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HomeMy WebLinkAbout2013 10 02 Public Hearing 503 Starlight Baptist Final EngineeringPLANNING & ZONING BOARD AGENDA ITEM 503 October 2, 2013 Meeting Consent Information Public Hearing X Regular Mgr. / Dept REQUEST: The Community Development Department -Planning Division requests the Planning & Zoning Board hold a public hearing for the approval of the Final Engineering Plans for the Starlight Baptist Church Sanctuary Building, located on the northwest corner of Hayes Road and East Bahama Road. SYNOPSIS: Starlight Baptist Church is requesting approval of the Final Engineering Plans for a proposed 565 seat sanctuary building totaling a 18,158 square feet in area. The subj ect property is 4.28 acres in size and is located on the northwest corner of Hayes Road and East Bahama Road. CONSIDERATIONS: APPLICANT AND PROPERTY INFORMATION: • Applicant name and address and authorized representative: Starlight Baptist Church, Inc., 190 East Bahama Road, Winter Springs, FL • Property owner's name(s): Starlight Baptist Church, Inc. • Property address: 190 East Bahama Road, Winter Springs, FL • Property Parcel ID number: 02- 21- 30- 504 -OA00 -0020 • Current FLUM Designation: Public /Semi - public • Current Zoning Designation: R -lAA (Single- family residential) October 2, 2013 Planning & Zoning Board, Item 503 Page 2 of 3 • Previously pproved Development permits such as conditional use, waiver, or variance (if any): Conditional Use for church expansion approved by the City Commission on July 10, 2006. Variance to Section 9 -278 of the City Code of Ordinances to permit stabilized grass parking approved by the City Commission on July 10, 2006. • Development Agreements (if any): Development Agreement approved by the City Commission on May 12, 2008, executed June 2, 2008. • Pending Code Enforcement Actions (if any): No known Code Enforcement actions • City Liens (if any): No City liens. APPLICABLE LAW &, PUBLIC POLICY Home Rule Powers Florida Statutes City of Winter Springs Comprehensive Plan City of Winter Springs Code of Ordinances Development Agreement, approved May 12, 2008, executed June 2, 2008 CHRONOLOGY • July 10, 2006 - Conditional Use for church expansion approved by the City Commission. • July 10, 2006 - Variance to Section 9 -278 of the City Code of Ordinances to permit stabilized grass parking approved by the City Commission. • May 12, 2008 - City Commission approval of Final Engineering Plans for a 783 seat sanctuary building totaling 30,167 square feet in area. • May 12, 2008 - City Commission approval of Development Agreement. • May 12, 2008 - Aesthetic Review approved. Approval expired May 12, 2010. DISCUSSION: The Final Engineering Plans propose the construction of a 565 seat sanctuary building totaling 18,158 square feet in area. In 2008, the City Commission approved Final Engineering Plans for a 783 seat sanctuary building totaling 30,167 square feet in area. The church was unable to begin the project. Currently, there are three (3) existing buildings located on the site. According to the plans, these buildings will remain on site. In addition to the proposed sanctuary building, a paved access aisle and 28 paved parking spaces with seven (7) handicap parking spaces will be constructed. The access aisle will allow for two openings on Hayes Road. The plan proposes the resurfacing and restriping of an 8,490 square foot existing pavement area that is located in the southwestern portion of the site. This area will be reconfigured into ten (10) parking spaces with one (1) handicap parking space. 69,475 square feet of stabilized grass parking and drive aisles are proposed. Per the Development Agreement which was approved in 2008, these areas will only be used on Sundays and Wednesday evenings. October 2, 2013 Planning & Zoning Board, Item 503 Page 3 of 3 The Development Agreement permits utilization of these areas for infrequent or occasional use on days other than Sundays and Wednesday evenings to the extent required to accommodate the need for additional parking for certain holidays or other events occurring on the property. Per the requirements of the Development Agreement, a 5 -foot wide sidewalk will be installed along Hayes Road and a 4- foot wide sidewalk will be installed along Bahama Road. Additionally, a stormwater retention pond will be constructed in the northwest corner of the site. Vehicular access to the site will be via three access points. Two access point are located on Hayes Road. The third access point is proposed along Bahama Road. Vehicles will be required to enter and exit the site from these access points. Currently, there are two paved access points along Bahama Road. Per the plans, the westernmost access point will be removed and replaced with approximately seven to ten stabilized grass parking spaces. II a I►1w 1. The Final Engineering Plans are consistent with all applicable provisions of the Development Agreement which was approved by the City Commission on May 12, 2008. 2. The proposed development is located within the City of Winter Springs: it has a Public /Semi- Public Future Land Use designation and is located within the R -lAA (Single - family residential) zoning district. The applicant will be required to obtain an Aesthetic Review approval for the architecture for the proposed sanctuary building from the City Commission prior to the issuance of a building permit in accordance with Section 9 -606 of the City Code of Ordinances. FISCAL IMPACT: There is no fiscal impact associated with this agenda item. COMMUNICATION EFFORTS: The Meeting Agenda and this Agenda Item have been forwarded to the Planning and Zoning Board members and are available on the City's Website, LaserFiche, and the City's Server. The Agenda has been forwarded to the Mayor and City Commission; City Manager; and City Attorney /Staff. Additionally, the Meeting Agenda has been sent to media /press representatives, all Homeowner's Associations on file with the City, all individuals who have requested Agenda information, Department Directors; and also posted outside City Hall; posted inside City Hall with additional copies available for the general public. RECOMMENDATION: Staff recommends that the Planning & Zoning Board approve the Final Engineering Plans for Starlight Baptist Church. ATTACHMENTS: A. Final Engineering Plans B. Development Agreement Attachment "A" CONSTRUCTION PANS FOR: STABL /6HT BAPrIST CHURCH SANC.rl1AR,vBff1lB1Nu0 WNTER SPHN069 FLO MA PROJECT DIRECTORi: OWNER: STARLIGHT BAPTIST CHURCH 350 HA ES ROAD WINTER SPRINGS, FLORIDA 327DB PHONE: (407) 367 -8678 LEGAL DESCRPTM I CIVIL ENGINEER: AMERICAN CNIL ENGINEERING s 207 N. MOSS ROAD, SUITE 211 LOTS 2 AND 3, O BO A, 12, PH DREANDO RANCHES SEC. 9 PER PEAT AS WINTER SPRINGS, FLORIDA 327D8 RECORDED IN PUT BOON 12, PAGE 35, PUBLIC RECORDS OF SEMINOLE my THOMAS H SKE 27 G CO, X92752 couNR, F1a1NDn. I PHONE (4; 7) 327 J700 CONTAINS 186,341 SDUARE FEET OR 4.278 ACRES MORE OR LESS. I\ FAX: 4DJ 327 '227 EMAIL: tomskellon ®Dellsoulh. net PROJECT ADDRESS: DEEEO Lm ARCHITECT: HB ASSOCIATES, LLC iw 1wYE9 READ ALT kO TE S AVE SUITE 1014 WINTER SPRINGS, R 32706 ALTAMONTE SPRINGS, FLORIDA 32701 HARRY B((ROM)L)EY III, PE X41637 SOILS TIPE- RIEARGy,A FAX:N(4D7) 7740479D044 131 TANWES EMAIL: hDOSSOCIOtesllc®ool.com mOROLOCIC rNRDUV A 1yNNlA RD LANDSCAPE ARCHITECT: FRENCH DESIGNS FLOW 2DNE: 5409 LAKE JESSAMINE DRIVE ORLANDO, FLORIDA 32839 INS SITE G LOCATED IN ZONE X. AREAS PAMELA FCRE7 ASLA NED DLOODNZONEPER BE FIRM SLl4DP COMMUNITY PANEL FAX:N(4D /) 7 2-77 54 HUNGER 12117CD160 F. GATED SEPTENB[R 28, 2(107. SITE EMAIL: pjfrenC h@eorthlink.nel RETIAM J �L SURVEYOR: ACCURIGM SURVEYS OF ORLANDO, INC. THERE ARE NO .lumspcTlwxL nnwxos ON SITE. 20 E. ROBINSON ST. E. ORLANDO, FLORIDA 32603 FRANK RAYM ND, JR PLS PHONE: ((407 894 -A314 FAX (4D7) 97 -3777 EMAIL: accusurvey®Dellsoulh. net VICINITY MAP GEOTECH: ECS, L.L.C. 2815 DIRECTORS ROW, SURE 500 TAX PARCEL ID NO.: D2- 21 -30- 504 - GAOD -002D ORLANDO, FLORIDA 328D9 BRUCE WOLOSHIN, PE k3fi734 PHONE: (407 859 -837$ LNDLRY CDNPAMES FAX: (4D7) 9 -9599 ELECTRICAL POWER: PROGRESS ENERGY EMAIL: Dwoloshin®ecslimiled.com N. ORANGE AVENUE WINTER ENVIRONMENTAL: MDRGAN ENVIRONMENTAL CONSULTING, INC. WINTER PARK, FL ORIDA 32789 (4D7) 629 -1010 740 FLORIDA CENTRAL PARKWAY, SUITE 2009 LTEPHEN BUTLER FLORIDA 32750 TELEPHONE: EMBARO STEPHEN )07,26D-04 P.O. BOX 490D96 PHONE: S > °7) - 446 WINTER PARK, FLORIDA 32789 FAX: 407 7760 -0446 (4D7) 283 -5405 SANITARY SEWER: CITY OF WINTER SPRINGS 11D NORTH FLAMINGO AVE. WIN0TER327RI2GGS, FLORIDA 32708 WATER DISTRIBUTION: CITY OF WINTER SPRINGS 11D NORTH FLAMINGO AVE. WINTER SPRINGS, FLORIDA 32708 (4D7) 327 -2669 PREPARED FOR: STQMIGHT BAPTIST CHURCH H e0� �� Wo 1 LOCATION MAP SEC.—D2— TWP.21_S RGE. 3_D _E PERMIT STATUS DATE DATE ISSUED EXPIRES INDEX OF SHEETS SHEET DESCRIPTION 1 COVER S= 2 GENERALNOTES 3 E7QSMG CONDITIONS PLAN 4 SITE GEOMETRY, STRIPING & SIGNAGE PLAN 5 PAVING, DRAINAGE & UTILPIY PLAN 6 STORMWATER POLLUTION PREVENTION PLAN 7 PAVING & DRAINAGE DETAINS 8 UT= STANDARD DETAINS L1 PHASEIIANDSCAPEPLAN 12 IANDSCAPESPECIFICA71ONS AMERICAN CIVIL ENGINEERING CO. CRT N. MOSS ROAD, SURE Mt mm SPRDIGS. RDRm3 92!03 PRON4 (4R0 92R -Ti00, PAC (4Di) 9RZ -0227 19 MCA R OP NIRNOR19A110N No.. OOOOM 1 TON HE 1HELPLANS. GENERAL NOTES APPLY ID ALL CONSTRUCTION AS DEPETID 2. ALL PROPOSED SITE CONS 1-I N SHALL SE PURSUANT 1D INMRNOWN 3. LL OW-N R UCTISON SHALL COMPLY OD APPLICABLE SALE. FlKOERAL. AND - AT ER MANAGEMENT MSTMCI STORM WATER - MEP NOES -NCI - LOCA L CONSTRUCTN PLAN APPROVAL - LOCAL RIGHT OF WAY USE - LOCAL UNDERGROUND UTILITIES HE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND UTILITIES ARE NOT GEARANREED AND SHALL BE IRVESTDATED AND VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO SIARTNG THE WORK. THE ENGINEER ASSUMES NO RESPONSIMLITS' FOR ACCURACY OF LOCATION OF EXISTING UTILITIES SHOWN UTILITIES STRUCTURES OR PROPERTY. THE CONTRACTOR SHLL BARE THE ENTIRE COSTS OF REPAIR ANO ?REPLACEMENT OF SAID DAMAGES. 6. THE CONTRACOR SHALL PROM E CONPLEfE AS-RULTS' INFORMATON TO THE ENGINEER RELAINE TO THE LOCATON TO ALL WATER LINES, WNTER SERVICES, VALVES. SEWER LINES, SEVER SERVICES SORM SERER LINES, INVERTS OF STRUCTURES. FINAL REIENTON MFRS, FINISH LDT GRACES AND WIST UCTON BENCH MARKS FOR VERIFICATION. THE 'M -BULT' RECORDS SHALL BE KEPT AT THE .LOB SITE AND UPDATED AS THE PROJECT PROGSESSE TWO (2) SETS OF RECORD WAMINGS ARE 1D BE PROVIDED T3 THE CITY. ]. ALL HIROMIRAL LAYOUT FOR SIZE CONSTRUCTOR SHALL BE BASED ON THE APPROVED SITE PUN AND VERIFIED BY THE CONTRACTOR'S SURVEY. B. THE CONTRACOR SHALL HIRE A PROFE4IDNAL TESTING LABORATORY AS NECESSARY TO PERFORM ALL TESTS REQUIRED BY THIS CONSTRUCMW. 9. THE CONTRACTOR SHALL NORN AMERICAN CIVIL ENGINEERING CONPAM N HOURS IN ADVANCE PRIOR 1D ANY IESTNG AS INDICATED IN ITEM NE. B ABO E. 1A THE CONTRACTOR TART F WO ALL APPR?RNCE UTIEM COMPANIES OF THE II MEW D SARI ?YORK IN ACCORDANCE WITH THEIR . POWER. TELEPHONE. GA INCLUDING E T NOT LIMITED TO NIGER. SEWER. POWER, COOKINNE, GAS AND CABLE N COMPANIES. THE CONTRACTOR SHALL SUREAS AlE THE ATIONWIION ? UNDERGROUND CORONAS PRIOR iD SUBBASE PREPARATION. It. FEDRIDA LAW X533.851) REQUIRES THAT PERSONS MAKING EXCAVATIONS IN PUBLIC A PRIVATE STREETS, ALLEYS, RIGHT -OF -WAY OR MLIIY FevNENTS WITH HAND TOSS OR DOVER EgRPMENT MUST FIRST DIMN INFORMATION ON THE THE LOCATON OF UNDERGROUND CAS PIPE LINES. THE CONTRACTOR SHALL NOTIFY THE GAS ALIT' A IN OF 48 HOUR AND A MAXIMUM OF 5 DAYS PRIOR TO EXCAVATION. 12. AL YORK SHALL SHALL BE OPEN 1D AND SUBNECT TO INSPECTOR BY AUTOM2EW PERSONNEL OF THE CRY, COUNTY, STALE, OWNER AND ENGINEER. 11 ANY PROPOSED FIELD CHANGES WHICH SUBSTANRALLY OEVNTE FROM THIS PLAI SHALL BE APPROVED BY THE CRY, COUNTY AND THE ENGINEER PRIOR 10 THE CHANGE BEING MADE IN THE FIELD. 14 UPON NGRCE ATOM THE CONTRACT? THAT THE CONSTRUCTION IS COMPLETE AND REA DY FOR ACCEPTANCE, THE ENGINEER SHALL MAKE FINAL INSPECTION AND NOTIFY THE CONTRACT? AND OWNER OF AL INCOMPLETE AND /OR DEFECTIVE YORK. THE CONfRU1? SHALL CORRECT ALL SUCH ITEMS 1D THE SAFE"""" OF THE ENGINEER AND OW ALL REWUTOM AND COVERNMEN IAL AGENCIES WHICH REWIRE FINAL INSPECTIONS SHALL HAVE BEEN CONTACTI PROPERTIES AND MWS -OF -NAY FROM DAMAGE BY EROSION. SEDIMENTATION OR OTHER PoIENTAL CONSTROLIION RELATED CAUSES IB THE CO MRACE? SHALL TAKE CARE WRING THE CON STRWTON TO AMID MSTUR I ANY EXISTING SURVEY MONUMENTS ANY MONUMENT USTURSED BY THE CONfRACI? SHALL BE RESET A ME CONTRACTOR'S EXPENSE BY THE PROJECT WRVEYOR. 17. ALL IMPROVEM EMIS SHOWN ON THESE HMS SHALL BE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH INFORMATION SHOWN ON THESE PLANS. A CON ITS WHICH RESULT IN CHANGES TO THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR 10 FIELD CHANGES. MINOR AD UST - YENS GIJSED BY VARVING FIELD CONDITIONS, INCWMNG CHANGES AND DEPTHS OF BERI.S AND MALES MAY BE MADE WITH ME APPROVAL OF THE ENGINEER IF IT 6 DETERMINED THAT THE - DESIGN INTENT IS AEI. IG Al. L LOCAL. AND SLATE AND FEDERAL ORDINANCES. MUCIES AND OR OTHER REGULATIONS REARDNG TEMPORARY BARRICADES, LIGHTS, SIGNALS, SGNAGE, ETC., SHALL BE THE RE MNSIILIIY OF THE CONTRACTOR. SAFE AND COME ENT MEANS OF ACCESS AND EGRESS TO AL PARTS OF THE PROEM SHALL BE MAJIMNINCD BY THE CONTRACTOR. C0T67RUCTION NOTES SAIWTAW SEVER SYSTEM: 1. A SEVER WILL ON SYSIEN RELATED REM SHALL BE CONS'TRUCIED CCORN, CE MINT CRY OF WINTER SPRINGS REQUIREMENTS, THE FEOMEA DEPARTMENT OF ENVIRONMENTAL PROTECTION REOUIREMEM 2. IF UNSUITABLE MATERIAL IN THE VCINIEY OF SANITARY SOWER LINE ARE FOND DURING COISTRUCTON, THE CONTRACTOR SHALL NGMN THE ENGINEER WHO WILL MR CT THE CONTRACTOR TO REMOVE THE UNSJRABLE MATERIAL AND PREPARE THE TRENCH AND INSTALL THE SEVER LINES IN AC CORDANCE WITH ATM D -2321. 3. A SEVER MAINS SHALL WIVE A MINIMUM OF FEET OF COVER OVER THE PPE TO FINISH GRADE. 4. ALL CRAY IIY MASTEVAIER MAINS SHALL BE S? 35, ASTM 3034, ASTM D3212. 5. ALL CLASS NASIENATER FORCE MAINS SHALL BE DR 21, CLASS ADO PVC PRPRESSURE 6. CONTRACTOR 10 SUBNR SHOP DRAWINGS TO ENGINEER PRIOR TO COMMENCING O CONSTRUCTION. ]. THE GRAVITY SAM FO SEWER LINES WILL TA E ARE TMEW PR? TO M TFIGTON OF THE LINES TD FD[P. COPES OF THE TAPE ARE i0 SE PROM ?D iD THE CRY MILIIY DEPARTMENT. COI TY10 ION NOTES GRADMW. 1. IXISTNG IOPDORAPM AND CONTOURS ARE BASED ON THE FOELOWING: = Q f3 SURVEWM ACCURGHT SURVEYS OF ORLANDO DRAWING NA.: SC12 -S5LOT 2 3BLK -A.M.9 z DAED: OS/18 200.5 REVISION LIE: 2. CONFLICT E SERV ICES HAVE BEEN PROVIDED AS REFERENCED ISOGON. ANY e 9 CONFLICT BETWEEN INFORMATION WITHIN THE REPORT AND THESE CONSIRLICIION PLANS SHALL BE REPORTED TO THE ENGINEER UPON MSCOVERY THE COISTRUCIM)N NOTES PANIM CONIRACfOR SHALL REVIEW THE BELOW REPORT PRIOR TO ADDING. LECENk °' o d MOTECHNICPL ENSN:ER: ECS L.L.C. 1. ALL PAVEMENT CONSTRUCTN SHALL BE IN ACCORDANCE WITH CRY OF REPORT NI(S) : 24 -IWD WINTER SPRINGS CONSTRUCTION SPECIFICATIONS. EXISTING PA LM TREE ,n DATED: SEPTFNBER 26, 2005 2. CONITAUTOR IS RESPONSIBLE FOR GRADING ALL PAVEMENTS 1D DRAIN A IXISTNG TREES, PLANTS AND SHRUBS WHICH ARE LARKED OR DESIGNATED AS M AFELY. INTERSECRONS SHALL BE TRANSEIONED TO PROVIDE SMOOTH EXISTING OAK TREE PART OF THE LANOSCAHNG SHALL BE CAREFULLY PROTECTED DURING DRIVING SURFACE WHILE MAINTAINING POSITIVE DRAINAGE. ANY PROBLEMS .° ~ CON STRUCTON. WHERE TREES, PUNTS OR SHRUBS ARE ADACENT M THE SHOULD BE BROUGHT TO THE ENGINEER PRIOR TO PAVING SO THAT R CON STXWTON CARE SHALL BE TAKEN 1D PROTECT AND REST ?E THE ORIGINAL DOW MENDAIIONS CAN BE MA ?. .v EXISTING CAMPHOR TREE CONDITIONS OF THE VEGETATION. 1 SP 10 0 H I L RlD A ARf AS MW 4. DDURRING CONSTRUCIIDN. THE CONTRACTOR SHALL PROVIDE p?dMTE DRAINAGE SUB -BASE REQUIREMENT Air- CURVE DATA 0 PROPER SqL ER ?ION CONTROL NBSURES. M NECESBAA. M. COMPACT TO 95% OF RS MAXIMUM DRY ?ASITY AS DETERMINED D = M'29'SS`� DELTA S AL SITE CLEARING AND GRUBOING SHALL BE PERFORMED IN ACC ?DANCE WITH B! THE MODIFIED PROCTOR 1EST(ASTM D -155]) Fdt TOP 10` VTIH p R = ]S.dY -ARA' SECTION 110 OF FLORIDA DEPARTMENT OF TRANSPIRATION STANDARD LBR 40 AND FBV 75 PSI. L = 56.25' RC LENGTI SPECIFEATOIS FOR READ AND BRIDGE CONSTRUCTION, LATEST EDITION. BASE REQUIREMENTS: N Al. L EXCAAIION AND EMBANKMENT SHALL BE PERFORMED IN ACCORDANCE 10 L EROCK OR CRUSHED CONCRETE, B` MINIMUM DEPTH. PROPOSED STORM PIPE WITH SECTION 12D OF THE FLORIDA DEPARTMENT OF TANSPOR1pDON -MARS A)N LBR NOD COMPACTED TO 9BV OF MAX. DRY DENSITY AS SPECIFICADONS FOR READ AND BRIDGE CONSTRUCTION. LATEST EDITION. DEIERNNED BY THE MCOOED PROCTOR ZEST (PASHTO T -18D), WM EXSTING MATER MAIN ]. AL FILL AREAS GREATER IRAN 12 INCHES IN HEIGHT SHALL BE COMPACTED SURFACE CWRSE: A N 12 INCH LIFTS (MEASURE PRIOR 1D COMPACTION) 1D 95% MAXIMUM 1 1 \2` TOOT ASPHALT CONCRETE TYPE S -III IN PARKING AREAS, 2` FDO1 PROPOSED WATER MAIN EWM) _ DENSITY PER AA.S.HS.D. T -18D. ASPHA E CONCRETE TYPE S -III IN HEAVILY TRAVELED DRIVES. CWPP.CTEO i A AL DISTURBED AREAS SHALL BE SEEDED AND MULCHED UNLESS OTHERWISE TO A MINIMUM OF 96% OF THE MAR MAXIMUM LABORATORY UNIT WEIGHT. F,.. EXISTING FORCE MAIN '^ NOTED ON THESE PLANS. ALL GRASSING SHLL BE PERFORMED IN ACCOR- 4. SPECIFICATOIS FOR THE STABIEWED ACCESS READ ARE AS FOLLOWS: - PROOSED FORO[ MAIN (FN) S DANCE WITH SECTOR 57O OF FLORIDA DEPARTMENT OF TRANSPIRATION A. STABILIZE AND COMPACT ID OBTAIN 9G% OF RS MAXIMUM DRY DENST - - SPECIFICADOIS FOR READ AND BRIDGE CONSTRUCTION, LATEST EDITION. ION DETERMR ED A THE MODIFIED PROCTOR 1EST�ASHM D -155]) FOR TOP B' - pRpppI LOT uNE G. AL DESIGNATED AREAS TO SE SODDED PER THE PLANS, SHALL BE PERFORMED VRH A LBR WAND iRV ]5 PS. - S IN A"DRDANCE WITH SECTION 575 OF THE F.D.03. SPECIFICATIONS FOR READ PROPOSED SETNCK LINE 0 BRIDGE CONSTRUCT N. LATEST EDITON. 10. THE CONTACTOR SHAEL NET COMPACT, STABILIZE. OR CONSTRUCT BASE PO?ERIY LINE (P /L) COURSE WITHIN LANOMAPE ISLANDS OR MEMANS. 11 . FINISH FLOOR EEWATIDNS ARE TYPIULLY 6 INCHES ABOVE DESIGN FINISHED -'-- RIGHT OF NAY (ROW) LINE ° GRADE Al WTSIOE PERIMETER OF BUILDINGS EXCEPT AT ENTRIES AND WHERE - EASEMENT LINE OTHERWISE SHOWN ON THE JADING PLAN. CONSTRUMN 12. THE CONTRACTOR SHALL COORMIIATE THE INSTAWIIONS OF UTLITY CONDUTS �� WATER OSTRS�TON� PROPOSED DORMER UNE (SEERS) NDOR PAVED AREAS WITH EACH NTILAFf COMPANY PRIOR M BASE 1. ALL WATER DISTRIBUTION SYSTEM RELATED ITEMS SHLL BE CONSTRUCTED - EXISTING COMWR LINE II AUA111ON. IN MCdOANCF WIT H CM OF WINTER SPRINGS, FLORIN DEPTMINENT 13 DURING CONSTRUCTION, THE CONTRACTOR SHALE TAKE O ALL REASONABLE DA ENWIRONMENfAL PROIEClION AND HEALTH DEPT. REWROMENTS. - - - EXISTING B CONTOUR LINE LUSURfS iD INSURE AGAINST POLLMNG SILTING ? OR MSTURRINC iD 2. ALL MATERMLS FURNISHED BY ME CONTRACTOR UNDER THIS SECTION SUCH AN EXTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EXISTING SHALL BE NEW, HIGH GRACE AND FREE FROM DEFECTS. i3 DRAINAGE SYSTEM AND ADACENT WATER BODIES AND WETLANDS. THE 3. pRE55UtE AND LEAKAGE TESTS FOR RAWLY- INSTALEW VAIER MIST. PROPOSED UFT SIAHION I- 0 NTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT SYSTEM PRESSURE HPES AND APPURTENANCES SHALL BE PERFORMED CONDITIONS RELATED 10 SUCH MEASURES. METHODS MAY INCLUDE BUT ARE CONFORMANCE WITH CRY OF MINTER SPRINGS AND. MEP STANDARDS. PROPOSED -FARY SERVICE NOT LIMITED 10, FLOATING SILT BARRIERS, SEDIMENTATION MSNS, SEDIMENT POTABLE MATER TEST PRESSURES SHALL BE 15D PSI; WRATON OF TESTS _I PROPOSED SANITARY MANHOLE CHECK DAMS, SILT FORCES, AMY EARLS. THE MEASURES SHOWN ON THESE IS 10 BE 2 HMJRS. TESTS TO BE CONDUCTED PURSEAM 1D ANNA CBOO TN O ipLAA OR TRW THE CORfIDERED LM UM AND SHALL NOT DEVAlE DUCTILE IRON PIPE AND 9W OF THAT ALLWPBIE LEAKAGE FOR WC PIPE. � INN SED FIRE HYDRANT a TO PROVDE PROTECTION FOR EROSION, - MENTATIN AND IURBIDII'Y. 9. DISINFECT PPROCEE MISER MAILS NFACCORdAEE WAIN AMVA CB51 C% SHMDARD PROCEDURES FOR NSFF LOW WATER MANS. = PROPOSED GATE VALVE £; 5. ALL RIO PIPE MUSH AFAR THE NSF LOGO FOR Y TRENCH WATER USE. z N 6. L PEER LINE ( SHALL BE INSTALLED HI A DRY TRENCH. PROPOSED DOUBLE 3/4' WAXER SERVICE COISTRIM:TpN NOTES DRAINAGE: ]. PVC PIPE: FOUR R INCHES THROUGH THIRTY-SIX R ( PI INCHES SHAG BE �° POOPOSED DOUBLE 1' WATER SERVICE 1. ALL DRAINAGE RELATED CONSTRUCTION SHALL BE PERFORMED IN ACCORLVEE DANA C -900 ? C9 ?, ulESi EWION. THE PVC PIPE SHALL HAVE p MINIMUM i LLRH M. JDHNS RIVER WATER MANAGEMENT. PERMIT ISSUED FOR iHS PROJECT. R) NO PRESSURE RAZING OF 150 PSI AND SHALL WE A MMENSIGN RATIO ' PROPOSED FOOT P -2/P -4 INLET 2. MANAGE STRUCTURES SHALL BE CONSTRUCEED IN ACCORDANCE WITH JOT) OF 18. PVC PIPE SHALL BE INTEGRAL BELL, PUSH -ON TYPE .PINTS - N F.O.O.T. SMNEARD SPECIFICATIONS FOR ROAD AND BRIDGE COISTRU TION, B. DIP PIPE: FOUR (4) INCHES THROUGH FIFTY -FONT (59) INCHES SHALL BE TTY PROOSED FOOT P -1 /P-3 INLET f 8 IN LATEST EDITION. ANEVAMMA A21.S /C151 WITH A MINIMUM WORKING PRESSURE CLASS 150 PIPE. _ C i THE FOLLOWING FA.0.1. CONSTRUCRON DETAILS ARE HEREBY INCORPORATED ANA' FITINGS REQUIRED SHALL BE MECHANICAL JOINT DUCTILL IRON CONFORMING ® PROPOSED MITERED END SECTION MMES) W e THEE PLANS BY REFERENCE: TO ANSI /AVVA A21.10/C110, 250 PSI MINIMUM PRESSURE RATNG, OR DUCTILE INDE X ND, DESCRIPTION IRON COMPACT MINDS FOUR (4) THROUGH TWELVE (I2) INCHES IN PROPOSED STORM MANHW[ W ¢� 1? SILT FENCES ACCORDCE WITH ANSI/ANNA M1.53/C153. JOITS FOR WCPLE IRON PIPE PROPOSED SIDEWALK M EROSION CONTROL SHALL BE PUSH -ON OR MECHANICAL JOINT CONFORMING IS ANSI/ANWA 232 DITCH BETTER INCES -TYPE T` AND 'E` MI.I1 /Cltt. ABOVE GROUND JdNHS SHALL BE DANCED WITH TS CADMIUM 300 CURB V CURB AND M]RER PROPOSED PAVEMENT AREA 500 EXCAVAIIDN, EMBANKMENT AND GRADING PLATED BOL15, NUTS AND WASHERS RAGED JDINTS SHALL CONFORM 1D ANSI BW TRAFFIC CONNDL MANDA B 16.1- 125 UT. WHERE DUCTILE IRON PIPE AND FITTINGS ARE TO S 4. PIPE LENGTHS SHOWN REPRESENT SCALED DIMENSIONS BETWEEN CENTER- BE BELOW GROUND OR INSTALLLD IN A CASING PIPE THE [DATING SHALL BE A LINES OF DRAINAGE STRUCURES AND FROM INVERTS OF HEAOWAES AND 0 ML THICK IN ACCORDANCE WITH ALAS /AWA A21.51/C151 ERE MITERED END SECTIONS. BIDDERS SHALL ADJUST FOR PIPE LENGTHS DUCTL[ IRON PPE AND FITTNGS ARE TO BE I15ALLED MORE GROUND. PIPE. WHEN BIDDING MITERED END SECTIONS. FITTINGS AND VALVES SHALL BE THOROUGHLY CLEANED AND GIVEN ONE FIELD S ALL PIPE (ASTMVC -)0. CUSNADS 111)PIPES SHALL BE REINFORCED CONCRETE DUDUCCTT(MINIMUM IRON PPE AND MTHICSI SHALL (HAVE AN LITER. "B"ECTNE ALL OF CEMENT - MORTAR WITH A SEAL CDAT OF ASPHALTIC MAIERNL IN ACCORDANCE WITH ANGI /ABWA A21 A/ 104. THE PIPE SHALL BE POLYETHYLENE ENCASED (6 COISTRLOW NOTES EROSION h SEDINENTATMIN CONTROL: UlL) WHERE SHOWN ON THE DRAWINGS. IN MCORDAANCE WITH ANSI /AAVA p2151/CI?. EROSION /SEDIMENT CONT ROL 9. POLYETHYLENE PIPE: FOUR (4) INCHES THROUGH TWELVE (12) INCHES SHLL THE CONTBA"R IS TO PROVIDE EROSION CDNTRDL/SEDINENTAWN BARRIER BE AMA STANDARD C90G LATEST EDITON. THE POLYETHYLENE PIPE SHALL HAVE (SYNTHETIC BALLS) 10 PREENT SLTATON OF NUN WORKING PRESSURE RATING OF 16D PS AND SHALL HAVE A ADACENT PROPERLY. SIREEIS AND ST ?M SEWERS. IN MNENSpN ROWN (DR) OF 11. PIPE SHALL BE THE SANE OD AS DUCTILE IRON MORON, CONTRACT? SHALL RACE 9M. MULCH ? OTHER SIZABLE MATERIAL PPE. POLYETHYLENE PIPE SHALL HAVE FUSION BONGED JdNS. FIRINGS USED ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND NTH PoLYEIHYLENE PIPE SHLL BE FUSION MINDS IN ACCORDANCE WITH AWMA EXIT THE SIZE. IF THE OPINION OF THE ENGINEER ANON? LOCAL AUTHORITIES MANDA EME EXCESSK[ MMVTIIES OF EARTH ARE TRANSPORTED ?F SITE EITHER A' NATURAL X. SERVICE PIPES: ALL SERVICE LINES SHALL BE 1. 1 -1 /2' ? 2` BLUE. pAIMADE DR BY VEHICULAR TRAFFIC. THE CONTRACTOR IS TO REMOVE AND CLEAN PC2 ?, IOTA, POLYETHYLENE TURING CONFDRNING 1D SPECIFICATOS IN AVIA SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND /? AUTH?RIES DMA. PE340B. AUGER SERVICE PIPE SHALL BE PVCP, NP OR POUEl1YLENE COHST UCTEN SEQUENCE TO MINIMIZE EROSION AND SEDIMENTATION AT PORN tt PK. � C MAZER MSCHARGE PANTS VALVE V 1. CONTRACOR 1D INSTALL SILT FENCES AS SOWN AND AS REQUIRED. ES 24` AND SMALLER SHALL BE RESUENT KEDGE GATE VALVES. 2. CONTRACTOR 10 CONSTRUCT KIND AND CONNECTING DRAINAGE OUTFAILS AT • VALVES LARGER THAN 24 SHALL SE BUTTERFLY VALVES. UNLESS OTHERWISE Rn IRIF L STACES OF CONSTRUCTION. SPECIFIED. 3. GRADING ?ORATORS SHALL SE PERFORMED WITHOUT DELAY DR PRISE 12. ALL UNDERGR D BOLTED .PINT ACCESSDRIES SHALL BE CLEANED AND O 11CONTINUD S OPERATION) UNMIL PROPOSED ?ADES PRE AEI. ALL EXPOSED 1MAHOR000 LY COOED WITH ASPHALT ? OTHER CORROSION- RETARDING Z ALL SHALL SE SEEDED D LVILCHED OR SOWED SOON AFTER LEADING TOTAL AFTER I- ILATION IN ACCORDANCE WITH SECTON 5- 14.4.52, COIS7RUCIM)N NOES DRAINAGE DURING CONSRUMM 6 COMPLETE. PAPA 13, 1935 EDITION. 1. THE CONTRACTOR SHALL INSPECT ALL EROSON AND SEgNENT CONTROL 13. ALL CONTROL VALVES THAT NIGHT INTERFERE WITH THE OPERATIO N OF THE Q SYSTEM AND /DR ALL WAIERFLW DETECTION DNICES SHALL BE MONITORED SYSTEMS F? CONFORMANCE WITH THE SITE CONSTRUCTIONS PANS AND w V ACCORDANCE WITH NFPA ]R. FIELD CHANGES. BANKS AND SAFES OF KlENNDN PONDS SHALL ALSO NINYUN WATER A�GENER/FORCE AWN 14. PRNAIE HYDRANTS MUST BE PAINTED IN ACCORDANCE WITH NFPA 291. FLOW BE CHECKED VTER RAINFALL EVENTS FOR EROSION PROBLEM6 W 0 AND COLOR PALL BE BASED ON ACTEAL FLOW LEST WITNESSED BY THE FIRE 2. THE CONNACTOR SHALL REPAIR ALL EROSDN AND MER ENT CONTROL INSPECT ?. [(CRY FIRE COME, CHAPTER 29, S CNI N (f)(B)] SYSTEMS AS REWIRED FOR CONTAIED FUNCTION. RE -GRADE IF REQUIRED, 1. THE SEPARATgN NOTES SHALL INCLUDE THE MINIMUM VERTICAL AND HDMIONTAL SEPARATION BETWEEN PoABLL 15. THE UNDEROROUND MAIN MARTNG AT THE PUBLIC WATER MILKY POINT OF TO MAIMAIN DESGN CONFIGURATION. MD SBO AND SILL FENCES AC if' TER AND SANITARY SEVER MAINS 1D COMPLY WITH RULES 62-604.40IX2)(G) - (I), FAC. AND 62- 604.900 CONNECDON HAS BEEN DESIGNED 1D NFPA 24. INSTALLATION AND IESTNG REQUIRED 10 PREVENT SILTAIEN FROM EXITING THE SITE. LK Y (3), FA.C. M NOTED BELOW . ST SE IN ACCORDANCE WITH NFPA N. 3. NW RETENTION AREAS RECL5,5RLY TO MAINTAIN WEED AND DVERORWTH $VK 16. WRING CONSIRUC110N, WHEN COMBUSTIBLES ARE BRdJGM ONTO THE SITE IN CO NTROL' 2. NEW DR RELOCATED, UNDERGROUND WAER MAWS SHALL SE LAID TO PROVDE A HORIZONTAL DISTANCE ? AT SUCH OCONST U M DEEMED NAEARDOUS. ACCESS ROADS AND A SUITABLE SITE 4. INSPECT RETENTION AREAS PER IMCALLY FOR ACCUMULATION OF DEBRIS LEAST SIX FEEL, AND PREFERABLY TEN FEEL, BETWEEN THE DUISIDE OF THE WATER MAIN AND THE OUTSIDE OF AND TRASH. PROPERLY DSPOSE ? AE DEBTS AND TRASH IN REIENBON AM EXISTING OR PROPOSED GRAINY- ? PRESSURE -TYPE SANITARY SVER, WASTWATER FORCE MAIN, OR IENP ?PRY SUPPLY OF WATER ACCEPTABLE M THE FIRE DEPARTMENT SHALL SE AREAS AND CONVEYANCE SWAGES. Ori ADELINE CONVEYING RECANTED WRIER NOT REGULATED UNDER PATH III OF CHAPTER 62 -61O, FA.C. THE PROVIDED. NFPA 1: 29 -2.3] S INSPECT RETENTION AREA WTTWS F? DEPOSITS ? BAND AND /OR SILT UN NORWONTAL SEPAROON MSTANCE BETWEEN MATER MAINS AND GRAVITY -TYPE SANTARY SEWERS SINLL 17. WHERE UNDERGROUND MATER MAMi AND HYDRANTS ME TO BE PROVIDED, AND REMOVE. BE REDUCED TO THREE FEEL WHERE THE BOTTOM ? THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE IHEY SHALL BE IN -LED, COMPLETED, AND IN SERVICE PRIOR TO 6. PERCOLATION PERFORMANCE SHALL BE EVALUATED YEARLY FOR EACH DRY TOP OF THE SEVER. NEW OR RELOUIED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING ? PROPf6E0 CgSTRUCTON YORK. FPA 1: 29- 2.3.41 RFTEMIGN AREA. THE RETENTION AREAS SHALL PERCOLATE 51 ?EO MATER GRAINY- ? VACUUM -TYPE SANITARY SEWER SHALL BE LAID SO TE OUTSIDE OF THE WATER MAIN IS AT LEAST 18. UNDERGROUND MAIN CONITACiOR MUST APPLY FOR A FIRE PERMIT FOR 1H[ WITHIN 36 HOURS OF THE END OF THE DESIGN RAINFALL EVENT. MUM Sp INCHES. AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE CUTSW ? THE OTHER STALATION OF MAINS AND HY?ANIS PRIOR TD AN INSTALLATION. NIENOCE SHALL BE PERFORMED BY EXERCISING THE FOLLOWING PIPELINE. HWEYER. IT IS PREFERABLE 10 LAY ME WATER MAIN ABOVE THE OTHER PIPELINE. NEW OR jjFFPC //NFPA 1: 1 -10.16] P_ CURE: REEDCAIED, UNDERGROUND WATER MAINS CROSSING AA EXISTING OR PROPOSED PRESSURE -TYPE SANITARY 19. THE PRNAIE UN3ERGOUND WATER MAINS SHALL BE INSTALLED BY A LICENSED A. REMOVE 4 1D 6 INCHES OF RETENTION AREA BOTTOM MATERIAL AND SEVER, WASTWAIER ? SORMNATER FORCE MAIN, OR PIPELINE CONVEYING RECAMEU WATER SHAEL BE LAID FLARE CONTRACTOR CLASS I. II, OR V. COMBINATION MAINS (SNARED DOMESTIC SCARIFY BOATED BOTERI BO THE OUTSIDE OF TE RATER MAIN IS A LEAST 12 INCHES ABOVE DR BELOW THE OUTSIDE OF THE OTHER D FIRE WPRESSION SERVICE) P TO THE DEDICATED FIRE SUPRESSON G REPLACE IXCAYAlEO MATERIAL WITH CLEAN BAND MATERIAL 1D PIPELINE. HOWEVER, IT IS PREFERABLE 1D LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. SYSTEM PONT ? CONNECTION CAN BE INSTALLED BY A LICENSED UNCER?OUND DESIGN BAD AND SEED AND MULCH PER ORIGINAL DESIGN. 3. Al THE MILKY CROSSINGS MASER LED ABOVE, ONE FULL LENGTH OF MATER MAIN PIPE SHALL BE CENTERED EXCAVATOR OR SITE UTILITY CONTRACTOR. [FLORIDA STATUTES ­1321 AND 6135191 ABOVE ? SELOW THE OTHER PIPEUNE BO THE MATER MAIN JOINTS WILL BE AS FAR AS POSSBEE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SD THAT AE WATER MAIN JOINS ARE AT LEAST THREE FEET FROM ALL ANTS IN VACUUM -TYPE SANITARY SEVERS. OR PIPELINES COWN. RECLAIMED RATER REWLAIED UNDER PART III Of CHAPTER B2 -610, F.A.C., AND Al LEAST SIX FEET TRW ALL JdNTS IN GRANTY -OR PRESSURE -TYPE BANTAM SEWERS, WASEWAER FORCE MAINS, ? PIPELINES Rm 2 DF. 8 CONVEYING RECAMED WATER NOT REWLAIED UNDER PART III OF CHAPTER 82 -610, F.A. C. W - f ' al EX FIRE STONER NE RD., OWR: NROX I —El ---------------------------- a r --------------- --- ------- - Av� E ZMNIN Ek 1: ------ REEN.-I N 89'06'37" _375.-00' -PLAT -- -------- OXNEI - — - N 89-07'36' E 375.07- EAS (D el 0 s ------- D. 3W ­E 3W 41 (D - --------- ----- --- RilN. IL JE. EX. ­LIZED -------- _- I IN / x , R I�N ------------- ----------------- ------------------------------------- ,EX. ------------- ------ as E%NFE EX V� mo ---------- -DEL Z;- KEL zDNXNG : " , - - I NO ANDUM OU. ORNER OWNER: O�IF 11 Z=N E NO KRICING o EX D L - --------- ­EL f: ya C) ZDXXN. ANOLS L. EEN- X ORNER ­1 1 RREEN 1. ----------------- z R b� --------- R/11 &GN ------------ e EXRN NO MRONG1 z MRKIN. e R SIGN " UEe . ER i 0 0 ID 0 0 E�XN%Nl P�F -we :E�EN0 EX. FIRE (50'R" EX. "EZ' '11NV'1'�A ooeo Z­ R_C' RUSE: R—L XEXXEN- OWNER ­ I — 3 8 a I PARCEL j: RB-R.7-W!¢W 001 m Z". o OUSE:YrnL4WHC. A OWNER: jIW SPAyGS x w V' l l �✓ I I ) �, / rrf __ —LNG j: m- - S3- aFOo-omo ZONING DusE: e"-&A OWNER: LuxAU1n "'_�EXISIING FIRE ­ STONER CONSTRUCTION ACCESS SIGN TO BE RD. INSTALLED AND SHALL BE THE FOLLOWING: ® ®® A. SIGNGE SHALL READ 'FIRE DEPAIIMENI P.CCE55' AND SHALL INCLUDE SITE ADDRESS. B. SIZE: THE TWO -SIDED SIGN PLATE SHALL BE A UN Of 9X9 FEET. aACEL �: o>- RL- To-sw- omo-oom C. COLIXi: THE SIGN SHALL HAVE A RED ZONING X- BACKCROMD WITH A WHITE LEGEND. VNOAE: Ld AGMAX, D. LETTERING FOR THE SIGN SHALL BE FDUR OWNER: -UMA x t ORO A .—X X INCHES E. ADOREIS ON SIGN SHALL BE TWO AND ONE HALF INCHES. F. _0CAl ON A SIGN SHOULD BE INSTALLED Al D EACH PDA0 OF ENTRY. yam. G BOTTOM OF SIGN SHALL BE SIX FEET ABOVE GRACE DN PDSR. N W6.E S G. So• w' SCALE: I. = ]D' PROJECT DATA: UG.415 S.F. TOTAL IMPERVIOUS AREA: TOTAL AREA: 1BG, I.F. 4.28 ACRES EXISTING ZONING: R -1m E M-1. BUILDING AREA: ..- s.F. ('.-) EXISTING: 15.425 S.F. (a.x) PROPOSED: 1B.,. S.F. (DS.1x) IMPERVIOUS PAVEMENT & D.11 PARCEL MAXIMUM BUILDING HEIGHT: SIDEWALK AREA 7.925 SF. EXISTING: S,az1 sF. REAR: PROPOSED S /W: A,- F. I(—) PAVEMENT AREA: 'S._ S.F. 01ax) EXISTING TO REMAIN: e.490 sF. (a.ex) PROPOSED: 21.424 S.F. (11.Sx) 'I GRASS PKG & DRIVES: UG.415 S.F. TOTAL IMPERVIOUS AREA: 1Ao. I IF. pssx) PROP. OPEN SPACE: 4S.ws S.F. (z4.4x) PARKING REQUIRED: IC RAMPS 8 III SEATS a (1 SPADE B SEATS (O.STf1 OPEN PLOY ^�5) E M-1. 'INENf 5�65���� ) i INDEX B01 =G YB(15FM PARKING PROVIDED: 21S SacES N 26 PAVED SPACES (] HANDICAP) 117 GRASS SPACES EXISTING GRAVEL D/. HANDICAP SPACES REQ'D: TO BE REMOVED ] FOR 2o1 -300 SPACES PROVIDED F.A.R. PROVIDED: D.11 PARCEL MAXIMUM BUILDING HEIGHT: u FEET ANGUSE 1. REQUIRED SETBACKS: OWNER: .uw1 .. t vWDi s rrx1 FRONT: BS FEE] REAR: zs 1 SIDE: 1D FEE] S. FIRE DEPARTMENT ACCESS R MCORNNCE WITH 102.] S, \C Al THE START OF A PRO.IEC MANED THROUGHDO .1 TIES DR �NFPAI, 1819). S (Ty,.} PARCEL /: N 9D1 DBPo-ONO H/C RAMPS & ZOOMING ABLE INDEX OUSE: 1 x OWNER: GW 1 L DARM LEGEND: 65.915 IF PROPOSED GRASS PARKING AND DRIVES AREA 21.424 IF PROPOSED PWENENI AREA 1.490 IF EXISTING PAVEMENT AREA iD BE RESURFACED & RESERIPED 9.104 IF PROPOSED CONCREIE WALK 1,100 SE 1111 -11 AREA TO BE REMOVED ACCESS ROAD SIGNS TO BE INSTALLED AND SHALL BE THE FOLLOWING: _ _ OF THE ACCESS ROAD. C SIGNGE SHALL EXTEND FROM THE PARKING LOT TO THE END OF THE ACCESS ROAD. U. SHALL READ. 'TIRE DEPT EMERGENCY ACCESS Rao E. SIGN BLANK MINIMUM SIZE 12•X12' AND 0.010 'MURO;>0�'I:BIMIL]]iFi WIL LETTERS. WORDING SHALL READ, NO PARKING FIRE ME BY ORDER OF THE FIRE MPARIMENI`. THE SIGNS SHALL BE WITHIN SIGHT OF TRAFFIC FLOW AND BE A LNWIMUM OF 0 FEET APART. � O ��ee W Ear � Z Nda W N O IR 2 3 -4D g R a '� 1 1D' BERN . ° M— H L b a STD M ANE PRJT A A PN WILL BE INBTALLE f IXbrT sv «I f6W TOP [EEL 59.5D a m N } PLe 1 35 y yTpHE- PRE�IWE lEf R 1 1 Jr Im °LL E EX. GREASE iIN ��� STONER r f FDOT'hliE C' INLET -" °y ® PI{Nq�Sf 6 69 F / FAN B�YC F ola X65 — _ _ 8 — --------------- N 89'06'37" E 375'OO= 2 TAI G F J75.0)�MEA6 \ — — m 1� F -' CCESS o L L+ N� MITEREOE FOOT INDE - l L sIt a awa RENONE EXISTING 1 app I II s 1 ID'.5% I ° { � \ D ' O D. W U h h RCP . .4 ° ° FEMDE2INM•IN i �IICP i H j -TYPE _ \ e. I I 1 FDDT C '.N i.)Ja' I 3 YES — 3 > - MITERED END SECTIDN FDDT IN 75NO. 272 s 7 - ��NE E 7 TiRY — SAN A MANHOLE OP fL N3 + Y° 3 i _I SR 7 z7 \ N '� 1 1D' BERN . } BrcR. SEkJY� PRJT A A PN WILL BE INBTALLE f sv «I f6W \ 59.5 a a m N } PLe 1 35 y yTpHE- PRE�IWE lEf R 1 1 MMN. ° °LL E EX. GREASE iIN r f ® PI{Nq�Sf 6 69 F FAN B�YC F — G F F o I ¢ ¢ R l L sIt s�� RENONE EXISTING 1 app I II s .RED ENO SECTION e ° { � 1NN U U h h RCP . .4 ° ° H MITERED i H m �R ... W E EX. FIRE & WATER ♦ a SERVICE DETAIL N.T.S S SCALE: I. = b' LEGEND: 6CIURGE NOTE: CONDDIONS WW NMRANT 21.424 SF PROPOSED PAVEMENT AND rv`z rv`z zz 101NL CRngNG AND /OR IS IS IS NDN coumoL Fnc Lrc Es To k k k NiInLLED ni 1HE PdID B. 8D ALL DISLINAGE IN IWYEG � EXISTING RM AREA 10 BE RSU RDED ! RESTRIPE D u v u ul Ul a ), SUBIEti TO CINS p p rc p p rc ECllgl. o v ... . EL-1. 0 PROPOSED fLEVMIDN PROPOSED OFA INGf FLON ry PROPDSEG STORM PPE d INLET ry $ g $ D ECTION NDS E 272 a O FIRE DEPARTMENT NDTES. n I. FDC SIGNAGE SHLLL FOLLOW THE SEMINOLE "fINLET COUNTY 'GUIDE FOR FIRE PROTECTON SYSTEM ND. 232 SIN, E' N Lu R. PRE FLON REQUIREMENTS FOR THE NEW BU LDING CgSTRUCTpN WLL MEET NFD I, � � g z S[C110N 18.1. C )STRNG iRE HYDRANT N­ LOCATIONS MD W < IDON NEf15 N I, APPENDIX THE NE THE NEW BUILDING. W gd6 5T27.2 S FDDT -TYPE CSINLET FDDT INDEX ND 232 'x�i (Raj .ti.z5 xz ls) ssss xi Ix) 55.33 5 2 a o a �N Z o: a 1. OF SEVEN AND ONE HALF FEET ()'6� IN FRONT OF A 3 FRONT OF NO i0 THE SDES OF THE FIRE HYDRAM. WDH n FOUR FEET 19') CLEARANCE TO THE REM OF Z THE HYDRAM. } FRONT OF A DF SEVEN AND ONE THE FEET (7'87 N Q FROM OF S O i0 THE SIDE OF THE nFEET (7-S CL �e 5 DP g N LEGEND fi EXISTING AR M BE CLEARED DURING TREE CHART sufiorvmox UJI-Eff- ------ LOCATION OF SILT FENCE ---------------------- LOCATION OF SYWHETC SALES w ----------------- soo -3uu 75 N 89,MV37 E -0 Or '�S" E 37507' � '�S ---rENCE Q / 7-77�71�' 2: M --- (D Eb ,�) & - - - - - - - Ve el Ell . ...... —1 —x X l —x 60 SCALE W, ------------ 11 SILT RACE -------------- --- ---- ----- IS '11 G 7 1; z, Int If - ------------- - ------ ------- SAT PENCE `.`z ..... ..... 1Z. P4 pN . ..... F4 o -:4-L .. ......... !s 4%A 24 ID `­7 it I IS a .. ...... ......... L — — — — --1 f 171 a TREE PROTECTION BARRIER MAIL NOTES TREE PIRDTIECTION REQUIREMENTS 12 ALOL SEE 10 BE WED SHALL BE PROTECTED WIN TR E PMECTON BARRIERS. N TE CLEARING OR GRADING IS TO COMMENCE UNTIL ME PROTEMON BARRIERS AND SKAJAUGE ARE IN PLACE AND APPRONE BY THE CRY AREORST OR HIS DESIGNEE. ID 3. EXITING TREES SCHEDULED 10 REMAIN ARE TO BE PROTECTED AGANST UNNECESSARY GUTTI , BREAKING. OR SKINNING OF ROCTS: P. SKINNING OR BRUSING Of BARK; S E. EX NONE ING OF TREES BY SROCKPIUNG CONSTRUCTION OR EX-ADON MATERIALS WITHIN DRIP-LINE; PAR MOT OR VEHICULAR IMEL; arm R -UME: AND ------- I. A CH CHEMICAL OR PETROLEUM FULAM 0 — — — --- — — — — — — — — — AN KING VEHICLES WITHIN DRIP = ::Ll — — — — — — — 4. NOTHING SHALL BE PLACED WITHIN THE PROTECTED ARM, INCLUDING M NOT UNITED TO CONSTRUCTION —1,, — — — — — — MEN 7 — — — — INERY, CHEMICAL, OR TEMMRRY SCIL DEPOSITS. ------ 71 — -------- 5 GAUUMEB FENCE S TO K 4 HIGH (MINIMUM) WITH 2.4 POSTS AND (2) 2.4 BASS Al 2-FEET AND 4-FEET ABOVE ---------- GRA E AND SHALL BE SET DEEP ENOL- IN THE GROUND TO BE STABLE MTHM ADDINAIA- SUPPORT. ALL GRRER FIENCING SELL BE PLACED NO CLOSER THAN THE DRIP -LINE Of THE TEE OR 10 FEET FROM THE JALNK OF THE TREE, WHICH MR IS GREATER TREE PROTECTION SIGNAGE DRAL 7. IN CASES WHERE A ME HAS A CALIPER 29 INCHES OR GREATER, TREE BARRIERS MAY BE LOCATED CLOSER THAN B THE DRIP-UNE, BUT � WHEN APPIEVED IN AMAICE Bf THE CITY FORESTER. . CARRIERS All WHEN PLANS REQUIRE PAMNIC, E—ING, OR HARDSCAPE INSTALWON WITHIN THE PROTECTED ARM A --- — — — — — — — — — — — — — SHALL K LOVED BACK 10 A SECONDARY LOCATON, APPROVED BY THE CITY FORESTER, 9 THE EDGE OF VOW. WORK WITHIN THE TREE PROTECTION BARRIER MUST BE NNE BY HAND. EXTRA CARE MUST BE TAKEN Al THIS TIME 0 0 0 0 BY THE CDNFRACTOR TO INSURE THAT NO DAMAGE ID THE TREE OCCURS DAMETER TO BE CUT, THE CUT MUST BE A CLEAN CUT V911 A APPROVED ROOT SAW AND HIM A TRENCHING MACHINE. CHAT CUT FACES OF MOTS WITH AND WHEN CONSTR ON REQUIRES ROOTS (OF PRESEMD TREES) WER IN EMULSIFIED ASPHALT OR OTHER ACCEPTABLE CCAIING. FORMULATED MR USE ON DAMAGED PLANT TISSUE. EXPOSED 31 ROOTS ARE 10 BE TEMPORARILY COVERED AN NET BURLAP ID PREMENT DRYNKS AND THEN MERED WITH EARTH AS !" ® S E .1 ', — I BA"A Lit ROAD GSDO AS POSSIBLE. INTERFERING BRANCHES WAY K REMOVED 9 THE MCBEIRON OF THE OWNER OR HIS DESIGNATED REPRESENWIVE - - — - — -- BY A CERTIFIED AEORSTL LICENSED FOR WORK IN THE CRY. (ar gum 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAKMADHIG WATER 10 TREES AS REQUIRED TO MAINTAIN THEIR HEALTH DURING THE CONSTRUCOR PERK. 12 IF TREES AM HARMED THROUGH THE — OF PROTECTION OR THROUGH NEGLIGENCE ON THE PART OF THE COW MR, THE CONTRACTOR SHALL BEAR THE BURDEN OF THE COST OF FAIM REPAIR, OR REPLACEMENT 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING TEES WHICH ARE M—D IN THE CONSTRUCTION OP RARM. IN A MANNER ACCEPTABLE TO THE CRY, SUCH AS .. THE CONTRACTOR SHALL EMPLOY A OUNLIFIED TREE SURGEON TO REPAIR MAJOR DAMAGES M TREES AND 111L­. 11 SHRUBS, PROMPTLY, ID PREVENT PROBARCESNE DDEROMION MUSED BY THE DAMAGE; OR 10, 12111 D. THE CONTRACTOR SHALL REPLACE TREES DAMAGED BEYOND REPAIR. WITH FOR (4) FEES OF G'M"R QLMDIY AND SPECIES, SOM TO MATCH THE LARGEST TREES OF THAT SPECIES. BEING PLAITED AS PER THE LANDSCAPE PLANS, � -L- 6 - 8 RAMP 4.0 S/W EDP EL. S' IMYES R0. 40.0' - PKG- MINCS Sal'kG SIZED S IS El. 121- A PA ING By "BM DISABLED PERMIT 2. EL II,l I-MOCAP RAMP FLUSH WITH-/ EDP D I T -Ul LIIENI .1 BS1111 -1" El I-E MEMENT ELWIN 'UNLY 1�oITLT�T'S`lol. G�NS3�G 7FT EL IM TYPICAL HANDICAP RAMP MAX�0'0'NE I I INI -N IE-11D 111 1111 IIIIE IL II I N1, $2 0 N IU I 113 LINE WIM-1 TIEN NO- GRISS RKING M BE STUBILIZED TO A IN DEPDH .1 TO V/ HANDICAP PARKING STRIPING A' FOR SINGLE SPACES FOR'S�PE�R'CAT'UNS EFDA�0 T-l. F. SO PSIN' 2' .2'DA. STEEL TUBE EL 1- EXTENDED INT) COC FILLED SECTION ('A--� NI PIPE FINISH . . . SCALE: 20' H 2' v EL a2,1 12* DA. CNE. FOUN TON, =D RETIEW"I'DINESSOD EL Il,o ELM FINISH IRS l 1 IN HANDICAP' PARKING SIGN er F.F EL. IL II I N- -V. AI EL 1- VAR r�RD SO 2 Xi 4 4 PARKING PARING ER- E 'Ill E L v HK F IL ... BID E L 11,1 SHOWN - EL %i EL 11,1 GRADESUNEIL TON NOTES EL, I- AIG DE GRASS FIRING TO BE SLIBUZED _D _H EL, IlU I-EA I IL 11 1 I A III ES lathos D' -.D 1-1. F. . PS SECTION G EFECTA LE WARNING SURFACE PER FOOT I PAGE I OF SCALE: 20' H \,_7 4'(WP) °B BeBE SECTION "BIESEP 'CHFEIECTAT20NS 2- v I, E La�\ I SCALE: 1: - 20' H k F4 r� \,, �7 P/L 1 2' ER- EL, III V MHIIE I- IIHITE SIRIPE 2E' �ERH. I IB' D. ,STABILIZED SEEDTll-CH PLAN VIEW 4--D- US Mv. SDD EL 11 S AM- F.F. EL EL - S/W RAMP DETAIL —.NN— ... I TYPICAL PAVEMENT SYMBOL FOR ll° El E EL, I- - 1- HANDICAPPED PARKIN EL, - EL, I- EL, 11,I EL, 111 3/4 DRY RETENT"N SIABB' 'I NDTE�' AREA EL, 11 sa.o GMSS A W I "Knr'"ID'UtuA� 4 4 T. '�AEALT=... SUB BISE A ED HIT OF 1- 1. F. SO P� \ ISDFIDM EL. EL III TURE SECTION EL sap 7 EL 11 SECTION F 7 --dow, TE SCALE: 2 SUB. EASE D' H 2' V CONCRETE CURB a. ..w 1 B2.10' 1 S, -CS RG. Y.T.B. PLAN VIEW EL III EL, 1- MR IL 11 1 EL, 1- DF FF EL. III,11 'W T ew-'ww- "S IL Io MEET EL, �2,� x. creep[ pRNE EL 11. 1, � EL 4 L _�":2 - DF.-- S'll ,tfM EL III IL 'S. :- --"-T- NI -AEf G- PURNIN. T. -I I'W-ED 18"EVI-El.. EL III GBES DMS 10 BE M LUED EL 11 IERIMETER. CURB .OF T-1. 1. SO PS TO A MN. DEPTH V 10 INCHES FRO VIEW EL IIS AND CEMPACIED 10 99 PEREENT EL, I- ASPHALT RUN ) EA SECTION SECTION - REBUR 127 F.D.O.T. MODIFIED TYPE 'C' INLET 7) WHEEL " CONTROL STRUCTURE 11 DERILS SCALE: 1: 20'VH 7 WHEEL STOP 2' 4) N- -N- 7 8 VARIFS RTES of AasmO IL JI iL J1 ILL PPEEAALE :. TEE "Ill EL ENT D R CAM NOTES RE 1-1— of ITIL E E PPE N TO MANIOLES S1 �L BE GaBE AN1.LE INEENT o BEND 114LL BE 1EA11ED —TRIED ,nE - PET, "E -�, aA Su Mu GRDU, DROP CONNECTION MLANHOLE WALL WALL OLE � LnwnucNITEEL EF01NO— `aiaE cLnua DIP T, PRO MANHOLE INVERT I1 coNNEC,os DIP iN,AT TYPICAL CONNECTION FORCEMAIN CONNECTION MANHOLE CONNECTION DETAILS ws. oe,ou s -s -oo BE., xm.E rawxo sxxrxre PLAN VIEW m ra unm rcwnuEn � Ix. xsm rox. sxaE suxeE slzE —Es PROFILEx SEWER LATERAL DETAIL vz �o-a.xxx,o E xEwm. - x A e P. BELL , I.E.I. SPECIAL DETAIL MIN I. CLASS 'A' BEDDING-SPECIAL CONDITIONS �59 _ - ax:xttL :97 y rrzxw ux. i [U ."I A' + is mommo .o vv-sn sOT— rouxw,ux rox xox- /z u . u PBOBN 3 S1 Ill A B=IN OR OR BE "I PUE EITEND wn[txL'mExEx usx�ow`srzxp x� L nex xx • xo m TBE OQ CLASS "B" BEDDING - NORMAL CONDITIONS nxo en ix mnExs. SOLD` ix xxEVS ,o a wveo PIPE BEDDING & TRENCHING DETAILS C �T Al sEWES (csa Y a� F.IEE ax] �- A MIN T. 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DA-TT, -11 Il- All- Al- -I-AY I THI, HT111111 A 1-D 11 A 7111 1.11 IN IS11111 ll AT, -11- L- HA lIN­ 1L11H .1 AL11IS- IFF-S III ST.111I I'LANTS -TWEAHLI SEE A111 11111-1 1, P-1 Il IIIIIIE IS Anl, AH IS A A Tl1`1Zn`AIn TINKH"ITIL IS A A, III I 1� L -5 All III I I 3 I-1 - -LAT-L HIALHAA OF THIN SlRHHT TILS TZ `I'Ll A—— L'Al THA 'ILTEALA. TA.LA1 11 -) 1�-H H- N S L- FISH 11�TI A ALL ASEALE A, A H.LAAE 1 1- 1 ITH - I TIE SIHISLA 111 1111 ll AT I LE Al TE-He ILL Ill " "T"" AHD To K�EP LITS ES A.y FSAAfn All H-L-, "I IAL FA "A "A 1 7' ­ I . H SI 1111SATIAH 11 lF=';1TE1`nL-1'Z1SA11 T-111111. ALIA., HL-11, gmyll w 4, Seal J -h RLA See[ LA4 775 6125113 bldg & pond Revisions L) rL L) GO CO 0 U LL N to CID cl 01 (1) (5 � Fn �: LAN x � s - I.wNa,< � sEm6cmx oExmY n vasvrt a. Wuxm ti0 ' g NOTE: " Io `O m U MNN 20' vU SEOF 113W van - -- 4 cu-anAxcc ov i3 s' -. - -. es I N b9 06 37 E 375 06 111 y raqu 3 _ N830J36 E 3>53J MAS. mew„ „m od ass d r oa g ®ae: 10521sf �- =� .tsf sod L. IS n sod �- �weddn l7� s 5f2�� bs sod m sand „ 2 I - s *: I Io a x r Lam* 0,...g, o Ic0 �./ = d o - 1- L mho LU Al g 5 � M W99 Y 10 m nl� G b V e ,e II I 1 1a� I I STONER R0. rrACa - ... -.. saa -oeoe -oar N�� ZfMNG h -North M UNWSE Low o[xs � - .- �� Seal LA #775' - o sa 16 60 30'15' 0' r - _ i _ 6/25/13 bldg 8 pond -- 2R Revisions 6 removed tree# vanety size replacement t; ` 163 Palm '1d' 2 ,omPO.ary ae�o,. o ,meo 162 Palm 12" 2 161 Palm 12" 2 160 Oak 1G' 4 399 Palm 12" 2 a tlaa 430 Oak 8 1 Ems �soa oyhs�,o,h e�o eCS Ona PoS „meo.�er. 430 Oak 8” 1 as 1, a�etla- no# Palm 10 2 wr. no # Palm 191 2 total oaks required 7 N° IS total Palms required _ 12 1 e� tlws. PARDO, k ZONIQ wmug: lamp sag aPEO sY.EE,rwma:aaa a s uRESe »,max x. a �a a LY✓DUSE OMNER a�6Lm L �w� lam Y 5 TAN' PLMME CCM C NANE� 6 G xaRaCr.B Vo nt' P NJUpTel6 a usOM1 us TALL VeRCaeEN a t6 �Rr O,6ytpO O6 t6 O O 4tB .� trsmluc n 2�W 375660' M,CAS "�aEe W'v omv tled NanCBat�l M 0 f C M H AMA ROAD v. H 68 PA Plumbego - -_- M PO Acar RUbrum (50' a "Cal.3 T sM —N.1 RIO ouo s sho PGL RIEN -. MI a aha FICAL EVERGREEN SEMI —vn iIROPCAL - Y-w TREE-1 EVERGREEN YES snma: son EReR YES _ _ ssnoum 'RiOP OAL ERVI YFI N 17 as shone IF-SAL - 'EVERGREEN YES _ as shown Ma— -_ EVERGR =_EN YES mavIGAL EVERGa=_EN' Y -wn 'IRO - � EN ES YES O M c r� e nmwn 3o'O HR�B =_ -HIE EVERGREEY YEs t m o U ti u vi m CIO ot� m� �n Q Q cu-, E c1 -z ❑❑ Q Q Q Q O AHD- ❑❑ A„U -, u. „o ❑❑� - w ----------- Li mom, ❑m iiiiiiiiiiiiiiiiq -- H411CId I I I I I I I I I I I —LLL1 EL TAA-�, I m o •� ,•• t�Tf 9 CI�J to nls m FE ma / �❑❑"I G� b b b b b NORTH FLOOR PLAN O & NORTH OBAPTISTRY PLAN 2 SCALE: 1/8 " -1' -0" �D PLAN SUBMISSIONS & REVISIOrb �. > N,NEacrs,c r } STARLIG HT BAPTIST CHURCH SHEET INFORMATION ANNOTATED FLOOR PLANS ALP P / BJS A2.1 A2.1 Attachment "B" THIS INSTRUMENT WAS PREPARED BY AND SHOULD BE RETURNED TO: Katherine W. Latorre, Esq. Assistant City Attorney of Winter Springs Brown, Garganese, Weiss & D'Agresta, P.A. I I I N. Orange Avenue, Suite 2000 Orlando, FL 32802 (407) 425 -9566 tall nIININININININNINNINIIII MIN lilt MARYMNE MOREAE, CLERK OF CIRC'OI7 CUJRT SEMINOLE COLWY BK 07011 Pgs 0068 — 76; (9p9s) CLERK'S ## 20088068281 RECORDED 06/12/8008 10:08:43 AM RECORDING FLES 78.00 RECORDED BY T Smith FOR RECORDING DEPARTMENT USE ONLY STARLIGHT BAPTIST CHURCH DEVELOPMENT AGREEMENT THIS STARLIGHT BAPTIST CHURCH DEVELOPMENT AGREEMENT (the "Agreement ") is made and executed this o2 4 day of �71ti/--2, , 2008, by and between the CITY OF WINTER SPRINGS, a Florida Municipal Corporation ( "City "), whose address is 1126 East S.R. 434, Winter Springs, Florida 32708, and STARLIGHT BAPTIST CHURCH, INC., a Florida Non Profit Corporation ( "Owner "), whose address is 190 East Bahama Road, Winter Springs, Florida 32708. WITNESSETH: WHEREAS, this Agreement is related to the development of certain real property generally located at 190 East Bahama Road, Winter Springs, in Seminole County, Florida, legally described herein ( "Property "); and WHEREAS, Owner is the current fee simple owner of the Property; and WHEREAS, Owner currently maintains a church sanctuary and related accessory and recreational facilities on the Property; and WHEREAS, Owner desires to expand the church facilities on the Property by constructing a new 30,167 square foot sanctuary containing 783 seats, as well as offices and classrooms ( "New Building "); and WHEREAS, on July 10, 2006, the City Commission granted Owner's request for a conditional use of the Property pursuant to section 20 -163 of the City Code to expand the church facilities; and WHEREAS, also on July 10, 2006, the City Commission granted Owner's request for a variance pursuant to section 9 -278 of the City Code to allow stabilized grass parking on the Property to accommodate the New Building; and WHEREAS, the City Commission's conditional use and variance approvals were both subject to certain conditions; and DEVELOPMENT AGREEMENT City of Winter Springs / Starlight Baptist Church, Inc. Page I of 8 WHEREAS, Owner has submitted a site plan to the City for review and approval by the City of the New Building and parking area; and WHEREAS, the City and Owner desire to memorialize in writing their mutual understanding regarding the conditional use and variance conditions of approval imposed by the City Commission, as well as certain other aspects of the development of the Property, under the terms and conditions set forth in this Agreement; and WHEREAS, in addition to Owner's compliance with all City Codes, permitting and construction not in conflict herein, the City and Owner desire to set forth the following special terms and conditions. NOW, THEREFORE, in consideration of the mutual promises, covenants and agreements set forth and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties agree as follows: 1.0 Recitals. The foregoing recitals are true and correct and are hereby incorporated herein by this reference. 2.0 Authority. This Agreement is entered into pursuant to the Florida Municipal Home Rule Powers Act. 3.0 The Property. The real property subject to and bound by the terms of this Agreement is legally described in Exhibit "A," attached hereto and fully incorporated herein by this reference. 4.0 Installation of Sidewalks on East Bahama Road Transportation Element Policy 1.5.12 of the Winter Springs Comprehensive Plan and Section 20- 163(d)(3) of the Winter Springs Code of Ordinances ( "City Code ") require Owner to install sidewalks on all streets abutting the church development, including East Bahama Road. Given that East Bahama Road is currently unpaved, and given that the City has not yet planned or budgeted for the paving of East Bahama Road, the City and Owner agree that Owner shall install, at its own expense, a four foot (4') wide sidewalk for the length of the Property abutting East Bahama Road concurrent with the City's future paving of Bahama Road. Any such sidewalk installation shall be pursuant to design standards approved by the City. Notwithstanding this Section 4.0, Owner shall be responsible for any other requirement of the City Code related to the installation of sidewalks. 5.0 Conditions of Approval for Conditional Use Consistent with the City Commission's approval of Owner's request for a conditional use to expand and increase the intensity of the church use on the Property under section 20 -163 of the City Code, the City and Owner agree as follows: 5.1 Educational /school use not permitted. Except for regular "Sunday school" religious educational classes, Owner agrees that no building or structure on the Property shall be used as an educational facility for any pre- kindergarten, kindergarten or higher grade classes, including, but not limited to, any elementary, secondary, business, technical, trade or any other kind of school. DEVELOPMENT AGREEMENT City of Winter Springs / Starlight Baptist Church, Inc. Page 2 of 8 5.2 Bus parking, repair and replacement. Owner agrees that busses owned and operated by Owner and regularly parked on the Property shall be screened and not visible from any public right -of -way when not in use by Owner or any other party. Additionally, Owner agrees that no major repairs or maintenance on the busses shall be performed on the Property. Minor maintenance and repairs may occur provided such minor repair and maintenance is screened and not visible from any public right -of -way. Owner further agrees that as Owner's busses are repainted or replaced with new busses, such new busses shall be painted using muted colors and shall be substantially similar in color to one another. 5.3 Landscape buffers. Owner agrees to provide and maintain in perpetuity landscape buffers along East Bahama Road and Hayes Road consistent with the Landscape Plan approved by the City Commission as part of Owner's final engineering plans on May 12, 2008 and available on file at City Hall ( "the Plans "). Owner further agrees to provide and maintain in perpetuity sufficient landscaping to screen any utility- related appurtenance, including, but not limited to transformers, switch gear boxes, backflow preventers, HVAC equipment, and irrigation wells from adjacent roadways. Owner shall ensure that any landscaping required by this section, including, but not limited to trees, shrubs, or plant material, provided in accordance with this subsection be maintained in a healthy and living condition. Any trees, shrubs or other vegetation which die shall be replaced by Owner. 5.4 "No Parking" signs. Owner shall erect and maintain in perpetuity six (6) "No Parking" signs on the Property directly adjacent to the East Bahama Road and Hayes Road public rights -of -way, as depicted on the Plans. 5.5 Outside activities. Owner agrees that any outdoor activities on the Property which are directly or indirectly related to the operation of the church be conducted only between the hours of 7:00 AM and 10:00 PM. 6.0 Conditions of Approval for Variance. Consistent with the City Commission's approval of Owner's request for a variance from the requirements of section 9- 278(9) to provide stabilized grass parking in lieu of graveled or hard - surfaced parking spaces, the City and Owner agree as follows: 6.1 Limited use of stabilized grass parking. The stabilized grass parking areas designated on the Plans as "proposed grass parking and drives area" shall be primarily utilized on Sundays and on Wednesday evenings. The parties agree and acknowledge that infrequent or occasional use of the stabilized grass parking on days other than Sundays and Wednesday evenings is permitted, but only to the extent required to accommodate the need for additional parking for certain holidays or other events occurring on the Property. Owner shall not be penalized under this Agreement for any said infrequent or occasional use. The stabilized grass parking area located within the front setback, as depicted on the Plans, shall only be utilized for parking when necessary as a last resort. Further, there shall be no parking demarcation within the front setback. 6.2 Design of stabilized grass parking areas. Owner agrees that the stabilized grass parking areas on the Property shall be designed, constructed and maintained in perpetuity to be functional, free of ruts, and aesthetically pleasing. DEVELOPMENT AGREEMENT City of Winter Springs / Starlight Baptist Church, Inc. Page 3 of 8 6.3 Occasional overnight parking. Occasional overnight parking of visiting busses or recreational vehicles shall be permitted for not more than seven (7) days on any given occasion. Any such bus or recreational vehicle shall be parked on the stabilized grass parking area in a location on the Property that is the least visible from any abutting public right -of -way. Overnight parking within the front setback shall be prohibited. 7.0 Unification of Title for the Property. The City and Owner agree as follows: 7.1 Upon execution and recording of this Agreement, the Property, which consists of two (2) lots, shall be unified in ownership and title for development purposes under the City's land development regulations. 7.2 Owner agrees not to sell, convey, or assign any interest in the parcels of land included in the Property which would cause loss of unity of ownership or title, without first obtaining the written consent of the City. 7.3 Owner agrees that the unification of title shall be binding upon the heirs, personal representative, successors and assigns of Owner and shall run with the land. 8.0 Representations of the Parties. The City and Owner hereby each represent and warrant to the other that it has the power and authority to execute, deliver and perform the terms and provisions of this Agreement and has taken all necessary action to authorize the execution, delivery and performance of this Agreement. This Agreement will, when duly executed and delivered by the City and Owner and recorded in the Public Records of Seminole County, Florida, constitute a legal, valid and binding obligation enforceable against the parties hereto and the Property in accordance with the terms and conditions of this Agreement. Owner represents that it has voluntarily and willfully executed this Agreement for purposes of binding the Property to the terms and conditions set forth in this Agreement. 9.0 Successors and Assigns. This Agreement shall automatically be binding upon and shall inure to the benefit of the City and Owner and their respective successors and assigns. The terms and conditions of this Agreement similarly shall be binding upon the Property and shall run with title to the same. 10.0 Applicable Law; Venue. This Agreement shall be governed by and construed in accordance with the laws of the State of Florida. The parties agree that venue shall be exclusively in Seminole County, Florida, for all state disputes or actions which arise out of or are based upon this Agreement, and in Orlando, Florida, for all federal disputes or actions which arise out of or are based upon this Agreement. 11.0 Amendments. This Agreement shall not be modified or amended except by written agreement duly executed by both parties hereto (or their successors or assigns) and approved by the City Commission. 12.0 Entire Agreement; Exhibits. This Agreement and all attached exhibits hereto supersedes any other agreement, oral or written, regarding the Property and contains the entire DEVELOPMENT AGREEMENT City of Winter Springs / Starlight Baptist Church, Inc. Page 4 of 8 agreement between the City and Owner as to the subject matter hereof. The Exhibits attached hereto and referenced herein are hereby fully incorporated herein by this reference. 13.0 Severability. If any provision of this Agreement shall beheld to be invalid or unenforceable to any extent by a court of competent jurisdiction, the same shall not affect in any respect the validity or enforceability of the remainder of this Agreement. 14.0 Effective Date. This Agreement shall become effective upon approval by the City Commission and execution of this Agreement by both parties hereto. 15.0 Recordation. This Agreement shall be recorded in the Public Records of Seminole County, Florida. 16.0 Relationship of the Parties. The relationship of the parties to this Agreement is contractual and Owner is an independent contractor and not an agent of the City. Nothing herein shall be deemed to create a joint venture or principal -agent relationship between the parties and neither party is authorized to, nor shall either party act toward third persons or the public in any manner, which would indicate any such relationship with the other. 17.0 Sovereign Immunity. Notwithstanding any other provision set forth in this Agreement, nothing contained in this Agreement shall be construed as a waiver of the City's right to sovereign immunity under section 768.28, Florida Statutes, or other limitations imposed on the City's potential liability under state or federal law. As such, the City shall not be liable, under this Agreement for punitive damages or interest for the period before judgment. Further, the City shall not be liable for any claim or judgment, or portion thereof, to any one person for more than one hundred thousand dollars ($100,000.00), or any claim or judgment, or portion thereof, which, when totaled with all other claims or judgments paid by the State or its agencies and subdivisions arising out of the same incident or occurrence, exceeds the sum of two hundred thousand dollars ($200,000.00). 18.0 City's Police Power. Owner agrees and acknowledges that the City hereby reserves all police powers granted to the City by law. In no way shall this Agreement be construed as the City bargaining away or surrendering its police powers. 19.0 Interpretation. The parties hereby agree and acknowledge that they have both participated equally in the drafting of this Agreement and no party shall be favored or disfavored regarding the interpretation to this Agreement in the event of a dispute between the parties. 20.0 Third -Party Rights. This Agreement is not a third -party beneficiary contract and shall not in any way whatsoever create any rights on behalf of any third party. 21.0 _Specific Performance. Strict compliance shall be required with each and every provision of this Agreement. The parties agree that failure to perform the obligations provided by this Agreement shall result in irreparable damage and that specific performance of these obligations may be obtained by a suit in equity. DEVELOPMENT AGREEMENT City of Winter Springs / Starlight Baptist Church, Inc. Page 5 of 8 22.0 Attorney's Fees. In connection with any arbitration or litigation arising out of this Agreement, the prevailing party shall be entitled to recover reasonable attorney's fees and costs through all appeals to the extent permitted by law. 23.0 Development Permits. Nothing herein shall limit the City's authority to grant or deny any development permit applications or requests subsequent to the effective date of this Agreement. The failure of this Agreement to address any particular City, County, State and /or Federal permit, condition, term or restriction shall not relieve Owner or the City of the necessity of complying with the law governing said permitting requirement, condition, term or restriction. Without imposing any limitation on the City's police powers, the City reserves the right to withhold, suspend, or terminate any and all certificates of occupancy for any building or unit if Owner is in breach of any term and condition of this Agreement. 24.0 Default; Opportunity to Cure. Should either party desire to declare the other party in default of any term and condition of this Agreement, the non - defaulting party shall provide the defaulting party a written notice of default. The written notice shall, at a minimum, state with particularity the nature of the default, the manner in which the default can be cured, and a reasonable time period of not less than thirty (30) days in which the default must be cured. No action may be taken in a court of law on the basis that a breach of this Agreement has occurred until such time as the requirements of this paragraph have been satisfied. 25.0 Termination. The City shall have the unconditional right, but not obligation, to terminate this Agreement, without notice or penalty, if Owner fails to receive building permits and substantially commence construction within three (3) years of the effective date of this Agreement. If the City terminates this Agreement, the City shall record a notice of termination in the public records of Seminole County, Florida. 26.0 Force Maieure. The parties agree that in the event that the failure by either party to accomplish any action required hereunder within a specified time period ( "Time Period ") constitutes a default under the terms of this Agreement and, if any such failure is due to any unforeseeable or unpredictable event or condition beyond the control of such party, including, but not limited to, acts of God, acts of government authority (other than the City's own acts), acts of public enemy or war, riots, civil disturbances, power failure, shortages of labor or materials, injunction or other court proceedings beyond the control of such party, or severe adverse weather conditions ( "Uncontrollable Event "), then, notwithstanding any provision of this Agreement to the contrary, that failure shall not constitute a default under this Agreement and any Time Period proscribed hereunder shall be extended by the amount of time that such party was unable to perform solely due to the Uncontrollable Event. The extended time period shall be agreed to in writing by the parties and said agreement shall not be unreasonably withheld by either party. IN WITNESS WHEREOF, the parties have hereunto set their hands and seal on the date first above written. [EXECUTION PAGES FOLLOW] DEVELOPMENT AGREEMENT City of Winter Springs / Starlight Baptist Church, Inc. Page 6 of 8 ATTES,T By: i orenzo Luaces, City Clerk CITY, �$AL a t „a r CITY: City of Winter Springs, a Florida municipal corporation. By: � 4*-A J& F. Bush, Mayor APPROVED AS TO FORM AND LEGALITY For the use and reliance of the City of Winter Springs, Florida only. Date: a /-Va? By: V/ —Sg' Anthony A. Garganese, City Attorney for the City of Winter Springs, Florida DEVELOPMENT AGREEMENT City of Winter Springs / Starlight Baptist Church, Inc. Page 7 of 8 Signed, sealed and delivered in the presence of the following witnesses: &_U �[ a AO !��iil Signature of Witness ti'vs4 -en Sm i l�i Printed Name of Witness si ature of Witness Jai.,. C . Q'� lc e✓ Printed Name of Witness STATE OF P o G` COUNTY OF i -1- OWNER: Starlight Baptist Church, Inc., a Florida Non Profit Corporation. By: rte I s (Print Name and Title) Date: C N e The foregoin instrument was acknowledged before me this day of 2008, ¢.nn , as _ - o r of Starlight Baptist Church, Inc., a Florida Non - Profit Corpor ton, on behalf of said company. He is personally to me or produced as identification. (NOTARY SEAL) - (No Public Si ature) ` i oaf (Print Name) 01"WE im Notary Public, State of i d CMM0000MM Commission No.: p EOM 12tal2DW My Commission Expires:/ — Fbft NftyAs n,. bw DEVELOPMENT AGREEMENT City of Winter Springs / Starlight Baptist Church, Inc. Page 9 of 9 EXHIBIT "A" Lot 2 and 3, Block A, NORTH ORLANDO RANCHES, SECTION 4, according to the plat thereof as recorded in Plat Book 12, Page 35, Public Records of Seminole County, Florida.