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Home My WebLink AboutVI (A & A1) Second Reading of Ordinance No. 2002-05 Nonsubstantial Amendment to the Land Use Plan for Olympia PUD; Amendment to Final Subdivision Plan for Olympia PUD Agenda 3-05-2002 Item VIA & AI "CENTER OF GOOD LIVING-PRIDE OF WF_ti'IORINGE' MM DR•COMM[SSIOMR Ocoee S.SCOTT VANDERGRIFT o` __ �[•" CITY OF OCOEE COMMISSIONERS ?, 41 [•'� DANNY HOWELL !al 150 N.LnReSuoRE DRIVE SCOTT ANDERSON OCOEE,FLORIDA 34761-2258 RUSTY IOFIN50N �2V (407)905-3100 NANCY J. PARKER F�fet rj000`` CITY MANAGER JIM GLEASON STAFF REPORT DATE: February 12, 2002 TO: The Honorable Mayor and City Commissioners FROM: Robert Lewis, AICP, Principal Planner THROUGH: Russ Wagner, AICP, Director of Planning SUBJECT: Olympia PUD (Project# LS98-007A) Nonsubstantial Amendment to the Land Use Plan and the Final Subdivision Plan Ordinance# 2002-05 ISSUE: Should the Mayor and City Commissioners adopt Ordinance #2002-05, approving the proposed amendment to the Land Use Plan and the Final Subdivision Plan for Olympia PUD? The Code requires that an amendment to an approved PUD Land Use Plan be done by Ordinance. BACKGROUND: The Olympia PUD is a 37.8 acre multi-use development which was approved in 1999. The subdivision included six commercial lots, a public library and an elementary school. The project is located at the southeast corner of Silver Star Road and Clarke Road. Two of the commercial lots as well as the library and the elementary school have been developed. Two additional commercial site plans are currently under review for lots in this subdivision. DISCUSSION: The proposed amendment to the Land Use Plan and the Final Subdivision Plan for Olympia PUD will re-subdivide two of the commercial lots facing Clarke Road into three commercial lots. Each of the new lots will still be one acre or more in size— the minimum commercial lot size required by the Code. A traffic analysis was done by the developer to evaluate the impact of the additional lot on the transportation concurrency reservation obtained with the approval of the original subdivision. The City's traffic consultant (Renaissance Planning Group) has reviewed the traffic study and confirmed that the proposed development changes will not negatively impact the projects approved transportation concurrency reservation. A new plat reflecting the re-subdivision of these two lots into three lots will be presented o the City Commission on the same agenda as the second reading of the Ordin ce, c rrently scheduled for March 5, 2002. Powt P-okct Ocoez';Haler Rz;zt r:es February 12, 2002 Honorable Mayor and City Commissioners Page 2 The proposed amendment to the Land Use Plan and the Final Subdivision Plan for the Olympia PUD was reviewed by the Development Review Committee (DRC) on February 8, 2002. The Committee voted unanimously to determine that the proposed amendment is a nonsubstantial amendment to the PUD Land Use Plan. If it had been determined to be a substantial amendment, then public hearings would have been required. The Committee also voted unanimously to recommend approval of the proposed amendment, subject to resolving one minor issue from the Utilities / Engineering Department. That minor issue from the DRC has now been satisfactorily addressed on the current set of Plans. STAFF RECOMMENDATION: Based on the finding of the DRC that this constitutes a nonsubstantial amendment to the PUD Land Use Plan and the recommendation of the DRC for approval, Staff respectfully recommends that the Mayor and City Commission adopt Ordinance # 2002-05, approving the proposed amendment to the Land Use Plan and the Final Subdivision Plan for Olympia PUD, as date stamped received by the City on February 12, 2002. Attachments: Ordinance#2002-05 Amended Olympia PUD Land Use Plan,date stamped received February 12,2002 Amended Olympia PUD Final Subdivision Plan,date stamped received February 12,2002 0:\CALEXAN DER\ALL_DATA\CAPDFI LE\Staff Repods\SR2002\SR02002 CC.doc ORDINANCE NO. 2002-05 AN ORDINANCE OF THE CITY OF OCOEE, FLORIDA APPROVING A NONSUBSTANTIAL AMENDMENT TO THE LAND USE PLAN FOR THE OLYMPIA PUD ON CERTAIN REAL PROPERTY LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION OF SILVER STAR ROAD AND CLARICE ROAD AS PETITIONED BY THE PROPERTY OWNER; AMENDING THE OLYMPIA PUD LAND USE PLAN TO INCREASE THE NUMBER OF APPROVED LOTS; PROVIDING AN EFFECTIVE DATE. WHEREAS, the owner of certain real property located within the corporate limits of the City of Ocoee, Florida, as described in the Exhibit "A" has petitioned the City Commission of the City of Ocoee, Florida (the "Ocoee City Commission") to approve an amendment (the "Amendment") to the Olympia PUD Land Use Plan, as approved by the Ocoee City Commission on April 6, 1999 (the "Land Use Plan"); WHEREAS, the Amendment was scheduled for study and recommendation and was reviewed by the Development Review Committee("DRC") on February 8, 2002; WHEREAS, the DRC found that the Amendment constitutes a nonsubstantial amendment to the Land Use Plan and approved said Amendment; WHEREAS, the Ocoee City Commission held a de novo public hearing with public notice thereof with respect to the proposed Amendment and this Ordinance on March 5, 2002; WHEREAS, the Ocoee City Commission considered this Ordinance in accordance with the procedures set forth in Section 166.041(3), Florida Statutes, and determined that this Ordinance is consistent with the Ocoee Comprehensive Plan. -1- 00623asea2 NOW, THEREFORE, BE IT ENACTED BY THE CITY COMMISSION OF THE CITY OF OCOEE, FLORIDA, AS FOLLOWS: SECTION 1. Authority. The City Commission of the City of Ocoee has the authority to adopt this Ordinance pursuant to Article VIII of the Constitution of the State of Florida and Chapter 166, Florida Statutes. SECTION 2. Amendment to the Land Use Plan. The Land Use Plan is hereby amended to decrease the size of commercial Lot 2 from 2.00 acres to 1.40 acres and subdivide Lot 1 into two lots (Lot 1A and 1B). The Amended Land Use Plan, which is attached hereto as Exhibit "B" and by this reference incorporated herein, is hereby approved, subject to the Conditions of Approval set forth in Section 3 below. Said Amended Land Use Plan supercedes and replaces the previously approved land use plan for the Olympia PUD. All references to the Land Use Plan or the Amended Land Use Plan for the Olympia PUD shall hereafter refer to the aforementioned Amended Land Use Plan. SECTION 3. Conditions of Approval. The property described in Exhibit "A" hereto shall be developed in accordance with and subject to the Conditions of Approval set forth in the Amended Land Use Plan. Notwithstanding anything herein to the contrary, in the event of any conflict between the Amended Land Use Plan referenced in Section 2 above and the Conditions of Approval, the Conditions of Approval shall control. SECTION 4. Ocoee Comprehensive Plan. The Ocoee City Commission hereby finds that this Ordinance is consistent with the Ocoee Comprehensive Plan. SECTION 5. Effective Date. This Ordinance shall become effective immediately upon passage and adoption. 006 238980.2 2- PASSED AND ADOPTED this day of ,200_. APPROVED: ATTEST: CITY OF OCOEE, FLORIDA • Jean Grafton, City Clerk S. Scott Vandergrift,Mayor (SEAL) ADVERTISED_02/21 ,2002 READ FIRST TIME 02/19 , 2002 READ SECOND TIME AND ADOPTED ,200 UNDER AGENDA ITEM NO. FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, FLORIDA APPROVED AS TO FORM AND LEGALITY this day of ,200_. FOLEY & LARDNER By: City Attorney 3- 006.230980 2 EXHIBIT "A" Legal Description A tract of land being in the Northwest quarter of the Southeast quarter of Section 16, Township 22 South, Range 28 East, less that portion of the Right-of-Way of Clarke Road described in Official Records Book 4331, Page 1923, of the Public Records of Orange County, Florida and less that part of Silver Star Road deeded in Deed Book 400, Page 252 and taken in Minute Book 17, Page 502 of said Public Records, being more particularly described as follows: Commence at the Southeast corner of the aforesaid parcel described in Official Records Book 4331, Page 1923, for a Point of Beginning, said point also lying on the Easterly Right-of-Way line of aforesaid Clarke Road; thence run along said Easterly Right-of-Way line the following courses: North 00°10'51" East, 257.52 feet; South 89°49'09" East, 15.00 feet; North 00°10'51" East 20.00 feet; North 89°49'09" West, 15.00 feet; North 00°10'51" East, 644.00 feet; North 02°05'25" East 180.10 feet; North 00°10'51" East, 145.61 feet; North 44°54'59" East, 63.93 feet to a point lying on the South Right-of-Way line of Silver Star Road; thence, departing said Easterly Right-of-Way line of Clarke Road, run North 89°39'07" East, along said South Right-of-Way line of Silver Star Road, 1223.99 feet to the East line of the Northwest quarter of the Southeast quarter, 1292.73 feet to the South line of said Northwest quarter of the Southeast quarter; thence run South 89°40'55" West, along said South line of the Northwest quarter of the Southeast quarter, 1277.44 feet to the Point of Beginning. The above described tract of land lies in Orange County, Florida and contains 37.794 acres, more or less. -4- 006.238980 2 EXHIBIT "B" [Insert Amended Land Use Plan] -5- 006.238980.2 LEGAL DESCRIPTION LEGAL DESCRIPTION: A .tract of .land being the Northwest quarter of the Southeast quorter.of Section 16, Township 22 South. Range 28 East, less shot portion of the Right—oi—Way less Rood described In Qfticloi Records Book 4331, Pope 1923 of the Public Records of Orange County; Florida and less that port of Silver Star Rood deeded in Deed Book 400, Page 252 and taken In Minute Book 17, Page 502 of sold Public Records, being more particularly described as follows: Commence at the Southeast corner of the aforesaid parcel described In Official Records Book 4331, Page 1923 for a Point of Beginning, said point also lying on the Easterly Right —of . W line of aforesaid Clark Road; thence run along said Eastery Rigght—of—Way line the following coursed North 00010'51" East, 257.52 feet; South 89049'09" East; 15.00 feet; North 00ot051" East, 20.00 feat; North 89e4909" West, 15.00 feet; .North.00o10'51" East, 644.OD feet; North 0245'25" East, 180.10 feet; North 00o10'51" East, 145.61 feet; North 44o54'59' East, 63.93 feet to a point lying on the South Right —of —Way line of Silver_ Star. Road; thence, departing said. Easterly Right —of —Way line of Clarke Road, 'run North 8949 07" East, along sold South Rlglit-of=Way line. of Silver Stor Roadi 1223;99 feet to the East line of the aforesaid Northwest quarter of the Southeast quarter; thence run South OOe0418" West, along sold East line of the Northwest quarter of the Southeo'st.quarter, 1292,73 feet .to the South One of sold Northwest quarter of the Southeast quarter; thence run South 89ikWW West, along cold South One of the Northwest quarter of the Southeast quarter, 1277.44 feet to !the Point of Beginning. The obove described treat of land Iles In Orange County, Florida and contains 37.794 acres, more or tees. CONTACT INFORMATION PROPERTY OWNER: WILLIAM TOLOUMIS OLYMPIA DEVELOPMENT GROUP, INC. 1060 KEENE ROAD DUNEDIN, FL. 34698 DEVELOPER: WILLIAM TOLOUMIS OLYMPIA DEVELOPMENT GROUP, INC. 1060 KEENE ROAD DUNEDIN, FL. 34698 ENGINEER: PBS&J 5300 WEST CYPRESS STREET SUITE 300 TAMPA, FL 33607 SURVEYOR: SOUTHEASTERN SURVEYING GARY KRICK, PLS 925 S. SEMORAN BLVD. SUITE 112 WINTER PARK, FL. 32792 LANDSCAPE ARCHITECT: E to N PBS&J °0 5300 WEST CYPRESS ST SUITE 300 O TAMPA, FL. 33607 (813) 877-7275 .o ti rn 3 v i Q 0 a 0 W V7 z 0 0 M i N FLOOD ZONE INFORMATION THE PROPOSED SITE 1S. LOCATED WITHIN SPECIAL FLOOD HAZARD ZONE C. di REFER TO FIRM COMMUNITY PANEL NUMBER 120179-0175C, DATED JUNE 15, 1984. E Z 0 0 M I M .0 E z in 7�- 1 ( ` f.t �•L,,wcKsoe ! I NASS UI f.'•Ml1DtS[!fl HAMILTON fr- SAY j suwANNEE�; I BAKER �.— uspmr WAKWAGULF t 1 t—•—:ram L 1 / FRMetlltl I�PAYETTE f�'+-Op� CLAY g ' LCNOWE lasb AIACIAIA rlrrww y COAS i PINE .� gEpBl]ARD LEVY j ruRlaN _I • f'J j—VOLusu - -i- -L AKE cilmn \ 1 _ -.a) C SPRING PROJECT -�--� ! I ORAPM 8Q"'"-��• LAKE VICINITY FAQ --- j---- - LAKE _._ _ �L JOHIO L.r OSCEOLA - P0431AS I PO1C ! 438 SILVER STAR ROAD RIVER �-ItCiAN LAKE ✓ I HAROE> I j ¢ FLORENCE ratRllAfas j AKE C3 tA>:AsoTwi DE80TO I f) MARTIN LYMPI •--L------1--._. % _: � SIT E aNAfaLaTre ...... F. wx:" ORLANDO AVENUE O WHITE ROAD � j— I Lj r DEEP f —,—'—'— LAKE 0 cauER j BROWARa = Fi t, •NONRM I oAaE . 7 50 W. COLONIAL DRIVE :{• LOCATION MAP N.T.S. VICINITY MAP NORTH LOCATION MAP CIVIL LEGEND EXIST. GRADE ELEVATION X EXIST. CONTOUR. _ �'""`fo•oo_.___ _ NEW GRADE ELEVATION XX.XX NEW CONTOUR EXIST, STORM SEWER --- sT sT NEW STORM SEWER ST ST EXIST. SANITARY S�,tNER ----__.__ v. sS____ NEW SANITARY SEWERS EXISTING DOMESTIC WATER LINE -----�' ----- _. NEW DOMESTIC WATER LINE --- ------' NEW FIRE LINE FL"" NEW FORCEMAIN ---fii- fa---�"- NEW REUSEMAIN --- EROSION CONTROL CONTROL ----E�^---------�� NEW INLET L NEW MANHOLE NEW CLEANOUT 0 NEW 1: 1 /2" ASPHALT / f!� ., NEW 2" ASPHALT NEW CONCRETE ..ice;, •�'�f'�..nZ�:i'(`S.S'i J{'�•f_'�v7'..!'••CFSit. NEW PAVEMENT WITH IN FDOT R/W -ll I SOIL TYPE 4 SOILS PROJECT INFORMATION 1. ALL STRUCTURES, PIPE AND OTHER CONSTRUCTION IN THE FDOT RIGHT OF WAY SHALL BE PERFORMED IN ACCORDANCE TO THE APPLICABLE FDOT ROADWAY DESIGN STANDARDS AND SPECIFICATIONS. 2. INDIVIDUAL LOT DEVELOPMENT MUST BE APPROVED BY THE SJRWMD PER CONDITION OF ISSUANCE NO. 26, PERMIT NO. 40-095-0886-ERP. HOWEVER, LOT 4 HAS BEEN APPROVED FOR DEVELOPMENT AND LOT 8 IS N0T,4K U PART OF THE SJRWMD, APPROVAL. 3, THIS PLAN SET CONSTITUTES AN AMENDMENT TO THE OLYMPIA PUD FIN SUBDIVSION PLAN APPROVED BY THE OCOEE CITY COMMISSION ON AUGUST 3, 1999 UNDER AGENDA ITEM VILD. ALL NOTES AND OBLIGATIONS UNDER THAT FINAL SUBDIVISION PLAN SHALL REMAIN IN FULL FORCE AND EFFECT EXCEPT AS MODIFIED BY THIS AMENDMENT. A C-1 CIVIL SITE INFORMATION C-2 CIVIL GENERAL NOTES C-3 DEMOLITION/SURVEY PLAN C-4 OVERALL SITE PLAN C-5 ' NWC CIVIL SITE PLAN C-6 NEC CIVIL SITE PLAN C-7 SWC CIVIL SITE PLAN C-8 NWC GRADING AND DRAINAGE SITE PLAN C-9 NEC GRADING AND DRAINAGE SITE PLAN C-10 SEC GRADING AND DRAINAGE SITE PLAN C-11 OVERALL UTILITIES SITE PLAN C-12 OFF —SITE SILVER STAR ROAD IMPROVEMENTS C-12A MAINTENANCE OF TRAFFIC PLAN C-13 STORM WATER DETAILS C-14 STORM WATER DETAILS C-15 WATER DETAILS C-16 SANITARY SEWER DETAILS C-17 PUMP STATION DETAILS C-18 MISCELLANEOUS DETAILS L-1 LANDSCAPE PLAN L-2 LANDSCAPE DETAILS SL-1 SUBDIVISION LIGHTING PI AN W OLYMPIA DEVELOPMENT. GROUP, INC. 1080 KEENS ROAD DUNEDIN: FLORIDA 34698 TELEPHONE (727) 736-8E22 FAX (727) 733-0224 TOULOUMIS, TOULOUMIS & ASSOCIATES ARCHITECTS ENGINEERS CONSTRUCTION CONSULTANT 1060 KEENE ROAD, DUNEDIN, FLORIOA 34696 7`ELEPH0NE:(727)736-6622 FAX:(727)733-0224 5300 WEST CYPRESS STREET SUITE 300 TAMPA, FLORIDA 33607 Ph. (813) 282-7275 POSE. BUCKLEY, SCfiUH & JERNICAN, INC. PROJECT TYPE DRAWINGS/SPEGIFICATIQNS,��SY: WALGREENS' CONSULTANT LANDLORD'S'. CONSULTANT. L CONSTRUCTIOht� 1(IrQRK,UNLESS NOTED OTHERWISE,B WALGREENS' CONTRACTOR LANDLORD'S CONTRACTOR (TURNKEY STORE BUILDING NEW........... ® NEW............ REMODELING.... ❑ EXISTING....... ❑ RELOCATION.... ❑ NEW SHELL ONLY. ❑ OTHERS ..,.,.., ❑ AGENCY FEB 1 1 2002 SUBMITTAL D AL Y: D ■ CONSTRUCTION) FOR BIDDING ONLY ISSUED FOR 8 1 1/30/02 MDC IPER CITY COMMENTS 7 1/1/00 MDC PER CITY COMMENTS 6 10/28/99 KEZ PER CLIENT COMMENTS 5 7/20/99 MDC PER CITY COMMENTS 4 1 7/12/99 MDC PER FDOT COMMENTS 3 5/5/99 1 MDC PER CITY COMMENTS 2 3/24/99 MDC STRWMD COMMENTS 1 3/23/99 MDC FDOT COMMENTS NO. DATE BY DESCRIPTION CONST. REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFI— CATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. MATTHEW D. CAMPO FEB 112002 FL P.E. #53288 PROJECT DAME )LYMPIA PUD FINAL SUBDIVISION PLAN SEC OF SILVER STAR RD ? CLARKE ROAD OCOEE, FLORIDA DRAWING TITLE CIVIL SITE INFORMATION DATE MARCH 99' STORE NO. DRAWING NO. DRAWN JLB SCALE: N.T.S. BY: RELEASED TO REVIEWED MDC CONSTRUCTION BY: OF 019 - DWGS. rranrlo 2_(15 Item VI A 1 ■l FINAL SUBDIVISION PLAN NOTES 1. THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS AND NS OF FLORIDA STATUTES CHAPTER 163 CONCERNING MORATORIA ON T AUTHORITY TOCIRCMSTANES. THE CITY HAS NO LAF OF RESTRICTIONS UL BUILDING PERMITS UNDER E CERTAIN U FROMCT E APPLICATION OF SUCHW WSTATE LEGISLATION AND EXEMPT ANY PRIVATE ENTITY, NOTHING HEREIN SHOULD BE CONSIDERED AS SUCH AN EXEMPTION. 2. ALL LOTS WITH US ES OTHER THAN PUBLIC USES WILL BE SUBJECT TO FINAL CONCURRENCY OR REVIEW. LOTS WITH PUBLIC USES WILL BE CONSIDERED IN ANY EVALUATION OF THE ADEQUACY AVAILABILITY OF PUBLIC FACILITIES, INFRASTRUCTURE, AND SERVICES NECESSARY TO SERVE THE LOTS WITH PRIVATE USES. TH THE 3. THE DEVELOPER INTENDSINTO THE PROJECT,ERNAL STREETS, WILL BE PRIVATE STREETS EXCEPTION STREETS WH CH WILLOF THE BE OWNEDEXTENSION AND OF LAKE JOHIO ROADTHE MAINTAINED BY THE PROPERTY OWNERS' ASSOCIATION, WITH ACCESS EASEMENT WOOL BE CITY OFONCOEE FOR EMERGENCY AND MAINTENANCE PERSONNEL. THIS EMERGENCY ANY PLATS. THE APPROPRIATE ACCESS AND UTILITY EASEMENTS SHALL ALSO BE GRANTED TO THE CITY OVER ALL PRIVATE ROADWAYS THROUGH ANY PLATS. 4. A PROPERTY OWNERS' ASSOCIATION SHALL BE CREATED FOR OWNERSHIP AND MAINTENANCE OF ALL COMMON AREAS, OPEN SPACE, RETENTION PONDS AND PRIVATE STREETS AND DRAINAGE. 5. ALL PROPERTY OWNERS' ASSOCIATION DOCUMENTS AND DECLARATIONS OF COVENANTS AND RESTRICTIONS SHALL BE PROVIDED TO THE CITY FOR APPROVAL PRIOR TO RECORDING OF THE PLAT. 6. CROSS ACCESS BETWEEN INDIVIDUAL LOTS FOR PEDESTRIAN AND VEHICULAR TRAFFIC WILL BE .PROVIDED THROUGH THE PLAT AND CONSTRUCTED WITH THE INDIVIDUAL LOT SITE PLANS. 7. THE LIFT STATION SITE (TRACT D) SHALL BE CONVEYED TO THE CITY OF FREE OCOEE BY WARRANTY DEED IN A FORM AND DTO OR ATCE THE TIME ACCEPTABLE LOF PLTO THE HIE LEFT STATION ON SHALL OF ALL LIENS AND ENCUMBRANCES BE OWNED AND MAINTAINED BY THE CITY OF OCOEE. 8. ANY DAMAGE CAUSED TO CLARKE ROAD ROAD ASARESULT OL BE F THE PRO NSTRY CTION REPAIRED ACTIVITIES TIT ECITY RELATED TO THE OLYMPIA PUD SUBDIVISION IMPROVEMENTS STANDARDS BY THE OWNER AT THE OWNER'S SOLE COST AND EXPENSE. ANY DAMAGE CAUSED TO SILVER STAR RESULT LIION RED ACTIVITIES FDOT RELATED RELATED TO THE OLYMPIA PUD SUBDIVISIONIMPROVEMENTS SHALL BE PROMPTLY REP STANDARDS BY THE OWNER AT THE OWNERS SOLE COST AND EXPENSE. 9. ALL SIDEWALKS LOCATED ADJACENT W� H THE RETENTION POND TRACTS AND ROADWAYS WILL BE CONSTRUCTED SUBDIVISION IMPROVEMENTS. SIDEWALKS LOCATED ADJACENT TO LOTS WILL BE CONSTRUCTEDANOTHER EACH ALONGINDIVIDUAL NORTHa RN EDGEDEVELOP OF ELOT 35ANDSIDEWALK ALONG THE SOUTHERN EDGE 0 LOT 1, ANOTHER ALONG THE WESTERN EDGE OF LOT 5 WILL BE CONSTRUCTED WHEN EACH OF THOSE LOTS IS DEVELOPED RESPECTIVELY. 10. THE PEDESTRIAN ACCESS SIDEWALK TO THE LIBRARY (LOT 7) SHOWN RUNNING ALONG THE EASTERN EDGE OF RETENTION POND 1 WILL BE CONSTRUCTED BY THE OWNER OF LOT 7 WHEN THAT LOT IS DEVELOPED. 11. IT WILL BE THE RESPOSIBI THEOP OTHE PERTY OWNER Or O HATOW $LT40MPLETEMAKE THE HE OWATERTILINE LOOP. NS TO THEEXISTING :UTILITY STUB OUTS, 12. THE CITY OF OCOEE WILL PROVIDE A REUSE WATER STUB OUT AT THE EASTERN EDGE OF THE . CLARKE ROAD RIGHT-OF-WAY. THE OLYMPIA PUD DEVELOPER WILL BE REQUIRED TO INSTALL CWOTTHELREUSEPIPING STUB OUTTHROUGHOUT ITTHE IS AVAILABLE. FOR IRRIGATION PURPOSES AND TO CONNECT 13. THE NEW PUBLIC ROAD WITHIN TRACT C (EXTENSION OF LAKE JOHIO ROAD) AND ALL THE UTILITY IMPROVEMENTS WITHIN THAT NEW PUBLIC RIGHT-OF-WAY WILL BE CONSTRUCTED BY THE DEVELOPER AT .THE DEVELOPER'S SOLE COST AND EXPENSE IN CONJUNCTION WITH THE SUBDIVISION IMPROVEMENTS. 14. EACH FIRE HYDRANT SHALL BE OSHA YELLOW IN COLOR AND A BLUE REFLECTIVE MARKER SHALL BE AFFIXED TO THE STREET IN THE CENTER OF THE LANE CLOSEST TO EACH HYDRANT. 15. ALL DRAINAGE, UTILITY AND MAINTENAND URENED BY SUCH CE EASEMENTS SHALL BE FOR THE BENEFIT OF THE PROPERTY OWNERS' ASSOCIATION,.TDRAINAGE ANDHE LANDUTILIIY EASEMENTSSSHALLSBEHDEDI ALLCAT DW OD BE THE INDIVIDUAL LOT OWNERS. E L L USE OF THE PUTo BLIC AT THE TIME OF PLATTING. CCESS :::ND OAD FOTS R LOTS 1A,16,L3 AND 4 AND D TOATHESCCECITYI OHF OCOEEAR ROA6 AND TRACT B STS TO HALL BE DEDICAIME OF 17. AT ALL CORNERS AND WHERE OTH N IWHEELCHAIRS SSIDEWALKS AND OTHERS WHOLBE ACCESS ARE PHYSICALLYMPS CONSTRUCTED TO ACCOMMODATE THOSE CHALLENGED. 18. ALL LANDSCAPE BUFFERS., ENTRY AND CORNER LANDSCAPE IMPROVEMENTS, ALL BE COMPLDETED SIDEWALKS STO WHICH ARE TO BE CONSTRUCTED WITH THE SUBDIVISION IMPROVEMENTS ISSUANCE OF THE CERTIFICATE OF COMPLETION FOR THE SUBDIVISION. 19. BOTH RETENTION POND 1 AND RETENTION POND 2 SHALL BE DESIGNED TO BE UNFENCED RETENTION PONDS PER CITY STANDARDS. THE 20. ANY LANDSCAPING TO BE INSTALLEDEWOLY�MPIA PUD NPROPERTY DSCAPE EOWNE S' DIAN IN THE ASSOCIATION. OF LAKE JOHIO ROAD WILL BE MAINTAINED BY TH CO WHEN THE DEMOLITION WORK ISMEDIAN TO SALVAGE AND RELOCATE I HE EXISTING WILL COORDINATE .WITH THE CITY PUBLIC WORKS DEPARTMENT TREES WHICH ARE CURRENTLY LOCATED IN THAT MEDIAN. 22. NO PERSON SHALL UND PERM T FROM THERING OR THE REMOVAL BUILDING DEPARTMENT. OFANY N EMOVPROTECTED OF PROTECTED WITHOUT FIRST OBTAINING ABE TREES SHALL BE MINIMIZED TO THE MAXIMUM EXTENT POSSIBLE A ADKE REASONABLE ETMEASURES 0 GRANTED TO REMOVE A TREE IF THE DEVELOPER HAS FAILED PRESERVE SPECIMEN AND HISTORIC TREES. THIS FINAL SUBDIVISION PLAN IS SUBJECT TO THE TERMS AND CONDITIONS OF THIN O.R. LLOWING BOOK 23. a) ANNEXATION AND DEVELOPMENT AGREEMENT DATED APRIL 6, 1999 AS RECORDED "DEVELOPMENT AGREEMENT"); AND 5727, PAGE 3743, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA ( b) OLYMPIA PUD LAND USE PLAN/PRELIMINARY SUBDIVISION PLAN APPROVED BY THE OCOEE CITY COMMISSION ON APRIL 6; 1999. 24. THE DEVELOPER SHALL DEDICATE TO AND THECONTIGUOUSCITY OF OC 00 THE AN WESTDEIRN BOUNDARY OET F THE RIGHT-OF-WAY ALONG, CLARKE ROAD PROPERTY; THIS RIGHTHEFDEVELOPMENTDEDICATION AGREEWILL MENT. 8 THE OWNER .DEED OF THERECORDED AO ADJACENT LOTACCORDANCE SHALL WITH THE TERMS OF MAINTAIN THE. RIGHT-OF-WAY PRIOR TO MPENSATON FOR OOREON ACCOUNTOF THE TITY LCONVEYANCE.L BE TO ANY IMPACT FEE CREDITS OR OTHER CO .0 FEET 25. THE DEVELOPER SHALL DEDICATERTTODTHE CITY 0 CON IG OUSE TO THED NORTHERNSBOUNDARYFOF THE RIGHT-OF-WAY ALONG SILVER STAR i PROPERTY. THIS RIGHT-OF-WAY DEDICATION WILL BE BY -DEED TO BE RECORDED IN ACCORDANCE HALL WITH THE TERMS OF THE DEVELOPMENT AGREE PMENT.HNO PERSONE OWNER FOR ENTITY THE CSHALL BEENT LOT ENTITLEDTO MAINTAIN THE RIGHT-OF-WAY PRIOR. TO DEVELOPMENT. ANY IMPACT FEE CREDITS OR OTHER COMPENSATION FOR OR ON ACCOUNT OF THE CONVEYANCE. GENERAL CONSTRUCTION NOTES 1. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM (1929). 2. LOCATIONS., ELEVATIONS, AND DIMENSIONS BESTISNFORMATION ATING VAILABLEUAT TRES�HENDTIME OF OTHER FEATURES ARE SHOWN ACCORDING T PREPARATION OF THESE PLANS. THE OACSTORUCTURESVERIFY AND OTHERL�EAT REST AFFECTINGS, AND DIMENSIONS OF ALL EXISTING UTILITIES, THIS WORK PRIOR TO CONSTRUCTION. PRIOR 3. THE CONTRACTOR SHALL CHECK SHNALLFOR NOTIFYNTHETS AND OWN OWNER'S DISCREPANCIES ENG NEER OF ANY CONFLICT TO CONSTRUCTION. THE CONTRACTOR BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA, 4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN VARIOUS BURIED UTILITIES ORDER SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO T TO STRU PERMIT BYGTHE CALLINGLOCATIONS FLORIDA OF EXISTING SUNSHINE STATED ONE OCAILLL CENTERUTILITIES OF FLORIDA, INC. AT NCE OF CONSTRUCTION, , 1-800- 432-4770. 5. THE EOORBIEFOR REPAIRING DLAGE OEXISTING ABOVRELOWGROUND, THTMAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR. 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. 7. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS AND/OR LATEST EDITION. 8. ALL WOGOVERNMENTDAL AGENCIES PLY HAV HAVING JURISDICTION OREGULATIONS VVER THEAND ORDINANCES OF THE VARIOUSWORK. 9. CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER SHOP DRAWINGS ON ALL PRECAST AY RESULT INACTURED REMOVAL ITEMS. A DREPILURE TO LACEMENT OABTTAIN APPROVAL CONTRACTOR'S E FORE INSTALLATIOXPENSE. IN 10. AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH ALL APPROVED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS RNSPEC ORAPRESENT MAYNY WORK FORMED PRTO BE SUB ECTTO REMOVALANDH E ENGINEER OR ANDREPLACEMENT AT WITHOUT AGENCY THE CONTRACTOR'S EXPENSE, 11. WORK PERFORMED UNDER THIS COBYR OTHER CONTRACTOARS CE AND SMOOUTILITYTHLY WCOMPAN ES. IT WILL ITH OTHER WORK BEING PERFORMED ON SITE BE NECESSARY FOR HTHE CONTRACTOR TOER CONTRACTOR AND COORDINATE AN COMPANIES. HIS ACTIVITIES, WHERE NECESSARY WITH 12. ALL DISTURBED AREAS WITHIN PUBLIC RIGHT-OF-WAY ARE TO BE RESTORED TO ORIGINAL CONDITION OR BETTER. 13. REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS BEFORE COMMENCING CONSTRUCTION WORK UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND N0. EXTRA COMPENSATION IS TO BE ALLOWED. 14 ALL DISTURBED AREAS, WHICH ARE NOT TO SPECIFIED ON THE PLANS TO BE SODDED, ARE TO BE SEEDED AND.MULCHED TO FDOT STANDARDS AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD HAVE BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING AND GRASSING WORK, AND OTHER ISOACOCEP.TED FORQMAINTDENANCEBBYPTHE OREGULATORY AGENCY RMED BY THE OAND ENGINEERUNTILNTRACTOR OF THE S RECORD. 15. CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING. MAPS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES. THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS BY AN ON -SITE EXCAVATORS ARE INSTRUCTED INSPECTION BY THE RESPECTIVE GAS PERSONNEL, THEREFORE, TO TELEPHONE THE RESPECTIVE GAS COMPANY TWO WORKING DAYS BEFORE ENTERING A CONSTRUCTION AREA. . 16, RECORD DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATION ON A MYLAR. SET OF THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION PROGRESS. WITHIN TWO (2) WEEKS FOLLOWING FINAL INSPECTION THE CONTRACTOR SHALL SUBMIT ONE (1) SET OF .MYLAR AS -GUILTS TO THE ENGINEER. THE FINAL RECORD DRAWINGS SHALL COMPLY WITH THE.. FOLLOWING REQUIREMENTS: 1. DRAWINGS TO BE THREE -MIL BLACK LINE MYLAR. 2. DRAWINGS TO BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION. 3. INCLUDING GCHANGES MADE BYSHOW FIEELD ALL ORDERFIELD ORCHANGES CHANGE GDIMENSION AND DETAIL ORDER. 4. DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS BUT CONSTRUCTED IN THE FIELD. ALL EQUIPMENT AND PIPING RELOCATION SHALL BE CLEARLY SHOWN. 5. AS-BUILTS SHALL BE CERTIFIED BY A SURVEYOR LICENSED IN THE STATE OF FLORIDA. UTILITY NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE CITY OF OCOEE UTILITIES DEPARTMENT ORDINANCES AND REGULATIONS. 2. WATER MAIN SHALL BE LAID TO PROVIDE 3.0 FEET OR MORE BELOW PROPOSED GRADE. 3, CONFLICTS BETWEEN WATER AND STORM, SANITARY SEWER AND N NAPPROVAN DERDRAISYSOWNER SE TO BE RESOLVED BY ADJUSTING WATER LINES AS NECESSARY U ENGINEER. 4, FIRE HYDRANTS SHALL BE INSTALLED WITH HOSE NOZZLE FACING STREETS. 5. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE PUBLIC AGENCY(IES) PRIOR TO COMMENCING WORK WITHIN THEIR JURISDICTION(S). 6. THE CONTRACTOR I SHALL MAINTAIN COPIES OF L APPLICABLE PERMITS ON -SITE AND SHALL BE RESPONSIBLE TO ADHERE TO ALL PERMIT CONDITIONS DURING CONSTRUCTION. 7. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTMENTS ATCH OF VALVE FINAL GRADES.X COVERS, MANHOLE RIMS AND COVER, GRATES, ETC., NECESSARY TO 8. ALL PIPE LENGTHS ARE PLUS OR MINUS AND ARE MEASURED FROM CENTER OF FITTINGS. 9. ALL UNDERGROUND UTILITIES WITHIN PAVEMENT MUST BE INSTALLED BEFORE ROADWAY BASE AND SUBSURFACE COURSES ARE CONSTRUCTED. CL EARING AND SITE PREPARATION NOTES 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE, WITH SOILS TESTING REPORT, COPIES OF THE SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. 3. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF - SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. 6. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS AND APPROVALS PRIOR TO REMOVING ANY EXISTING STRUCTURES. 7. IT IS NO OR REMOVE THEIR RESPONSIBILITY A LL UTILITY COMPANIES TO DISCONNECT FACILITIES PRIOR TOREMOVING OR DEMOLISHING ANY EXISTING STRUCTURES FROM THE SITE. 8. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR/SUBCONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S/SUBCONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR/SUBCONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFACE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY COMPANIES AND THE CONTRACTOR/SUBCONTRACTOR SHALL COOPERATE WITH THE UTILITY COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE CAUSED TO THE INCIDENTAL TO THE CONTRACTOR/SUBCONTRACTOR CONTRACT ANDNO EXTRA COMPENSATIOIN WILLOUS BEUTILITIES BE ALLOWED. PAVING AND GRADING NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING SHEETING OR SHORING AS NECESSARY, PER OSHA REQUIREMENTS. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED. 2 THE OCAOLRW AERIS ESPONSIBLE MANA6EMENTODISOTR DISTNG THE RICT OTHERECESSARY REGULA ORYWATERINAGENCYG PERMITS FROM 3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS. 4. IF CURBING IS REQUIRED, IT WILL BE PLACED AT THE EDGE OF ALL PAVEMENT, 5. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES SHOWN TO BE SAVED. CONTRACTOR TO COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY ELEVATION CHANGES. 6 PRIOR TO CONSTRUCTION OF PROPOSED JOINTING PATTERN TO HE OWNER'SCRETE EENGINEER FOR APPROVAL.NT, THE CONTRACTOR IS SUBMIT A 7. CONTRACTOR TO PROVIDE A 1 /2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 8. ALL PAVEMENT MARKINGS SHALL CONFORM TO FDOT STANDARD INDEX NO. 17346, SHEETS 1-7. 9. CONTRACTOR SHALL TRIM, TACK, AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. 10. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS. IN ADDITION, 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, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING NPDES POLLUTION PREVENTION PLAN REQUIREMENTS. 11 IF WIND EROSION BECOMES SHALL STABILIZE HE AFFECTED NA AREA USING DURINGIFICANT SPRINKL NG, IIRRIGATION, OR OTHER CONTRACTOR ACCEPTABLE METHODS. 12. THERE IS TO BE NO DISCHARGE (I.E. PUMPING, SHEET FLOW, SWALE, DITCH, ETC.) INTO EXISTING STORM SEWER DITCHES OR CANALS WITHOUT THE USE OF SETTLING PONDS. IF THE CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING STORM SEWER DITCHES OR CANALS A SETTLING POND PLAN PREPARED BY THE CONTRACTOR MUST BE SUBM7TED PROD TO AND APPROVED BY THE ENGINEER OF RECORD AND LOCAL REGULATORY AGE NCY TO CONSTRUCTION. DRAINAGE SYSTEM CONSTRUCTION NOTES 1. STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS". 2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) WITH RUBBER GASKET JOINTS UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS OTHERWISE NOTED ON PLANS. 3. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES WITH THE EXCEPTION OF MITERED END AND FLARED END SECTIONS WHICH ARE INCLUDED IN LENGTHS. 4. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 5. CONTRACTOR TO SOD THE RETENTION POND AS INDICATED ON PLANS AND CROSS SECTIONS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND. 6. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY. 7. PROTECTION OF EXISTING STORM SEWERS SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY.SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 8. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1996, OR LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO, 9. CLASS "B" TYPE I BEDDING 'SHALL BE USED UNLESS .INDICATED OTHERWISE ON THE DRAWINGS, OR BY THE ENGINEER. 10. ALL CONCRETE PIPE JOINTS WILL BE WRAPPED WITH 4' FILTER FABRIC. TESTING AND INSPECTION REQUIREMENTS 1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A VISUAL REVIEWED BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT, THE STORM SYSTEM WILL BE REVIEWED BY THE OWNER'S ENGINEER PRIOR TO APPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOSES. SAFETY NOTES 1. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. 2. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS SHALL BE FOLLOWED IN THE DESIGN APPLICATION, INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES, AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS. 3. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. 4. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS, THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE ENGINEER WINLN AT ION ONLY INSPECT AND/OR ENFORCE SAFDETY OES NOT IMPLY THAT THE OWNER OR REGULATIONS. PAVING 8c GRADING TESTING AND INSPECTION REQUIREMENTS 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION SPECIFICATIONS. 2. SOILS ENGINEER TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION TESTS AND ASPHALT RESULTS, THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER OF RECORD IN WRITING THAT ALL TESTING REQUIREMENTS REQUIRED BY THE LOCAL REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) FOR THE IMPROVEMENTS AS REQUIRED BY THE CONSTRUCTION DRAWINGS HAVE BEEN SATISFIED. 3. CONTRACTOR TO REVIEW SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT AND COMMENCING CONSTRUCTION. . wOLYMPIA DEVELOPMENT GROUP. INC. 1080 KEENE ROAD DWEDIN, FLORIDA WOO TELEPHONE t727) 738-8822 FAX: t7271733.0224 TOULOUMIS, TOULOUMIS & ASSOCIATES ARCHITECTS ENGINEERS CONSTRUCTION CONSULTANT 1060 KEENE ROAO, OUNEOIN,. FLORIOA S4698 TELEPHONE:C727)756-8622 FAX:(727)7SS-0224 5300 WEST CYPRESS STREET SUITE 300 TAMPA, FLORIDA 33607 Ph: (813) 877-7275 PO51, BUCKIEY, SCHUH & JEIZ 8MN INC. [777 7 PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS' CONSULTANT ■ LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK,UNLESS NOTED OTHERWISE,BY: ❑ WALGREENS' CONTRACTOR LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE I BUILDING NEW..........: ® NEW............ REMODELING.... ❑ EXISTING....... ❑ RELOCATION.... ❑ NEW SHELL ONLY. ❑ OTHERS........ ❑ ISSUED FOR 4 1 /30/02 MDC REV. PER CITY COMMENTS 3 1/9/02 JLB REV. PER CITY COMMENTS 2 8/26/99 KEZ REV. PER FDOT COMMENTS 1 7/20/99 MDC PER CITY OF OCOEE NO. DATE BY DESCRIPTION CONST. REVISIONS CERTIFICATION AND SEAL MATTHEW D. CAMPO I HEREBY CERTIFY THAT FEB 112002 THIS PLAN AND SPECIFI- CATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I FL P.E. #53988 AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND II AND SEAL. PROJECT NAMEV I OLYMPIA PUD FINAL SUBDIVISION*LAN SEC OF SILVER STAR RD 4 CLARKE ROAD OCOEE, FLORIDA DRAWING TITLE ,CIVIL GENERAL NOTES DATE MARCH 99' STORE NO. DRAWING NO. DRAWN AVF/SLV SCALE: N.T.S. 2 BY: C RELEASED TO CONSTRUCTION REVIEWED BMB OF 19 DWGS. BY: _ ZONING = C=2 SILVER STAR ROAD 0 460lJNE__1 W o I 47 NW i/4 OF SE ,/4 OF , \ SILVER_ ARK LIMITS OF CONSTRUCTION TOWNSHIP 22 SOUTH ECTION 1�\\ A REPLAT FOR INITW. PHASE rN LINE OF MW ,l 1 I x Q I SE 7 4 F E T f \\ \ BY OLYMPIA DEVELOPMENT r o s c lav ,e. Jd I I ` ( v RANGE' z6 EAST ` P B 28 PG. 128 TOWNSHIP 22 SOUTH, J r GROUP, INC. RANGE 26 EAST SITE BENC w 7rI TRAFFIC Lllb�jTS--- a1-rS .i------------- __-------- ——«--�.--•---"---«---•---R-._.._._.—_.-.—ter_-,h--"----"--�--•---"-.,__>e-.._-„---x--..,.-_.�-.--._--•_—_^'---•--"...—.-,. ---- t —ELEV. 130,925 I I ASPHALT (21 I'b I _ I i. CO 2,560 T' I ill. Ilwl 1rf�11! 1�11■ 1 II■il Illllii�llw __ L inwi ■ J■11lI — ,-- ! PAVEMENT' yi'c'I \ -- - SKM IT 45 M JI _T_-.11- 4 f I i 1 A \milit Im Of IT.ES i I FT Rw 1dIf Iwrriil . fIwllwi it■II■ 11�11 ■il■11 I ( TRAFFIC LIGHTS 1-- - --- -• ._.. ' - s � _.. a_._ .-..r - .,. - -• - - - - -- �-- -- _ --• - --•• - - - t� -- -- - - - - -.- - - ---- - --_- - -_-• --- - -_]S"� - - - %l CROSSWALK _. ` _ _. _ - _ 1 111111 • • _ - 5T&P - - _ - - = _ - - - - ___ - _ - - -- -- --- -- -- -- -- --- -- - ---- - PROPOSED ROW I rr-T �� ._ -In L-r— -- - -- Iw / ly= 4' .a: >w � �" I L♦� '` a�l" 6: 1 40, a R. fry Ali. A ' I I E LINE OF NW 114 OF 0 — I I Tow'sH 22 OU H.,6. RANGE 26 EAST I T , 1;U, T R T. RE NTI PO #1 it EXISTING ZONING - C-2 I f i i I 6 N +, A -, SHALL STORMWATER CONSTRUCTED IN I I 0 A 29 C. _ I I I, INITIAL CONSTRUCTION PHASE 4 C i I ® I I -, --- --- - ---- -----` _ ----- a_. _ ��° �' 2' - �_ - '- - (/vim _ -8. = ` LL----- -- --T--- — - -- ------------------------------ AREA = 3.2 AC, W i `��.° --4('-CM— ACCESS EASEMENT O ',T BE PROVIDED WHEN LOT 7 LOT �I IS DEVELOPED 1 I I■ I ' I ,0 R R 1 L T I N +°��• !' ''� TRACT ^B^ j I So I B{\ A • 104 (COMMERCIAL TRACT) V I ■ asll I O j lA WORKWMUNOT WITHIN LIMITS CONSTRUCTION SHALL BE # I 8 I t I I, tt u I O CONDUCTED BY THE LIBRARY ( ; ZONING `- C - 2 ® , TE ON N 2 .`\� AND/OR THEIR AGENTS 540.01' i 1 w - Q i 1 Qa R I N------------ m N -' I 1 I h 1 i I ■ 1 { W m I w.I, 1 I _■ I 3 10 g a ' ICO 4 6 I Q I i' 93 I STORMWATER PONDS I 17 SHALL BE CONSTRUCTED IN SOIL CLASSIFICATION ' T D . - INITIAL CONSTRUCTION PHASE - DELINEATION LINES I ---- — --`— I 1 D TIO i { _ IT 11011 if n■ ■n 11 Ian n nwu PROJECT LIMITS 25' LANDSCAPE ( 12 BUFFER I {" SANITARY PUMP STATION INFRASTRUCTURE SHALL BE COMPLETED IN INITIAL CONSTRUCTION I ILIT. B i ■ PHASE ■ WORK ON "SCHOOL SITE" NOT t INCLUDED WITHIN LIMITS OF i CONSTRUCTION, SHALL BE CONDUCTED BY THE SCHOOL ! 13 ■ BOARD AND/OR THEIR AGENTS SO' BUILDING 32 ,_ ' _ _ AREA = 16.76 TOTAL ACRES SETBACK f P.BSILVER BEND PGS. 4 _ SCHOOL SITE y----------- __ . 3D. i I , = 1A LOT I 14 "co;`. i U AR - 1.2 AC. 4 ■ ROAD, SIDEWALK AND I OTHER MISC. SURFACE WORK tl) SHALL BE COMPLETED AS ( d IN THE ADDITIONAL COMMERCIAL i ^ 15 LOTS ARE DEVELOPED. iif f -i = --� - - - - - - - - - ■nwli 1� I , I i 1 E I ROSS ACCESS AND UTILITY EASEMENT 16 , J �. ' is SERVICE ROAD _SHALL BE CONSTRUCTED WITH LOT 1 I .� OR LOT 8. WHICH EVER OCCURS FIRST.4 I a 17 EXISTING EASEMENT BE TERMINATED I ' i I ��, I •_r�.��h=ti:�i��3 _E4_I;in3 _._-..__.__ __.J I 1 .—� i 2 ---�- I- -Our B _—_- __..-__—_ _—__—__—_ --� SE CORNER OF THE NW,/4. � i � I fno4 �8•-------- --------- _—.. _ 1255.43 — � -_--_--------- -- --------�-- - �sEIr4.�secnaN ie.--- ••_— TOWNSHIP 22 SOUTH. RANGE 26 EAST 1 i I { I rail F oa ''N. ��,q TNIS. VIP 1.S tl° sc w RID f1<^ G" nnFn,o THe nDRn, SE1/4 OF SECTNW ION OFT, ')' arad• o.4,ew-„ eaoowo a POINT OF BEGINNING P SOUTH, °Np 4' .o an,. S.E. CORNER OF PARCEL RANGE 26 EAST DESCRIBED IN O;R, 4331, PG, 1923 EXISTING R-1-A 1 ✓� 46 34 I ® NOT PLATTED I 1 a ,r w NOTES: 1.) THE ACCESS ROAD SOUTH OF LOT 1A SHALL BE CONSTRUCTED AS A PART OF THE DEVELOPMENT OF LOT to OR LOT 8, WHICH EVER OCCURS FIRST. 2.) STORM WATER INFRASTRUCTURE SHOWN IS TO SERVE LOTS 1A,1B-7 AND TRACTS A-D. LOT 8 WILL PROVIDE STORM WATER RETENTION AND CONVEYANCE AS PART OF THE LOT 8 DEVELOPMENT. 3.) ALL EXTERNAL SIDEWALKS IN LOT 4 AND TRACT B WILL BE CONSTRUCTED WITH THE INITIAL PHASE. 4.) ALL INTERNAL SIDEWALKS ON LOT 4, TRACT. A, B, C AND D WILL BE CONSTRUCTED WITH THE INITIAL PHASE. 5.) ALL SIDEWALKS REQUIRED BY THE CITY OF OCOEE SHALL BE CONSTRUCTED AS SHOWN AS APART OF EACH LOT DEVELOPMENT (WHICH WAS NOT IDENTIFIED IN NOTE 3 OR 4). EXISTING ZONING = R-1-AA CONCRETE SIDEWALK TYPE 'F' CURB TYPE V --, 6" CURB % MEDIAN PLANTING ISLAND „ CONCRETE• 'D' TYPE SIDEWALK 6 CURB TYPE 'F' CURB 5,_ 1-3, 16 0.5' 0.5' 16' 60' TRACT C PUBLIC ROW SECTION nA!'- "`K (ROADWAY TO. BE CONSTRUCTED TO CITY STANDARDS) N.T.S. SC_**`S SOIL SURVEY TABLE SOIL NUMBER SOIL IDENTIFICATION SOIL TYPE 4 z CANDLER A 5 CANDLER A 34 POMELLO C 46 TAVARES A 47 JAVARES A 3' ) 5' NOTES: SOIL INFORMATION IS FROM THE SCS SOIL SURVEY FOR ORANGE COUNTY. SCALE: 1" = 100' NORT 1 50 100 I wOLYMPIA DEVELOPMENT GROUP, INC. Im K ROAD 01N10DA1, FI01tlDA i1Nt 7ELEPII1M 0" 7*64M PAX: (7271 74840 4 TOULOUMIS, TOULOUMIS & ASSOCIATES ARCHITECTS ENGINEERS CONSTRUCTION CONSULTANTS 1080 KEENE ROAD, DUNEDIN, FLORIDA 34898 TELEPHONE:(727) 738-9822 FAX:(727) 733-0224 5300 WEST CYPRESS STREET SUITE 300 • TAMPA, FLORIDA 33607 Ph. (813) 877-7275 POST, BUCIM, SCHUH Q JERNICAN, INC. PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS' CONSULTANT LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK,UNLESS NOTED OTHERWISE,BY: ❑ WALGREENS' CONTRACTOR LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW........... NEW............ REMODELING.... ❑ EXISTING....... ❑ RELOCATION.... ❑ NEW SHELL ONLY . ❑ OTHERS........ ❑ NOT FOR CONSTRUCTION I CONS RUCTION 1 8/26/99 KEZ PER FDOT COMMENTS NO. DATE BY DESCRIPTION CONST. REVISIONS CERTIFICATION AND SEAL MATTHEW D. CAMPO I HEREBY CERTIFY THAT THIS PLAN AND SPECIFI- CATION WAS PREPARED BY ME OR UNDER MY DIRECT FL P.E. #5 $$ SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. PROJECT NAME )LYMPIA PUD FINAL SUBDIVISION PLAN r SEC CLARKE ROAD AND SILVERSTAR ROAD OCOEE, FLORIDA DRAWING TITLE OVERALL SITE PLAN DATE MARCH 99' STORE NO. DRAWING NO. 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I.-.F-.-- ,.-\S-."z. ,.. , I-\ ,..--A."...�1\�L1-. . L II,"-.-RNA'-�,lE,E'��IlV. - .M ,)'EA-�' ...E1.-i" , ."I �.,, .�,,', -I .1 I1 \,...._T I/�-?E_. - ,1,- � , ,-1 -T1�..3-_,_;,�2.�C3:I_�'2Q �_ .3_.'L01I0 , \. '�.i.._`-\ c_,---, 2.__. � 1- _ II.- -? ,i:,�./4 4/ .�7. I_ , �-,.-_....I -- 1. II CURP INLE- EIEV, = 12 3 .-,j ,.� I.7�.IcZuU/00i�-:,zu _y<1�,,o1./ �"-e3 , ",3),. � ,,rT/.r,LI CI1!1, 1: .IZ111.*1Ttj1:iI.,1i !1. ,;�- s� ,, II11i!,,;�I-;Ii.11it1!1iIH.II.,!,III./.t) i/1 .'�r'y�v-ik1.1t''i ,'I: � .kIi!1I�!1-1iIt .,�j�jII1, ii I�I.e1I . ,,�O\_-m!�,�-O.-�I. � -."". I'. I.I 'I.l'l.'I&.1".-I.1i.. .. - '"� ..� I A1.-'.I_.� "-. ..- ,I,. I -- .-'.�,_.. A -.I- -L.. |/ I-_! I,WI/.,'I.-',\ . \ 'O/-- ,E�. -, '�r | �r -��-/ I '`' \�. --~'' '4�^� T�~~� .� C3V[R E�STNC |Muc/-~ � �^ ' � r�~� / | ��H RLT�R �@P�� ! ' -- �-- . � � I : !r - . ,� 1 i_'V;,_ . � �, .., I r T - I � I - _. 1, I [ . ,� . .... . ...... . - . - " . -A- .. ___ I ---.---- r_ ...--. I . . . -.-- . I -.1 . . .--- . --- - - _-c-iii-11:_ - _ .- . . -_ . . ___ , , _ . , _ . . ? . , ., ! '--- . ' ". .° � . . . ' '_ � ~-~' ' '' _ 'v li it ': j - ---,.-., � .1 4 � __ 1'1� � `1 � , w-- -^--~~~- /0 ' '~' ��, 10-- -- \/ [ < }| |�« �-/�� - ./�' ~ -~' � | �- | ) '' 1 `� . `' `' . , `' ,` -,~' _ `. , . L_`' . \ , _- . �~ -` '~ ~` `_ -____--.. '~, _0 `=^ �~~--- � ____ �~-- / /-_` ---- 7- -- lZ� �- ~` ' `. -�r � '- � _` ~~ ~' �`` | �/+ r`� ~' � ~` ~ � � ,' .`- -_~_ . . . ` `_ _~,~ . . . ` �_`_ -' ___- '~ I''. �� -__ __ --r-- '. '' -'/' �" ---.4�- � -- -- �- /' `-� �_ ` --`- � ---- ---- _-- . -- --. ___.'___ ,~ ~_ __-�__ -y ~_-- ' ,, / ``-- 8LT FENCE(T/P} .. ` ' --__ __ ~~ -_� __'' � -- � -- � ---- . ''' . -- . -----__-_-� / -- .-- -- -- -- 73� `��__ .-_� ----- '---- -___� ~~ __ ~~ -~-_` -_�'__ '� _-__-_. ~' ' *'/ ^, ��;-_1�'- -- __ -- --� -- -- ---^.. 7 __ �-- __I _____-_-_____ � '__- __�__ ` .---� __ . <0~ : c�/ '/ � __ �_' ' `, �� __ __ � I �` ��~/^___ ,' '/ . �__. __ __ __ /,�� __ ^ __�__ _- __ _'_- __ __�_- -_- � __ � � � __��- __ __� _- _- \ . \ / / '/ _- --. __ __ � _-'_' -- 1�4 --- -- .` ` � / -~-~�- | . / /'� � ~~ _ � __ -__ __ II '_' __ -_ . __ __-_ _~ .- `"` ' . mw_- OLYMPIA DEVELOPMENT GROUP, 1NC. w FAX 0= 73*-0224 & ASSOCIATES ARCHITECTS ENGINEERS CONSTRUCTION CONSULTANTS 10e0 KeEvvE ROAD, ouwoEo|p, FLczR|oA 34898 TELEPHOmE:(727) 738-9e22 FAX:(727) 733-0224 SUITE300 TAMRA, FLORIDA 33607 Ph. (813) 282-7275 DRAWINGS/SPECIFICATIONS BY: I-] WALGREENS' CONSULTANT N LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK,UNLESS NOTED OTHERWISE,BY: 11 N LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING i I . - '. .1 �.; I., .,A ( .. . F �c � . I ��.i,_ .,. " -,__ 11 I . I I - T I ill,` . 1 .'4 . p, G. 'I (--I'...) --,- " . ./I f�'?) ) .. , '. " I ) ARCHITECT OR ENGINEER I . .:.--.- - --- t,l_,, p ----.---.rF =ii e I - .., i , I . . . � / I I c - I 0 ' . ^. ' ` _0 0 W LINE OF - - NW 1/4 OF SE 1/4 OF I `, SILVER -ARK I LLJ C SECTION 16,----GL-- ` TOWNSHIP 22 SOUTH, i , �`, A REPLAT N LINE OF NW 1/4 OF ( RANGE 28 EAST I \ `� SE 1/4 OF SECTION 16, i Q 0 �l `o f .B. 28, PG. 128 TOWNSHIP 22 SOUTH, I - I L I RANGE 28 EAST \� \ _ J--------------------------- TOP ELEV. = 134.43 1 ,( -- - - GL----- --GL--------------------------------------GL----------------------------- �� 1 Y---------- -oU------- '1-�--=o - - --------------------------- --- 1--------------- - -----------Gt.-- I SITE BENCHMARK -------- - ---- -- ------------------------�-------------� - 1 ♦ 18 RCP 6---_'"^-_ ;i -------------lr j- ------BTL-I---------------i - h--tBTL--- ` Y - 2 R4 C----GL------------------------------------------x--- MO ENT--x-----x-----x-----x---X-----x --- ---------' t- _ I GL---------------------------------------- _ --------- ------ ----------__-e_snmma.._� �_ __- ___-m_-.K�--- eFo---- '--- ---eFo-----------------�______==arL== - .. p•BT �.=.a��w.a�==at== cL----_-_-_-_-_-_------ ELEV= 130.925 ' ASPHALT o."_;--,--w --rw wl eFom�-m__ w -vrL �s-BTL- ___ _ _ GL- --- - _ - ' 1 PAVEMENT I `BFO=-. B a__ II { �� ^� "BFO� a A�aa��_m_mba__� v -w I- BTL w � CONC. MEDIAN a _ , a _ s _ gT BFO-_,s--------------------,.e,..e-- m L--BFO-__m_ m"..e--- _.>_ �_.�_..,_-_BTLa==BF� - - - CYPRESS STREET •CONCRETE MEDIAN p -- -- -_ _---- -I---- - �-=Z 5300 WEST _ASPHALT PAVEMENT I- , -I---- -- -- -- --- T 6"x4" TAPPING R� � - 1 - r I EXISTING 6" FORCEMAIN SLEEVE & VALVE �� VAL1VE i \� ' LJ ------ ------ ----- ------ -- fa 1 1 t I ------------------------------- -_---- I i S ss t I i - - - - BTL--------------- BTL---------------------------- ss ----- ss - - - S BTL ---- sr---------- sr --- sg BTL--SS- 3S -- ------------ -- _- �----- _ _ ___ _ _ - _ n------BTL--- - ---}} sS •----- BTL-----_-___-__--- -- -------------------- ---- t SS ---" _ •' - - - ------------- �_______ __________. RTi -- - BTL====.= __...t....�OU..,-,...-._ _---QU- ---------'------ - �-OU---------=-=-------'-."""� - ----__��._ -OU=-BF�----_`______-_- �--BFO=--------------------- ---- - =BTL=Bp ---_ -- ------ _ _ --_--------=-LL-====BTI-== --- --- ---------------------- ---------------------------- ----___----- ___--__-_____--- - __-_-__-____---------- i� _r��as>:i�•rr>•�rrr+srrrx0 ��f�'----- _��era�ra_�r�r�r�ris -LTj -�"MCP _-_ _- ' -•- -- -- -- ' -- -- - - -- SS TL - 55 I efts---- a --- ' - \ -- - -- -- ' - - • -- -- -- -_ . _. - . -- -- INLET V. = l� 1 _-- - - - - ' - -- ' '- - ' -- -- . _... _... - - - - - - - - -- - ' - ss SS L ELEV. 142.3� ___--OU4�+ .f, - 7XAX= .. ----' w !II NI/ I �v� o- 2 nINLET ELEV. = 134.25-/ �°�� SS iBLT 'Ri `r 1r;:;e,iu,: 9e1 Nzt _csc:n,fr ----- - _ N INV.= 35 ' ♦ '?�'b° '. 4' .z�F-I_3o:u:�%.'-Fs-zxri-- . ..E-INV,. �13AAi- - - -W INV. I3 ES INV. » QW INV. = 13 18 GATE VALVE AND PLUGTELEPHONE f (a/ Tr.":.:.n n. »PANEL BOX I�� I 30 L.F. 4 PVC SANITAF�Y FORCEMAIN306 L.F. - 4" PVC SANIJ'ARY FORCEMAIN w W W W w w w W W w y w W Ww w w i®W w ". W W W W W J. v1YwW�,.4 W W W W Y VW W u. a. W W w ,,. w J. W W W .Y "• W W w W W I 6"PLUG INV = 131 18 WWww ww IE LINE OF NW 1/4 OF O M E R C I A L L O TI w w W w w W y w W W` W W w W W W SE 1/4 OF SECTION 16, o O & UTIUTY EASEMENT 2 REUSEMAIN O Y O WWW I i RANGE TOWNSH28 EASTIP 22 OUTH, i , I ( Y MH 5 1 1 m 2" VALVE AND METER w Y RIM EL. 138.20 W W w w I I I 1 I I , I 2"x1 1 /2" REDUCER ( O I W w Y INV EL =132 50 (W) n yyL--- r FOR BIDDING ONLY ISSUED FOR NOT FOR CONSTRUCTION CONSTRUCTION CURB INLET ELEV. = 140.09 1 , I I I H I - 18" RCP I J , L I, I I II , I' 1�112'x8" TAPPI SLEEVE GAT VALV I If 1 IIN , � y Ib I ,t 2-WL f I Ll 1 ' , II I1 w I I I� m II II II Ili z i II w I 11 , Z il, y a I i� I' TOP ELEV. = 133.50 18" PC I .18" RCP }§ - CURB INLET ELEV. = 133.13i '1 I N 6" GATE I ALVE - ,I, (REUSE �fUB) Ili ' Lit ' < ,I1 � o " H cn i l w k Z n Ili d 0 I I u - -, N 11 H o 1h O Ili w N rn w Q J m I O i t ' U) I I I wcn K�1 ,' V) I �I n I I a \ON i � NI � co I I INLET ELEV, = t31.79 II; V, i TOP ELEV, = 13L93 ' I mI m 1J=18" RCP li Il' G Z 4 (i ti W m, II 6�Z W ' U ,I , i i I I I 1 I I � W d w 11 S m 1 a w I , r i i r'- CURB INLET ELEV. = 130.22 E1 i y I 18"RCP.- I Z III E N 0 0 N .o I o III � M � N` I � , I E I z it I I i 32 L.F.-6" S 1.0% I CURB INLET ELEV.=239.85 COMMERCIAL LOT i II WwW RETEN ION POND #1 WWW V INV.= 1 a.a4 2 GATE VALVE , MH 4 FOmMERCIAL L O T 2" GATE VAL W W W w 1 1 RIM EL. 138.40 (/J Y V W w W 1 1 /2" PLUG I ! INV. EL.=130.86 ) 1 � �NW) � w` W 2"x4"x4" EE ' 6" FHA W 6" GATE VALVE I 30 INV. EL=130.76 S GENERAL NOTES ' x / INV. EL.=130.86 „ W Y 6" PLUG j I W. EL.=130.86 (E E 2" GATE REUSEMAIN REUSEMAIN-7w 4" R SEMAN T WWW I 125 L.F.-6 PVC w w 6"x6"x6" TEE 6" PLUG 410 L.F. - 8" PVC SAN. @0.4% 4TES VALVE 1) BACKFLOW PREVENTORS SHALL BE PROVIDED WITH THE CONSTRUCTION OF EACH LO . W I WI I 40' CROSS ACCESS Y 8 8 x8 TEE W W 8%6" REDUCER 4 I.E.=131.26 , & UTILITY EASEMENT 8" CAP W w FHA W/ 6" GATE VALVE 2) ALL PIPING SHALLI MEET CITY OF OCOEE UTILITY SPECIFICATIONS. WWW I j h 40 CROSS ACCESS W Y 51 & UTILITY EASEMENT 8" GATE VALVE 38 L.F.-6" SAN @1. % 6" PLU W W W W I 210 - - _ rv'` I.E.=1�31.91 4 I w + w w w W w W W W 3 IRRIGATION SYSTEM SHALL BE INSTALLED USING y w yPURPIF Y E PIPING. w w W Y I 33 3 w W w w W W w w W w w w w W "» -- - 1 L.F.-6' SAN@1.0% 2 W w. Y W w W w W W W W I r err rx��i ijirwrr�rr��$ ?r T 4t Sa REUSEMAIN W w w w w w -4) *THE CONTf TOR SHALL QO�ISTRC7QT AIR ,RELEASE VAl~VES Z WALL"' }iIG1IWP01[�TSyliq 8" PVC WATERMAIN ` `' 7 3t ` 8 6" GATE VALE NIT R� fQRCEMAIN.W w W W W w W w W w / yr ru__ ♦- v-- v v---�t _ -"-.__ ` sS .�.. �„�� it rr•�rrrr�.r.lr�rr��r•�sr r��•r��rr��•r��r•r��rr�rrr��rrr f or •� I » „ 8"x8"x8" TEE y ; -- _ 4 y8»- GATE `� _ 5 8" GATES -a -� _ L - -- - -- - _ - - - - - - - - � -� CONTRACIOR _SHALL_PROMOE APP�tOP81ATE -IHRUST-RESIRAINT DR-7HE 8 x6 CROSS I ,13 C-t5 VALVE 12 - � . _ q�VE 32 L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PROPOSED -FORCE-fMN, AS -SHOWN -IN-DETAIL -T -OF-SHEET 15: _ t - _ 1 7 6" FHA W/ 29 W W W W w w W LL Wx w• W w w{�41{ Y W w • B 8"x8"x8" TEE 6) THE CONTRACTOR SHALL PRESSURE TEST T 4 FO CEMAI AFTER NSTALLA ION. I C-15 6" GATE VALVE 8" GATE VALVE S w W w W W !,W ri Yr EvE w W W W y Y W W w W W w W w W v w Wr "x 8'J'.x8Y"W TL L- w8x8x8» 6" PLUG, I.E. 130.78 I' 9 W W w W W w w w w W W w w w w Y W W Y W w w w W W` W 8" GATE VALVE AND CAP 7) 4" FORCEMAIN (WITHIN 15' OF THE ND #2 TOP OF BANK) SHALL BE DR-14 PVC I „ W W W w w a W Y W W W Yw W W W .L W i W i .i• w w „ 2 GATE VALVE - I w w W „ PIPE OR APPROVED EQUAL. EXISTING 12 WATERMAIN --• � .. w w it W � � 8 WM 8"x8"x8" TEE tc 1 8) THE CONTRACTOR SHALL DUCT PRESSURE AND LEAKAGE TESTS ON NEWLY- 39 L.F. - 6" PVC SAN 1.0� i� INSTALLED WATER'DIS UTION SYSTEM PIPES AND APPENTURTENANCES IN 2" REUSEMAIN ��. w " 27 39 TRACT A w L W w i i O ACCORDANCE WITH E PROVISIONS OF AWWA C600 OR M23 AS APPLICABLE. ( C BLE. PIPE TABULATION TABLE PIPE TYPE TOTAL LENGTH (FT.) SIZE (IN.) MINIMUM PIPE SPECIFICATIONS DI FORCEMAIN 49 4" AWWA STANDARD C-151 251 2" PVC AWWA STANDARD C-900 467 4" REUSE RESSURE CLASS 150 PSI 485 _ 6" DRIB PVC• t92 6" ASTM D-3034 SANITARY SDR-35 1031 8" PVC 416 4" SAME AS PVC WATERMAIN FORCEMAIN 304 4" DR-14, WHEN WITHIN 15' OF POND #2 ` --�C 94 2' AWWA STANDARD C-900 WATERMAIN 94 6" RESSURE CLASS 150 PSI ` 1340 8° DR 18 1 3 I 13 COMMERCIAL LOT � 8 w ! w w Y W 1 8" WM I 9) THE DISINFE N CF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN NOT . CONTRACTOR SHAL USE ABOVE MENTIONED PIPE SPECIFICATIONS, \E)4C\T WHERE TH CITY'S REQUIREMENTRACTHIGHBER. 50' CROSS ACCESS �� w Y 85 L.F. - 8 PVC w y AN. @0.4% w w W W w W i ACCORD WITH-AWWA (� c E C651, DISINFECTING WATERMAINS, BY CONTRACTOR, ,LIBRARY SITE , I &UTILITY EASEMENT I W Y� >3 w15` W W I t 1 TIONAL PERMITS WILL BE REQUIRED FOR ALL FUTURE WATERMAIN EXTENSION I (COMMERCIAL TRACT) - CUR INLET ELELOCATLON OF TEMPORARY IRRIGATION 6 I "s NffpTION FROM WATERMAIN TO REUSEMAIN C-i5 I I �v11 SEPARATION w WWW W w w 0 I LINES BEYOND CAPPED ENDS INDIVIDUAL LOT DEMAND ESTIMATES WILL BE j PROVIDED WITH PERMIT APPLICATIONS ) 1i V II V.= 126.99 (TO BE SCREENED FROM VIEW WITH LANDSCAPING I 6 6" PURPLE REUSEMAIN w w w W i I 54' CROSS ACCESS 6" PVC PURPLE I " W w A I & UTIUTY EASEMENT REUSEMAIN � w W W W 384 L.F.-4 DR-14 PVC SANITARY w W .Y Y W W FORCEMAIN (OR APPROVED EQUAL) W w 35 w 1� TENTION POND 2 WwW •rrz_rr rr®••-••�•r�rr�rr rr W W w MH 3 # W W 1 W RIM EL. 137.85 w W w W b. fi i w w W INV. EL.=129.62 (N) wWW W 36 INV. EL.=129.52 (S) W W I 6" FHA W/ 6" GATE VALVELL: �� s' w W w w it 8" GATE VALVE 8" WATERMAIN - w 6" PURPLE REUSEMAIN W W W I;i I MH 2 Y W w II W W RIM EL. 137.30 A 2" GATE VALV W W W W l jURB INLET ELEV. = 132.49 INV. EL=128.82 �SN� W w Y 174 L.F. - 8" N 0.4% Www w �I I,,t INV.= 126.03 INV. EL.=125.22 I y w W INV.= 126.03 w W 2" GATE VALVE w INV. EL.=125.12 E " W t DROP MANHO W -- 2 REUSEMAIN w w W COMMERCIAL L O T 19 i W Y w w 16 39 L.F. 4" D. 1. FORCEMAIN w W w Y 8 GATE VALVE w W I I O » I L 17 •Y w W W "• W W W i w + w w W .✓ W W w Y V W W Y W W1 Q "L,F. W 4w wR.r. w FQRCEMAiNw W W W W W w w W 6 PLUG INV. = 129.18 W " J W A 36 L.F.-6" SAN @ 1.00% 18 i I "x8"x1 TEE , , SANITARY PUMP STATION (TRACT D) ii i ••°��••�••�j��"��••�•. • ••-� SEE DETAIL SHEET C-17 (8 PVC SAN, INV. 124.92) i FOR INITIAL CONSTRUCTION PHASE � �'�' / " (, I 2" GATE VALVE 1" GATE VALVE AND WATER BIB (SEE SHEET C-17) „I I 30 L.F.-6" SAN @1.0%�-+ , •• g L.F. - 8" SAN @0.4% 6" PLUG INV.=125.66 120 1 " WATER SERVICE UP, INLET ELEV. = 131.61 i N I1TV,= 124.64 (FUTURE) 8" GATE VALVE �-- 8"x8"x8" TEE s I IV = 124.22 24,725 21 , W I fV.= 124.76 23 I "- i f 24 85 L.F. - 8" SAN 0.4% COMMERCIAL LOT ® 13 1 - 18 L.F.-8" SAN. @0.4% 8" PLUG INV.=125.74 +i I 6" FHA (FUTURE) 7 22 n B W/ 6" GATE VALVE C-15 -- 1i 1 O » i 6 PLUG INV.=126.04 !� 6" GATE VALVE . ; 38 L.F.-6" SAN @1.0% J I I MH 1 It I (FUTURE) 8" GATE VALVE RIM EL. 137.10 1 INV. EL.=125.56 -N} �ij rr�rr�rrarrr�� 2'�ATE J..�.�r •� r •r INV. EL.=125.66 E COMMERCIAL LOT ° INV. EL.=125.66 WWW))) SCHOOL SITE IYIIlf�� i 114 F.-6" SAN @1 2" REUSEMAIN f,I r, •F__ i A 6 PLUG INV.=126.80 O n I 8"x8"x8" TEE Z U CURB INLET ELEV. = 130.23 i N INV.= 123,6a WATERMAIN TO BE COMPLETED r S INV.- 123.94 p E Nv=izaa7s WITH THE DEVELOPMENT I n I OF LOTS 1A, 1B AND 2 OR THE SCHOOL SITE 2" REUSEMAIN I 1 II RCPI 12'A" TAPPING SLEEVE C 6 5 ' E x8' x8" TEE & GATE VALVE 8 ?GrA�.T.,EVALVE i +x x FLAT GRATE INLET 8 x8 x6 TEE 1 i w i V.= iz3as 6" FHA W/ 6" GATE VALVE I ... I i '�~}��••�••�••�•• _ _____ . PURPLE REUSE MAIN EXTENSION 8" GATE VALVE II EXISTING 6" CONCRETE 6" GATE VALVE BOX CURB I i 111 r- 8" GATE V,ALVF� PLUG 1) ALL WATERMAIN, FIREMAIN, REUSE MAIN, IRRIGATION AND FORCEMAIN UTILITY SERVICES SHALL BE ROUTED AROUND THE GRAVITY SANITARY AND STORM SEWERS, BY THE CONTRACTOR. r•rxr,®��r•.�rr�r�rrra��rrr��r•®��•rr�rr•�rr�rr��rr��rr�xrr 27 THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 4L0 OF COVER OVER ALL PRESSURIZED UTILITY SERVICES AND A MINIMUM OF 4.0' OF COVER OVER THE SANITARY SEWER. 3) THE CONTRACTOR SHALL MAINTAIN A MINIMUM SEPARATION BETWEEN THE WATERMAIN AND ALL OTHER HARD UTILITIES OF 18" VERTICALLY AND 10' HORIZONTALLY. 4) CONTRACTOR SHALL MAINTAIN A MINIMUM SEPARATION BETWEEN THE REUSEMAIN AND ALL OTHER HARD UTILITIES OF 18" VERTICALLY AND 10' HORIZONTALLY. 5) CONTRACTOR SHALL MAINTAIN A MINIMUM SEPARATION OF 18" VERTICAL BETWEEN THE FORCEMAIN AND ALL HARD UTILITIES. 6) THE CONTRACTOR SHALL MAINTAIN NO CONTACT BETWEEN WATERMAIN LINES AND ANY PART OF SEWER MANHOLES. 7) CONTRACTOR SHALL MAINTAIN A MINIMUM SEPARATION BETWEEN THE RECLAIMED WATER LINES AND THE DOMESTIC L';ATER LINES OF 18" VERTICALLY. (DOMESTIC WATER LINES TO BE PLACED ABOVE RECLAIMED WATER LINES. WHERE THIS IS NOT POSSIBLE, AS DETERMINED BY CONTRACTOR, DUCTILE IRON PIPING SHALL BE USED) SANITARY CROSSING TABLE 10 8' PVC TOP EL=133.11 8' WATERMAIN BOTTOM EL=134.61 2� 8' WATERMAIN BOTTOM EL=133.8 24" RCP TOP EL=129.55 O4' REUSEMAIN BOTTOMEL =134.5 24" RCP TOP EL=129.70 01 4' REUSEMAIN BOTTOMEL=134.65 24" RCP TOP EL=130.12 O8' PVC TOP EL=132.39 8' WATERMAIN BOTTOM EL,=134.5 O8' PVC TOP EL=132.09 8" WATERMAIN BOTTOM EL=134.5 7I� 8' PVC TOP EL=131.96 8" WATERMAIN BOTTOM EL=134.38 $O r PVC TOP EL=131.70 6" REUSEMAIN BOTTOM EL=135.9 O8" WATERMAIN TOP EL=129.66 4" FORCEMAIN BOTTOM EL=131.16 10 6'&2" WATERMAIN TOP EL=131.82 18' RCP BOTTOM EL.=133.32 11 8' WATERMAIN TOP EL=129.9 24" RCP BOTTOM EL=131.40 12 8' WATERMAIN TOP EL.=131,80 24" RCP BOTTOM EL.=133,30 13 6' REUSEMAIN TOP EL.=131.33 38" x 24" ERCP BOTTOM E1.=132,83 14 8' WATERMAIN TOP EL 132.60 4" REUSEMAIN BOTTOM EL 134.60 15 6" REUSEMAIN TOP EL=131.1 24" RCP BOTTOM EL=132.6 16 4" FORCEMAIN TOP EL=130.3 29'x45" ERCP BOTTOM EL=131.82 17 8" PVC TOP EL=125.70 29"x45' ERCP BOTTOM EL=131.89 18 1" WATER SERVICE TOP EL=130.49 29"x45" ERCP BOTTOM EL=131.99 19 8' PVC TOP EL.-125.93 i" WATER SERVICE BOTTOM EL-134.3 20 6' REUSEMAIN TOP EL,=130,55 29'x45' ERCP BOTTOM EL.=132.05 21 8' PVC TOP EL.-125.95 2" REUSEMAIN BOTTOM EL.-133.8 18' RCP BOTTOM EL=133.56 22 6' PVC TOP EL=126.70 6" REUSEMAIN BOTTOM EL=133,5 23 6' PVC TOP EL=126.40 8" WATERMAIN BOTTOM EL=133.3 24 8" PVC TOP EL=125.44 29"x45" ERCP BOTTOM EL=132,2 25 6' PVC TOP EL=125.98 8" WATERMAIN BOTTOM EL=133.3 26 8' PVC TOP EL.=130.41 6" REUSEMAIN BOTTOM EL-133.3 27 8' PVC TOP EL=131.03 2" REUSEMAIN BOTTOM EL=133.6 1 29 6' PVC TOP EL=131.17 8" WATERMAIN BOTTOM EL=135.1 30 5° PVC TOP EL=131.55 18" RCP BOTTOM EL=133,15 31 4" FORCEMNN TOP EL.-131.49 38' x 24" ERCP BOTTOM EL.-132.99 32 8' PVC BOTTOM EL,=132.19 24' RCP TOP EL=130.69 33 8' PVC TOP EL,=132.22 30" x 19' ERCP BOTTOM EL.=133.89 34 8' PVC TOP EL.=131.38 18" RCP BOTTOM EL=1J3.Q8 35 6' REUSEMAIN TOP EL,=131,25 10' RCP BOTTOM EL-132.75 36 8' WATERMAIN TOP EL= 131.2 18" RCP BOTTOM EL=132.7 37 4" FORCEMAIN TOP EL.=131.16 18" RCP BOTTOM EL.=133.14 38 8" PVC TOP EL=130.85 18" RCP BOTTOM EL=133.28 39 6' REUSEMAIN TOP EL.=131.70 18" RCP BOTTOM EL=133.04 40 8" PVC TOP EL=131.37 8" WATERMAIN BOTTOM EL.=133.04 41 8' PVC TOP EL.=131.59 4" FORCEMAIN BOTTOM EL=133.04 42 6' PVC TOP EL=131.53 4" FORCEMAIN BOTTOM ELm133.04 43 8" PVC TOP EL.=131,33 18" RCP BOTTOM EL.=133.04 8 \ .\ � 10 loo I't I ITN 1, I 1 I , a i 11 ILVER BEND 30, PGS. 4 & II 14 i I I 1 I -F E - - K-E-Y i I 15 SCALE: 1 "=60' I NORT I r 1 60 0 60 120 I I 1 WOOD FENCE CROSSES rR-6PERTY LINE 165.44' wOLYMPIA DEVELOPMENT GROUP, INC. 10110 KEEIE ROAD DUNEDII, FLORIDA 34898 TELEPHONE- 17271 7384M FAX. 1727) 733-0224 TOULOUMIS, TOULOUMIS & ASSOCIATES ARCHITECTS ENGINEERS CONSTRUCTION CONSULTANTS 1060 KEENE ROAD, OUNEOIN, FLORIOA 34696 TELEPHONE:(727) 738-9822 FAX:(727) 733-0224 SUITE 300 TAMPA, FLORIDA 33607 POST. BUCKLEY, SpiUH h JERNICJIN, INC. Ph. (813) 877-7275 PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS' CONSULTANT LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK,UNLESS NOTED OTHERWISE,BY: [� WALGREENS' CONTRACTOR LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW........... � NEW..,......... REMODELING.... ❑ EXISTING....... ❑ RELOCATION.,.. ❑ NEW SHELL ONLY . ❑ OTHERS........ ❑ 8 1/30/02 MDC PER CITY COMMENTS 5 1/9/02 JLB REV. PER CLIENT COMMENTS 4 12/21/99 KEZ REV. PER 12/21/99 CITY COMMENTS 3 11/9/99 MDC ! PER FDEP COMMENTS 2 10/28/99 KEZ PER CLIENT COMMENTS 1 8/4/99 MDC PER CITY OF OCOEE NO. DATE BY DESCRIPTION CONST. REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFI- CATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. MATTHEW D. CAMPO FEB 112 q� FL P.E. #ya�8 _ PROJECT NAME V XYMPIA PUD FINAL SUBDIVISION PLAN ■ SEC CLARKE ROAD AND SILVERSTAR ROAD OCOEE, FLORIDA DRAWING TITLE OVERALL UTILITIES SITE PLAN DATE MARCH 99' STORE NO. DRAWING NO. DRAWN AVF/SLV SCALE: 1 "=60' 11 BY: c RELEASED TO REVIEWED CONSTRUCTION BY: BMB OF 19 DWGS. VICINITY MAP x, � i ' , `.,r', rACKsa►i , e�� OM90EN J _ HJW�LTON RAY ��LRiERtYWAMIA �. /--tBOWANNEby I - � TAYLOR � �f�� (�FRI RMN AFAYE7TE,� � r '�RMf 4 —'jj7 �. • _ �-...� cur r oo� 7" ALACMA ' PWNMJ �" 1 t .T . � '-� MW mmm , vausH SEMI o PROJECT I-- t FERNANOO ' ORANGE ` VICINITY -PA8co _—_--� _ _ , }OBCEOLA I 7, PINEGuR, 9 I POIX _ T T1 ( ER N. l . S. ANATE£ , NAMEE '—'PIEECFMEE `- NIGNLAIOB ouoEs---- LEE NENORY I FAIL X?EACN r COWER ' ®RQWRi9D , NON OAOE ) J CITY OF Oco E 0. A .. I L RID N. T. S. COAST 11NE SEABOARD N.T.S. OC EE SPRING LAKE _ LAKE �OHzO 438 SILVER STAR ROAD LAKE ¢ FLORENCE AKE LYMPI W SITE LOCATION a ORLANDO AVENUE O WHITE ROAD DEEP y ,LAKE o x Ca 0 O Q S0 W. COLONIAL DRIVE LOCATION MAP RT.S. Owner. OLYMPIA DEVELOPMENT GROUP, INC. 1461 Main Street Dunedin, Florida 34698 (727) 736-8622 PREPARED BY: Aar CONSULTING ENGINEERS 5300 WEST CYPRESS STREET, SUITE 300 TAMPA, FLORIDA 33607-1066 (813) 282-7275 (VOICE) (81.3) 286-1207 (FAX) �- INDEX OF DRAWINGS - COVER SHEET OVERALL PLAN PANEL 1 PANEL 2 PANEL 3 SITE DATA - CONDITIONS OF APPROVAL 1 2 3 4 5 6 AGENCY FEB 1 1 2002 SUBMITTAL • ='k- 11/25 98 2,3,4, & 5 OF 6 MDC 01/15/99 ALL SHEETS MDC 2 5 99 2,3,4,5, AND 6 MDC 2 22 99 CITY COMMENTS MDC 3/1/99 CITY COMMENTS MDC 1 /9/02 2,4 AND 6 JLB U F E B 1 2 2002 DATE SHEET NUMBER(S) BY: en a 3-051ZO02 REVISIONS Item VI A Agenda 2-19-2002 Item VII G c N 00 li O N .G Bit 3 0 CL o. W Q) 0 a O RIGHT -IN RIGHT -OUT M ACCESS W LINE OF LLJ Q N1Y 1/4 OF SE 1/4 of EVER -ARK N "" OF Nw 1/-0 OF Q TOWNSsEc1TGn 1sIP .2.� g REPEAT RAN6EH28 jE$67WrS�\�A( CES AS CENT (TYP rTOWN Hip 22�SOVfH,'s' �. ^ P.B. S, . PG. 128 / �. , RANGE 28 EAST a? 70 PAVEMENT /. W ASPMkT PAVEMENT . co xaE E Naoun - a J,a 'WALKSTOP WA nn Ii muum d"ate . I I,► - �...__t- - r 1 170.00' 170.00' r CROSS--ACSE-SS-AND_ - - A_ nT i 1 UTILITY EASEMENT I a i COMMERCIAL LAND USE COMMERCIAL LAND USE ! I AREA = 1.17 AC. COMMERCIAL LAND USE % IMP = 80% MAX: AREA = 1.17 AC. RIGHT -IN / R rJO I AREA = 1.74 AC. 5 %IMP 80% MAX. A E I %IMP 80% MAX. O o I ' �40' CROSS ACCESS AND I -- •- ------ -- -•- = R UTILITY EASEMENT el fill FM UTILITY EASEMENT I - - T5 7 0.0 o !� N 115 PVMT, SETBACK/ j I t� LANSCAPE BUFFER (TYP.) L ' COMMERCIAL LAND USE MASTER PLANNED RETENTION POND 2 y :•: AREA = 1.91 AC. I ` TRACT A AREA = 2.75 AC. = LOT 3 ` TOP OF BANK AREA 2.72 AC. % IMP 80% MAX. R -- - - R _ -- 5' DEPTH WITH 5:1 SLOPES FULL ACCE S.7j 4' MAX DESIGN HIGH WATER DEPTH RESIDENTIAL LAND USE TRACT A pp I 50' (TYP,) 50' CROSS ACCESS AND- n 54 CROSS ACCESS AND I : ( .1' UTILITY EASEMENT,. ro a o UTILITY EASEMENT I g (� INCLUDING A 10' W m I e�Tfj COMMERCIAL LAND USE I : MINIMUM LANDSCAPE AREA = 1.33 AC. BUFFER ALONG EAST EDGE I' , N oo I % IMP = 80% MAX. - ��) LOT 21°5:47:. I 336.93' o I c= O 22' OW LOT -LINE (TYP.) TRACT D PUBLIC -' COMMERCIAL LAND USE ` 50.00' PUMP STATION `� AREA = 1.27 AC. (MIN.) M 0.06AC. % IMP = 80% MAX. ��I I I I 5' SIDEWALK (TYP.) LOT 1B LOT 8 � I I N 321.14' PUBLIC SCHOOL ats �N�Ni 4� � � ( R1A RESIDENTIAL LAND USE LOT LINE (TYP.) I '; AREA = 16.76 TOTAL ACRES (FOR INFORMATION ONLY) COMMERCIAL LAND USE I AREA =_1.21 AC. (MIN.) I £� ROADWAY FOR LOTS 1A,1B,2, AND 3 % IMP = .21 MAX. i SHALL BE CONSTRUCTED WITH LOT 1A THE DEVELOPMENT OF EACH LOT. EX. PVMT. 69.8' 305A (III . i I �x Wr Mica= 24.' 60' CROSS ACCESS & UTILITY EASEMENT EXISTING 22' FULL ACCE S I`I I 50 R TO BE TERMINATED W EX, WELL TO APPED -s��,=.1bvl _J Y 1255.43 - PJ Bj� •S . S 89'40 55' W 1 77.45 POIV ' g M NG TO 4£ n6ft � rn[ S.F. CORNERT OF OF(PARCEL • I DESCRIBED IN O.R. 4331. I PG. 1923 DIRECTIONAL ACCESS 6' SIDEWALK (TYP.) -w 0 ___ ■ ._ _ -- -_---_-----_�_ pow �- ,- - 15 PVMT. SETBACK LANDSCAP FER - C] I RETENTION POND #1 J MASTER PLANNED RETENTION POND 1 :j .I JITRACT C TRACT B AREA - 2.72 AC. j 43 AC. TOP OF BANK AREA 2.34 AC. 5' DEPTH WITH 5:1 SLOPES 4' MAX . DESIGN HIGH WATER DEPTH :. RESIDENTIAL LAND USE 417, 28' OWEN 10 0 0 ♦ zarplouls OLYMPIA DEVELOPMENT GROUP, INC. 1060 KEENE ROAD DUNEDIN, FLORIDA 346" TELEPHONE: (727) 736.66211 FAX: (7271733-0224 5 4.N H 'RK Q4 MO 1 11 T r ELE4, 1:90.925 04 0 TOULOUMIS, TOULOUMIS & ASSOCIATES -out ARCHITECTS ENGINEERS CONSTRUCTION CONSULTANT 101510 KEENS ROAD, DUNEDIN, FLORIDA 34698 , TELEPHONE:<727)736-6622 FAX:<727)733-Q224 •E LINE OF NW 1�4 OF SE i/4 OF SEC ION T8, TOWNSHIP 22 SOUTH, RANGE 28 EAST EXISTING ZONING - C2 -' - \--- PEDESTRIAN ACCESS TO BE PROVIDED BY LOT 7 AT TIME OF DEVELOPMENT L17 O CROSS ACCESS EASEMENT I I ao TO B PROVIDED WHEN I N LOT IS DEVELqPA�p "B„ II' \ (COMMERCIAL TRACT) 00 PUBLIC LIBRARY LAND USE _ 60' CROSS ACCESS AREA = 3.78 AC, %IMP. = 70 %MAX � AND UTILITY EASEMENT 540.01' 0 N MATInN f1Nl Y) I a I I a 10 (n 11 SOIL CLASSIFICATION DELINEATION LINES - - I i 12 13 �0' PUD PERIMETER SILLIER BEND 5 I P.B. 30, PGS. 4 & 5 BUILDING SETBACK (TYP.) 14 I _ry I 15 II CD 25' LANDSCAPE - Z BUFFER z 1s � -- V CN^) I I PCAFK ENE�i W4 ' NONRI or SE cormft I ) 17 FENCE CH121.62 / ( !•� N F SE 121.42' / J NciNIH a SE ooa+El: 25' LANDSCAPE 50' BUILD( SETBACK , W BUFFER "'-- --" - - SE CORNER OF THE NW1/4, SE1/4, SECTION 16, TOWNSHIP 22 SOUTH, RANGE 28 EAST EFdQ 10. FTla na E.. 041• N. 0'xf' C.. S LINE OF NW 1/4 OF ooa �, 0.W' N. SE 1/4 OF SECTION 16, Na i 1P No S. cos' c. aca• S. TOWNSHIP 22 SOUTH, MV M. I'm m 1110 MR. . RANGE 28 EAST ® NOT PLATTED EXISTING ZONING = R1-A SIDEWALK TYPE 'F' CURB TYPE 'D' -� 6" CURB MEDIAN PLANTING ISLAND CONCRETE TYPE 'D' SIDEWALK 6" CURB TYPE 'F' CURB 5' 3' 16' 0.5' 11' 0.5' 16' 60' TRACT C PUBLIC ROW A SECTION "A!" 1K (ROADWAY TO BE CONSTRUCTED TO CITY STANDARDS) N.T.S. 3' 1 5' 100' V. 100' 200' SCALE C=100' LEGAL DESCRIPTION LEGAL DESCRIPTION: A tract of land being the Northwest quarter of the Southeast quarter of Section 16, Township 22 South, Range 28 East, less that portion. of the Right-of-Woy of Clark Road described in Official Records Book 4331, Page 1923 of the Public Records of Orangge County, Florida and less that port of Silver Star Road deeded in Deed Book 400, Page 252 and taken In Minute Book 17, Page 502 of sold Public Records, being more particularly described as follows: Commence at the Southeast corner of the aforesaid parcel described in Official Records Book 4331, Page 1923 for a Point of Beginning, said point also lying on the Easterly Right -of -Way line of aforesaid Clark Road• thence run along said Easterly Right -of -Way ling the following courses North 00¢10'51" East, 257,52 feet; South 89o49'09" East, 15.00 feet; North OOm10 51" East, 2;�.00 feet; North 89re49T09" West, 15.00 feet; North OOm1.0'51" East, 644.00 feet; North 02e05'25" East, 180.10 feet; North 00atO'51" East, 145.61 feet; North 44o54'59" East, 63.93 feet to a point lying on the South Rift -of -Way line of Silver Star Road; thence, departing said Easterly Right -of -Way line of Clarke Road, run North 89o39 07" East, along said South Right -of -Way line of Silver Star Road, 1223.99 feet to the East line of the Northwest quarter of the Southeast quarter, 1292.73 feet to the South line of said Northwest quarter of the Southeast quarter; thence run South 89o40!56" West, along said South line of the Northwest quarter of the Southeost quarter, 1277.44 feet to the Point of Beginning. The abovedescribed tract of land lies in Orange County, Florida and contains 37.794 acres, more or less. FLOOD ZONE INFORMATION THE PROPOSED SITE. IS LOCATED WITHIN SPECIAL ,FLOOD HAZARD ZONE C. REFER TO FIRM' COMMUNITY PANEL NUMBER 120179-0175C, DATED JUNE 15, 1984. SCS -SOIL SURVEY TABLE SOIL NUMBER SOIL IDENTIFICATION SOIL TYPE 4 CANDLER A 5 CANDLER A 34 POMELLO C 46 TAVARES A 47 TAVARES A NOTES: SOIL INFORMAT90N IS FROM THE SCS SOIL SURVEY FOR ORANGE COUNTY. SITE DATA TABLE LOTS 1 A,1 B-6 AREA 9.95 AC. BUILDING COVERAGE (MAX.) 30% IMPERVIOUS AREA (MAX.) 7.96 AC./80% POND AREA ----- OPEN SPACE 1.99 AC./20% PUBLIC ROW SETBACK 50 FT. SIDE SETBACK 10 F>'. REAR SETBACK 20 FT. MAX. BUILDING HEIGHT 45 FT, 'LAND USE TABLE LAND USE TABLE COMMERCIAL LOTS 1A.1B THRU 6 (ONLY LOTS 1A,1B,2,8 & TRACT A SHOWN) 9.95 AC: 26.3% PONDS AND ACCESS TRACTS A-D 5.96AC. 15.8% LIBRARY (LOT 7) 3.78 AC. 10.0% PUBLIC SCHOOL/RESIDENTIAL (LOT 6) 16.76 AC. 4.4.4% RIGHT OF WAY TO BE DEDICATED 1.34 AC. 3.5% TOTAL PUD 37.79 AC, 100% 5300 WEST CYPRESS STREET SUITE 300 TAMPA, FLORIDA 33607 Ph. (813) 282-7275 POST. 80CIO.ET. SCHUH k LEGEND EXIST. CONTOUR .-----70.00._ PROPOSED GRADE ELEVATION PROPOSED CONTOUR / 10,00 PROPOSED STORM SEWER PROPOSED FORCE MAIN FM PROPOSED SANITARY SEWER SS EXISTING SANITARY SEWER - --- - SS - - -- - PROPOSED DOMESTIC WATER LINE IN PROPOSED FIRE LINE FL PROPOSED INLETS (BOX) PROPOSED MANHOLE PROPOSED CLEANOUT p SOIL TYPE 4 SOILS 1 11/25/98 MDC I CLIENT COMMENTS 2 1/15/99 MDC CITY COMMENTS 3 2/5/99 MDC CITY COMMENTS 4 2/22/99 MDC CITY COMMENTS 5 3/1/99 MDC CITY COMMENTS 6 9/1/01 IJLB CLIENT COMMENTS NO. I DATE I BY DESCRIPTION CONST. REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFI- CATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. PROJECT NAME OLYMPIA PUD (MODIFICATION) A SEC OF SILVER STAR RD & CLARKE ROAD OCOEE, FLORIDA PUD LAND USE PLAN/PRELIMINARY SUBDIVISION PLAN OVERALL PLAN DATE SEPT. 2001 STORE NO. DRAWING NO. DRAWN JLB BY: REVIEWED BY: MDC SCALE: N.T.S. 2 OF 6 DWGS. o ~-' .,\- . : . OLYMPIA . . : . I '_` ' (] -- __ -T- i -�- | / /_` ' �- | --) | | ``�~'/ ' I . . i , I \ .� - --' ); -I.. . < i ARCHITECTS ENGINEERS CONSTRUCTION CONSULTANT - --.---.- -- ---- - -- =�--L� ------ -- , ,:,-- � ------- - - - --- J --.-- � �----J------, ", n-- F- ---- - �F - -- - --- ��= �= =f - \ I - l, , -, I , -� - I. I / I , � I i A It l7l'� . �7 , I . - t m " I � `� ", / - ----- - ----- �. 2 � `�;Al 1 EY - " ' - . ".-, -.--------------. I --.------ -- -,. 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I i ME OR UNDER MY DIRECT �F `^ `~� '`~ `~� � `` ----- | | /�' ? I ARCHITECT OR ENGINEER � / UNDER THE LAWS OF THE TH|� PU� � \ `` \ �-'�RE� TO ' '� "'""'"°" '''� ` \ `- � �J� | | // // /' �� -� [ / �� ' ' \ ��- � ` !�E |STATE OF FLORIDA ' °rp. � / / �_/_�-��' `.. � . i `_- | �-y / ` � �� ~ i� ,� � AS SIGNIFIED BY MY HAND bo1 ��, � ', ` `, \,_ � ''~�, <� uAND SEAL. � / � ' ^�� ' �� ''~~ � «` � ° ' 1�7 ` \ I. }x �/� | ,� ' � \ � |��11 � ~ �� ~'~ �.�' , �� y '`' �n� n �/t^�/ ~- ' ~- �~'- ~~'~- || /. | ` / / / / �~' | .^~~ � |� ' '^" / / ' ~ | -/' \ > SEC SILVER STAR RD ? CLARKE ROAD ' �� /' / / ' / ' '^ ~^ \ �� ' �2Q71 �� ' �:� �D ` � d K \ <� �� / z '.' � -�- U /� / ' ' ,'/ ''' ', ^~ | /w�El �LEv �23 2+ ` / ,/' / '^-' -_~~~' �� LAND NN�� U PLAN / i / 't�= -�-"5^ RCP -.��D � � ' 1. / ,/ / � -�- ~.' U . ~,"° �"" "~° ~~~~"_ ru�»nm�v��omnox�v�m^/ �.��u�v�n"�v�mn / ' / ' ``' �~ ' ^~ ` ' ' ^-� -'~- �\ - / / \ ~~� � / ) . ' - --~~ | // ` / -- ,./ ~� ,'/ _-~~- \'? --- I . ``-- / �__-� | /` ,'-- / .'~' ^-_- �� '- DATE: 1 STORE NO. DR/0Y�� N0. / / '. . .-_ -~- ~' ��_ � . // ','~ ''^' '''~ ~--. --~' \��4 ~ '~_ . / ''' , ~ --~. -~-~- �� ~ | � T / '/' '',�, ~_-^-'- ''- .~ \�- DR/�8� SCALE: ^ ' ^� | ' ' ' | '' ,.' ~_~-~~' --~-' ~.--'- \�8 8Y� � �� V ~^' '' ^~ -~- . --.-_- . � ____-_-�. '-'-.~ �_-�'~_ -.- -~-_ --_ -_ / ^ K REVIEWED U BY: 1O 357 4 OF LDWGS. m VA -------- ID Tj yi 12 1 3 W!- 6' CONCRETE WALK WET DETENTION POND I TOB EL. = 134.0 NORMAL WATER EL. = 129.0 BOTTOM EL. = 124.0 5:1 SIDE SLOPES MAX DESIGN HIGH WATER DEPTH T 7 c 0 N - - -- - ------ ....... - ------ !-,.J1 ON U M D, I IjIF IV- U-,- ------- mon 0m -- m mi PqK S PL--RF0----- 7— :31 .......... If ul A (-xo Y j f PEDESTRIAN ACCESS TO BE PROVIDED BY LOT 7 AT TIME OF DEVELOPMENT 10 I i J 7 '3� III 0 ly oil �-j /* / ;It zl A/ Jill 111 —,T 132 135 —J lit T z fill r w- "'Al' � j. - I .I , �1. -I 1 � � `�+ � I� t li �.�,s':rs�-�- - � -� � /- I '� �,� �� ,:' -L! n._. V. i it L --LAtit �A-Jl Z Z' I 1 �' "7 Z. 0.14E 1—j Yr"y lil'Ry Z T J } ; (; f ( ! ! j % I (--7� ; I---_—f-_l__-- Z -LE IT T LLJ W rzI 4 [5; j ---- - ------- 00 cv) "31 . .... .... . ..... N .5' MAX. r,,,'. iI.D.. 41"x'" c,M OLYMPIA DEVELOPMENT GROUP, INC. 1461 MAIN STREET DUNEDIN, FLORIDA 34620 TELEPHONE- (813) 730-8622 TOULOUIMIS, TOULOUMIS & ASSOCIATES ARCHITECTS ENGINEERS CONSTRUCTION CONSULTANT 1461 MAIN STREET, OUNEOIN, FLORIOA 34696 -T- I= I E=- F1 t--! (:D r,-j r-= : < EB I ::E3 ) -,- ca � — r� � _--> 5300 WEST CYPRESS STREET SUITE 300 TAMPA, FLORIDA 33607 Ph. (813) 877-7275 LEGEND EXIST. CONTOUR --- 10.00-.-_ PROPOSED GRADE ELEVATION --m PROPOSED CONTOUR ---10-00 ------- PROPOSED STORM SEWER PROPOSED FORCE MAIN FM PROPOSED SANITARY SEWER SS EXISTING SANITARY SEWER c-S PROPOSED DOMESTIC WATER LINE W PROPOSED FIRE LINE FL PROPOSED INLETS (BOX) PROPOSED MANHOLE PROPOSED CLEANOUT SOIL TYPE 4 SOILS — -------- -- 1 111/25/98 1 CLIENT COMMENTS 2 1/15/99 MDC CITY COMMENTS 3 2/5/99 MDC I CITY COMMENTS NO. DATE BY DESCRIPTION CONST. REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFI— CATION ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. PROJECT NAME OLYMPIA PUD SEC SILVER STAR RD ? CLARKE ROAD OCOEE, FLORIDA PUD LAND USE PLAN/PRELIMINARY SUBDIVISION PLAN PANEL DATE: NOV. 1998 STORE NO, DRAWING NO. DRAWN BY: SCALE: —1 "=40' REVIEWED BY: 10-357 50F 6 DWGS. EXISTING SITE DATA 1. Total Acres. 37.79 acres 2: Wetlands N/A 3. Existing Zoning. : A-1 Agricultural (Orange County) 4. Surrounding Zoning. East - C-2, RI -AA; South - R1=A 5- Existing Vegetation Young pine trees 6. 100-Year Flood plain N/A 7. Soils 4 Candler 5 Candler .34. Pomello 46 Tavares 47 Tavares CONDITIONS OF. APPROVAL 1. The Developer shall dedicate to the City, of Ocoee; an additional 22.0 feet of right-of-way. along. Clarke Road and contiguous to the. western boundary of the Property. This right-of-way dedication willbe by deed to be recorded in accordance with the terms of the Developers Agreement. The Owner of the adjacent Lot shall maintain the right -.of -way prior to development. No .person or entity shall be entitled to any impact fee credits or the other compensation for or on account of the conveyance. 2: The Developer shall dedicate to the City of Ocoee, an additional 25.0 feet of right-of=way along Silver Star Road and contiguous to the northern boundary of the Property. This right-of-way dedication will be by deed to be recorded in accordance with the terms of the Developer's Agreement. The Owner of the adjacent Lot shall maintain the right-of-way prior to development. No person or entity shall be entitled to any impact fee credits or the other compensation for or on account of the conveyance. 3. Access Improvernents on Silver Road will be constructed in conjunction with the initial subdivision improvements and include the right turning lane and directional left turning lane as shown on the plans. 4. Cross access, utility, and stormwater easements will be provided as part of the plat across all PUD lots. 5. Parking for individual lots shall be provided in accordance with City of Ocoee Land Development Code. 6. The public school/residential site shall be developed in accordance with R-1AA zoning Code if developed with a residential use. 7. The City is subject to the terms, provisions and restrictions of F.S. chapter 163 concerning moratoria on 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 shall be construed as such an exemption. 8: The developer intends that all internal streets will be private streets which shall be. maintained by the property owners' association, with access granted to the City of Ocoee for emergency and maintenance personnel. This emergency easement will also be noted on any plats. .The appropriate access and utility easements shall be granted to the City over all private roadways. 9. All lots with uses other than public uses will be subject topreliminary and final concurrency review. Lots with public uses will be considered in any evaluation of the adequacy or availability of public facilities, infrastructure, and services necessary to serve the lots with private uses. 10. Impact fees for this PUD will be calculated in accordance with City ordinances as from time to time " amended, 11. The uses permitted within the commercial portion of the PUD, consisting of Lots 1A, 1B through 6, shall be those uses listed under C-2 Zoning District, Table 5-1, Use Regulations, of the Ocoee Land' Development Code, as it may be from time to time amended. Any uses under the C-2 Zoning District which require a Special Exception shall o1so; require a. Special Exception under the PUD, except for Child Care Facilities, which is an approved use under this PUD for Lots M 1B-6, and Automobile Service Stations and Convenience Cormnercial with. Gas Sales (including those with a Car Wash), which are approved . uses under this PUD for Lots 1A, 1B and 2. Lot 7 isapproved for use as a Library. Lot 8, is approved for use as a School or, alternatively, for those uses listed under the: R-1AA Zoning District, Table 5-1 of the Ocoee Land Development Code. WAIVER TABLE CODE SECTION CODE REQUIREMENT PROPOSED JUSTIFICATION TABLE 5-1 SPECIAL EXCEPTION . USES PERMITTED WITHOUT ACTIVITY CENTER REQUIRED . FOR USES: SPECIAL EXCEPTION: STANDARDS PROVIDE CHILD CARE. FACILITIES, ON. LOTS 1A, 1B THROUGH 6 INCREASED LEVELS AUTOMOBILE SERVICE CHILD CARE FACILITIES; OF QUALITY AND STATION; ON LOTS 1A, 1B AND 2 - PROTECTION FOR CONVENIENCE AUTOMOBILE SERVICE SURROUNDING USES. COMMERCIAL WITH GAS STATIONS, CONVENIENCE SALES (INCLUDING COMMERCIAL WITH IGAS SALES A CARWASH) (INCLUDING A CARWASH) 12, Unless. provided otherwise on the PUD Land Use/Preliminary Subdivision Plan development of the commercial portion of the PUD (Lots 1A, 1B through 6) shall conform to the standards. and requirements for commercial components of Planned Unit D.evelopmerits as. set forth in Section 4-51vl of the Ocoee Land Development Code and, in the :event Lot 8 is developed for single family residential use, such, development shall conform .to the standards and requirements for residential components of Planned Unit E 0 Developments as set forth in Section 4-5L of the Ocoee land development Code. 0 r� 00 13. A property: owners' as shall be created for ownership and maintenance of all N common areas; open space, retention ponds and private streets and drainage. . I `V 14. All property owners' association documents. and declarations of covenants and restrictions shall be provided to the City for .approval. prior to recording of the first plat. 15. Cross access between individual lots for pedestrian and vehicular traffic will be provided as part of :individual: lot site plans. 16. Proposed Traffic Generation (New Trips): a. Commercial 2686 TPD (from Table 2) b. Library _ 841 TPD (from Table 2) o c. School (K-5) _ 813 TPD (from Table 2) (per January 1999, Transportation Concurrency Assessment for CL Olympia PUD,. Ocoee Florida, prepared by PBS&J, Inc.) 4 0 17. Utility Information a. Water and fire flow service . = City . of Ocoee o b. Sanitary sewer. service _ City of Ocoee z c. Stormwater.management = On -site system per City of Ocoee and SJRWMD requirements N 18. All retention ponds shown ore proposed with approximate sizes and locations. 19. Water and Sewer Utility Usage Estimates: rn 0c Commercial .. (37,610 sf) (0.1 GPD/sf) 3,761 GPD o b, Librory (12 000, sf) (0.1 GPD/sf) = 1,200 GPD c. Public School (7.5 gal/day/student)(860 students) 6,450 GPD 20. Site data table: SITE DATA TABLE LOTS 1A, 1 B-6 TRACTS A-D LOT 7 LOT 8 (1) (2) DEDICATROW ED ROW COMM&ACCESS PONDS TOTAL AREA 9,80 AC. 5.96 AC. 3.78 AC. 16,76 AC. 1.34 AC, 17,28, AC. 37,79 AC. BUILDING COVERAGE (MAX.) 30% 30% 30% 30% ----- 30 170 30% IMPERVIOUS ARE" (MAX.) 7.84 AC./80% 2.98 AC./50% 2.65 AC./70% 8.38 AC./50% ----- 12.09 AC/707. 21.97 AC. POND AREA ----- 5.06 AC. ----- TB ----- --- 5.06 AC. OPEN SPACE 1.96 AC./20% 1.79 AC./30% 1.13 AC./30% 8.38 AC./50% ----- 3.78 AC. 13.29 AC. PUBLIC ROW SETBACK 50 FT. 50 FT. 50 FT, 50 FT. ----- --- SIDE SETBACK 10 FT. 10 FT. 10 FT. 7.5 FT. ----- --- REAR SETBACK 20 FT. 20 FT. 20 FT. 25 FT. ----- ----- ----- MAX. BUILDING HEIGHT 45 FT. 45 FT. 45 FT, 45 FT. ----- ----- ----- NOTES: (1) LOT 8 IS BASED ON A LAND USE WITH A MIN. LOT WIDTH OF 75 FEET PER R-1AA ZONING. (2) SETBACK FIGURES SHOWN FOR LOT 8 ARE BASED ON A ALTERNATE DEVELOPMENT PROGRAM, WHICH IS CONSISTENT WITH THE OCOEE R-1AA SINGLE FAMILY RESIDENTIAL DISTRICT. 21. Tract D will be conveyed to the City of Ocoee by warranty deed in form and substance acceptable to the City free and clear of all liens and encumbrances at the time of platting. The pump station shall be owned and maintained by the City of Ocoee. 22, As required by Section 4-5(B)(5) of the City of Ocoee Land Development Code, the Developer shall enter into a Developers Agreement incorporating all pions and Conditions of .Approval by reference. As used herein, the term "Developers Agreement" means the Certain Annexation and Development Agreement to be executed by and between the City of 'Ocoee, Olympia Development Group, Inc., and First Union Notional Bank, as Trustee, contemporaneously with approval of .the PUD. 23, All Preliminary Subdivision Plans, Final Subdivision Plans, and Final Site Plans shall conform to the requirements set forth in the Ocoee Land Development Code in effect at the time of approval of any such plans except where the requirements expressly conflict with the provisions of the Land use Plan. 24. Any damage caused to Clarke Road or Silver Star road as a result of the construction activities related to the PUD shall be promptly repaired to City standards by the Owner at the Owner's sole cost and expense. 25, Decorative site lighting to be used throughout the site will be determined with the approval of the final subdivision plan. 26. PEDESTRIAN ACCESS TO THE LIBRARY (LOT 7) FROM SILVER STAR ROAD WILL BE PROVIDED ALONG THE EASTERN EDGE OF RETENTION POND 1 BY THE OWNER OF LOT 7 AT THE TIME OF DEVELOPMENT. THE LIBRARY IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. 27. THE ACCESS ROADWAY SOUTH OF LOT to SHALL BE CONSTRUCTED AS A PART OF THE DEVELOPMENT FOR LOT 8 OR LOT 1A WHICH EVER OCCURS FIRST. STORM WATER AND UTILITY INFRASTRUCTURE FOR LOT 8 WILL BE DESIGNED AND COMPLETED' BY THE OWNER OF LOT 8. 28, STORM WATER INFRASTRUCTURE SHOWN IS TO SERVE LOTS 1A,1B-7 AND TRACTS A-D, LOT 8 WILL PROVIDE STORM WATER RETENTION AND CONVEYANCE AS PART OF THE LOT 8 DEVELOPMENT. 29, LOT LAY -OUTS FOR LOTS 4 AND 7 ARE FOR INFORMATIONAL PURPOSES ONLY, APPROVAL OF THIS PUD LAND USE PLAN/PRELIMINARY SUBDIVISION PLAN WILL NOT INCLUDE THE APPROVAL OF THE SPECIFIC SITE DETAILS FOR THESE LOTS. 30. ALL SIDEWALKS LOCATED ADJACENT TO RETENTION POND TRACTS AND ROADWAYS WILL BE CONSTRUCTED WITH SUBDIVISION IMPROVEMENTS. SIDEWALKS LOCATED ADJACENT TO LOT WILL BE CONSTRUCTED WITH EACH INDIVIDUAL LOT DEVELOPMENT. A 5' SIDEWALK ALONG THE SOUTHERN EDGE OF LOT to AND ANOTHER ALONG THE NORTHERN EDGE OF LOT 3 WILL BE CONSTRUCTED WHEN EACH OF THOSE LOTS IS DEVELOPED RESPECTIVELY. 31. THE ENTRANCE ROAD WITHIN TRACT C WILL BE CONSTRUCTED IN CONJUNCTION WITH THE SUBDIVISION IMPROVEMENTS. 32. IT IS THE RESPONSIBILITY OF THE OWNER OF LOT 8 TO MAKE THE CONNECTIONS TO THE EXISTING UTILITY STUB OUTS THAT WILL COMPLETE THE WATER LINE LOOP. 33. THE CITY OF OCOEE WILL PROVIDE A REUSE STUB OUT AT THE EASTERN EDGE OF THE CLARKE ROAD RIGHT-OF-WAY. THIS PUD WILL BE REQUIRED TO INSTALL REUSE PIPING FOR IRRIGATION PURPOSES AND CONNECT TO THE REUSE STUB OUT WHEN AVAILABLE. 34. This PUD is located within the designated Clarke Road and Silver Star Road Activity Center. To date, neither a special development plan nor the special development regulations and standards which will implement such plan have been formulated or adopted by the City for the Clarke Road and Silver Stor Road Activity Center. This notwithstanding, the developer agrees that the standards of the "Ocoee SR 50 Special Development Plan" shall govern and control development of the PUD except as set forth in the table below, State Rood 50 Activity Center Exceptions The following is a list of exceptions to the "Ocoee Stote Rood 50 Activity Center Special Development Plan", which ate approved for and shalt apply to the Olympio -: PUD Plan and the some shall be a part of the Conditions of Approval. CODE CODE REQUIREMENT PROPOSED EXCEPTION JUSTIFICATION FOR EXCEPTION SECTION ' CITATION Section V No more than two No limitation on The Olympia PUD is a stand A.2.d out parcels. `shall abutting parcels. alone development and is not abut each other, part of shopping center or mall. Section V 25 foot landscape 15 foot landscape 25 foot r/w dedication along B.2.o/b/d buffers .along; primary buffers along primary Silver Star Road and 22' foot and secondary and secondary r/w dedication along Clarke streets. streets with no Rood. serpentine sidewalks. Section V Parking lot lighting Parking lot lighting Standard State and Federal B,g,a shall not exceed shall overage 1.00 regulations require an overage 1.00 foot candles in foot candles in of, 1.00 foot candles in intensity. intensity over the intensity for many types of site, businesses. 1W OLYMPIA �i DEVELOPMENT GROUP, INC. tl 0 14e1 MAIN STREET DUNEDIN, FLORIDA 34M TELEPHONE: 4813) 736-8e22 TOULOUMIS, TOULOUMIS & ASSOCIATES ARCHITECTS ENGINEERS CONSTRUCTION CONSULTANT 1461 MAIN STREET, OUNEOIN, FLORIOA 346ge TE=L-E=F�F---IOIVE_E:<tES-1_-B>7--'AB-8B22 5300 WEST CYPRESS STREET SUITE 300 TAMPA, FLORIDA 33607 Ph. (813) 877-7275 1 111/25/98 1CLIENT COMMENTS 2 1/15/99 MDC CITY COMMENTS 3 .2/5/99 MDC CITY COMMENTS 4 2/22/99 MDC CITY COMMENTS 5 .3/1/99 MDC CITY COMMENTS 6 3/30/99 MDC CITY COMMENTS 7 1/9/02 JLB CLIENT COMMENTS NO. DATE BY DESCRIPTION CONST, REVISIONS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFI- CATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. PROJECT NAME OLYMPIA PUD ■ SEC SILVER STAR RD ? CLARKE ROAD. OCOEE, FLORIDA PUD LAND USE. PLAN/PRELIMINARY SUBDIVISION PLAN SITE DATA - CONDITIONS OF APPROVAL DATE: NOV. 1998 STORE NO, DRAWING NO. DRAWN BY: SCALE: N/A 6 REVIEWED BY: 10-357 6 of 6 DWGS.