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HomeMy WebLinkAbout08-10-2010 Agenda Packet�__—4:'--_ , Mayor S. Scott Vandergrift Citv Manaeer Robert Frank August 10, 2010 IV V kylI CALL TO ORDER PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) ITel A.L71 A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum CONSENT AGENDA A. Minutes of the Planning and Zoning Commission Meeting held July 13, 2010 OLD BUSINESS NEW BUSINESS A. STOR KWIK PUBLIC HEARING 1. Large Scale Preliminary / Final Site Plan B. HEALTH CENTRAL II (3723 Old Winter Garden Rd) PUBLIC HEARING 1. Annexation 2. Rezoning C. HEALTH CENTRAL III 1. Rezoning D. EDDIE W. TURNER (3750 Jane St) 1. Annexation E. WASTEWATER FACILITY PLAN 1. Comprehensive Plan Amendment F. DEEPER LIFE ASSEMBLY CHURCH 1. Annexation MISCELLANEOUS A. Project Status Report B. August Calendar ADJOURNMENT OAP & ZWgendas\2010\August 10, 2010 P & Z Agenda.doc PUBLIC HEARING PUBLIC HEARING PUBLIC HEARING PUBLIC HEARING Commissioners Gary Hood, District 1 Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 7:00 PM SENIOR PLANNER HOWELL PRINCIPAL PLANNER RUMER PRINCIPAL PLANNER RUMER PRINCIPAL PLANNER RUMER PRINCIPAL PLANNER RUMER PRINCIPAL 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. City of Ocoee • 150 N Lakeshore Drive • Ocoee, Florida 34761 plione: (407) 905-3100 • fax: (407) 656-8504 • www.ci.ocoeeftus ITEM NUMBER II. A. Minutes of the Planning and Zoning Commission Meeting held on July 13, 2010 MINUTES OF THE PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY MEETING HELD TUESDAY, JULY 13, 2010 CALL TO ORDER Chairman Campbell called the meeting to order at 7:04 p.m. Following a moment of silent meditation and the Pledge of Allegiance to the Flag, a quorum was declared present. PRESENT: Chairman Campbell, Members De La Portilla, McKey, Sills, and West. Also present were Assistant City Attorney Watson, Deputy Development Services Director Wagner, and Deputy City Clerk Sibbitt. ABSENT: Vice Chair Golden and Member Morris were absent excused. Members Conkling and Dillard were absent unexcused. CONSENT AGENDA Minutes of the Planning and Zoning Commission Meeting held on Tuesday, June 8, 2010. Member West seconded by Member Sills. moved to acceot the Minutes of the June 8. 2010. Plannina and Zonina Commission meeting. Motion carved unanimously. OLD BUSINESS — None NEW BUSINESS HEALTH CENTRAL —ANNEXATION AND REZONING Deputy Development Services Director Wagner gave a brief overview of the proposed annexation & rezoning further adding that he has also personally been able to work diligently with Health Central because it is in the CRA Overlay. The annexation of these parcels will give the City the chance to work with the hospital on looking at their entire piece of property. Deputy Development Services Director Wagner further explained how the Overlay works and how the zonings could be mixed and matched giving everyone a tremendous amount of flexibility. DISCUSSION Member McKey stated the only concern he had was regarding the Conservation portion by Hwy 50 but he does understand how it dovetails now with the overall scheme. Deputy Development Services Director Wagner stated it is not very likely that anybody will be able to mitigate those wetlands and actually develop them. He further stated that the 100-year floodplain also comes across Hwy 50 but the advantage is that all that land area around there that is not water can be Planning and Zoning Commission Meeting July 13, 2010 used in the calculation of floor area ratio. Chairman Campbell inquired if there may also be an opportunity for recreation to be passed on to that piece so that there may be a walking corridor or something recreational. Deputy Development Services Director Wagner stated it just depends on the topography. Member de Is Portilla inquired if the property to the north was owned by the hospital as well and if they had plans to develop that land into some sort of workforce housing. Deputy Development Services Director Wagner stated that it is a possibility and gave several examples of housing types they could possibly build in that location. The Public Hearing was opened. Todd Duncan, Administrator of Facilities, Health Central, briefly spoke in favor of the CRA Overlay process and how they are excited about the upcoming opportunities. The Public Hearing was closed. Member McKay stated in an effort to conserve as many trees on that property as they can, he would like to see their design and conceptual plan show parking spaces at every building like the Seventh Day Adventist Florida Hospital is doing. He further stated he would like to also see more green space to help absorb some of the water run off. Member West commented on how beautiful the crape myrtle trees are out at Health Central. Member Sills. seconded by Member West moved to recommend aooroval of the Annexation and Rezonina for Health Central Ax-06-10-22 & RZ-10-06-05. Motion carried unanimously. MISCELLANEOUS Deputy Development Services Director Wagner stated in their packet they can find the upcoming project updates and calendar. He further announced the CRA is also working with the hospital on a streetscape project on Blackwood Avenue. He further stated it would entail additional landscaping and adding some trees along the road by the hospital. He further presented a draft of the new city LED icon that the City is considering to put at some of their entrance points into the City. Deputy Development Services Director Wagner also announced that the City is supporting the Central Florida Film Festival which will take place over Labor Day weekend. He stated that he encourages everyone to go since they use the local theater on Maguire Road. They will use this event to help the City get some exposure by handing out material or giveaways. Planning and Zoning Commission Meeting July 13, 2010 Chairman Campbell further expressed some concerns with the lighting at the Wal-mart since they have had several muggings. Deputy Development Services Director Wagner stated that lighting fixtures over time will lower in intensity but he can look into it. ADJOURNMENT The meeting adjourned at 7:30 p.m. Attest: F-MilifflelvL011 Melanie Sibbitt, Deputy City Clerk Bradley Campbell, Chairman ITEM NUMBER IV. A. PUBLIC HEARING STOR KWIK LARGE SCALE PRELIMINARY/FINAL SITE PLAN Mayor S. Scott Vandergrift Citv Manager Robert Frank STAFF REPORT TO: The Planning & Zoning Commission FROM: Bobby Howell, MPA - Senior Planner THROUGH: Craig Shadrix, Development Services Director, . DATE: August 10, 2010 RE: Stor Kwik - Large -Scale Preliminary/Final Site Plan LS-2010-001 Commission District 3- Rusty Johnson ISSUE: Commissioners Gary Hood, District 1 Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 Should the Planning & Zoning Commission recommend approval for the Large -Scale Preliminary/Final Site Plan Stor Kwik? BACKGROUND: The subject property is located on the southwest corner of the intersection of State Road 50 and Westrun Road. More specifically the property is Lot 1 of the West 50 Commercial Subdivision. The table below references the future land uses, zoning classifications and existing land uses of the surrounding parcels: Direction Future Land Use North Commercial East Commercial South Commercial West Public right-of-way DISCUSSION: Zoning Classification C-3 (General Commercial) C-3 (General Commercial) C-3 (General Commercial) None — SR 429 Existing Land Use Mainheim Auto Auction Lot 2, West 50 Commercial Subdivision "Tract A", West 50 Commercial Subdivision retention pond SR 429 The Large -Scale Preliminary/Final Site Plan for Stor Kwik proposes the construction of a 41,225 • square foot self -storage facility with associated retail units on the front facade of the main building. The storage facility will consist of a total of six buildings, with the main building noted as Building "A". August 10, 2010 Planning and Zoning Commission Page 2 This building is proposed as a three-story climate -controlled self -storage use with the front fagade consisting of three retail units, and two office spaces which will be utilized by the storage facility. The remaining buildings, "B — F" will be provided in the rear of the site away from visibility on State Road 50. These buildings are proposed as one-story non -climate controlled storage buildings. These buildings will be shielded by the landscape buffer that will be provided on Westrun Road and will be on a portion of the site that is only accessible to tenants. The applicant has worked with staff to preserve as many existing trees as possible on site. On the southwest corner of the site a drive aisle was designed in a fashion to preserve a cluster of Oak trees with diameters ranging from twelve to twenty-four inches. The plan is consistent with all applicable provisions of the Land Development Code except for those where the applicant is seeking a waiver from. WAIVER REQUESTS In order to proceed with review of the Large -Scale Preliminary/Final Site Plan, the applicant has requested one waiver from the requirements of the Land Development Code. The City Commission has sole discretion to approve waivers from Code requirements based upon four criteria: 1. If the project is part of an integrated and master planned development; 2. If the project is compatible with surrounding developments; 3. If the project imposes no impacts on City infrastructure greater than that generated by other uses normally permitted in the underlying zoning districts; and /or, 4. If the project provides an offsetting public benefit which is technically sound and measurable. The waiver that is requested is to Section 6.10 B (4) (A) of the Land Development Code. Section 6.10 B (4) (A) requires a 4:1 replacement ratio of all protected trees on a development site. The applicant conveyed to staff that this waiver was being requested since the required replacement trees could not adequately be provided on site. A total of 108 new trees are being provided on site in accordance with the landscape requirements of the Land Development Code. An examination of the landscape plan confirms that there appears to be no additional space remaining on site to provide the requisite replacement trees. The applicant is proposing a replacement ratio of 1:1, or 25-percent of the required ratio. This amounts to 26 replacement trees that will be provided on site. The applicant has justified this waiver request by stating the total number of protected trees prior to development is 38 trees. The required number of trees equals 47 shade and 65 understory trees. The number of trees to be provided equals12 existing and 51 shade and 75 understory trees. The total number of trees after development will be 138 trees. Staff recommends approval of the aforementioned waiver request since the applicant worked with staff to preserve as many existing trees as possible on site. On the southwest corner of the site, a drive aisle was jogged in a fashion to preserve a cluster of Oak trees with diameters ranging from twelve to twenty-four inches. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION; The Development Review Committee (DRC) met on July 29, 2010 and reviewed the applicant's request. The applicant was notified of several outstanding issues that had yet to be resolved. August 10, 2010 Planning and Zoning Commission Page 3 The applicant raised concern in regard to the City's 4:1 tree replacement requirement, stating that all required replacement trees would not be able to be placed on the property. It was suggested to the applicant to apply for a waiver to permit a tree replacement ratio of 1:1, instead of the Land Development Code required 4:1 ratio. No additional concerns were addressed, and the DRC voted unanimously to recommend approval of the Large -Scale Preliminary/Final Site Plan for Stor Kwik. STAFF RECOMMENDATION: Staff respectfully recommends that the Planning and Zoning Commission recommend approval of the Large -Scale Preliminary/Final Site Plan for Stor Kwik, including the waiver request. Attachments: Location Map Future Land Use Map Zoning Map Large -Scale Preliminary/Final Site Plan 73 Stor Kwik Self -Storage Location Map W v m 0 Colo t � I I ! Story I I 1 l! Floridas Turnpike arms Tomyn Be ha II Stor Kwik Surrounding Future Land Use Mal Ocoee Community Development Department 1 inch equals 651.5006 feet 225112_5 0 225 450 675 Feet Cf) Printed: August 2010 Subject Property Unincorporated Territory Mand Other Municipalties 0 Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) --- - --- Single-Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3 Mobile Home Subdivision (RT-1) Professional Offices & Services (P S) Neighborhood Shopping (C-1) Community Commercial (C-2) General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) =General Industrial (1-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) M Public Use (PUD) X/�/, Unclassified Lakes and Water Bodies Floridan Turnpike LDR it T R Ocoee community Development Department 1 inch equals 65 1.5006 feet 225112,50 225 450 675 Feet Printed: August 2010 Stor Kwik Surrounding Zoning Mal U) 5 13Subject Property Unincorporated Territory and Other Municipalties 0_ Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) Neighborhood Shopping (C-1) n,,5E,;,4 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) Nigh Density (PUD) Public Use (PUD) Unclassified Lakes and Water Bodies Floridan Turnpike ___ R-1A Toren I_IW SI DER x AR AL STE A F 0 L.. m sk0 ICI 1 r STORY RD SITE j-_ W COLONIAL OR f'RClk ESS OIL Z PI4 P �gg LOCATION MAP 7 PENN # SEu. 50 TWP. 22 S RGE. 28 E PERMIT DATE T- ��. LML17Y COMPANIES I S- EI_L- TRICAL -' DER. PROGN E ENERGY 45") E. CROWN POINT R�Fj, � II TF " `ARaEN, FI_.0 I ,� 7_. I)EFF ZAIHAR I "i �...'_ p - - - .— —�—, a ✓ff _ — L, PROJECT DIRECTOW. INDEX OF SHEETS - t I t' �a.6 _ I`ELf STORAGE INC. .E" J 5125 f . NI'� 4 .... � _.. ._s .... DESCRIPTION 4_iR_ U✓ _'I Ia OWNER: . , FLORIDA �4VVITS" t ARD[ 1I IAL,� R 0 CCILONIAL/SR 5Q _ _ COVERSHEET STCRAGE g pp � p pp `�' E PE I` i C '�; I �,-' : . I 9 �' 0 Y — I _ 5 5 6 \ t�.� C �d �...+6t � VR ,2 CONDITIONS OF APPROVAL —'RLANDOAj i — — — I,ICHARD N EAti FN' ,`3 GENERAL NOTES `� �, t ✓ I 0 9 W_ E MAl : ` RVEY SHEET 1 OF 1 p I l ~_N(-' IEf.rI G CO, 5 TREE PRESERVATION PLAN .-- , ENGAN CIVIL I . DISTRIBUTION:7: F 70?6 MASTER PLAN I ,IhR . rsl E I. �T_ ----OtEE is GRIDA .b47y4 FLORIDA TURNPIKE R ®1 r d7 7NVATER, POLLUTION PREVENTION PLAN n L"MA GEOMETRY �I # PLAN - SITE 1800 A,D, tvfl 6 R[). SURVEYOR: EY R: AGGLNRIGHT ' �`RL,41\I , II�NG. 0 'C, pEE, r N GRID A 13 1 ti : dye,,® _'COMPOSITE UTILITY PLAN ...a___-._—,____ _ .._..�.,_,. .-,�._.__.. 1 42B d w "� GRADING & DRAINAGE PLAN SR — ------ `y � l 1 3 CALB P .. _. , 'INIT' MA" F AIL: CC sur`a f I b IR. n 4l I� rat I 12-13 PAVING & DRAINAGE STANDARD DETAILS „ r E w I_G R I CAA ---__- a -_ (407) 13 2 — a' pd)0u T UNIVERSAL ENGI6,,IE I'I11G, "'IFINCE , INC, 14 WATER DISTRIBUTION STANDARD TAILS -- __ JISRY e, S -- 'c'0m f. IAPPROVED WAIVER LIST 3 �iAGN u - — RLAND , FLORA A ��2 „ ®' ,.„' ,�� ,. �,, A SEWER .15 SANITARY fit_ --- T# PHONE: - _ - -- — �I T T T� ,j_ 20 Nk1I RI 537. LANDSCAPE BUFFER ALLOW 10' UTILITY EASEMENT LOSS OF PROPERTY TO FDOT � � ' � [u6 � LANDSCAPE r MIN, 25 EMAIL: ril'�"7 E :� LIB °o rt.:,,� ALONG ALL PARCELS WITHIN REQUIRED DUFFER ROk RI m,I I. q E.,IA IFICATIONS —•__�_.a�� _ - — —_ -- --- - - f' — 0 f;k4 7PROVIDE SIGN FACE FOR LIGHTING ENGINEER: ALEX PIPER, [DF SHARED GROUND SIGNS LIMITED TQ72 aI I IRRIGATION PLAN SRFORU25EURSSERS AND 1( UNRELATED BUT ADJQINiNG LN"W"i;� �R. 1GG IL' 7 iQ S.F. FOR 2 USERS AND 100 PROPERTY OWNER WITH ACCESS I _ )'5' I f ey' S.F. FOR OR MORE USERS OFF SHARED ACCESS ROAD FOR ALES N'II f I kl:r' a SAFETY PHONE: 407) 4,. ` *EXPRESSWAY BUILDING CITY REQUESTED ADDITION OF � � z � M,. EXPRESSWAY BUILDING SETBACK, 75 SETBACK 15 FEET MIN, FROM 3,500 F OF SHOPPING CENTER � ^ }; E FAQ: 43 � � �.a.._,�5 FEET FROM ROW LINE ROW LINE TO CORNER CLIP PER W/PARKING IN A/C STORAGE EMAIL: ON X i� r �� � .1r�1 II. ���ra� SITE PLAN BUILDING FACING HWY 50, _ *SELF -STORAGE — 40% INCREASE OF GREEN / OPEN /-.--_•P� _...___.____. _ ___ ._ —3 BUILDING COVERAGE 30BUILDING CQVEREAGE PERVIOUS AREA TO 30% - - - .�..__ a.•.._.__... — _------- _ VERSUS Zfl .•,-__-- - -,----__.,__.._-- ��','�'.:. <' 4EDED BY SECOND AMENDMENT TO ANNEXATION AND DEVELOPMENT AGREEMENT AS APPROVED BY OCOEE CITY PROPEMY ADDRESS.' u,ICI i k, OIL TRAY 19, 2009. PIC�4k k'kal. (,; QI_ONIAL DRIVE ADDITIONAL .- E ),T CURRENT STANDARD -- STANDARDJUSTIFICATIONTHE TOTAL NUMBER OF PROTECTED TREES PRIOR TO DEVELOPMENT 1S ,3S ALL PROTECTED TREES SHALL I I R w PRI T __GTEO $ALES, IDENTIFIED BY THE STAFF TREES, THE REQUIRED NUMBER OF TREES = 47 SHADE AND 65 �Q� )RESTER SHALL BE REPLACED AT A FOUR TO BE REPLACED AT A MINIMUM OF UNDERSTORY TREES, THE NUMBER OF TREES TO BE PROVIDED = 12 ^'irr RAI��`- A? T EXPENSE OF THE DEVELOPER. 51 SHADE AND 7 UNDERSTQRY TREES. THE TOTAL NUMBER E EXPENSE OF THE DEVELOPER, A ONE TO ONE RATIO AT THE EXISTING AND cT WILL BE 138 TREES. OF TREES AFTER DEVELOPMENT 3 K __OT 1 E l 50 COMMERCIAL SURDIVISION, �k,� r,,R,;, a,-, w�- — _ _�.� — _ �_._- � A M E R I C N C-1 � _ I `A' TNFECF. RECORDED III PLAT E'QQK 7«_pp 'rG� ► r "k vf ti R'_.O RD"', ORANGE C': �JNlY, PLORIDA, -. PREPARED FOR:�"NGJN' E RING C u"N " . R 207 N. MOSS ROAD, SUITE 211 WINTER SPRINGS, FLORIDA 32703 Q /o4/2 1 Q REVISED PER CITY OF OCOEE TF15 PHONE: (407) 327--7700« 07) 32' i -iI227 NCO 07/30/201 Q REVISED PER CITY OF OCOEE SCM TF# Q 22/2 1 Q REVISED PER CITY OF OCOEE :3CR S _ CERTIFICATE OF AUTHORIZATION NO,: 00008729 03/19/2010 REVISED PER CITY OF OCOEE SCIV TI13 a`t_'eTRA N,NCY'4a°=, $TOR KWIK CONDITIONS OF APPROV.AL, I The City of Ocoee is subject to the terms, provisions and restrictions of Florida Statutes Chapter 163 concerning moratoria on lhe issuance of building permits under certain circumstances- The City has no lawful authority to exempt any private entity, or itself, from the application of such state legislation and nothing herein should bit construed as such an exemption. 2. This Project shall be developed in (pile phase. 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 thi3 Plan, development of this project shall be consistent with the requirements of the City of 1)coee Code, 5. Nothing herein shall be construed to waive any provision of the Land Development Code except to the extent expressly set forth on as w6ver table or explicitly set out on this Plan. 6. To the extent the Plan and/or, these. Conditions of Approval conflict with the City of Ocoee Land Development Code, the provisions of this Plan and these Conditions of Approval shall control. 7. This project shall comply with, adhere to, and not deviate from or otherwise conflict with any verbal or written promise or representation made by the Owner/Applicant (or authorized agent thereof) to the City Commission at any public hearing where this project was considered for approval, where such promise or representation, whether oral or written, was relied upon by the City Commission in approving the project, could have reasonably been expected to have been relied upon by the City Commission in approving the project, or could hove reasonably induced or otherwise influenced the City Commission to approve Irte project. For purposes of this Condition of Approval, a "promise" or "representation" shall be deemed ilc have been made to the City Commission by the Owner/Appl icon t (or authorized agent thereof) if it was expressly made to the City Commission at a public hearing where the project was considered for approval. 8. Any damage caused to fi,iy public meads as a result of the construction activities related to the project or any portion thereof shall be promptly repaired to the applicable government standards at the sole cost and expense of the owner of the portion of the project being developed in connection with such construction octivities, 9. There shall be no access from the property to any public streets except at the approved locations shown on the approved Plan. 10. A perpetual, non-exclusive easerrictrit for access over all internal roadways and paved areas is hereby granted in favor of the City of Ocoee and other applicable authorities for low enforcernent, fire, and other emergency services, The City may require the Owner execute an instrument documenting the foregoing, 11. Existing trees 8' or target- (other than citrus trees or 'trash' trees) located along proposed locations of buffer walls or road right. -of --way lines will be preserved if at all possible, the buffer walls and roads Will be designed around those trees to, incorporate them into required landscape buffers and as street will br mcintained as much as possible to preserve existing protected trees. 13, No per---:,- s-- land cle�oring or the removalof any protected trees without first obtaining a permit from tree_5L,, The removol of protected trees shall be minimized to the maximum extent possible r tfaorization shall be granted to remove a tree if the Developer has failed to take reasonable measutE3 c preserve the trees on site. is The Developer shall protect nrid prover,any disturbance, siltation, or otiaer construction within the cori!;ervatllon areas inside the 100-year flood elfivotion. 71,c-se ,-.reos cre to, be fenced off during constn,ct':­ ord silt fer,;eq instolled to eliminate any possible disturbance in those areas during con S t t',o, 7, 15. The Developer shall rion-r ly tyl'h oil requirements cif the City and other governmental entities with jurisdiction to protect lhf-, wle,7.larid-, :)eIng preserved and to prevent any disturbance, siltation, or other construction below the ti,:Aural wetiond lines. Further, the areas below the natural wetland lines shall t t rr be fe,iced of lanc c�,I* si�rjll be installed) durJ­. act;�vTes ' rred4,tety adjacent !a the wetlands, in order t,- mlnimizp disturbances of the wetionds during construction, I& Welland and existing surlace water rnpact for this property is regulated by St. Johns River Water Management District rind the Florida Department of Environmental Protection ("FDEP"). General or Individual 1perrnis ,are -e,�u�-ed from these agencies prior to commencement of construction. 17. All landscape areas will 1:1e lirigoted and will have automatic rain sensors. 18. Reclaimed water will be °.tsed for irrigation purposes, if cr,-,ci;cb;e, 19, The Developer shall be riisporsible for installing reuse fines along with the other site infrastructure. At such time as reuse eia"e, is avoiii", e to the property, the Owner shall be responsible for connection to the reuse system inis 20. All on-s!ite utilities inrm ring alectric3l, cable TV and te:'ephone shall be placed underground. 21, All exisUrg str5.--tures (including buildings, power lines, exlsltira c,=rial and utility facilities) and Progress Energy, ec-sements will be removed int/o- terminced pr�,,- 'r, c, diurl'lra construction of the development replacing those uses. 22. Each fire hydrant shall 1:s Q: HA "eW7v� color and a b'je refie-ItIve rarker shall be affixed to the street in the center of the 10 each hydrant. 23. The Developer shall curb cuts to! erable access romps at oli rights -of -way intersectlons (crd llreC'3 IS ri!asonotiy required) in order to accommodate access to sidewalks and sVeet-_ (-,r cers-Ins Nho are in *heelc�°*s and other persons who are physically challenged, and Americans with ClisabilitieE Act c1­41D,V) requirements. When sidewalks are at certoir crrner locrtivns, tie sidewalks will bee extended to the curb and the appropriate romps will then be coristructed. The orcpedty owners association will be responsible for the continued maintenance of all streets arid sidewalks :fi accordance will all ADA requirements that may now or hereinafter be applicable to the pro ' ject. 24. Parking shall be provided in accordonce with the Clty of Ocoee '-and Development Code. 25. All building pad elevations shrill exc,ied the 100-year flood elevation by a minimum of two (2) feet. 26. The property is subject. :o that certain [)erlaration of Co' ercnts, Condlt�ons and Restrictions for West 50 Commercial Sub&ils-°cn, tecorded in �,Y;ciol Records Eook 9477, Page 2461, Public Records of Orange County, :ps s,,ch i-tstruiren- may frorm tirre to t,;rne be amended, supplemented or modified. 27. The property is I:o '!gat certo,rl Ar,*exotion ond Development Agreernent recorded in Official Records Book 9290, 165, Pubiic Pe: -ids of Oronge Count",, Fiorito as such interest may from time to time be FlApplervorted cr modified (the "Deveiop1ment Agreement"). 28. All commercic' Lot use_t she ccrfirrn to tt-e Master Archftecturc:, Signoge, Lighting and Landscape Package Plans for th,, Pa,est 50 Subdivision as provided in Conjunction with the site plan approval for '' - ot 4 thet?of, 29. The Owner cgrees not i,o undeiioc ,,e ainy development Wth',n the -Frontage Strip" (as defined in the Development Aareement), All sett buffer reauirements fcr the development of the Property will be measured 47Lnn the coouthern I 'Ord of the Frontage Strip, Notwithstan6rq the conveyance o! ne P,ontaq e Strip to FDOT:, tile Owner will continue to maintain and keep in good repolir the FroiIage :,,rFp urt] such time that FDOT begins construction of right-of-way improvements on the I:r rontcv,-[e Sf-ir < Q an C> C) 0 0 < E co (n 1:4 U C) 0 C\2 _J 0 0— CL ck� U_ 0 _J (D LL_ Cf) LIJ CD 0 0 U 0 10 OMAS H c'y, ELTON,� FF _1�00N iN 0, , 4 27' v21 I SHEET: 2 01`: 15 ■ _Mlilp 21NIF-Allolli z to E I p W-1 I i Lq I IE CIII NMCTION N07ES DRAINAGE 1 - ALL DRAINAGE RELATED CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE 'WITH ST. JOHNS RIVER WATER MANAGEMENT, PERMIT ISSUED FOR THIS PROJECT. 2, ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH F.D,O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 1 THE FOLLOWING F.D.0,T. CONSTRUCTION DETAJLS ARE HEREBY INCORPORATED THESE PLANS BY REFERENCE: INDEX NO. DESCRIPTION 102 SILT FENCES 103 TURBIDITY BARRIERS 104 EROSION CONTROL 200 STRUCTURE BOTTOMS — TYPE J AND P 210 CURB INLET TOPS —TYPES 1 2143 & 4 D 232 ITH OTTOM INLETS—TYPED AN ' C" 272 GROCB SS DRAIN MITEREEND SECTIODN 300 CURB & CURB AND GUTTER 301 TURN LANES 310 CONCRETE SIDEWALK 500 EXCAVA7[0N, EMBANKMENT AND GRADING 600 TRAFFIC CONTROL THROUGH WORK ZON 4PIPE LENGTH73 SHOWN REPRESENT SCALED DIMENSIONS BETWEEN CENTER— LINES OF URAINAGE STRUCTURES AND FROM INVERTS OF HEADWALLS AND MITERED ENO SECTIONS. BIDDERS SHALL ADJUST FOR PIPE LENGTHS WHEN BIDDING MITERED END SECTIONS. 5ALL STORM WATER DRAINAGE PIPES SHALL BE REINFORCED yt CONCRETE PIPE (ASTM C-76, CLASS 111). 6. ALL STORMWATER PIPE JOINTS WILL BE WRAPPED WITH FILTER FABRIC, ALL INLET STRUCTURES AREOVED TO BE PLACED ON A 12 INCH BED OF CRUSHED STONE OR EQUAL AS APPRBY THE CITY ENGINEER AND FULLY ENVELOPED WITH FILTER FABRIC. CONSTRUCTION NOTES EROSION & SEDIMENTATION CONTROL- EROSION/SEDIMENf CONTROL: THE CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, ON SITE WETLANDS, STREETS, STORM SEWERS AND WATERWAYS. IN ADDITION, CONTRACTOR SHALL ■PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT rHE SITE, IF THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF SITE EITHER BY NATURAL DRAINAGE OR O BY VEHICULAR TRAOFFIC. THE CONTRACTOAND/OR R ■IS TO REMOVE AND CLEAN 5AID EARTH TTHE SATISFACTIN OF THE ENGINEER AUTHORITIES. CONSTRUCTION SEQUENCE TO MINIMIZE EROSION AND SEDIMENTATION AT STORM WATER DISCHARGE POINTS. I, CONTRACTOR TO INSTALL SILT FENCES AS SHOWN AND AS REQUIRED, 2CONTRACTOR TO CONSTRUCT POND AND CONNECTING DRAINAGE OUTFALLS AT INITIAL STAGES OF CONSTRUCTION. 1 ALL GRADING OPERATIONS SHALL BE WITHOUT DELAY OR PAUSE (CONTINUOUS OPERATION) UNTIL PROPOSED GIllsDES ARE MET. ALL EXPOSED EARTH SHALL BE SEEDEAND MULCHED OR SODDED SOON AFTER GRADING IS COMPLETE. D 4, DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES 10 INSURE AGAINST POLLUTING, SILTING OF OR DISTURBING TO SUCH AN EXTENT AS TO CAUSE AN INCREASE IN TURBIIDITY TO THE EXISTING DRAINAGE SYSTEM AND ADJACENT WATER BODIES AND WETLANDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS RELATED TO SUCH MEASURES. METHODS MAY INCLUDE BUT ARE NOT LIMITED TO, FLOATING SILT BARRIERS, SEDIMENTATION BASINS, SEDIMENT CHECK DAMS, SILT FENCES, HAY BAILS, THE MEASURES SHOWN ON THESE PLANS SHALL BE CONSIDERED MINIMUM AND SHALL NOT DEVIATE THE CON- TRACTOR FROM THE RESPONSIBILITY TO IMPLEMENT ANY MEASURES NECESSARY 10 PROVIDE PROTECTION FOR EROSION, SEDIMENTATION AND TURBIDITY. COISISTRWTIIII' N NOTES PAVING: 1. ALL PAVEMENT CONSTRUCTON SHALL BE IN D ACCORDANCE WITH CITY OF OCOEE UTILITY SPECIFICATIONS ANLAND DEVELOPMENT CODE (LDC). 2, CONTRACTOR IS RESPONSIBLE FOR tRADING ALL PAVEMENTS TO DRAIN POSITIVELY. INTERSECTIONS SHALL BE TRANSITIONED TO PROVIDE SMOOTH DRIVING SURFACE WHILE MAINTAINING POSITIVE DRAINAGE. SHOULD MODIFICATIONS BE REQUIRED, CONTRACTOR TO CONTACT ENGINEER PRIOR TO PAVING SO THAT RECOMMENDATIONS CAN BE MADE. a, 1. MINIMUM VERTICAL AND HORIZONTAL SEPARATION BETWEEN POTABLE 0WATER AND SANITARY SEWER MAINS TO COMPLY WITH RULES 62-60440(2)(g)-(i), F,A.C,, 62-604.400F.A.C., AND 62-555-314 F.A.C. AS NOTED BELOW, 2, NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF' AT LEAST SIX FEET, AND TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OFPREFERABLY ANY EXISTING OR PROPOSED GRAVITY -OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE M4014, OR PIPELINE CONVEYING RECLAJMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-611.1, F.A,C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVFTY--'TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. NEW OR RELOCATED, UNDERGROUND WATER MAINS ANY EXISTING OR PROPOSED GRAVITY -OR VACUUM -TYPE SANITARCROSSINGY SEWER' SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW TH".7 ;D"UTSIDE OF THE OTHER PIPELINE, HOWEVER, IT IS PREFERABLE TO LAY THE 8,477:7, HER PIPELINE, 3. AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE F_,­� MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO, MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTE�'47, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED 50 THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACULIM-TYPE SANITARY SEWERS, OR PIPELINES CONVEYING RECLAIMED WATER REGULAlt �) UNDER PART III OF CHAPTER 62-610, F.A.0AND AT LEAST SIX FEET FROM A[L JOINTS IN GRAVIrf OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RELAIMED WATER NOT REGULATED UNDER PART W OF" CHAPTER LMUW SPECIFICATM: 1, ALL WATER, SEWER AND FORCE MAIN PIPE WILL MEET CITY OF OCOEE UTILITY SPECIFICATIONS, 0 AS -BUILT INFORMATION AS -BUILT DRAWINGS WILL BE REQUIRED WITH THE FOLLOWING INFORMATION: A) SANITARY SEWER 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER, Z. INVERT OF EACH LINE ENTERING AND LEAVING EACH MANHOLE/STRUCTURE/CLEANOUT. 3. LENGTH OF EACH RUN OF MAIN BETWEEN MANHOLES (CENTER TO CENTER). 4, ACTUAL GRADE OF PIPE BETWEEN MANHOLES, 5. LOCATE ALL SERVICE WYES FROM DOWNSTREAM MANHOLE WITH DEPTH AT LOT LINE AND DISTANCE FROM THE MAIN LINE 6. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS AU FITTING/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO PcINT TIES). 8) STORM DRAINAGE 1. TOP ELEVATION OF EACH MANHOLE FRAME AND COVER/GRATE AS WELL As ALL OTHER STRUCTURES (HEADWALLS, CONTROL STRUCTURES, ETC,), Z. INVERT ELEVATION OF EACH LINE ENTERING AND LEAVING EACH STRUCTURE, INCLUDING UNDERDRAIN PIPES. 1 INVERTS OF ALL MITERED END SECTIONS. 4. ACTUAL GRADE OF PIPE BETWEEN THE STRUCTURES. 5, INVERT ELEVATION AND TWO HORIZONTAL TIES FROM PERMANENT VISIBLE OBJECTS TO ALL STORM STUB -OUTS. 6. ALL STORMWATER MANAGEMENT AREAS SHALL BE DETAILED WITH CROSS SECTIONS AND/OR CONTOURS PROVIDING FINISH GRADE ELEVATIONS. C) WATER AND REUSE SYSTEM AND FORCE MAINS 1. ACTUAL LENGTHS OF PIPE BETWEEN BRANCHES AND VALVES IN THE RUN. 2. LOCATE WITH MEASUREMENTS FROM PERMANENT VISIBLE OBJECTS ALL FITTINGS/ACCESSORIES NOT VISIBLE FROM THE SURFACE (MINIMUM TWO POINT TIES), 3, LIST THE DEPTHS OF THE LINES AT ALL VALVES, FITTINGS AND FIRE HYDRANTS. 4. PER FDEP REQUIREMENTS, DEPICT POTABLE WATER LINE CROSSING AND PROVIDE ACTUAL SEPARATION DISTANCES, 5. SAMPLE POINT LOCATIONS IN ACCORDANCE WITH THE FDEP PERMIT. 0 if EXISTING PALM TREE EXISTING OAK TREE EXISTING CAMPHOR TREE 6 = * PROPOSED CURVE DATA 4429 55 ---- - DELTA R = 75.00'­_- RADIUS L = 5&25I`--­-ARC LENGTH PROPOSED STORM PIPE EXISTING WATER MAIN PROPOSED WATER MAIN (WM) EXISTING FORCE MAIN PROPOSED FORCE MAIN (FM) PROPOSED LOT LINE PROPOSED SETBACK LINE PROPERTY LINE (P/L) RIGHT OF WAY (ROW) LINE EASEMENT LINE PROPOSED CONTOUR LINE EXISTING CONTOUR LINE EXISTING 5' CONTOUR LINE PROPOSED LIFT STATION (LS) PROPOSED SANITARY SERVICE PROPOSED SANITARY MANHOLE PROPOSED FIRE HYDRANT PROPOSED GATE VALVE PROPOSED SINGLE WATER SERVICE PROPOSED DOUBLE WATER SERVICE PROPOSED FDOT P-2/P-4 INLET P P Cl D In S 7- D FOOT P-11"P-3 INLET PROPOSED MITERED END SECTION (MES) PROPOSED STORM MANHOLE PROPOSED SIDEWALK ICD < V) Z V) 0 = C-) ir 0 z z: E ZA'44 c> cn nc z :25 CQ THOMAS H SKELTON PPE REG,6TRATION'W) 4i-;"'�2 SHEFT: 3 OF: 1 5 u UR VE "'F :, PL T ems. LI „. —_ a -r, 'a '4 - i:.Y_ �;. �- _ _- • - -- „._, .. _., F._E " }•R•_ per ` _ ' _77 89031"E �.qid yy� rr�F89 1t 1 8.08a PLAT ?„ 124T Y yY-P - - 124Eb *24 7 - -. *j• '^, 4kN (pI f Y f Y.. k a -'t, 6;°aTEF — t y t 24, �1 1 STd� 0lJT " .. t (Al `? ry<.3 Lu t z iPP`i Ck` jkkk Pl pa_F y 7 gy,r '�V a i s ry pp 77 GRAPHIC SCAB,'. r a , i i _' � i 4� ,) T 50 t`'0lvf,�1�'i� P(__ P/§P_ f ,I ! 9 4fP !`� hJ, ; P('(}R_� r < L Ef ,) PLAT , [ iV 9 3LP� - C7R I ( r �',At F � C ,SIT f ? �' �, ._. _ . , '�r'a � �r P �� � ( ,�i''P � 1. f s 4y'S ;. „r, a'+--Y' , E � i ^ C P30 L ..f , rr, - , i .� • day C-` '_ t + t', f ' ,, l_ �`—._—T:OP^ J; P _ t n- c,(.,:rt p rtr ,r �z 7 -1`,,,d, �Az rnr r-ar r f�?0: Iz�Vlrd_ P !1v"r.it?"T7�F=,!HT7 __�-'�„ -J�`-� ''""-' ,, i�'7' rI rr:,rr- r,,ar \�"� ��.," _. C✓ -"`. .'` .' � � -�tp1:. 25 ft 'i �'ky<24 3 � ., v'" v€ " CAE'' I r"r RO - •, �'°',-_ ,rp?�`� d• rd d: r ,r s rr=fir SITE FEE^hcHMARY, y 4� t�:w`` C •r , "80x' C'PT �Y,N F"dA P 0r F" i' y •, 324 �i E:'TPtr"^-'--', '.7 r, :.�., r I f TT} __ .--- iTf,tE7rl:7";:. ' j ✓ P r " ' h 4 P sy/ 51. 1' r 11 894 OBE ILA CDO r F NOTES: _ ;OI Ir y, �l - ^`l -1 fT' / c ,C•. _ . f �` TT' r r- -_.rr. - .. ,: " -�dF-i - ,. iF 25 q'�� PP( IV`at J,{rr"-,,, y1r q �+' ,ry. �,�I1�,, !F'���r i ,?_h°'� Y`r7'alqq(�� jl Jr ad��1 ry•'d °,.'S T l',fC `. -- _ �., 7d' "!l dr, .vy !f•d`dr-rF f. Pf•.dd '��J"x �(, �'�'' I'�Y�,,. f �r'y _'I"fl��r� °" d z,Jrr.- f F +�P`E (, P•�+I F-17rP rId�, ,rfa� 4 24 _.� c. TEE�.'E(?'ilr t r,�§ d 7lf[ Y ,A�'F ","5q �_�Y,f��Fi�r,{Y,I,a, "e,Pg.dt LF r al,! �i�nPi A��P_E, idr ?PFrV`T{.J ait r IA- a IV0T F?^Pr`,{r Fi .z r = alf�1�-'y _ rl�. t y rN f i1'�F��. "1f ,r �- V _ �-_��RC� , �, v : r�i! 7, 4 ry 'L{? _ - ., 51�, I', I" ra;: td_'�. �r.�� d'r�ir� f"fTi`d' C:3F iz- AN A P..Ad'ffi�P�,d.P_P- i.d , 4 F�:. § ,'. : Y.Y i i O F F dd, � S WORK 1��rd PP('1 P t �L � h „' t t P p r p p ^ .t.F; e_ i';-w = ,'`•.II '.�, }-Y - , �;'�'fTI _p 3 r-t r. ''r r-' F:•\N11''!`',J d P SP-,F(_,df�c`_ O TFP� vW,!-`V ) a q i,q qq Np,, ^ � -CURVE DATA C2-�CURVE DATA C -CUR DATA ®� R � 25. 00' R - 200.00' R = 170, 00' a ,�Z 4 t-_ = 9.25' L 13. 70' L = 2 �6. 65' �.�'n" ° �.,. ry ry �+ +ry �°g CHORD +� 5b29 4 7 E S "24 0 C C)RO b j irj ;- -- ' CHORD CHORD ! ', 5"E *24'3+J' E V' s, 2 t,R j 124 4 `" v P-, _ _ 5.PLAT 242.52 FLAT 0.'? 1 �2Ta4 545'26' 1 Jo S45°22'5E S�RrS"24'1 E ti y(! � �" r �_` an � t ' { � �- �PP P P ! , f d J 115, 40' S 282.5 7" S 240 45' S 7�3" ����5' A 7 I r< � � � r�, Y r ,! ( ; Ap �j 6" , -.r e r ? t + 1 r.'r r•'��1 _ ..,.. ...�.. ... .., .,.,..,,,.. - ...,.,..,.". , BOUNDARY TO' r I' ,✓ , q , r ` — — i , r* -- u I R-r � I - g i f-_ r � t 1 f d : �; r 1 Per ` � _ ✓ � _ ..... - . `��,,`-�. , _-, � _.� F � __ _ _ d § r: ,rY,i ! ,' ,r, _ w ' tr r sr i -7r ,r µ ( F` f � �I 7 � d. r rr Fd F � r� ;' ! i f 'r JAMS D, BRAY PSM 6507 J r r frFaST COLOXZ4L ORIVE A - 89*5727" STATE ROAD50 R 25.,00' ()?I)V VARIES) L 39.25" CHORD TQ 35.34' PLAT S45*26"IST sw" .3.5.40' MEAS N89"30'31"E' 221.110 MEAS1 1,9 N89031 1 E 22 Y, pw Iwo -11-'LfTy EASEMEN T 7,41A,t7 A7� SOEWAL,� EA59MiNT\ -2 Z_ C) 0 un aA w aq' ,.� "v =,Y, ., t,�wa� i���i�.d,,i Qr U-1 j lil kn c7E w w ou 0 u u LA_ _j X x U— 0 LA_ C> 1 tj 0 uj CN w v ui m V) A K Otf x BUILDING A A 3-STORY >14U. EL. 126.00 0 x x x7, p. Jv 0-, 'J4, x x AWNING — % A % So V11 7-, ip 0 Ile _0 TREE PROTECTr-)N 0 AREAS V—'\ -v, 7 CD L = 313.70' CHORD S45#24'35"E 282.52' PLAT S45*22t58"E 282.5 7' MEAS BUILDING 125. a LOT 2 1 (NOT PART THIS PROJE 0—N89`—Jq,'20 as 51.81' PLAT .-N89"36 1 E x (D cf) 0. TOR\( LQ F.F. EL. 125.25 A QQ %_Q 0 0 tk Rol l 1Lb o" q 6 7 TRA C T "A Al RETEN77ON/DETEN77ON POND (PRIVATE) (NOT PART OF THIS PROJEC p 0 DRIP LINE Lj A, SECURE JOINTS DOUBLE ROW OF 2 X 4 BARRICADE OUTSIDE DRIPLINE 4 ORANGE PLASTIC MESH T NOTE: FEF(IFIR ROO"Fti %Icy: NEAR SURFACE DEEP RO(.)TS ARI ','UPOORT ROOTS W SCALE m I s 0 301 60' SCALE: I " = 30' C) c: C'4 0 C3 2 4) E 2 sn tn u u to (n tn Lij z LLj LL,ca LL- jj ui CL 0, uj V) Lo z LEGEND cq Ex,aS`71NG 4 Cr OAK TREES TO REMAIN (INCHES) = 12 (159 X EXISTING' # 0, F CRAK TREES TO BE REMOVED (INCHES) = 26 (456") EXISTING OF C. INABERRY TREES TO REMAIN (INCHES) 0 (0") X EXISTING # OF CHINABERRY TREES TO BE REMOVED (INCHES) 10 (194")' EXISTING # OF EAR TREES TO REMAIN (INCHES) --- 0 (0") X EXISTING # OF EAR TREES TO BE REMOVED (INCHES) = 3 (4 4 EXISTING # OF CHERRY TREES TO REMAJN (INCHES) = 0 (0") X EXISTING # OF CHERRY TREES TO BE REMOVED (INCHES) = 14L (116") EXISTING # OF PALM TREES TO REMAIN (INCHES) = 0 (0") X EXISTING OF PALM TREES TO BE REMOVED (INCHES) 3 (45") z 'TOTAL # OF E_XSTING TREES (INCHES) 67 (820")� won= TOTAL # OF EXISTING TREES (INCHES) TO REMAIN 12 (159") _j TOTAL # OF RE=LACEMENT TREES (INCHES) TO BE REMOVED 26 (456') LL Lj TOTAL # OF NON -RE LACEMENT TREES (INCHES) TO BE REMOVED 29 (205) cr) LIJ LLj TOTAL # OF TREES (INCHES) TO BE REMOVED 55 (661 0- Ld REPLACEMPNT RATIO 4:1 REQUIRED 26(4) = 104 TREES NOTES: 1, ALL EXISTING TREES 8" OR LARGER (OTHER THAN CITRUS OR TRASH TREES) LOCATED ALONG ROPOSED LOCATIONS OF BUFFER WALLS OR ROAD RIGHT-OF-WAY LINES WILL BE PRESERVED IF AT ALL POSSIBLE. TH !KF4fO�,` P� R E Ct�� IPVNi NO�� 42-,"�2 SHEU OF: 5 15 FIRE SYSTEM POINT OF CONNECTION TRANSPORTATION CONNECT PROPOSED 6" FIRE LINT WATER DISTRIBUTION TO EXISTING STUB OUT POINT OF ACCESS CITY OF OCOEE SERVICE AREA POINT OF CONNECTION EXISTING FULL ACCESS DRIVEWAY CONNECT PROPOSED 2" PVC WATER t-r-moinr Tr% ll!'VICTlkln C'TIIO All IT Im N89tV1.31T 22_1. 11- 'Mrc rE 1— p _SMV.R rA t�— S7L 01-CL)Rvr a4TA A - 8W572r tt R m 25,00' L - 39.25' CHORD 3*2947"E chi S4 C-4 35.34' PLAT LOT M.40' MM 2 (25' DRAINAGE NOT PART OF UTtLn EASEMENT vi THIS PLAN) LOT 3 C2-CURW DATA (NOT PART OF - 43------ R ' — THIS PLAN) 200.00SANIl'A9f SEWER L - 3 13.70' POINT OF I"'ONNECTION CHORD x S4r2-4-35-E 00NS IC" MANHOLE AT S4r22'WoE 282.52' PLAT EXIl"_'MNG STUB OUT 0 BUILf)ING 'A' CITY OF ")COU- ,E AREA S 2a2.57' MIE4S N-, I < Z7-77- 600 R/4 PLAT 2M kp va BuUING '8' 125.2. —STOR IA: TRACT 8 F.F, EL 12515 • (NOT PART nF THIS PIAN111 F.F. EL 126.00 TAX,% V 771 "S br 5.33 AC Ti LOT —STORY F.F. EL 126.25 w 45 1 x35 I LIFT OWNED AND MAINTAINED BY THE CITY L) 0 z cc —STORY F.F. EL 12515 lk TRACT A (NOT PART OF THIS PLAN) KID LOT 4 (NOT PART OF THIS PLAN) 44s;�e 1-0 p , 1/01v x 6 ,IV 4S 5,.,-1 &k 4 11/4 PARCEL #3C---22 —23-0000-00-002 JAWAL & KIRAN C. WALIA NNED A-1 ORANGE COUIVY 1 20' DRAINAGE & ACCESS CASED--NT PARCEL #30­22-28-0000& 0-035 JASPAL ek KIR6,N C'NALIA ZONED A--'i ORAIqGcL COUNTY WASTER STORMWATER POINT OF EXISTING DISCHARGE EXISTING OUTFALL STRUCTURE AND PIP[' TO REVAIN I LT 1 s 0, 60' 120' SCALE: I " = 60' Ci -01 0 04 v) :a V) ir C) Ln 0 0 E 0 C> Lo V) (n V) E-0111111M 1. ti • d* d* 0, C) IC7" c1l CL. cn 1 —Z n C%2 CL Lli Lj Lij 0 < CD ­4 7� THOMAS H. ��KEC!70N, PE 27' qEosfR�TfON Nb, 4 '52 SHEET: 6 OF: 15 CONSTRUCTION NOTES GRADING: XEST COLOXIAL DRIVE I EXISTING TOPOGRAPHY A140 CONTOURS ARE BASED ON THE FOLLOWING: SURVEYOR; GEOMARKS LAND SURVEYORS, INC. ()?,,I#r VARIES) DRAWING No.: AME05352.dwg DATED: OCTOBER 15, 2005 REVISION OATE: T 2 GEOTECHNICAL. SERVICES HAVE BEEN PROVIDED AS REFERENCED BELOW. ANY P - ----- CONFLICT BETWEEN INFORMATION WITHIN THE REPORT AND THESE CONSTRUCTION ' SILT PLANS SHALL BE REPORTED TO THE ENGINEER UPON DISCOVERY. THE CONTRACTOR SHALL REVIEW THE BELOW REPORT PRIOR TO BIDDING. N89`30 31 E 22 1. 11' MEAS'' FENCE GEOTECHNNo.(3ICAL : ENGINEER: UNIVERSAL ENGINEERING SCIENCES E REPORT )452,"35 A89`3-1--'3--1 22-l.-08) --PLAT--. .............. .......... DATED: MARCH 20, 2006 1 EXISTING TREES, PLANTS AND SHRUBS WHICH ARE MARKED OR DESIGNATED AS a �tocWkk. tASeM04T PART OF THE LANDSCAPING SHALL BE CAREFULLY PROTECTE11 DURING CONSTRUCTION, WHERE TREES, PLANTS OR SHRUBS ARE ADJACENT TO THE CONSTRUCTION CARE SHALL BE TI!d<EN TO PROTECT AND RESTORE THE ORIGINAL CONDITIONS OF THE VEGETATION. 5 4 DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE AND PROPER SOIL EROSION CONTROL MEASURES, AS NECESSARY. 5 ALL SITE CLEARING AND GRUBBING SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 110 OF FLORIDA DEPARTMENT OF TRANSPIRATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 6, ALL EXCAVATION AND EMBANKMENT SHALL HE PERFORMED IN ACCORDANCE TO 0 WITH SECTION 120 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDA!Rrt SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION, ALL FILL. AREAS GREATER THAN 12 INCHES IN HEIGHT SHALL BE COMPACTED IN 12 INCH LIFTS (MEASURE PRIOR TO COMPACTION) TO 95% MINIMUM DENSITY PER A,A,S,H.T,O, T-180, 989 UNDER ROADWAY. B. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED UNLESS OTHERWISE NOTED ON THE13E PLANS, ALL GRASSING SHALL BE PERFORMED IN ACCOR- DANCE WITH SECTION 570 OF FLORIDA DEPARTMENT OF TRANSPIRATION SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 9. ALL DESIGNATED AREAS TO BE SODDED PER THE PLANS, SHALL BE PERFORMED r IN ACCORDANCC WITH SECTION 575 OF THE F.D.O.T, SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. un 10. THE CONTRACTOR SHALL NOT COMPACT, STABILIZE, OR CONSTRUCT BASE y COURSE WITHIN LANDSCAPE ISLANDS OR MEDIANS, LTN 11, FINISH FLOOR ELEVATIONS ARE TYPICALLY 6 INCHES ABOVE DESIGN FINISHED -LU GRADE AT OUTSIDE PERIMETER Of BUILDINGS EXCEPT AT ENTRIES AND WHERE OTHERWISE SHOWN ON THE GRADING PLAN, z -N3 12 THE CONTRACTOR SHALL COORDINATE THE INSTALLATIONS OF IJTIUTY CONDUITS WITH EAC14 UTILITY COMPANY PRIOR To BASE (SLEEVES) UNDER PAVED AREAS 05, INSTALLATION. 1DURIN(; CONSTRUCTION, THE CONTRACTOR SHALL TAKE ALL RE -ASONABLE MEASURES TO INSURE AGAINST POLLUTING, SILTING OF OR DISTURBING To -x" SUCH AN EXTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EXISTING CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT DRAINAGE SYSTEM AND ADJACENT WATER BODIES AND WETLANDS. THE R X 0 -4 CONDITIONS RELATED TO SUCH MEASURES. METHODS MAY INCLUDE BUT ARE NOT LIMITED TO, FLOATING SILT BARRIERS, SEDIMENTATION BASINS, SEDIMENT CHECK, D' , SILT FENCES, SYNTHETIC BAILS, THE MEASURES SHOWN 014 THESE AMS PLANS SHALL BE CONSICIERED MINIMUM ANO SHALL NOT DEVIATE THE CON- TRACTOR FROM THE RESPONSIBILITY TO IMPLEMENT ANY MEASURES NECESSARY TO PROVIDE PROTECTION FOR EROSION, SEDIMENTATION AND TURBIDITY. CONSTRUCTION NOTES DRAINAGE DURING CONSTRUCTI I THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL SYSTEMS FOR C'ONFORMANCE WITH THE SITE CONSTRUCTION PLANS, THE MS4 PERMIT, AND FIELD CHANGES, BANKS AND SLOPES OF RETENTION PONDS SHALL ALSO BE CHECKED AFTER RAINFALL EVENTS POR EROSION PROBLEMS. 2 THE CONTRACTOR SHALL REPAIR A4:_L EROSION AND SEDIMENT CONTROL 5ySTEV.S AS REQUIRED POP CONTINUED FUNCTION RE -GRADE IF REQUIRED„ T(j MAINTAIN OSIGN CONFIGURATION, AD,D SOD AND SILT FENCES AS REQUIRED TO FRIEVENT SILTATION FROM EXITING T14E SITE. 3 MOW RETENTION AREAS REGULARLY TO MAINTAIN WEED AND OVERGROWTH CONTROL, 4 INSPECT RETENTON AREA's PERIODICALLY FOR ACCUMULATION OF DEBRIS AND 'TRASH. PROPERLY DISPOSE OF ALL DEBRIS AND TRASH IN RETENTION AREAS; AND CONVEYANCE SWALES. 5r INSPECT RETENTION AREA BOTTOM$ FOR DEPOSITS OF SAND AND/OR SILT AND REMOVE. 6, PERCOLATION PERFORMANCE SHALL BE EVALUATED YEARLY rr)ar EACH -rRv RFTENr1ON ARE, THE PI,7VATION AREAS SHALL PE;l,',QLATE -0 R EC A 71V, WlTHIN 36 r4Ctl IRS 'jc FNC '17 rHE-' DESIG' ;-71' =0 T — ;441 L 13c" 7 I E A, r, 7 7 -,-7 DEsg.;t4, s- 1--_L CL l:- ,PM-JN reIoil ,.trier Yvilh parkint; ^xn o f n, -,i:flkpnO -orne, o! •,fate Pocid 1'+ and StAe Road 41 xoee, F II u :at Major 4ctivq ci,, dt t tior rj I i t, i ir, c lnf i a I rn P. as u r e. s: I R Ir ,,- ov,J I rf� r1t on a r r,l -,rsd;,,Iwlrh ac, ordirqjy, _j tr,, ll, a t bo J i q t i r �-d I j- E-2 zz Z! ,onFtri Gt it t,�­ k, ;it iC, r, L, j "I ln jlqni f 4 leer top I I )A Cljr,set 0!! j --out[ lo pi',�, odminq r- o� -r dvtpnti,- 2� A p p!-� S, i a Loc f j The ruf t iiV i- r r'l-L" 7t wj;l b(� t Q s lie J t (, r Pr QjeC the Wlowimq r-ontr(0 naosi:r",= wiil tw u;;ed 1 o r,, r e ve I "t, J,ve, "Voter 011d cedimlltntir)n: z "ity ^f Occ.oe i r7lenr nq & alrubb,na will be perforn-l9d to minimize the irnpoct!� to Ihp MAINTENANCE lxpr,'Iected areas rxpo�,ed to erosion for -es, Construction is limited to areais of Oeoring. materials will df,,00sited ir a manor to, avoid wash�,Ajt frorn The contro,for shoIl be reaponsible for implernenting )l rniir,aining i!ii pollution and rtorr-woter l All stock piles will b,- protected by sect ment coXltoinment devices, `.See efosion coritrol divices on a daily r,)anor, �,. report wqP be taken to. fo:ord any drainoge stru-l-lure:�, will be. prote-,-Ited durinq corlstriAction, the erorion doviations 'rom :farmit compliance. ,oritt,�! and cilading sperification� listed -ri the approved construction plans 'Dr this A. INSPEil TION !h- slormwatt-r 2ysten) will be handled through a wet detention area. The contractor shalt inspect all polixtion and erosion, control (,,r>vices vaesldy and within 24 hours after a rainstorm it) excess of 0,25 inches The co,rntroctcr shall report all findings and list the corrective actp,-'ns taker, to corre,.t the d4cjercres These reports will be submitted its the ena�neer fall relliew, rhr- -• nIrcctor, -)I all !im(,3, will; 1 I-1,ispose, i.,f waste by appfcpriate means, LjroRt 'aft-sitetr-GcbPna and spillage. REFERENCES Oisposer r?f sanitary *,3ste i)y approc6ate rnNjns, d ii[rp �0k, certified lechrilcions to hcridle or dispense fertilizers and pesti,,ides, Stop wor; when encounter^no to spill, will not resume until' daected by t.19 project The construction plans witr, specificfit;ons fa, this pr(,!,-,cJ ore hel referenced and engineer and huve the diposition of the hrizardous waste be made in occofdance wr1h ill made a part of lhis plan. STAT Ro 50 R -,z 25.00- E AD CHORD S45*29'47"E �5-340' PLAT S450�37E 35.40' ME4S LOT 2 (NOT PART 0 T141S PROJEC A 89"52'11 R 200.00' L 313 70' CHO S4502ii64'35"E 282.52' PLAT S45*2258"E MM5 INSTALL SOCKED PERFORATED I CONSTRUCTION NOTES EROSION & SEDIMENTATION CONTROL: EROSION/SEDIMENT CONTROL: THE CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION 13ARRIER (SYNTHETIC BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, ON SITE WETLANDS, STREETS, ORSEWERS AND WATERWAYS. IN V)DITION, CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE. IF THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES EXCESSIVE QUANTITIES OF EART14 ARE TRANSPORTED OFF SITE EITHER BY NATURAL )R404AGE OR BY VEHICULAR TRAFFIC. THE CONTRACTOR IS TO REMOVE AND CLEAN IMD EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. CONSTRUCTION SEQUENCE TO MINIMIZE EROSION AND SEDIMENTATION AT STORM WATER DISCHARGE POINTS, I , CONTRACTOR TO INSTALL SILT FENCES AS SHOWN AND AS REQUIRED. 2, ALL GRADING OPERATIONS SHALL BE PERFORMED WITHOUT DELAY OR PAUSE S (CONTINUOUS OPERATION) UNTIL PROPOSED GRADES ARE MET. ALL EXPOSED EARTH SHALL BE SEEDED AND MULCHED OR SODDED SOON AFTER GRADING IS COMPLETE, E+1 I I I 0' 30 60' SCALE: --------- PIPE ACROSS INLET THROAT 5 Of- LEGEND - '. AREA TO BE CLEARED DURING E . . " : - , I r SUBDIVISION IMPROVEMENTS LOCATION OF SILT FENCE LOCATION OF SYNTHETIC BALES or, Merl W Pic 5 � f OfLo F0 7 FIL TEWPORARY LOCATION bF GRAVEL DRIVEWAY "y N69 oo X 51.81 LA 7 N89*36'1 0 ATTACH FILTER FABRIC TO POST ry,, SET POST AND EXCAVATE A TRENCH ALLOWNG 1 FT EXTENSION INTO IHE TRENCH AS SHOWN t. MATERIALS, CONSTRUCTION METHODS AND MAINTENANCE SHALL. BE IN ACCORDANCE "TH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND fil%k, SILT 6 FENCE S TRA ITT "A" RMN770NKR'NA ETENTION POND TE) (NOT PART OF THIS PROJECT", DESIGN STANDARDS CURRENT EDITION. Tl' ACTOR SHALL PRO'ODE SILT FENCES A : N 'TTHET BALES AT ALL STORMWA7ER DISCI-jARGE FOR EROSION CONTROL AND SEDIMENT CC-)N70L. DURING CONST. CON7,ACTOR SHALL PCViC-H GRADE STORM- WATE*-', SWAT ES ANID RETENTICN AREAS PRIOR TO CONSTRUCTION CY SITE IMPROVEPENTS. CONTRACTOR SHALL MEET ALL PERMIT CONDITIONS AS E35TABLISHED BY LEESBURG AND ALL OTHER APPLICABLE Ai' 3ENCIES, INCLUDING BUT NOT LIMITED TO CITY, COUNTY, FDOT, AND THE SJRWMD. SILT FENCE DETAIL F.O.O,T INDEX NO, 102 BACKIFILL AND COMPACT EXCAVATED SOIL 0- C) S t or_ 5EQUEN-CE OF MAJOR &C.0"TIV11Y AND- IMPLEMENTATION CL� IN1.1TALL EROSION AND POLLUT1014 CONTROL MEASURES (i.e. SILL FENCE 00 S,(NTHETI(,' BALES) 2, CLEAR & GRUE SITE, ti 3, GRADE SITE, INCLUDING FILL, 4 F T BfLIZE TOP SCIIL WITH SOD/SEED & MULCH ACCORDINGLY, C3 C3 W W (n V) I a � W X 0 C) 00 C14 C> C12 ;> CH k—A co :> F4 to 0- 0 Li L-Li 0 0 Ch M OCATION LATTITUDE 28*33'00" N, LONGITUDE 81'33'18" IN QFWATFRING af ALL OEWATERING METHODS TO CONFORM TO ALL REGULATING AGENCIES NOTE THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND UTILITIES ARE NOT rHADA10TCM AND 01JA OC IMUr T1 AT AND ir SHALL Ij Vj r_v t1qu VERIFIED IN THE rtr_i_u 01 THE CONTRACTOR PRIOR TO STARTING THE WORK, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY OF LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS. PRIOR 'TO THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE VARIOUS OMAI'� H PF 2 UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY PER SSOCOF AND F"S. 556, SHEEr: 7 OF: 15 BUILDING STATEMENT THE BUILDING LOCATIONS, DIMENSIONS AND USES WILL CONFORM TO CITY OF OCOEE DEVELOPMENT CODE ENVIRONMENTAL — DEVELOPMENT OF THIS PROPERTY SHALL COMPLY WITH ALL STATE AND FEDERAL REGULATIONS REGARDING ENDANGERED OR THREATENED SPECIES OF SPECIAL CONCERN. EXISTING JMD USES- - VACANT FLOOD ZONE THIS SITE IS LOCATED IN FLOOD ZONE X, AN AREA DETERMINED TO HE OUSTIDE THE 100 YEAR FLOOD EL PER FIRM MAP NO, 12095CO22OF DATED SEPTEMBER 29, 2009. MNNTEI"CE STATEMENT' PROPERTY OWNERS ASSOCIATION EXISTS: WEST 50 COMMERCIAL SUBDIVISION FOR MAINTENANCE OF COMMON AREAS 3c PRIVATE INFRASTRUCTURE MIN. F.F. ELEVAlnON 2 cOOT ABOVE 100 YEAR FLOOD ELEVATION IC0 YR12� HR PEAK STAGE OF EXISTING RETENTION/ DETENTION POND = 12105. MINIMUM F.F, EL, = 125. NATUR& VEGETATION PROTECTION EXISTING TREES THAT ARE LISTED TO REMAIN, WILL BE PROTECTED DURING CONSTRUCTION PARKING STATEMENT THE =AR�'M' SP40'ES W-L 9E A% r 7V P�MING THE ENTIRE DEVELOPMENT IS TO BE CONSTRUC,TED IN ONE PHASE NSTALL BENC_�,-' & TRASH RECEPT*.E )NI 3'xB' CONC PAD KESi" COLOXIAL'.,DRIVE A - 89*57"27" (Zy rpA fpjp r1l) A n qn R - 2'!(Rl#r VARMS) L - 39-25 CHORD llwow'_�_�S45*2947"E 35.34' PLAr S45026'13"E SWALE N89"30'3 I'PPE 2 1. 11 MEAS 7' 35.40' M154S DENOTES LOCATION OF DRAINAGE EASEMENT N89'03 1'31 "E 2 -1.08 --PL-,AT-,-- .... ..... 41 , , �4 7 DENOTE' LOCATION OF utbt�' b AINAGt A0 UTILITY & DRAINAGE EASEMENT 6' CONC. IL rnwpo I NO I ES cn "�RIVATF LANOSi"APE UV Ff!Fr SIDWALK EQUIPMENT AND APPURTENANCES MOUNTED ON THE TOPS OF BUILDINGS SHALL BE 7- CL mmv9, SHALL BE SCREENED FROM VIEW IN ACCORDANCE WITH THE LAND DEVELOPMENT CODE. Ilo S �p 9 �0.0' 9 10 l3p� ALL SCREENING SHALL BE, AT A MINIMUM, THE SAME HEIGHT AS THE MECHANICAL V9 �o ATTRACTIVE IN APPEARANCE AND REFLECT OR COMPLIMENT EQUIPMENT SCREENS SHALL BE C)• F-MILJ -1 11— OF THE BUILDING, THE ARCHITECTURE, COLOR, AND MATERIALS (D- iv— I 'o ell) TYPE 'F$ CURB 0, BIKE RACK Ln ON S'xlO' CONC. PAD 18.0' 12./12, 34-5.0, S Q) LOT 2 uj c) (NOT PART OF V) INSTALL 5 CONCRETE SIDEWALK THIS PROJECT) ui ui EV� V) Lo o f V) _j '4 x L-ov L INSTALL BENCH x U- 0 TRASH RECEPTACLE ui INSTALL BENCH & ON 3'x8CONC. PAD C%4 TRASH RECEPTACLE fl ON 3'xB' CONC. PAD ENCLOSED 0 A = 89*52'11 DUMPSTER PAD PLANTERS R = 200,00' A L = 313.70' 12'x'25' LOADING TYPE `F' < CHORD AREA CURB 545*24,35"E Ln 282.52' PLA T 6' WROUGHT IRON FENCE S45'22'58*E A 282.5 7' AI BUILDING 3-STORY , \s-ri r, I J 10 F.F. EL. 126.00 7:7 7 :;A CURB 6' WROUGHT IRON FENCE 10 �NS7A`LL 5' rCNCPE-rE ISIDEW,ALK uE 51.81' PLAT 80' iczl/ N89*36 1 OE OffrA01 r WATM Q"DCH V TYFIE� CENTRAL CATER SYSTEM CONNECTION POINT. EX, STUB0'JTS TIC) THE PROP�ERTI, PROVIDER: CITY OF OCOEE UTILITIES �A CAPACITY REO'D: 630 GPD _9C AWNING (1�' CLEARANCE) 3 u) V�N EX 0 ti -A o F A 0 f-WOPOSED TVE OF BUF F ING LANDSCAPING BUFFER WILL BE PER CITY OF OCOEE CODE SMITMy sm TYPE° CENTRAL SEWER 'SERVICE' CONNECTION POINT: EX, STUBOUT TO THE PROPERTY PROVIDER: CITY OF OCOEE UTILITIES CAPACITY �REO'D: 630 GPD SrAAGE SfG3NAGE TO CONFORM WITH THE CITY OF OCOEE CODE. SOIL rfPES #,94 ZOLFO HYD, GROUP C STORM WATR RETENTION STORMWAIER RETENTION WILL BE. PROVIDED BY THE EXISTING WET DETENTION AREA STREET DEDICATION NO FURTHER RIGHT OF DEDICATION WILL. BE REQUIRED TRAMC STATEMENT DAILY TRIPS GENERATED: SEE APPROVED TRAFFIC STUDY LML" STATEMENT THE WATER, SEWER AND REUSE SYSTEMS, UP 1-0 THE METERS, WILL BE OWNED AND MAINTAINED BY OCOEE. ALI. ONSITE UTILITIES ARE PRIVATELY OWNED A14D MAINTAINED, WETLMDS THIS SITE CONTAINS NO JURISDICTIONAL WETLANDS WELLFIELD PROTECTION THE_RF ARE NO WELLFIELD PROTECTION ZONES ON SITE' LANDSCA �Q 0- QQ C�) lo C 3 0 �0. (o -7, W LANDSCAPE BUf_FER 06, "S 5' UTILITY & DRAINAGE EASEMENT----' I I s 0' 30' 60' SCALE: 1 " = 30' TOTAL AREA: 145,207 SF 3.33 ACRES EXISTING ZONING: C-3 EXISTING LAND USE: VACANT COMMERCIAL PROPOSED ZONING: C-3 PROPOSED LAND USE: MINI-STORAGE,/RETAIL MAX, IMPERVIOUS AREA: 101,645 SF 70.0% IMPERVIOUS AREA: 101,612 SF 70.0% BUILDING AREA- 41,225 SF 28,4% PARKING AREA: 5,620 SIF 03.9% DRIVES AREA: 52,388 SF 36.1% CONCRETE AREA: 2,379 SF 01.6% REQUIRED OPEN SPACE: 43,562 SF 30.0% PROPOSED OPEN SPACE: 43,595 SF 30.0% F'.A.R. ALLOWABLE: 0.3000 PROP. BUILDING AREA: 41,225 SF 0.2840 FAR MAXIMUM BUILDING HEIGHT® 35 FEET (2 STORIES) PROPOSED BUILDING HEIGHT: 35 FEET (3 STORIES) PARKIN(".7' REQUIRED: OFFICE: 1 SP/300 SF GFA RETAIL: I SP/200 5F GFA STORAGE AREAS OFFICE 900 SF/300 SF 3 SPACES RETAIL 3600 Sr/200 SF = 18 SPACES TOTAL SPACES REQUIRED = 21 SPACE PARKING PROVIDED: 28 - 9*x,20' REGULAR SPACES 2 - 12 20' H/ x C2A_5PACES 30 - TOTAL SPACES APPROVED B LOCATION REQUIRE STATE ROAD 50 50 FEET EXPRESSWAY 15 FEET REAR 20 FEET SIDE (ADJACENT TO LOT) 10 FEET INTERNAL STREET 25 FEET 1 0) a vj! CD z: < cn E M 2 do ft C� 0 04 : _CN CN!o) CN o Ctl CC) C12 r �-T c; 0:!, Q C,2 ZC-5 III TRACT OWNER & MAINTENANCE TRACT A WILL BE OWNED AND MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION. TRACT B WILL V, L,-BE OWNED AND MAINTAINED BY THE CITY OF OCOEE < cr_ z 15 1 cr- v LU APPRO" 'ED T/TRACT TABULATION CL LOT/ MAX. BLDG ui b TRACT AREA FOOTPRINT IMPERVIOUS OPEN SPACE 0 L-Li 0 COVERAGE cob 1 3.33 AC 43,516 SF 307. 101,645 SF 70% 43,562 SF 30% p WEST COL ONIA L DRIVE A = 89*5727" S TA TE R OA. D 50 R = 25.00' (,R/#r VABIES) L = 39. 25' CHORD 35.J4" PLAT SWVX S45*26'13"E N89"30'31 "E 22 1.1 If MEA,S' 35-40' M64S IN J;IH',' tA5FOANI A� CL '7— (:D 0 6' STRIPED PEDESTRIAN ACCESS AISLE % 6' CROSSWALK lk GORE STRIPING (SEE DETAIL THIS SHEET) _ �N, A CN LOT 2 IC3 NOT PART OF ai Uj A THIS PROJEC I) C) 0 l :-A (n U_ _j 'q- _j U_ `d- :;z �x U 0 0 A X 6' CROSSTALK 0 (SEE DETAIL THIS SHEET) j CN C*4 04 W (n Ln 8952 'NO PARKING, *'11 R - 200-00' LOADING ZONE' SIGN CHORD -GATE VII: S45*24'35 IE 282.52' PLAT KEYPAD S45*22'58"E 282.5 7' WEAS ZP BUILDING A EkST�NG CROSSWALK ------------ 3—STORT U. L. 126.00 EXISTING STOP SIGN & STOP BAR 7, 6- CROSSWALK 51.81' PLAT SHEET" _41 (SEE DETAIL THIS 0 E _N89*36 0 ff�7' 4 _IV1 clil. 4 % S CP 9 A P G, GATE AWNING KEY PAD UILDING —STOR F.F. EL. 5.25 e:j6 IN F) TORY Uj ZE ILL: 0 Ln (0 -n Ivn CO U. EL. 125.25 0 C'4 A E: _ 7Ej6;0 1 — C) UILDI eTo Y U N 0) F.F. EL. 125.25 0 �7 0 0 V) 0) __j ch 4- ILDING D S"r^ J F.F. EL. 125.25 jp QQ elk I j _0 391- 06 06 EX"T"'G CROSSWALK EXISTING STOP IGN Sc S R TOP SA� 11 TRACT 'A " )NKDMNT?ON POND RIVATE) (NnT PAPT nF a STREET NNE 5105 W 0 8) ($E-E tLIASIRATION BELOW) SIGN BLANKS: .063 gauge aluminum, cbemi,mlly treated to meet ASTM 8449 standard (pretreatment for point or reflective sheeting), Dimensions are to bra g')r.24' mirtinum/0" maximum length, COLOR, Color of the sign facing shall be 1-lighway Grein" in not less than Engineer Grade sheeting, LEGEND/LETTERING: One-half (3j inch whi?� border i'j' it from edge. Street names shall be 6' series 8 letters, the abbreviated "road, avenue, drive, at(-.' shall be 3" series 8, and the district number in the upper right comer of sign shall be %" series I MOUNTING: Mounting shall be two single-sid­,-d signs with attributes above, mounted back to back, with end Pop Riveted together, on a galvanized 9' taist bracket, I'lo edge -clamping style mounting blocks are to be used. POP _" RW City Of' OCOEE LOGO — 6 IX61 ­ HW' 112* WHfW 8ORDER Pop RW W-W41 I t RAWIT-3 I i" I I AM NEM MATERIAL/SIGN 8"S & FACINGS: With tho exception of the Street Name signs (above) all signs shall conform in color, size, legend and logo with specification!3 in the Manuel an Uniform Traffic Control Devices (MLITCD). PLACEMENT SPECIFICATIONS: Placement shalt be ii occordfiece with the MUTCO (sections 2A-21 through 2A-27) with respect to offset from edge of roc 1, heiijfit, etc. Poles should be hurried to a minimum depth of 2�' (30"), allowing 7' to bottom of sign from the level of the traveled roadway. Poles are NOT to be concreted in place, POLES: Sign posts shall be galvanized steel (1—(Ihonne" p,)les, not less than 12' in length (14' or 16' for severe shoulder drop—offs), with minimum -ye;qhl of 3 D)unds per foot, drilled )J* holes on 1" centers full length, ............ . ...... _31 CROSSWALl'. M 0' 30' SCALE: 1" = 30' IN STRIPIN-Q- NOTES:, 1 . PAINT IS ALLOWED WITHIN THE SITE, 2. PAVEMENT MARKINGS IN THE RIGHT OF WAY ARE REQUIRED TO BE THERMOPLASTIC N11 �PoCe'� T.�, q F, vmbol (,)f FR" cri CCC655;i,le routi, no 11?!is 44` wide ;o thot tisers Will ­t /9 6 q, vencily for illeani r, -he. space 111,4 6,4 Fie COMPe{l' d to weOlk or vd­toi: beh,nd perked veh',,:les. (11 4.6-20) FRG) [',",ee 551,5_5041(�"r(g)(1) FS relrff,�:'r� existing Po=kinq orecs� 1 -Tlav ie lev-1 -19 Sig- witi, pa' nn-lvrlt 0 __j 5041(��T 0j r pt,�� JdIng a curb Ar 1 A 6-4, r­'rrF _4�!;Fjh�f3 . n 1,kjnq r1rie'e, cnn he on h r t d f •-)f the 5 4 r V Arc,�,Fq P;sk- rr'L)S ond ccces7 - k=, ?I r I ly to, s06�:ed d[fjrj,no ,w I v d�-E­3­ltp j� ns a w,t� surfac- T-�=es f,: v k v a zone, n - ------ �Tlr4J, 3 FF C, in ail J�rect�c­ s_,� __ 11 ) �T Citntion!, to FfIC cjre to the Floridn AcceF7,vb�lity Code for 12'-0" �'W, NA i n �Vin Huild!ng Gonstruction, Chopter 11 of the r, T 1 6 3 c RC) Florida F-Ladeing C-ode Ototlom,.-- to PS are _,PnCe H T i.11 ASSI S I A N CL D �W'1_1 NC: N iS I N I P N DE I PRO V1 DE IN P)RIV AL to the F ioridc c, ANO N,DT A LEGAl_ r,1F Statutev in ­i S�A]'UTORV O-' R +GULAJORY CPIIERiA Recor-imended Accessib!e 1:1-,3rknci Design for jingle Line Requlrempnts N TS 0-awing by Lcrry v !,nhrv7der, %1A foe th� rlc!rldrro 3r -,!)-q Co-f­iiis;jn .14 C) CID r 0 to V7 M to C) 0 V _V 0 E 0 cc V) V) 2 2 V) V) Z CL < LLJ 0 Lli L) 0 CD IHOMAH f,KELT(* r REGf�iVANP! N(�„42"P52 SHUT: OF; 1 5 =PROP,l 5' RCP' Pi! INV. 120.20 PROP, 80 PVC --INV, 11818 SAMTARP MAIN MOR i 6l" RCP INV. QUO PROP, 6' PVC WATER MAIN PROP, 15" RCP iW_ 122,25 INV. QUO INV, 118.25 75 tLF PVC, �,S,41`,I, SERV ca 2,00% Ica a cv C%4 C> CD .0 C) < => z < E a 'cam (n (A oo UUNNILUI PROPUZ)LU Z rVU WAILK EX 6" 7 SERVICE TO EXISTING STUB OUT A MAIN'\ z CITY OF OCOEE SERVICE AREA ui L.A. 0 0 EX. 2 TLI B� 1�� C) 0 WATE R MAIN Cr• u_ U- /PROP. FIRE 0 0 Qp HYDRANT 0 j A LOT 2 L I I CD L -I_-- 1 RPEIFPS HOSE 8 IS LLJ Li - I ---- -- (NOT PART OF 6" DDCVA bi ui FDC 0- n- Cl W x ui THIS PROJECT) o 0 0 WATER MET w LAJ — IRS V) LA_ — — Z-4- Lo P IV V) U) U) LL_ ILI- x 0 X < - u cc) U- EXISTING 6" DR14 FL-- Of of 0 < 0 12" DIP 0 0 i POLY WS 04 _04 w uj WATER MAIN EXISTING 6" PVC WM tb C14 cy- (n _wA 6" PVC RE -USE Cr WATER MAIN 04 A 89*52'11 R 200. 00' C) 0 3.70' SAN 2 CLEANOUT CHORD SANITARY MANHOLE FIRE SYSTEM S45*24'35"E TOP EL. 124�35 POINT OF CONNECTION 282,52' PLAT INV. �NW) 6`1 PVC 120.25 S45o22'58"E INV. SE) 8" PVC 118 25 CONNECT PPOP 10" WM T(� EXI INMI �_4 282.57' M&4S ­1_4 USING lO'xl2;' WET TAP &� VALVE �EA CITY OF OCOEE SERVICE P' o GENERAL T cwx; FLEt/ATIONS ARE TO TOP OF PIPE GATE, BUILDING 'A' Al OPEN CUT SAN malt 11 2, GATE VALVE ELEVATIONS ARE TO TOP OF NUT? STO RY OPEN 3 Sk, 11TA[Y °h'01HCILE p 3. FIRE HYDRANT ELEVATIONS ARE TO BOTTOM OF FLANGE EXISTING TOP E 124.75 4. STATIONS AND OFFSETS FROM CENTERLINE OF ROAD, 6" PVC SAN. INV. (I IN( INV. 4�;,�X.IS 114.55 1 UNDERGROUND. 117.35 F.F. 11. 126.00 75 LF - --- SERV. @ 2.00% FIRE HYDRANT ROFOS 5. ALL ELECTRIC, CABLE AND TELEPHONE LINES, IF PROVIDED, WILL BE BURIED ��_'�6-LF 10 6. ALL OUTSIDE ELECTRICAL, TELEPHONE, CABLE AND GAS EQUIPMENT SHALLrr k. WATEAIN_.,; BE PLACED AS CLOSE TO THE BUILDING AS POSSIBLE AND PAINTED BLACK CONFLICT #1 AND SCREENED WITH LANDSCAPING, 'A 1 0"W REDUCER— �-3 7. UTILITY PAVEMENT MARKINGS WILL BE RE-ESTABLISHED WITH AN OPEN CUT Q 3� 150 LF - 6" DR14 DR14 FIRE LINE 170 LF - PVC @ 0,50% 51.8 1' PLAT - EXISTRIG 9-O 'Olt 45' 866 8" SAS. %IMN ­ - ____ I __ t --- )JE 3 6 1 SE BIB A r% At A r A i A r (4) 'S CONFLICT #2 - ��'245 LF - 8 FDC'S WATER MAIN 6" DDCVA (8"45' 6- DR 14 BEND - 70 LF FIR LINE (10 228 LF 6" DR 14 4, BOLDING AWNING FIRE LINE F.F. E. 125-25 ILDING 100 LF 6" DR 14 — FIRE LINE STORY �-A CONFLICT #3 o 0 F.F. EL. 125.25 7� 8"xi-51! D'I.kl' _PR E 0 V) FIRE HYDRANT . . ......... INV. 117,35 0 180 IF 8" PVC SAN, MAIN @ 0_` O% '7- F.F. EL. 125.25 V INV, 11,5.5± I A - 8905727" WEST COLONJAL ARIPrE (R/Or VARIES) S TA TE R OA. D 50 L = 39.25 CHORD S4502947"E ip 35.34' PLAT S45"26'13"E N89`30'31 "F 22 1. 1- 1� p MEAS­_ vi _'Mir ,qV _735.40' MEAS IN op 2 ;,,N89`31 31 E UTILfTY- FASEMPIT nRE SYSTEM ANO '30ENALK EASE�MENT\ An POINT OF CONNECTION CONNECT PROPOSED 6" FIRE LINE 77- TO EXISTING STUB OUT rEXISTING CITY OF OCOEE SERVICE AREA -.-6" FIRE LINE T �l '. __ 1 6 �-9 BED r6 LF - PAT, EXISTING 6y 0 2" WATER MAIN WATER MAIN PROPOSED 42- 1,55 LF�T-^—_ FIRE HYDRANT POLY WATER 110 L.F - I WATER DISTRIBUT110N SERVICE POLY WATER SERV. POINT OF CONNECTION WON I F.F. EL. 125.2 �44'1,4,e gift I.V w e G. 06 SAIC"Al?Y SEWER POINT OF CONNECTION 0 C 'IRIJ�`T MANHOLE AT C; ft� E-XISTING 8 PVC STUB OUT CITY OF OCC'EE SERVICE AREA Lf) (jo m s 0 30' SCALE: I" = 30' 10 I AND THERMOPLASTIC WITH IN THE RIGHT OF WAY BASED ON NEW SERVICE LOCATIONS. 4 B. ALL BACKFLOW PREVENTERS WILL BE PROPERLY SCREENED BY LANDSCAPING. D. AN APPROVED REDUCED PRESSURE ZONE ASSEMBLY (R,P,7,) BACKFLOW C12 DEVICE, IS REQUIRED FOR THE DOMESTIC WATER LINE AND IRRIGATION SYSTEM, (A.S,S,E, 1013) Q THE RPZ WILL BE INSTALLED AT THE POINT OF DELIVERY FROM THE WATER S Y S TE_ M, 11, THE INSTALLER IS RESPONSIBLE FOR TESTING ALL DEVICES UPON INSTALLATION, BY A CERTIFIED BACKFLOW TESTER. 12. ON THE FIRE PROTECTION SYSTEM IS REQUIRED TO HAVE AND APPROVED DOUBLE DETECTOR CHECK VALVE, WITH RESILIENT GATE VALVES. 13, IT WILL BE INSTALLED AT THE POINT OF DELIVERY FROM THE CITY OF OCOEE WATER SYSTEM, THE BACKFLOW DEVICE SHALL BE INSTALLED IN THE HORIZONTAL POSITION. I k A CERTIFIED BACKFLOW TESTER WILL TEXT THE DEVICE. I `,. ALL TEST REPORTS WILL BE GIVEN TO THE CRY OF OCOEE UTILITY DEPARTMENT. SEPARATION NOTES: < ft Q) Lr) NEW OR RELOCATED, !JNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER Q) ! El- " MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE -TYPE SANITARY LL_ CL SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER Li Q) Q) PART 14 OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER Li o kz_ A MAINS AND GRAVITY -TYPE SA141TARY SEWERS SHALL BE REDUCED 1-0 THREE FEET WHERE THE BOTTOM �o7 Ln I OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. NEW OR CD RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR CAM VACUUM -TYPE SANITARY SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN 15 AT LEAST SIX => INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE 0 OTHER PIPELINE, HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE, U NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPIE SANITARY SEWER, WASTEWATER OR STORM WATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE 50 THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. AND AT LEAST SIX FEET FROM ALL. JOINTS IN GRAVITY OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A,C. THOMAt" H - e,KF TC P A 0 42-L2 SHUT: OF: 1 u 1 5 STMyam10 FDOT TYPE 'P-4' INLET TOP L. 124,63 EOP EL. 124,21) INV. 120,413 INV, S, �E� WEST COLONIAL DRIVE STATEROA.D td,,,= 89'5727" 2&59 t5o R 21-- 5.110 12az 14 125 52 124.54 12109-- 124.27 CHORD tZ622 124Z2 S45"29'47"E 125.85 ??52 ` 124.2- 35.34! PIAT I EA, A' #` 0j"IE 124,45 �45 2 1 2� T24,2 SW4 E 1 1 _1 I 12� 2 213 35.40' WAS A 8T30-4631 "E 221-11 k \'MILAB B -T _T a 124: 21� 116,42 PLA L-3 U4.4 .08'- _N8V 221. . f24,62 t )T TY EA 125,0 126 DEWALK tFASEMENT - l2t±_L_ 125A I !'I 1� 1� 1 126 124, 18 9 155 LF - 15* STM RC I 2 5 LIPWATh LANOSCAPE re 1127 12 . .... .. ..... FDOT TYPE 'P-4' INLET 125 TOP EL, 124.63 EL W Eop E e EL EOP EL. 124-25 /EOP ELF;ij' 12 1 1 125 INV. 121.25 4A�5j 12 -7, C) 0 EOP EL 200 LF - 18"1 RCP 0 0.50% 124� EOP 2 EL. EOP EL top EL Eop EL 12 124.95 1112!4L. 25.7 05 f2&7 124.65 j igixo 2411 EOP EL '147 1 .8 1 125.50 vi-w a) Eop IL 2 6 EL 27 -191, _,Jop I L 2 CNN Ar_ 125.55 4. 124 OP EL 25.5 124,126.2 t LOT 2 95 25.0 125M SJW EL. S EL S/w EL. EOP O_ (NOT PART' 01-- 125.95 125.25 1256 W, EOP EL. THIS PROJE uJ iE 12C9 Q t-,& M 1 725 29 W � 125 45 7 -Lo UZ ^ -) - , \ u F EOP EL :m u) 104 lat 1 1 L1_ STM Q V 2 A'11 o 1 1��11 P Et FDOT TYPE 1P--4' INLET 1251 EOP EL 1ED24.6 TOP El- 124,63 2 EOP El_ 124,25 INV. E-) 121,25 INV. N) 118.98 INV. S25 LF 12'E) 118-88 Pvc a I OOX FROM ROOF DRAMS % 12 12&o Cy) Q0 NOTE: 'F' CURB TO SLOPE Ti!�D � PAVEMENT ADJACENT Tod INLET STIR--1 2 STM 12 F DOT TYP_ 'E' I N LET 7 DP EL� 5, EOP EL, Z INV,E) °� 82 NV. NE) 9 . 3 C �C7 INV. SE) 17,07 Os- T M 13 FDOT TYPE 'P­V HIT TOP EL. 1 63 p 7 IL, 124,25 (E) 1,NV, (Ni) I 15.72 116,62 STM - 14 FDOT STORM MANHOLE TOP EL. 125= INV. NQ 117-00 INV" NW) 116.02 INV. E) 11 15.92 C A 0 EX. DETENTION ARE), 125,7 1 Ira, MES 7. 1 FDOT 30 RCP (4:1)-- WITH FLOW DISSIPATOR INV115-35 LF 10" PVC @ 1 .00% M ROOF DRAINS F--' A 89'52 * 11 R 200.0or L 313-70 CHORD S45*24'35"E 282.52' PLAT S45*22'58"E s1w 1 282.57' MEAS-­ MOT TYPE 'P-4f INLET T24 \01 TOP EL. 124.63 - -----r EOP EL. 124.25 S )TM 4 INV. �W) 121,25 )T TYPE* FIE' INLET RX INV. S) 120-25 TOP EL, 124A0 124 12 F 'v Nv, F) 119.97 INV, t,I) 119.78 INV, Sw) 119.68 D' 4�5 ------ -- 124, --- I N1 i I s Ef::Effi 0, 30' 60' SCALE: I" = 30' CD - CD 'r' :01 �y Lo M (n CD .12 U1 C� < z < >. cQ E 0 m U pia r--'l L V) Ln V) uj LIB LLJ 0 Ulu 0 0 tA_ U- o 5 LLJ U-i LLJ v2 try C) 0 C) 0 C14 > = 10, T23.21 q ILV 36 C5 fop 9 % 6 100 LF 6" PVC 0 1.00 FROM ROOF DRAINS E EL INV. 121 �45_ FRnKA ROOD"nPAIN17 i CLEANOUT ) 170 LF 8" PVC @ 1,00 12 F 'STM 3 STORY' T EOP EL- FDOT TYPE INLE 25 i5­ TOP EL, 124.40 120,62 V) INV. (E) 2 INV. (W" 120,5 STM 2 IV QL FDOT TYPE 'C' INLET TOP EL, 124.40 INV. 121.25 Ln (o F O� STM 6 c 12500 01 FDOT TYPE 11 INLET iAU EC TOP EL.. 124.40 ------ INV, �E) 120,50 p OZOX STM 5 INV ° W) 120.40 CL FDOT TYPE V INLET TOP EL, 124,40 L C) I 4.k (b INV. 121,25 c) V) A. a- olf 7 STM 125.00 1211 FDOT TYPE INLET 7 EOP EL ( TOP L. 124.40 Ir INV. 121,25 0 0.50 ------ GRADE To CD SW kL l�X, DETENTION AREA) < CLEANOUT 1212 INVI CD -.-- 7'35 LF 8" PVC 0 1.00% �FROM ROOF DRAINS < Z�l CL 9 6 STM 8 CLEANOUT FDOT Ti `PE PE 'C' 111LET ,INV. 119.40', TOP EL, 124,40 N? IN �E) 120.50 INV. W) 120.40 RED& L. 123.0 Z-f 190 LF 8" PVC 0 1 -00ip,-T?c4 FROM ROOF DRAINS _/­' 2217 TRACT A RETENTIONKDETENPON ON PRIVATE) (NOT PART OF - THIS PROJECT) H, .KUTION, PF m RY;1$j0AY!QN 1� �90_49:52 11 OF: 1 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7RUNCAIED DOME PLO WEW All sidewalk :;verb ramps shall hax,e detectable wOrrin,l surfaces that extend the full width 0 the ramp and in tte direction of travel 24 incrie,e (`f10 mrr) from the back of curb, CURB RAMP DETECrAftE WARNING SURFACE '4 u, C-" -4— GENERAL AVES7 1, Public side -walk cvrt,, romps shill be constructed io the pubic right of way at locations that will provide continuous uriobs?ructed pedestroco circulation paths to pedestrian areas, elements 'Mor focXties in the public right of wq, ,y.rwol to accessible pedestrian routes on adjacent sides . Curbed focifitier with sidewalks and those without sidewalks are to have curb romps cnnstru:ted of al' street ineorsectoons and at turnouts that have curbed returns, Partjacurt returns `moll exten,7 10 the oanit prescribed by Index No. 315 to occomodate curb rcmps. Romps constal,-ted at le,,ctions without sidewalks shall have a landing coolstrucled 7f the foie of each am,-, see• Sheet 5. 21 The locof,on and onentotion r4 curb rara­lps shoAl r?e as shown in the plans. 1 Curb romo running slopes lit unre5trainfd sites s,,911 not be, steeper than 1:12 and crass slope shop, be 0,0i or flatter 7ronsitr,a,: slopes small not be steeper than 1:12. When oltpr,ng exislinq pede5frtun focillic.­ where existing site development precludes the accomodotion of 0 lamp slope- of 1:12, a running slope between t:12 and 1:10 is permitted for a rose of 6' maxmimum,arid a runr7ong slope between 1:10 and 1,-8 is permitted for a rise of J' maximum Where compliance with the ,?quiremerts for cross slope cannot be fully -net, the erinimum feosi&6 cro6s slope,, .shalt be or-ovided. Romp running slope is not rer,uired to exceed 8' il length, except at sites where the plans Specify 0 greater length 4, // a curb romp as located where pedestriansmusl walk ocross the romp, then the walk shall have a tronsotlon slopes to the ro,np; the maximum s000pe of the transitions sholl be f:12, Romps with cart, refurnz-, may be used of lo,-atibns where other improvements provide guidance owdLy from, that parl;,)n of curt, Derpend,+-ular to the sidewalk; improvements for guidance ore not required at ;°urb ramps for finei7r pedestrian traffic. 5, Curb romp detectoll,e warning surfaces shalt exteod the fut, width of the ramp and in the direction l,f travel 24' from ffe back o curt, Peiectoble warning surfaces shok' be n h rt o constructed b ' y teAflorinq f., truncated dome pattern in conformance with U S. Ole oo ment f Justice AO�A. Standordi for ACcessible Zvsign, AAA. Acessibifity Gu(del.nes, Section 4,29.2, (detail shown above let(), 7rorlsition slop,is are err, to have detectable warnings. E Unless otl�erwise soloed out it the pldns, the ramp detectable warning surface 5,kofl be colored ir, Gecordame with section 551 of the Standard Specifications. 7, Where a curb ramoo os constructed wiMtrj ex.� tloyiq TMurb, curb and gutter andlor sidewalk,, the existin? curb or curb and gutter shall be rerri:lved to the nearest joint beyond the curb transitions or to the extent that no ren3ciniong serfion of curb or curb and gutter is less than 5' long. The existing side-wolk sholi be remoi­?d to the nearest joint beyond the transition 0ope or ,,Vewook - less 111 5' (one. 8, Alpha—nuo-neric idenI"fications ore for relfa,(&Pce (pans, permits, etc). 0, Public sidewalk curt, ramps are to be paid for as. follows: Romp;, reconstructed sodewolks, waA around -,dewo(k5, sidewalk landings and sidewalk curbs are to be paid for under the contract nd price for Sidewalk Concrete (__ ' Thick), SK Curb trons;t;f)ns and eeconsfrucled curbs ore to be paid for under the 'contract unit price for flee parent ,urb'o ie,, Curt, (,orx , (rype __), If of Curb and Gutter Canc., (rrpe _), tF When a separate pace, itern toy, the remoeal and d,;posal of existing curb, curb and gutter andlor si,4ewalk +s rnt provid&d in the rlorls" the cost of removal and disposal of these features be in:Ivded io the contro-f rind price for now curb, curb and gutter and/or sidewalk t,?spectively, DESIGN N07ES 1, the color requiremet,l on General Note 6 is to p.rovid,- a dark -on -fight visual contrast between tba delectcole wornino surface and the adjacent wAing surfcce, Where adjacent ralking sro*ces orecolored or are cori',tructed w;th materials other than standard Class Portland I:errent Cco.rete, in ­corodnco= with Section 522 of the Standard So ,fi t n lec Ca ic s' the plans must prooA for detectable warning sur-,,ace calory or materials that prov;de the neCesSory Corqrar ?,ther -or-hghf Or foaht-L'7-dork, �)O ­ rv«sAca 'Ilh" ant' o-" rm".0 on ortru, to vsr a401,r Y SIDEWA'K C098 "7J46, rRANsin,)Ns ­f for 11�4,VP 414-1 _-, 10 EWAL K ;J J Remove Bacli, of ¢_'urb on ttate or Vertical CL?bs with o vertical' Sow cut or pdmot wtloe culb Ono Revoct M ro't �- stdowalk pan P Wodfrad and Valley 0,11e, Cowb% Tbl,t.,a l Surface 10 SE C Tl CIN A - A !LC�T s T'r,'�E t. V rovid- JD:�nts AQ Nstc,,Ces uatching The Wdth- Also Place 1:vo,lns:o+ y-Jtints At ),'Ns,soys. 2 gf S_—e P h Dbstr.,_tla, Extsts Whith Pre,­ts The Placirg, Of SIde,,rattq Ai Sher Cantcrzt FnqEhearina OtValk" ;7or Nternat# L:Cot[L^ 3 Alooden A, , Other Spacers V, Not Be pf'm;ft*j SL-Jealk; 0, Eel vewopj A uo caafInq' Of nary v1rl Will Re pol,mitted O' -�f�ree sidnwal'ax Q t PrI"wor aN thou! SpWll; App,oml Lit Pit cMy Fmolsoer Ago Cc rr*" shall Be :,000 ps+ Vim 0 28 Days Coonrlfte S�rface to b- Light 8,00r, F`m;th, 7. Con-Itte D­ewoy Conaf,vction Shad be 6' this,' 6.6/1C,'O WNF. 8, Romps Shni, Hole a To -tee Su,foco, Textured t." a Depth Noe Z. ceeding 1/1' by use c.' Tamp or f sIler In 'Conform -once with Rajulr#-erltv cf FOOT Roodwoy ar,J Trafflt Dos4gn Stdrdwrin, Woo 304 Of Moik Pscimt Mod[fle.3tiors, 9 All ramps rl!inl9 be Ph c,,mpIJmcgP with ADA reqLtraments swolk 7YPICAL PLACEMENr OF PUBLIC SIDEWALK CURB RAMPS AT CURBEO RETURNS Remawo gat 2' EV- TYP,CA[, Dll'vElVA C F S ZE *2% CRCS": SLOPE' MAX. A L'« Cans. �a.wnrk B PLAN VEW TYPICAL SIDEWALK CONSTRUCTION AND RAMP DETAIL T !A, iA91 I lit A i AN P� HA "o"ANAR[ fp 7� J.I 1. r.s �`M'-. � I Vol - f � ''i � �j I rt,u_s'' F�� ,y 1 df'i l r', '? ° _ _ J J %V A FRONT END LOADED FREFUSE CONTAINER DETAIL 14' Wim ResWetlal Street 5, ur, Art-61o, ectk a, pew Cam- 4' Tm:ok' C'mt" 5' 7r1 ak at tit;­­oy. ft S-6 Wdtd Wla Vesh ttO See 4 t. 7. SECTION 8—E Home >> Waste Receptacles — Metal Trash Receptacles "Plal'Frash l3rceplacle's Street Basket 48 Gallon Receptacle • Designed to withstand constant use and harsh weather t • See -through design is ideal for city streets, parking lots, parks, benches and other high traffic areas • Hot -dipped galvanized or powder -coated steel • Tapered design allows nesting for easy storage • Reinforced curled edges for safe, easy handling • Drain holes in bottom prevent water accumulation • Optional dome lid available i 1) i 2 Wee lis Available Colors Galvanized Green Black Red N Blue (RI � rtlr'� Model # USBR52 USSR52E L Description Dimensions 24'* top dia x 33" h 24" top dia x 33" h Weight 35 lbs 35 Ibs, f3enchos Grant Park Heavy -Duty Bench A i:ffil' I V • Plastic -coated steel bench is perfect in a park-- or any setting''` • This park bench offers extraordinary comfort & value • High gloss, thermoplastic finish on 11- 1/2" steel metal slats • Pre -drilled feet for permanent installation, if desired • Two cast steel park bench ends easily attach to seat Available Colors Black BILle Brown Green W' Assembly [PDFI I Spe-,'flcatiions [PDF] Red Beige Burgundy Navy Slue Model Af 7_'escrVion D -,?-I S,Tns PUP954-S4 4 Ee--h m- 75 Itz! 6' Bench 7 E' 25 selt II- _i,./S CFrRM___ -Y 0RI'loof 1 5 PAr L, 20A)' R1 ING SEE T-H-11-S-SHE" NOT , I STABILIZED & COMPACTED SCALE - 1 -- 20' 'Ll FOR PAVE. SPECS SUBGE- NOTE: TO EXTEND 12" BEYOND 111 4' V CURB S-ECTI ON A —A Price $198-00 ea $19800 ea + shipping $1 _028,00 Pa + shipping PAVEMENT SPECIFICATIONS SPECIFICATIONS FOR THE INTERNAL ROADWAYS ARE AS FOLLOWS: SUBBASE REQUIREMENTS: THE SUBBASE SHALL BE STABILIZED TO A MINIMUM DEPTH OF 12 INCHES AND COMPACTED TO 98 PERCENT OF A.A.S.H.T.O. T­180 FBV 50 PS(. BASE REQUIREMENTS: LRAEROCK THE LIMEROCK MATERIAL, MIN. 8" DEPTH, SHALL BE COMPACTED TO A MINIMUM DENSITY OF 98% OF THE MAXIMUM DENSITY OBTAINABLE UNDER A.A,S.H.T.O. METHOD T-180 PRIME AND SANDED, ALTERNATE BASE REQUIREMENTS, SOIL CEMENT SOIL CEMENT, MIN. 8" DEPTH, SHALL BE COMPACTED TO AT LEAST 9,87. OF THE MAX, DENSITY PRESCRIBED UNDER A.A.S.H.T.O. T-134 3000 PSI PRIME AND SANDED SURFACE COURSE: N41NIMUM 11h" TYPE S-111 (1) 13('-5. 10 llike-Citv rat (11) 13C-5"10 Bike-Cityll" 110 NJ F lid, padre 1,0r FICNalion I)lakvilllp 0rdering Inforniation Wt. BIL, 11 Wt. GaIN,11 Unit Price 11 Plus Shipping lv`odel No. liCapacit) II Mountins, 11 5 Surf -ace It—y-O" x 2'-7" 72 lbs. 70 lbs. $620.00 Motor freight 7 �urface I Y-0" x 4'-3" 93 lbs. 99 lbs. $ 810.00 Motor freight _11G-7.10all Surface 11 Y-O" _N 5'- 11 1 l5 Ibs. 122 lbs. $ 1000.0t) Motor ffeight NO'TF: Other sizcs can he manul-nonred upon request. Specifications ;eninles's-steel pipe tier pickets nioql.. sched. 40. AS INJ A500, welded ;eamless-steel pipe 1'+-tr headers and sides °1 I f 1, ca I ion, 0 AIf Met- 1111,irgical joints are M Rj NA elck `-twldard a Black therilloplastic pmder coating 9 tea It) mils, (hick iInishes. 0 trlot-dipped 2ak anized a Co4)red thVi-moplastic pop Ader-coating lollcoatq 9 to 10 mils thick quoled tipon request a Stninlc,4c-,steel consiniction kvith satin finis}) citIoled upon request 2 '0' TYPE Y CURr R/V--P/L I /S -F F, EL., 12 '00 11 X A� ASr-HALT — BASE SEE THIS SHEET FOR PAVE, SPECS `SUS ESE SCALE: 1" 20' H 1"— 'V SECTION 1. Mom VIVO R/W—P/L tl 12 :- xtured O'M �— �/2vxpoqOoo fYPE- - F'--CUR;_� - ­ ­ ­­­ T I P/Vil-P/L I VAR. _711m, ��111 _L/S BERV Ilia' PAI�KINGV 22,0- UP vE'-,z 2110 FARKNG '7'_0 S/W ► SECT10N A -A V Ff, Et­ _MVAMI CURB t� 126.00 U n M C&IRSF -A ?#':j C-)NT. V, Pi WH l- RE �.%'N QiN PLA�l NJ FEINFOP( ED Vy/ 'CONC .,11' CCINC, Rt'(­tcl 25" s AP T", # /C EA. WY P D 4'� _F1 L T 25.001, 2 4,53 121 _123 55± f a -§EE THS SHEET SCALE: 1 20' 11 We ting FOR PAVE. SPECS 4" Drop at All Drives Surface 41 V SCALE. 1 20' H Cq 4' V 2" Li T I I'd 3'R SECTION B— SEC U 0 3/4"R < Base 2". 2 4' 12" -STABILIZED "PIT U_ 2cl T) FIT I DINS U EL. 125,�25 FYI- 25 1 SCALE: 1 20' H 1 4' V S E CTI u" N F—F 2.0 TYPE 'F' CURB P/L ZU TYPE `I -CtJRB 12 t l-Pdu SOD-L/s LFs 126.00 4S ASPHALT SASE SEE THIS SuEl-RASE S SHEET SCALE: 1Aa 20' H FOR PAVE. SPECS 1 4' V K/ TV—r/ L 1 1`,17177-67R/W—P/L NOTE: WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS SLOPE IL F, L ING VAR -.4 ­C_1_ -1 4 Or THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE 25 W-I)IRWE' 100 _91Y r)[k(' ADJACENT PAVEMENT AND THE THICKNESS OF THE LIP SHALL BE 6", UNLESS OTHERWISE SHOWN ON PLANS. F.F. EL. F.F. EL -125. 1 F, EL. 125.2 E 12515� _FYPE 'F' CURB —3 NOTES: 1 . THERE SHALL BE A, 1/2" SEAL JONT BETWEEN BACK OF CURB AND DRIVEWAY. 2. CONCRETE N CURBS SHALL BE 3000 PSI, ESCALE: 1 90' H TYPICAL CURB CROSS 11e 4' V SECTION —E a CD CNI < 0) C> < 0 en E 6 Ln W V) M IAJ LLJ! Z lid UJC> 0 li 0 0C-) 0 LL_ U_ 00 C-) X rJ UJ LAJ CAL. 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I � '_ � 1'� I : THOW, H.- c-KFUJON;' PF 1 11 REGI�104yfww� 427"rl I i , i � SHUT 1 rl- 3 D ; C'4 0 C14 (A m to C) n 0 RQ= PREMW 2"ME`lr�P SCH, 40 GALVANIZED TEE AND HOSE818 PIPE A14D FITTINGS E 2 PROVZE 7EMPORAF- 3. FLUSHING WATER MAINS MAY BE DONETHROUGH THE TIE-IN VALVE �,UPP61RTS AS PFOVIRED, UNDER VERY CONTROLLED CONDITIONS, lop MINIMUM LENGTH (FT) TO BE RESTRAJNED ON EACH SIDE OF FITTING(S). THE FOLLOWING PROCEDURES SHALL HE FOLLOWED: RP TOP ,,­----8ACKR_OW PREVENTER k THE TIE-IN VALVES SHALL BE OPERATED AND PRESSURE TESTED IN METALLIC LOCATING WIRE- EARLY WARNING TAPE III ACCORDANCE WITH THE PRESENCE OF THE UTILITY COMPANY AND ENGINEER TO PLANS APPROVED BY PIPE SIZE 12' TO 30' C�OSESIB VERIFY WATER TIGHTNESS PRIOR TO TIE-IN. VALVES WHICH ARE "UUM FINISHED GRADE 'RfE Cll� 611 In. ,%BCVE ��4VA BREAKER NOT WATERTIGH r SHALL BE REPLACED OR A NEW VALVE GM VALVE 8" 10" 12" 16" 20" 24" 30 36" y NY 5�/ nP13 POU,"­ GRADE 2' SDR9 PVY INSTALLED IMMEDIATELY ADJACENT TO THE LEAKING VALVE. �X'14p� 80 PVC OR SCHD. 8.' PVC, TEST COCK (TYP.) Gkq` VALVE 1 90' BEND 29 37 44 51 65 77 89 105 120 - — ------ B� THE TEMPORARY JUMPER CONNECTION SHALL BE CONSTRUCTED AS DETAILED. THE JUMPER CONNECTION SHALL BE USED TO FILL THREADED DOUBLE STRAP SADDLE — - ------ THE NEW WATER MAIN AND FOR PROVIDING WATER FOR Fl" MAX� ,MON 450 BEND 12 15 18 21 27 32 37 44 50 BACTERIOLOGICAL SAMPLING Or7 THE NEW MAIN AS REQUIRED BY NIPPLE (TYP.) REQUIRED) )PP, ql­oll_� THE FIDEP PERMIT. 22-1/2" BEND 6 7 9 10 13 15] 18 21 24 2" GORP, STOP BEND 9" MIN� 10 12 0 FLUSHING SHALL NOT BE. ATTEMPTED DURING PEAK (2 REQUIRED) 11-1/4' BEND 3 4 5 6 7 8 9 PVC WATER MAIN Typ. c DEMAND HOURS OF THE EXISTING WATER MAINS. AATER LINE'\ NEW WATER LINE OR FORCE MAIN PI_UG OR BRMCh. z 0 ALL DOWNSTREAM VALVES IN THE NEW SYSTEM MUST BE OPEN PRIOR TO OPENING THE TIE-IN VALVE, ........... FINAL GRADE OF TEE 30 39 47 54 69 83 97 116 133 POINT, THE PRESSURE IN THE EXISTING MAIN MUST NOT FLOW n 0 PROVIDE FOR AND MONITOR THE PRESSURE AT THE TIE-IN 1" MW DROP BELOW 35 PSI� METAWC LOCATING WIRE 1 B" WIDE x 6" NOTES: CONCRETE SLAB 1. FITTINGS SHALL BE RESITZAINED JOINTS UNLESS OTHERWISE Q TfE-IN VALVE SHALL BE OPENED A FEW TURNS ONLY, TIE-IN VALVE MUST BE CLOSED AND ENSURING A PRESSURE DROP ACROSS THE VALVE IS ALWAYS FR WITH 114 REMAIN LOCKED, COUNTY TO PROVIDE 9M 2 R Al�') INDICATED. LOCKING MECHANISM, VALVE WILL BE MAIN Jl=_ sFirlICE 2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO GREATER THAN 10 PSL c AROU D EQD OPERAFED BY COUNTY PERSONNEL ONLY, OR GREATER THAN SHOWN IN THE TABLE. C� THE TIE-IN VALVE SHALL BE LOCKED CLOSED BY THE UTILfTY z v COMPANY UNTIL FLUSHING BEGINS. ui 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FnNG TEMPORARY JUMPER DEIAIL �x 0 \:, /o\: S �x D THE TIE-IN VALVE SHALL BE OPENED ONLY FOR FLUSHING OF THE WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF oi A TEMPORARY JUMPER CONNECTION IS REQUIRED AT ALL CONNECTIONS NEW MAIN. THE PROCEDURE SHALL BE DIRECTED BY THE UTILITY TEES OU`TSIDE LIMITS COMPANY AND OBSERVED BY THE ENGINEER, u- BETWEEN EXISTING ACTIVE WATER MAINS AND PROPOSED NEW WATER OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE oz MAIN IMPROVEMENTS, E. AFTER FLUSHING, THE TIE-IN VALVE SHALL BE CLOSED AND RESTRAINED UNLESS OTHERWISE INDICATED. LOCKED IN THE CLOSED POSITION BY THE UTILITY COMPANY. 5. LENGTHS SHOWN IN THE TABLE HAVE BEN CALCULATED IN THE DETAIL ABOVE IS TO HE USED FOR FILLING ANY NEW WATER MAIN OF ANY SIZE FROM EXISTING ACTIVE WATER MAINS AND FOR FLUSHING NOTES: ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST 4� THE CONTRACTOR SHALL PROVIDE DOCUMENTATION DEMONSTRATING I i : OF NEW MAINS UP TO 8" DIAMETER 5 FPS MINIMUM VELOCITY) AND FOR THAT THE REDUCED PRESSURE BACKFLOW PREVENTION DEVICE HAS BEEN NOTES; 1. ALL PIPE AND FITTINGS 2' AND SMALLER SHALL BE RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED ui PULLING BACTERIOLOGICAL SAMPLES MO-M ANY NEW WATER MAIN OF 1 1. ALL PIPE SHALL REQUIRE INSULATED METALLIC LOCATING WIRE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRAS& BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS- 0- ANY SIZE. THE JUMPER CONNECTION SHALL BE MAINTAINED UNTIL TESTED WITHIN ONE YEAR AT THE TIME OF INSTALLATION, & IS IN GOOD m AFTER FILLING, FLUSHING, TESTING, AND DISINFECTION OF THE NEW WORK114G ORDER AT THE TIME OF INSTALLATION. THE TEST SHALL BE (14 GAUGE COPPER) CAPABLE OF DETECTION BY A CAM LOCATOR w PREFORMED BY A QUALIFIED BACK FLOW PREVENTION TECHNICIAN AS MAIN HAS BEEN SUCCESSFULLY COMPLETED AND CLEARANCE FOR USE 2. MD SHALL BE BURIED DIRECTLY ABOVE THE CENTERLINE OF THE PIPE. 150 Ln FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP APPROVED BY CITY OF OCOEE'S CROSS-CONECTION CONTROL PROGRAM. WORKING PRESSURE: ILt P.S.I.* Eu�* I LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX SOIL DESIGNATION: SM SAND S cr_ OTHER PERTINENT AGENCIES HAS BEEN RECEIVED BY SEM. CO UTILIPtES, 5. EXCEPT AS REOUfRE0 TO FLUSH LINES OF GREATER THAN 6" IN 3 _l_­­1 I THIS JUMPER CONNECTION SHALL ALSO BE USED TO MAINTAIN A MINIMUM . AND BE CAPABLE OF EXTENDING 12" ABOVE TOP OF BOX IN,SUCH A DIAMETER, THE TIE-IN VALVE SHALL REMAIN CLOSED AND SHALL BE LAYING CONDITIONS: 3 PRESSURE OF 20 PSI IN THE NEW MAINS ALL THE TIME AFTER LOCKED IN THE CLOSED POSITION BY THE UTILITY COMPANY. THE TIE-IN MANNER SO AS NOT TO INTERFERE WITH VALVE OPERATION. DISINFECTION AND UNTIL THE FDEP CLEARANCE LETTER IS OBTAINED. VALVE SHALL REMAIN LOCKED CLOSED UNTIL THE NEW SYSTEM HAS USE DUCT TAPE AS NECESSARY TO HOLD WIRE DIRECTLY ON THE 6� FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN ADEQUATE THRUST BLOCKING AND/OR RESTRAINTS SHALL BE PROVIDED BEEN CLEARED FOR USE BY VDEP AND ALL OTHER PERTINENT AGENCIES. TOP OF THE PIPE. TEMPORARILY, AS REQUIRED, P$PE AND FITTINGS USED FOR CONNECTING !32 =�l PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR THE NEW PIPE TO THE EXISTING PIPE SHALL BE DISINFECTED PRIOR TO 6� UPON RECEIPT OF CLEARANCE FOR U�E FROM FDEP AND ALL OTHER 4. EARLY WARNING TAPE MAY BE REQUIRED IN ADDITION TO LOCATING OF 1.5. INSTALLATION IN ACCORDANCE WITH AWWA C651, LATEST EDITION. THIS PERTINENT AGENCIES, THE CONTRACTOR SHALL REMOVE THE WIRE AT DIRECTION OF CITY. TAPPING SLEEVE AND THE EXTERIOR OF THE MAIN TO BE TAPPED SHALL TEMPORARY JUMPER CONNECTION, THE CORPORATION STOPS ARE TO BE C:) BE DISINFECTED BY SPRAYING OR SWABBING PER' SECTION il OF AWWA CLOSED AND PLUGGED WITH 2" BRASS PLUGS, TO BE COMPLETED BY THE ENGINEER. C651 - LATEST, 7� ALL INSTALLATION AND MAINTENANCE OF� THE TEMPORARY JUMPER CONNECTION AND ASSOCIATED BACKIFLOW PREVENTION DEVICE, CITY OF OCOEE UTILITIES DEPARTMENT CITY OF OCOEE UTILITIES DEPARTMENT FITTINGS, VALVE, ETC., SHALL BE THE RESPONSIBILITY OF THE C".) CONTRACTOR. CITY OF OCOEE UTILHIES DEPARTMENT CITY OF OCOEE UTILITIES DEPARTMENT PIPE LOCATING WIRE RESTRAINED PIPE TABLE. > REDUCED PRESSURE TEMPORARY DETAIL a 8 JUMPER CONNECTION BACKIFLOW PREVENI'ER U, DATE� FIC: DATE! 108 1990 DWG� --I,-E7A9 PG� 10 ..... .................. ee-"- N BATE: fnG: 501 TJ00N AUG.1990 SP m 02 r4 7 b, cn 24" x 24' x 6" . ..... THICK CONC. PAD CORPORATION CURB STOP CORPORA11ON U-BRANCH TYP, EACH VALVE BOX. SET TOP OF VALVFr BOX STOP (1 MIN.) (SEE NOTE 3) STOP (i MIN.) FI[TTING x 3" DIA. BRONZE DISC TO FINISHED GRADI 3/4 MARK WITH x ANCHORED IN �ONC, PAD 4 BARS ALL WOOD PAINTED AND 6" 14 K �TAMP AS R150 D 3" DIA. BRONZE r CONCRETE COLLAR 'Z 1. [11' _TF S &UND CURB STOP " " " I �'ll " ­ 711� V T I UNPAVED �REAS EE I DISC ANCHORED IN z B EAMERS 2 EA. z" FINISHED GRADE EE DETAILS z CONC, PAD STAMP rs SIZE OF VALVE: AS REQD. �j LLAR ,4 AT 9 TYPE OF VALVE. SERVICE - ----------- -7, 7 DIRECTION & NO, A ADJUSTA& T IRON OF TURNS TO Al POLYETHYLENE POLYETHYLENE OPEN VALVE BOX TUBING (1- MIN.)` TUBING (1- MIN.) - SEE NOTE 2 M J HYDIRMIT VALVE BOX SINGLE METER BOX DOUBLE METR BOX /ANCIAORING T-.F 7 )1 E I BOX SHALL REST ON t (TYP,) _ l,ii '11, 1 -- , I K, L E AND COVER (I -I-, - AND WAT R METER AND WATER METER RESILIENT SEAT BEDDING ROCK NOT (BY CITY) __j (BY C" M� J. GATE VALVE ON VALVE OR PIPE 2500 P.SJ, AND SHALL BE <c ANCHORS CENTERED ON ,ONCRETE MIN. 7 WATER 2" OPERATING NUT MAIN MIN� CORPORA71ON STOP FITTING UNIMPROVED CONDITION tNORMALLY OPEN) C) TOP FLUSH WITH R A, D E 1- 0 k BFIX)ING ROCK AWWA TYPE FO�jk FINISHED GRADE CC THREADS TO METER BOX RESI0 NT SEAT GAIF, VALVE AND Pf ")X �,,l D/\, I R D �N'T/0 LA___I`lN NORM 9" ASPHALT SURFACE ASSEMBLY -I < SADDLE (_j F I- F)EIAIL) POLYETHYLENE TUBING 45 DEG. 6" BEDDING ROCK 30 BASE _F` DEVEL.OPFR MAY i : (z) Lij 1,THF ui 1 N T M WATER MAI N F o JHF SHEAR P A 4" X 4" x 18" LONG �_(�ESSEO t..)P TC-) 4- v P�EWIN F�Nfc�HFD G`RADE m 0 VALVE Box MIN.) PRECAST POST NOTES: 4\1' . \10 SOD TIi'L - REC'ESSED via AND COVER 3" DIAMETER 1, ALL FfTTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT oyk) BRONZE DISC SET IN TYPE CONNECTIONS. C0 GROUT AS SHOWN NOTES: V-ANANCE 9FTWEE.N 2� NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. m IMPROVED CONDTITION ABOVE� 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE BOX INSTALLATION. Or FOLTS AND 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH Tr)P ()F SHFAR Pt-\n NOTES: 2� THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO SHALI_ BE EXPOSED APPROXIMATELY 3' ABOVE FINAL GRADE AND cj�- COME UP TO 2 FOOT DEPTH BELOW FINISHED GRADE. 1,AL1 `�E VINIMUM, 1, BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES 16" AND TIED TO A 2" x 4" x 4" SIAKE WITH THE TOP PAINTED BLUE AND L-Li LARGER, OR AS REQUIRED BY THE CITY FOR CRITICAL OFFSITE VALVES. MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. 2. VALVE COLLAR DIMENSIONS MAY BE REDUCED TO 18" x 1 B" x 6" WHEN CA ry OF OCOEE UTILITIES DEPARTMENT CITY OF OCOEE UTIUTIES DEPARTMENT aTY OF OCOEE UTILITIES DEPARTMENT THE BRONZE IDENTIFICATION DISC ------- CITY OF OCOEE UTILITIES DEPARTMENT IS NOT REQUIRED. GATE VALVE AND BOX DETAIL WATER SEFM6E CONNEc-nON DETAILS VALVE COLLAR DUAIL FlRE HYDRANT ASSEMBLY DETAIL DATE: DWG� FIG7 107 DATE: FIG: 400 IDATE: igm DWG: sERjcm nG: 405 AU01�1990 WX DATE: FEE16,95 DwG: R402 lllv� �'x LOOLY 40, 1-4 1 fi�OMA'�­W, �A�ELTD�j' PE REC4 ON�N6 4�'t)2 SHEEP 140F: 1 5 a VARIES LOT LINE WYE WITH C\� 6 BRANCH - tjj Uj 6* 45" C) BEND z CLEAN -OUT LREMOVABL SEE NOTE 1, PLUG uj z :3 �t ac `VARIES w z SEWER MAJN SIZE VARIES CLEAN -OUT ce (TYP.) WYE WITH NOTE 1 E 6 BRANCH 6" 450 W fE WITH YBENDSEE 6 BRANCH LOT LINE DID j8i�?t PLAN w FINISHED GRADE a4. S OPE TO INA A 1.0% IN. cr_ ROTATE SPRING LINE _-TERMINAL DEPTH 30 AS P[QUIRED FOR (SEE NOTE 3) SEWER MAIN "HOUSE" SERVICE (3' MiN,)(�YP,) SINGLE DOUBLE LATERAL LATERAL .PROFIU NOTES: I. CLEAN -OUT (SHOWN SHADED) SHALL BE INSTALLED BY THE BUILDER IN ACCORDANCE WITH STANDARD PLUMBING CODE. 2. LOCATE SINGLE LATERAL AS CLOSE TO LOT LINE AS POSSIBLE, 25' MAXIMUM, 1 INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE, CITY OF OCOEE UTILITIES DEPARTMENT SERVICE LATERAL DETAIL DATE, 204 I"Y TEE I FLU NT S EWER SEE NOTE 3) -CONCRETE ENCASEMENT OF VERTICAL PIPE -DROP PIPE (SEE NOTE 1) 90* BEND ,—PRECAST STANDARD DROP DETAIL MANHOLE WALL TRANSfTE COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE WALL PVC OR DIP (SEE NOTE 2) -- PRE CAST MANHOLE WALL SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER STAINLESS STEEL BAND - DID R STAINLESS STEEL PIPE CLAMP RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER, 2. THE CITY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DE7AILS FOR CONNECT OF 24* DIAMETER PIPES AND LARGER. 3, AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT CITY OF OCOEE UTILITIES DEPARTMENT UNES WHICH HAVE AN WERT 2' OR MORE ABOVE THE MANHOLE INVERT. MANHOLE CONNECTION DETAILS DATE: DWGiIC I201 TREND WIDTH VARIES W/ SIZE OF PIPE CROWN TRENCH IN UNIMPROVED AREAS 3" M. FINISHED GRADE SEE IN6 N8) X, U :r_ 57< /M A SEE NOTE 4 ui V) COMMON FILL -,PIPE, 0,D,. A A c� SELECT C- W COMMON LAJ jz X FILL u UNDRTHISTURBED 1; Lj is a SEE NOTE 3) x NOTES: 1. PI K BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2, TRENCH BACKFILL- COMMON FILL COMPACTED TO 959 OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3, PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4, (*): 15" MAX. PIPED AND FOR PIPE DIAMETER LESS THAN 24, AND 24" MAX. FOR IAMETER4" LARGER. 5. WATER SRALL NOT BE PERMnTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL. FACING UPSTREAM TO THE DIRECTION OF THE FLOW, 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 8. FINAL RESTORAMON IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY OF OCOEE RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENT OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND CITY OF -OCOEE UTILITIES DEPARTMENT ROAD CONSTRUCTION SPECIFICATIONS. TYPE 8 BEDDING AND TRENCHING DETAIL DWGBBEDD 100 TROWEL- FINISHED CONCRE7 BENCHING CONCRETE BASE SEE MANHOLE CONNECTION DETAILS MANHOLE FRAME & COVER S7, COVERS FLUSH IN (SEE STANDARD DETAIL) p A1v`ED AR EAS & AT FRAMES BEDDED IN MORTAR ELEVA11IONS SHOWN IN UNPAVED AREAS. 2 COURSES OF BRICK (MLN1. 4 COURSES (MAX.) 3'-0" VAY,,L INSWE WAU EPDXY. COAL . TAR., COATINGS,... j PER SPECIFICATIONS 7 4'-0" 5" NIN, 1L < 1MPR�r 1 11 TUF V) BENCHING PER SPECIFICATIONS D Li REINFORCEMENT AND JOINT DETAIL TO BE DESIGNED BY MIN, THE ENGINEER AND M-0 APPROVED BY THE r1Tv 9 9 BEDDING ROCK 2" MIN, CAST-IN-PLACF PRECAST MONOLITHIC CONCRETE BASE BASE u F] NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24*, SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24", 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24* OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. CITY OF OCOEE UTILITIES DEPARTMENT PRECAST CONCRETE MANHOLE PLAN AND SECTION GAF.FIG: AUG. 1990 MHPS 200 I CROWN TRENCH IN TRENCH WIDTH VARIES � DOING D TRENCHING PIPE 3�Imlkllll�,10)VESIEME B W1 SIZE OF DETAIL FOR OTHER RESTOPATION.) SEE NOTE 4- COMMON FILL­z/ PIPE O.'D. nNISHED GRADE-\ M n 9 12" (Typ.- SELECT LD COMMON = iYl S -LECT COMMON FILL C3 fill Uj UJ BEDDING ROCK— CL 1 P PE B-DDING­ 0 T F 8 UNDISTURBED EARTH NOTES: 1. PIPE BEDDING: SELECT COMMON ni I COMPACTED TO 95% OF TIIE hIAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKIFILL COMMON FILL COMPACTED TO 95% OF THE ItWIML34 DENSITY AS POER AASHITO T-180. 3. USE TYPE A BEDDING TBE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. FOR PIPE DIAMETER LESS THAN 24', AND 24* MAX. FOR PIPE DIAMETER 24* AND LARGER. 5WATER !M1 NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL F'11** TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7, REFER I'D SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. 8, GRAVHY SEWERS SHALL UTAJZE TYPE A BEDDING, IF REQUIRED BY THE CRY. BEDDING DEPTH SHALL BE 4- MINIMUM FOR PIPE DIAMETER LESS THAN 15" , MiD 61 MINIMUM FOR PIPE DIAMETER 16" AND LARGER. CITY OF OCOEE UTILITIES DEPARTMENT 9, OEPTH I`OR REMOVAL OF UNSUITABIE MATERIAIL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. TYPE A BEDDING (1TY SHALL. DETERMINE IN THE AND TRENCHING DETAIL RELD REQUIRED REMOVk' OF UNSUITABLE MATERIAL TO REACH SUITABLIF FOUNDATION. DATIim. I go DWGAM 101 13; AILMUMA1111IMPIAM91 PLAN 3-3 /4 22-1 /4 --- 2-7/8 ELEVATION 2 - NON PENETRATING PICK HOLES MACHINED MA SURFACES I / 4 CITY OF OCOEE UTILITIES DEPARTMENT OPTIONAL MANHOLE FRAMEAND COVER (USF 420 TYP.) MTE� im. m I DWG: MMFPM 62 202 as �II80 0 (5 0 z 0 r 0 sp V) C4 Ld 0 U- LLJ CL LLJ V). CDP C) cQ CZ C4 ca CD CL C) Ch: ad < uvem < C) m _j Li LLJ LJ 0 Dow 0 c:) cm 0, ANC 9A, H,-!*ELT'*,v P 72� A r— SlIFTT: OF: 15 WEST COZAIVIAL DRIVE,---- - 1-2 FOOT HIGH S3,ERM ADJACENT TO ROW (BERM TO BE 2 FOOT HIGH FOR MINIMUM 40% BERM LENGTH) A c m 3 6 CO V c N89"350',3 -1 "E 2� 1. 11 IMEAS - V,'j 'SWWX .7 5 16 R7 TREE PROTECTCrj'l": Ap, EAS CIA 11 A�7` may, 6 d = 89*57`27'" STA TE )?OA.D c5o R — 25, 00' L 3 CHORD ,29'471E 35.34' PLAT S45*26'13"E 35.40' MEAS 1-2 FOOT HIGH BERM ADJACENT TO ROW (BERM TO BE 2 FOOT HIGH —FOR MINIMUM 40% OF BERM LENGTH) ,d 89'52'11 R 200.00' L 313.70' CHORD S45*24"35"E 282.52' PLAT�__,/ 2 ,545*22*58T, CM 28Z57' MtAS h— V v HM-1, rK LOT 2 (NOT PART OF THIS PROJECT) FOOT HIGH BERM ADJACENT TO ROW (BERM TO BE 2 FOOT HIGH FOR MINIMUM 40% OF BERM LENGTH) TOTAL # OF EXISTING 7REES (INCHES) 67 (820") TOTAL # OF EXISTING lf,liil"HES TO FMAIN 12 (159') TOTAL # OF REPLACEME11T INCHES, TO BE REMOVED 26 (456") TOTAL # OF NON -REPLACEMENT INCHES TO BE REMOVED 29 (205") TOTAL # OF TREES 10 ElE REMOVED 55 (661 REPLACEMENT RATIO 4:1 REQUIRED 26(4) = 104 TREES TOTAL TREES TO BE PI-ANTEC ABOVE 26 TREES LANDSCAPE QUANTITIES LEGEND........ SYMBOL OUt*TITY EESCRIPTION KEY COMMON NAME BOTANICAL NAME 'I 0 SHil E TREE Q-V. LIVE OAK QUERCUS VIRGINIA 75 fI LNDR_`zlfRY TREE C-M, CRAPE MYRTLE LAGERSTROEMIA, INDICA GGO 539 SHRUB V-0, SWEET VIBURNUM VIBURNUM SUSPENSUM 150 GROUND COVER C,k COONTIE ZAMIA sp. 9 000 SF TURF CRASS A.B. ST. AUGUSTINE SOD STENOTAPHRUM SECUNDATUM in A OT 30' 60' SCALE: 1" = 30' SPECIFICATIONS 3-3W' DBH, 10'-12' HEIGHT 5' SPREAD, CONTAINER GROWN 2-2h" DBH, 8'-10' HEIGHT 3' SPREAD, CONTAINER GROWN 3 GALLON, 24"x24" 1.75" CAUDEX SIZE PASPALUM NOTATUM ----------- - APPROVED LMEMCAK --NOM* 1, 1ANONDSCAPIS ("AN TO BE INSTALLED PER CITY OF OCOEE LOID DEVELOPMENT CODE, IN BE DEVOID OF SHRUBS AND GROUND COVER, LANDSCAPE SETBACKD 2. AREA 11 411 BACKIFLOW DEVICES TO BE LOCATED BACK FROM THE STREET FRONTAGE AT INCONSPICUOUS LOCATION REQUIRE[) LOCATIONS AND PAINTED GREEN AND LANDSCAPED WITH A DOUBLE ROW OF SWEET VIBURNUM, 36" IN !STATE ROAD 50 25 FEET HEIGHT. MASONRY DUMPSTER/SOLID WASTE ENCLOSURE SHALL BE SCREENED WITH A 3 FOOT HIGH SOE 10 FEET 5 1 .8 1 PLAT LANTED HEDGE AROUND THE PERIMETER OF THE ENCLOSURE. 2 ­_­ ­1 ­ �y REAR 10 FEET 5. ALL OUTSIDE ELECTRICAL, TELEPHONE, CABLE, AND GAS EQUIPMENT SHALL BE PLACED AS CLOSE To --N-8,9*36- E-- !N! , I'HF- BUILDING AS POSSIBLE AND PAINTED BLACK AND SCREENED WITH LANDSCAPING. R 15 FEET 6. NO FREES TO BE PLANTED WITHIN 10 FEET OF ANY UTILITY PIPES, 5 --- ---- ---------- . .. ...... TO til Qv tAt!2KAPE lA iEVU ELDjPR0VIQEQ,, LAN25_22E --QUANTITIES REQUIRED: 25 INTERIOR INTERIOR LANDSCAPE REQUIRED: C%4 AREA OF PAVEMENT = 5f.3,008 SF I TREE/4 SPACES (50% SHADE TREES) + 50% GROUND COVER 10% OF 58,008 SF = 5);,01 �F R6�OUIPEC_l 30 SPACES(1/4) = 8 TREES + 5,801/2 = 2,901 SF G.C. __j Lud Ld SHADE TREES = 4 INTERIOR PARKING LA14D z AP 7, kRE�LPR, .__ 1___�Y� UNDERSTORY TREES 4 U- /" LANDSCAPE AREA PRC^lVIITl'l9 IN FkvE�_' 4SEA = 6,542 SF SHRUBS/GROUND COVER = 2,901 SF L0, CM _c() G PERI ETER 'LL BUIWIN 4�,EA F'EgQffl LANDSCAPE REQUIRED ADJACENT TO BLDG: orf LENGTH OF BUILDING PERIMETER = .560 71 TREE/30 LF (50% SHADE TREES) + 50% SHRUBS G.C. 560 LF/30 LF 18.7 TREES + 5,600 SFx.50 !I i 10,X560, r- 5,600 SF RU) 2,800 SF G.C. SHADE TREES = 10 BUILDING PERIMETER J LAN(!KkFIL PROVIDE-1 UNDERSTORY TREES = 9 LANDSCAPE AREA PROVID�'D ADJACEN'T TO BUILDING = 4,701 SF SHRUBS/GROUND COVER = 2,800 SF LANDSCAPE AREA PROV101.) ON REtAkNDER OF 51TE 899 5F L0 1ALt �CAP AREA REMIT-1 LANDSCAPE REQUIRED ADJACENT TO SIR 50: U LENGTH OF P/L ADJAr:01�7` TO SR 50 2120,96 FT 2 SHADE TREES/100 LF + 3 UNDERSTORY TREES/100 LF 25'x221' = 5,525 SF FD"�UIRrD ' = U.T. 2221 LF/10OX2' BERM 407. OF LENGTH+ =221 LF/10OX3 221x.40 = 88 Fit C) 30% OF BUFFER TO BE SHRUBS & GROUND COVER LANDSCAPE AREA 1 PRCVI["' __Rx 50. - ­_ _L 5,525 SF x 0.30 = 1 657.5 SF Co ' (.n 104 AREA PROVIDED = 51,52�,, S)F SHADE TREES = 5 UNDERSTORY TREES 7 SHRUBS/GROUND COVER = 1,657.5 SF m z, LAN CAPE AREA REQU-11 WESTRUN RD.: 11 Q_&C! LANDSCAPE REQUIRED ADJACENT TO WESTRUN RD.: 2 SHADE TREES/100 LF + 3 UNDERSTORY TREES/100 LF LENGTH OF P/L ADJACENT TO WES7RJ14 RD. 476 FT 476 LF/10OX2 = 10 S.T. + 476 LF/10OX3 = 14 U.T. 15'x476' = 7,140 SF REQUIRF0 2' BERM 40% OF LENGTH = 476x.40 =-- 190 FT 30% OF BUFFER TO BE SHRUBS & GROUND COVER LALQ5C PE AR�A PROM QILAjjAC'FNT TO WESTRUN RD.., 7,140 SF x 0.30 = 2,142 SF Y11T AREA PROVIDED = 9,500 SF SHADE TREES = 10 UNDERSTORY TREES = 14 U, EL. 125.25 SHRUBS/GROUND COVER = 2,142 SF I Aq UCAPE WAREA REOUIRwQ AJ�LA�,V 0 SR 429: LANDSCAPE REQUIRED ADJACENT TO SR 429: 2 SHADE TREES/100 LF + 3 UNDERSTORY TREES/100 LF OF P/L ADJACENT TO SR '�21 =- 600 FT 600 LF/10OX2 = 12 S.O. + 600 LF/10OX3 = 18 U.T. 1. 1 O'x6OO' = 6,000 SF R'i-OLIIREO 30% OF BUFFER TO BE SHRUBS & GROUND COVER 60000=6,000 SF x 0.30 = 1,800 SF C> 0 E�n m v) --t 1 T I C! ,4 vu) 0 a-, co E LD z cQ wl: VtP ur) (n w V) (n V) ca L'i ui w e-I �Li uj uj t 0 0 0 �73 LJ CD: 0 0 Cy LL-, LL. LL-. tJQ o 0 n, �= it a_ CL aim n a ui LLJ w V) Lu Fu E 25 C:> a C) CD C) (z), N CN c > R IN __1 co r- (o to 0 ca CD 0 01 W c� Z Cil ;F s� C9 r z 0 4,110MAS` k­ ;,KiELTOW, , PE Ll' 5 _I-, FLEET: L 1 OF: L2 a 8� ALL CONTAINERS SHALL BE CUT AND OPENED FULLY, IN A MANNER THAT WILL RABLA __7--SzEN0& NOT DAMAGE THE ROOT SYSTEM. CONTAINER GROWN PLANTS SHALL NOT BE 1,01 WORK DESCRIPTION REMOVED FROM THE CONTAINER UNTIL IMMEDIATELY BEFORE PLANTING. A. THE WORK IN THIS SECTION CONSISTS OF FURNISHING, PLANTING, WATERING, FERTILIZING, 1� BARE ROOT PLANTS: NO BARE ROOT PLANTS SHALL BE USED. MAINTAINING AND MULCHING7 ALL PLANTS AND LAWN AREA OF SPECIES, SIZE AND QUANTITY AS INDICATED ON THE LANDSCAPE ARCHITECTURE DRAWINGS OR AS DIRECTED BY THE C. PLANTING MATERIALS: IANOSCAPE ARCHITECT. 1� TOP SOIL/BACK FILL: A. TOPSOIL SHALL BE FRIABLE LOAM TYPICAL OF LOCAL CULTIVATED TOPSOIL, 1 DELIVERY, STORAGE AND HANDLING CONTAINING AT LEAST 10% DECAYED ORGANIC MATTER (HUMUS). IT SHALL BE �02 TAKEN FROM A WELL DRAINED SITE, IT SHALL BE REASONABLY FREE OF A PLANT TRANSPORTATION, STORAGE AND HANDLING SHALL COMPLY WITH ALL FEDERAL AND WEEDS, SUB SOILS, STONES, CLODS, STICKS, ROOTS AND OTHER OBJECTIONABLE AND STATE REGULATIONS, 'STORAGE OF ANY MATERIAL ON SITE SHALL BE COORDINATED EXTRANEOUS MATTER OR DEBRIS� IT SHALL NOT CONTAIN TOXIC MATERIALS WITH THE OWNER. AND SHALL HAVE AN ACIDITY RANGE OF pH 5.0-7.0� TOP SOIL FROM NUT GRASS OR TRTOPEDO GRASS INFESTED AREAS WILL NOT BE ACCEPTABLE. 1 �03 GUARANTEE A THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTING WORK FOR A PERIOD OF EL ANY NECESSARY SOIL TESTING SHALL BE THE LANDSCAPE CONTRACTORS 12 MONTHS AND ALL SOD FOR 6 MONTHS AFTER THE DATE OF PROVISIONAL ACCEPTANCE. RESPONSIBIUTY. ALL PLANTING BEDS SHALL BE TESTED AND AMENDED DURING THIS PERIOD THE LANDSCAPE CONTRACTOR SHALL CONTINUE THE OBSERVATION AND AMENDED FOR PERCOLATION PRIOR TO PLANT INSTALLATION OF PLANTS AND GUARANTEED WORK, THE CONTRACTOR SHALL SUBMIT MONTHLY C� SOIL PREPARATION: PRIOR TO PLACING MIX AND BACK FILL OR COMMENCING OBSERVATION REPORTS TO THE OWNER WITH A COPY TO THE LANDSCAPE ARCHITECT WITH PLANTING, ANY OR ALL AREAS THAT HAVE BEEN PREVIOUSLY COMPACTED DURING THE GUARANTEE PERIOD. THE PURPOSE OF THESE REPORTS IS TO STATE ANY RESPONSIBILITY FOR PARKING LOTS SHALL BE EXCAVATED AND OTHER AREAS ARE TO BE ROTOTILLED MAINTENANCE DEFICIENCIES OBSERVED, IT 15 THE LANDSCAPE CONTRACTOR'S 10 REPORT THESE TO PROTECT HIS GUARANTEE. FAILURE TO SUBMIT REPORTS ELIMINATES AND TREATED WITH PRE -EMERGENT HERBICIDE, ANY CLAIMS 'THAT THE GUARANTEE 15 NOT VALID DUE TO IMPROPER MAINTENANCE BY 2. FERTILIZER: FERTILIZER SHALL BE A COMPLETE FERTILIZER OF WHICH 50% OF' THE THE OWNER. THE ELEMENTS SHALL BE DERIVED FROM ORGANIC SOURCES. OSMOCOTE SLOW RELEASE R REPLACEMENT OF DEFLECTED PLANTS: ANY DEAD PLANTS, PLANTS SHOWING INDICATIONS 9 MONTH FORMULA OR EQUAL SHALL BE PLACED ACCORDING TO DIRECTIONS ABOVE OF LACK OF HEALTH AND VIGOR, OR PLANTS WHICH DO NOT EXHIBIT THE CHARACTERISTICS EACH PLANT. IT SHALL CONTAIN THE FOLLOWING MINIMUM PERCENTAGES BY WEIGHT� TO MEEI SPECIFICATIONS SHALL BE REPLACED BY THE LANDSCAPE CONTRACTOR WITHIN TW(_l WEEKS OF WRITTEN NOTICE FROM THE OWNER OR LANDSCAPE ARCHITECT. THE k NITROGEN N-18% REPLACEMENT PLANTS SHALL BE FURNISHED AND INSTALLED AT NO ADDITIONAL COST & PHOSPHORUS P_6% TO THE OWNER AND SHALL BE GUARANTEED FOR TWELVE (12) MONTHS FROM THE DATE OF C. POTASSIUM K-12% INSTALLATION. ALL REPLACEMENTS SHALL MEET ORIGINAL SPECIFICATIONS, D� OTHER ANALYSIS AS MAY BE APPROVED BY THE LANDSCAPE ARCHITECT, E� IN ADDITION THE RECOMMENDED MICRO NUTR�ENTS MUST BE PRESENTING THE THE LANDSCAPE, CONTRACTOR SHALL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT GUARANTEED ANALYSIS IN WRITING, TEN DAYS PRIOR TO THE END OF THE GUARANTEE PERIOD. THE GUARANTEE SHALL BF EYTENDFD UNTIL SUCH WRITTEN NOTIFICATION IS RECEIVED, PLANTING MIXTURE: PLANTING MIXTURE SHAI_L CONSIST OF APPROXIMATE.Y FOUR PARTS OF ACCEPTABLE NATURAL TOPSOIL AND rDNIE PART PULVERIZED PEAT OR 1 JOB CONDITIONS STERILIZED MANURL ACCORDING TO DIRECTIONS COYMERCIAL FERTILIZER 14AViNG AN �04 A PROTECTION, THE LANDSCAPE CONTRACTOR SHALL PROTECT ALL MATERIALS AND WORK ANALYSIS OF 18 6 12, SHALL BE ADDED TO 7i-�,-- B ' `FTOM OF EACH PLANTNG, HOLE, A. AZALEA MIXTURE MUS,T BE USED FOR PLANTS WHIC�, �`REFER LOW cH. THE AGAINST INJURY FROM ANY CAUSES, LANDSCAPE CONTRACTOR SHALL PROVIDE AND NUTRIENT PERCENTAGES-MIRACID 30 IC 10, PLANTS WHICH PREFER L'OW pH MAINTAIN ANY NECESSARY SAFEGUARDS FOR THE PROTECTION OF THE PUBLIC. HE ARE AZALEAS, BLUEBERRIES, CAMELUAS, DOGWOOD, --ERNS, FIR, GARDENIAS, SHALL BE HELD RFSPONStBLE FOR ANY DAMAGE OR INJURY TO PIERSON OR PROPERTY HAWTHORN, HOLLY, HYDRANGEA, JUNI=7R, LAUREL, MAGNOLIA, OAKS, ORCHID, WHICH Mp OCCUR AS A RESULT OF HIS EXECUTION OF HIS WORK, PINE, RHODODENDRON AND PHOTINFAIS, R, EXISTING CONDITIONS: 1. THE LANDSCAPE CONTRACTOR SHALL EXERCISE CARE IN DIGGING AND OTHER WORK R. ACCEPTABLE ARTIFICIALLY PREPARED PLANTING COMPOST MATERIAL APPROVED BY THE LANDSCAPE ARCHITECT WILI BE PERMITTED, IN LIEU OF THE PULVERIZED T SO AS NOT 70 DAMAGE EXISTING WORK INCLUDING OVERHEAD OR UNDERGROUND PEAT OR STERILIZED MANURE, IN THE PREPARED NATURAL TOPSOIL MIXTURE PIPES, CABLES AND UTILIrY LINES OF ANY KIND. SHOULD THE OVERHEAD OR FOR USE AS BACK FILL MATERIAL. UNDEPGROUND OBSTRUCTIONS INTERFERE WITH PLANTING, THE LANDSCAPE ARCHITECT SHALL BE CONSULTED AND WfU - ADJUST THE LOCATION OF PLANTS MULCH: WOOD MULCH SHALL BE SHREDDED CYPRESS, PINE BARK, PINE NEEDLES, TO CLEAR -SUCH OBSTRUCTIONS. THE LAN6SCAPE C014TRACTOR SHALL BE MELALEUCA MULCH, LAVA ROCK OR OTHER, FREE OF WEEDS, OR OTHER DEBRIS. RESPONSIBLE FOP THE IMMEDIATE REPAIR OF ANY DAMAGE CAUSED BY HIS WORK- ALL ROCK AREAS SHALL HAVE FILTER FABRIC BENEATH 2. SHOULD ANY OBJECTIONABLE MATERIALS SUCH AS OLD CCNCRETE, BRICKS OR WATER: SUITABLE WATER AND WATERING EQUIPMENT FOR THE IRRIGATION Or -H7 NEW OTHER DEBRIS BE ENCOUNTERED DURING PLANTING ()PERATtONS, THEY SHALL BE PLANTINGS DURING THE PROGRESS OF INSTALLATION �AND THE GUARANTEE PE=vc: S�-4L;l REMOVED FROM THE SITE BY THE LANDSCAPE CONTRACTOR� BE PROVIDED BY THE LANDSCAPE CONTRACTOR. ARPAZzElvENTS MAY BE MADE �8:7;-� 1 QUALITY CONTROL THE OWNER, IF TlI41;' PERMANENT IRRIGATION SYSTSk,A �-;AS P771,41 INSTALLED AND IS �05 ORE RABLE. A THE LANDSCAPE ARCHITECT SHALL -HAVE THE RIGHT AT ANY STAGE OF THE OPERATIONS TO REJECT ANY AND ALL WORK AND MATERIALS WHICH IN HER OPINION DOES NOT MEET 1, —.—.NNmmL= WITH THE REQUIREMENTS OF THESE SPECIFICATIONS� 3.01 PREPARATION 9� ALL PLANTING SHALL BE PERFORMED BY THE PERSONNEL FAMILIAR WITH PLANTING PROCEDURES AND UNDER THE SUPERVISION OF A QUALIFIED PLANTING FOREMAN, ANYTHING PLANTED TOO A- UNDERGROUND OBSTRUCTIONS: HIGH OR 700 LOW OR WITHOUT FERTILIZER OR WATER RINGS SHALL BE THE RESPONSIBILITY OF 1, UPON REQUEST FROM THE LANDSCAPE CONTRACTOR, THE OWNER SHALL PROODE PLANS VHf- CONTRACTOR. SHOWING THE LOCATION OF UNDERGROUND UTILITIES AND/OR WILL ASSIST THE LANOSCAPE CONTRACTOR IN SECURING UNDERGROUND LOCATIONS FROM THE OTHER Ll�, NORK SHALL NITH AmclUCABLE CODE AND REGULATIONS, PUBLIC UTILITY COMPANIES, SUCH AS TELEPHONE, CA13LE AND ELECTRICITY ETC. �IT�� I-C CTH.ER TRADES TO 2 IN THE EVENT THAT ROCK, UNDERGROUND CONSTRUCTION WORK, UTILITY LINES OR OBSTRUCTIONS OUT OF THE ORDINARY ARE ENCOUNTERED IN ANY PLANT PIT EXCAVATION, ALTERNATIVE LOCATIONS SHALL BE SELECTED By TH7- LANDSr-APEt QUANTITIES ARCHITECT, WHERE LOCATIONS CANNOT BE CHANGED AND THE A IN THE EVENT' OF A DIFFERENCE BETWEEN QUANTITIES LISTED IN THE PLAt-1 LIST AND THOSE REMOVED THE OBSTRUCTION SHALL BE REMOVED TC " -'zil-7--� �-- 31 _;7_�-C-6 5RADE AND NO LESS THAN 6" BELOW BOTTOM OF THE R00-7 IS PROPERLY SHOWN ON THE PLANS, THE PLANS SHALL CONTROL THE QUANTITIES, THE LANDSCAPE INSTALLED AT THE REQU�RED GRADE, CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO ISSUANCE OF CONTRACT. Cr �7_4'q-!!NG EEDS -'%--/OR PLANT HOLES� WHEPE EXCAVAT:10N, EN,C'2_'q7ERS MATERIALS WHICH ARE UNSUITABLE FOR PLANr GPCW`��, ALL C` TI4E !�INSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH P,-ANTtNG pA�YTUPE, 2�01 MATERIALS ;7XCAVATtON EN=.Nl7ERS MATERIALS WHICH ARE SUITABLE FOR PLANT GROWTH, 1) (IENERAL THi , PLANT HOLE EXCAVtT�'DN SHALL BE CYLINDRICAL IN S;-�A=E, W7�� 7HE SIDES 1� NOMENCLATURE: ALL TREES, SHRUBS AND PLANTS SHALL BE TRUE TO NAME AS VEPOCAL PLANTS SHA!-, EE CENTERED IN THE HOLES! &;H ;�4E VERTICAL, ESTABLISHED BY THE AMERICAN JOINT COMMITT EE ON HORTICULTURAL NOMENCL_A%,Rl� (N(I( NECESSARILY PER�END,�CULAR To GRADE), �01-47��-,N 4S 5�-:'AN 1,N DETAIL. 0 - PUBLICATION: "STANDARD PLANT NAMES�" THE DESIGNATED AUTHORITY FOR THE FEVILIZER IS TO BE PLtC!E0 AT THE TOP 0:7 EAC-4 0,-!,N- 'TO DEEP ROCTiNG_ IDENTIFICATION OF ALL MATERIAL SHALL BE THE TWO PUBLICATIONS OF L.H� AND MANUAL OF CULTIVATED PLANTS AND ALL SPECIMENS SHALL BE TRUE TO 2, GRADE STANDARDS AND QUALITY: ALL PLANTS SHALL BE NURSERY GROWN AND OF EXISTING TREES� THE CONTRACTCR SHAU_ PROTECT EXISTING TREES FROM COMPLY WITH ALL REQUIRED INSPECTION , GRADING, STANDARDS AND PLANT REGLIL,47-.��_z � -,;; 'LL REMOVE DAMAGED r�qEE AND �lo-iERE DAMAGE DOES OCCUR, THE CONTRAC�L , SHA AS SET FORTH IN THE FLORIDA DEPARTMENT OF AGRICULTURE, "GRADES AND STA�_L='__S �T WITH THE APPROPRIATE KIND AND SIZE RECOMYENDED BY THE LANDSI�APE FOR NURSERY PLANTS", PART I AND 2 (INCLUDING REVISIONS). AT NO ADDITIONAL COST TO THE OWNER, k THE MINIMUM GRADE FOR ALL TREES AND SHRUBS SHALL BE FLORIDA IJ(7 UNLESS OTHERWISE INDICATED AND ALL PLANTS SHALL BE HEALTHY, I�PADES� IT SHALL BE THE RESPONSIBILITY OF THE L4N:SCAPE CONTRACTOR To FINP-S- 7NE) VIGOROUS, WELL BRANCHED AND DENSELY FOLIATED (WHEN IN LFAF) GRAUE AI'L LANDSCAPE AREAS ELIMINATING ALL SLjRFA`E IRREGULARITIES, DEPRESSICI,"s, S-ICKS, SHALL HAVE HEALTHY, WELL DEVELOPED ROOT SYSTEMS AND SHALL'e- STONES �t�D OTHER DEBRIS TO THE SATISFACTION OF -'THE LANDSCAPE ARCHITECT. AF7EP, THE: OF DISEASE, INSECT PESTS, EGGS�, OR LARVAE AND THEIR EFFECTS. GRADE HAS BEEN ESTABLISHED AND COMPACTED TO THE REQUIRED DEPTH, NO SOD SHALL 9E LAID UNTIL THE GRADE HAS BEEN APPROVED. 3� MEASUREMENTS: AFTER PRUNING AND SHAPING, THE MINIMUM ACCEPTABLE SIZF OF ALL PLANTS MEASURED WITH BRANCHES IN NORMAL POSITIONS SHALL CONFGP%4 3.02 PLANTING To THE 3PECIPIEO SIZES AS SHOWN ON THE PLANS. SIZES SPECIFIED ARE Mftkjl_�,� 5TANDARDS, PLANT5 SHAL,_ EQUAL TO OR LARGER THAN ALL CATEGORIES (HEIGH'i A SFI-TING OF PLANTS: 5PREAU, CALIPER) ()P- SIZE SPECfFICADONS� DEVIATIONS FROM THESE WHEN LOWERED INTO THE HOLE THE PLANT SHALL REST ON A PREPARED HOLE BOTTOM " MFASUREIVIENTS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT� CALIPER `7�- SUCH THAT THE ROOTS ARE 1 ABOVE THE LEVEL OF THEIR TREE TRUNK'S SHALL BE MEASURED 12" ABOVE THE ROOT BALL, DsH 4 FEET FVIOUS GROWTH AND SO ORIENTED SUCH AS TO PRESENT THE BEST APPEARANCE, FIR, THE CONTRACTOR, WHEN SETTING PLANTS IN HOLES, SHALL MAKE ALLOWANCES FOR I PLANT PFOTFLCTION� PLANTS SHALL BE PROTECTED UPON ARRIVAL AT THE 5�TE ANY GREATER ANTICIPATED SETTLING OF THE PLANTS, BY BEING THOROUGHLY WATERED, KEPT MOIST AND PROPERLY MAINTAINED UNT11-, P,_PN­7E�Z BACK FILL SHALL BE MADE WITH PREPARED TOPSOIL AS SPECIFIED IN SECTICN 3�1 R VILANT MATERIALS: PLANTS FOR' LANDSCAPING SHALL BE CLASSIFIED UNDER THE FCLLC'M`Z_3 lklV:1 SHALL BE FIRMLY PACKED AND WATERED IN, SO THAT NO AIR POCKETS REMAIN. DESIGNATIONS, WITH REFERENCE TO METHOD OF CULTIVATION, ROOT SYSTEM STATUS, ETC THf QUANTITY OF WATER APPLIED IMMEDIATELY UPON PLANTING SHALL BE SUFFICIENT I BALI-ED AND BURLAPPED: PLANTS SO CLASSIFIED SHALL BE DUG WITH FtRV THOROUGHLY MOISTEN ALL OF THE BACK FILLED EARTH, PLANTS SHALL BE KEPT ROOT BALLS OF' EARTH, OF SUFFICIENT DIAMETER AND DEPTH TO INCLUDE MCS7, :� 'I� r T �� E �N A MOISTENED CONDITION FOR THE INITIAL TWO WEEKS AFTER PLANTING. FIBROUS ROOTS. THE ROOT BALL OF THESE PLANTS SHALL BE PROPERLY WRAPP�"- �i�` - OURLAP SACK MATERIAL AND REMAIN PROTECTED AND WET UNTIL THEY ARCE `,_4N7r-,_, THF AND GUYING: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL r- A�j PLANt SHALL BE HANDLED ONLY BY THE EARTHBALL AND NOT BY THE - : T S E L: 'Ll !N A PLUMB, UPRIGHT POSITION UNTIL THE END OF THE GUARANTEE PERIOD, STAKING BALLED AND BURLAPPED PLANTS WHICH CANNOT BE PLANTED IMMEDIATELL, UP"'N sc-, THE OPTION OF THE CONTRACTOR, ALTHOUGH ALL DAMAGED PLANTS RESULTING FROM SHALL BE HEALED IN THE GROUND AND SHALL BE WELL PROTECTED W7 50�L, WE-; Y�,,Y�s OR -ACK OF PROPER STAKING AND GUYING SHALL BE REPLACED BY THE LANDSCAPE OTHER ACCEPTABLE MATERIAL. THE PLANT SHALL BE SET WITH THE BUR�LAP ^,OVE;z mNTA�-_- AT NO EXPENSE TO THE OWNER. ALL TREE GUY WIRES SHALL BE FLAGGED WITH WITH THE BURLAP SHOWING, UNTIL INSPECTION, AT FINAL INSPECTION Tl_4:_ SURLA�:: WILL qE Pvc PIPE 2' LONG (',I,Jf AWAY TO GROUND LEVEL, FAILURE TO CUr AWAY OR LAY BACK BURLAP AFT-�lp --LANIMNG MAY CONSTITUTE REJECTION OF PLANT MATERIAL.. BROKEN OR DAMAGED ROOTS SHALL BE CUT OFF SMOOTHLY AND THE TOPS OF ALL 2, CONTAINER GROWN PLANTS: FRFES SHALL BE PRUNED IN A MANNER COMPLYING WITH STANDARD HORTICULTURAL k CONTAINER GROWN PLANTS SHALL HAVE BEEN GROWN IN A CONTAiNEP L&RGE PRACTICE. AT THE TIME PRUNING IS COMPLETED, ALL REMAINING WOOD SHALL BE ALIVE. I , t ENOUGH AND FOR SUFFICIENT TIME TO ENABLE THE ROOT �_YSTEM IC,, ALI CUT SURFACES OF ONE (1) INCH OR MORE IN DIAMETER, ABOVE THE GROUND, DEVELOPED ENOUGH TO HOLD THE SOIL TOGETHER FIRM AND WHOLE, NO PLANTS SHALL BE TREATED WITH AN APPROVED COMMERCIAL TREE PAINT. FINE PRUNING FOR SHALL BE LOOSE IN THE CONTAINER. PLANTS WHICH HAVE BECOME POT E?C11:,N0 TREE SHAPE AND APPEARANCE MUST BE DONE PRIOR TO FINAL ACCEPTANCE. OR FOR WHICH THE TOP SYSTEM IS TOO LARGE FOR THE SIZE OF THE ',CNTkNER WILL NOT BE ACCEPTABLE, .1,7 THE END OF THE GUARANTEE PERIOD AT LEAST 95% OF THE WOOD REMAINING SHALL SE ALCVE. MINI 3.07 TRARSPLARTING OPERATIONS THE LANDSCAPE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO MINIMIZE SHOCK OF ROOT PRUNING A14D TRANSPLANTING IN ACCORDANCE WITH NURSERY TRADE PROCEDURES INCLUDING THE FOLLOWING WHERE TIME IS AVAILABLE. A. PHASE ONE - INITIAL REMOVAL 1. ROOT PRUNE ONE THIRD OF BALL AT A TIME A MINIMUM OF 6 WEEKS BEFORE REMOVAL, 2. THIN OUT INTERIOR CROWN OF DICOTS IN A MANOR, TO COMPENSATE FOR ROOT LOSS, LEAVING THE SHAPE OF THE CANOPY INTACT. 3, LEAVE MONOCOT LEAVES ALONE ALLOWING PLANT TO BALANCE ITSELF PROTECT GROWING POINT AS NECESSARY. 4. AFTER ROOT PRUNING BACK FILL WITH GOOD ORGANIC ROOTING MEDIUM FERTILIZE WITH ORGANIC FERTILIZER TO PROMOTE ROOT GROWTH. FULLY PROTECT PLANTS FROM DAMAGE BY SUN, WIND, DROUGHT, WATER AND OTHER INJURIOUS CONDITIONS DURING TEMPORARY STORAGE, 5. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THESE STORED PLANTS UNTIL THEIR REUSE. HE SHALL NOTIFY THE OWNER IN WRITING OF ANY CONDITIONS BEYOND HIS CONTROL, WHICH ARE ADVERSELY AFFECTING THE STORED PLANTS. 9. PHASE TWO - STORAGE UNTIL REPLANTING SEE AREA DESIGNATED ON PLANS OR PROVIDE OFF SITE TEMPORARY STORAGE, 1� PROVIDE TEMPORARY IRRIGATION FOR THIS HOLDING AREA. MULCH TO REDUCE WEEDS, DISCOURAGE FOOT TRAFFIC AND ITS COMPACTING EFFECT, CONSERVE MOISTURE AND MINIMIZE TEMPERATURE FLUCTUATIONS. 2. BRACE TRUNK AND LEAVE IN PLACE UNTIL TREES ARE WIND FIRM, 3. WRAP TRUNKS AND STRUCTURAL BRANCHES OF THIN BARKED TREES TO PROTECT AGAINST SUN SCALD AND DEHYDRATION. RETAIN THIS PROTECTION THROUGH THE COLD SEASON, 4. FEED WITH DILUTED SOLUTION OF NPK IN SOLUBLE FORM WITH A SOIL NEEDLE PROVIDING WATER, AIR, NUTRIENTS AND A BREAKING UP OF CLODS. 5. WHERE FOLIAGE IS RETARDED SPRAY IT WITH ONE OF THE SOLUBLE AREA TYPES OF FOLIAR FEEDERS, 6� AT TIME OF REPLANTING TO FILL AIR POCKETS AND TO KEEP ROOTS, ESPECIALLY FEEDER ROOTS MOIST, LIVE AND HEALTHY, USE SOIL NEEDLE FOR WATERING NEW TRANSPLANTS, DIRECT FINE SPRAY AT FOLIAGE TO HELP HARDEN OFF NEW LEAVES. 7. CONSTANT SPRAY IRRIGATION IN CANOPY OF TREES TO PREVENT EXCESSIVE TRANSPIRATION I� STRONGLY SUGGESTED, A, VIRUSS kND GMINDCO�US ADIAI�E4 I TO rURVED UrES ,%�A!L BE FtA)VM;N RrAl W,4r,4 rVl nNIK CMr, B- SHRUVS AND GR"DClYMRS ADJAMIT TO S7PA1314T EDGES MI I BS FLAIR ED H A TRLANGULW PAT TERN PN RfAl PkRALLEL TO IIE Sf RAIWiT ��tr3F SHRUB AND GROUNDCOVER PLANTING DETAIL _J 1,7 TREE PILANTING nET,",IL DRIP LINE A Q_T_E - BARRIER MUST BE ERECTED PRIOR TO CONSTRUCTION , I I- I- I t n 1�- �lr 11 r FF R 71117F � - 7� S, eFnvm CRO111A 14 Wn-cLi I I- rfl F I' cl r�, r I I 0 SHRUB AND GROUNDCOVER 2�_ PLANTING DETAIL Vlff -.A_aAM_a? 1. TO PROTECT ALL ABOVE GROUND PORTIONS 2. TO PROTECT SOIL NEAR TREE rROM COMPACTION 3, PROVIDES PHYSICAL AND MENTAL AWARE- NESS OF TREES' PRESENCE 70 EOUIPMENT OPERATORS WHY IT WORKS I� NO HEAVY EQUIPMENT ALLOWED INSIDE BXPRIER, ONLY HAND LABOR 2� NO CONSTRUCTION MATERIALS OR TEMPORARY SOIL DEPOSITS ALLOWED INSIDE THIS AREA BY OBSERVING THESE TWO SIMPLE PRINCt0tE% A TREES' CHANCE FOR SURVIVAL IS GREATLY ENHANCED SPECIFICATIONS FOR WOOD BARRIER I� MINIMUM RADIUS 10 BE PROTECTED IS ENTIRE DRIPLTNt 2, MINIMUM 3' IN HEIGHT 3' MK 3, UPRIGHTS- THE EQUIVALENT or 2�x4l� LUMBITO ON 6* MINIMUM CENTERS 4� HORIZONTAL- THE EOUtVALENT OF TWO COURSE$ OF 1(2* ROPING VATH YELLOW I PLASTPO TAPE LAGGING S. OARRIERS TO BE ERECTED AROUND TREES TO REMAIN BEFORE CONSTRUCT" OR NEARBY TREES ARE REMOVED 6. BARRIERS TO REMAIN IN PLACE UNTIL ALL PAYING, CONSTRUCTION AND HEAVY EGUIPMENT IS OUT OF AREA TREE PROTECTION DETAIL CD c, lz cn C44 Ln :m V) 0 �0_ cr_ < C> Z) 0 z <Z 0 FZ5 Ila' U C4 r4 co _T Al cf) 0 I-__ < < (D LLJ -i 0- LL_ m Lj Lli Ld o CL < loom C-) 0 U cob V) J, V r el. 0.- 1 F CI; 911FFT� L2 OF: L2 CONTROL, MPAON, .57►27" LENGTH Or WRE COIL-EO#TST COLONIAL DRIVE ZONE 1 �OR STARE WIRES,2'�" MIN. �- .., VALVE I GIM t 3 �r�9rRPRr�r rnNEcrI® 5� EAPS iqs- ac+, OR' APPROVED Sp41AL 14 41 CHORD VALVE SM FAIN BIRO Sri SERIES FAO% ..-. - '�>�'�Cry`471E Errdf -H GRArl[/' TOP OF FHOLCH ,35.,E ®1' 10 TAG 'I_ABEF EC) WITH ZONE NUMBEIlt SECURE[' T(j ; Gp _ —,.a f RwREESSLRE-E NPIEG ATOR MODULE PSV WITH L:t;4A—SE.i ow k __ _ . _ — _ E_ t 4 _ TT 1 _F ✓ _ �_ f_ 1`11C rCH 5U VIFFI E�"C ,�i H 4 ,1. C �Y FR 1 F'VC wecr� 50 r,+F t� LENGTH rr+ NE nED Pvc IT .,,-- Y N —� � 5 H 40 BILL I ✓, 4 f x 3/ PVC i 40 i 0 !aAINLthdE { CE TEE OR STREET 6LL I v I ,, F'y'„ SCH 40 MN� E ADAPTER 10 YIN., DEPTH OF 5j4' WASHED GRAVEL y I .,.. .. � � ar kh ^4, 3/4 PVC 3/4 PVC �- . CAL VALVE INSTALLATION T 0' 30' 0' r` REMOTE ....... y ;`' .TwS. SCALE. 1" - 30' L T r F `:104 jp.�" I `, �,r ti'9 m 3/4"' b y . �� _ LETTER MODEL GPM T RADIUS PATTERN �ur•If,a.r6?�.'?F. _/ Y i - - 30 PSI ' II VALVE GPM. �` 0- A 1800-15F 3.7 15' FULL ` _ 1 " PVC 3/4 PVC _ I 1 � " 32,5,�" a; s7R 12 POi :. I IF, VIM F'RC. -`c PPAY r1 ,? . _ _ THIS B 1800-15TQ 2.8 15 THREE QUARTER '.. f " PVC �! 1 Ys PVC 1 y C 1800-15TT 2.5 15' O THIRD I .;z'srIF.CTC,F.mutt -In- ti, Mot Lo 1800-15H 1.9 15' HALF .�p ► e 1800-15T 1,2 15' ONE THIRD K 4n`! I_FF �..I.; �,� .� �a �' ti _ ', I,,l, 1 E, , VALVE GPM F 1800-15Q 1.0 15' QUARTER 7 ``' ``` 1 � Z" 30 _ 0 1800-1 E T . 1 'x 15' END STRIP I I F41 I'. - TYVI'•TFR - IMNY F I r: OHNF CT'CJ 1 1 I {, Ilt.�' i 1 PVC H 1800-15CST 1,2 x30 CENTER STRIP '1 �k �,� I�+,"^( F. T�F, a}� - ° f<'�: ¢- °! . s•, - : r5 `4 e J 100-12F 2.6 1 LOW GPM FULL I I; ®, i' ? 1 IRRIGATION SYSTEM K 1800-10F 1.6 10 LOW FULL s F L 1 00-1 ` SST 1. 'x 1 ' SIDE STRIP 2 I 11 f� - ' ,, NEB' I M 1800-15SST 1,2 4'x30' SIDE STRIP T PROP C N 1800-12H t2 1 LOW GPM HALF" SERVICE T EXISTING STIR OUT P 1800-10T 10' L THIRD r E I I 3/ PVC �� .s°;a 2 S45� r CITY OF CCJEE SERVICE AREA __—._._�._ 1800-10 39 10� LOW QUARTER ',-VALVES GPM - +I ` 1� „f 2 3/'" PVC S 1800-1OH 79 10 LOW HALF 282.5 7 WEAST 1800-8 79 8 FLAT HALF POP—UPSPRINKLER INSTALLATION __ �, I,,�;Ik � Xe �, � � ` � , � �, � U 1800-84 e39 8� FLAT QUARTER __. 52 8 FLAT THIRD —_ �ZONE T 1800--5F"— 1.5 STREAM BUBBLER T. • t k I 1800-5CT—B .50 x STRIP BUBBLER �e _ VALVE GPM Y 1800—H— 1,0 5 HALF BUBBLER s , _ ! • 38' 1800—BVAN _ VARIES 15' ADJUSTABLE - -- — - -- - " PVC3" SLE EL. Zt dTCY 3 4 `k 1 , LEGEND `tt �p RAINBIRD 1806 .SERIES POP—UP SPRAY HEAD'.� �: � A. F +,,� =� 1 PVC RAINBIRD 1812 SERIES 12" POP-UP SPRAY HAD F 1'" PV F IRRITOL '7 00 SERIES ULTRAFLOW ELECTRIC VALVE. �,4 �!,� 11 PVC SIZE AS SHOWN ON THE PLAN, INSTALL VALVE IN 3/4" PVCt f AN A ETE K VP- 12A VALVE BOX. HUNTER PGP-ADJ-6 PART CIRCLE ROTOR HEAD M FPLAT � _ p E �"g � - O PAC MAIN LINE _S P _? P , FX--VALVE CONTROLLER I-IADiE TOTAL I'.ONTRO'l 3 G SLEEVE • } �� � ----- - 5 STATION, INSTALL WITH A MINI-CLIK I$ I RAIN SENSOR GROUND WITH A 8" MINIMUMr aX a -1" PVC- ^� _ YYz > IR�ICATI COPPER CLAD ROD. SLEEVE TO AS REQUIRED. � ' b ,' k � •� 4 � � A ,.., � I TES QC)A a D I . E.EL. 125,25 ,.VALVE GPM t WIRE ASPER O (CO) RIRAck 1 a, 24 eq LOILDItVCAL , LAL CODE jj g D CONTROLLER TO BE CL PLACED IN ELECTRIC ROOM, COORDINATE � _; � � WITH GENERAL CONTRACTOR/ � " _ a. .. 1 ELECTRICAL CONTRACTOR, � .. � ; �ob PROVIDE ZONE MAP �r - � �' � _ E.E. EL. 5.25 ! DIAGRAM,CO F_ I I`, I SINGLE THROW � _v �— is �� a 16 AMP SWITCHfNG PE' BUILD Ljj w v w � ELECTRICAL CONDUIT �. ? 20 V. POWER WIRES � = � � F' C .2 �. 1 - PVC CONDUIT TO START OF THE MAINLINE ICONTROLLER DETAIL"�. - -- �1 PVC 1 " PVC ryq�*-1 �° PVC BUILD - - - 3/4" PVC 3/4' PVC ALL VALVE BOXES SHALL L {BARKED WITH THELQ ZONE NUMBER F.F.S IRE INSTRUCTIONS BY THE �"" " IEEL. 125.2 p LANDSCAPE ARCHITECT, VALVE its ° D i ::I r!�E FINISH GRADE +ji `� . , --- I,�I.+. I SE, -UP SPRAT' SPRINKLER, HINTER e - ®� g�@ CONNECTOIRS I I.I SERIES WITH h1'•R NOZZLE ' � � �' + ' � `�� , - PAt�15dON SURGE — J tal';' P FUNNY PIPE CONNECTOR � . + — ;a _ V .7� �Tp s 11 1 I.1 . it , - OYAI`E F f - f{ -119=Y. IF _?LOOPS rVALVE 'Ft��r 1I ,I 4 R FUNNY PIPE CONNECTOR � - I I°Y I - I' 10 SERVI('E TEE OR STREET EILL ZONE 4 6 ,G SE I w TEL �,``' F I ��r'.I_ PIPEVALVE GPM' .. - -dam -' TO LATERAL LIFE ,,37 IE::M� AINLINE- TRACT `!14 RMNnONKDMN?70N POND PLACE CONTROL ROTOR POP-UP SPRINKLER INSTALLATION _. =- = s WIRES FINDER MAIN T OFL T I ......VALVEN.T.S.THIS PROJECT) LANDSCAPE GENER a L NOTES 1. REFER j THE 2, ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18" OF COVER. ALL LATERAL SHALL BE BURIED TO ° MINIMUM DEPTH 7F COVER, ALL POP—UP • i SPRAYS SHALL B INSTALLED W i' 8 ROTORS E■ PIPE CONNECTION. DO T USE FUNNY PIPE. ADJUST y� REDUCE WATER WASTE !i ar` SURFACES ► w C Pi WALLS. THROTTLE ALL VALVES 7 SHRUB REQUIRED TO PREVENT 6. ALL CONTROL WIRE SPLICES SHALL BE MADE SEPIA"ONE STEP" CONNECTORS AND SEALANT WITH WIRE NUTS. -7. THE CONTRACTOR SHALL PREPARE AN AS —BUILT DRAWING ON A REPRODUCIBLE PAPER (SEPIA OR MYLAR) SHOWING ALL IRRIGATION INSTALLATION. A MYLAR RCHITECT OF THE ORIGINAL MAYBE OBTAINED FROM THE LANDSCAPE AR • # A FEE, THE -. WING SHALL LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES. BOXES,8, ALL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE 9ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPE AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE PROPERTY .P AREAS. DETERMINED10. THE EXACT HEIGHT OF ANY 12" POP—UP THAT IS SHOWN IN A SHRUB BED SHALL 13E BY LANDSCAPE ARCHITECT FIELD, 11. THE CONTRACTOR - CARE SO AS OO DAMAGE CONTRACTORUTILITIES. THE SHALL RESPONSIBLE w . THE IMMEDIATE REPAIRS AND COST OF ANY DAMAGE CAUSED BY HIS WORK. 12. ALL WORK SHALL *GUARANTEED P y• FOR ONE • P UIPMENT M. OCCUPANCY AGAINST ALL DEFECTS IN MATERIALS, Ei EQUIPMENT+� i y P y '.. AND WORKMANSHIP. 13. ELECTRICAL SERVICE TO ALL y•.JUNCTION REUSEBOX AT THE EQUIPMENT LOCATI. (BY OTHERS. NOT A PART OF THIS CONTRACT,) 14ALL IRRIGATION w• PIPE WILL BE Mxy 15. PER LDC, THE DEVELOPER IS REQUIRED PROVIDE ON SITE IRRIGATION TO ACCOMODATE CONNECTION TO EXISTING RECLAIMED WATER SUPPLY. AS SUCH THE FOLLOWING ITEMS ARE A. ALL, IRRIGATION PVC LINES AND HEADS MUST BE PURPLE. 8 IRRIGATION ,Py SHRUB RISER PVC MUST BE PURPLE , P7r ABOVE FINISHED GRADE, CIRRIGATION ! 7 PROVIDEW PREVENTERS MUST BE PURPLE. D. IRRIGATION METER AND VALVE BOXES MUST BE PURPLE. E. A FLOW TABLE- EACH IRRIGATION ZONE. SPREAD GREATNOT TOO FOR PROPOSED METER ZONE TYPE GPM RUN TIME GPW 1 TURF SPRAY 1 27 MIN, 1,107 - - 2 ( TURF SPRAY 29 - 27 MIN. 783 TURF 24 27 MIN, 648 ,.a . TURF ^SPRAY - SPRAY - 37 27 MIN. 999 5 TURF SPRAY 43 27 MIN, - 1,161 TURF SPRAY 31 27 MIN. 837 7 TURF SPRAY 38 27 MIN. 1,026 I $ TURF SPRAY 32.5 27 MIN. �77.5 9 TURF SPRAY 30 27 MIN. 810 TOTAL 4.05 HOURS 8,24& IRRIGATION DESIGN CRITERIA: FLOW REQUIREMENTS -34 GPM MAX. FLOW RATE 1 CD 04 0 r • 0 V) tn Ld 12 o pM ti y Ai - P pT T, ,TH H - � K T, � °Pf 11�T: I OF: STATE ROAD 50 (WEST COLONIAL DRIVE) WSMSeries 1 TVA Pack 11) W M Balm) I A 1111 k, rs r e for w ON 6, 1 6 Orr too, f ----------------- + + t + + + + wwxTaw, + + + + + WAUN!04 'r.AM'I k I NA + + + --------- --- + ---------------------------------------- ---------------- + -7 + + Q) + RP fall, ,�4 7 + 1L I I! t + I L t t + + III , + 4' + I 01 i 4 H t ti q 1- VC41 hf'11 OW i- FTIO- ?4 75767 t SLC: WSM WALLPAC;K, WITH FULL CUTOFF + _5 4 JL SHIELD, 10"OW MH LAMP + + IAMS NOTESEE E-1 FOR FIXTUFES WHCH FEOLFE AUX QUARTZ FESTFIKE + + I K L 9 21 d,3 el �1 4 4L + + + + t L ------- ------- t IS + + + + + I 4 + 0 9 + 2 2 + 2 + 4 j 4 4 2 + 0 rI00 4- ITC -IT C + + + + + + + Ji"Is t) 3 �vfit + + + + +1 lo, I ino n, I 4 +1 + o 1w � 5 10,1 + + 4. + +e15 no S + + $1 R + + + + + + + + 5,M + + +.( I 3 3 00 5 4 _1 2 + 4 + 2 +2 7 + 0 8 + 5 + + + 2 + +3 1 .4 1 + + 12 2.1 + _3 J + + + 1.2 .9 + r 2 1 1.0 n + 0.0 + + 1 + 0 9 + (,I t)- Eq 6 t2 2 +1 1 +1 5 3 + + 7 + 0 + 7 + 4 + 4 RF, D 0 0 o. TRIJC'VU .0 S T13 But, 2 01 0.1 0. 0. es n n, PHOTOMETRIC SITE PLAN SCALE- ONE INCH = THIRTY FEET Wire G i atd FP 12' Spries Orderinq InIormation mountings 21 4S M pi 4 OS 3. r. °a FP 16' Series ordering Inlottration til, off M, @V 31 iL_ 'A MV 3 FP 23' Series ordering Information f-4 AtH q =41111 r.=101 Mi - Ai ­v WJJ J� AW 16 t A k "RIJ (till g1r4-MAR07 4 hwt 21SMIJ703 - www.,JMkw.w1" 739 SLA , SLB: FPM AND FFM , POLEAND WALL MOUNTED FULL U.; I OFFT %350W MH LAMP. SLAP INCLUDES BACK SIDE SlHIELD. Calculation Summary Project: Project-1 Description Units Avg Max Min Avq/Min Max/Min PARKING/DRIVES Fc 2 - 13 4 0 0.4 17 . 50 PPOPERTY Ed NE Fc 0.13 1.0 0.0 14 7, . N . A Luminaire Schedule Project: Project-1 Symbol Qty Description Filename Lumens LLF 5 350WT PSMH F'RWF)/THRW W/BLS FFH18 H 3 5­1,1_1 @ 3 A F(77 FFM835S.TES 34200 0. '150 46 10OWT PSMH FULi, C/O WALLPA'F, 1'ti,1N09]0-M-WSM-GSF @ I0' AFG APPROX. WSVj41-_7GF.IES 9000 0 . _/,5 0 7 350WT PSMH PRFG/RDWY BLDG 1�DWF _:--PPIP�'135-M @ 24' AFG APPROX. FPM835.IES 34200 0.750 Flash Electric 1239 Columbia St. Ocriando, FL 32805 407-841-4233 ALEX J"Ll P E R., P. E. CONSULTING ENGINEER FL # 42697 POWER - LIGHTING - SYSTEMS - DATA VOICE: 407-376-5648 100 WMD Fern Dr. FAx - 886-357-3623 LONGWOOD, FL 32779 ALEx P IPER P EOGMAIL.COM CLJ EN T RED L I N 1__. tl 1 131 : JSV I DA I L 12 2.09 PER Ck, 1 S P) i% I U R f2 E BY: JSV I DA I L. 12-2 1,019) PER Ct'S I Mil. R 111:R CUS rOME R f! 4 BY15V I DA I F : 03A 1. 10 PER CUSTONIVIR Bf-, &D #i tn-° isv DATE 03,10.10 LE L EVA 10 R 1) 1 NJ N1 Al C� I I ED I L QKATQ&WQLD_Ri��VIN RFVISIONS PFR (ATY BY-, 'F0 R K W I K NOW- 11 rl- co r__ _J z w p 0 cr_ pi (D co (0(o co 0 _J Ln p Ln Coco Z 0 0 < 0 0- 0 00 C o -Z o n LLJ 0 Cr X 0 CL — 0 LLJ — DRAWN BY D A H 11111 L R 1; 1 2 5 � I CHECKIA) BY DA T-F PIPER U25�, 1 o 3/32-= V-0- RM NUVRFIR 13 -79 T-H F NAMF I i79,d�,, g — STIFF I -A ITEM NUMBER IV. B. PUBLIC HEARING HEALTH CENTRAL II ANNEXATION & REZONING Mayor S. Scott Vandergrift Citv Manager Robert Frank DATE: August 10, 2010 ___ f r'-- STAFF REPORT TO: The Planning & Zoning Commission FROM: Michael Rumer, Principal Planner THROUGH: Craig Shadrix, Development Services Director SUBJECT: Health Central II (3723 Old Winter Garden Road) Annexation/Rezoning AX-07-10-25 & RZ-10-07-09 Commissioners Gary Hood, District 1 Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 ISSUE: Should the Planning & Zoning Commission recommend approval of the Annexation and Rezoning from Orange County A-1 to Ocoee R-3 of the Health Central II (3723 Old Winter Garden Road) parcel? BACKGROUND: General Location: The subject property is located on the north side of Old Winter Garden Road, east of Division Street and west of Rowe Avenue. Parcel Identification Number: 28-22-28-6689-12-180 Parcel Size: 5,800 Square Feet Actual land use, and unique features of the subject properties: The property is vacant. 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. Annexation of the subject property will lessen an existing enclave. The subject property is contiguous to the City limits by the recently annexed Health Central parcels to the north, east, and west. Joint Plannina 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. Orange County has been notified of this petition in accordance with Subsection 13-A of the City of Ocoee -Orange County Joint Planning Area Agreement. City of Ocoee - 150 N Lakeshore Drive - Ocoee, Florida 34761 phone: (407) 905-3100 - fax: (407) 656-8504 - www.ci.ocoee.fl.us Project: Health Central II (3723 Old Winter Garden Road) Annexation and Rezoning AX-07-10-25 & RZ-10-07-09 Rezoninq: The table below references the future land uses, zoning classifications and existing land uses of the surrounding parcels: Direction Future Land Use North Medium Density East Medium Density South Agriculture West Medium Density Zoning Classification A-1 Orange County R-3 (Multiple -Family Dwelling) A-1 (Agriculture) R-3 (Multiple -Family Dwelling) Existing Land Use Single -Family Dwelling Vacant Single -Family Dwelling Vacant 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 Citv's Comprehensive Plan, the JPA Aareement, and the Citv's Annexation Policy...." [Emphasis added]. The rezoning is consistent with Future Land Use Element Policy 1.15 that states in part, "The City may assign an initial zoning, after annexation, which is consistent with both the Future Land Use Map and the JPA Agreement..." DISCUSSION: Annexation Feasibilitv & Public Facilities Analvsis Report: Based upon the projected impacts of the proposed use and size of the parcel, Staff determined that urban services, specifically water service could be adequately provided to the subject properties. Should the applicant choose to develop the property in the future, they will be required to make certain improvements in accordance with the Land Development Code. (See attached "Annexation Feasibility Analysis") 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. Furthermore, the requested Future Land Use and Initial Zoning Classifications are consistent with the land use classifications on the Future Land Use Map and the JPA Land Use Map. The land use and initial zoning are also consistent and compatible with surrounding properties. DEVELOPMENT REVIEW COMMITTEE (DRC) RECOMMENDATION: On July 7, 2010, the DRC met to determine if the proposed annexation was consistent with the City's regulations and policies. Based on the above analysis and subsequent discussions, the DRC recommended approval of the annexation and rezoning of the Health Central II parcel. STAFF RECOMMENDATION: Based on the above analysis and the subsequent DRC recommendation, Staff recommends that the Planning & Zoning Commission, acting as the Local Planning Agency, recommend approval of the annexation of the 5,800 square feet of land known as the Health Central II Parcel, and rezoning to R-3 (Multiple -Family Dwelling) District. Attachments: Location Map Future Land Use Map Zoning Map 2007 Aerial Annexation Feasibility Analysis Report Page 2 of 2 GOSde%oad) la a3 C 'd ReZovj%v%cj `ocaflar Ce 1.0100 an NVIVIe Jane � \ \ �I � I i _ I I!! \ Old Winter Garden ------------I 111 � �� ------ 00 Health Central 11 Annexation Future Land Use Map AW qw Pdnted: ALIgust2 Lakes and %i%fater Bodies Parcels Low Density Residential After Proposed An nexati on Expressways ROWS M�. Low Density Residential Medium Density Residential High Density Residential ra Professional Offices and Services ION Commercial Light Industrial Heavy industrial conservation/Floodplains Recreation and Open Space Public Facilitiesilinstitutional Road Right -of - Lakes --Natural Water Bodies Unincorporated Territory Location fl r • Rezoning Health Central 11 a':a3" 1 Y t M u u 53 ,. w 21X. KID t V Y I I, `,1 •' A^ Pdnted-. AtigUst 20'10 13 Subject Property Unincorporated Territory 1 and tither Municipalties Zoning Classification: General Agricultural (A-11 r- Suburban (A-2) 3723 told Winter garden Single -Family Dwelling (R-1 .A) .w w " Single-FamiIyCswellin (R-1 Single -Family Dwelling (R-1A) Single-FamilyDwelling (R-1) _ One- & Tv o-Family Dwelling (R-2) P 3ultiple-Famil+�P Dwelling (R-3) Mobile Horne Subdivision (RT-1) — °"`,;r;',r Professional Offices & Services (P-S) — Neighborhood Shopping (C-1) — @ Community Commercial (D-2) — p ( .. General Commercial (C-3) — V1 t I Restricted Manufacturing Warehousing (1-1) -- ME General Industrial (1-2) — Ll 0 Commercial (PUD) Low Density (PUD) - =�e m i noJE Medium Density (PUD) High Density (PUDD Public Use (PUD) Unclassified Lakes and Water Bodies CITY OF OCOEE ANNEXATION FEASIBILITY ANALYSIS CASE NUMBER: AX-07-10-25 APPLICANT NAME: HEALTH CENTRAL PROJECT NAME: HEALTH CENTRAL II (3723 OLD WINTER GARDEN ROAD) 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 A. Applicant/Owner 11. Owner (if different from Applicant): B. Property Location 1. General Location: 2. Parcel Identification Numbers: 3. Street Addresses: 4. Size of Parcels: C. Use Characteristics 1. Existing Use: 2. Proposed Use: 3. Density / Intensity: 4. Projected Population: D. Zoning and Land Use 1. Orange County Future Land Use: 2. Orange County Zoning: 3. Existing Ocoee Future Land Use: 4. Proposed Ocoee Zoning: E. Consistency 1. Joint Planning Area 2. Comprehensive Plan: II. FIRE DEPARTMENT 1. Estimated Response Time: 2. Distance to Property: 13. Fire Flow Requirements: III. POLICE DEPARTMENT 11. Police Patrol Zone / Grid / Area: Michael Rumer Health Central The subject property is located on the north side of Old Winter Garden Road, east of Division Street and west of Rowe Avenue. 28-22-28-6689-12-180 3723 Old Winter Garden Road 5,800 Square Feet Vacant Mixed Use / Medium Density Not Available Not Available Low -Medium Density A-1 Medium Density Residential R-3 Yes Yes Chief Pete McNeil 3-5 Minutes Distance from Station 2 (Clarke Rd & A.D. Mims) is 1.5 miles Fire Flow is 500 gpm Chief Charlie Brown I Zone 4 / Grid 51 (Health Central) 1 Page 1 of 3 2. Estimated Response Time: 3. Distance to Property: 4. Average Travel Time IV. ECONOMIC VALUE 1. Property Appraiser Taxable Value: 2. Property Appraiser Just Value 3. Estimated City Ad Valorem Taxes: 4. Anticipated Non -Ad Valorem Taxes: 5. Potential Impact Fees: 6. Total Project Revenues: V. BUILDING DEPARTMENT 11. Within the 100-year Flood Plain: VI. UTILITIES A. Potable Water 11. In Ocoee Service Area: 2. City Capable of Serving Area: 3. Extension Needed: 4. Location and Size of 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: 15. Annexation Agreement Needed: C. Other 1. Utility Easement Needed: 2. Private Lift Station Needed: 3. Well Protection Area Needed: Applicant Name: Health Central Project Name: Health Central Annexation 11 Annexation and Rezoning Case #: Ax-07-10-25 1 Minute 30 Seconds for Emergencies. Approx. 1.28 Miles 1 Minute 45 Seconds Drive Time. $13,176 $13,176 $270 $100 Not Available N/A No Michael Rumer David Wheeler, P.E. Yes Yes An on -site extension will be needed as development ensues. Property accesses a 8" water line on Grove Street and a 12" water line on Old Winter Garden Road. Yes Yes No 6" Force Main on -site Yes Existing No Page 2 of 3 W VII. TRANSPORTATION 11. Paved Access: 12. ROW Dedication: 13. Traffic Study: 14. Traffic Analysis Zone: Applicant Name: Health Central Project Name: Health Central Annexation II Annexation and Rezoning Case #: Ax-07-10-25 Yes No No 610 Michael Rumer Vill. PRELIMINARY CONCURRENCY 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: N/A F. Impact Fees: IX. SITE SPECIFIC ISSUES All Departments I The site is located within the City of Ocoee's newly established CRA Target Area Design Overlay. X. CONSISTENCY WITH STATE REGULATIONS: Michael Rumer I This property is contiguous with the City Limits and reduces the area of an enclave; therefore this annexation is consistent with CH. 171.043 (1) & (2), Florida Statutes. Page 3 of 3 ITEM NUMBER IV. C. PUBLIC HEARING HEALTH CENTRAL III REZONING Mayor S. Scott Vandergrift Citv Manager Robert Frank e Center of Good LI t, g STAFF REPORT DATE: August 10, 2010 TO: The Planning & Zoning Commission FROM: Michael Rumer, Principal Planner777)e THROUGH: Craig Shadrix, Development Services DirectorCo7 SUBJECT: Health Central III Rezoning RZA 0-07-10 ISSUE: Commissioners Gary Hood, District 1 Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 Should the Planning & Zoning Commission recommend approval of the Rezoning of the 1330 Ohio Avenue from Orange County C-1 (Commercial) to Ocoee R-3 (Multiple -Family Dwelling), 3924 Jane Street from Orange County R-2 (Residential District) to Ocoee R-3 (Multiple -Family Dwelling), 3928 Jane Street from Orange County R-2 (Residential District) to Ocoee R-3 ( Multiple -Family Dwelling), 3913 Old Winter Garden Road from Orange County R-2 (Residential District) to Ocoee R-3 (Multiple - Family Dwelling), known as the Health Central parcels? BACKGROUND: The subject properties are located on the north side of Old Winter Garden Road, west of Ohio Avenue, and east of Arlington Avenue. The properties are vacant of structures with heavy vegetation. The applicant is requesting a zoning designation of R-3 which is permitted under the Future Land Use designation. The table below references the zoning, and Future and Existing Land Uses of the surrounding properties: Direction Future Land Use North Office East N/A South Low Density Residential West Medium Density Residential DISCUSSION: Zoning Classification Existing Land Use P-S (Professional Offices and Services) Vacant N/A Retention for SR 408 R-1A (Single -Family Dwelling) Vacant R-3 (Multiple -Family Dwelling) Vacant The subject properties are located in a platted residential subdivision known as Park Ridge, The Plat was recorded in 1934. The area contained single-family dwellings. As the Hospital has purchased the properties they have removed them. The Future Land Use designation of the property and surrounding properties is Medium Density, which is consistent with the zoning designation of C-2 that is requested. The City of Ocoee Land Development Code Article V, 5-3(B)(7), states: that the R-3 district is primarily City of Ocoee - 150 N Lakeshore Drive - Ocoee, Florida 34761 phone: (407) 905-3100 - fax: (407) 656-8504 - www.ci.ocoee.fl.us Project: Health Central III Rezoning RZ-10-07-10 intended for areas shown on the FLU map as "Medium Density Residential" or "High Density Residential". The subject properties are located within Target Area #3 of the CRA Special Target Areas Special Development Plan, so staff is not reviewing a development proposal at this time. DEVELOPMENT REVIEW COMMITTEE (DRC) RECOMMENDATION: On July 7, 2010, the DRC met to determine if the proposed annexation was consistent with the City's regulations and policies. Based on the above analysis and subsequent discussions, the DRC recommended approval of the annexation and rezoning of the Health Central parcels as presented. STAFF RECOMMENDATION: Based on the recommendation of the DRC, Staff recommends that the Planning & Zoning Commission, recommend approval of the rezoning of 1330 Ohio Avenue from Orange County C-1 (Commercial) to Ocoee R-3 (Multiple -Family Dwelling), 3924 Jane Street from Orange County R-2 (Residential District) to Ocoee R-3 (Multiple -Family Dwelling), 3928 Jane Street from Orange County R-2 (Residential District) to Ocoee R-3 ( Multiple -Family Dwelling), 3913 Old Winter Garden Road from Orange County R-2 (Residential District) to Ocoee R-3 (Multiple -Family Dwelling), known as the Health Central parcels. Attachments: Location Map Future Land Use Map Zoning Map with proposed Zoning Designations 2007 Aerial Page 2 of 2 Health Central III Rezoning Location Map C-1 to R-3 C r� Did interta G araen �-L LLII tlt c _ 0 L- Health Central III Future Land Use Map Ocoee Comniunity Development Department Printed-, August 2010 =0*11 Lakes and Water Bodies Parcels Low Density Residential After Proposed Annexation Expressways ROW Low Density Residential Medium Density Residential High Density Residential Professional Offices and Services Commercial Light Industrial Heavy Industrial Conservation/Fl ood plains Recreation and Open Space Public Facilities/institutional Road Right -of -Way Lakes --Natural Water Bodies Unincorporated Territory A, �IMWUQ Ocoee Community Development Department 1:6.592,980877 113060 0 160 320 480 Feet Printed: July 2010 Subject Property Unincorporated Territory Mand Other Municipalities Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) EE= Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) Neighborhood Shopping (C-1) Community Commercial (C-2) General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) =General Industrial (1-2) C ommerc ial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) Unclassified Lakes and Water Bodies _e et Vic FF 0 e R-2'i6'Qcoee R4 a) §6m1ncile 01 II (D C ystall r - ------ U) ITEM NUMBER IV. D. PUBLIC HEARING EDDIE W. TURNER 3750 JANE STREET ANNEXATION Mayor S. Scott Vandergrift Citv Manaver Robert Frank DATE: August 10, 2010 r eater of Good t ;-_ . STAFF REPORT TO: The Planning & Zoning Commission FROM: Michael Rumer, Principal Planner 7VX THROUGH: Craig Shadrix, Development Services Director SUBJECT: Eddie W. Turner (3750 Jane Street) Annexation/Rezoning AX-07-10-23 & RZ-10-07-08 Commissioners Gary Hood, District 1 Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 ISSUE: Should the Planning & Zoning Commission recommend approval of the Annexation and Rezoning from Orange County A-1 to Ocoee R-3 of the Eddie W Turner (3750 Jane Street) parcel? BACKGROUND: General Location: The subject property is located on the north side of Old Winter Garden Road, east of Division Street and west of Rowe Avenue. Parcel Identification Number: 28-22-28-6689-12-080 Parcel Size: 19,500 Square Feet Actual land use. and uniaue features of the subiect properties: The property contains a single-family dwelling built in 1968. 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. Annexation of the subject property will lessen an existing enclave. The subject property is contiguous to the City limits by the recently annexed Health Central parcels to the north, east, and west. Joint Planninq Area Aareement: 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. Orange County has been notified of this petition in accordance with Subsection 13-A of the City of Ocoee -Orange County Joint Planning Area Agreement. City of Ocoee - 150 N Lakeshore Drive - Ocoee, Florida 34761 phone: (407) 905-3100 - fax: (407) 656-8504 - www.ci.ocoee.fl.us Project: Eddie W Turner (3750 Jane Street) Annexation and Rezoning AX-06-10-22 & RZ-10-06-05 Rezonina: The table below references the future land uses, zoning classifications and existing land uses of the surrounding parcels: Direction Future Land Use North Medium Density East Medium Density South Medium Density West Medium Density Zoning Classification R-3 (Multiple -Family Dwelling) R-3 (Multiple -Family Dwelling) A-1 (Agriculture) R-3 (Multiple -Family Dwelling) Existing Land Use Vacant Vacant Vacant Vacant 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 Citv's Comprehensive Plan. the JPA Aareement. and the Citv's Annexation Policv...." [Emphasis added]. The rezoning is consistent with Future Land Use Element Policy 1.15 that states in part, "The City may assign an initial zoning, after annexation, which is consistent with both the Future Land Use Map and the JPA Agreement..." DISCUSSION: Annexation Feasibilitv & Public Facilities Analvsis Report: Based upon the projected impacts of the proposed use and size of the parcel, Staff determined that urban services, specifically water service could be adequately provided to the subject properties. Should the applicant choose to develop the property in the future, they will be required to make certain improvements in accordance with the Land Development Code. (See attached "Annexation Feasibility Analysis") Summanc The proposed annexation is a logical extension of the City limits, urban services can be provided, and the annexation meets state and local regulations. Furthermore, the requested Future Land Use and Initial Zoning Classifications are consistent with the land use classifications on the Future Land Use Map and the JPA Land Use Map. The land use and initial zoning are also consistent and compatible with surrounding properties. DEVELOPMENT REVIEW COMMITTEE (DRC) RECOMMENDATION: On July 7, 2010, the DRC met to determine if the proposed annexation was consistent with the City's regulations and policies. Based on the above analysis and subsequent discussions, the DRC recommended approval of the annexation and rezoning of the Eddie W Turner parcel. STAFF RECOMMENDATION: Based on the above analysis and the subsequent DRC recommendation, Staff recommends that the Planning & Zoning Commission, acting as the Local Planning Agency, recommend approval of the annexation of the 19,500 square feet of land known as the Eddie W Turner Parcel, and rezoning to R-3 (Multiple -Family Dwelling) District. Attachments: Location Map Future Land Use Map Zoning Map 2007 Aerial Annexation Feasibility Analysis Report Page 2 of 2 Turner (3750 Jane Street) Annexation and Rezoning Location Map 0 ,N I Turner (3750 Jane Street) Annexation Future Land Use Map fa I& "0�1 Ocoee Community Development Department Printed.- August 2010 = �611 Lakes and Water Bodies 11 - --------- Parcels Low Density Residential After Proposed Annexation Expressways ROW's Low Density Residential Medium Density Residential High Density Residential Professional Offices and Services MONcommerciai Light Industrial Heavy Industrial conservation/Floodplains Recreation and Open Space Public Facilities/institutional Road Right -of -Way Lakes --Natural Water Bodies Unincorporated Territory V, cellWr Of Good Lit Ocoee Community Development Department 1:4,208,619737 10050 0 100 200 300 Feet Printed: August 2010 13Subject Property Unincorporated Territory and Other Municipalties Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) Neighborhood Shopping (C-1) Community Commercial (C-2) General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) General Industrial (1-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) rr Unclassified Lakes and Water Bodies Location Map Turner a Street', Rezoning 3750 Jane Street . ... .. .... q rket d) C a ow,nc iS M I CITY OF OCOEE ANNEXATION FEASIBILITY ANALYSIS CASE NUMBER: AX-07-10-23 APPLICANT NAME: EDDIE W TURNER PROJECT NAME: EDDIE TURNER (3750 JANE 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. 11. PLANNING DEPARTMENT A. Applicant/Owner 11. Owner (if different from Applicant): B. Property Location 11. General Location: 2. Parcel Identification Numbers: 3. Street Addresses: 4. Size of Parcels: C. Use Characteristics 1. Existing Use: 2. Proposed Use: 3. Density / Intensity: 4. Projected Population: D. Zoning and Land Use 1. Orange County Future Land Use: 2. Orange County Zoning: 3. Existing Ocoee Future Land Use: 4. Proposed Ocoee Zoning: E. Consistency 1. Joint Planning Area 2. Comprehensive Plan: II. FIRE DEPARTMENT 1. Estimated Response Time: 2. Distance to Property: 13. Fire Flow Requirements: III. POLICE DEPARTMENT 1. Police Patrol Zone / Grid / Area: 2. Estimated Response Time: Michael Rumer Eddie W. Turner The subject property is located on the north side of Old Winter Garden Road, east of Division Street and west of Rowe Avenue. 2 8-22-28-6689-12-080 3750 Jane Street 19,500 Square Feet Single -Family Dwelling Mixed Use Not Available Not Available Low -Medium Density A-1 Medium Density Residential R-3 Yes Yes Chief Pete McNeil 3-5 Minutes Distance from Station 2 (Clarke Rd & A.D. Mims) is 1.5 miles Fire Flow is 500 gpm Chief Charlie Brown Zone 4 / Grid 51 (Health Central) 1 Minute 30 Seconds for Emergencies. Page 1 of 3 3. Distance to Property: 4. Average Travel Time IV. ECONOMIC VALUE 1. Property Appraiser Taxable Value: 2. Property Appraiser Just Value 3. Estimated City Ad Valorem Taxes: 14. Anticipated Non -Ad Valorem Taxes: 1 5. Potential Impact Fees: 1 6. Total Project Revenues: V. BUILDING DEPARTMENT 11. Within the 100-year Flood Plain: VI. UTILITIES A. Potable Water 1. In Ocoee Service Area: 2. City Capable of Serving Area: 3. Extension Needed: 4. Location and Size of 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. Other 1. Utility Easement Needed: 2. Private Lift Station Needed: 3. Well Protection Area Needed: Applicant Name: Eddie Turner Project Name: Turner (3750 Jane Street) Annexation and Rezoning Case #: Ax-07-10-23 Approx. 1.28 Miles 1 Minute 45 Seconds Drive Time. $113,126 $68,016 $800 Not Available Not Available N/A a Michael Rumer David Wheeler, P.E. Yes Yes An on -site extension will be needed as development ensues. Property accesses a 8" water line on Grove Street and a 12" water line on Old Winter Garden Road. Yes Yes No 6" Force Main on -site 2120 Yes Existing No Page 2 of 3 VII. TRANSPORTATION 11. Paved Access: 12. ROW Dedication: 13. Traffic Study: 14. Traffic Analysis Zone: Applicant Name: Eddie Turner Project Name: Turner (3750 Jane Street) Annexation and Rezoning Case #: Ax-07-10-23 Yes No No 610 Vill. PRELIMINARY CONCURRENCY EVALUATION 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: N/A F. Impact Fees: IX. SITE SPECIFIC ISSUES Michael Rumer Michael Rumer All Departments The site is located within the City of Ocoee's newly established CRA Target Area Design Overlay. X. CONSISTENCY WITH STATE REGULATIONS: Michael Rumer This property is contiguous with the City Limits and reduces the area of an enclave; therefore this annexation is consistent with CH. 171.043 (1) & (2), Florida Statutes. Page 3of3 ITEM NUMBER IV. E. PUBLIC HEARING WASTEWATER FACILITY PLAN COMPREHENSIVE PLAN AMENDMENT Mayor S. Scott Vandergrift Citv Manager Robert Frank STAFF REPORT DATE: August 10, 2010 TO: The Planning & Zoning Commission FROM: Michael Rumer, Principal Planner THROUGH: Craig Shadrix, Development Services Director Commissioners Gary Hood, District 1 Rosemary Wilsen 2 Rusty Johnson, District 3 Joel F. Keller, District 4 SUBJECT: Wastewater Facility Plan Proposed Comprehensive Plan Amendments CPA-2010-003 ISSUE: Should the Planning & Zoning Commission acting as the Local Planning Agency (LPA) recommend approval of the: 1) addition of the Wastewater Facility Plan by Reference to the Comprehensive Plan, and 2) additions to the Sanitary Sewer Sub -Element and Intergovernmental Coordination Element, for the purpose of implementing the Wastewater Facility Plan? DISCUSSION: In 2004, the Florida Legislature enacted the Wekiva Parkway and Protection Act (Wekiva Act) found in Part III, Chapter 369, Florida Statutes. Local governments within the Wekiva Study Area (WSA) are required to develop a wastewater facility plan for the specific portions of their joint planning areas and utility service areas where central wastewater systems are not readily available. The purpose of this effort is to prepare a Wastewater Facility Plan for the City of Ocoee that meets the Act's requirements for short-range (5-year) and long-range (-20 year) planning horizons. The Wastewater Facility Plan and proposed amendments to the Comprehensive Plan are being presented to the Planning & Zoning Commission / Local Planning Agency for recommendation to the City Commission, followed by the first public hearing before the City Commission. Next the proposed amendments will be transmitted to the Department of Community Affairs for review and approval. After addressing any comments that may be received, the amendments will be presented to the City Commission for final adoption. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: On July 28, 2010, the DRC met to review the proposed amendments to the Comprehensive Plan as proposed in the Wastewater Facility Plan. The DRC had a brief discussion regarding the usefulness of the updated utility maps. The DRC then voted to recommend approval of the proposed amendments to the comprehensive plan as proposed. August 10, 2010 Planning and Zoning Commission Page 2 STAFF RECOMMENDATION: Staff recommends the Planning & Zoning Commission acting as the Local Planning Agency (LPA) recommend approval of the: 1) addition of the Wastewater Facility Plan by Reference to the Comprehensive Plan, and 2) additions to the Sanitary Sewer Sub -Element and Intergovernmental Coordination Element, for the purpose of implementing the Wastewater Facility Plan Attachments: Wastewater Facility Plan CITY OF OCOEE, FLORIDA WASTEWATER FACILITY PLAN PREPARED FOR: THE CITY OF OCOEE PREPARED BY: REISS ENGINEERING INC. 12001 RESEARCH PARKWAY, SUITE 228 ORLANDO, FLORIDA 32826 407.679.5358 REI PROJECT No. 6744 JUNE 2010 (w PLANNING I DESIGN I CONSTRUCTION Table of Contents 1.0 INTRODUCTION............................................................................................................. 1-1 1.1 Background................................................................................................................... 1-1 1.2 Purpose......................................................................................................................... 1-1 1.3 Wekiva Act Requirements............................................................................................. 1-2 2.0 EXISTING CONDITIONS................................................................................................ 2-1 2.1 Service Area.................................................................................................................. 2-1 2.2 Current and Historical Flows......................................................................................... 2-1 2.3 Wastewater Collection System...................................................................................... 2-3 2.4 Wastewater Treatment System....................................................................................... 2-3 2.4.1 Influent Flows and Loading Information................................................................. 2-4 2.4.2 Wastewater Treatment Performance........................................................................ 2-4 2.5 Reclaimed Water System............................................................................................... 2-5 2.6 Historical Reclaimed Water Usage................................................................................ 2-6 2.7 Summary of Wekiva Study Area Compliance................................................................ 2-7 3.0 FUTURE CONDITIONS.................................................................................................. 3-1 3.1 Service Area.................................................................................................................. 3-1 3.2 Flow Projections............................................................................................................ 3-1 3.3 Wastewater Collection and Transmission System.......................................................... 3-3 3.4 Elimination of Active On -Site Sewage Sites.................................................................. 3-4 3.5 Wastewater Treatment System....................................................................................... 3-4 4.0 RECLAIMED WATER SYSTEM FUTURE CONDITIONS ............................................ 4-1 5.0 INFRASTRUCTURE WORK PLAN................................................................................ 5-1 5.1 Wastewater Facility Plan............................................................................................... 5-1 5.2 Five -Year Plan Projects................................................................................................. 5-1 5.2.1 Ocoee West Transmission System.......................................................................... 5-1 5.2.2 Wastewater Treatment Facility Improvements........................................................ 5-3 5.2.3 Maguire Road Reclaimed Pumping Facility 1.0 Million Gallon Storage Addition... 5-4 5.2.4 Reclaimed Water Improvements............................................................................. 5-4 5.3 Long Range (5 to 10-Year) Plan Projects....................................................................... 5-4 5.3.1 Wastewater Collection and Transmission................................................................ 5-4 5.3.2 Treatment System Improvements............................................................................ 5-4 5.3.3 Reclaimed Water Improvements............................................................................. 5-4 6.0 SUMMARY...................................................................................................................... 6-1 6.1 Conclusions...................................................................................................................6-1 6.2 Recommendations......................................................................................................... 6-2 iA REISS EtJGItJEERICIG List of Tables Table 2-1. Historical City Wastewater Flows ................................................... Table 2-2. Flows and Loads For the Capacity Analysis .................................... Table 2-3. Summary of Wastewater Flow Distribution ..................................... Table 2-4. Summary of Current Wekiva Act Compliance ................................. Table 5-1. City of Ocoee Wastewater 5-Year Facility Plan .............................. Table 6-1. Summary of Current Wekiva Act Compliance ................................ List of Figures Figure 2-1. Existing Service Area.................................................................................... Figure 2-2. Ocoee WWTF Effluent Nitrogen Results ...................................................... Figure 3-1. Future City WW Service Area....................................................................... Figure 3-2. City of Ocoee Wastewater Flow Projections .................................................. Figure 3-3. 10 Year Estimated On -Site Sewage Site Elimination ..................................... Figure 5-1. City of Ocoee Wastewater Facility Plan ....................................................... ..... 2-2 ..... 2-5 ..... 3-2 ..... 3-3 ..... 3-5 ..... 5-2 A© REISS EfIGII JEEMI IG 1.0 INTRODUCTION 1.1 Background In 2004, the Florida Legislature enacted the Wekiva Parkway and Protection Act (Wekiva Act) found in Part I11, Chapter 369, Florida Statutes. Local governments within the Wekiva Study Area (WSA) are required to develop a wastewater facility plan for the specific portions of their joint planning areas and utility service areas where central wastewater systems are not readily available. The purpose of this effort is to prepare a Wastewater Facility Plan for the City of Ocoee that meets the Act's requirements for short-range (5-year) and long-range (-20 year) planning horizons. This Wastewater Facility Plan will use past planning efforts combined with current data and engineering analyses to produce a feasible schedule of infrastructure improvements that will meet the City's growth needs and meet regulatory requirements. The City of Ocoee has performed planning over the last several years that identified wastewater infrastructure to serve development growth in its western service area (Ocoee West). Previous plans including the Northwest Ocoee Sector Study (DRMP, May 2006) and the Western Force Main Cost Share (Reiss Engineering, 2007) have partially addressed wastewater facility planning. These planning efforts laid the groundwork for the City's wastewater infrastructure plan and were the basis for this Wastewater Facility Plan. 1.2 Purpose This 2010 Wastewater Facility Plan for the City of Ocoee serves to update the City's proposed infrastructure capital planning based on previous planning efforts, current development information, regulations, and input from City Engineering, Utilities and Development Services Departments' staffs. This 2010 Wastewater Facility Plan addresses the applicable Wekiva Act facility plan requirements as listed below: • A description of areas within the utility service area that are to be served by central sewer facilities within 5 years, • A financially feasible schedule of improvements, • An infrastructure work plan to build the facilities needed to implement the recommended improvements of this facility plan, including those needed to meet enhanced treatment standards adopted by the Department of Environmental Protection, and a phase -out of existing onsite septic tank systems where central facilities are available. The term ,'available" shall be interpreted consistent with the definition included in Section 381.0065(2)(a), Florida Statutes. • A long-range component addressing service of the Wekiva joint planning area or utility service area. • A water reuse program that allows for reuse of reclaimed water on a site -by -site basis. • Updates to wastewater facility plans where the Total Maximum Daily Loads (TMDL) program requires reductions in point source pollutants for a basin or as required. 1-1 (A® REISS El IGH JEERING 1.3 Wekiva Act Requirements The Florida Department of Environmental Protection (FDEP), utilizing an existing state-wide aquifer vulnerability model, has established protection zones within the Wekiva Study Area relative to a location's likelihood of having an impact on the Wekiva Springshed. A large portion of the Ocoee Wastewater Treatment Facility discharges, including effluent disposal and reuse water application systems, fall within the designated "Primary Protection Zone" (the zone with the highest probability of affecting the Wekiva Springshed), and must adhere to the following FDEP-proposed parameters: • No new Rapid Infiltration Basins (RIB's) allowed • Discharge to existing RIB'S: annual -average total nitrogen not to exceed 3 mg/L • Discharge to existing back-up RIB's: no more than 30% of the total annual wastewater treatment plant flow and must meet the Reuse irrigation systems limitation (below) • Reuse irrigation systems: annual -average total nitrogen not to exceed 10 mg/L • Class A & B residuals for land application are prohibited 1-2 RO REISS ENGII JEER111G 2.0 EXISTING CONDITIONS 2.1 Service Area The current City of Ocoee wastewater service area is comprised of approximately 15 square miles primarily incorporated areas in and around the city limits as shown in Figure 2-1. This wastewater service area is bordered to the north, east and south by Orange County Utilities and to the west by the City of Winter Garden. The current wastewater system, as of mid 2009, includes service to approximately 7,000 connections. The City's collection system collects wastewater flows into lift stations that pump tine flows thru transmission force mains to the City of Ocoee Wastewater Treatment Facility for reclamation. Portions of incorporated Ocoee utilize individual homeowner septic tanks for wastewater service. These areas utilizing on -site septic systems include low density developments in the west and northwest areas of the City, as well as the older central parts of the City. 2.2 Current and Historical Flows Current wastewater average annual daily flows (AADF) for the City of Ocoee range from 1.6 to 1.7 million gallons per day. Wastewater flows have been relatively steady over the last seven years for the City as shown in Table 2-1. The City determined in its 2007 Capacity Analysis Report that historical data indicated a 1.08 maximum 3-month average daily flow (TMADF) peaking factor. Applying the 1.08-maxinu111i 3-month peaking factor to the current AADF results in a TMADF of approximately 1.8 million gallons per day. Table 2-1. Historical City Wastewater Flows Facility Average Annual Daily Flow Year (mgd) 2001 1.444 2002 1.470 2003 1.616 2004 1.694 2005 1.715 2006 1.654 2007 1.639 2008 1.676 2009 1.630 2-1 Mot® R.EISS EtIGIHEERIPIG N E 1,80 3,600 Feet CITY OF OCOEL WASTEWATER AS -WATER FACILITY PLAN EXISTING CITY WASTEWATER SERVICE AREA N Ya LEGEND Active Onsite, Sewage Sites Existing Gower Customers - ,E'xisdng-SuwerAioa 4 Servic,,aArea Y:,Wateffoatwes Roadways ffilourff� 2.3 Wastewater Collection System The City has gravity collection systems that collect wastewater flows through gravity sewer mains into lift stations. The lift stations pump the flow through transmission force mains to the Ocoee WWTF. Approximately one-half of the City's service area, the southwest portion, is directed to Lift Station 7. Lift Station 7 and the majority of the lift station sub areas in the east and north portions of the service area discharge directly to the Ocoee WWTF via the 20" force main in Clarke and A.D. Mims Roads. The City's hydraulic model indicates that the current infrastructure is well suited to convey existing wastewater flows to the Ocoee WWTF. The City has addressed needs including LS7 pump and force main upgrades. The S.R. 50 gravity system is at or near capacity and will be relocated when the re -design of S.R. 50 occurs. The existing wastewater collection system is shown with future improvements in Section 4. 2.4 Wastewater Treatment System The City's collected wastewater is pumped to the Ocoee Wastewater Treatment Facility (WWTF) with a permitted capacity of 3.0 million gallons per day and a permitted effluent disposal capacity of 1.8 million gallons per day. The WWTF unit consists of mechanical screening, grit removal and the Bio-Denitro Iz treatment process. The Bio-Denitro® is an advanced biological nutrient removal process having dual oxidation ditches that is effective for reduction of nitrogen and biochemical oxygen demand (BOD). Secondary clarification, tertiary sand filtration and chlorination follow the Bio-Denitro process. After chlorine disinfection, the effluent gravity flows into either the Master Effluent Pump Station or the Effluent Transfer Pump station. The pump stations deliver the reclaimed water to one of the following locations for reuse or disposal: • Forest Lake Golf Course public access reuse -irrigation (0.45 million gallons per day permitted capacity) • Neighborhood public access reuse -irrigation in the City • On -site percolation ponds (0.35 million gallons per day permitted capacity) • RIBs at the Forest Lake Golf Course, wet weather disposal (1.0 million gallons per day permitted capacity) • Winter Garden Rapid Infiltration Basins (RIBs) adjacent to the northwest City boundary If the effluent is unsuitable for public access reuse, then the rejected water is either automatically diverted by gravity overflow to the on -site percolation ponds via electronic chlorine and turbidity sensors and motorized valves, or pumped to the reject ground storage tank by the effluent transfer pumps. The total disposal capacity of the system is 1.80 million gallons per day. The larger non -biodegradable materials (grit, sand and other small materials) removed from the wastewater by mechanical bar screens are disposed of at a Class I landfill site. Activated sludge from the Bio- DenitroOO process is aerobically digested, dewatered and hauled offshe for beneficial land application. 2-3 A© REISS EfIG11JEEF.ING 2.4.1 Influent Flows and Loading Information Historical influent flows and loads were reviewed to compare current and permitted values. As shown in Table 2-2, the current flow and loading values are within permitted capacities. The effluent disposal permitted capacity is currently the limiting value, however, the City is currently in the process of increasing the permitted effluent disposal capacity to 2.4 MGD. Table 2-2. Flows and Loads For the Capacity Analysis Parameter Current Permitted Average Annual Daily Flow, MGD 1.6 3.0/1.81 Peak Hour Flow, MGD 3.4 7.5 BOD5lb/day 2,689 5,630 Total Suspended Solids (TSS), lb/day 2,788 5,630 Treatment Facility Permit/Effluent Disposal Permit 2.4.2 Wastewater Treatment Performance The City of Ocoee's WWTF consistently produces high quality effluent meeting state standards. Regarding nutrient removal, the BioDenitro© process is an energy -efficient wastewater treatment process that consistently achieves high levels of nitrogen removal without internal recycle pumping or chemical dosing. Since its' introduction in the 1976 US EPA Nitrogen Control manual, more than 100 BioDenitro plants have been constructed worldwide. The 3.0 MGD facility was the first of many United States BioDenitro installations. With the exception of an occasional outlying data point, the Ocoee WWTF consistently produces nitrogen effluent values and annual averages less than 3 ►ng/L of total nitrogen as shown in Figure 2-2. 2-4 O REISS E1IGII IEERING -- - ---- I 7ffluent Nitrogen Data 30 Effluent Data 2009 Average 25 E ---- a as 20 0 15 z 10 ..... . ... .. 3 0 5 4, 0 Mar-08 Jun-08 Aug-08 Nov-08 Feb-09 May-09 Aug-09 Nov-09 Feb-10 Date Figure 2-2. ococe wwu Effluent Nitrogen Results 2.5 Reclaimed Water System The City has proactively implemented a reclaimed water distribution system to provide alternative water for irrigation to d SigllifiCdflt P01-tioll Of its C11401TICt'S. This pUblic access reuse of reclaimed water is as vital part of meeting, Riture water supply needs with pending potable water COI)SLI]IlptiVe Use limitations. The City of0coce WWTF and a wholesale connection with CONSERV It supply the reclaimed water to the City's reclaimed water service area. I-Iiere are CUITently two CUrrent and one planned reclaimed \vater distribUti011 systems (service areas) that eventually may be interconnected to increase reclaimed water Utilization and redUndanc), throw, IlIOUt the City: * The Central Service Area, bounded by S.R. 50 to the south and Clarcona-Ocoee Road to the north. SLIpplies reclaimed water fi•0111 the OCOCC WWTF to City public access reuse residential and commercial customers. The existing Central Service Area customers are primarily along the Clarke Road corridor. * The South Service Area, located along the Maguire Road corridor south of` State Road 50. supplies reclaimed water from the Orange County Utilities CONS17RV 11 pro ' ject to City 1)Ltblic access reLlSe residential and commercial CLISIO111el-S. The SoUtIl Service Area is supplied by CONSERV 11 thrOL11111 a %fliolesale-retail arrangenient between the City and CONSFRV 11. The SOLIth Service Area's backbone is as transmission line that currently extends to the north east corner of the area, and the interconnection to the Central Service Area is Under construction. * The Northwest Service Area, located north ot'Clarcona-Ococe Road, includes public access residential in -ground reclaillIed X17,1 . ter diStribUtion systems that are Currently jumpered to and supplied from Orange COLHItV Utilities potable water systems. The 2-5 CR D Northwest Set -vice Area includes areas outside the City's current wastewater service area. The Northwest Service Area could be supplied in the future by the 0cocc WW'IJ, and/or Orange County Utilities through an inter -local wholesale -retail arrangement. 2.6 Historical Reclaimed Watei- Usage 'File City has consistently utilized over 50% of its reclaimed water 1'()r public access since 2001 as shown in 'Fable 2-3. i'lle reclaimed water distribution demand has steadily increased over the last several years through expansion via existing neighborhood distribution retrofits. Including Supply to the local golf Course, over 70% ol'the City's reclaimed water was beneficially reused in 2009. Table 2-3 shows historical wastewater facility flows compared to effluent destination quantities. Based oil evaluation of the historical reclaimed usage data, the 161lowing conclusions were drawn: I . Since the reclaimed distribution system to neighborhoods and commercial businesses began operation in December 2001, this demand has steadily increased from 0 to 0.9 million gallons per day. 2. Given Current reclaimed water supply and public access demand conditions, there is very little reclaimed water available lbr distribution system expansion without development of new small scale storage at the City's South Maguire Rcclaimed RC-PUnip Facility, large I Zn scale storaoc near the Ocoee WWTF, supplemental Supply source. and/or new wholesale Supply from a neighboring utility along with associated StOl'mC/PLIIIlpill",Al',l]ISIIIiSSiOlI infrastructure. 3. Given the Current maximized public; access VeUSC (IC111,11WIS. How to the on -site percolation ponds and rapid infiltration basins has been minimized. Table 2-3. Summary of Wastewatei- Flow ffistribution Facility Off -site On -site Forest Lakes Ocoee Average }~sapid R Rapid Golf Course Public Public I Annual Daily Infiltration Infiltration Public Access Access Access Reuse Flow Basin Basin Reuse Reuse (% of Facility Year (mgd) (mgd) (mgd) (mgd) (mgd) AADF) 2001 1.444 0,040 0.280 1A16 0.008 78% 2002 1.470 0.211 O.347 0M6 O.306 62% 0,134r5 1 0.388 0.236 06148 55% :2003 2004 1.694 0.403 O.356 0,199 0336 55% 2005 1.715 0A42 0.271 O�342 0.659 58% 2006 1.654 0.109 0.258 0A88 0.799 78% 2007 1.639 0.040 0.318 0A52 0.829 78% 2008 1.676 0.068 O.355 0.295 0.958 75% , 2009 1.630 0.128 0285 0.300 0.917 75% 2.7 Summary of Wekiva Study Area Compliance Based on a review ol'Wekiva Act rcqUil-cments versus historical City wastewater Ireatment and effluent disposal performance, the City complies M111 the Act as sUmmarized in fable 2-4. Table 2-4. Summary of Current Wekiva Act Compliance Wekiva Act Requirement No new Rapid Infiltration Basins (RI13's) allowed Discharge to existing RIB's: annual -average total nitrogen not to exceed 3 mg/l, Discharge to existing back -UP IZIB's: no more than 30% of the total annual wastewater treatment plant flow and MUSt meet the ReLlSe irrigation systems limitation (below) Reuse irrigation systems: annual -average total nitrogen not to exceed 10 mg/L Class A & B residuals for land application are prohibited Current Compliance Status Complies - No new R11-3s IVC]Uired, City is expandingT public access I'eUse arid has I adequate backup disposal capacity Not applicable - City discharges < 3 mg/L of' total 1141-Ogell annually Complies - City discharges < 30% Of MILIellt to its RIBs aIIJ1UallV Complies - 2009 annual average total n nitrogen 11 1-0 111-/L Complies - Residuals currently hatiled otIr'site, outside ol'Wekiva protection area 3® FUTURE CONDITIONS 3.1 Service Area `File City's current wastewater service area boundary is relatively stable and not expected to change significantly in the future, I-loxvever. there are large developable properties within the service area that are expected to develop in the planning horizon. As the planning horizon for this Plan is 5 to I 0-ycars, the service area map indicating properties expected to be served in the 10-year future is shown in figure 3-1. The 10-year service area includes the existing served areas and planned developments within the service area boundary that are likely to develop and be extended central wastewater service over the next 10 years. 3.2 Flow Projections Wastewater flow to the City's ww,rF was projected using historical data and long term linear growth trends as shown in I"igure i-2. As shown in Figure 3-2, annual average daily flows to the WW'1'1'' are expected to increase firom 1.6 to 2.1 million gallon per day over the next tell years. The projected flow was used to estimate available reclaimed water Supply alld tinge WWTF capacity improvements. TO SiZC 1111tUre wastewater collection and transmission infrastructure, however. buildout flows were utilized to C11SUre at least 50-year set -vice life. BUildout flows were estimated using the latest development and land use information fir the ftiture served properties of the City wastewater service area. Land use was identified From City maps and verified with City planners. Unit flow generation factors were developed out ail equivalent residential units (FRLJ) basis and compared to existing, actual ERU unit flOWS. Future bUildout flows were estimated based on the land use, developer inl6i'mation gathered and the recommended unit flow generations fi.actors. lUtUre bUildout flows were then allocated into the wastewater hydraulic models using lilt station areas. Lill station areas define the sub -area served by a lilt station's gravity system. The resulting flow projections were a combination of'cicvelopment-specific information and land use estimations. City standard flow generation tactors, per equivalent residential Unit (ERU), were used for the development -specific areas where developers had applied or provided project information. The unit average animal [low (AAI,') generation factor was based oil 173) gallons per day (-pd) per FRU of' actual wastewater t1mv and translates to 54 ­pd per capita at 3.2 people per ERU. I"UtUre land use area estimations lbr other vacant land or potential redevelopment areas were based an the City's standard unit flow IMICratiOn factors. The NSLI]till- Pro t- jected City ol'0coce bL1ild0Llt served wastewater AADI` is 4.0 million gallons per day (million gallons per day). A system peaking factor oF2.5 times the AADI-,' was used to t, size future collection and transmission infirastructure. DO PEJ'�;'�; Ei IG!i i-PEM iU A M N 'VV E S 0 1,800 3,600 Feet 0--POF ",%Wr P-F.;-- - WA9Tk - WATFR FACILITY PLAN 10 YEAR CITY WASTEWATER SERVICE AREA LEGEND Active Onsite Sewage &tes Existing Seiner Customers Service Area Water Features I'LltUre Sewer Area Existing Sewer Area Roadways IFIGURE 3-1 Figure 3-2. City of Ocoee Wastewater Flow Projections 3.3 Wastewater Collection and Transmission System In C011JUnction with City Utilities staff alternatives were developed to provide wastewater service to the undeveloped areas in western Ocoee and minimize futUre onsite wastewater disposal systems, Alternatives included locations ot'niaster lilt stations, gravity collectors. lbrce main rotates, etc. The hydraulic model Was Updated with the proposed alternatives int'rastrUCtUrC scenarios. Hydraulic modeling was peri-ormed with the revised and updated models to size future required infrastructure liar each alternative and compared to City hydraLIliC perrormance criteria. Workshops were held Nvith City staff to garner illl)Llt Mid select ail alternative for incorporation into the Facilities Plan. Constrtiction and capital cost estimates were prepared lbr each alternative. Based an existing force main capacities. it was apparent that ail additional lorce main system was required to handle bUildOUt NN-astewater flows. The City selected a Nvestern force Illaill I-011te to provide this capacity, maximize service to Undeveloped areas and provide redundancy ror existing facilities. 'file Ocoee West Force Main System ®-vas conceived, located oil the: 'N/la-,wire Road, Lakewood Aventie and Wurst Road corridors. as the selected SOILIti0n. As developed in the 2008 Ocoee West Wastewater Plan. the proposed Ocoee West Transmission System is shomi in Section 4. The luture How routing scenario diverts the lift station areas oil the west side ofthe City and the lift station areas SOLIth of the Florida's "Turnpike northward to the proposed Ocoee West l'orce Main and Lakewood Master Lill Station. 1-3 3.4 Elimination of Active On -Site Sewage Sites The Wekiva Act requires the phase -oast 01'existing septic tanks (onsite sewage sites) within the Wekiva Study Area, and the elimination ofany new septic tank installations in the Nature. where centralized sewer service is available (currently or planned) within the City's service area. The responsibility ficir addressing septic tanks within the WEKIVA STUDY ARFA where the City's I service is not provided (now., or within the Future planning period) talk upon tile Florida Department of Health (FDOI-1). As part Of the City's current wastewater plan, including [lie Ocoee West Transmission System, extension of service to the undeveloped areas will prevent a large number of future onsite sewage sites and eliminate approximately 85 of the 950 active on -site sewage sites in the future. To convert all the active onsite sewage sites would cost on the orderof$30,000,000. The impact to Ocoee rate payers would be a 200% plus increase in rates, which is not feasible. Figure 3®3 shows the estimated existing active on -site sewage sites that WOUM be eliminated under the current City wastewater service expansion plan. 3.5 Wastewater Treatment System Based oil the existing 1.8 million gallons per (lay TMADF and depending on the rate of development in the City, it is not expected that the 1.0 million gallons per day Ocoee WWTF would require expansion in the next 5 to 10 years. However. there is a buildout projected jected [low of 4 million gallons per day that could OCCUr depending on economic conditions and the rate of development. 'rbe city plans on making improvcments to the facility as part ofthe City's CIP program to increase reliability and repair or replace aging structures and equipment. Other than the planned improvements to the facility no further recommendations for additional WWTF activities are proposed as part of this plan. -4 (-kDD PEI�,`; E� IGII FEP�fl Ili N LEGEND To Remain AclhvL OnsitP Sewoge S::e W E Future Chmination f;,Ct,V.3 Ons:te sewage Site -:''� Soivico Area s ,,, iNa"rFeatuies I Future SowuAioa 1,600 1,600 !Existing Scwer Aren F'ot Roadways CITY OF OCOUE WASTEWA TER FACILITY PLAN FIGURE 3-3 10 YEAR ESTIMATED ONSITE SEWAGE SITE ELIMINATION 4.0 RECLAIMED WATER SYSTEM FUTURE CONDITIONS To conserve the regions potable water supply the City provides reclaimed water for irrigation to its customers in the service arca. As such, reclaimed water tier public access reuse must meet the public access standards, inClUding an annual average nitrogen concentration ofno greater than 10 ing/l, total ram expansion. tD nitrogt�en. Because ofthe City's reclaimed water program in recent years the City has discharged less than 30% ol'the total annual wastewater treatment plant flows to the RlBs as previously discussed. Therelbre, [Ile City needs only to meet the 10 mo/t, total nitrogen levels for all wastewater discharges per VDFP regulations. The expansion of the City's reclaimed distribution system has significantly decreased flows to mass disposal areas, SUCh as the Forest Lake (3oll.-Course and RlBs, Winter Garden RlBsm and oil -site percolation ponds. The City has also inet and exceeded the limitations with an average nitrogen discharge of 3.0 rn',Y1, total nitrogen. 'file City's current plans illChide expansion orreUse service to residential users in the Central and South service areas. The proposed 5-year and 10-year reclaimed water expansion plan is developed and discussed in the City of Ocoee 2010 Reclaimed Water Feasibility Update (Reiss Engineering. April 2010) aild salsa summarized in the City's 10-Year Water Supply Facilities Work Plan (SMW Cato sciences, May 2010). 4-1 (�P El KM 1,_EF1.jHG 5.0 INFRASTRUCTURE WORK PLAN 5. 1 Wastewater Facility Plan Based an the City of Ocoee's current plan to cost efficiently serve its customer base and minimize the proliferation of future septic tanks. time five-year and long range (five to ten-year) Wastewater Facility plan is presented in Figure 5-1. The plan is a combination of capacity related projects to serve future growth and provide central sewer to areas that Would otherwise build Septic tank systems, as well as repair and rehabilitation protects to maintain reliable service. 5.2 Five -Year Plan Projects The specific five-year Wastewater Facility Plan projects Nserc identified with capital cost estimates as shown in Table 5-1. Capital costs were ad ' jLISMI for three percent annual inflation. The;specific rive -year projects presented in the plan are diSCLIsscd below. 5.2. 1 Ocoee West Transmission .`stem The Ocoee West Transmission System is a bold initiative undertaken by the City to prepare fbr time next phase of growth and provide redundancy for Lift Station 7 that PUMPS 11111OSt half of the City's wastewater flow. The Ocoee West tranSnliSSio(l Consists 01" rOM111IN/ 1,000 force main and one master lift station that will serve the SOLIth and west portions of the City's service area. The force main extends on MaOuire Road fi-0111 JUSt S011th of SR- 50 to the Ocoee WWTF entrance oil A.D. Minis Road via Ma-Llire Road. Lakewood Avenue and Wurst Road rights -or - way. The project was divided into four phaSCS to SLIpport proper development as 1611ows: Phase I Worst Road — 7,500 feet ot'20-inch force main oil Worst Road Irom Lakewood Avenue to time Ocoee WWTF entrance tying into the existing 24-inch IZ)rce main discharging to the facility headworks. Phase 11 Lakewood Avenue --- Lakewood N/laster Lift Station (2,600 gallon per minute bUildout callacity) and 7,600 feet oll-M-inch 11orce main firom 1\vlaouire Road and Franklin Street to Wurst Road and Lakewood Avenue on Lakewood Avel)LIC and misccilaneous streets. Phase III South Maguire to North ?VlagUiN Interconnection - includes the SOLIth-to-north crossing of S.R. 50 oil Maguire Road with a new IZ)rce main and miscellaneous connection SOLIth ol'S.R. 50 to fiacilitate flow rc-I-OUtill:'. Phase IV North Maguire Upsizing— 6,000 tect of 16-inch f6rce main from oil NlagLlire Road from Story Road to Franklin Strect. Existin(T IM stations LS S. LS 12 and LS26 would be required to be upgraded in Phase 3. 1 5-1 (ko REJV=; E.1 IC411 [EERdl Ira µ e t `W D EW Ocoee leveat ', ' Tranictisslon .2.photo t k G i'?11 4., \ i I : l,"N w. �. ..' ems;;„„. l ca�a t � r is Gn ..uP. r URI tau 4;I tack 5H Ocoee WWfF C:r\s i,to`t® Cizamh«:r Addition ., 6Sa Atldflton Beds;! rx sr<x eo �8,(l+tu st as uxxn .. o' i I u of ti. .^' p�^�qon ,',end °u NuwE.!� �a ueenersr t�''., i.��• I '- e§ 4' R1 6:� �rl n o c iNvt en y � \ z " a lift Statioli#t0 s'exv en +<'. si G; raxtena nrt TIM ROD vvlwt 12rtrah �u�. t.ifl StnVal lf3 � 'q �gtg�,irrn .rl i e1 Tt041 ftq�" s arre. nn ''va.n ensr sr ex 6,.. Liu' w,1,E we ..,,.act rtaL'g rJ �" « � . 'l e`"•a, ;x : '',. ,� A �i ro wi � MV c �', msTS Yt 4t'F FF r tit' ni 0 LEGEND i m W F Ocoee VMNTF do Existin,t �>";;°"P SYear Future _ F _l ] I -I t St:ltiotis 10 Year F,iturr, ^�^^ Farce Mull Dcvc!eger Resl'+en=.aCii;tY •, ••• Rib- Giev+ry ratan, Parcci fF t,8D0 3.�e70 E—Mg Grawty cb Water Featil­ 0 Pily; taic—t Divisia:r Set.:ice Area Feet - - CITY OF OCOEE - - -- WASTMATER FACILITY PLAN -- -- FIGURE 5.1 I 5 - YEAR AND LONG RANGE WASTEWATER FACILITY PLAN 1.717',11 oo: ,P1 t'NVV+._'_i=,.turaa `Fable 5-1. City of Ocoee Wastewater 5-Year Facility Plan i 5-Year (Fiscal Year) Fiscal PYea1 10 I 11 I 12 I 13 I 14 rolects Schedule'11 12 13 14 15 I Wastewater Facilities Wastewater Plant Homeland Security 2010 $ 25,000 Improvements Digester Modification (Class C to b) - Hold over from 2010 $ 35,000 2009 '�nnual Wastewater Plant Minor Repairs and P $ 25,000 $ 26,000 $ lUpgrades 27,040 $ 28,122 $ 29,246 Replacement Program --- P j $ 25,000 1 $ 26,000 $ 27,040 $ 28,122 $ 29,246 I Ocoee West Transmission 2010 $2,000,000 System Ph I. Wurst Road Ocoee West transmission System Ph 11, Lakewood Ave. and Misc. Road 2010 $ 3,000,000 connecting Worst Road to Maguire including Master Liftstation Ocoee West transmission .System Ph Ill, South 2010 1 $ 350,000 Maguire to North Maguire :Interconnection Ocoee West Transmission System Ph IV, North 2010 $ 1,400,000 Maguire Upsizing Wastewater Operations Subtotal $ 6,775,000 $ 26,000 $ 27,040 1 $ 28,1221 $ 29,246 [Wastewater Totals $7,080,816 5.2.2 fVasteuutfer Trealinent Facility Iniprovententv The Ocoee WWTF is currently openating at 00"No capacity Gand is not in need of capacity improvements. The scheduled JjV0_yCar irilproVenjentS illdUde flonicland Security Improvements, Biosolids Stabilization (Dii ' !ester) Nlodillication and nornial annual repair and rehabilitation. The Digester I'viodilications are nceessary to iniprove the (--'ity's biosolids (:RDD Ei V--A IG stabilization class and reduce and improve disposal costs Laid options. The City is exploring all oftsitc sludge incineration disposal method that would eliminate the Digester Modifications project if implemented. 5.2.3 111(a,,quire Roud Reclaimeil Eacifitl, 1. 0 Million Gtillon Storage AtItlition The City's updated Reclaimed Water Feasibility 2010 Update recommended the top priority reclaimed water project cis tile Maguire Road Reclainicd Pumping Facility 1.0 Million Gallon Storage Addition. This storage tank will allow the City to better utilize its reclaimed water Supply to provide more consistent pressure and flow to its reclaimed water customers. The 1.0 million gallon tank will be located oil the existing Maguire Road Pump Facility site. 5.2.4 Reclaimed Water Imps-oventents The City has aggressively implemented reclaimed water distributions SyStCu1S ill its Service area I z- I and is planning to C011tillUe this expansion over (lie next five years. The City is planning roughly "n roughly $500,000 per year, as Financial conditions allow. over the next live years to implement increased reclaimed water storage, transmission and distribution capacities. 5.3 Long Range (5 to 10-Year) Plan Pi-ojects The specific five to ten-year Wastewater Facility Plan projects were identified with capital cost estimates as shown ill Table 5-2. Capital costs were adjusted for three to four I)crceiit anuLlal inflation. The specific long range projects presented ill the plan are discussed below. Z:� zn 53. 1 ff,usfewatei° Collection and Thinsmission The City Utilities Department maintains an asset management prioritization list to schedule lilt station and other key infirastrUCtIll-C repair and replacement. The rive to ten-year schedule includes rehabilitation of Lill Station 3 and Lill Station 10. 5.3.2 Treatment S1,stem lml)roventents The Chlorine Contact Chamber Addition and the Sand Filter Bed Addition are scheduled improvements to the Ocoee WWTF in the five to ten-year planning horizon. The projects are required to provide service and redundancy improvements to the disinfection and filtration systems. 5.3.3 Reclaimed Witter- ImIn-ovements Five to ten-year reclaimed water improvements were prioritized and schedUICd in the Reclaimed Water Feasibility 2010 Update (Reiss Engineering, April 2010). The proposed improvements recommended the most cost effective potable water off'sets for the City. The City is planning additional reclahned Nvater projects in the 5-10 year horizon, depending on financial conditions. (flat would increase reclaimed water storage, transmission and distributions Capacities. Table 5-2. City of Ocoee Wastewater Long Range (5 to 10-fear} Facility Plait 5 to 1-Year (Fiscal Year) Fiscal Yea d 15 16 17 18 20 ojects Scheduled[ 16 17 18 19_ - L ------ Li Wastewater Facilities Chlorine Contact chamber 2017 $ 325,820 Addition I I I I Sand filter bed Addition 2017 $ 390,984 Annual Wastewater Plant ,Minor Repairs and P $ 30,416 $ 31,633 $ 32,582 $ 33,559 $ 34,566 Upgrades Wastewater Facilities Subtotal 1 $ 30,416 1 $ 31,633 1 $ 749,3851 $ 33,559 [� 34,566 Wastewater Operations Sanitary Sewer Manhole P Replacement Program Liftstation #3 Reconstruction and 2015 Relocation Liftstation #10 Reconstruction and 2016 Relocation $ 30,416 $ 31,633 $ $ 240,411 32,582 $ 33,559 $ 34,566 $ 261,580 $ 272,044 1 $ 32,5821 $ 33,5591 $ 34,566 ter Totals -- 1 $1,513,892 M, QkDD PEI,S- F, IrA iFE,111 lr� 6.0 SUMMARY ]"his section contains conclusions and recommendations of the 2010 Wastewater Faci lit), Plan for the City of Ocoee. 6.1 Conclusions Based on an engineering evaluation of the City ofOcoce's existing and I'Liture wastewater service conditions, including previously completed planning efforts, the F0110WiWI Conclusions were drawn: Based on a review or Wekiva Act requirements versus historical City wastewater treatment and effluent disposal perfiorniance, the City complies with the Act as summarized in 'Fable 6- 1. To maximize central sewer service to significant undeveloped areas in the western portion of the City's wastewater service area and address ftiture localized capacity issues the City is undertaking a major wastcNvater transmission and pumping project within 5 years. The Ocoee West Transmission System will minimize future onsite treatment and disposal systems and significantly increase the City's wastewater transmission system to meet long range capacity needs. Table 6-1. Summary of Cut -rent Wekiva Act Compliance LVekiva Act ReQUircment —1 Current Compliance Status No new Rapid Infiltration Basins (RIB's) allowed Discharge to existing RIB's: annual -average total nitrogen not to exceed 3 mg/L Discharge to existing back -tip RIB's: no more than 30% of the total annual wastewater treatment plant flow and must meet the Reuse irrigation systems limitation (below) Reuse irrigation systems: annual -average total nitrogen not to exceed 10 mg/L Class A & 13 residuals for land application arc prohibited Complies - No new RIBs required, City is expanding public access reuse and has adequate backup disposal capacity Not applicable - City discharges < 3 mg/L of total nitrogen manually Complies - City discharges < 30% of effluent to its RlBs annually CORIJ)HCS - 2009 annual average total nitrogen Complies - Residuals CLUTClItIV haliled offisite. outside of Wekiva protection area 6­1 (�P REI,EI Ir-311 I&EF1.11 11;i MFj7gBBflflVMn"M= Based Oil tile C011CIUSiOnS Of this facilities plan the following recommendations are provided regarding implementation of tile Ocoee Wastewater Facility Plan: 1. Consider adding the following amendments to the Objectives & Policies Subsection of the Sanitary Sewer Sub-Flement Goals: a. POLICY 2.3.2 The City of Ocoee Wastewater Facility Plan, prepared for tile Wekiva Parkway and Protection Act is hereby adopted and incorporated into the Comprehensive Plan and is on file in the Planning Department. b. POLICY 23.3 'file City will utilize tile Wastewater Facility Plan as tile basis for prioritizing the Capital Improvement Program to provide central wastewater service to properties within the City wastewater service area to mininlize oil -site wastewater treatment and disposal systems. 2. Consider amending the Objectives & Policies Subsection of the Sanitary Sewer Sub- E'lement Goals Policy 2.1.4 to deline the term -available- in accordance with Section 381.0065 (2), Florida Statutes. 3. Coordinate Wekiva Act compliance for wastewater, reclaimed water, and on -site systems phase -out with other City Department erforts alClUding Planning, Stornlwater. Legal, etc., such that requirements are I-Lilfilled and efforts are not duplicated. 4. Continue implementation ol'the proposed Wastewater Facility Plan. 5. Initiate discussions with the Florida Department of I lealth (17DO11) and the Orange County Health Department (OCI ID) regarding tile Wastewater Facility Plan as it relates Z- to the Wekiva Act Compliance. 6. Investigate listed active onsite sewage sites adjacent to existing City central sewer facilities for the potential liar connection and abandonment. 7. Coordinate all Wekiva efCorts through the Planning Department and include the City Public Works Department and Attorney's Office to C11SUre proper legal application and promote complete compliance. 6-2 (�p EIGll jEEP11 Jf,� ITEM NUMBER IV. F. PUBLIC HEARING DEEPER LIFE ASSEMBLY OF GOD ANNEXATION Mayor S. Scott Vandergrift Citv Manager Robert Frank Ce,ater of Goo STAFF REPORT DATE: August 10, 2010 TO: The Planning & Zoning Commission FROM: Michael Rumer, Principal Planne 7411 THROUGH: Craig Shadrix, Development Services Directo� SUBJECT: Deeper Life Assembly Annexation AX-09-09-18 ISSUE: Commissioners Gary Hood, District 1 Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 Should the Planning & Zoning Commission acting as the Local Planning Agency, recommend approval of the annexation of the +/- 38 acres of land known as the Deeper Life Assembly Parcels and Exhibit "B" to the Annexation Agreement? BACKGROUND: The t 38 acre parcels consists of a 5.3 acre site with an existing church and non -permitted portables. An additional 32.7 acre parcel contains a single-family dwelling used as the pastor's living area with additional accessory structures. The subject properties are located on the north side of A D Mims Road. The subject properties are located in a large enclave of unincorporated Orange. The applicant intends to connect the existing church building and portables to the City's potable water service. Connection to the City's waste water system is not proposed at this time as the applicant intends to develop the 32.7 acre parcel in the near future and will provide waste water connection. CONSISTENCY WITH STATE & LOCAL REGULATIONS: Rezoninq: The table below references the future land uses, zoning classifications and existing land uses of the surrounding parcels: Direction Future Land Use Zoning Classification Existing Land Use North Low Density Residential R-1A Single -Family Dwellings East Medium Density PUD-MD Single -Family Dwellings South Low Density Residential R-1AA Single-Familv Dwellings West Low Density Residential R-1A Single -Family Dwellings The applicant is not proposing a rezoning at this time. The property will be rezoned in its entirety when future development occurs. City of Ocoee - 150 N Lakeshore Drive - Ocoee, Florida 34761 phone: (407) 905-3100 - fax: (407) 656-8504 - www.ci.ocoee.fl.us 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: 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 on the north, south, east, and west. Joint Plannina Area Aareement: The subject properties are located within the Ocoee -Orange County Joint Planning Area (JPA) and are being considered for annexation as outlined in the JPA Agreement. Orange County has been notified of this petition in accordance with Subsection 13-A of the City of Ocoee -Orange County Joint Planning Area Agreement. DISCUSSION: Annexation Feasibility & Public Facilities Analysis Report: Based upon the projected impacts of the proposed use and size of the parcel, Staff determined that urban services, specifically potable water service could be adequately provided to the subject properties. Should the applicant propose to develop the property in the future; a sanitary sewer connection will be required (See attached "Annexation Feasibility Analysis"). Summary: The proposed annexation is a logical extension of the City limits, urban services can be provided, and the annexation meets state and local regulations. DEVELOPMENT REVIEW COMMITTEE (DRC) RECOMMENDATION: On July 21, 2010, the DRC met to determine if the proposed annexation was consistent with the City's regulations and policies. The DRC had significant discussion on the proposed annexation. The DRC has concerns with the portables as they do not meet building code as they are positioned and do not have the required permits from Orange County. The DRC made a condition of approval that the portables receive a Certificate of Occupancy from the City within 180 days by including said condition in Exhibit "B" which lists improvement deadlines. Additional improvement deadlines were established in Exhibit "B" to the annexation agreement. The DRC spoke to the applicant about future development of the 32.7 acre site. The DRC notified the applicant that a railroad crossing will not be granted by the Rail owner and that provisions for access will be made by an access road via Prairie Sage Trail with a possible future connection provided on site to connect with Prairie Oaks Court. The DRC further stated that the 32.7 acre parcel will be required to provide a trail easement adjacent to Prairie Lake to connect the final segment. STAFF RECOMMENDATION: Based on the above analysis and the subsequent DRC recommendation, Staff recommends that the Planning & Zoning Commission, acting as the Local Planning Agency, recommend approval of the annexation of the +/- 38 acres of land known as the Deeper Life Assembly parcels and Exhibit "B" to the Annexation Agreement. Page 2 of 3 Attachments: Location Map Surrounding Future Land Use Map Surrounding Zoning Map Aerial Map Annexation Feasibility Analysis Report Reduced Boundary Survey of Parcel with Existing Church and Portables Exhibit "B" Annexation Agreement Page 3 of 3 *eeper Life Assembly Annexation Location Map PRAIRIE LAKE JA - �� �,St 7-11 vge Cal, ns re RiA r A T-M a F-1 fsF-T-� Ll T i g Lit /111H L-1 L ---- I a�r 0, CL -40 - ------ - M- --A-D- Mims Lowniah �ARLOV� Deeper Life Assembly Annexatior Future Land Use Map 10 a6 Ocoee Community Development Department Printed: August 2010 Lakes and Water Bodies Parcels Low Density Residential After Proposed Annexation Expressways ROV\Ps Medium Density Residential High Density Residential Professional Offices and Services commercial Light Industrial Heavy Industrial conservation/Fl oodpla ins Recreation and Open Space - Public Facilities/institutional Road Right -of -Way TT—,I-7 j r 4iiLe�L FFF STANLEY ccale� 2f GL�d Ocoee Community Developm Department 1:9,174.135434 230115 0 230 460 690 Feet Printed� August 2010 13Subject Property Unincorporated Territory Mand Other Municipalties Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) Neighborhood Shopping (C-1) Communi 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 Deeper Life Assembly Existing Zoning Map _T R-11 0 L ADMi-ns5 CITY OF OCOEE ANNEXATION FEASIBILITY ANALYSIS CASE NUMBER: AX-09-09-18 APPLICANT NAME: Deeper Life Assembly Church PROJECT NAME: DEEPER LIFE ASSEMBLY ANNEXATION 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 A. Applicant/Owner 11. Owner (if different from Applicant) B. Property Location 11. General Location: 2. Parcel Identification Numbers: 3. Street Addresses: 4. Size of Parcels: C. Use Characteristics 1. Existing Use: 2. Proposed Use: 3. Density / Intensity: 4. Projected Population: D. Zoning and Land Use 1. Orange County Future Land Use: 2. Orange County Zoning: 3. Existing Ocoee Future Land Use: 4. Proposed Ocoee Zoning: E. Consistency 1. Joint Planning Area 2. Comprehensive Plan: II. FIRE DEPARTMENT 1. Estimated Response Time: 2. Distance to Property: 13. Fire Flow Requirements: Michael Rumer I International Church of the Foursquare Gospel North side of A.D. Mims Road, west of Apopka Vineland and east of Clark Road. 10-22-28-0000-00-003 and 10-22-28-0000-010 8955 A.D. Mims Road and 8825 A.D. Mims Road 38 Acres Church and Single -Family Church and Single -Family N/A 3 (=1x 2.99) Rural Settlement 1/1 A-1 Low Density Residential N/A Yes Yes Chief Pete McNeil 3 Minutes Distance from Station 2 (Clarke Rd & A.D. Mims) is 1.5 miles Fire flow is 750 gpm III. POLICE DEPARTMENT Chief Charlie Brown 1. Police Patrol Zone / Grid / Area: Zone 2 / Grid 71 j 2. Estimated Response Time: 3 minutes for emergencies. 3. Distance to Property: Approx. 2 mile Page 1 of 3 14. Average Travel Time IV. ECONOMIC VALUE 1. Property Appraiser Taxable Value: 2. Property Appraiser Just Value 3. Estimated City Ad Valorem Taxes: 14. Anticipated Non -Ad Valorem Taxes: 1 5. Potential Impact Fees: 1 6. Total Project Revenues: V. BUILDING DEPARTMENT 11. Within the 100-year Flood Plain: VI. UTILITIES A. Potable Water 1. In Ocoee Service Area: 2. City Capable of Serving Area: 3. Extension Needed: 4. Location and Size of 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. Other 1. Utility Easement Needed: 2. Private Lift Station Needed: 3. Well Protection Area Needed: Applicant Name: Deeper Life Assembly Project Name: Deeper Life Assembly Annexation Case #: Ax-04-07-20 9 minute normal drive time. Michael Rumer N/A Religious Exemption N/A Religious Exemption N/A Religious Exemption N/A Religious Exemption N/A Religious Exemption N/A Religious Exemption Michael Rumer Yes 1 David Wheeler, P.E. Yes Yes An extension is needed. Property accesses a 18" Water Main on A.D. Mims. Yes Yes Yes 8" on Switch Grass Court and an 8" on Stonewater No, Applicant will use on -site septic. Yes Yes No Page 2 of 3 Applicant Name: Deeper Life Assembly Project Name: Deeper Life Assembly Annexation Case #: Ax-04-07-20 VII. TRANSPORTATION Michael Rumer j 11. Paved Access: Yes 2. ROW Dedication: No 1 3. Traffic Study: No 1 4. Traffic Analysis Zone: 558 1 Vill. PRELIMINARY CONCURRENCY EVALUATION Michael Rumer At this time, adequate transportation capacity exists. 1 A. Transportation: At this time, adequate park/recreation capacity exists. 1 B. Parks /Recreation: At this time, adequate water/sewer capacity exists. C. Water /Sewer: 1 D. Stormwater: N/A At this time, adequate solid waste capacity exists. 1 E. Solid Waste: N/A 1F. Impact Fees: IX. SITE SPECIFIC ISSUES All Departments I The 32.7 acre parcel contains wetlands and lies within the 100 Year Flood Zone. Conservation easements and upland buffers will be required at time of rezoning and site plan review.. X. CONSISTENCY WITH STATE REGULATIONS: Michael Rumer I This property is contiguous with the City Limits and reduces the area of an enclave; therefore this annexation is consistent with CH. 171.043 (1) & (2), Florida Statutes. Page 3 of 3 ;P= �G �C it u y- u �• trs� a^ �ie- i ! a4�:fgqg€I is �8i��9�€=� q}� S fin [3gi��g€�i�?@�•,_i,!'i•g x' Ilit eHI-i-ootm, IF Hit s�eS �+9e i� 9�° eg �rggisy 663 - ; & ! �: Lq i r °• ! s. ��}�t- .SlvfrQ4S�at�q. eav q i Yq b}fS :i E6; p g}r@qSSFp( NO ¢yy¢jy N�— q q €. t O y [ 1 ! G 0 O �n — rn ,uiy ao. ,00s �� oI m e. "°a" s""`° o"° Benchmark Surveying k M ap•ping tnw�tanU, Inc. t rx a o°e. Numhn Topographic Survey of ^ �•^ 8825 A.D. Mims Road, ..Gam may....«,. —Flo. 5.]n-wss �' ' • a0' C` Orlando, Florida Wd 8ve /9a9e \ycNv ` p•�v I nvavvn mdv �<vnv.eM/ fm5d yw ' ] fvo]) ysv n E.s� rv.'(°o]) es�—saedv ] ]C'/ J Exhibit "B" Sixty Dav Improvements 1) Paint all light poles and light fixtures currently on the property black. 2) Provide solid metal gates for the dumpster enclosure that are painted black. 3) Submit a small scale site plan for the relocation and placement of the portables and a landscaping plan for the existing church building, parking area, and portables. The landscape plan must achieve a uniformed landscape design. 4) Submit an irrigation plan for all existing landscaped areas not provided with irrigation and for the proposed landscaping. 5) Submit a plan showing, new siding, surface materials, or paint on the exterior of all four sides of the existing and proposed buildings along with a decorative trim around all windows and doors to provide an architecturally cohesive look. 6) Submit a building pen -nit for the portables to be reviewed concurrently with the small scale site plan. 7) Existing single-family residence must comply with chapter 108 of "Minimum Standards Codes". One Hundred Eiehty Dav Improvements 1) Must have received Certificate of Occupancy (CO) for five (5) portables. 2) Provide screening around all of the A/C units to screen them from view with either masonry walls or landscaping. 3) Provide landscaping around the existing church building, parking area, and portables; achieving a uniformed landscape design. 4) Provide a row of ligustrum trees and/or crepe myrtle trees behind the viburnum shrubs along the frontage of A.D. Mims Road. 5) Provide an underground irrigation system for all landscaping on the property for all existing and proposed landscaping. One Year Improvements 1) Connection to City of Ocoee Potable Water. 2) Provide new siding, surface materials, or paint on the exterior of all four sides of the existing buildings along with a decorative trim around all windows and doors to provide an architecturally cohesive look. Five Year Improvements 1) The temporary status of the portables expires. The portables are to be moved off the site or the transportation impact fee of $18,690.51 must be paid to make the portables permanent. ITEM NUMBER V. MISCELLANEOUS A. Project Status Update B. August Calendar OAP & Z\Divider Sheets.doc PROJECT STATUS UPDATE TYPE OF DATE REVIEW SUB - Current Projects PROJECT NO. MITTAL SUBMITTAL RECEIVED ER NUMBER Commercial And Everything Under the Sun Bank of America (Ocoee Commons PUD) Bank of America (Ocoee Commons PUD) STATUS Review 01/19/10 AF 1st Wall Sign DENIED 1/21/10 Commercial i Drive-thru ATM/Light Pole/Fixtures DENIED Review 0_7/12/_10 BH 1 st 7/14110 Commercial Review 07/2.6/10 B_ H 1 st Commercial Belmere Review 08/06/09_ MR 1st Casa Mirella Apartments (fka Maguire Shoppes Commercial II) Review- 06/04/09 MR---- 1st Casa Mirella Apartments (fka Maguire Shoppes Commercial II) Review 06/04/09 MR 1st Casa Mirella Apartments (fka Maguire Shoppes Commercial I I) Review 06/04/09 MR 1 st Commercial ATM Addition APPROVED 7/10/10 New Retail Building B DENIED 08/06/09 New Apartment Building (Type II) 36 units DENIED 6/17/09 _ New Apartment Building (Type I ) 24 units DENIED 6/17/09 Clubhouse -DENIED 7/13/09 Cellp_hone Repair Center - _Review 05/1-3/10 AF 1st Wall Sign DENIED 5/14110 - P/F Small Scale Central Sweeping SS-2009-004 Site Plan 02/08/10 AF 3rd Staff Comments sent out 6/18/10 Special City of Hope Church (33 Silver Star Rd)- 02-10-SE-017 Exception - 07/20/10 -AF - 1st 'Staff Comments sent out on-8/04/10- - City Place at Maguire (fka Professional Parkway !Rezoning to T Town Center) RZ-08-03-03 PUD _ 12/18/08 AF 3rd Staff comments sent out on 2/5/09 - Small Scale Site Classic Smiles SS-2010-003 Plan 06/01/10 BH 1st Staff comments sent out 6/22/10 - Commercial New Building & Interior Build Out DENIED Classic Smiles Review 07/08/10 BH 1st 7/11/10 - Annexation with initial Zoning & AX-07-10-24 Small Scale RZ-10-07-07 Comp plan Crawford (2100 West Road) 'CPA-2010-002 'Amendment 07/15/10 MR 1st Staff Comments due 7/26/10 P/F Small Scale Crystal Investment Business Plaza SS-2008-004 Site Plan 09/17/09 BH 3rd Comments sent out 10/26/09 Current Project Status2.xls/Review 8/5/2010 1 of 5 PROJECT STATUS UPDATE Current Projects TYPE OF PROJECT NO. DATE REVIEW SUB - MITfAL STATUS SUBMITTAL RECEIVED ER NUMBER I Commercial Diplomat Tower Review 12/14/09 AF_ 2nd New 3 Story Office Building DENIED 12/16/09_ Commercial Discount Pharmacy (Maguire Crossing) Review 07/22/10 BH 1st Wall Sign Preliminary Eagle Creek of Ocoee LS-2009-002 'Subdivision Plan 02/01/10 BH 2nd Staff comments sent out 3/18/10 Annex, Rez & Waiting on JPA Amendment to process to City East Crown Industrial - AX-07-07-10 CPA 02/25/08 MR 2nd Commission Commercial - Five Star Realty (Meadow Ridge Commercial) Review 07/12/10 AF 1 st Interior Alteration APPROVED 7/12/10 Commercial Florida Furniture Center Review 06/16/10 AF 1st W II S' APPROVED 6/21/1 Forestbrooke Subdivision Phase III Foundation of Lights Foundation of Lights (Deo Sharma) - Foundation of Lights F/X Warehouse Complex Glad Tidings Church Addition HighPoint Church Hudson's -Furniture Le Pup Marshall Farms Business Center - _ a ign 0 Lot Grading T _ LS-2001-001 Revision 07/01/10 BH 2nd Staff Comments due 8/06/10 01-10SE-016 06/29/10 BH 2nd Staff Comments sent out 7/26/10 Commercial - Review 07/01/10 BH 1st Bathroom Remodel DENIED 7/6/10 Commercial - Review 08/02/10 BH 1st Basketball Court Preliminary/Final _ On hold pending receipt of the Joinder & LS-2007-023 Site Plan 05/11/09 BH 4th Consent Forms S-2007-018 P/F Site Plan 03/25/10 A_ F 5th Staff Comments sent 5/3/10 Commercial _ Review _ 06/02/10 MR 1 st Interior Buildout APPROVED 6/2/10 Commercial _ Review 06/01/10 AF 1st Monument Sign DENIED 6/01/10 'Commercial — - Review 06/10/10 BH 1 st Wall sign APPROVED 6/11 /10 LS-2009-003 Final Site Plan 12/ 00/09 ~ AF 2nd Staff Comments sent out 1 /11 /10 Commercial Refresh landscaping - new plants, etc McDonalds @ 11131 W. Colonial Drive Review 06/29/10 1 AF 1st APPROVED 7/01/10 Current Project Status2.xls/Review 8/5/2010 2 of 5 Current Projects McDonalds @ 11131 W. Colonial Drive Miracle Mile Raceway (Towne Square Shopping Center) Ocoee Discount Pharmacy (Ocoee Commons) Ocoee Town Center - RAM Park Square Pinch a Penny (Good Homes Plaza) Quality Car Care 751 Roper Pkwy Ram's Auto Center, 150 HM Bowness Rd Regions Bank (Maguire Groves) — RLF Realty International (Maguire Shoppes) Roberson Road AX & RZ - - - RT - Ocoee, LLC Select Physical Therapy Shoppes at the Village PROJECT STATUS UPDATE TYPE OF PROJECT NO. DATE REVIEW SUB- MrffAL STATUS SUBMITTAL RECEIVED ER NUMBER Commercial Review 08/02/10 AF 1st ADA Restroom Remodel Commercial Review 07/06/10 AF 1 st 'Wall Sign APPROVED 7/7/10 ---- Commercial Review 06/03/10 BH 1st Interior Alteration APPROVED 6/08/10 Preliminary Staff Comments discussed during a meeting LS-2010-004__ Subdivision Plan 07/08/10 AF 1 st on 7/20/10 _ AX-04-10-20 _ Annexation & RZ-10-04-03 Rezoning 05/19/10 AF 2nd Staff Comments sent out 6/8/10 Commercial Replace Roof Top A/C Unit APPROVED Review 07/27/10 BH — 1s-t- 7/30/10 - -- - — -- Commercial Review 05/24/10 AF 1 st LDC conformance & Zoning Approval ,Commercial _ LDC conformance & Zoning Approval 05/19/10 AF 1 st APPROVED 5119/10 _Review Commercial Review 03/03/10 AF 1 st i Wire & Install Outside Lighting DENIED 3/4/10 (Commercial Review 07_/07/10 AF 1 st Sign APPROVED 7/7/10 Annexation with AX-05-010-21 Initial Zoning of RZ-10-05-04 PUD _ 05/24/10 AF 1 1 st Staff -comments sent out 6/17/10 RZ-09-11-08 - Rezoning & P/F SS-2009-005 Site Plan 06/09/10 BH 3rd 'Staff comments sent out 6/30/10 - Commercial Review 07/07/10 BH 1st Relocate Sign APPROVED 7/08/10 Small Scale Site SS-2008-005 Plan 04/26/10 AF 3rd Staff Comments sent out 5/24/10 Current Project Status2.xls/Review 8/5/2010 3 of 5 PROJECT STATUS UPDATE Current Projects PROJECT NO. TYPE OF DATE REVIEW SUB - MITTAL STATUS SUBMITTAL RECEIVED ER NUMBER Commercial Silver Ridge Crossing - - Review 01/20/09 AF 1st DENIED 2/6/09 VI Levels Mixed Martial Arts (Town Square Commercial Shoppng Ctr) - _Review 08/04/10 AF 1st _ 'Wall Sign Commercial Shed/Resurface Basketball Court & Walkways Starke Lake Baptist Church- — Review 07/27/10 BH 1 st DENIED 7/27/10 Commercial Shed/Resurface Basketball Court & Walkways Starke Lake Baptist Church - Review 07/28/10 BH 2nd APPROVED 7/29/10 Large Scale - - - Preliminary/Final Staff Comments sent out on 7/13/10. Stor Kwik LS-2010-001- Site Plan 06/28/10 BH 3rd Scheduled for August 10th P & Z Meeting Commercial Thrift Mart (Westgate Resorts)- Review 06/29/10 BH 1st Wall Sign APPROVED 7/01/10 Small Scale Site Staff Comments resolved and APPROVED on Transaction Data Systems S_ S-2010-004 Plan 07/13/10 AF 2nd 7/29/10 Commercial _ Transaction Data Systems_(Ocoee Commons) _ Review 07/2_2/10 AF 1st New Building APPROVED 8/04/10 Commercial Curb Around Wash Basin, Metal Building UPS - Review 05/20/10 BH 3rd Cover, Install Lighting APPROVED 5/18/10 Rezoning to PUD/LUP and RZ-10-07-06 Preliminary Villages of Wesmere LS-2010-005 Subdivision Plan 07/12/10 BH 1 st Staff comments sent out on 8/03/10 Annexation, Rezoning, & AX-05-08-25 Large Scale RZ-08-09-06 Preliminary ON HOLD - Development Agreement under West Colonial Parcel-(Walia) LS-07-021 Subdivision Plan 10/23/08 BH 6_th discussion Commercial West Oaks Mall Review 0_8/02/10 AF 1 st Replace 2 A/C Units - Roof Top West Orange Commercial Center (2705 Rew Commercial - Circle) Review 01/04/10 AF 1st 'Antennas on Existing Tower DENIED 1/20/10 Current Project Status2.xls/Review 8/5/2010 4 of 5 PROJECT STATUS UPDATE Current Projects TYPE OF PROJECT NO. DATE REVIEW SUB - MITTAL STATUS SUBMITTAL RECEIVED ER NUMBER Whitaker Towing _ SS-2010-001 SSSP 06/18/10 AF 2nd Staff Comments sent out on 7/08/10 ,Commercial Winn Dixie (Lake Olympia) Review 07/20/10 AF 1 St Roof APPROVED 7/21/10 Commercial Yordan Cafe Review 06/28/10 AF 1st Wall Sign APPROVED 6/29/10 Current Project Status2.xls/Review 8/5/2010 5 of 5 Sun Tue Wed Thu 1 IF 3 4 General Emp. 5 6 City Pension Board HRDB Commission 10 a. in. 7:00 p.m. Mahal 7:15 p.m. Police/Fire c Comm. Chambers n Comm. Chambers Pension Board I P.M. Both P Comm. Chambers 8 9 10 Planning & 11 city 12 13 Zoning Commission Commission Budget Community Grant 7:00 p.m. Workshop Review Board C, Comm. Chambers 6:00 p.m. 7:00 p.m. Comm. Chambers (r Comm. Chambers 8/17Agenda Items 8/17 Staff Reports 8/17 Agenda Due to City Clerk Due to City Published Manager 15 16 17 18 19 20 City Police Infraction Commission Hearing Board 7:15 p.m. 7:00 p.m. (c Comm. Chambers ✓ Comm. Chambers 22 23 24 25 26 27 First Day of Code Enforcement School (OCPS) 7:00 p.m. c Comm. Chambers 29 30 31 City Commission Budget Workshop 6:00 p.m. rr Comm. Chambers Fri 7 14 21 Sat 11