 32809 GROUP Phone:407-895-0324 _. "'' Fax:407-895-0325 19. All building lighting fixtures shall be equipped with shielded or full -cutoff luminaires incorporating flush - mounted lenses (LDC, Article VI, Section 6-14, C, (2), (i), vii). Please note this requirement on the plans to ensure that the architectural drawings comply with this requirement. Response: The above note has been added on Sheet C-S. 20. Please provide the building elevations in this plan package. Response: Building Elevations are added as shown on Sheet AE201. 21. For your information, based on the calculation rate of Congregate Care Facility ($891.59 per Dwelling Unit), the anticipated Transportation/Road impact fee for this project will be (150 X $891.59) $133,738.50. This Transportation/Road impact fee with other applicable impact fees will be due at the time of issuance of a building permit. However, at the owner's request, the Transportation/Road impact fee may be differed to C.O. (Certificate of Occupancy) of the building. ® Please note the City of Ocoee Commission has adopted Ordinance 2012-021 which temporarily reduces the road impact fees by 25% from January 3, 2013 to January 1, 2014. Therefore, your new calculated Transportation/Road impact fee for this project is (150 X $668.69) $100,303.50. Response: This comment is noted. DAVID WHEELER, CITY ENGINEER 1. On sheet C-2, the revised survey was not signed and sealed. Response: Eight copies of the signed and sealed survey are enclosed with this submittal. 2. On sheet C-3, Water and Sewer Notes #1 needs to reference the City of Ocoee Engineering Standards Manual. Response: The above comment is addressed. 3. On sheet C-3, FDEP Construction Notes, Construction Notes — all of these notes can be deleted as they are covered in the City of Ocoee Engineering Standards Manual. Response: The above comment is addressed. 4. On sheet C-4, the discharge point for the LAT/LONG would be the outfall MES from the southern pond not the on -site pond. Response: The above comment is addressed. 5. On sheet C-4, Erosion Control Note #4 needs to also reference the SWPPP being submitted to the City for review/approval. 5127 S. Orange Avenue, Suite FLORIDA 200 Orlando, FL 32809 F E (iENGINEERING �� a GROUP Phone:407-895-0324 Fax:407-895-0325 Response: The above comment is addressed. 6. On sheet C-4, the stone drive aisle needs to be run into the parcel. Response: The above comment is addressed. 7. On sheet C-5, 100 flood elevations are listed based upon data from sources other than FEMA. Please show the location of the flood plain as depicted on the FEMA FIRM panel for reference and include a reference to the FEMA flood plain under "FLOOD ZONE". Is it the intent to submit a LOMR or CLOMR-F for this project? Response: The FEMA designated flood plain has been added on Sheet C-5. As discussed with FEMA, an amendment to the current CLOMR-F case will be filed for the new project. 8. On sheet C-6.0, according to your stormwater calculations, the 100-year storm event will have an elevation of 123.25. The building floor elevation must be at least 2.0 feet above that 100-year elevation. Response: The stormwater design has been modified where the pond outfall structure top has been increased from elevation 120.9' to 122.1' to basically retain the entire Mean Annual storm event. The Pond size has increased slightly due to this change and the new 100 year peak stage in the pond is 123.106. As such, the Finish Floor Elevation (FFE) has been raised from 124.8' to 125.3', thus maintaining a minimum of 2 foot separation between the 100 year elevation and the FFE. 9. On sheet C-6.0, is there a reason that the drains in the putting area need to be type C inlets? Also, the roof drains from the southern end of the building are connecting using wyes — why not move structure SD-10 to the north and connect the roof drains directly to the drain structure? Response: The above observation has been incorporated into the design. 10. On sheet C-6.0, it is understood that the on -site stormwater drainage system is to be owned by the property owner and maintained by them, too. (COA comment) Response: That is correct as shown under Section F of the COA on Sheet C-4A. 11. On sheet C-6.0, it is recommended that all joints be wrapped with filter fabric in accordance with FDOT standards. Response: The above note has been added on Sheet C-6.0. 12. On sheet C-6.1, how is the pool deck drainage to be handled? The outside elevations are set on the drawing and the note says that the pool contractor is to handle pool deck drainage. Typically, pool decks drains away from the pool. Response: The pool deck has been re -graded to drain to the outside edge of the deck with perimeter swales intercepting the runoff as shown on Sheet C-6.1. FLORIDA 5127 S. Orange Avenue, Suite ENGINEERING 200 Orlando, FL 32809 Phone: 407-895-0324 FEG&OGROUP Fax: 407-895-0325 r 13. On sheet C-7, there are some 6 inch cleanouts on 4 inch laterals and others have 6 inch cleanouts on 6 inch laterals. Is this correct? Response: A 4-inch PVC cleanout is now designated to connect to the 4-inch sewer lateral as shown on Sheet C-7. 14. On sheet C-7, all water mains 4 inch and larger on the city's side of meters and/or backflow preventers will be DIP. All pipelines less than 4 inch shall be C901. Response: The above comment has been addressed. 15. On sheet C-7, it is recommended that the fire line into the building and the pipeline to the private fire hydrant on the south side be DIP instead of PVC. Response: As discussed at the TRC meeting, the private fire main will be DR 18. 16. On sheet C-7, the water and force main being installed by the City are adjacent to the existing road and not the outside of the ROW. Response: The Offsite water and sewer mains Cad files, prepared by Pegasus Engineering, were provided to us and they are now shown on our plans. 17. On sheet C-7, the 1-1/2 inch and 3 inch domestic water meters are to be purchased by the contractor/developer. They shall be Invensys Sensus meters per the City's specifications. Response: The above comment has been addressed. 18. On sheet C-7, the force main shall be DR 18 PVC. Response: The above comment has been addressed. 19. On sheet C-7, the water meters are to be located behind the sidewalk. Response: The above comment has been addressed. 20. On sheet C-8, detail 6 for detectable warnings. Are these imbed or glue/screw down mats? Response: The mat will be screwed as indicated on Sheet C-8. 21. On sheet C-8, details 7 and 8 for pavement sections — is there a plan to use crushed concrete for base material? Response: The crushed concrete option is added to the detail. 22. On sheet C-8.1, the Control Structure Benchmark Detail references that the City will provide permanent brass coupons for the benchmark(s). The City of Ocoee does nor provide the brass coupons. 5127 S. Orange Avenue, Suite FLORIDA 200 Orlando, FL 32809 z ENGINEERING Phone: 407-895-0324 E GGROUP Fax: 407-895-0325 Response: The benchmark detail has been eliminated. 23. On sheet C-8.1, the Stabilized Emergency Access Section needs to be 16 feet wide. Response: A 16 foot stabilized emergency access is now shown on Sheets C-5 and C 8.1. 24. On sheet C-8.1, the Outfall Control Structure Modified Type Inlet detail lists a overflow elevation at the top of the structure as 120.90, which is below the Mean Annual Peak Elevation and nowhere near the 100-year event elevation. Based upon this overflow elevation the ponds are not retaining any water to percolate into the ground. Response: As previously mentioned under Comment No. 8, the stormwater design has been modified where the pond outfall structure top has been increased from elevation 120.9' to 122.1' to basically retain the entire Mean Annual storm event. 25. On sheet C-9, the fire line backflow preventer only needs to be a Double Detector Check Assembly. We only meter the bypass service line. Response: The above comment has been addressed. 26. On sheet C-10, it is understood that the lift station will be owned and maintained by the property owner (possible COA). Response: That is correct. This note has been added under Section H of the COA as shown on Sheet C-4A. 27. On sheet C-12 and 13, the conversion from 5:1 to 2:1 is at 2 feet below the control water elevation. Response: The above comment has been addressed. 28. On sheet C-12 and 13, the pond must have 1.0 foot of free board above the 100-year storm event. Response: The above comment has been addressed. 29. On sheet L-1, show the above ground utility features and keep landscaping sufficiently away from them. Remove any trees of any kind from the areas around the fire hydrants and backflow preventers. Response: The above comment has been addressed. 30. On sheet L-1, the trees along the edge of the ROW will be required to have root shields. Response: The above comment has been addressed. 31. The standard COA page is not included. �y`w FLORIDA 5127 S. Orange Avenue, Suite F E (iENGINEERING ( 200 Orlando, FL 32809 GROUP Phone:407-895-0324 _ Fax: 407-895-0325 Response: the COA has been added as Sheet C-4A. 32. Andreyev Engineering, Inc. needs to understand that the subject parcel for this development is located on Tomyn Boulevard in the City of Ocoee. Response: The above comment has been noted. 33. The water and sewer flows and Capital Charges are to be calculated from the table listed in Section 173 of the City of Ocoee Municipal Code. Response: The above comment has been addressed as reflected in the revised lift station calculations. 34. The plans did not include lighting and irrigation drawings. The City allows for spill over off -site at the entrance drives. The City does not allow any fixed risers for irrigation of shrubs and bushes. Response: The revised plans include an irrigation plan as Sheet L-2 and a lighting plan as Sheet E1.1. SCOTT SINCLAIR RENAISSANCE PLANNING GROUP Renaissance Planning Group has reviewed the above referenced traffic impact analysis, received in December 2014 and agree with the study's conclusion that the proposed development will not significantly impact the roadway segments and intersections. Response: The above comment has been noted. MARK TROILO SINGHOEEN & ASSOCIATES, INC. Comment 1. Please provide the SJRWMD Permit when it is received. Response: A copy of the SJRWMD will be forwarded under a separate cover. The District had minor comments which we have addressed. Comment 2. The following generally relate to the construction plans. a. According to Page 6 of the Surface Water Management System Report, the project site discharges into Lake Roberts, a land -locked basin (i.e. there is no positive outfall). Per the City's Comprehensive Plan (Infrastructure; Drainage Sub -Element #3) and LDC (Article VI, Section 6- 7(13)(3)(d)), developments in landlocked basins must provide full retention (i.e., no surface discharge) of the runoff volume produced by a 100-year, 24-hour storm event. This volume must be recovered within 14-days following the storm event (Comprehensive Plan, Section 4.3, (1)(D). The proposed pond currently discharges during the mean annual storm event. Please revise the plans and/or calculations to meet City requirements. 5127 S. Orange Avenue, Suite FLORIDA 200 Orlando, FL 32809 ' ENGINEERING FE(ir-�,j Phone:407-895-0324 GROUP - ,.:3 Fax: 407-895-0325 ___� Response: As demonstrated though a hydraulic analysis, retaining the 100 year — 24 hour storm event will create a major hardship on this project. Therefore, as agreed to with the City Engineer the pond has been re -designed to retain the entire Mean Annual Storm Event. b. Much of the project site is located in FEMA Flood Zone A. The plans reference floodplain elevations based on an Orange County study and a Brookstone study. Please provide applicable portions of these studies for review as they pertain to establishing the base flood elevations shown in the submittal. Submitted information should include, as a minimum, the study title pages; model network maps (or portions thereof) showing the location of the project within the referenced model networks; and basin, node and link input and output data associated with those portions of the model networks cited by the submittal for use in establishing 100-year flood stages. Response: As discussed with the City Engineer, the above studies are available to the City and the City approved the 100 year elevations based on the above studies as part of the Chateaux Reserve project. c. Proposed wetland limits cross over and beyond the floodplain extents at several locations onsite. Was the onsite topography used to map the floodplain extents? if so, please explain why wetland lines are located outside of the 100-year floodplain. Note that this discrepancy may result from inconsistencies between site -specific data submitted for this project and data used in the cited basin studies. Furthermore, it may be necessary to extend the model submitted with this application and/or modify the cited basin study models to accurately calculate site -specific base flood elevations. Response: As discussed with the City Engineer, the wetland lines and the floodplain elevations have been reviewed and approved by the City as part of the Chateaux Reserve project and we are not proposing any changes to these lines as part of this project. d. Calculated peak stage is 123.25 feet while the pond top of berm is at elevation 123.50 feet. The proposed pond must provide 1 foot of freeboard during the 100-year event. Refer to the LDC for more details on this requirement (Article VI, Section 6-7(13)(3)(g)(8)). Response: The above comment has been addressed. e. City code requires ponds to have sodded side slopes and berms and bottoms that are grassed and mulched for dry ponds (Article IV, Section 6-7 13(3)(G)(6). Please revise the plans to clearly indicate this requirement will be met. Response: The above comment has been addressed. f. The City's land development code requires written approval of the City Engineer for wet bottom ponds. Further, the City's LDC requires that stormwater facilities be designed with side slopes no greater than 5:1 to 2 feet below the NWL so as not to require fencing (Article VI, Section 6-7 C(1)(L)(iii)). Please obtain City approval for a wet pond and review / revise as needed. Response: City Engineer indicated that he approves the Wet Detention Pond Design. FLORIDA 5127 S. Orange Avenue, Suite ENGINEERING 200 Ortando, FL 32809 FEGLJGROUP Phone:407-895-0324 Fax: 407-895-0325 g. The geotechnical report indicates that the seasonal high groundwater table at the north pond is estimated to be 120.75 (NGVD). The control level in the pond is proposed to be 120.0, 9-inches below the groundwater levels. Please provide calculations for the seepage of groundwater into the pond and include this in the drainage calculations. Response: A seepage flow of the groundwater has been included in the revised stormwater calculations. h. The drainage pipe within the parking lot are proposed to be constructed of HDPE. The City requires that pipes beneath paved roadways be constructed of reinforced concrete. Response: The pipes under the parking lot are private and therefore will remain as HPDE as reflected in the COA Sheet (C-4A) and agreed to with the City Engineer. i. Several inlets and drainage structures are called out in the plan view on Sheet C-6.0 as "D9" (FDOT Type D per the Site Drainage Keynotes), but are specified as "Type C Inlets" in the Drainage Structure Legend. Please review all structure callouts and revise as necessary. In addition, the control structure (SD-12) is specified as a "Type C" inlet on Sheet C-6.0, but the detail on Sheet C-8.1 shows a "Type E" inlet. Furthermore, the ICPR routing analysis models the control structure as a "Type E" inlet. Please revise the callouts on Sheet C-6.0. Response: The above comment has been addressed. j. The Drainage Report indicates that 1.67 acres of offsite. area currently drains through the property and is to be routed around the property under proposed conditions. Please provide calculations to show that the proposed Swale and 12" x 18" culverts can adequately convey the flow from this area during the 10-year, 24-hour storm event. Response: The above comment has been addressed by performing a hydraulic analysis to determine the hydraulic capacity of the swale and driveway pipes as shown in the enclosed revised stormwater calculations. Comment 3. The following generally relate to the drainage report and/or ICPR calculations. a. The impervious area used in the Required Water Quality Volume calculations (Page 7 of the drainage report) includes only 18.1% of the project area. According to Page 5 of the drainage report, 18.1% of the project area corresponds to impervious area less the building footprint, pool deck, and pond area. The building footprint and pool deck should be included, along with all parking, sidewalks, and other paved areas. Please include this area in the calculations and revise the Required Water Quality Volume if necessary. Response: The Water quality computations have been revised to incorporate all impervious areas as shown in the enclosed drainage calculations. b. The ICPR hydrology input data indicates the SCS-ii rainfall distribution was used in all routing analyses. Please be sure to use the rainfall distribution consistent with that used to determine 5127 S. Orange Avenue, SuiteFLORIDA ENGINEERING 1200 Orlando, FL 32809 FGROUP Phone:407-895-0324 E (i Fax: 407 895 0325wt, the time -stage information for the boundary node. In addition, if SCS distribution is to be used, please use the Florida Modified distribution. Response: The above comment has been addressed as shown on the enclosed revised drainage calculations. c. The outfall structure modeled in the ICPR routing analysis (Link: CS-1) is modeled with no entrance loss assigned to the pipe. Per ICPR recommendations, an entrance loss coefficient of 0.2 should be assigned to concrete pipes with beveled edges. In addition, the following is recommended: i. The Control Elevation for the horizontal grate (Weir 1 of 2) should equal the grate invert, at 120.9. Response: The entrance loss has been added and the grate elevation has been revised. ii. The orifice (Weir 2 of 2) should be modeled as a horizontal weir with the control elevation at the flow elevation (120.0). The invert should be 6-inches lower in accordance with the detail on Sheet C-8.1. Please refer to the graphic included with these comments. Response: The ICPR model has been revised to reflect the bleed down orifice as a horizontal weir with the invert elevation six inches lower based on the turn down elbow. iii. The weir representing the outfall swale (Link: SWALE) is assigned a "Vertical: Mavis" type weir and has a discharge coefficient of 3.2, which is typical of sharp -crested weirs. This weir represents overland flow (i.e. broad -crested weir) and should have a weir coefficient closer to 2.6 for unpaved areas. Please review and revise the weir type and discharge coefficient as needed. Response: The weir has been revised to a coefficient of 2.6. d. The boundary node for the ICPR routing analyses (Node: WET500-ROBERTS) is assigned the same time -stage information for each storm event. Please explain or revise to provide unique time -stage information representative stages within Lake Roberts during different storm events. In addition, please provide excerpts from the PBS&J study used to determine the boundary information as they pertain to the model development. Response: Portions of the Lake Roberts study have been added to the Stormwater Report listing the 25-year, 24-hour maximum stage as 116.83 and the 100-year, 24-hour at 117.23. The pond discharges to a spreader swale with a top elevation of 119 so the lake does not impact our outfall. e. The Ocoee LDC requires that the proposed pond must recover within 14-days following the 100- year, 24-hour storm event. Please extend the ICPR simulation end time or provide some other means to illustrate the pond's recovery. Response: As previously discussed, the 100-year, 24-hour volume storage is not required. The ICPR printout for this storm has been extended to 96 hours. FLORIDA 5127 S. Orange Avenue, Suite FEGL,ENGINEERING 200 Orlando, FL 32809 fiei- Fax:GROUP Phone: 407-895-0324 407-895-0325 f. The secondary storm sewer system should use the 10-year pond stage for tailwater purposes. Please review and revise as needed and resubmit affected plans and/or calculations. Response: The secondary storm sewer analysis is based on the pond's 10-year peak stage elevation. g. The storm sewer calculations were submitted, however inlet capacity calculations were not provided. Please include lane spread and inlet calculations. The City's LDC defines the maximum allowable stormwater spread into traveled lanes to be 1-inch above the crown of the road for interior roadways (Article VI, Section 6-7(13)(3)(h)(6)). Response: Inlet capacities have been added showing the proposed structures can accommodate the required flow This is a private parking lot and not an interior roadway. Reiss Engineering. Inc. (REI) Water 1. Sheet C-7 Notes W9 and W-13. REI Comment: City to add a valve on the 8" water main run continuing on Tomyn Boulevard (south side of the tee) Response: This comment is noted. 2. Sheet C-7 4" water main alignment REI Comment: Maintain horizontal separation between water main and force main per City standards and the Florida Building Code. Water main on Tomyn Boulevard should be shown in the correct location (see City). Response: The City provided us with the offsite water and sewer mains alignments, prepared by Pegasus Engineering, and we have incorporated their design into our plans. Wastewater 3. Sheet C-7 4" Force main alignment REI Comment: Maintain horizontal separation between water main and force main per City standards and the Florida Building Code. Wastewater force main on Tomyn Boulevard should be shown in the correct location (see City). Response: The City provided us with the offsite water and sewer mains alignments, prepared by Pegasus Engineering, and we have incorporated their design into our plans. 4. Sheet C-10 REI Comment: In the case that lift station ownership is turned over to the City, please see and adhere to City of Ocoee "Minor" lift station standard design including pump make/model, wetwell diameter, pipe sizes and materials, valve box arrangement, etc., or obtain written permission from the City to deviate. Response: This comment is noted. 5. Lift Station Calculations REI Comment: Selected pump operating point is too "high" on the curve and pump efficiency of 30% is not advisable versus the pump's optimum efficiency of 55%. 5127 S. Orange Avenue, Suite FEr,k FLORIDA 200 Orlando FL 32809ENGINEERING GROUP Phone: 407-895-0324 Fax: 407-895-0325 Response: The lift station design has been revised to select a different pump with a better pump efficiency. 6. Sheet C-7 note S6 REI Comment: Potable water service to Lift Station or nearby hose bib? Response: A nearby hose bib will be used by the building. 7. Sheet C-7, note on 4"FM stating "To Connect to Sanitary Manhole at Brookstone Subdivision Entrance". REI Comment: Remove the note, applies to the City portion of the work. FYI, connection is to the sanitary manhole at Patriots Point Dr. and Sugar Cove Ct. (not the first manhole on Patriot's Point Drive just west of Sugar Cove Court). Response: This note is removed. I trust that this letter and the attached documents adequately address the above comments. Should you have any questions or require further clarification, please do not hesitate to contact me at 407-895- 0324 or by email at JAbiaoun@feg-inc.us. Sincerely, Florida Engineering Group, Inc. -J6+7 A464 u17, Jean Abi-Aoun, P.E. Vice President cc: Mr. Cliff Davis. FLORIDA 5127 S. Orange Avenue, Suite FEG�� ENGINEERING 200 Ortando, FL 32809 GROUP Phone:407-895-0324 Fax:407-895-0325 ASSISTED LIVING FACILITY], 1,MEMORY CARE "R--E-L1-'-M-1-N'ARY FINAL[,SITE1 PLAN 1060 TOMYN BOULEVARD OCOEE, FLORIDA 1. SENIOR CARE LIVING V, LL 8380 M y PINES::. APPLICANT:DAVIS 288 BEACH •. s s.: t PHONE:I FL ARCHITECT R rt •. ARCHITECTS ENGINEERS . 8130 LAKEWOOD MAIN1 LAKEWOOD D RANCH, FL 34202 PHONE:* t556-0757 * t556-0759 x: 1 LAKEHURST DRIVE O .< ■ I t0 x 1, 1 1 1 •y. !' 1 ♦! y. 1 1" ■ NOT TO SCALE r .' x COVERNINDEX RM iy' 94 •, • MAIM NOTESC-3 LEGEND, SPECIFICATIONS C-4 SITE DEMOLITION 1 STORMWATER POLLUTION, t x. 'ON D " :# —FA r , x. C-5 SITE GEOMETRY *' i C-6.0 SITE PAVING, GRADING and DRAINAGE PLA" • DRAINAGE + " C-7 SITE UTILITY • , CONSTRUCTIONC-8.0 SITE DETAILS C-8.1 SITE CONSTRUCTION C-9 CITY OF OCOEE STANDARD UTILITY DETAIL] CROSSC-11 SITE i CROSSC-12 SITE 1 L-1 SITE LANDSCAPE PLAN x ► DETAILS L-2 SITE IRRIGATION PLAN AND DETAI E1.1 ELECTRICAL SITE PLAN F Yk ItY }t. 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W, nl ANVY ra wake] anvraun.3 ,.r11W xxu w all-, ON zuaaYN �u e au& , eMrot"to, V`.Vm as "W—:+s . m tinevts A. s �s,'�. ],u 'X S3M�"UDW AN IIt V" Un ` al MR SM"Yi Vbt 1. "oll h — itT V 8 N 's'4^T mu 'B ]! h?gt1R01M III TMIY4 NMaU' XIOW of iAtl bt` 1V,; —,— Ell+}A3._n„4dYk :H(!th155AMn ON G 'NNdNp aSrvKkfiUP }'t']WfA fll"k1(UiY�AN 3aV SiKt,WlSi3WMitJ itt 'k N5Ob 17 3 M ISYR iY ,M.,bC.tlVX:i 41flRxF'SV b1 U3Y3il &"iJe6N#0 4 ]bk. ]#LL Ad C SAGG] A4 W W NGlx G 71 . pN[Y}SY IS iW WiltiAe tax:iii Sth"Hv3Y] 6vW wa'lde]sio d"1'"lw t FRi UM5+5n*J eA Xs.S?M]SY} j[v^/NYY. AYX-A-SINtid M] bUA35brvd 4i A9 Qll3Yk!&HY ]GN #3Fk lAni k 4+5 5{Sb'11 't wcr �'IVJS �11CdV�IYJ 1 Ct-- LEGEND GENERAL NOTES WATER & SEWER UTILITY NOTES:_-.. MATERIA�w SPECIF(GATiONS: [+ T, 1R-t OFNf A:g NOTEg AFFt'+^ TD ha. Ai,A, I% THO. SET OF DRAWINGS. .. 4. C.CY17T62ACTt'.R SPZL C417RR;#:RTE Va tii CITY irF r)a".�(iC[ kiT'�ylFiE: DEPRRt&ie ryY LWf,.:i RRY, "Fd '.. =.C'4 U a .,, •. fr "I 1 4 Y,TA h14(h'.ifUR 4O}t57Ri1CTI:5.. iS, THE .. _.._...._..._ l!ATERlat SCCCt-SA SITE 2. t W,L SE PiC Rc� t,h,.kB1UTf VE I CO.N' 4ACTDin(5) TO FITSURE THAT +`ALL RFU.. RCb PEI HviS xRt tTRTRNED & ARE IN I'SOD AT WATER Av[) SCWE,bF StSiFAIL RESPECTIVE iw.!. MAT'CR:AI: ARE) WtEI 4H k1'C"t'CCS+'<hR57"T'n""tTiElP" "^EC:YtCAYI U AN 1 fOOO#EVEt1TS. AS APE*LiCAe�aA AND W'kL BE SVB.3CC, ED N4FR PLCPDCrON AND ACTEPTA`tC!`.. 5 E $*U:EC C{k9tfORM Atln Tr:E r.ti, I 0 C£5, t.tER ,i;t Fd4Ck., b": Cr ":t,^fi. O.Fic.. r , J _ �.� S h _. . , - P'Y,.0 FK4 Li' THE.,'B fIr FRIrR TO T=+E CFFFIF N.{ 1IT Ctr CONStRUTINYN CON'RAPTOR CHAD Are;D(. RY AIL. CLCNC;rC 5 €OOD,,NFO IHELfIH, ` S. fpv RP"Tgfr S<{`h`.L r:b4RD'!t.Aii, Ats WATER trD .'>!"1YER SYSTEM TEST SCit l.,tkC� TO AY LSiA EhL'irC£k`$ R'7FKA",CC ADD F"fibbi?7£ i`t4c. .. tr PITON SIO E� �+. piS dY tt7r .a=L.N }. THE SPECIFYCAO3NS NOES A P,A).!F CALL A`TENF,3ti TO CONTAIN FiCaLL ". t K AT IF.r, Ta+. " iST � .OF, IET` R'� k ,. C t_ Fig F 0.. NOT ,lnr;}RF C£P NAORXINCA DAYS NOTICE OF WATTR AND SEri'ER TESTS, C<OJAAtCfCWS IP i14.F. 70 Pk`.> PL' AN,Ai ' ,!IrS -.. .. . L. E..l. Nf k`M1f..�ExR It;Y RCtVLT ik R_Ye.".T hi^' 'aiCtt• Tk^. ...«� ., r - , _ ... T'9 00VfR ALL, DETAILS ..e JF SAs.. � f �., t evxu"reN taQW'Et'FF, THE t;GN,RR.,,C1ii Stta.1$. [LtdtwSN Ih' t1tTl,A�i THE AT}Rd IN Ai GF.TA'#,,5 . „...�. «,. .y ... ,, A. ENO .F.T:OR OPTU1`t A+D AT COLTICM FO S FXv ENSE- ,.r-.c^a wt.F2i+E i*Y LC' N It, (tt'.A! Y FOR s;rE..kATt^yt. 3, ER t t EAR REsi':p CS TITS RGNT TO AIYMkULf,Y APPROVAL FOR ANY PORTION OF tat€,: WATER <'.« SSSEWEDc RE Nf}iiA WI'iA° PAA$ NOTBEEN 1r . CCITT `Oktt D'REC1I,',A4A+ANRG`tf A. ALL EUU:PMENI$ SHALL OF, to .1„6b. STORED INSTALLED, TETTKO t. PFEirA,Ep Eft STk^.t ACC,OSttaA,Ct Wj*tH THE ABPII'CARLE TEETTO (ORSEAVEn OY CNC,INEER) A14D REPORNI) US CaTY'Iow 4) fRNiECT SPECICIGATI'JN5: `.T4 'CHI DIRECTITNAL ARRON MA4U ACREER'S lkRiTTEN NSTRUTFiONS. t s'::TE CONTRACTOR SiMit CCUCROrliijE SIND 't'Egvy AJ_ VTOUy 5.41'i,CS WITH PIRL ARC I'EC1ljRAi YR ri 5S AND SUILb Nu COFCR.AGTQR, Tt7. IT iJ B: ALL WORK SlYTLL 6 ACCO"PLISIED TO Titf,' I GF+EST Ds,40-S- CHA€T`4F.AS,SNIF' ,TANP.'RMS AS APPROVED MY TrE €7•ELIFB.. 5 CONTRACTOR IHA..L VERIFY Sit£ ACF 11K, 0 I%STING VWN PRIOR YO OW0 R `„". ?aPP NO QATEOAtS ICIA �I. _,tt$. tEF' .i,.CT.D;iA. ARROO I,, AliASPIK SIH'LL 3s ACCOVIPii.rtO a, 5TRST tt O JTAN.f W,Ii AiL. AFR^.WAflFEU_N,A.. F >: & HOCAL : «tic f. CONTRAw7 RKA M'TA: t A SET Rfi_RD AM: S-1FHOOJiT ATST LEFT TIODY Sr , tOSEStkRG NEs S " U .FtbK1. AEkt tHA{.. ELC.IA7JN ON (ih.ATLtt OF WATER MANS, `BTNG,, 4NiWATER s;Rd,;S 4fA7ft FROM C£*tnRLlTr E .hRFSt rc iORA4R OR NEAREST MANyCLi, h Ff rl4AL {2RhiR€CUtATG.z Y Ai+Pn'4t Nt &rtROR,S (iI�C :"Ah°u ,.5 r.h' t/Nti+aStJWS ON ilnF 4?,RAA't;GS Sstaiv BE ClfttiU{:N4 T4T Pic, the U£FR°S ATtEN•114 %£E' iI ,;. ^. ,~f+E UtRder WkR+t S~lXtL TERV.AeA".F 5 PEET iNpfd pUisC bt.,5 UNLESS OT T.rA.x ;'vTh5EC5, ° ' _ T T U iT AND RI 4,T TVFPC D.REC:�IONDL ARNOW 01iUN'G R, CONTRACTOR SHALL NOT ACTDATt WRIER EETR`.:C UNTL THL ItrLi' HIS CISAgUl TI,C SYSTEM IOR IT% ASP THE CLEARANCE LE TO HAS TEEN .,J.(}'C'F,.F PAS'n!h, ;TAQ,ti.C�T. RACOT. T ixxC t L J ! RLr Ci.ti7e P OPERATION a Pa 6!L11't 1e ALL R CYtUFLDFI RTC TLED By THE 00060, 'U" OSCA=' AL KCLj OCC`RSHAL OEd4S, E PIE R'S T N, '1, +,L 4 _JLU E_t, it sw,A,.,E n_ TtE Cv^.t.RACitYrtS k_. e,,.ras'L tree' 0 PBES@t}' THE I"a4x.Rt;7 sir GLFA1k & IN O Tr �""�...".."._...` ..nE CHRT iNTDD ORDER AT THE VE OF A'?d#A! DER AT THE .,...�, FDLD.T. "TYPE. `F' CHRR RRF) SUTLER _-..- _ §. 4H CONTRA. FOR is i fl PLY WTt! ALL R'u C P UTATN'f A, SPEC sFi ATICINS ^F tr R, COT 'IF $iCores f UD�a££T,,N" S=S�NDARVIC GATE AYE BYY W1 WATER PF-TRS, � MANL)A_ AND Ot£. LAND DEVELCA,{E,T LODL: TOP Ede111PROVEMRS11 IN THE ABSENCE Ot A (`AInIcu'AFF P[O.fiREmrNF T4 TFR€AF,'Cq, IF SSV OXN 7ARY SERER LO :LIADA TAW (i CS 01t FROTECT*N OF L ERDRO OO T IO'DCS NARRATES THAT 'NC EXCAVATOR cFc,L COIMENCE CN.... _P._m�.:.,r _�,..R.. CArANP1,,`( FE14CE PERFORM ACif EXCA ATOP iF ANY Pt 4 IC' OR IRNAIL STRIFE AL CY Ar LFT OF NAY AEC1`CATED TO DE PLIGOIC OSE OR OPE UT,LITY EASEMENT WOO OUT C @ , O'STAtRn,. NFORUA"M 4 CONCERNIND Pia£ POSSO6f ki C.dTtdR7 OF CAB PtREON_S I14 INC ABTA OF THE I)ECORAINE 1"IS OR Aw Cwo Fw-E PROPOSES EXCPOVIV S THO tN LU'ES, AS OPERATION OTILPPh;. HAND fW_S CIA CORSO TOOLE W'tCH MO EE, OR id-MiTirS ANY STRUCTURE EARTH, R"v.K OR OTHE. 6A4$ CC€ MATEh AL Bt SJ Ff METRUG AS t OO fi, RACYFIJLIRv. D t�COLTI'^t, ORARY u+TCH hC.. -.Lr• Eh Rr... BARS, WIRE FihC E' CALas!C ETCRNO "u CABLE PL04v Tk+E EXfFV%ToR MOST RTFY THE GAS Will' A MNIVUV OF 48 eOLRS k A MAYMUM OF 5 -^-.�.+-�-....�..�._.. IiANDRAS WAYS PRO ,O EXCAVAT.4., {EA:ULCING SAI.R A13, SOMA,,;, 4 LESAL fmOUCLAYS"i ITE CONTRACTOR Sa41I COMPLY WITH FIORCtA tA4' (T,S S56) COti7h:T S:thS4 itE STAY{ JsdE C> 1 0, IogIIkA, INC (SJN9,L.NE Oil) AT. SII, e-».-=.�..._,...,.� c;;ftfiNiREiA lx'Nu WALL, AS NOTED, 11. aG+t1ILA TO-k PAil k0TT1'?` As, bJ'Pflt:Ptitn C Ui <t"Y Gf}AR"'}4N iR UE Eh PLSF➢ S"'tn.5't or WC'v'N ,y AV'C47S.iM.i E µI')9 YItCF'T CUiRi SI AC FACK SaTA"Ri"RI, RC a E?.Er IS ! LIC t7.T NOT LIVITED TO WAT €'i S.Mt.R, F)AYR TIttPLITOB GA. ft fA.LF TV COMPANES � PA.KI%, C"OIIJNF EYAgE}L. PER 12 SOX GaERtIG `Tfr, Al'wt TTI`O*s ALIV THAT AL5 M IS R PACE NIED "EREON tmETHLO AB.Ikt, ON OR BELOW THE SURFACE OF TT1£ ROW CROLRDl, 5S 10VLD BE 8ROUG #T TO -"IC mmEP,ATE AliNIION O: 'Olt tu,04UR k ONFLER R WMI NJ TO CLAIM FOR EXPENSE' PA RC>A b i:CdrT'ERI NE SYMBOLA-. .RCORREO BY THE.C1' TRa TOO F,A 10 FSPIN SITE COND1 TNt N.-L OFF At CYI,14 IT CONTRACTOR FALL TO PROVIDE TH; R£+SCL;RC�'7 ARItEn NOIWIZIATIDN .€ ..u4 CGRCT`T. N'E PLOT ECVfW By H,r ENI' LEER , OWNFR. F �^. p� yy tC A GRADING GRADING & DRAINAGE IF THE CONTRACTOR SHALL FUXTt i &N R W(H A CORWIL. FECO40 DRA1A p CeS F'REPSARLU BY A LICENSED TIBCF'Et0$ t SURVEYGk .. SHU'A Nb A„ C:Pl.:'FR41CiEti I'DwOr, Al S VERFC A_ P MKNEFFOIND of THE WORK Ptti, SUFA RTTA_ COPE OF THE RECORD DRRW°iRGi . i` Lt{tA' E3 F,D 0 T. TYPE NAGE LIL11 A9LL NOT BE RET[IR O THT FP RI DRRA,MC CIO A RfiF'Ft9pJCt(ii.E COPY PREPARED BY E a aOCE'R S4411 GE CORONAS, HAS, wF TH ONaTP.A TiR A CORRECT A 1AiFCT 6(A CW AW i t URCH4'4CY IS UiRRO ik GC a'.:HECKAtG � } J t} T 'r°Y'FE. 't}" t)RbCtiAr,[ ;rate[. _ NOTED 3Y C;r OR C. LIND. a1L CVtS.'ID I! ORMATl`FN A.L BE C 1 D N44,1 R NEW DATA ADDED. RCDIIIO A_ PC4 rRC6+iSiTS ARE NOTED IN PAYNit ORADSO,.. in0.7 SAE 'C" IIRFJfiw'iCE C3RA`tMAT`E� AAlE7. h CENTS hAirE° H_ CONTRACTOTI SHALL Ct1mrVi WTH SEF0D 3 AT 7H[ CITY Ot CAi0E.4 FNC#NEFRNO STANDA.RRS DR131N1_ i1t+E'1 E GY U f TYiFE `t" 1TIRFuNA",E IRCET 14 ALL POVATE A, +'UREIC PROPE,RTLB ArIECTiD By Tt S WORK 5HAIL BE 1 CST04 O T6 A CONDIFoR ENLA, 10 014 UTTER DiAN 'Tff£ . F OlO T PIPE nRh!";:ALF. 7Ta{.ET £Y✓aC€(7 UNLESS ': iG4`CAIAY EXEMPTED Wi lit_ ftA7wS fQ$T FOR SIiCH Ni.:TG}RA t04 §l EAS,{. R. lNC Ov*.T.4 itT f„TNETt wONSTRLUTT4 S NO PXTRA COVT 3CRT., ,» Wtl BE ALLCNEIF. ,? h.Ci.DI TYr E. S nNAltw?vF. EtvlE'K iFDOT TYPE Rrr r ILL GEOMETRYNOTES: ££r Fii.n7 PHOtFF4.hAO£ I"4T tiH£c iNS ARC F:Asx"#s nti A 5W41+EY P4E;PTIRSO FLOP THE nANEN RY ALD i, ISC. ,IND RATED OCTOBER U. 7014. - "war- f L4 V.T. 'TwP: P'° IFF," AOIL INLILI „x. F%" TO sri4E' , 2 TOP 4 F# r_AAC. er LTEA�C«14At4ii, sTalRai p2FdFkt,,E l,Ck,3fisht,: 1, CONIRA 10P SH&U STAKE ALL lA P QENT'S Vh A C E OMETF,S O0A PI 11C T} 9 t THE CONTRA.TOa S SDrLE ki F 4S C ITY' 4 ERTTO (ND SEDDON WTAA.E VERT�Lnt PRIOR FW TO 'HE NY ALLt liclY`',"rIA1'.f. W' CHECK ALL t*iP CONTRACTOR S 7q d L %OAil_Cl'.AT£ O T 21.C, ii lAP APPARENT I^tSTALL4TiCh. OF At3Y UAi'kC.wTMFStF., T 4 AO:rTfi»Ctt4 9t3nLt pAL*TIl1 THE L"T't hLER IT r,N'f J,K'<'Afifiti SltS; REPNfCIES ARE F3UFitT. Sit F4i ,I'tA`C5A!'L tiPk A hj C TIECAC CNa ARE TO THF. FALL Of CORK OR ECR« OF PAVEMENT UTOESS ONIKIZAYSE DOTED it Fl U ^ LG f E kLC.1tC!hAI ARROVF 5 CONTRACTOR <wiSkt YeR i"t 4E Aa Cr ACY or THE 34 i+O GEOVETRY 46&IF W11H THAT it. INK I-NAt. AR,',1IJECTCFk1 DkAk4O5' . � #'RDR TO STAKE-OT! 1i fa .RA... T{OTiFt RAPID &E OFNEEM fmYrrih.TELY OF ANY FTTCtF[b,JD ,. ES s-T uRPOACE' STRUC711R€ BuEPLE 'E`T� eRnH' E€.CVAfiItIN 1% MARKING. STRIPING & SIGNAGE NOTES: _.._ Ali"U'R045S FUSE COMPLY Wttf t F .OT)T ROADA'AY & NTA Pis DFSi3N STANDARDS, naAFNjk. ON U141O)RM TRAFFIC CONTROL GRAD GR Lt.F ATlON D DEVICE LATE I EDITION, A THE COY v OICE S ENGINEERING wTANDARDS MAN`IJA'. ADD LACO DE`FW)PVECT COSE, PA4FINC SPACES '-ry.u•„---�-LE [I- ER{iS'CYN CONTROL $iLi PENCEOFF BE I"DIk.T, RIOD VIrLD AAA,. OTHER MARKINSS bLEI OF T?fiRVOPLASTi,:: 'HANDICAP PA:R0Z SPA S S,.A L R PhETER t S:hEC) 8: STfi FEti .N A.COR'DA,CE WITH €LORRA STATUTE 1i6, *PC VANtTAL ON U"1 FDRM TKA F:"" C"xa F{JI. RITA ES A 0Mi£R LIC.PS F STAtD44R4 REFER Tt! FOOT . UTILITY n`t ROADNAY" tr TRAFFIC DES.CN STAM[AFDO tNQE% 17355 i'UFt I2+.Np,£,d.R SxMC ! AANDICAP SION St,AIL eE F O,C1T. S ..0 r1CATT)N VIP 25. ... KDA - NOOO E CHOPS PAYING,GRADING. &___C)RAINAGE NOTES: YA D IIB £ EIIFt:N A L SSFaN)LY i AFL i411 STRtICTIL' a& 4 txfl B£ h ACCORDANCE A1Sit Tts[ € TY' 6 tk""0 E £ rGlDtR fx STANDARDS MANVAi. AND ONSTROC KO1 5 A: IN--' 4AIE5T 6'URTT4 IF THE k i=EDUCED FRESSISE EC,F'LATOTR 104313 StPARNIVENT, Oy TRANSPORTATIONS OFANITARti SET, CATIONS €OR ROAM a'x BOCCE COxSIRUCIIA14, U't ClC STATED OTHER`AISE IN 11tT S"Tt F,CA74%5.OR ON TrE PLAUS. - 00 70 L ik 4CE 4 SUBSURFACE i T tnn Yf R IYTiR it ESE U 4'IARC3 'AAw` i7F:TF7d f E1 FOR DSE c E i;PLANS�4 FtT`t TN' (D4E5TI'; LIFTER F S UES AE4 PAS RNSIM at ACCURACYFIF fi rfi.a rJc,,.4AT+{SM :r tvGT eVAiEAI EE LA d iS hOT TO R:, CQWSTRkt£*J A6 PAST 0 Trta fltAitS P.tkvERtYTF2Cr CQhiYRUu16`d i3f"fkiF :RCUtCT. IRRIGATION METER J TOE LCCAAT'LNS o Ex STSC: 4NvOIS & STO m UYiA:f a CA, ON 1 PIANO HAS LEON t7t TERM ED FROM THE US!tt'# NATO VALAF. ItiKpRAVATU,N 6UNih3.E &Ah's' G.Ltt :i?R THE CO A+v,rl_RC. T,ig 60"JTA.TCR: EhG.tttfR ASSUME, SO REEF Jtt9i[#ILdTY -FOR INACCURACY,PROS 10 THE OUST OF A-R'Y i SFFFCt ON ALFIO Y, n SMALL BE THE CUN RAt Or2'S RS,`fPOOS!Dt1T't TQ XOFKr`, !fib 8s`O'A-C7C'f' �G4TE 1,i„VF? PRANGEVENTY. OR FIELD LOCATIONS W FOR AiY RELOOACONS O NO t'A ?'}OS FRET W UT7 T k4 WiFH ?ifi: L171CTTY Ant E25 iSHtikl SFSAtt,; 8k UpNk IN A TR Cct FAS t O t u M *aM li IA AG f C}b THE C £FU YtC t LF rt.OIR.E ANY SEARS OR !NCOL&C i k?ACE Cdl7SC0 THE CONTRACOOR OF 1LC RFLTX,'TC`(1N OF TEE VAd:US UIUTt.A SMALL BE NCf EINTA± TO FtE CONTRACT do DO E.eTRa caC LN USED 'WH BE ALLOWED;.. P t2E.t.FtrCER #,I N 6'F I '1 AR -AS HALL.SP €F CF A TO A T.t I 5 r O' F a S EtUSED (:7 'W 7 "V� U, AASLVENt RRuCitl.>i A ,A D Y DENSITY ETFRL -1 I EF% C 6tAYRil14t DRY DE Suit AS DE"£kiM(p h fi 4t5+iTC) t TSO vPEG jlTt t'xdc: ARAThiN AaE'h CJ3 T5 E '.r' f it TOP USED t,4 RE TO H`H 11 e5, PILL RENT, tIIXIN k Pt L a'R A FAR, to CO4 } ArE ON St{t4 BE r F ACCO4 ea G_ PITH THE 6.01ECH i r AL ENCINEEN S tU ,ti."k%hi:nSi, .S REFER 10. FARTIN . ._CTNN OE741S FOR Am1$R AL N.4afLaA[t'DN REIST-VENTS OF RA!'?M(Fn SUSlRADC. ALL LINBDRGROOLD, 01jTD1 W, L,.. i., 001,42 Y .OR C'T4:C`ROAT, CABLE R', h TF.f3'HFTiD Siikt- B, INSTA_LEO CR,04 TO F'AyFmEki tit ;P«',.a RPL HEED f0N5?fdUCT LR a.y 111), tr COfRAjT(Lq SHALE lVVEOW`,ELf T,OTc£Y THE SCOOTER OF A1}Y POuIREMS REATVR .0 RSOXOR TROV NfESE PLANS 1, hH SPECtf CA11ONS. . d, PIPE US IN 7 TR£ CIRORDECTNR NAl[ S ALL 444EC ITFAF RRiiR&,FDFOR WaD.isrF SPO LRA4 - . 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AUTHORITY TO EXEMPT ANY PRHVATF ENTITY OR ItSEJ FROM SHPE APPt{<-IMCIN OF SUCH STAFF LJOL iATTON AND NOTHING HEREIN SHALL RE CONSTROED AS SUCH AN 2, INS PROJECT CHAIL BE DEV LOPM IN ONE (1) PHASE: 3. CAC}H ?AiVV E OF tI^.F PROJECT CCTV.;. STAND ON ITS OWN° WN',, RESPECT TO FUBUC SERVICES (SEWER, WATER. SAi}RM,YAl ER k!GtpAGEAlE'RP", ACi'FSS AND CITIES RELATED 5Ei 4kCi5)_ 4, EXCEPT AS SPE"C FICAt4Y NOY ED ON INS PLAN, DEVELOPMENT Of III[ PROPERTY SHALL, BE CONSSTENT WITH'. THE REQUIREMENTS Or THE CITY or Oi'OEE. CONE 01 DR[CNAY1CCS (THE "C00E`), W'HiCH CODE INCLUDES CPAPI'ER HIS, THE CITY OF OCC£E. LANE) k>EVELOPMENT COTE (THE. 'LANE? TkEVrt OWDEOT COt):'},. 5. t 0 H *NG HERE N SHALL BE CONSTRUED 10 WANE. ANY rRoymm t r THE LAN? DEVI .OPL ENT CO^£ EXCKPI TO IHE EXTENT EYPRESSLY .SET FOAI<. CTJ A, WAVER .TABLE OR FTCPOCITLY SET" OUT QN, THE PLAN. 5. ANY CLATHIICE CAUSrb TO ANY PUBLIC STREETS A„, A RCSULI Of THE COEORRUC.TCY ACENOIES REcATED TO THE PROJECT SHALL BE PkOYPTtY REPAIRED BY THE OWNER TO RHF APFIICAFPF COVERNAtENTAL STANDARDS' AT Pit O'WNED'S SPI.E COST ART EXPENSE. 7, THERE SI ALL BE: NO ACCESS FOOD THE PROPERTY TO ANY PORTIC STREETS EXCEPT AT THE AVPRtYFPS LOCAP10LIS SITCOM ON THE APPR.W' FD FINAL SITE PLAN. B ALL EKISUNG STRUCTURES (tNCLUYN,^, BUILDINGS. POVIEiR LINES, EY15DOG AERIAL ADD UPLIty FACTN,ESI WALL 87REMOVED AND/OR TERV NATFO PRIOR TO OR OURINCA CONSTRUCTION Of' THE ITTOTELOPNIFN7 R t I ACING THOSP USES. 9. R..V'ELOPMENT OF THIS PROPERTY IS SUBJLCI TO FAT CERTAIN __ DEVELOPMENT AGREEMENT BATCH _ _.. AS RECOROFTT ;N OFFLCiAL RECORDS BOOK -- PAGE e._.�...,, P080C- RECORDS OF ORANGE COUNTY, FLORIDA. 161N:f`NTIONAL4.Y LIE,ETEED, iI PARKING SHALL BE PROVIDED .N ACCORDANCE MTN THE LAND DF €FTOPMENT CODE. 12 CACH FIRE HYDRANT ,S'Pi11A, DE PANTED OSHA YELLOW IN CGPOR AND A BLUE REFLECTIVE MARKER :BHA{. d.. RE Ar"FkED TO THE STREET IN THE CENTER OA' THE LANI CLOSEST 70 EACH HYDRANT, 133tPC OWNER SHALL BE RESPONVIRLE FOR IVSf4LUiN0 RELS.E LINES ALONG WJU, THE OTHER OJPDN aSIO`d WNFRASTRUCTUB.: AT SULH IME AS RELIEF WATER 14 AVAIthRt.F„ TO IFIF PRO°ERzY, THE OWNER SMALL BE RODF`0NPBj FOR 4ONNEGi'ON TO THE REUSE S ETEM LINES. LILINTERTIONAILY DE.€7EG, I"r 70 THE EXTENT THE SITE PLAN AND 1t'CSE C€3tdUi":C"75 Or A3`PROVAL EC TS LICT WITH THE LAND DE9ELOPMENT CODE, THE PROlS`:IFS OF HIE Slit PLAN AND THESE CONIY-NONS OF APPROVAL, SH.AU- CONTROL. T4LIFT STAT't6N5 SHALT 8E FENCES WITH BLACK, %1,R `. CHNN-LINK PENCE, WTIH POSTS ADO RRA'LS PA! TFD RIAC:K SECTION R, TREES t €XkSTING TREES EIIHT FEET (W) OR lARG£W (OTHER 4IAD CITRUS TREES OR "7RASIT' TREES) LOCATED ALONG PROPOSED LOCAN N S 0r BUFFER WPM, 0FA*d( 'SILL PIE PRESERVED IF AT ALL POSStGLLE; 2 TfHE EX,SHNG GRADES ON I',DIV VA1. L075 CONTAINING PROTECTED TREES WILL BE RtNNTAINED ASI ttC10H AS Tt475St8iE TO PRESfRVE. EX4STI1v,ARtJTiCTFC TREF'S, PCJR LOTS OR TRACTS Cf7h AEt A<C PROTECTED TREES, PIHETTP WILL BE NO ORALIINO OR OTHER CONSIRU,"UON OIL HIC SAME EXCEPT IF SPECIFIED IN THE APk"ROVCD FINAL SITE PLAN, UNTIL RLrLOING PFRMtT^a ARi ISSA)FD FOR THOSE VOTSj7AACTS 3. ALL LXISENTS PROTECTED TIIEES ON i%tLVDI AL LOTS AND TRACTS WHU 5E EV'ALUATF(I AT THE TIVE OFF SHE PEAR REVIEW FOR THAT €,CET OR TRACT, TO DiIER TTIE WHETHER OR ROT EACH TREE NEEDS :0 NE REMO'Vc'..0 d, ND CLEARNC PERWIS WILL 3E ISSUED POR SIDE TASRK OR ILULIANO, CONSYRUS'" N UNTIL THE TREES TO HE PRESERVER HAVE BEER CLEARLY IRARKED ISHII TREE PROIGi:MN BARRIERS,C, NO PERSON SIVILL UNDERT+AXE LAND CLEAWN0 OR ;IIE REPIOVAL OF PIC? PROTECTED TREES WITHOUT i'IRST OBTAINING A PIFFIL14 FROLT THE BVILDINO D£PARTMFNT, THE RENRY64 OF PROTECTED TREES SHALL BE ::MnWWZED T2 THE AVAIRIUM EXItNT POLSIBIS ANO NO AUTHORIZATION SfVO BE GRANTED TO REMOVE A PREP IF THE OWNER HAS FAILED 1t) TAKE DE:ASONABLE YEASURES TO PRESERVE., THE TREES ON. SITE:, 5 THE HNAL GIWEDI,PLAN MLI PRESERVE FXISTNG GRAD CR ES ON Irtpi'v [iUnL LEIS AND HA,GTS CONTAINING; PROTECTED TREES AS MUCH A' POSSRELC. 7 A.' L IAN DSCAPF AREAS WILL 0-1 IRRIGATED AND tAVF AU AUH)VAV7 SAID SFhSOR, SECTION C:', EAS kTENTC/UNLUES f AIL CROPS ACCLAS, UtgIFT ANi7 ITRAI„AC,F FASEMENTS 5HA',1 BE PROVYDID PRIOR TO OR AT NNE THE OF r NAI SITE PLAN 2, ALL LUILIIFP ,, TO BE PLACED WITHIN TrF TER FORT (10') FASEVENT ALC YG THE FRONT OF CAG•i LOT" VrIII RE PLACED AROUND ER51FNIC PROTECTED TREES TO BE PRLS.RVCD. 3. ALL UTILITIES INCLUMNO ELECTRICAL, CABLE, TV, :AND YitE:TOTNE AND INCLUDING ON -SITE EXISTRIa OdERHEA0 WIRES Nt+MLL ,R,. FLA!,ED UNDERGROUND, 4INTENCONASLY DELVER, C, FOAL EASEMENT DIAfEM1S`INS A LL BE SHOWN ON THE FINAT, STE PLAN AND WO, RE 1O7,r0 TD 61Eti CITE' RECIULREKENTS: 8 A PERPIFiUAt, NON,EXCt,US %A ACCESS EASET EN'f OVER ALL VvILROAL EiCADWAYS AND OTHER PAVED AREAS ES HERESY GRANTED 04 FAVOR Or THE CITY ,,AID EITHER APPLICABLE AUTHORITIES FOR LAW ENFORCEtFENr, FIRE AND OTHER EMERGENCY S[R4CES. '"TIE CITY DAY REOVIRE THAT THE OWNER ERECUIE ,Ah EASEVEDT IN FR (wfFC3n.Rt.E, FORTA WITH RESPECT TO THE FOREROIhG, 7, AN EV,ERGENCY ACCESS EASEMENT 70 SHE. RETENTION FYSIO AND OVER ALL ORAI4AGE"EASEMENTS ,H VD4 14FREON IS KIEFTR'F „RANTED TO THE" CITY FOR EMERGENCY MAI N'TFIDANCE PURPOSES, FTIE EMERSE.VCY ACCESS EASEMENT WILL NOT IMPOSE ILLY ORLIGATiO`7, BURDEN, RESF'CRIS$ILITY OF LiA3`LRY UPON T.IE CITY TO ENTER UPON THE PROPERTY IT DOFS NOT OWN OR TAKE ANY ACTION TO REPAIR OR t, 4INTAIN THE DRAINAGE SYSTEM CIN THE PROPERTY, SECTION D. INTENTIONALLY :CIELCTED, SPC`NSN E. LINF:TIONALLY GPLCTEE), SECTION F. STORMNATFR M.ANACEVEN'T SYS'EM SECTION G: Y1E12:LANDS1100 YEAR FLOOD PLAR4 ., ALL FLLSHED FLOOR ELEVATIONS WILL EXCEED THE 100-YEAR FLOOD PLAIN BY A 4I4I,1UM OF TWO FEET "(2').. 2 1HE OWNER SHALE COMPLY WITH Ali ROO)AEMFUTS OF HIT: CITY ADD OTHER 00VERNNI.HtA{, (Ni1t ES i, TH ,1URT:DI1.'TtORI TO PROTEST THE W£TLAODS; SEMI, PR€SE'RvED ADD TO PREVENT ANY 01I,RTUR14NM Sk LAO". OR OTHER CONSTRUCTION btLOTF Ft, NATLIR.L. ATI AND LINES. £`URTHER, THE ARF.AS BELGAI THE NATURAL WETLAN5 LINES SHALL. E?'E ;iNC.ED OFF (ANR Kill FENCES SHALL RE iNSTAC.LFb) TIURNI, CCNSTRUCitbN AC1hMER IVYECLATE;LY ADJACENT TO THE WPHANDS. IN .ORDER TO RINIAZE. DISTIORRAt,CLS @F THE WED ANDS VURIW! CONSTRUCTION. 3. WEILAND AND L%IS11NG SURFACE WATER 1VPACT FOR THIS PROPERTY IS REGULATED Bf SPHIFID ADD Hit FLORIDA O$PARTMEN1 Or ENMRONMEN`TAI, PRCTECTItII SENFri 1 01t 1NUkUC?tHJ T°ER4ttT`e ARE RENUIRF€I FROM TT-t£S£ AGENCIES PROD TO COMMENCEMENT OF EONSTRUC:TIm s Al THE FVE OF SUBMTTA, OF THE FIRST CRE PLAN REVIEW 1018 FPE PROPERTY, 1HF OWNER wfu,. li441 IHL JURISD.Ctt NAL WETLAND IINT NO Te SSE AND ESTABLISH A tWEN1Y-FNE FORT (25') UPLAND BUFFER FROM THAT LINE, DEPBNDANG UN THE RESULTS, THE CLY RAY ALSO RECTUiR- A CONSERVATION AND DRAINAGE "FASEIIENT OVER ANY tti ETtAND5 OR ADJOI`NE, CONSERVATION AREA,.. THE USABLE AREA OF OIL SIT£`. WILL M TTELTUCFL`T BY THIS ACREAGE- 40REOY'FR,_.ASL DEVELOPVCNT COMMA WILL . BE REDUCED PRCmORTIONATELY, EXCLUDING THE UPLAND HUFFIER AREA tRGAt ANY ZONING RELATED COMPUTATIONS $ (1E FAR,. NET rKTFLOPAI E. ARi A, FTC) PRIOR TC OR AT THE TIME OF kDMLOPMENT OF ANY PORTION 07 THE PROPERTY, IF A C.ONSMILAHON ADD MAINAG: EASEMENT IS R(TR'SIMN, THE TRADER SHALL: CONVEY TO T H4 CITY THE CONSERVANON AND DRAT OCE CASEMENT, TEi£ FORM OF WHICH SHALL BE APPROVED BY iF'E CITY PRIOR TO THE CONN.':YANCE, S£CTTO`{ II ON&RE TIFF STATION TO BE PRNATELY 06NEG. S ALL RETENTION SENSE WILL BE UN€LIXF0 WITH 1AAXIA+iltd S, T MDT` PICKS MIT THE POUR, .. 2, IPTEN7 RALLY OE'LETEtl, 3, ALL BUFJLNG SCTRACKS FROM ALL REIELIM)N AREAS SHALL, BE FIFTEEN FEET (150 FELT F`RUM ILIC TOP Or THE BANK, d JJFr TQUAIiY DRETED . 5 NOTWiTHSTANCrITS AN'Y PROVISION TU THE CONTRARY CONIAIL&O i4 THt4C', CONiJtIONS TO APPROVA%, THE 014`NL'R 514ALL RMAN rv[,SONSGLC TOR THE 0.AANTENANCE TIE THE SWABS, INCLUDING PILL RET£N11ON PONDC, b ALL CUSVON AREA IMPAUI.V+,'WTS INCLUDING ENTRY FMATURI.S, WAILS. LANDSCAPING AND SibIOLAoLKS ALONG AIL BRACE, AS WELL AS LANDSCAP74G A.RDIIND THE.REILIViON FOOD TRACTS .AO ANY i.1PT STATION TRACI !PVT'.L BE COVPL£TCD PAPOR TO: iESUAN?'E OF THE CERTIFICATE OF COMBUSTION FOR HDISIE CORRESPOND NO PHASES. 1, ALL INTERNAL PFES ARE PRVATELY BINNED to MAINTAINED, THE EIROPOSw PLES WILL BE HNP£, 'OT VA, ID FOR C O'STRIXTiON DRIVES 5` I%M m THIS IOTA i PER CITY OF OFF CrAaT DATER 2/at/201a r„n.. AA AA P M ._......._ INSPIRED LIVING PER SJRAIIRR DAIT §7114f201<, cA�_.._�AAw ASSISTED LIVING FACILITY/ MEMQI�ir{iARE 1 PRELIMINARY/ FINAL SiTE PLAN FLORIDAENGINEERING FE GROUP 5127 S. Orange Avenue, Suite 200 GrlAndo, FL32809 FhoniO407895,0324 — — 1060 TOMYN BOULEVARD Fax: AO7.895-O87.5 REVISIONS` BY ;CHECKED OCOEE,.FLORIDA EHgineeringthe Future DFSRIEDBY WiA','Fv,fegdnc,us JAA HA I JAA AF'T'PGd`EG 9Y C-TA JAW' :,,cee 5 21 ,i I�'rtw cr < a3A73HO A9 I SNUI`IA-113 atH•�,3;t.., Y 9 ,: VVf. kivf p( VH lJif( anIll I50j'm4',n amirrdag33upaaut3a3 tial801 33C)00 3d tt;lY?tY Yesra'.xnainOxiad:t;a (?3tt.r3+,a j AH tattvau nOOJ +'+,53+a _,_. ... ti C12�b1�31110� N1tWOl CI90�G +'l CUE i s{ 3 . `. » " GM0156£t•LtlP "'i t�i0VE8390100 pzs+35s9-Lt)tr:;auottd drim) NV Id MIS 1VN13 /A8VNIWIT18d ( Ga9ZEld'Opk1elio JNI l39118013 32�b0.1 40W3W I�l1l 1IO�fd JNIAI3 t�31SISSVas NVId A813N030 3115 valadld _ } - \If ... S iU l6tf ZC rt C u!'W4 ht a*d tl3 ail t '40 /(7,ti 5JOt O3'.Cti13 ,; fk7Z s1Ut5'anuenV adul0'S LZT9 n a• _.. 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Ct x ...«b i`. o-t]F' .i ': s' P INDEX 7 ,> BE U, [fCri I BY "+TERA T KEYED E3Y . � JOINTS L N,14TI..kU�141t7 / SLY ATO ,.1,DX: LA PA, tiG t«�,t.,." 5,414L. . r c t s� F Eti t , ..�7 ER F6�o x an..x �Z , 7c> �t €v. (i�;�.z�> � e ,,. , _ , , r,. ,, .. «. , a • ,.,• .0 1'"t LCIhG. E�1 .iv Ytr o I c.+' ti 5 + 9 r r. t :..: BE >tikil7.,.L1..t Fb LATERAL hEY_57 ...6f,JTG F. J"rhr,.,,. It hTiPrt i}.x5t"Y Pf3;r,. r(1�„c.l.r+R Tix mt%.r.G Sifr,f .,. :. . .� „.: NV:..LFV, s' 4i S 1NF GLGV, 119,0` 7 IYJ. cCEV. t3x".,+4 5Y TOP E4E'J, 1 4.3... � t,. J 7, ry ,•...^.. ..-t--.::i,. ...-- G... "t1W OUT AND 4hTCrx d.KI,.Tit.v CA.f..UE.NP t,RAzrE....Lr,t+'F,-AY EXISTlh4. PAl x.✓aEt.i AS M1EGDEtI. ,p r Yr - ,NW, ELEV. 1195C, U: TtiW Ei�CV.. t13.0;:` ti tON, FLEY. 1 ,161 5 I�ti'.' s'F4x.. 7v,.r. p, 4 A ECY A? .r„R W H KEYE FJONT Po-1 .>.TEEL RE FO OWG 1:G„ ,/ CU.{.;iNU JOINTSNT MUST NI G`4 Et TO PRC1'1t+JEfl S4rt,fiTf# +(i.ANSITt"'t, TYRlwA";... .. ra .` LOAD itiAriSF=R AITH KEYED .s3...t=S '.7Efl RCtNFt:,.RCI"tG ?;i`tr4E[.� ,,t«„7fhk,i•tf; +,?Gt Ani[)tN+r,t, Sf AN'3. � SITE CONSTRUGTIt�N KEYNOTES .»:-- - =Nv ELEV. r'1�5a c In: ELeV 119,iF, « flw:.v AJU -..-TF .,~•V-,.»-,-,.DENO.-u--JC A.WATI: Nv. ELEv.. .5J r _ ......, ,., t t.:i F`e R"✓5 t_tJ7 a#hNKe?dJS€GtJ TCa 9 3`dSTh}! f1 At Etw•E OF Vrila.AtiO t'3Ehl;.YINGGCs:NSiit'fAilfkN� A CCM515701n.,h t' C,C�itt.G. ,7(?X,18 b,iA'f f3L tt,4tiD ?uC,LCO Yii}+ tdnk. sS.25.ERCN Rh[Nt!$, C. i.. CCti aEGT TO Ex,ST1hG CURB. «, x STAPLE O tPRpiEVTE;I M1RftS TY Ch .: EL S EL C-8.1 PER SP,N p'fti,4. J *.....,....:,»., SD".n ;:}-ip 5-11 SU-12, k q <.. ,ry ,. ... ,}, ... ,-, P ^ .:..............._...:«...«....,,.,..A.. -....,...A_ rr�� y�- _, A?}, TO RE _.lAk3i f".N 1H£. C2, t"T1,0T, ,-YIr,'.. F CtRT5 5„ tx#TTER PER 04DIV r5,a, 3OD, Opi A.L.. .•,. ``•— M E^-- ,-,. °-FTER .,, ..{ LOCATION . JOINTS d.+✓Nt SE J� NTS ARE SET IN AGEOR: t,tR THDE. ri, _R "taa 5 L`TiOt# SEE FHEEr C -6.7 F49 6TIT R ^3 "Tt = ^ , ,». I..7� . ,, . r;F..•.`. 4t? el7aSC OF CRACKS CAUSED Hv OR1'kB ., I th'nit{;.E, SO T,^P"SA:AL C +.3IN A NTFO RGfOINTS ,tnFRdt C, SITE. DRAINAGE KEYNOTES .ITO s E � :.. ,., _ c .E c sEG CN. 4WTEa sTRuUruR. ,1,x.R chz ..., rtvy » ..;" ", t .. ,,. « , - , ,. �., fc. .._.- ..._.�__..-.�._._.. ._.....___,...-,W.._.__.__. P;Rfi .D T: INDEX 272 : DETAILS t T I, T „_.«, A,S ELNFO,58K 6R' ,d4T[ #N2, USED_. ty t3V CcEl KE'FFi DON A.GG"rtR ,L INTCT. R LATERAL .1C7.IWN AS 43. t.Ot. U.,..'J. F F. C?. '. I 7ES PER F a.4 t. INDEX :2f2 TYPE `... I.NEEd PER t 4,77,R, .td. _A :.eJ _ , , r z. ..,.� ......,;.. " . r , '.,- ,< , ._ ,r..... , IC ; �,. OV. 11.'7,00 I, 7... P ' + t.,x r. - C)C`a4R=taf.@ BLI.CnF AA'^ Ei.. uEED TO R;FtAC.c XE:ttD r Ttr. t:r4li.,,n,Y ,icta,l5 ,�ttT LATki.:1,. .:.:7t iS CO.. F (,s t7 T T'rPf" : r, D`Tt'.Ti BaiTC h ErrLEC PER INDEX Nu. .,32, TYPICAL, hW. EL._ 0 1'V,. FtEV, i t . h}ry PER, ELEV, 7 iND; K ..,.32 /y No. [LEM, 18.,v7+k Cc, b NfACv f:UK3, 7'+P`,;kl.. � "' ;� yr Tor Cl£W, 41"�'"pyj G., \ P CRP; b§CtLA.t. ef) f,n4`le.G LACES IF kT>r'Stpti'EC7 rTy YIrrIT *:i, NY 'HE EhU Ni?`:*". "1 w Fo,0T 7rF'E r°�f ,lorict, tsttt t'+M INLET FOR INDEX 'dc ;LV, CiUBOFIA SIRt7CIVRE,.. . ,hV. DLEV. STIPTTE A OL,',P OF Ct.«trIOI4 ,.ONT »fiML RE (RE-t`GURPr Of t{+C TWO SLPB r1 CKNE7:S (c2 1.5" FOR 6" SLAG).. C4A.. G RIRFLOR OHIRE, U3. F•: DA) 1. 4.1 h{ FLOW END SECTION PER i caCx No 2721. TYPICAL. f C48 3 rPANSR`t4RV Cttt}B, .. 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OKEYNOTES t , HANU S4[s � 12�a jtj 2 12' STABILi D SUQGRADE MIN. LER 100 COMPACTED TO 09% MANIQU6# DRY DENSITY� 129 1 tALLE (AASHTO T 180) 128 P ?5 1 T 1 NQ�iE TtiE. STA5+Lt2ED CIEFRGCh CY AGCES5ECitON WYt_L BE 16' YPt£Y 1 I p1 j WET bETENjtgNt PONES.. -.....--_... is 59 .....,..._.....,,.w.......i }j 29 1 . ' ..W... RERQ SCSJ ( ( WETLAND B'JFFER ai i i � STABILIZED EMERGENCY ACCESS SECTION „' r,9 I , 127 _ 1 0 8 t'DT Tp SCALE rD' 32 5` 5t0£WALK I 1 z cRAss srAsit.IzeD SECTD4tG _i 1 .. .. �.��.__.._.� ,,....... ._.... �_ur �.............. S 12t�. Soo 1° FLAT tom, D.lw z4 31 tr.5, 125 12440 124.44 Iw 1 - i 1 125 JAL rl 24 _Sp _ o€ ) 124 100 YEAR 24 lxiYUR 64W 123 , t 25 YEAR B$ NDUfi l7 f1 W EiE1 �* i23.4i} C v 123 iiSS as YEARI 24 NQ R r Nw EtEV. rz2.G EXIST 1 �. ..�° _. 12,. o MEav A NUAL P4Ax FLU ,,za,or s-/ I GRADE 1 S } �.� _ .,� ,.. � � "� � i S � 1e { ? uvnrwN naen exrsrrNG M.E.G. j ra m+vn anma N . GRACE 32 t6t /-1'.tit'r4 CONCRETE DOLLAR iNSEhVTItN AREAoD�� hROUNp we BLEEDER <i ro mts a #car eNx -- CONTROL WATER".. r 26.c1Q ' NO DUMPING; LAND CLEARING, I rm m ernw xA wa LIRE 120,00 u._., ? OR OTHER DISTURBANCE �" 120 � � �— . _.-. _., � _ <i`x2"*4° t=(i TO SOILS OR VEGETATION 3° ek.cnER z _ % co cRE PERMITTED BEYOND THIS POINT t d AVEMENT 119 AROUND CONCRETEPVC G OL 4'.4" PRESSURE ({ TREATER POST, 118 t.18.0{i^.• 8" CAA WON 1'0 OPENING 7 ( } EXISTING GRADE. *,° -BERM SHALL ETC CLRIIrfm COMPLETE 8Y PROJECT GFOTECHNICAL i t % ENGINEER, FERIA MATERIAL SHALL CON&ST OF CLEAN FINE SANDS TO . 1 3! SILTY FINE SANDS W/A MAXIMUM OF 15% FINES PASSING No, 20U U,S... 2'-0' MIN, CLEAR & GRUB TO RENRYE ALL $FANpARti S+E�iE" AND :it ALi. BE. COMPACTED it{ ptA%IMltMi F' LiF7S T6 ttt))) E;' E-�`,E }, /'� �j /'+. FryEMCCB"eOStENT TOP SQL. ORGANICS & ANi A MINIMUM OF 958 OF THE MOtYnt!) PH(ICTOR. MAXIMUM DRY DENSITY (+._..._. 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""I, .x4 OM1 e SiT7 hiL>Xrl'V i.C+ H'tf bflf ,il 4,i b !1 S3" dF Jbv+d IN WRI :{{ N '3NYfS1} N t tktx a} Y U 3•� kl 1 r11 W I,, .Y F,F;4E1 # AIV11 311 AR 14 W 4Ff, .P T9ad&IM-Y YA HIft Q `I 1 1S "M €di 11 A ,1A 1AVP1 IeI Sl IItt [J LYi'p 9k 9 Y 9 WWI ! iliii "NFr'3i 1I X 11Z 4'a] t54'MR �`i �`i",0114 €A! Tt , N1):' rf�,iaril,1' bArid SCOPE: Supply one complete H-20 GP Pre -Fab Lift Station, per design. Pumps shall be capable of pumping domestic & commercial sewage. Complete Systern shall be Supplied by. RII EY xa C onpurry Inc. SL,iJtct FL 32773 (Ph 407 65-9963) ) I l8",IICU it NS NO t JE NA1E The H-20 Load Rated Fiberglass Wetweh Must Be Manufactured By LF Manufacturing, Giddings, Texas, Which Includes A Written 20 Yr. Warranty. Certification of the webvail H 2O1oad ratite must oosuP@Nod with submittals H 20 caridicatron must ba signed end seated by an engmoar registered rtt the State otFlonda. ". After the H 2Oload rated wetweil has been installed, the ASTM Certification Numberwand SerialTrackth Nutibermust be visible PUMPS: (3) YR. WARRANTY \ Submersible pumps suet! oaiLYGT/Nadel C3045 HT3 ho pumps shalt be Installed in die H 20 LP FRP wetweti utilizing a duet slide roll system. rho pumps shall he capable of pumping materials normally found In domestic and commercial sewage. Stator winding shalt be open type with Class F insulation and shalt be heat - shrink fitted into the stator housing. rho use offems, bolts, or other fastening devices Is not acceptabie. A heat sensor thermostat shall be attached to the top end of the motor winding and shall be connected in series with the magnetic contactor coil In the control panel to stop motor it winding temperature exceeds 140 C., but shall automatically reset when the winding temperature returns to normal, Two heat sensor thermostats shall be used on three phase motors. The pump motor shaft shall be AISI 420 SS threaded to take the pump Impeller, Upper & lower mechanical seats shall be Tungsten Carbide vs Tungston Carhtpa. DUPLEX CONTROL PANEL; (3) YEAR WARRANTY To Insure complete unit and warranty responsibility the electrical control panel must be manufactured and built by fire pump supplier. The pump supplier must be a TUV (UL508A CERTIFIED) manufacturing facility, with a minuimum of$ years history in the manufacturing ofelectrical control panels. The Enclosure shall be NEAM 0, minimum 30" high x 30" wide x 10" deep fiberglass with 5 point latching system. The enclosure shall he" external mounting feet to allow for wall mounting. The following components shall be mounted through the enclosure: 1- ea. Red Alarm Beacon (Light) 4"x 4" Minimum Diameter 1- ea. Alarm Horn (minimum 95 DCB) I. ca. Generator Receptacle w/ weatherproof coverlSCM460 •UL f 686) I. ea, Alarm Silence Pushbutton The back panel shall be fabricated from ;12$, 5052.1132 marine alloy aluminum. All components shall be mountedby machinedstakdoss stool Screws. MGt \rtt lfi €pfl f'2N06 �C041 L MOCK ElGhtrti j IBIS 6E.Sn:i" The following components shall be mounted to back panek 2• aa, Motor Contactors I. ea. Volt Monitor (I Pb) Phase Monitor (.3 Ph) w12 N10 & 1 "NIC Contacts 1- oa, Control Transformer (480Volt Only) (loin. SOOVA) I. ea. Silence Relay Module 1- ea. Duplex Alternator wl Pump Selector Switch I. ea. Model RCS85AH Battery Back -Up wl Smart Charger For The High LovelAtamt System 20. ea. Terminals For Field Connections 0- as, Terminals For Motor Connections (Single Phase Only) 7- air Grounding Lugs f- ea. Seat Failure Relay rho Inner door shall be fabricated Itom .080, 5052-H32 merino ahoy aluminum. The inner doorshall have a continuous aluminum piano hinge, The following components shall be mounted through ilia inner door: 1- ea. Main Circuit Breaker 1- ca, Emergency Circuit Breaker I- oa. Mechanical Interlock For Emergency And Main Breakers (UL Listed) 2- 00, Short Circuit Protectors wl Auxiliary Contacts I. ea, Control Circuit Breaker 2. oa. Seal Failure Indicator Lights 1 ea, Hand-ON.AutoSelector Switches 2 ea. Pump Run Pilot tights I. ea. Power On Pilot Light 2. as, Elapso Trnre Meters (Non•Rosetablip I. ca, GFI Duplex Convenience Outlet PUMP DATA ELEVATIONS CONDIDON00 s _ _ GPM � TOP OF WETWELL I_PRIMARYPUMPCAPACITY 104 �22.8 2 3O`}"'� Iy x� PRIMARY TDH 'TDH INLET INVERTS } 11,579 PUMP MANUFACTURER FLHIGH LEVEL ALARM (HLA) ALARM (— 11519 PUMP'. MODEL # C3045HT3 end PUMP ON (LAG) 114.79 &PM 3400 1st PUMP ON (LEAD) 114,29 HORSEPOWER 1.8 PUMPS OFF (OFF) 110,46 IMPELLER DIAMETER 90mm BOTTOM OF WETWELL ELECTRICAUVOLTS /PHASE 220V13 j WETWELL DIAMETER 107.46 48"' PUMP DISCHARGE SIZE 4" 100-YR FLOOD ELEVATION 121.40 "FROM BROO#STONE STUDY I. Water service with hose blob and reduced pressure bockffow proventer to be installed near lift station. (See Electrical Riser Illustration) Z System shall be operated and maintained to provide uninterrupted service as required by DEP Chapter 62.604.500. 3. Approved Operation & Maintenance Manual(041,1) shall be kept available for operation and maintenance personnel 4. A weather resistant emergency contact sign shall be installed at the lift station and made visible to the public (Lettering shah be min. 2" In height. $. INSPECTION & TESTING., A factory representative shall be provided fare one (1) time start-up and shalt have complete knowledge of the proper operation and maintenance for the complete lift station package, * ELECTRICIAN NOTES! I. DRAWING NOT TO SCALE * 2. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES * 3. ELECTRICIAN SHALL SEAL OFF CONDUIT RUNS * 4. ELECTRICIAN TO INSTALL SWITCH DISCONNECT S LIGHTNING ARRESTOR * S. CONTRACTOR SHALL VERIFY POWER SOURCE PRIOR TO ORDERING EQUIPMENT * 6. NEUTRAL TO SESUPPLIEDFOR 2'26V3'PHASE OR 220VVrtSINGLE PHASE POWER.: SWITCH DISCONNECT (BY ELECTRICIAN) ELECTRIC METER OR PULL. GENERATOR RECEPTOR MODEL UL 1666 SCM460 GALVANIZED-- UNISTRUT 314" HOSE BIB 314"GALV. RISER SLEEVE REOUIREO TO WATER SUPPLY NOTE: GROUND ROD REDUCED PRESSURE IRPZ) BACKFLOW PREVENTER TO BE INSTALLED IN WATER SUPPLY LINE TO LIPT STATION "FESCO WATTS" (OAE) POWER FROM BUILDING 2" CAPS LIGHTNING ARRESTOR FIELD _j MOUNTED BY ELECTRICIAN 3-SEAL-OFFS 12") BY ELECTRICIAN z POWER CABLES (2" CONDUITS) FLOAT SWITCHES (2' CONDUIT) -2" RIGID ALUMINUM POSTS (� .-. CONCRETE AROUND POSTS _.. 12" DIA. x 24" DEEP TO SERVICE LOCATION (VERIFY wl POWER CO,) Ue y � • • `fir � � '.: N ALUMINUM COVER - wl(LOCKABLE) FIBERGLASS WETWELL FIBERGLASS VALVE BOX (LOCKABLE) ACCESS HATCH H•20 LOAD RATED J EMERGENCY PUMP -OUT - wl 20 YR. WARRANTY w/ BALL VALVE $.S, HINGES I! r 1 2.5" SS (0.100 PSI) PRESSURE GAUGE wl SHUT-OFF VALVE NOTE: PUMP CONTROL PANEL: SHALL BE LOCATED 3 FEET FROM WETWELL PERIMETER AT POINT "A" SEE ELECTRICAL l- RILEY & COMPANY RISER --.. 3" ACTIVATED ° CHARCOAL .v. FILTER VENT..-;, 3.A FIELD FIBERGLASS VALVE BOX INSTALLED KNOCKOUTS FOR ELECTRICAL P �,� 48 x48 x3S"DES CONDUITS- J COMPOSITE WATERTIGHT INLET SLEEVE WISS NUTS &BOLTS 8" (EiINLETT 9:.11c BASIN ANTI -FLOTATION FLANGE h L, CONCRETE BASE SLAB AS PER `-{2 SPECIFICATIONS Wl"REBAR 18" O.C. 2" x 6" INTEGRAL FRP 7' BOTTOM SUPPORTS R tTh LU h t v n TES 12/23/2014INSPIRED LIVING zLY 4,i31i'kn B'+ih w =2er l0i* .. HA t4 ® - - - ASSISTED LIVING FACILITY/ MEMORY CARE FLORIDA PRELIMINARY FINAL SITE PLAN ENGINEERING % GEROUP 1060 TOMYN BOULEVARD REVISIONS BY � eaE111ra OCOEE, FLORIDA Engineenngthe Future 5127 S. Orange Avenue, Suite 200 Orlando, FL 32809 Phone 1073gSO324 Fax: 407-895.0325 v,,WWJe&hiC.uS LIFTING LUGS -2" PVC DRAIN ("P-TRAP") 4" SCH.80 PVC IN � jilt LIFTSTATION * PRIVATELY OWNED AND MAINTAINED, w -4" F.M, -INTEGRAL RBERGLA55 SLOPE (4'") CAST-IRON FLANGED PLUG VALVE CAST-IRON FLANGED CHECK VALVE (L&W) SLIDE RAILS 2'_` SCHAO AIS1304SS PIPE 7.O CU. 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CLFAR &"(;ROB TO PEMOlt ALL— ENC-114LER, bFRH MATERIAL Slik-L (:GNSST OF CLLPJ f-,r;r SANDS 10 NJ" TOP SOIL ORGANICS It. ANY 1 �,F S: IT f INE W/A VES �A"Y'Nr N" 200 US. CELLILRIOUi MATERIAL, 5 BARD QND 5lvALL CT�D 1N 10AXII10H V 07� TO ATAN BL I:mlpm U ry :T I law MINNUY OF I OF 111E V:Nt:FIvr, PR3X.TQ,`J, V-lX4AlkI CN,' LN� kVF ASTV D 151SI, vx 1 7 1 12 up, IZ ON W4 10, 1919 BERM tANDSCAPE ID FIAT eRrA 1F T IVTI VETENTIDN PrNJ) 121 SOD 90L r 26. M—iG M125 124 0ISO I10,R .H.W. DL V 121.11 it YjAl BOUT? WIWI FLFV, 123L10 L. _,7�bIEAR/ 24 HOt,R D.H W, (I-V. 122.61 sOO- 00 MCAN M%Lk PEAK ELEIV= 12207 t21,00 sot) i COTIOL TIER 120 C S its t � � ,;� F/ 1.5 113 -5LCTION F—F, III Wit I'tW,fD IFH Cl' I," tW::FF -,-�VVtNfi (Wu) Fp, 2ol 4 INSPIRED LIVING ASSISTED LIVING FACILITY / MEMORY CARE 5127 S. Ofange Awnue, Stnte 200 'D RING Oilanda, FL 32809 SITE CROSS SECTIONS 2 AS SHOWN PRELIMINARY/ FINAL SITE PLAN FEGO F�LP-Rwl GROUP Phone, 40T-895,0324+:.OCTOBER 3. 2014 1060 TOMYN BOULEVARD rax: 407-895 0321, Ungu,eeiing TOO rultire T? F" DATE REVISIONS RY CHECIiEf) OCOEE, FLORIDA vww.fcgLnc.uS HA C-12 JIM 15 1 21 zl �� Iril FENCE 46 85' 24,88' SOD An CLEAR & OWU TO PCN(OVF All TOP SOIL. ORGANICS & ANY OLLITII MATERIAL. 1 DOM-* PF CERTIFIED COYPLLIL UY PROOEPT CPOTECHNICA' 1-1 I "11TTI �FE EAFltx SANDS To ' I,''EINFS PASSING N, 1"D 0"" STANDARD 55CV11,AND�SHALL BE COMPACTED IN YWIMUM I' UI IS TO A MINl'U" Of 95or "' "Ont" T ED PROCICH, MAXIMUM ORY CFt,Sff'r` VALIA. ASIY 0-1557, Yi'T quEtmqlrl POND - VARIES 32' B011013 - VARIC,",' 32' SOD tUm� SOD VARES 7 jl�)�ljljl 100 '-A 24 HOUR OJIM. L -y-LT'W'6 HOUR O.H.W. FLEV. y 2!T YU& Z4 HOUR CI ELEV. " 122!il MFAN ANNUAL PEAK EAU,_ _,J12.07 IT GRADE c C , I I I I, . 0 , L V AY I'D OVER, 12000 rl mcmuffidomf IM00 -6' SIDEM STABILIZED SOD FIRE AIXIFY5 tt l'ONC +'RET E H) 124,40--- 124.50 SOD Do- FXISTr;rT GRADE- 1 G, BERM WET OLIENITiN PONO t 41,42' 1 to, 32- 10,43: 99, 2 31 Sol) SOD -1:3 1 125 Z-\,"' 124 40 M 1 .40)) 124 SLI ILNCL 124 10 Y R IQUR O,HV,, ELEV. 123.11\ 2� YEAR/ An/ 24 �7 96 .OUR O.H.W LLIEV = 123.10 L 23 T7 25 YEAR/ 24 HOUR D-14 �i ELEV. = 122,61 son- 122 t2ZO7 �2f ?I MJNUAL HIM WV 1-1-- —1-11- — \ C 0 V""'N; GRAEF EXISTIN CONTROL WATILR-, GRADEGJ IM22NI i 21 I 2G , LINE 12D .0 170.00-v , *0 GERM SHALL (if CERTIFIED COI,IPLElt BY PROJECT OCOTECIAN10% LNGINEER DIFIRIA MATERIAL SHALL CONSIST OF CLEAR FINE SANDS TO 1 ig Al CtFAR & GRUB To REMOVIL ALL- SiLlY FINE SANDS IY/A WAX(NUM Or 15G TINIS PASSING No, 200 ITS. 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F LEVEL9 d ffflV a (f .._ EXTERIOR ELEVATION ....... ..... ..... .. _.... ...... .. 1 } , { p Y - 4 Y END j v u t x- } $ _ 79 2 EXTERIOR ELEVATION _... ... . _.. _ __ _... _ __. ..... _ ._ .._ .... .._._ _-. ........ 3 EXTERK+R ELEVATION . vel-J�� 4 EXIERIORELEVATION _. ..... ..... WEV GFSCftlPii'}N fdAik.... PERMIT SET ,A 19,14 9 fe . aT ,+e :rid£ • •rn .. /// / 1 � � ... 3 fE i:. i { $ f i ==7 .tomEm i:I:} I { fi4Y9 m WBRC r �._. Cx� ,r; ' x €t1 (t:' i .. '�,T• Ell. ,.. F am, -iTs e ,4 y • �, �#� � � r,' WIIVC?ERMERE WEST BUILDING ELEVATIONS 4 5 EXTERIOR ELEVATION ..^.v AE201 Mayor S. Scott Vandergrift City TVanager Robert Frank STAFF REPORT TO: The Planning and Zoning Commission FROM: J. Antonio Fabre, AICP, Principal Planne . DATE: February 3, 2015 SUBJECT: McCormick Reserve PUD Preliminary/Final Subdivision Plan Project # LS 2014-008 Conin-iissioners John. Grogan, District i Rosemary Wilsen, District 2 Rusty Johnson, District 3 Noel F. Feller, District 4 Should the Planning & Zoning Commission recommend approval of the Preliminary/Final Subdivision Plan for McCormick Reserve PUD? The subject property is located on the south side of McCormick Road, east of Ingram Road and west of N. Clarke Road. The subject site is approximately 45.09 acres in size of which 43.57 acres are uplands and 1.52 acres are designated as wetlands. The site is currently undeveloped with planted pine trees, a SFR with accessory buildings (programmed to be removed when the property develops), wetlands and 100-year floodplain areas. The parcels ID numbers are 33-21- 28-0000-00-013 (740 W. McCormick Road), 33-21-28-0000-00-040, and 33-21-28-0000-00-011 (980 W. McCormick Road). The table below references the future land uses, jurisdiction, existing land uses and zoning classifications of the surrounding parcels: DIRECTION: JPA FUTURE LAND USE / JURISDICTION EXISTING LAND USE / ZONING North Public Facility / Orange County Orange County Northwest Water Reclamation Facility / "A-1" East Low Density Residential / City of Ocoee SFR(s) (Kensington Manor Subdivision) / "R-lAA" South Low Density Residential / City of Ocoee Arden Park PUD (Arden Park North) / PUD West Low Density Residential / City of Ocoee I SFR(s) (Brynmar Subdivision) / "R-IAA" The Future Land Use designation for the subject site is "Low Density Residential" which allows up to 4 dwelling units per acre. To the east there is a "Conservation/Floodplains" future land use designation that is associated with the Trout Lake basin. On December 2, 2014, the City Commission reviewed and approved the Annexation, PUD Rezoning and Land Use Plan for McCormick Reserve. The Planning and Zoning Commission Meeting Date February 10, 2015 Page 2 of 2 The McCormick Reserve Preliminary/Final Subdivision Plan is a residential subdivision that proposes a total of 133 single-family residential lots with a resulting density of 2.95 units per acre. The residential streets (50' wide) are planned to be designated as public right-of-ways. The residential lots will be approximately (106) 50 feet by 120 feet and (27) 60 feet by 120 feet. The PUD has a minimum living area set at 1,500 square feet. The development is proposed to be constructed in two (2) phases. As shown on the plans, the subject subdivision will have two (2) access points. The main access will be on N. Clarke Road. This main entrance will be aligned with the existing Kensington Manor Subdivision access across the street. The second access is proposed through an internal street providing cross -access to the (Brynmar Subdivision) west. The Plan also shows a 6-foot high brick wall with landscaping will be installed along McCormick Road and Clarke Road. Landscaping, columns and aluminum railings are proposed along the open space portions of the site. It should be mentioned, that there is a wetland area (1.366 acres) that is programed to be impacted. This wetland area is of little or no environmental value. It is presumed that it was an old barrow pit which overtime has accumulated wetland characteristics. The subject area has transitional and exotic species and wetland understory vegetation and extremely weak hydric characteristics. Moreover, the proposed impact area is mostly intended for right-of-way and construction of the Clarke Road extension. The Applicant has proposed an onsite mitigation program which includes providing additional buffer area "Tract E" (2.6 acres) conveyed to the City. The Preliminary/Final Subdivision Plan is consistent with the approved McCormick Reserve PUD. Finally, 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. The Development Review Committee (DRC) met on February 3, 2015, and reviewed the Preliminary/Final Subdivision Plan for McCormick Reserve PUD. There were several technical issues to be addressed from the City's Planning Division, Engineering Department and City Attorney's Office that were identified in written staff comments and/or presented verbally. There was some discussion on reuse water, fire hydrants, solid waste pickup, utilities, project phasing, residential lot grading along Clarke Road and community meeting structures vs pavilions. In addition, the applicant felt confident in finalizing the irrigation plans, school concurrency and the FEMA LOMR before issuance of any permits. When the discussion was finished, the DRC voted to recommend approval of the Preliminary/Final Subdivision Plan, subject to the resolution of the 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 McCormick Reserve PUD, 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 McCormick Reserve PUD. McCormick Reserve Location ' ick Road 1111 I I� \ � ll 1 Z r rr�n�njr d J 1 flori Ca Development Services 1 inch = 750 feet 230115 0 230 460 690 Feet Printed: October 2014 QSubject Property Unincorporated Territory ®and Other Municipalties Low Density Residential Medium Density Residential High Density Residential Professional Offices and Services Commercial Light Industrial Heavy Industrial Conservation/Floodplains 7'4f Recreation and Open Space Public Facilities/Institutional Lakes and Water Bodies REC McCormick Reserve Future Land Use Map *� 4 TI 7111rL3R�Ff6$OT ( ) \,, 0, norm. Development Services 1 inch = 750 feet 260130 0 260 520 780 Feet Printed: October 2014 13Subject Property Unincorporated Territory ® and Other Municipalties Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) C: Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) Neighborhood Shopping (C-1) Community Commercial (C-2) General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) General Industrial (1-2) Commercial (PUD) P.M:.Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) Unclassified Lakes and Water Bodies McCormick Reserve Surrounding Zoning Map A-1 - LOCATION MAPSITETAX I.D. PARCEL NUMBERS:33-21-28-0000-00-011 980 W McCORMICK RD.33-21-28-0000-00-040 McCORMICK RD.33-21-28-0000-00-013 740 W McCORMICK RD.PROJECT ADDRESS: McCORMICK ROADCITY OF OCOEE, ORANGE COUNTYSECTION 33, TOWNSHIP 21 SOUTH, RANGE 28 EASTLEGAL DESCRIPTION:February 2, 2015AUGUST , 2014PRELIMINARY/FINAL SUBDIVISION PLANSforMcCORMICK RESERVEAPPLICANT:OCOEE II, LLCCONTACT: RICHARD C. WOHLFARTH,P.E.2300 MAITLAND CENTER PARKWAYSUITE 101MAITLAND, FLORIDA 32751407-660-2120 OFFICE407-350-9090 CELLRWOHLFARTH@IBIGROUP.COMPLANNER:IBI GROUP (FLORIDA), INC.CONTACT: RICHARD C. WOHLFARTH,P.E.2300 MAITLAND CENTER PARKWAYSUITE 101MAITLAND, FLORIDA 32751407-660-2120 OFFICE407-350-9090 CELLRWOHLFARTH@IBIGROUP.COMCIVIL ENGINEER:IBI GROUP (FLORIDA), INC.CONTACT: RICHARD C. WOHLFARTH,P.E.2300 MAITLAND CENTER PARKWAYSUITE 101MAITLAND, FLORIDA 32751407-660-2120 OFFICE407-350-9090 CELLRWOHLFARTH@IBIGROUP.COMSURVEYOR:IBI GROUP (FLORIDA), INC.CONTACT: WILSON WAY, PLS2200 PARK CENTRAL BLVD.POMPANO BEACH, FL 33064954-974-2200 OFFICE954-973-2686 FAXWILSON.WAY@IBIGROUP.COMOWNER:ROBERT F. GORMICAN ANDJOHN E. GORMICAN980 WEST MCCORMICK ROADAPOPKA, FLORIDA 32703CONTACT: GRETCHEN (BECKY) VOSEPHONE: 407 645-3735PROJECTMCCORMICK'S RESERVELEGAL DESCRIPTION AS FURNISHED:PARCEL 1:%(*,1$77+(1(&251(52)7+(6:ó2)7+(1:ó5816287+)((7:(67210 FEET, AND NORTH 420 FEET, EAST 210 FEET, IN SECTION 33, TOWNSHIP 21SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA.PARCEL 2:6:ó2)1:ó/(663,(&(,11(&251(5)((7($67$1':(67%<)((71257+$1'6287+$/62%(*,11,1*)((7(2)6:&251(52)6(ó2)1:ó581:)((71)((7()((77+(1&(6287+($67(5/<72BEGINNING. ALL IN SECTION 33, TOWNSHIP 21 SOUTH, RANGE 28 EAST, ORANGECOUNTY, FLORIDA. IBI GROUP (FLORIDA) INC.Section A.General1.The City of Ocoee, Florida (the ³City´ is subject to the terms, provisions and restrictions of Florida Statutes, Chapter 163, concerning moratoria on the issuance ofbuilding permits under certain circumstances. The City has no lawful authority to exempt any private entity or itself from the application of such state legislation andnothing herein shall be construed as such an exemption.2.This project shall be developed in TWO (2) phases.3.Each phase of the project will stand on its own with respect to public services (sewer, water, stormwater management, access and other related services).4.Except as specifically noted on this plan, development of the property shall be consistent with the requirements of the City of Ocoee Code of Ordinances (the ³Code´ZKLFK&RGHLQFOXGHV&KDSWHUWKH&LW\RI2FRHH/DQG'HYHORSPHQW&RGHWKH³Land Development Code´5.Nothing herein shall be construed to waive any provision of the Land Development Code except to the extent expressly set forth on a waiver table or explicitly set out onthe plan.6.Any damage caused to any public streets as a result of the construction activities related to the project shall be promptly repaired by the Owner to the applicablegovernmental standards at the Owner's sole cost and expense.7.There shall be no access from the property to any public streets except at the approved locations shown on the approved Final Subdivision Plan/Final Site Plan.8.All existing structures (including buildings, power lines, existing aerial and utility facilities) will be removed and/or terminated prior to or during construction of thedevelopment replacing those uses.9.Development of this property is subject to that certain Rezoning Ordinance for McCormick Reserve Development Agreement dated 01-20-2015, as recorded in OfficialRecords Doc# 20150031641 B: 10863 P: 6448, Public Records of Orange County, Florida.10.All legal instruments including, but not limited to (i) declarations of covenants, easements and restrictions for the property; (ii) articles of incorporation and bylaws of theproperty owners' association (the ³Association´ and (iii) warranty deeds, easements and bill of sale documents to the Association, the City, the County and/or the St.-RKQV5LYHU:DWHU0DQDJHPHQW'LVWULFW³SJRWMD´VKDOOEHSURYLGHGWRWKH&LW\IRUUHYLHZDQGDSSURYDOSULRUWRSODWWLQJDOORUDSRUWLRQRIWKHSURSHUW\11.Parking for individual lots shall be provided in accordance with the Land Development Code.12.Each fire hydrant shall be painted OSHA yellow in color and a blue reflective marker shall be affixed to the street in the center of the lane closest to each hydrant.13.The Owner will install reuse pipelines and provide service to all lots in accordance with the City Code.14.Pursuant to the Land Development Code, all subdivision signage must be consistent with the legally assigned name of the subdivision. Any subsequent change to thename of the subdivision must be approved by the City Commission of the City.15.To the extent the Land Use Plan and these Conditions of Approval conflict with the Land Development Code, the provisions of the land Use Plan and these Conditionsof Approval shall control.16. At the time of development, the Planned Unit Development, or any phase proposed for development, shall comply with all City regulations and ordinances in effect atthe time of Final Subdivision Plan approval.17.Final Development Orders or Permits may be issued only upon finding by the City that the infrastructure addressed under the Concurrency Management System shallbe available concurrent with the impacts of the development.18.To the extent any lift stations are required on the property they will be conveyed to Orange County at the time of platting.Section B.Trees1.Existing trees eight feet (8') or larger (other than citrus trees or ³WUDVK´ trees) located along proposed locations of buffer walls or road right-of-way lines will be preservedif at all possible; the buffer walls and roads will be designed around those trees to incorporate them into required landscape buffers and as street trees.2.The existing grades on individual lots containing protected trees will be maintained as much as possible to preserve existing protected trees. For lots or tracts containingprotected trees, there will be no grading or other construction on the same except as specified in the approved Final Subdivision Plan/Final Site Plan, until buildingpermits are issued for those lots/tracts.3.Removal of existing protected trees will be limited to clearing road right-of-way and retention areas as detailed in the Final Subdivision Plan/Final Site Plan. All existingprotected trees on individual lots and tracts will be evaluated at the time of site plan review for that lot or tract, to determine whether or not each tree needs to beremoved.4.In order to ensure that as many existing trees as possible will be preserved, all road rights-of-way and retention areas will be flagged for review by the City prior to anytree removal. No clearing permits will be issued for site work or building construction until the trees to be preserved have been clearly marked with tree protectionbarriers.5.No person shall undertake land clearing or the removal of any protected trees without first obtaining a permit from the Building Department. The removal of protectedtrees shall be minimized to the maximum extent possible and no authorization shall be granted to remove a tree if the Owner has failed to take reasonable measures topreserve the trees on site.6.The final grading plan will preserve existing grades on individual lots and tracts containing protected trees as much as possible.7.All landscape areas will be irrigated and have an automatic rain sensor.Section C.Easements/Utilities1.All cross access, utility and drainage easements shall be provided prior to or at the time of platting.2.All utilities to be placed within the ten foot (10') easement along the front of each lot will be placed around existing protected trees to be preserved.3.All utilities including electrical, cable, TV, and telephone and including on-site existing overhead wires shall be placed underground.4.Unless otherwise noted, a five foot (5') utility and drainage easement will be platted along all side lot lines and ten foot (10') utility, drainage and sidewalk easementadjacent to the street right-of-ways. Sidewalks will only be placed in this easement if necessary to run them around existing protected trees to be preserved.5.All drainage, utility and maintenance easements shall be for the benefit of the public and maintained by the property owner.6.Drainage easements between lots and tracts are shown for location only. Final easement dimensions will be shown on the Final Subdivision Plan/Final Site Plan andwill be sized to meet City requirements.7.A perpetual, non-exclusive access easement over all internal roadways and other paved areas is hereby granted in favor of the City and other applicable authorities forlaw enforcement, fire and other emergency services. The City may require that the owner execute an easement in recordable form with respect to the foregoing.8.An emergency access easement to the retention ponds and over all drainage easements shown hereon is hereby granted to the City for emergency maintenancepurposes. The emergency access easement will not impose any obligation, burden, responsibility of liability upon the City to enter upon the property it does not own ortake any action to repair or maintain the drainage system on the property.Section D.Association1.The Association shall own and maintain all common areas.2.All declaration of covenants and restrictions affecting the property shall include the following provisions:i.Provision allowing the City to levy, collect, and enforce assessments for maintenance of common areas if the Association fails to do so or fails to maintainassessments at a level allowing for adequate maintenance.ii.Provision granting the City the right, but not the obligation, to maintain all common areas should the Association fail to do so after notice from the City. To the extentthat the City undertakes such action, the City shall be entitled to reimbursement from the Association and shall be entitled to require the Association to levyassessments for the purposes of paying such reimbursement.iii.Provisions granting the City the right, but not the obligation, to maintain/repair the stormwater management system for the property (the ³SWMS´ and obtainreimbursement from the Association, or from the Owner if (a) turnover of control of the members has not occurred; or (b) if the Owner is still responsible formaintenance of the SWMS.iv.Provision providing that the SWMS will be transferred to a responsible operation/maintenance entity acceptable to the City in the event of dissolution and that ifdissolution occurs without such approval then the City may continue to levy and collect assessments and impose liens with respect thereto notwithstanding thedissolution of the Association.v.Provision that the Association shall at all times be in good standing with the Florida Secretary of State.vi.Provision that at the time of turnover of control of the Association to the members, the declarant shall deliver to the new board of directors the maintenance plan forthe SWMS accompanied by an engineer's certification that the SWMS is functioning in accordance with all approved plans and permits. To the extent that any suchengineer's report indicates any corrective action is required, that declarant shall be required to diligently undertake such corrective action at the declarant's expenseand to post a cash bond with the Association for the estimated costs of such corrective action.vii.Provision that no property owned by the City or any other governmental entity shall be subject to assessments levied by the Association.viii.Provision that any amendment to any provision affecting the City or SWMS requires the consent of the City in an instrument recorded with the amendment.3.All tracts that are to be owned and maintained by the Association shall be conveyed to the Association by warranty deed at the time of platting. A special warranty deedis permissible if accompanied by a title insurance policy to the Association.Section E.Streets1.Final street naming will be coordinated through the City Building Department at the time of final plat submittal.2.All 50' rights-of-way within the project will be dedicated to the public at the time of platting unless otherwise noted.3.Street lights, security lights and lighting, within the 50' rights-of-way, for common areas meeting current Land Development Code requirements shall beinstalled by the Owner prior to Certificate of Completion at the Owner's expense. The City will be responsible for all operating costs and any futurereplacement costs relating to such lighting. If upgraded lights are installed, the Owner and Association will be required to complete and execute a Cityof Ocoee Owners and Homeowners Association Agreement for Upgraded Street Lights with the Owner and the Association being responsible foroperating costs for the difference between standard street lights and upgraded street lights.4.Intentionally deleted.5.The Owner shall construct appropriate curbs cuts to enable construction of ramps at all rights-of-way intersections (and other areas as reasonably required) inorder to accommodate access to sidewalks and streets for persons who are in wheelchairs and other persons who are physically challenged. Sidewalksabutting each platted lot or tract shall be constructed at the time of development of the lot or tract. When sidewalks are constructed on corner lots at certainlocations, the sidewalks will be extended to the curb and the appropriate ramps will then be constructed. Sidewalks adjacent to common areas shall beconstructed at the time of permanent construction of adjacent common areas.Section F.Stormwater Management System1.See sheets, C-07 C-25 for stormwater pond details.2.Stormwater facilities will be designed with no greater than 5:1 side slopes to 2 feet below the NWL so as not to require fencing or shall be designed withdecorative structured walls and railings.3.The stormwater facility shall be designed to the pre/post volumetric difference for the 100 yr/24 hr storm.4.The development of this project will incorporate the stormwater needs of all public roads within the project.5.Dry retention shall be designed with a 5:1 side slope adjacent to residential units and no greater than 3:1 adjacent to roads, open spaces, etc.6.Fences shall be required where slopes exceed 4:1.7.All building setbacks from all retention areas shall be fifteen feet (15') feet from the top of the bank.8.Unless otherwise specifically provided for, the SWMS, including all pipes, inlets, manholes, structures and retention ponds, will be owned, operated andmaintained by the Association.9.Notwithstanding the conveyance of the retention ponds to the Association or any provision to the contrary contained in these Conditions of Approval, the Ownershall remain responsible for the maintenance of the SWMS, including all retention ponds, until such time as:i.the entire SWMS for the project is constructed and the appropriate Certificate of Completion is issued by both the City and the SJRWMD;ii.the retention ponds intended to be conveyed to the Association have in fact been conveyed to the Association;iii.the Association is designated as the maintenance entity on the records of the SJRWMD and all transfer records required by the SJRWMD have beenexecuted and accepted by SJRWMD;iv.the City has been provided with a copy of the Owner's proposed maintenance plan with respect to the SWMS; andv.the City has been provided with a written statement from the Association acknowledging receipt of the Owner's proposed maintenance plan with respect tothe SWMS and that the Association is responsible for the maintenance of the SWMS.10. All common area improvements including entry features, walls, landscaping and sidewalks along all roads, as well as landscaping around the retention pond tracts and any lift station tract shall be completed prior to issuance of the Certificate of Completion for those corresponding phases.Section G.Wetlands/100 Year Flood Plain1.All finished floor elevations will exceed the 100-year flood plain by a minimum of two feet (2'). The 100' flood level shall be the higher of the established FEMA elevation of 75.3 for Trout Lake or the calculated 100 year flood level determined by the SWMS calculations.2.The Owner shall comply with all requirements of the City and other governmental entities with jurisdiction to protect the wetlands being preserved and to prevent any disturbance, siltation, or other construction below the natural wetland lines. Further, the areas below the natural wetland lines shall be fenced off (and silt fences shall be installed) during construction activities immediately adjacent to the wetlands, in order to minimize disturbances of the wetlands during construction.3.Wetland and existing surface water impact for this property is regulated by SJRWMD and the Florida Department of Environmental Protection. General or individual permits are required from these agencies prior to commencement of construction.4.At the time of submittal of the first Preliminary Subdivision Plan or Site Plan review for the property, the Owner will map the jurisdictional wetland line on the site and establish a twenty-five foot (25') upland buffer from that line. Depending on the results, the City may also require a Conservation and Drainage Easement over any wetlands or adjoining conservation area. Prior to or at the time of development of any portion of the property, if a Conservation and to the conveyance. This easement shall be dedicated to SJRWMD and the City of Ocoee.Section H.Intentionally deleted.Section I.Single-Family Residential Projects6.Each residential lot shall have the minimum of three (3) trees per lot of which one (1) will be designated as a street tree and placed on the front yard. The treesVKDOOEHDPLQLPXPVL]HRIWHQIHHW LQKHLJKWDQGWZRLQFKHV´LQGLDPHWHUDWEUHDVWKHLJKW'%+7.All underground utilities shall comply with Section 6-8(C) of the Land Development Code, which requires pedestal-mounted utility boxes to be placed back ofthe street, no more than five feet (5') forward of the front building setback line, on all residential lots which are less than seventy feet (70') feet in width wherethe lot abuts the street right-of-way line.Section J.Intentionally deleted.Section K.Wekiva Study Area1.For development or redevelopment of property located outside the Ocoee Community Redevelopment Area (CRA) but within the Wekiva Study Area ³WSA´Boundary, and with the exception of a single-family home on an existing lot, those portions of properties that contain at least one (1) of the three (3) followingresources: (i) most effective recharge areas, (ii) karst features, or (iii) sensitive natural habitats including Long Leaf Pine, Sand Hill, Xeric Oak Scrub, or SandPine Scrub vegetative communities, are be subject to a minimum thirty-five percent (35%) Wekiva Open Space requirement.2.Open Space required to be preserved within the WSA boundary is defined as: any portion of a parcel or area of land that remains undeveloped, or minimallydeveloped, such as trails and boardwalks as part of a natural resource preserve or recreation area, stormwater retention areas that follow Best ManagementPractices (BMPs), upland buffer retention swales (per policy 7.7.3), naturally vegetated areas, and tracts for pedestrian FRQQHFWLRQV Such designated openspace excludes waterbodies, lots, street rights of way, parking lots, impervious surfaces and active recreation areas including golf FRXUVHV All Wekiva OpenSpace Areas shall be restricted to prohibit use of fertilizer and chemical applications, but may permit mechanical methods for routine maintenance. Rule-)$&>:HNLYD3DUNZD\DQG3URWHFWLRQ$FW:33$&K)6@3.Naturally vegetated swales are required to be placed within the upland buffers surrounding lakes or ZHWODQGV The purpose of these swales is to improve thewater quality of the stormwater runoff and ensure that the swale fills and exfiltrates into the soil so that there is no sheet flow into the lake or ZHWODQG Thismethod of water quality improvement shall mimic the absorption and pollutant removal abilities of a natural low spot in the topography and must follow acceptedBest Management Practices %03V Stormwater runoff from developed lands adjoining wetlands, lakes and/or floodplain areas shall be diverted towardsVZDOHVKROGWKHUXQRIIDQGWKHQDOORZLWWRVORZO\UHOHDVHLQWRWKHVRLOFROXPQ>:HNLYD3DUNZD\DQG3URWHFWLRQ$FW:33$&K)6@CONDITIONS OF APPROVAL for McCORMICK RESERVE PUD: AS APPROVED BY THE CITY COMMISSION ON DECEMBER 2, 2014. UNDER AGENDA SECTION H, ITEM 152/2/15 IBI GROUP (FLORIDA) INC.2/2/157.THE CONTRACTOR SHALL CALL "SUNSHINE ONE CALL" AT 1-800-432-4770 TWO (2) WORKING DAYS BEFORE EXCAVATING IN THECONSTRUCTION AREA. WETLANDIBI GROUP (FLORIDA) INC.12095C0210FDATED: SEPTEMBER 25, 2009USDA-NRCS SOILS, ORANGE COUNTY, FLORIDASOIL SYMBOLNAME4CANDLER FINE SAND, 0% - 5% SLOPES6CANDLER FINE SAND, 5% - 12% SLOPES40SAMSULA MUCK46TAVARES FINE SANDS, 0% - 5% SLOPES47TAVARES-MILLHOPPER FINE SANDS, 0% - 5% SLOPESWETLAND JURISDICTIONAL LINEWETLAND 25' BUFFER100 YEAR FLOOD ELEVATION LINE100 YEAR FLOOD ELEVATION 25' BUFFER100 YEAR FLOOD FEMA LINESOILS BOUNDARYGROSS AREA = 45.09 ACLESS A/D SOILS = 4.24 AC= 40.85 ACREQUIRED MINIMUMRECHARGE AREA: 35% = 14.30 ACOPEN SPACE - COMMON = 11.81 ACOPEN SPACE - RETENTION= 3.90 AC= 15.71 AC= 38.46 %NOTES:1.THE IMPACTED WETLAND IS OF LITTLE OR NO ENVIRONMENTAL VALUE.THE AREAS HAVE TRANSITIONAL AND EXOTIC SPECIES AND WETLANDUNDERSTORY VEGETATION AND EXTREMELY WEAK HYDRICCHARACTERISTICS. BASED ON THE ENVIRONMENTAL ASSESSMENTPREPARED BY BIO-TECH CONSULTING, INC. DATED AUGUST 2014. THEFOLLOWING ASSESSMENT WAS DERIVED:EXISTING WETLAND:WETLAND: 1.62 ACRESWETLAND PRIMARY IMPACTS:PROPOSED DEVELOPMENT0.844 ACRESPROPOSED RIGHTS OF WAY0.170 ACRESCLARKE RD R/W 0.606 ACRESTOTAL PRIMARY IMPACTS:1.620 ACRESTOTAL SECONDARY IMPACTS:0.150 ACRES2/2/15 STREET ASTREET BSTREET ESTREET CSTREET DSTREET E162.0161.0160.7160.0159.0158.7158.5157.5157.0FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMBBQPICNICTABLEMINIMUM 660 SF PAVILLIONFOR COMMUNITY MEETINGBENCHESBBQPICNICTABLEPLAYGROUNDIBI GROUP (FLORIDA) INC.SITE DATA:ACREAGE GROSS: 45.09 ACRESLOTS: 21.46 ACRESCOMMON AREA (RETENTION)3.90 ACRESR/W PUBLIC6.54 ACRESCOMMON / OPEN SPACE11.81 ACRESCLARKE ROAD R/W1.37 ACRESNUMBER OF UNITS: 133EXISTING SITE CONDITIONSVACANT PROPERTY CONSISTING OF APPROXIMATELY 43.21 ACRES AND 1.88ACRES OCCUPIED RESIDENTIALEXISTING ZONINGPUDEXISTING ZONING (NORTH)ORANGE COUNTY A-1EXISTING ZONING (EAST)R-1AAEXISTING ZONING (SOUTH)PUDEXISTING ZONING (WEST)R1-AATHE PROPERTY IS COMPRISED OF THREE (3) PARCELS.THE INFORMATION IS BASED ON THE DATA AVAILABLE FROM THE PROPERTYAPPRAISER. THE PARCELS ARE DESCRIBED AS:PARCEL ID ADDRESSACRES33-21-28-0000-00-011 980 W McCORMICK RD.3.17 ACRES33-21-28-0000-00-040 McCORMICK RD.40.04 ACRES33-21-28-0000-00-013 740 W McCORMICK RD. 1.88 ACRES50' x 120' LOTS106 UNITSFRONT SETBACK 20'SIDE SETBACK 5'CORNER10'REAR SETBACK20'60' x 120' LOTS27 UNITSFRONT SETBACK 20'SIDE SETBACK 5'CORNER 10'REAR SETBACK 20'FEMA F.I.R.M. PANEL 210 of 75012095C0210FSEPTEMBER 25, 2009ZONE XESTABLISHED FIRM ELEVATION 75.3BUILDING HEIGHT: SHALL NOT EXCEED 30 FEET (2 STORIES)IMPERVIOUS SURFACE RATIO: MAXIMUM 70% OF THE PROPOSED LOT AREAS.OPEN SPACE: MINIMUM OF 25% OF GROSS AREAMINIMUM RECHARGE AREA = 35 % / PROVIDED 38.46%.DENSITY: MAXIMUM 4 DWELLING UNITS PER ACRE.MAXIMUM BUILDING COVERAGE: 30% OF GROSS AREAMAXIMUM BUILDING COVERAGE FOR:50 FT LOTS = 55%60 FT LOTS = 60%MINIMUM LIVING AREA: 1,500 SFBUILDING SEPARATION: MINIMUM 10 FEETFUTURE LAND USE: LOW DENSITY RESIDENTIALPROPOSED USE: (106) - 50' x 120' SINGLE FAMILY UNITS (27) - 60' X 120' SINGLE FAMILY UNITSGROSS DENSITY: (BASED ON TOTAL PROPERTY)133/45.09 = 2.95NET ACREAGE45.09 ACNET DENSITY: (BASED ON BUILDABLE AREA)133/45.09 = 2.95POPULATION: 133 x 2.77 = 3682/2/15 STREET ASTREET BSTREET ESTREET CSTREET DSTREET E162.0161.0160.7160.0159.0158.7158.5157.5157.0BBQPICNICTABLEMINIMUM 660 SF PAVILLIONFOR COMMUNITY MEETINGBENCHESBBQPICNICTABLEPLAYGROUNDIBI GROUP (FLORIDA) INC.2/2/15 STREET ASTREET BSTREET ESTREET CSTREET DSTREET E162.0161.0160.7160.0159.0158.7158.5157.5157.0BBQPICNICTABLEMINIMUM 660 SF PAVILLIONFOR COMMUNITY MEETINGBENCHESBBQPICNICTABLEPLAYGROUNDIBI GROUP (FLORIDA) INC.2/2/15 STREET ASTREET BSTREET ESTREET CSTREET DSTREET E162.0161.0160.7160.0159.0158.7158.5157.5157.0BBQPICNICTABLEMINIMUM 660 SF PAVILLIONFOR COMMUNITY MEETINGBENCHESBBQPICNICTABLEPLAYGROUNDIBI GROUP (FLORIDA) INC.2/2/15 162.0161.0160.7160.0159.0158.7158.5157.5157.0FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM162.0161.0160.7160.0159.0158.7158.5157.5157.0113.9115.35127.00133.30133.95133.90133.25130.60126.35139.75140.30140.85141.35141.85142.35144.75144.90145.40146.20146.05146.85147.30147.45148.00149.20149.45150.90150.90151.65151.65155.30154.45153.65152.70150.65149.30147.65145.85144.00142.20139.65138.50136.00134.85132.40131.25128.75127.00125.35124.05140.30141.45137.10138.20139.35141.00143.00142.40142.40143.10143.10143.10143.00142.90142.90142.60142.55142.20142.30142.00141.90141.60141.70141.40141.30141.00140.80141.10140.50140.25139.95122.70123.95125.05125.90124.45125.40126.40127.40126.90129.25129.15128.25129.95130.70130.70131.60131.60132.05132.05132.05132.05130.65130.65131.65131.65IBI GROUP (FLORIDA) INC.12095C0210FDATED: SEPTEMBER 25, 20092/2/15NOTE:THE ENTIRE POND BOTTOM AREA (ELEVATION 93 FEET NGVD 88) IS BEOVER-EXCAVATED BY ABOUT 6 FEET OR A MINIMUM ELEVATION OFϴϳ&dE'sϴϴEd,^K/>^ZW>t/d,>E&/E^E͘THE ENCOUNTERED STRATUM 2 SOILS ARE SUITABLE FOR BACKFILL IN THEWZKWK^WKEZ͘Ez/DWKZd&/>>^,Kh>KE^/^dK&>EFINE SAND WITH A MINIMUM SATURATED VERTICAL PERMEABILITY OF 25&dWZz͘ 2/2/15IBI GROUP (FLORIDA) INC. IBI GROUP (FLORIDA) INC.2/2/15 IBI GROUP (FLORIDA) INC.2/2/15 IBI GROUP (FLORIDA) INC.2/2/15 IBI GROUP (FLORIDA) INC.2/2/15 IBI GROUP (FLORIDA) INC.2/2/15 IBI GROUP (FLORIDA) INC.2/2/15 IBI GROUP (FLORIDA) INC.2/2/15 IBI GROUP (FLORIDA) INC.2/2/15 IBI GROUP (FLORIDA) INC.2/2/15 IBI GROUP (FLORIDA) INC.2/2/15 IBI GROUP (FLORIDA) INC.2/2/15 IBI GROUP (FLORIDA) INC.2/2/15 IBI GROUP (FLORIDA) INC. STREET ASTREET BSTREET ESTREET CSTREET DSTREET E162.0161.0160.7160.0159.0158.7158.5157.5157.0FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMIBI GROUP (FLORIDA) INC.2/2/15THE EXISTING MANHOLE SHALL BE FIELD CORE DRILLEDAND THE NEW PIPE INSTALLED IN ACCORDANCE WITHORANGE COUNTY UTILITIES CRITERIA. THE EXISTINGMANHOLE SHALL BE CLEANED AND A NEW INVERTCONSTRUCTED AND THE MANHOLE SHALL BE TREATED INSIDE,IN ACCORDANCE WITH ORANGE COUNTY UTILITIES CRITERIA.xxxxxxBRIGHT HOUSE NETWORKS, LLCMARVIN USRY JR3767 ALL AMERICAN BLVDORLANDO, FL 32810ǦǦORANGE COUNTY UTILITIESLINDY WOLFE, PELindy.Wolfe@ocfl.net9150 CURRY FORD ROADORLANDO, FLORIDA 32825CITY OF OCOEE, UTILITIES DEPT.CONTACT: DAVID WHEELERDWheeler@ci.ocoee.fl.us150 N LAKESHORE DR.OCOEE, FL 34761ǦǦPROGRESS ENERGY/ DUKE ENERGYCUSTOMER SERVICE CENTERǦǦLAKE APOPKA NATURAL GAS DISTRICTALEX WOSGIEN1320 WINTER GARDENǦ VINELAND RD.WINTER GARDEN, FL 34778AT&T DISTRIBUTIONPAUL D HOPKINS7 PEACHTREE ST., 7 FLOORATLANTA , GA 30308ǦǦ STREET ASTREET BSTREET ESTREET CSTREET DSTREET E162.0161.0160.7160.0159.0158.7158.5157.5157.0FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMIBI GROUP (FLORIDA) INC.2/2/15 IBI GROUP (FLORIDA) INC.2/2/15 STREET ASTREET BSTREET ESTREET CSTREET DSTREET E162.0161.0160.7160.0159.0158.7158.5157.5157.0FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMIBI GROUP (FLORIDA) INC.2/2/15 IBI GROUP (FLORIDA) INC.2/2/15 STREET BFMFMFMIBI GROUP (FLORIDA) INC.2/2/15 STREET ASTREET BFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMIBI GROUP (FLORIDA) INC.2/2/15THE EXISTING MANHOLE SHALL BE FIELD CORE DRILLEDAND THE NEW PIPE INSTALLED IN ACCORDANCE WITHORANGE COUNTY UTILITIES CRITERIA. THE EXISTINGMANHOLE SHALL BE CLEANED AND A NEW INVERTCONSTRUCTED AND THE MANHOLE SHALL BE TREATED INSIDE,IN ACCORDANCE WITH ORANGE COUNTY UTILITIES CRITERIA. STREET ESTREET CSTREET DSTREET E162.0161.0160.7160.0159.0158.7158.5157.5IBI GROUP (FLORIDA) INC.2/2/15 TYPE F CURB & GUTTER PERFDOT INDEX #300VALLEY GUTTER PERFDOT INDEX #300IBI GROUP (FLORIDA) INC.CURB ENDINGS PER FDOTINDEX #300TYPE F CURB & GUTTER PERFDOT INDEX #3002/2/15TYPICAL 50' ROW SECTIONNOTE:THE ENTIRE POND BOTTOM AREA (ELEVATION 93 FEET NGVD 88) IS BE OVER-EXCAVATED BY ABOUT 6 FEET OR AD/E/DhD>sd/KEK&ϴϳ&dE'sϴϴEd,^K/>^ZW>t/d,>E&/E^E͘d,EKhEdZ^dZdhDϮ^K/>^Z^h/d>&KZ<&/>>/Ed,WZKWK^WKEZ͘Ez/DWKZd&/>>^,Kh>KE^/^dK&>E&/E^Et/d,D/E/DhD^dhZdsZd/>WZD/>/dzK&Ϯϱ&dWZz͘CS-1 CONTROL STRUCTURE TYPE E INLETCLARKE ROAD 80' ROW SECTIONxxx IBI GROUP (FLORIDA) INC.2/2/15 IBI GROUP (FLORIDA) INC.2/2/15 162.0161.0160.7160.0159.0158.7158.5157.5157.0FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM162.0161.0160.7160.0159.0158.7158.5157.5157.0113.9115.35127.00133.30133.95133.90133.25130.60126.35139.75140.30140.85141.35141.85142.35144.75144.90145.40146.20146.05146.85147.30147.45148.00149.20149.45150.90150.90151.65151.65155.30154.45153.65152.70150.65149.30147.65145.85144.00142.20139.65138.50136.00134.85132.40131.25128.75127.00125.35124.05140.30141.45137.10138.20139.35141.00143.00142.40142.40143.10143.10143.10143.00142.90142.90142.60142.55142.20142.30142.00141.90141.60141.70141.40141.30141.00140.80141.10140.50140.25139.95122.70123.95125.05125.90124.45125.40126.40127.40126.90129.25129.15128.25129.95130.70130.70131.60131.60132.05132.05132.05132.05130.65130.65131.65131.65IBI GROUP (FLORIDA) INC.12095C0210FDATED: SEPTEMBER 25, 20092/2/15 IBI GROUP (FLORIDA) INC.2/2/151.CONTRACTOR TO CLEAR AND GRUB FIRST 6" OF TOP MATERIAL AND REMOVE ALL ORGANIC DEBRIS FROM SITE.MATERIAL TO BE DISPOSED OFF IN ACCORDANCE TO CITY REGULATIONS.2.CONTRACTOR MUST OBTAIN A COPY OF AND IMPLEMENT THE APPROVED STORMWATER POLLUTIONPREVENTION PLAN (SWPPP).3.CONTRACTOR TO OBTAIN A COPY OF AND FOLLOW CLEARING AND GRUBBING PROCEDURES AS SPECIFIED INTHE GEOTHECHNICAL REPORT.4.PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PLACE SILT FABRIC FENCE AT THE UPSTREAM END OF ALLSTORM SEWER PIPES UNTIL INLETS ARE COMPLETED.5.WHEN THE CONSTRUCTION OF INLETS ARE COMPLETED THE CONTRACTOR SHALL PLACE SILT FABRIC FENCE INPLACE AS PER DETAIL.6.THE CONTRACTOR SHALL SEED AND MULCH OR SOD SWALES AND PONDS PER SECTIONS, IMMEDIATELY AFTERCONSTRUCTION IS COMPLETED AND PROMOTE QUICK REVEGETATION.7.THE CONTRACTOR SHALL CHECK ALL EROSION AND SILTATION CONTROL DEVICES AFTER EACH RAINFALL ANDREPAIR OR REPLACE THEM AS REQUIRED. SILT FENCES TO REMAIN UNTIL CllY/COUNTY ACCEPTANCE.8.THE REQUIREMENTS LISTED ABOVE SHALL BE CONSIDERED MINIMUM REQUIREMENTS AND THE CONTRACTORSHALL USE WHATEVER METHODS DEEMED NECESSARY TO PREVENT EROSION AND SILTATION AS MAY BEREQUIRED FOR THE PROJECT.9.DEWATERING METHODS OF WELLPOINTING AND DIRECT BURIAl.. "SOCK:' PIPE SHALLBE UTILIZED.10.DEWATERING DISCHARGE SHALL BE DIRECTED TO A SEDIMENT SUMP PRIOR TO BEING DISCHARGED OFFSITE.CONSTRUCTION SEQUENCE:1.PRE-CONSTRUCTION MEETING TO DISCUSS PROJECT, INCLUDING NPDES REQUIREMENTS.2.INSTALL SILT FENCE ALONG PERIMETER AS SHOWN ON PLAN.3.INSTALL CONSTRUCTION ENTRANCE.4.OBTAIN VERIFICATION THAT EROSION CONTROL PROVISIONS HAVE BEEN CORRECTLY INSTALLED.5.CLEAR AND GRUB PROPERTY6.REMOVE CLEARED MATERIAL FROM SITE.7.IMPORT FILL MATERIAL. *8.CUT TO FILL. *9.FINAL GRADING OF SITE10.SOD / SEED AND MULCH AREAS.* MAY BE DONE IN CONJUNCTION WITHREMOVAL OF CLEARED MATERIAL. STREET ASTREET BSTREET ESTREET CSTREET DSTREET E162.0161.0160.7160.0159.0158.7158.5157.5157.0FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMIBI GROUP (FLORIDA) INC.NOTE:THE SITE INCLUDES PLANTED PINETREE AREAS.1/21/15 AASECTION A - APLANFIGURE A121-1GENERALSTANDARDS AND CONSTRUCTION SPECIFICATIONS MANUALAPPENDIX AORANGE COUNTY UTILITIES STANDARD DRAWINGSMJ TAPPINGSLEEVENEW PIPERESTRAINEDMECHANICAL JOINTEXISTINGPIPERESILIENT SEATTAPPING GATEVALVE W/ VALVE BOXRESTRAINEDMECHANICAL JOINTMJ TAPPING SLEEVE AND GATE VALVEASSEMBLY FOR WATER AND RECLAIMED WATERSPLIT GLANDTAPPING SLEEVEDATE: February 11, 2011AASECTION A - APLANFIGURE A121-2GENERALSTANDARDS AND CONSTRUCTION SPECIFICATIONS MANUALAPPENDIX AORANGE COUNTY UTILITIES STANDARD DRAWINGSMJ TAPPINGSLEEVENEW PIPEEXISTINGPIPERESILIENT SEATTAPPING GATE VALVERESTRAINEDMECHANICAL JOINTMJ TAPPING SLEEVE AND GATE VALVE WITHPLUG VALVE FOR WASTEWATERRESTRAINEDMECHANICAL JOINTPLUG VALVERESTRAINEDMECHANICALJOINTRESILIENT SEATTAPPING GATE VALVERESTRAINEDMECHANICAL JOINTPLUG VALVENEW PIPENOTES:1.PLUG VALVES GREATER THAN 4" SHALL BE GEAR ACTUATED.2.PLUG VALVE TO BE INSTALLED VERTICALLY, AND TAPPING GATE VALVE TO BEINSTALLED HORIZONTALLY AND ABANDONED IN THE OPEN POSITION.SPLIT GLANDTAPPINGSLEEVE5' MIN FROM BACKOF BELL AND SPIGOTINSERTION LINEDATE: February 11, 2011SEE NOTE 2FINISHED GRADENOTES:1.PVC PIPE OR DUCTILE IRON PIPE EXTENSIONS SHALL NOT BE USED ON VALVE BOXINSTALLATION.2.THE VALVE ACTUATING NUT SHALL BE EXTENDED TO BE WITHIN 3' OF FINISHED GRADE.3. PROVIDE A PLASTIC DEBRIS SHIELD / ALIGNMENT RING WHICH INSTALLS BELOW THEVALVE ACTUATING NUT. THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THEACTUATING NUT AND MINIMIZE INFILTRATION.4. LOCATING WIRE SHALL BE CONTINUOUS WITH NO SPLICES AND SHALL EXTEND 12" ABOVETOP OF COLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY INSTALLED.5.FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TOALLOW FOR FUTURE BOX ADJUSTMENTS.6.REFER TO FIGURE A111 FOR INSTALLATIONS AT A DEPTH OF 6' OR GREATER.SET TOP OF VALVE BOXTO FINISHED GRADERESILIENT SEATM. J. GATE VALVEWATER MAINOR RECLAIMEDWATER MAINADJUSTABLE SCREWTYPE DUCTILE IRONVALVE BOXVALVE BOX SHALL REST ONBEDDING ROCK NOT ON VALVEOR PIPE AND SHALL BECENTERED ON OPERATING NUTALIGNMENT RINGVALVE BOX PAD(SEE FIGURE A112)6" FDOT #57STONECOMPACTED SELECTCOMMON FILLFIGURE A107GENERALSTANDARDS AND CONSTRUCTION SPECIFICATIONS MANUALAPPENDIX AORANGE COUNTY UTILITIES STANDARD DRAWINGSGATE VALVE AND BOXWATER AND RECLAIMED WATER MAINSLOCATING WIRELOOP WIRE (SEE NOTE 4)DRILL HOLE IN BOX14" FROM TOPDATE: February 11, 2011SEWERWASTE WATERRECLAIMED WATERRECLAIMEDWATERPOTABLE WATERNOTE:1.LOCKING LIDS ARE REQUIRED ON ALL VALVE BOXES.TYPICAL LOCKINGBOLTTYPICAL VALVE BOX COVERFIGURE A110GENERALSTANDARDS AND CONSTRUCTION SPECIFICATIONS MANUALAPPENDIX AORANGE COUNTY UTILITIES STANDARD DRAWINGSDATE: February 11, 2011WATEROUTSIDE PAVEMENTINSIDE PAVEMENTFIGURE A112GENERALSTANDARDS AND CONSTRUCTION SPECIFICATIONS MANUALAPPENDIX AORANGE COUNTY UTILITIES STANDARD DRAWINGS24" X 24" SQUARE (ROUNDOPTIONAL) CONCRETE OR POLYMERPAD TYP EACH VALVE BOXVALVE BOX ANDLOCKING COVER6" THICK 2500 PSI(MIN) CONCRETE WITH#4 REBAR CONTINUOUS(SEE NOTE 2) OR 4" THICKPOLYMER MIX MATERIAL24"24"NOTES:1.BRONZE (OR STAINLESS STEEL) IDENTIFICATION DISC SHALL BE REQUIRED FOR ALLVALVES, EXCEPT HYDRANT VALVES.2.IN LIEU OF PRECAST CONCRETE PAD, A 6" THICK X 24" (ROUND OR SQUARE) POUREDCONCRETE PAD WITH TWO #4 REBAR AROUND PERIMETER MAY BE USED.VALVE BOX ANDCOVER (SQUAREFOR RECLAIMEDWATER)IDENTIFICATION DISC(SEE NOTE 1 ANDDETAILS BELOW)O.C.UAFC 6"MANUFACTURER AND SIZERWGVTYPE OF VALVEWATERUTILITYL-20DIRECTION AND NUMBER OF TURNS2009YEARIDENTIFICATION DISCEXAMPLEOUTSIDE PAVEMENTINSIDE PAVEMENTLETTERING TO BE MACHINEENGRAVED WITH 14" TO 38"CAP. LETTERS3" MIN 18" MIN2" MINTHEFT PROOFANCHOR PINDISC TO BE EMBEDDED IN PADO.C.UAFC 6"RWGVWATERL-202009DISC TO BE HANGING IN THE BOXANCHORED TO THE LOCATING WIRE.3" MIN14"APPROX. 3"VALVE BOX PADBASETOP FLUSHWITH FINISHEDGRADEVALVE BOXAND COVER(TYP)ASPHALTSURFACELOOP WIRELOCATINGWIREDATE: February 11, 2011CURBFIRE HYDRANT ASSEMBLYFIGURE A203GENERALSTANDARDS AND CONSTRUCTION SPECIFICATIONS MANUALAPPENDIX AORANGE COUNTY UTILITIES STANDARD DRAWINGSAPPROX 7.5' X 3.5' MIN6" THICK CONCRETESHEAR PAD WITHFIBERMESHEXPANSION FIBER MATERIAL BETWEENFIXED CONCRETE EDGES (TYP)SIDEWALKVALVE BOXCONCRETEROADCONCRETEVALVE (REQUIRED ATANCHORING TEE)COMPACTEDBACKFILLDI ANCHORINGCOUPLING3' TO 5'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.DUCTILE IRONFDOT #57 STONE (6" MIN)ANCHORING TEESTANDARD CONFIGURATIONEDGE OF PAVEMENTPOTABLE WATERMAINFIRE HYDRANTASSEMBLYSIDEWALKALTERNATE CONFIGURATIONEDGE OF PAVEMENTPOTABLE WATERMAINFIRE HYDRANTASSEMBLYSIDEWALK%(1'DATE: February 11, 2011MIN 36" (TYP)R/WR/W3'-0"RECLAIMED WATER MAINVARIESPLAN VIEW10' X 20' UTILITY EASEMENT2X DIALC%(1'%(1'PROFILE VIEWFLOW%(1'%(1'2X DIA#4FIGURE A503GENERALSTANDARDS AND CONSTRUCTION SPECIFICATIONS MANUALAPPENDIX AORANGE COUNTY UTILITIES STANDARD DRAWINGS RECLAIMED WATER MASTER METERASSEMBLY 4" AND LARGERNOTES:1.CONTRACTOR TO CONSTRUCT RISER AFTER ASSEMBLY IS RECEIVED FROM OCU.2.INSTALLATION SHALL COMPLY WITH ALL REQUIREMENTS OF CHAPTER 62-610 FAC.3.PIPING AND APPURTENANCES SHALL BE PAINTED PANTONE PURPLE 522C. PVC PIPE SHALL BECOLORED FROM THE FACTORY WITH PANTONE PURPLE 522C USING LIGHT STABLE COLORANTS. PIPESHALL BE MARKED TO UTILITIES SPECIFICATIONS.4.METER SHALL BE CAPABLE OF ACCURATELY MEASURING THE ENTIRE RANGE OF EXPECTED FLOWSAND THE TYPE AND MANUFACTURE SHALL BE APPROVED BY UTILITIES.5.SERVICES 4-INCH AND LARGER SHALL BE DIP FROM THE POINT OF CONNECTION AT THE MAIN TO THEMETER ASSEMBLY IF THE MAINS IS ON THE SAME SIDE OF THE STREET AS THE ASSEMBLY. IF THEMAIN IS ON THE OPPOSITE SIDE OF THE STREET AS THE ASSEMBLY, A MINIMUM OF ONE SEGMENT OFPIPE IMMEDIATELY UPSTREAM FROM THE METER ASSEMBLY SHALL BE DIP.INFORMATION TO BE SUBMITTED:1. TOTAL AREA (sqft)2. IRRIGATION AREA (sqft)3. RECLAIMED DAILY DEMAND (gpd)4. RECLAIMED PEAK DEMAND (gpm)STANDARD CONCRETE COLLARIN UNPAVED AREAS ONLY.CHAIN AND LOCK (TYP)GATEVALVE18" TO30" ABOVEGRADESTEEL PIPESUPPORT(TYP)SPOOL PIECE PER MANUFACTURERRECOMMENDATIONS (MIN 2 TIMESTHE PIPE DIAMETER)PRESSURE REDUCING/ SUSTAINING VALVETEE W/ BLIND FLANGE & TAPPEDHOLE WITH PRESSURE TRANSDUCERTEE W/ BLIND FLANGE & TAPPEDHOLE W/ PRESSURE TRANSDUCERGATE VALVE (TYP)DUCTILE IRON PIPEFINISHEDGRADERESTRAINEDJOINTS (TYP)DUCTILEIRON PIPE6" CONCRETE SLABW/ 6" X 6" X10" WWFOR FIBER MESH3/8" NEOPRENEWRAP EXPANSIONJOINT (TYP)RESTRAINED JOINTS (TYP)RECLAIMED WATER MAINMAINTAINEDBY OTHERSMETER WITH TRANSDUCER,TRANSMITTER AND STRAINERWYE STRAINER (MANUAL FLUSH)SPOOL PIECE PER MANUFACTURER(MIN 5 TIMES THE PIPE DIAMETER)SUPPLIED BY OCUCONTRACTOR(NOTE 1)SUPPLIED BY OCUCONTRACTOR (NOTE 1)2X DIA (MIN)DATE: February 11, 2011FIGURE A202GENERALSTANDARDS AND CONSTRUCTION SPECIFICATIONS MANUALAPPENDIX AORANGE COUNTY UTILITIES STANDARD DRAWINGSFLOWEXPANSION MATERIAL TOBE PLACED BETWEEN DIPAND CONCRETE SLABPLAN%(1'0-0-RESTRAINED JOINTS (TYP)6" CONCRETESLAB (2500 PSICONCRETE)PROFILEDOUBLE DETECTOR CHECK VALVEASSEMBLYBYPASS BACKFLOWASSEMBLYBYPASS 5/8" X 3/4"DETECTOR METER,MAINTAINED BY UTILITYFIRELINE BACKFLOW ASSEMBLY%(1'FLANGED JOINT12" (TYP)PIPE SUPPORT(TYP)OS & Y VALVES (FLG)(2 REQUIRED)NOTES:1.REQUIRED FOR SITES WITH SEPARATE DOMESTIC AND FIRE SYSTEM SUPPLY PIPING.2.BACKFLOW ASSEMBLY SHALL BE OWNED AND MAINTAINED BY THE PROPERTYOWNER. UTILITIES SHALL OWN AND MAINTAIN THE METER.3.UTILITY EASEMENT REQUIRED FOR BY-PASS METER READING. MINIMUM EASEMENTSIZE IS 10 FEET BY 15 FEET.4.DETAIL NOT APPLICABLE WHEN AN RPZ IS REQUIRED IN ACCORDANCE WITH THEBACKFLOW PREVENTION MANUAL.5.SERVICES 4-INCH AND LARGER SHALL BE DIP FROM THE POINT OF CONNECTION ATTHE MAIN TO THE METER ASSEMBLY IF THE MAIN IS ON THE SAME SIDE OF THESTREET AS THE ASSEMBLY. IF THE MAIN IS ON THE OPPOSITE SIDE OF THE STREETAS THE ASSEMBLY, A MINIMUM OF ONE SEGMENT OF PIPE IMMEDIATELY UPSTREAMFROM THE METER ASSEMBLY SHALL BE DIP.6.ALL FLANGES: PIPE, VALVES AND APPURTENANCES SHALL HAVE 316 S.S. HARDWARE.RISER FLG X MJFROM MAINDIPTO SERVICEDATE: February 11, 2011IBI GROUP (FLORIDA) INC.2/2/15 W/ SIZE OF PIPEVARIESSEE NOTE 4PIPE O.D.COMMON FILLBEDDING MATERIAL12" (TYP)UNDISTURBED EARTHFINISHED GRADENOTES:1. INITIAL BACKFILL: SELECT COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OFTHE MAXIMUM DENSITY AS PER AASHTO T-180.2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THEMAXIMUM DENSITY AS PER AASHTO T-180.3. TYPE A BEDDING MATERIAL SHALL CONFORM TO FDOT NO. 57 AGGREGATE.4. 15" MAX. (12" MIN.) FOR PIPE DIAMETER LESS THAN 24" AND 24" MAX (12" MIN) FOR PIPEDIAMETER 24" AND LARGER.5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THEFLOW.7. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER UP TO 12" AND 6" MINIMUM FORPIPE DIAMETER 16" AND LARGER.8. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDINGROCK BELOW THE PIPE. UTILITIES SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OFUNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION.9. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLEREGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN ORANGECOUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF R/W UTILIZATIONREGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS.TRENCH WIDTHSELECT COMMONFILLINITIALBACKFILLHAUNCHINGBEDDING(SEE NOTES 7 & 8)BEDDING AND TRENCHING - TYPE A FIGURE A101GENERALSTANDARDS AND CONSTRUCTION SPECIFICATIONS MANUALAPPENDIX AORANGE COUNTY UTILITIES STANDARD DRAWINGSDATE: February 11, 2011W/ SIZE OF PIPEVARIESSEE NOTE 4PIPE O.D.COMMON FILL12" (TYP)FINISHED GRADENOTES:1. INITIAL BACKFILL AND HAUNCHING: SELECT COMMON FILL COMPACTED TO 95% (98%UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180.2.TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THEMAXIMUM DENSITY AS PER AASHTO T-180.3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCEWITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BYUTILITIES.4. 15" MAX. (12" MIN.) FOR PIPE DIAMETER LESS THAN 24" AND 24" MAX (12" MIN) FOR PIPEDIAMETER 24" AND LARGER.5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THEFLOW.7. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALLAPPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATIONWITHIN ORANGE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OFRIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTIONSPECIFICATIONS.TRENCH WIDTHSELECT COMMONFILLINITIALBACKFILLHAUNCHINGUNDISTURBED EARTH(SEE NOTE 3)BEDDING AND TRENCHING - TYPE B FIGURE A102GENERALSTANDARDS AND CONSTRUCTION SPECIFICATIONS MANUALAPPENDIX AORANGE COUNTY UTILITIES STANDARD DRAWINGSDATE: February 11, 2011MAIN6" MIN2'-0"2'-0"NOTES:1.MAIN SHALL BE INSTALLED WITH MINIMUM NUMBER OF JOINTS WITHIN THE CANAL ORDITCH. ALL JOINTS WITHIN THE CANAL OR DITCH SHALL BE RESTRAINED.2. CONCRETE SLAB SHALL BE 2' WIDER THAN THE PIPE O.D.3. CONCRETE IS REQUIRED WHEN COVER IS LESS THAN 3' FOR DRY CROSSINGS OR 5' FORWET CROSSINGS.4. CONCRETE SHALL BE 2500 PSI COMPRESSIVE STRENGTH.5.ISOLATION VALVES REQUIRED ADJACENT TO CANAL/DITCH FOR WET CROSSINGS.6. AIR RELEASE VALVES ARE REQUIRED IN ACCORDANCE WITH THE MANUAL SPECIFICATIONS FOR ELEVATION CHANGES.8"CONCRETESLAB(SEE NOTE 3)CANAL OR DRAINAGE DITCH CROSSINGFIGURE A103GENERALSTANDARDS AND CONSTRUCTION SPECIFICATIONS MANUALAPPENDIX AORANGE COUNTY UTILITIES STANDARD DRAWINGSVARIESCOVER (SEE NOTE 3)ISOLATION VALVE (SEE NOTE 5)DATE: February 11, 201136"501204410530"24121332652110231116327720"16"276512"2664PIPE SIZE 915883166137138138691356810"23556"153619468"11611759958474384997%(1'%(1'VALVEOF TEE%(1'%(1'PLUG OR BRANCH9719418378924"NOTES:1. FITTINGS SHALL HAVE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED.2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN LENGTH SHOWN IN THE TABLE.3. WHERE TWO OR MORE FITTINGS ARE IN SERIES, SELECT FITTING RESTRAINT LENGTHTHAT YIELDS THE LONGEST RESTRAINT DISTANCE.4. ALL INLINE VALVES SHALL BE RESTRAINED.5.WHERE INTERNAL RESTRAINED JOINTS ARE USED, THE ENTIRE BELL SHALL BEPAINTED RED.6. LENGTHS SHOWN IN THE TABLE WERE CALCULATED IN ACCORDANCE WITHPROCEDURES OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE"GUIDELINES PUBLISHED BY DIPRA, USING THE ASSUMPTIONS SHOWN BELOW:WORKING PRESSURE: 150 PSISOIL DESIGNATION: SM (SAND SILT)LAYING CONDITIONS: 3DEPTH OF COVER:3 FTSAFETY FACTOR:1.5CONVERSION FACTOR FOR PVC PIPE: 1.25 THE DESIGN ENGINEER SHALL INCREASE THE VALUES IN THE TABLE AS WARRANTEDBY SITE-SPECIFIC SOIL DESIGNATIONS, LAYING CONDITIONS, PIPE MATERIAL, ETC.FOR DIP ENCASED IN POLYETHYLENE, INCREASE THE GIVEN VALUE BY A FACTOR OF1.25.FIGURE A104-1GENERALSTANDARDS AND CONSTRUCTION SPECIFICATIONS MANUALAPPENDIX AORANGE COUNTY UTILITIES STANDARD DRAWINGSRESTRAINED PIPE TABLEWATER AND RECLAIMED WATER MAINS4"TYPE1025535327PVCDIPREDUCERVARIES BY SIZE; TO BE DETERMINED BY THEDESIGN ENGINEER.DATE: February 11, 2011FIGURE A104-2GENERALSTANDARDS AND CONSTRUCTION SPECIFICATIONS MANUALAPPENDIX AORANGE COUNTY UTILITIES STANDARD DRAWINGSRESTRAINED PIPE TABLEWASTEWATER FORCE MAINS36"43100388830"2013112223181119498266520"16"235512"1843PVC PIPE SIZE 10139701391189611759904510"15386"102413318"857940645350253265%(1'%(1'VALVEOF TEE%(1'%(1'PLUG OR BRANCH8216315317524"4"TYPE818423819NOTES:1. FITTINGS SHALL HAVE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED.2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN LENGTH SHOWN IN THE TABLE.3. WHERE TWO OR MORE FITTINGS ARE IN SERIES, SELECT FITTING RESTRAINT LENGTHTHAT YIELDS THE LONGEST RESTRAINT DISTANCE.4. ALL INLINE VALVES SHALL BE RESTRAINED.5.WHERE INTERNAL RESTRAINED JOINTS ARE USED, THE ENTIRE BELL SHALL BEPAINTED RED.6. LENGTHS SHOWN IN THE TABLE WERE CALCULATED IN ACCORDANCE WITHPROCEDURES OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE"GUIDELINES PUBLISHED BY DIPRA, USING THE ASSUMPTIONS SHOWN BELOW:WORKING PRESSURE: 100 PSISOIL DESIGNATION: SM (SAND SILT)LAYING CONDITIONS: 3DEPTH OF COVER:3 FTSAFETY FACTOR:1.5CONVERSION FACTOR FOR PVC PIPE: 1.25 THE DESIGN ENGINEER SHALL INCREASE THE VALUES IN THE TABLE AS WARRANTEDBY SITE-SPECIFIC PARAMETERS, SUCH AS SOIL DESIGNATIONS AND LAYINGCONDITIONS.REDUCERVARIES BY SIZE; TO BE DETERMINED BY THEDESIGN ENGINEER.DATE: February 11, 2011NO.DDIA.TIE RODS REQ'D2444683/43/43/43/43/43/423/4TRENCHLIMITSAC#4 BARSBA(INCHES)SIZEPIPE5.04.03.03.02.56.05.0816121024209.08.06.03.52.52.02.063" COVERD (9'-0" MIN)150CSCHEDULE OF DIMENSIONS AND MATERIALSDIMENSIONS (FT.)1.51.51.51.01.01.01.09" MIN (TYP)NOTES:1.ADDITIONAL REINFORCEMENTS SHALLBE AS SPECIFIED BY THE ENGINEER.2. MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 3000 PSI.3. BEDDING, BACKFILL AND COMPACTIONSHALL BE AS SPECIFIED ELSEWHERE INTHE STANDARD DRAWINGS.4. ALL FORM BOARDS SHALL BE REMOVEDPRIOR TO BACKFILL.5. NO ALLOWANCE SHALL BE MADE FORFRICTION BETWEEN THE PIPE WALL AND THE THRUST COLLAR.6. DESIGN PRESSURE:______ PSI.7.REQUIRED FOR LINE STOPS.NOTE: THRUST COLLAR AREAS TO BE COMPUTED ON BASIS OF 2000 LBS/SF SOIL RESTRAINT BEARING.SEE TRENCH DETAILSFOR PIPE BEDDINGREQUIREMENTSENCASE TIE RODS IN1-1/2" PVC SLEEVEUNDISTURBEDEARTH4" X 4" X 1/2" STEELBEARING PLATE(TYP)TIE RODS (ASTM A307 B)INCLUDING NUTS AND WASHERS(SEE SCHEDULE BELOW)MECHANICALJOINTS#4 BARS @ 6" O.C. ALLAROUND (MIN 2" CLEARANCEAROUND PIPE)FIGURE A105-1GENERALSTANDARDS AND CONSTRUCTION SPECIFICATIONS MANUALAPPENDIX AORANGE COUNTY UTILITIES STANDARD DRAWINGSTHRUST COLLAR (150 psi)WATER AND RECLAIMED WATER MAINSDATE: February 11, 2011FINISHED GRADELOCATING WIRELOCATING WIREPIPE LOCATING WIREFIGURE A114GENERALSTANDARDS AND CONSTRUCTION SPECIFICATIONS MANUALAPPENDIX AORANGE COUNTY UTILITIES STANDARD DRAWINGSWATER,WASTEWATER,OR RECLAIMED MAINNYLON STRAPS,3 PER JOINT(SEE NOTE 1)NOTES:1.ALL PIPE SHALL REQUIRE INSULATED LOCATING WIRE (10 GAUGE SOLID COPPER) CAPABLEOF DETECTION BY A CABLE LOCATOR AND SHALL BE WRAPPED WITH NYLON STRAPS TOTOP CENTERLINE OF THE PIPE.2.LOCATING WIRE SHALL BE CONTINUOUS INSIDE VALVE BOXES AND SHALL EXTEND 12"ABOVE TOP OF COLLAR.3.WIRE INSULATION SHALL BE COLOR CODED FOR THE TYPE OF PIPE BEING INSTALLED.DATE: February 11, 2011VERTVERTHORIZVERTHORIZVERTHORIZHORIZHORIZONTAL & VERTICAL SEPARATION REQUIREMENTSFIGURE A116GENERALSTANDARDS AND CONSTRUCTION SPECIFICATIONS MANUALAPPENDIX AORANGE COUNTY UTILITIES STANDARD DRAWINGSSEPARATION REQUIREMENTS FORWATER, WASTEWATER AND RECLAIMED WATER MAINSNOTES:1.THIS SEPARATION REQUIREMENT IS TO PROVIDE ACCESSIBILITY FOR CONSTRUCTION ANDMAINTENANCE. THREE FEET OF HORIZONTAL SEPARATION IS THE MINIMUM FOR PIPESWITH THREE FEET OF COVER. FOR PIPES INSTALLED AT GREATER DEPTHS, PROVIDE ANADDITIONAL FOOT OF SEPARATION FOR EACH ADDITIONAL FOOT OF DEPTH.2.THE 18-INCH SEPARATION REQUIREMENT APPLIES WHEN THE STORM PIPE CROSSESABOVE THE OCU MAIN, AND WHEN THE STORM PIPE HAS A DIAMETER EQUAL TO ORGREATER THAN 24 INCHES. OTHERWISE, THE REQUIRED SEPARATION IS 12 INCHES.3.THIS SEPARATION REQUIREMENT COMPLIES WITH MINIMUM FDEP SEPARATIONREQUIREMENTS OUTLINED IN 62-555.314, FAC. VARIANCES FROM THE FDEPREQUIREMENTS MUST COMPLY WITH 62-555.314(5), FAC AND MUST BE APPROVEDINDIVIDUALLY BY BOTH FDEP AND OCU.4.DISTANCES GIVEN ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE.5.NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OFSANITARY OR STORM WATER MANHOLE OR STRUCTURE.PROPOSEDUTILITYPOTABLE WATERRECLAIMEDWATERWASTEWATER(GRAVITY AND FM)POTABLEWATERRECLAIMEDWATERWASTEWATER(GRAVITY & FM)STORM SEWER3'NOTE 16'NOTE 312"12"NOTE 33'NOTE 13'NOTE 13'NOTE 13'NOTE 13'NOTE 13'NOTE 112"NOTE 312"NOTE 312"6'NOTE 312"NOTE 312"12"12"12"/18"NOTE 2 & 312"/18"NOTE 212"/18"NOTE 2RIGHT OF WAY3'NOTE 13'NOTE 13'NOTE 1N/AN/AN/AN/AN/A3'NOTE 1 & 33'NOTE 1 & 33'NOTE 1 & 3DATE: February 11, 2011IBI GROUP (FLORIDA) INC.2/2/15 NOTES:1.A 2 INCH SAMPLE STATION INSTALLED AT THE END OF A CUL-DE-SAC CAN ALSO SERVEAS A BLOW -OFF VALVE WHEN BOTH ARE REQUIRED.FIGURE A201GENERALSTANDARDS AND CONSTRUCTION SPECIFICATIONS MANUALAPPENDIX AORANGE COUNTY UTILITIES STANDARD DRAWINGS WATER SAMPLE STATIONCURB STOP(LOCKING TYPE)MAIN2" POLYETHYLENETUBINGGRADEBRASSCORPORATIONSTOPABOVE GROUNDSAMPLE STATIONMAINBRASS CORPORATIONSTOP2" SINGLE BLUESERVICE LINE0$;DATE: February 11, 2011OUTSIDE WALL5" MIN2"4'-0" MIN12" MIN3'-0" MAX 1'-6" MIN2" MIN8" MIN9"INSIDE WALL2 COURSES OF BRICK (MIN)PRECAST CONCRETE MANHOLEFIGURE A301GENERALSTANDARDS AND CONSTRUCTION SPECIFICATIONS MANUALAPPENDIX AORANGE COUNTY UTILITIES STANDARD DRAWINGSDATE: February 11, 2011NOTES:1.DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" ORMORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAIL.2.ECCENTRIC CONE DESIGN MAY BE USED FOR CONFLICT RESOLUTION WITH OCUAPPROVAL.3.A FLOW CHANNEL SHALL BE CONSTRUCTED INSIDE MANHOLE TO DIRECT INFLUENT INTOFLOW STREAM.4.LIFT HOLES THROUGH STRUCTURE ARE NOT PERMITTED.5.WRAP TIGHTLY AROUND CASTING JOINTS AND APPLY HIGH INTENSITY PROPANE TORCHTO EFFECTIVELY SEAL THEM FROM GROUND WATER INFILTRATION.6.HDPE ADJUSTING RINGS MAY BE SUBSTITUTED FOR BRICK RISERS.7.SECTION HEIGHTS VARY AS REQUIRED, AND AS AVAILABLE, FROM APPROVEDMANUFACTURERS LISTED IN APPENDIX D.SET COVERS FLUSH INPAVED AREASMANHOLE FRAME & COVER(SEE STANDARD DETAIL)FRAMES BEDDED IN MORTAREXTERNAL MANHOLEHEAT SHRINK SEAL(TYP) SEE NOTE 5APPROVED LINERPER SPECIFICATIONSBENCHING PERSPECIFICATIONS9"9"6"MINPRE-PRIMEDJOINT SURFACESPRE-MOLDED PLASTIC JOINTSEALER, APPLIED TO BOTHLIPSCOMPLETEDJOINT WITHSQUEEZE-OUTPRE-PRIMEDJOINT SURFACES4 COURSES (MAX) OR MIN 5" TOMAX 10" HDPE ADJUSTING RING2'-0"8"FDOT # 57 STONE0.8D (EFFLUENT PIPE DIAMETER)SQUEEZE-OUT, MIN 12"INTERIOR AND EXTERIOR9"CONCRETE WITH ADMIXPVC PVCTEEGRAVITY OUTSIDE DROP CONNECTION (NEW MANHOLE)FIGURE A302GENERALSTANDARDS AND CONSTRUCTION SPECIFICATIONS MANUALAPPENDIX AORANGE COUNTY UTILITIES STANDARD DRAWINGSNOTES:1.DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENTSEWER.2.AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT LINES WHICHHAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT.3.CONTRACTOR TO COORDINATE THE PRESENCE OF UTILITIES INSPECTOR DURINGCORING AND CONNECTIONS TO EXISTING MANHOLES.PRECAST MANHOLE WALLINLET CONNECTION AT INVERTCONCRETE ENCASEMENTOF VERTICAL PIPEDROP PIPE(SEE NOTE 1)%(1'2"INFLUENT SEWER(SEE NOTE 2)PRECASTMANHOLEWALLRESILIENT CONNECTORSTAINLESS STEEL PIPE CLAMPPRECASTMANHOLEWALLCAST IN-PLACESEALSTANDARD CONNECTIONPVC PLUG WITH TOP HALFAREA OPENGRAVITY OUTSIDE DROP CONNECTION (EXISTING MANHOLE)NEW AND EXISTING MANHOLESNEW MANHOLES ONLYGRAVITY MANHOLE CONNECTION6"MIN6" MIN6" MIN6"MIN+22.$72&(:DATE: February 11, 20112500 PSI CONCRETEAROUND MANHOLE6"MIN MANHOLE IN GRASS AREAFIGURE A303GENERALSTANDARDS AND CONSTRUCTION SPECIFICATIONS MANUALAPPENDIX AORANGE COUNTY UTILITIES STANDARD DRAWINGSNOTES:1. CLEARANCE OF 30" FREE FROM OBSTRUCTIONS IN ALL DIRECTIONS.2. AREAS SUPPORTING CONCRETE COLLAR OR SLAB SHALL BE PROPERLY COMPACTED.3.TOP OF MANHOLE SHALL BE 2" ABOVE FINISHED GRADE, CROWN OF ADJACENTROADWAY, OR 100 YEAR FLOOD ELEVATION, WHICHEVER IS GREATER.MANHOLECOVERFINISHED GRADE6"MIN2500 PSI CONCRETEAROUND MANHOLE4" BAR CONTINUOUS AROUNDCOLLAR. 3" MIN. COVER (TYP)12" MIN7" MINDATE: February 11, 20114-3/4" MINSTANDARD MANHOLE FRAME AND COVERFIGURE A304GENERALSTANDARDS AND CONSTRUCTION SPECIFICATIONS MANUALAPPENDIX AORANGE COUNTY UTILITIES STANDARD DRAWINGSRAISED 1-1/2" LETTERSFLUSH WITH TOP OF COVER2 - NON PENETRATINGPICK HOLESPLANELEVATION1-1/2" MINMACHINEDMATINGSURFACES39"25 3/4"NOTES:1. ONLY APPLIES TO UTILITIES OWNED AND MAINTAINED MANHOLES. "ORANGE COUNTY"SHALL NOT APPEAR ON PRIVATE MANHOLES.SANITARYSEWERDATE: February 11, 201136" MINCOVERRESTRAINED JOINTSTEEL CASING PIPEFINISHED GRADECARRIER PIPENOTES:1.CASING SHALL EXTEND A MINIMUM OF TEN FEET BEYOND THE EDGE OF PAVEMENT ORMEET FDOT REQUIREMENTS, WHICHEVER IS GREATER.2. REQUIREMENTS OF OTHER JURISDICTIONS SHALL BE MET. WHEN CONSTRUCTION ISWITHIN FDOT JURISDICTION, ADDITIONAL REQUIREMENTS OF THE "FDOT UTILITYACCOMMODATION GUIDE" SHALL BE MET .3. DISTANCE BETWEEN SPACERS TO BE PER MANUFACTURER'S SPECIFICATIONS, OR MAXOF 6.5', WHICHEVER IS MORE STRINGENT.4. USE OF FLOWABLE FILL IN THE ANNULAR SPACE BETWEEN THE CASING AND CARRIERPIPE IS PROHIBITED.5.PIPE IN CASING SHALL HAVE A MECHANICAL BELL RESTRAINT HARNESS WHERE RODSARE DOUBLE NUTTED TO PRECLUDE OVERBELLING THE JOINT DURING PUSHING CARRIERPIPE CASING.CASING SPACER(SEE NOTE 3)RESTRAINEDJOINT PIPECASING ENDSEALCASING SPACERS(VARIES BY CASING SIZE)BORE AND JACKFIGURE A106GENERALSTANDARDS AND CONSTRUCTION SPECIFICATIONS MANUALAPPENDIX AORANGE COUNTY UTILITIES STANDARD DRAWINGSCARRIER PIPENOMINAL DIAMETER4MINIMUM CASING OUTSIDEDIAMETER (INCHES)MINIMUM CASING WALLTHICKNESS (INCHES)681012162024303642605448.500"4236.375".312"302420181616.250".250".250".250".250".500".500".500"LOCATING WIRESTAINLESS STEELBANDSBRICK AND MORTAREND SEAL(SEE NOTE 1)BELL RESTRAINTHARNESSDOUBLE NUT (TYP)(SEE NOTE 5)DOUBLE CASING SPACERMAX 2'DATE: February 11, 2011GENERAL2" CURBSTOP2" TAPPING SADDLEW/ RESILIENTGATE VALVEAND VALVE BOX2" PETUBINGAPPENDIX AORANGE COUNTY UTILITIES 2" BRASSTUBINGMETER BOXFDOT #57STONESTANDARD DRAWINGSSTANDARDS AND CONSTRUCTION SPECIFICATIONS MANUALWATER MAIN2" FLOW METER(BY UTILITIES)AUTOMATICBLOW-OFF VALVEWITH RPZ BFP2" FLOW METER(BY UTILITIES)WATER MAIN2" PETUBINGMETER BOX2" TAPPING SADDLEW/ RESILIENTGATE VALVEAND VALVE BOX2" CURBSTOPBLOW OFF VALVE, AUTOMATIC, WATERFIGURE A122-3FINISHEDGRADEAUTOMATIC BLOW-OFF VALVE2" BRASS COUPLING2" BRASSTUBING2" BRASS COUPLINGNOTE:1.TO BE PROVIDED ON AN AS-NEEDED BASIS TO BEDETERMINED BY OCUDATE: February 11, 2011SEWER MAIN LATERALDOUBLESPRING LINE LATERALSINGLESTANDARD DRAWINGSSERVICE LATERALFIGURE A305GENERALSTANDARDS AND CONSTRUCTION SPECIFICATIONS MANUALAPPENDIX AORANGE COUNTY UTILITIES NOTES:1.INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE.2.SERVICE LATERAL SHALL BE CAPPED BY DEVELOPER'S SITE-WORK CONTRACTOR.3.WYE TO BE NO SHALLOWER THAN 3-FEET AND NO DEEPER THAN 5-FEET.4.LOCATOR BALLS TO BE INSTALLED BY DEVELOPER'S SITE-WORK CONTRACTOR, ONEPER SERVICE.5.ALL FITTINGS SHOWN ARE TO BE INSTALLED.6.SERVICE CONNECTIONS SHALL BE PERMANENTLY MARKED BY CUTTING AN "S" IN THECURB DIRECTLY OVER THE LATERAL.7.BUILDER'S PLUMBER WILL REMOVE PLUG, INSTALL CLEANOUT, AND CONNECT SERVICELATERAL TO HOUSE.BENDWYE WITH6" BRANCHBENDWYE WITH6" BRANCHSEWER MAINSIZE VARIESDOUBLEWYE WITH6" BRANCHCLEAN-OUT(TYP)ROTATE7<3LOTLINESLOPE TO TERMINAL DEPTH@ 1.0% MIN (TYP.)CURB (SEE NOTE 4)TEMP PLUG(TYP.) (SEENOTES 2 AND 7)STAKE TO SHOW LOCATION OFTEMPORARY PLUG. (TYP.)(TYP.) BUILDER'SPLUMBER (SEENOTE 7)(TYP.) TEMP. PLUG(SEE NOTES 2 AND 7)PROFILENTSPLANNTS(TYP.)BUILDER'SPLUMBER(SEE NOTE 7)LOCATOR BALL6" MAX BELOW PIPE(TYP) SEE NOTE 4FINISHEDGRADEDATE: February 11, 2011IBI GROUP (FLORIDA) INC.2/2/15 FINISHED GRADELOCATING WIRESET TOP OF VALVE BOXTO FINISHED GRADEPLUGVALVEADJUSTABLE SCREWTYPE DUCTILE IRONVALVE BOXALIGNMENT RINGVALVE BOX PAD(SEE FIGURE A 112)6" FDOT #57STONEUNDISTURBEDEARTHCOMPACTED SELECTCOMMON FILLFIGURE A109GENERALSTANDARDS AND CONSTRUCTION SPECIFICATIONS MANUALAPPENDIX AORANGE COUNTY UTILITIES STANDARD DRAWINGSPLUG VALVE AND BOXWASTEWATERNOTES:1.PVC PIPE OR DUCTILE IRON PIPE EXTENSIONS SHALL NOT BE USED ON VALVE BOXINSTALLATION.2.THE VALVE ACTUATING NUT SHALL BE EXTENDED TO BE WITHIN 3' OF FINISHED GRADE.3. PROVIDE A PLASTIC DEBRIS SHIELD / ALIGNMENT RING WHICH INSTALLS BELOW THEVALVE ACTUATING NUT. THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THEACTUATING NUT AND MINIMIZE INFILTRATION.4. LOCATING WIRE SHALL BE CONTINUOUS WITH NO SPLICES AND SHALL EXTEND 12" ABOVETOP OF COLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY INSTALLED.5.FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TOALLOW FOR FUTURE BOX ADJUSTMENTS.6.REFER TO FIGURE A111 FOR INSTALLATIONS AT A DEPTH OF 6' OR GREATER.DRILL HOLE IN BOX14" FROM TOPLOOP WIRE (SEE NOTE 4)DATE: February 11, 2011FINISHED GRADELOCATING WIRESET TOP OF VALVE BOXTO FINISHED GRADEBUTTERFLYVALVEADJUSTABLE SCREWTYPE DUCTILE IRONVALVE BOXALIGNMENT RINGVALVE BOX PAD(SEE FIGURE A112)6" FDOT #57STONECOMPACTED SELECTCOMMON FILLUNDISTURBEDEARTHFIGURE A108GENERALSTANDARDS AND CONSTRUCTION SPECIFICATIONS MANUALAPPENDIX AORANGE COUNTY UTILITIES STANDARD DRAWINGSBUTTERFLY VALVE AND BOXWATER AND RECLAIMED WATER MAINSNOTES:1.PVC PIPE OR DUCTILE IRON PIPE EXTENSIONS SHALL NOT BE USED ON VALVE BOXINSTALLATION.2.THE VALVE ACTUATING NUT SHALL BE EXTENDED TO BE WITHIN 3' OF FINISHED GRADE.3. PROVIDE A PLASTIC DEBRIS SHIELD / ALIGNMENT RING WHICH INSTALLS BELOW THEVALVE ACTUATING NUT. THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THEACTUATING NUT AND MINIMIZE INFILTRATION.4. LOCATING WIRE SHALL BE CONTINUOUS WITH NO SPLICES AND SHALL EXTEND 12" ABOVETOP OF COLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITY INSTALLED.5.FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TOALLOW FOR FUTURE BOX ADJUSTMENTS.6.REFER TO FIGURE A111 FOR INSTALLATIONS AT A DEPTH OF 6' OR GREATER.DRILL HOLE IN BOX14" FROM TOPLOOP WIRE ( SEE NOTE 4)DATE: February 11, 2011TRENCHLIMITSAC#4 BARS3" COVERD (9'-0" MIN)1009" MIN (TYP)NOTES:1. ADDITIONAL REINFORCEMENTS SHALL BE AS SPECIFIED BY THE ENGINEER.2. MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 3000 PSI.3. BEDDING, BACKFILL, AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINGS.4. ALL FORM BOARDS SHALL BE REMOVED PRIOR TO BACKFILL.5. NO ALLOWANCE SHALL BE MADE FOR FRICTION BETWEEN THE PIPE WALL AND THE THRUST COLLAR.6. DESIGN PRESSURE:______ PSI.7. REQUIRED FOR LINE STOPS.SEE TRENCH DETAILSFOR PIPE BEDDINGREQUIREMENTSENCASE TIE RODS IN1-1/2" PVC SLEEVEUNDISTURBEDEARTH4" X 4" X 1/2" STEELBEARING PLATE(TYP)TIE RODS (ASTM A307 B)INCLUDING NUTS AND WASHERS(SEE SCHEDULE BELOW)MECHANICALJOINTS#4 BARS @ 6" O.C ALL AROUND(MIN 2" CLEARANCE AROUNDPIPE)FIGURE A105-2GENERALSTANDARDS AND CONSTRUCTION SPECIFICATIONS MANUALAPPENDIX AORANGE COUNTY UTILITIES STANDARD DRAWINGSTHRUST COLLAR (100 psi)WASTEWATER FORCE MAINSNO.DDIA.TIE RODS REQ'D2444463/43/43/43/43/43/423/4BA(INCHES)SIZEPIPE4.03.53.02.52.55.04.0816121024208.57.55.53.02.52.02.06CSCHEDULE OF DIMENSIONS AND MATERIALSDIMENSIONS (FT.)1.51.51.51.01.01.01.0NOTE: THRUST COLLAR AREAS TO BE COMPUTED ON BASIS OF 2000 LBS/SF SOIL RESTRAINT BEARING.DATE: February 11, 2011FIGURE A122-1GENERALSTANDARDS AND CONSTRUCTION SPECIFICATIONS MANUALAPPENDIX AORANGE COUNTY UTILITIES STANDARD DRAWINGSFINISHED GRADEBOX SHALL REST ON BEDDINGROCK (NOT ON VALVE OR PIPE)AND SHALL BE CENTERED ONOPERATING NUTNOTES:1.INSTALL MANUFACTURED BLOW OFF BOXES AS DEPICTED IN APPENDIX D. BRING VALVEBOX TO GRADE AND INSTALL CONCRETE COLLAR.2.FOR USE AT PERMANENT WATER AND RECLAIMED WATER DEAD-ENDS, SUCH ASCUL-DE-SACS.3.LOCATING WIRE SHALL BE CONTINUOUS INSIDE THE VALVE BOX AND SHALL EXTEND 12"ABOVE TOP OF COLLAR. WIRE SHALL BE COLOR CODED TO MATCH THE UTILITYINSTALLED.6" OF FDOT #57 STONEBLOW OFF VALVEASSEMBLY PERAPPENDIX DADJUSTABLE CAST IRONVALVE BOX2" IRON BODY GATEVALVE W/ SQUAREOPERATING NUTRESTRAINED JOINTWATER OR RECLAIMEDWATER MAINPERMANENT BLOW OFF VALVE,MANUALLY OPERATED, WATER AND RECLAIMED WATERVALVE BOX PAD(SEE FIGURE A112)SET TOP OF VALVE BOXTO FINISHED GRADELOOP WIRE(SEE NOTE 4)DRILL HOLE IN BOX14" FROM TOPLOCATING WIREDATE: February 11, 201130" MINGRADEFIGURE A120GENERALSTANDARDS AND CONSTRUCTION SPECIFICATIONS MANUALAPPENDIX AORANGE COUNTY UTILITIES STANDARD DRAWINGS WATER AND RECLAIMED WATER SERVICES (TYPICAL)CORPORATIONSTOP (TYP)PE TUBINGSTANDARDCURBROADWAYCENTERLINENOTES:1.CURB STOP SHALL BE INSTALLED ON STREET SIDE OF THE SIDEWALK BETWEENSIDEWALK AND CURB.2.CONTRACTOR TO LOCATE CURB STOP BY PLACING A 2" X 2" SQUARE STAKE RISING 24"ABOVE THE GROUND. TOP OF STAKE SHALL BE PAINTED THE COLOR OF THE UTILITYSERVICE AND LABELED WITH THE LOT NUMBER(S) IT SERVES.STAKE(SEE NOTE 2)CURB STOP(SEE NOTE 1)CURB STOP(SEE NOTE 1)STAKE(SEE NOTE 2)SIDEWALK (TYP)DATE: February 11, 2011PVC PVCTEEGRAVITY OUTSIDE DROP CONNECTION (NEW MANHOLE)FIGURE A302GENERALSTANDARDS AND CONSTRUCTION SPECIFICATIONS MANUALAPPENDIX AORANGE COUNTY UTILITIES STANDARD DRAWINGSNOTES:1.DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENTSEWER.2.AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT LINES WHICHHAVE AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT.3.CONTRACTOR TO COORDINATE THE PRESENCE OF UTILITIES INSPECTOR DURINGCORING AND CONNECTIONS TO EXISTING MANHOLES.PRECAST MANHOLE WALLINLET CONNECTION AT INVERTCONCRETE ENCASEMENTOF VERTICAL PIPEDROP PIPE(SEE NOTE 1)%(1'2"INFLUENT SEWER(SEE NOTE 2)PRECASTMANHOLEWALLRESILIENT CONNECTORSTAINLESS STEEL PIPE CLAMPPRECASTMANHOLEWALLCAST IN-PLACESEALSTANDARD CONNECTIONPVC PLUG WITH TOP HALFAREA OPENGRAVITY OUTSIDE DROP CONNECTION (EXISTING MANHOLE)NEW AND EXISTING MANHOLESNEW MANHOLES ONLYGRAVITY MANHOLE CONNECTION6"MIN6"MIN+22.$72&(:DATE: February 11, 2011IBI GROUP (FLORIDA) INC.2/2/15 IBI GROUP (FLORIDA) INC.2/2/15 IBI GROUP (FLORIDA) INC.2/2/15RETAINING WALL SECTIONBRICK WALL DETAILSTONEBRICKMcCORMICK RESERVEENTRY SIGNAGEBRICK COLUMN AND ALUMINUM FENCING DETAILFOOTEREND COLUMN WITH BRICK FINISHALL FOUR SIDES;STRUCTURAL DESIGN AND PERMITTINGBY OTHERSSECTION 'A'AACENTER COLUMN WITH BRICK FINISHALL FOUR SIDES;STRUCTURAL DESIGN AND PERMITTINGBY OTHERSBRICK COLUMN AND WALL DETAILROW LOCK CAPSTANDARD BRICK CAPFOOTERTYPICAL 6' WALL SECTION4"x4"x12" UTIL. BRICK4"x4"x6" UTIL. BRICKFOOTEREND COLUMN WITH BRICK FINISHALL FOUR SIDES;STRUCTURAL DESIGN AND PERMITTINGBY OTHERSSECTION 'A'ACENTER COLUMN WITH BRICK FINISHALL FOUR SIDES;STRUCTURAL DESIGN AND PERMITTINGBY OTHERSSTANDARD BRICK CAPFOOTER4"x4"x12" UTIL. BRICK4"x4"x6" UTIL. 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Scott VandergrI i QAY_Nf armj ger Robert Frank DATE: February 5, 2015 Commissioners John Grogan, Distr-let 1 Rosemary Wilsen, District `? RuSt)T Johnsoa District 3 Joel. F. Keller, District 4 TO: Planning & Zoning Commission(Jo-cal Planning Agency) FROM: Michael Rumer, City Planner SUBJECT: Swatkowski (112 Lee Street) Annexation and Initial Zoning Project No(s): AX-04-12-34 & RZ-12-04-02 ROM .........._.......... Should the Planning & Zoning Commission recommend approval of the Annexation and Rezoning of the Swatkowski parcel? General Location: The subject property is located on the west side of 3st Street and approximately 170 feet north of the intersection of 3rd Street and E Silver Star Rd. Parcel Identification Number(s): 18-22-28-7900-06-006 Physical Address: 112 Lee Street Property Size: +1- 5.01 acres. Actual land use proposed land use and unique features of the subject property: The subject parcel has one existing Single -Family Residence. The Applicant is annexing into the City limits as a condition to receive city potable water connection. The future land use & requested initial zoning classification of the subject property: CURRENT PROPOSED Jurisdiction/Future Land Orange County / Agriculture City of Ocoee / Low Density Use -Joint Planning Area Residential Land Use Classification @ Less than 4 dwelling units/acre Jurisdiction/Zoning Orange County / "A-1" City of Ocoee / "A-1" Classification "Agriculture" "Agriculture" P&Z Meeting Date: February 10, 2015 Project: Swatowski Property Project Number(s): At-04-12-34 & RZ-12-04-02 The current future land use and zoning classifications of the surrounding properties: DIRECTION: CURRENT FUTURE LAND USE CURRENT ZONING North orange Count / Agriculture Orange County../ "A-1" East City of Ocoee / Low Density Orange County Residential South orange Count / Agriculture orange County/ "A-1" West City of Ocoee / Low Density Orange County / "R-1" Residential CONSISTENCY WITH STATE & LOCAL REGULATIONS: Annexation: With respect to State annexation criteria, Chapter 171.044 of the Florida Statutes grants municipalities the authority to annex contiguous, compact, non -circuitous territory so long as it does not create an enclave. The subject property is considered contiguous to the City of Ocoee since it bordered by property located within the City limits on the east and west side. Joint Planning Area Agreement: The subject property is located within the Ocoee -Orange County Joint Planning Area (JPA) and is being considered for annexation as outlined in the JPA Agreement. City staff is concurrently requesting rezoning of the property to R-IA (Single - Family Dwelling). Orange County has been notified of this petition in accordance with Section 171.044(6) FS and Subsection 13-A of the City of Ocoee -Orange County Joint Planning Area Agreement. Rezoning: City staff has requested a City of Ocoee zoning designation of A-1 (Agriculture), due to the nature of the existing uses on site. The A-1 zoning designation is consistent with the adopted future land use designation of Low Density Residential, as shown on the City of Ocoee & Orange County Joint Planning Area future land use map. Comprehensive Plan: The annexation is consistent with the Future Land Use Element Policy 2.5 that states in part, "The City shall consider requests for voluntary annexation into the City when those lands are logical extensions of the existing City limits, when services can be properly provided, and when proposed uses are compatible with the City's Comprehensive Plan the JPA Agreement and the City's Annexation Policy...." [Emphasis added]. The rezoning is consistent with Future Land Use Element Policy 1.15 that states in part, "The City may assign an initial zoning, after annexation, which is consistent with both the Future Land Use Map and the JPA Agreement..." _Annexation Feasibility & Public Facilities Analysis Report (See attached): Because the property is part of an enclave in the City, it already benefits from Ocoee Fire Rescue services via a joint "First Responder" Agreement with Orange County. P&Z Meeting Date: February 10, 2015 Project: Swatowski Property Project Number(s): AC-04-12-34 & RZ-12-04-02 Summary: The proposed annexation is a logical extension of the City limits, urban services can be provided, and the annexation meets state and local regulations. The land use and initial zoning are also consistent and compatible with surrounding properties. On February 3, 2015, the DRC met to determine if the proposed annexation and initial zoning was consistent with the City's regulations and policies. Discussion on the existing structures and uses ensued. The DRC proposed three conditions to recommending approval of the annexation: i) Provide documentation of environmental compliance to a past issue with Orange County EPD, ii) Have a minimum standards inspection, iii) Initial fire inspection. After the discussion on the three conditions, the DRC voted unanimously to recommend approval subject to the conditions. Based on the above analysis, DRC recommendation, and nature of reducing an enclave, Staff recommends that the Planning & Zoning Commission, acting as the Local Planning Agency, recommend approval of the Annexation of the +/- 5.01 acre parcel of land known as the Swatowski Property (112 Lee Street) with an Initial Zoning classification of "A-1". Attachments: Annexation Feasibility Analysis Location Map Surrounding Future Land Use Map; Aerial Map C C CITY OF OCOEE ANNEXATION FEASIBILITYANALYSIS CASE NUMBER: AX-04-12-34 & RZ-12-04-02 APPLICANT NAME: SWATKOWSKI PROJECT NAME: 112 LEE STREET. ANNEXATION AND REZONING This form is used to evaluate annexation requests to determine the feasibility of providing urban services to individual properties. Each department has filled in the appropriate section and the findings are summarized below. I. PLANNING DEPARTMENT Michael Rumer A. Applicant/Owner 1. Owner (if different from Applicant): Michael J. Swatkowski B. Property Location A 1. General Location: North side of Lee Street, 200 feet east of the intersection of N Kissimmee Ave and Lee Street 2. Parcel Identification Numbers: 18-22-28-7900-06-006 3. Street Addresses: 112 Lee Street 4. Size of Parcels: 5.01 Use l.naracterisucs 1. Existing Use: Single -Family Dwelling / Agricultural Commercial 2. Proposed Use: Single -Family Dwelling / Agricultural Commercial 3. Density / Intensity: N/A 4. Projected Population: 2 D. Zoning and Land Use 1. Orange County Future Land Use: Low Density Residential 2. Orange County Zoning: A-1 3. Existing Ocoee Future Land Use: Low Density Residential 4. Proposed Ocoee Zoning: A-1 NN Consistency 1. Joint Planning Area Yes 2. Comprehensive Plan: Yes FIRE DEPARTMENT 1. Estimated Response Time: 2. Distance to Property: 3 Minutes Distance from Station 25 (Bluford Ave) is 2 miles 3. Fire Flow Requirements: Residential Flow is 500 gpm POLICE DEPARTMENT 1. Estimated Response Time: 2. Distance to Property: 30 seconds for emergencies Distance from Police Station is Approx. 3 miles. 3. Average Travel Time 4 minute normal drive time Page 1 of 3 Applicant Name: Michael J. Swatkowski Project Name: 112 Lee Street Annexation and Rezoning Case #: AX-04-12-34 / RZA 2-04-02 IC VALUE Michael Rumer rty Appraiser Taxable Value: $70,301 ffPropeirtyAppraiser Just Value $70,301 ated City Ad Valorem Taxes: $400.00 4. Anticipated Licenses & Permits: N/A 5. Potential Impact Fees: N/A 6. Total Project Revenues: N/A V. BUILDING DEPARTMENT ivuunaci r�ui C 1. Within the 100-year Flood Plain: No David Wheeler, P.E. VI. UTILITIES A. Potable Water 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: Yes 3. Extension Needed: 4. Location and Size of No 6" Water Main on Lee Street. Property will connect via Nearest Water Main: a 2" inch line. W 0 Sanitary Sewer 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: No 3. Extension Needed: No 4. Location and Size of N/A Nearest Force Main: 5. Annexation Agreement Needed: No, Applicant will use on -site septic. Other 1. Utility Easement Needed: 2. Private Lift Station Needed: No No 3. Well Protection Area Needed: No TRANSPORTATION Michael Rumer 1. Paved Access: No 2. ROW Dedication: No 3. Traffic Study: No 4. Traffic Analysis Zone: 549 Page 2 of 3 go Applicant Name: Michael J. Swatkowski Project Name: 112 Lee Street Annexation and Rezoning Case #: AX-04-12-34 / RZ-12-04-02 . PRELIMINARY CONCUIRRENCY EVALUATION Michael Rumer At this time, adequate transportation capacity exists. A. Transportation: At this time, adequate park/recreation capacity exists. B. Parks /Recreation: At this time, adequate water/sewer capacity exists. C. Water / Sewer: N/A D. Stormwater: At this time, adequate solid waste capacity exists. E. Solid Waste: No impact fees will be assessed. F. Impact Fees: IX. SITE SPECIFIC ISSUES All Departments The subject property is located on Lee Street and is unpaved. Further access is from N Kissimmee Ave and is unpaved. X. CONSISTENCY WITH STATE REGULATIONS: Michael Rumer This property is contiguous with the City Limits and will reduce the area of an enclave; therefore this annexation is consistent with CH. 171.043 (1) & (2), Florida Statutes. Page 3 of 3 Swatkowski Location p n1wrism,'11, mm ve ONE-0-Ili F ®� Swatkowski Annexation Future Land Use Map Gentec of Good Lt�� Ocoee RRRRRCommunity Development Department 1 inch = 563.509058 feet 17537.5 0 175 350 525 Feet Printed: Jan. 2015 13Subject Property Unincorporated Territory ® and Other Municipalties Low Density Residential Medium Density Residential High Density Residential Professional Offices and Services Commercial Light Industrial Heavy Industrial Conservation/Floodplains Recreation and Open Space Public Facilities/Institutional Lakes and Water Bodies x. w,., y ;. �. �. 1 �� .. � � ;, � �� • �c • ;ylayor S. Scott Vaiadergrif`t City T Icanager Robert Frank DATE: February 5, 2015 Commissioners Jolin Grogan; District 1 Rosemary)ffil.sen, District. 2 Rusty PJolinson, District 3 Joel F. Feller, District 4 TO: Planning & Zoning Commission, Local Planning Agency) FROM: Michael Rumer, City Planner SUBJECT: Chaudhry and Angard — 1102 East Silver Star Rd Annexation Project No(s): AX-07-14-46 ISSUE: Should the Planning & Zoning Commission (LPA) recommend approval for the annexation of the Chaudhry and Angard property? General Location: The subject properties are located on the west side of 2nd Street and east side of Whittier Avenue, fronting E Silver Star Road. Parcel Identification Number(s): 17-22-28-3624-01-230, 17-22-28-3624-01-210, 17-22-28- 3624-01-200, 17-22-28-3624-01-190 Physical Address: 1102 E Silver Star Rd Property Size: +/- 0.75 acres. Actual land use proposed land use and unique features of the subject property: All six parcels are vacant. The future land use classification of the subject property: CURRENT PROPOSED Jurisdiction/Future Land Use -Joint Planning Area Land Use Classification Orange County / Low Density Residential @ Less than 4 dwelling units/acre City of Ocoee /Office Professional P&Z Meeting Date: February 10, 2015 Project: Chaudhry and Angard —1102 E Silver Star Rd Annexation Project Number(s): AX-07-14-46 The current future land use and zoning classifications of the surrounding properties: DIRECTION: DIRECTION: CURRENT FUTURE LAND USE CURRENT ZONING City of Ocoee / Office Orange County / "R-1" Professional East City of Ocoee / Commercial Ocoee / "C-1" South City of Ocoee / Low Density Ocoee / "PUD Low Density" Residential West Orange County / Low Density Orange County / "R-1" Residential Annexation: With respect to State annexation criteria, Chapter 171.044 of the Florida Statutes grants municipalities the authority to annex contiguous, compact, non -circuitous territory so long as it does not create an enclave. The subject property is considered contiguous to the City of Ocoee since it is bordered by property located within the City limits on the north, south and east. Joint Planning Area Agreement: The subject property is located within the Ocoee -Orange County Joint Planning Area (JPA) and is being considered for annexation as outlined in the JPA Agreement. Rezoning: The parcels will retain Orange County zoning upon annexation. Comprehensive Plan: The annexation is consistent with the Future Land Use Element Policy 2.5 that states in part, "The City shall consider requests for voluntary annexation into the City when those lands are logical extensions of the existing City limits, when services can be properly provided, and when proposed uses are compatible with the City's Comprehensive Plan the JPA Agreement and the City's Annexation Policy...." [Emphasis added]. The rezoning is consistent with Future Land Use Element Policy 1.15 that. states in part, "The City may assign an initial zoning, after annexation, which is consistent with both the Future Land Use Map and the JPA Agreement..." Annexation Feasibility & Public Facilities Analysis Report (See attached): Because the property is part of an enclave in the City, it already benefits from Ocoee Fire Rescue services via a joint "First Responder" Agreement with Orange County. Summary: The proposed annexation is a logical extension of the City limits, urban services can be provided, and the annexation meets state and local regulations. P82 Meeting Date: February 10, 2015 Project: Chaudhry and Angard s 1102 E silver star Rd Annexation Project Number(s): AX-07-14-46 On February 3, 2015, the DRC met to determine if the proposed annexation was consistent with the City's regulations and policies. When the discussion was finished, the DRC voted unanimously to recommend approval of the annexation for the Chaudhry and Angard property. Based on the above analysis and the subsequen that the Planning & Zoning Commission, acting approval of the Annexation of the +/- 0.75 acres Angard parcels. Attachments: Annexation Feasibility Analysis Location Map Land Use Map Aerial Map t DRC recommendation, Staff recommends as the Local Planning Agency, recommend parcel of land known as the Chaudhry and C CITY OF OCOEE ANNEXATION f. CASE NUMBER(s): AX-07-14-46 APPLICANT NAME: CHAUDHRY AND ANGARD PROJECT NAME: 1102 E SILVER STAR RD This form is used to evaluate annexation requests to determine the feasibility of providing urban services to individual properties. Each department has filled in the appropriate section and the findings are summarized below. I. PLANNING DEPARTMENT Michael Rumer, City Planner A. Applicant/Owner 1. Owner (if different from Applicant): G. Nasim Chaudhry and Dave Angard 1. General Location: The subject property is located on the west side of 2" Street and east side of Whittier Avenue, fronting Silver Star Road. 2. Parcel Identification Numbers: 17-22-28-3624-01-230, 17-22-28-3624-01-210, 17- 22-28-3624-01-200, 17-22-28-3624-01-190 3. Street Addresses: 1102 E Silver Star Rd 4. Size of Parcels: Total +/- 0.75 acres use Vnaractenstics 1. Existing Use: Single -Family and Vacant 2. Proposed Use: Single -Family Residential Development 3. Density / Intensity: Not to exceed 4 dwelling units/acre 4. Projected Population: 12 D. Zoning and Land Use 1. Orange County Future Land Use: Low Density Residential 2. Orange County Zoning: R-1 3. Existing Ocoee Future Land Use: Professional Office 4. Proposed Ocoee Zoning: Orange County R-1 consistency 1. Joint Planning Area Yes 2. Comprehensive Plan: Yes FIRE DEPARTMENT Interim Chief T. Hoover 1. Estimated Response Time: 4 Minutes 2. Distance to Property: 2 Miles 3. Fire Flow Requirements: N/A III. POLICE DEPARTMENT Chief Charlie Brown 1. Estimated Response Time: 1 Minute 2. Distance to Property: Approx. 2 miles. Page 1 of 3 Applicant Name: Chaudhry and Angard Project 1102 E silver Star Rd Case #: AX-07-14-46 3. Average Travel Time 4 minutes ECONOMIC VALUE Michael Rumer, City Planner 1. Property Appraiser Taxable Value: Four Parcels at $14,000 each, $84,000 2. Property Appraiser Just Value Same as above. 3. Estimated City Ad Valorem Taxes: $500 4. Anticipated Licenses & Permits: Unknown 5. Potential Impact Fees: Unknown 6. Total Project Revenues: Same as above. V. BUILDING DEPARTMENT Michael Rumer, City Planner 1. Within the 100-year Flood Plain: No VI. UTILITIES David Wheeler, P.E. A. Potable Water 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: Potable Water 3. Extension Needed: Yes 4. Location and Size of Six Inch Line on 2" Street Nearest Water Main: B. Sanitary Sewer 1. In Ocoee Service Area: 2. City Capable of Serving Area: 3. Extension Needed: 4. Location and Size of Nearest Force Main: 5. Annexation Agreement Needed: C Yes No Yes Six Inch Force on south side of Silver Star Rd No Other 1. Utility Easement Needed: 2. Private Lift Station Needed: Yes No 3. Well Protection Area Needed: No Page 2 of 3 Im Applicant Name: Chaudhry and Angard Project 1102 E silver Star Rd Case #: AX-07-14-46 TRANSPORTATION Michael Rumer, City Planner 1. Paved Access: Yes 2. ROW Dedication: No 3. Traffic Study: No 4. Traffic Analysis Zone: 568 . PRELIMINARY CONCURRENCY EVALUATION Michael Rumer, City Planner At this time, adequate transportation capacity exists; however, this condition A. Transportation: may change and will be subject to a concurrency evaluation during the subdivision plan approval process. At this time, adequate park/recreation capacity exists; however, this condition B. Parks / Recreation: may change and will be subject to a concurrency evaluation during the subdivision plan approval process. At this time, adequate water and sewer capacity exists; however, this C. Water / Sewer: condition may change and will be the subject to a concurrency evaluation during the subdivision plan approval process. The applicant will be required to handle the stormwater on -site, according to D. Stormwater: the City Code and the regulations of the St. John's River Water Management District. At this time, adequate solid waste capacity exists; however, this condition may E. Solid Waste: change and will be the subject to a concurrency evaluation during the site plan approval process. F. Impact Fees: Actual impact fees will be calculated during issuance of a Building Permits. The lots are vested from School Concurrency. G. Public School IX. SITE SPECIFIC ISSUES Michael Rumer, City Planner All six lots are currently undeveloped. X. CONSISTENCY WITH STATE REGULATIONS: Michael Rumer, City Planner This property is contiguous with the City Limits and will reduce the area of an enclave; therefore this annexation is consistent with CH. 171.043 (1) & (2), Florida Statutes. Page 3 of 3 C jSilverd Annexation Location Map m Lm w F m m 010MMEMESH 19 Chaudry & Angard - 1102 E Silver Star Rd Annexation Future Land Use Map �recepter of Good Z, A./ C Ocoee Community Development Department 1 inch = 315.637018 feet 10050 0 100 200 300 Feet Printed: Jan. 2015 13Subject Property Unincorporated Territory ®and Other Municipalties Low Density Residential Medium Density Residential High Density Residential Professional Offices and Services Commercial Light Industrial Heavy Industrial Conservation/Floodplains ® Recreation and Open Space Public Facilities/Institutional Lakes and Water Bodies NVOYM �4k c N A. C. 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