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Home My WebLink About2002 02 11 Regular I Tuskawilla Office Park Final Development/Engineering Plans , ! I. \. COMMISSION AGENDA ITEM I Consent Information Public Hearing Re2ular XX February 1 L 2002 Meeting MGR. (2-7iJc1 REQUEST: The Community Development Department requests the City Commission as the Development Review Committee approve the final development/engineering plans for the proposed Tuskawilla Office Park Subdivision. PURPOSE: The purpose of this agenda item is to present to the Commission, the recommendation of the staff Development Review Committee regarding the proposed final development/engineering plans for the Tuskawilla Office Park Subdivision. APPLICABLE CITY CODES Section 9-71. When final development plan is to be filed; extension. (a) The final development plan, including engineering and plat for all or a portion of the area covered by the preliminary plan, shall be submitted within one (1) year of the date of approval of the preliminary plan; otherwise, such preliminary approval will automatically become null and void unless the City Commission grants a specific extension of time. Section 9-72. Processing of final plans. (a) Processing of final plans shall be as follows: 1. City Planner 2. City Engineer 3. Staff review 4. City Commission. 1 February 11, 2002 Regular Item I Page 2 Section 9-73. Form and contents of final development plan. (a) The final development plan and plat shall conform substantially to the approved preliminary plan as approved and shall include all conditional requirements specified by the City Commission on any conditional approval of the preliminary plan.... (b) Additional engineering/plans to accompany the final development plan shall include: 1. Potable water, including fire protection systems; 2. Sanitary sewer; 3. Drainage and stormwater management facilities, including underdrains; 4. Bulkheads; 5. Excavation and fill; 6, Sidewalks, bicycle paths, and bridle paths; 7. Streets and curbs...; and 8. Soils exploration results... 9. Lot grading,.. 10. Street Lighting plan, demonstrating power company participation. 11. Landscaping plans. Where site is commercial, industrial, or multifamily in nature, landscaping plans shall be presented along with the final development plans, unless specifically waived by the staff at the time of processing the preliminary plan. Section 9-74. Action on final development plan; expiration of approval. If the developer elects to request approval of a final development plan separately and prior to approval to record the plat of that development, the City Commission may approve such final development plan if the plan is in substantial conformity with the approved preliminary plan or a subsequently approved modification to the preliminary plan. The final development plan may be approved if it complies with all relevant regulations included in this chapter. Approval of the plan shall be subject to fulfillment of all conditions specified by the city staff and sanctioned by the City Commission. . . Section 20-321. Administration. (b) 2 February 11, 2002 Regular Item I Page 3 (1) Applications are subject to review by the development review committee. The committee shall have authority within reason for approving all aspects of site planning and exterior architecture, including aesthetic appropriateness, environmental implications, traffic impacts, and any other site-specific matters not delineated herein. CHRONOLOGY: AprillO,2000 Annexation approved (Ord. No. 2000-08) May 29,2001 Rezoned to Town Center February 5, 2002 Revised Final DevelopmentJEngineering Subdivision plans received by staff FINDINGS: The Avery Park final development/engineering plans for the 11 lot subdivision are consistent with the Comprehensive Plan and the Town Center Code, subject to approval of the associated development agreement. RECOMMENDATION: The Staff Development Review Committee has reviewed this request for compliance with applicable sections of the City Code and recommends approval, subject to approval of the Development Agreement for Tuskawilla Office Park (agenda item H). ATTACHMENTS: A. Final Subdivision Plan (same as final site plan) COMMISSION ACTION: 3 . G EN E RAL LJ;OORD I N A'fI ON TillS PRO.JEer IS O\'fNI':D t\ND DEVELOPED BY TUSKA WILL\ OFFICE PJ\HK, LLC. PHOJECT ROADlft\YS, PARKING, SIDEWALKS, THE STOHMWATER SYSTEM ,\ND OTHER COMMON AREAS ARE TO BE PHIVATE J\ND OWNED BY THE PROPERTY OWNERS ASSOCIAI'ION. WATER, FIRE PROTECTION ,\ND SEWER SERVICE IS TO OE PROV]DED BY AND REMAIN TilE PROPERTY OF THE CITY Ot" VfINTEH SPHINGS, WITH ONSITE EASEMEN'fS AS REQUIRED. THE CONTRACTOR SHALL INSTJ\LL J\LL WJ\TER AND SEWER SYSTEM IMPHOVEMI':NTS AS SHOWN ON THESE PL\NS AND SUCH WORK SHALL CONfOHM TO THE cn'Y's STi\NDARDS AND INSPECTION REQUIREMENTS. ELEl."fRICJ\L POWEH, TELEPHONE, CADLE TV AND DJ\TA LINES AHE TO BE PHOVIDED BY THE RESPEl."flVE PHIVATE UT]LlTY COMPJ\NIES W]TH EJ\SEMENTS ONSITE AS HEQU]HED. THE PROJECT IMPROVEMENTS HAVE BEEN DESIGNED UNDEH THfo~ CITY 01''' WINTER SPRINGS "TOWN CEN'fER DISfRICT CODE" DATED JUNE 12, 2000 AND ARE SUBJECT TO THAT CODE AND THE CITY'S LAND DEVELOPMENT CODE (O"OR ISSUES NOT ADDRESSED IN TilE TOWN CENTER CODE. ALL WORK WITHIN OR AFf"ECTING TilE HIGHT 01''' 'Ni\Y Ojo" TUSKAWILL\ ROi\D IS TO BE COORDINATED WITH SEMINOLE COUNTY AND 'fHE CITY Of''' WINTER SPRINGS. BEFORE ,\NY CONSTRUCTION COMMENCES, IT SHJ\LL BE THE CONTRACTOR'S RESPONSIBIUTY TO ACQUJ\INT HIMSELf WITH THE EXIST]NG SITE CONDITIONS, TilE WORK CALLED FOR BY THESE PL\NS, VERII"Y THE LOCATION OF EXISTING AND OFf"SITE U'flLlTIES \tHERE CONNECTION liAS BEEN CALLED FOR, ,\ND TO Ci\LL FOR 'fHE r'IELD LOCATION Oi''' ANY OTHER UTILlT]ES t\DJACENT OR WITHIN THE SITE AS MIGHT J\i'"'f"ECT THE WORK. THE CONTRAl"TOR SHALL FURfllER BE RESPONSIBLE i"OR NOTJr'Y]NG THE UTILITY COMP,\NIES AS TO THE NEED FOR THE UTILITY COMPJ\NY'S RELOCATION OJ4' ANY INTERFERING UTILITIES, TEMPORJ\RY D]SRUPTION Of SERVICE, OR CL\HIr'ICArION J\8 TO THE NEED If'OR RELOCATION. THE CONTACTOR 5I1i\LL EXERCISE CAUTION WilEN CROSSING ,\NY EXISTING UNDERGROUND UTILITY, WHETHER AS SHOWN ON THESE PL\NS, OR FIELD LOCA'fED. COOPERATION BY THE CONTRACTOR WITH THE RESPECTIVE UTILIT]ES DUR]NG ANY HEQUIRED RELOCAflON IS EXPECTED J\ND J\NY INCONVENIENCr: OR DEL\Y TO TilE WOHK BROUGHT J\BOUT BY 'fHE RE(~VIHED UTILITY RELOCATION SH,\LL BE CONSIDERED ]NCIDENT,\L TO THE CONTR,\CT AND NO J\DDITIONAL COMPENSATION SHALL BE i\LLOWED. THE ENGINEER HAS SHOWN THE LOC\TIONS OF EXISTING UTILITIES, IMPROVEMENTS ON TUSI<1\WILL\ ROt\!) t\DJACENT TO TilE SITE, W,\TER, S'fHEET ,'NO SEWER SYSTEMS ]N TilE OAK I"OHEST SUBDIVISION i\DJACENT TO THE SITE, STORM'tfATEH SYSTEMS AND THE SITE TOPOGRAPHY BJ\SED ON AVi\IL\BLE INFOHMJ\TION AND SUCH INFOHMATION IS SHOWN ON THESE PL~\NS FOR THE CONVENIENCE Oi'~ THE CONTRACTOR. THE ENG]NEER ,\SSUMES NO HESPONSIBILlTY FOR THE ACCUHACY OF filE INFORMATION PHOVIDED TO HIM. THIS SITE IS ADJACENT TO ,\N EXISTING, OCCUPIED SUBDIVISION. CONTRJ\CTOR IS TO SCHEDULE WORK 'f]MJo:S ,\ND PHAC'fICES TO M]NIMIZE D]STURB,\NCE Of''' THE NEIGHBORS, WHE'fIlER BY NOISE, DUST, TRJ\FFIC OR OTHER POTENTIAL IRRI'f,\NTS. ~rrE RI~E.ORTJLL PERMl'rS TIIESE PL\NS AHE SUPPORfED BY BOUNDARY SURVEY, TREE SURVEY AND SITE SlJUOIVIS]ON PUTS PREPJ\RED BY BOWYI'~R-SINGLETON J\NO J\SSOCIATES AND AVAILABLE FROM THE DEVELOPEH. ONSITE SOILS ]NVESfIGATIONS If A VE BEEN Mi\DE BY NODJ\HSE AND ASSOCIJ\TES AND THEn~ SITE SOILS REPORT DATED AUGUST 2tl, 2001 IS AVAIL\BLE FROM THE DEVELOPER. SITEWOHK RECOMMENDAT]ONS IN THAT REPORT ARE TO BE FOLLOWED, WITH SPECIAL ATfENTION TO THE NEED }o101~ IDENT]Jo'ICXfION J\ND REMOV,\L Or~ ANY UNSUIT,\BLE ONSITE SOILS, DENSlJo'ICATION OF THE EXISTING SITE SANDY SOILS, ."ND COMPACTION Or' ,"NY FILL MATERIJ\LS PL\CED. TilE OVEHALL SITE IMPHOVEMENTS ARE TO BE IU:V1EWED AND i\PPROVED BY THE CITY Of''' W]NTER SPRINGS. CONTRACTOR IS TO MJ\INTAIN ONSITE A S~~T Or" TUE J\PPHOVED DRi\WINGS FOR HEFEHENCE. SITE ~'TOHMW;\'fER IMPROVEMENTS ARE TO BE REV]EWED i\ND PERMITTED DY THJo~ ST. JOHNS H]VER WATER MJ\NAGEMENT DISTRICT (SJHWMD) IN J\DDrnON TO THE CITY AND CONTHACTOH IS TO J\BIDE BY THE GENERi\L AND SPECIFIC CONDITIONS Of APPROV,\L OF THAT PERMIT, KEEPING A COpy 01''' THAT PERMIT ONSITE. SITE WATEH AND SEWER SYSTEMS ARE TO BE REV]EWED J\ND PEHMITTED BY TIU~ FLORIDA DEPi\RTMENT 01''' ENVIHONMENT,\L PHOTECTION (I"DEP) IN J\DDrnON TO THE CITY AND CONTRACTOH IS TO ABIDE BY ALL CONDITIONS Of APPROVAL AND KEEP COPIES O~~ THE f'DEP PEHM1TS ONSITE f4'OH REFEHENCE. CONNECTION Of THE PROJECT ROADWAYS TO TUSKAWILL\ ROi\D IS TO DE REVIEWED AND PERMITTED BY SEMINOLI-: C01JNTY IN ADDITION TO THE CITY OF WINTER SPRINGS AND CONTRACTOR IS TO ABIDE BY THE CONDITIONS OF APPROVAL O~~ THE COUNTY DRIVEWAY PERMIT, AND COOHDINATE WITII TilE COUNTY CONCERNING J\LL MJ\T'fERS HAVING J\N IMPACT ON TUSK,\WIllA RO,\O. REVISIONS No. DATE ITEM REVISED . ~ l1L:UO 1 HEV. PI-;H CITY DHe COMMEN'fS 1 10 3 01 SITE ,\REA '11 lU S K A'V\V ]I[I_J ][~jA 0 I~l F-1:1 C E PARK p\N 11 I3'UILDING OI~'I~'ICE ~p A]RK ON 4~57 o l\I rl~ U S K A ~v I ~L LA r~ () A 1), WIN 'f 11: I~ S I) I~ I N G~ S , Ale f{JE~ S I~'LOf{ID1\ NOTICES OF PROJECT COMMENCEMENT, CONTRACTOH'S LICENSES TO WOHl< WITH]N THE CITY, i\ND OTHER SUCH CON~I'RUCTION SPECIFIC PElunfS SlI,\LL HEM,\IN THE RESPONSIDILITY OF THE CONTRACTOH. CONTRACTOR SHALL MJ\INTi\]N WEEKLY MONITOR]NG REPOHTS IN ACCOHDI\NCE WI fll THE GENEHAL CONDITIONS OF THE NPDES GENER\L STOHMWJ\TEH PERMIT. WETLANDS PHOTECTION / EHOSION _ & SILTATION CONTROL 'filE SITE IS DOUNDED ON THE Norrfll DY A PEHMITTED SJRWMD ,\ND US ,\HMY CORPS OF ENGINEI-:H8 WETLANDS LINE Wlllcn FORMS THE SITE NOHTII PHOPEHTY LINE. FURTHER, A CONSTRUCTION SETBACK, OH NO DISTURBANCE ZONE, A MINIMUM OF 15' AND AVEHAGE OF 25' I~\ND'Ni\RD Or" THE WETL\NDS LINE IS SHOWN ON THE PL\NS. TIIEHE IS TO BE NO CONSTRUCTION ACnVITY, DIS'fUHB,\NCE, THEE OR DRUSII Rr-:MOVAL. on EHODED MATERIAL OUTI-'LO\f IN THIS ^REA OH IN THE ADJACENT WETL\NDS. A SILT FENCE THE ENTIRE LENGTH Oi'" THIS AREA HJ\S BEEN SHO\'fN ON THE PL\NS I\ND IS TO BE P1JT IN PLACE BEFOHE i\NY CONSTRUCTION on DISTURBANCE COMMENCES AND MAIN'L\INED THHOUGHOUT TilE CONSTHUC'flON PERIOD. fURTHER EROSION CONTROL PH,\CTICES TO BE EMPLOYE>> DUR]NG THE CONSTRUCTION PHOCESS INCLUDE HAY BAtES OH OTHEH SILT LADEN HUNOfr" STOPPING DEVICES ,\ROUND THE STORM INLETS DURING CONSTRUC'fION, MINIMIZING TIIF: EXTENT O}o" OPEN THENCHES, i\ND TEMPOR\RY Sl'fE GRJ\DING TO MINIMIZE I':ROSION. CONTRACTOR SHALL BE PREPAHED TO PROVIDE DETJ\ILS Of'" HIS INTENDED EHOSION AND SILTATION CONTROL PRACTICES INCLUD]NG A SCHEDULE FOR SUCH ACTIVITIES AT THE TIME Oi" THE PRECONSfRUCfION CON}o"'EHENCE. CONTHACTOH IS TO PREVENT DISCHARGE OF ANY S]LT L\DEN WATEHS INTO THE ','ETLANDS OR THE UPLAND CONSfHUCTION SETBACK ZONE. i\NY CONSTHUCTION DEWATERING METHODS (SUMP PUMPS. WELL POINTS, ETC) USED BY THE CONTHACTOR NEED TO ~EET SJRWMD REQU]REMENTS J\ND THBlH DISCHi\HGE NEEDS TO OE DIR~:CTED THROUGH HAY BJ\LES OR OTHEH FILTRATION MI'~THODS SO THAT THESE SILT L\DEN WATEHS WILL NOT HEI\CH THE WETLANDS. THE LOCATION AND HUNOI"F PREVENTION PRACTICES Fon J\NY CONTRACTOR PROVIDED CONSTHUCJfION EQUIPMENT fUELING OH M;\INTEN,\NCE POINT SlL\LL BE DISCUSSED WITH AND J\PPROVED BY THE O','NER i\ND THE CITY PRIon TO COMMENCEMENT O~" SITEWORK. CONSTRUCTION L\YOUT CONTHACTOR IS ro OI3T,\]N ~'ROM THE DEVELOPER COPIES OF TilE SI rE 130UNDARY ,\ND SITE EXISTING TOPOGHJ\PIIY i\ND TREE SURVEYS TO i':STADLlSH THE PHOJECT LIMITS AND 1I0HlZONTAL ,\ND VERrIC,\L CONTROL. SPEC~f]C L\YOUT OF THE SITE IMPHOVEMENTS IS SHOWN 01\ rilE SITE DIMf:NSION PL\N INCLUDED IN 'I'll ESE PL\NS. i\DDITION,\LL y, THE SITE IS 'fO BE PLATTED ,\S A COMMEHCIAL SUJJDIVISION, AND SUCH PLAT MJ\DE AV;\IL\DLE TO THE CONTHACTOR DY THE DEVELOPER. THE CONTRACTOH IS TO fHOHOUGHLY FAMILJ,\RIZE HIMSELf" WITH THE PL\NS, ,\ND HEFEH t\NY ~~UESTIONS ABOUT THE SITE L\YOUT TO THE DEVELOPEH I\ND HIS ENGINEER, BE(O"OHE COMMENCEMENT OF ,\NY CONSTHUC'fION I\CTIVITIES DEPENDENT ON SUCH L\YOUT. THE IMPHOVEMENTS SHOWN FIT WITHIN THE S]TE W1TH LITTLE L\TITUDE FOR Vt\RIANCI': FHOM THE DESIGN. EVEHY EFFORT SHOULD BE M,\DE TO IDENTIf"Y AND HESOLVE ANY DISCREP,\NCIES OR AREAS NEED]NG CLi\RIFICATION PRIon TO CONSTHUCTION. SHOP DHAWINGS &. HE~JJIHED SUB~n'T,\LS FIVE SETS OF SHOP DHA WINGS OF i\LL STORM ,\ND Si\NITi\RY SEWER SfRUCTUHES, AND C"T,\1.0G CUTSHEE'rs Of" ALL REQUIRED PIPE, jo'l'rf]NGS AND I\PPUR'l'ENJ\NCES SHALL BE PHEPAHED BY THE CONTRACTOR'S SUPPLIERS, REVIEWED i\ND INITL\LED BY THE CONTR.\CTOH ,\8 TO CONTENT, i\PPUCAB]LlTY ,\ND CONfOHMJ\NCE TO THE PLJ\NS ,\NO SPEClr'ICA'fIONS, ,\ND SUDMITTED TO THE ENGINEEH FOH }o'INAL REVIEW, lJPON REVIEW AND APPROV,\L, THE ENGINEl'.:H WILL RETURN ,\PPROVED SHOP DRAWINGS TO THE CONTHACTOH. THE i\PPROVED SIIOP DHAWINGS SHALL FORM THE B,\SIS FOR THE CONSTRUCTION OF 'filE STRUCTURES, AND i\NY STRUCTURES NOT IN CON~10RMANCE WITH THE APPROVED SHOP DHA'I'INGS MAY BE HE.JEC'fED. TESTING & INSPECTIO~GENEH,\L I\LL TESrJNG OF MATEHli\LS OR CONSfRUCTION PHOCESSr~S, PRESSURE TEST]NG, L,\MPING. TV INSPECTION OF SEWERS, OR OTHEH SITE TESflNG SHi\LL BE THE CONTHJ\CTUJ\L RESPONSIBILITY OF THE CONTHACTOR. THE TESflNG F]HM(S) USED BY fIlE CONTH,\CTOR SHALL DE, AS ,\PPLlCADLE, FLORJDJ\ LICENSED TESTING FIRMS ACCEPTABLE TO THE OWNER. THE CONTHACTOI~ SIIt\LL PHOVIDE COPlES Of ,\LL TESTS, Pi\SSlNG OR FJ\]LJNG, TO THE OWNEH OR THE OWNElfs ENGINEER fOR REVIEW. TEST REPORfS .-\HE TO DE PROVIDED I-"OR REVIEW IN J\ TntELY M,\NNEH, so TIIAT ,\NY D]SCREP,\NCIES OR FA]LURES Ci\N BE RESOLVED PRIOR TO PLACEMJo.:NT Ot" i\NY NJo.:W MJ\TERJAL. TilE FULL RESPONSIBILITY FOR THE CONFORM,\NCE OF THE WORK WITH THE SITE Pli\NS ,\ND SPECIl"ICATIONS RESTS WITH THE CONTRACTOR. TEST f"HEqUENCY AND f\PPLlCi\BLE STAND,\HDS SHi\LL BE AS ,\PPHOPHIATE TO THE TESTED MATERIAL; )o'DO r i\ND THE SOILS REPORT STf\NDARDS FOR THE SITE CLE,\HING, F]LL PL\CE~fENT J\ND COMPACTION, J\ND PAVEMENT SYSTEM CONSTRUCflON, CITY ,\ND FDEP ST,\NDARDS i"OR THE SEWER t\ND WATER SYSTEMS, CITY, SJIHfMD I\ND FOOT S']";\NDi\HDS FOH THE STOHM SYSTEM, ETC. SPJo.:CIFIC TES'rS J\ND INSPEC'flONS FOR THE W,\TER, Sr~WER AND STOHM SYSTEMS J\HE LISTED IN THESE NOTES UNDER THOSE HEAD]NGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SCHEDULE ;\ND CONDUCT ALL TESTS. WHEHt': THE ENG]N":EH OR THE CITY NEEDS 1'0 OBSERVE, WITNESS OR I\PPROVr: I\NY TESrS OR WORK IN PROGRESS, IT SIIt\LL DE THE CONTH,\CTOR'S RESPONSIBILITY TO SCHEDULE SUCH INSPECTION. REQUIRED INSPECT]ONS OR TESfS SIIi\LL BE SCHEDULED BY 'fHE CONTR.\CTOH WITH THE i\PPLlCADLI-: PARTIES AT LE,\ST ,10 HOUHS ]N ,\DVANCE OF fHE TEST, J\ND NO TEST OR INSPECTION SHi\LL DE SCHEDULED FOH ANY HOLJDt\Y, SATURDAY OR SUNDAY. OR Af'vrER 3 PM ANY WEEKDAY. R~IESTJNG OR UNCOVERING OF ,\NY INST,-\LLEO PRODUCT TO i\SSURE COMPLIt\NCE WITH THE ENGINEERING PL\NS, SPECIJo'ICATIONS, i\ND CITY AND REGULATORY AGENCY REQUIREMENTS SHJ\LL BE PHOV]DED BY THE CONTHACTOn ]f THERE IS ANY DOUBT ,\BOUT THE INSTi\LLED CONDITION, AT THE ENGINEERS DISCRETION. CLEARING. GRUDDJNG. EXCAVATION & FJtL ENTIRE SITE, WITH TilE EXCEP ON 01''' 'fHE CONSTRUCTION SETBACK ZONE AND THAT PORTION Of THE SITE Wl':STW,\HD Of'" TIlE DETENTION POND IS TO DE CLE,\HED i\ND GR1JI311ED, REMOVING ALL TRESS, UNDEHGHOWTII ,\ND THEIR HOOT SYSIEMS. LOOSI': SURFICfJ\L SOIL.S i\ND ORGI\NIC ,\ND O'fHEH SURf'"ACE DEDRIS(TOPSOIL) IF NOT REMOVED IN THE THEE REMOVi\L PROCESS, SHALL i\LSO BE HEMOVED. ALt CLEI\HED MATERIAl.S SHALL DE REMOVED FROM THE SITE J\ND DISPOSED OF AT J\N i\PPROVED SITE BY THE CONTHACTOH. ALL SILT I"ENCE ,\ND OTHER REQUIRED EROSION AND SILTATION CONTROL MEASURES ARE TO BE IN PL\CJo: BEf'Ol~E J\NY CLEARING, AND MAIN'fi\]NED DURING THE CONSTRUCTION PERIOD. CONTHACTOH SlL\LL NOT REMOVE. EXCJ\V A rE, FILL OR OTIIEH\'IISE DISTURD J\NY ,\REA ON OH OFFSITE OTHER THi\N AS LISTED ABOVE ,\ND SHOWN ON THE PLJ\NS. ,\tIER CLE;\I3ING AND GRUBB]NG, SITE SlL\LL DE ]NSPECfED ,\S TO THE PRESENCE OF ANY UNSUITI\DtE SOILS AREAS. IF i\NY ARE FOUND, CONTHACTOR IS 1'0 NOTII"Y THE O\'fNER ,\ND THE ENGINEER J\ND JOINTLY RESOLVE WHAT REMOVAL METHODS ARE J\PPROPHIATE, AREAS OF CU f, ]NCLUDING THE DETENTION POND AREA SHALL BE DI~01JGIIT TO ,\PPHOXIMATE GH,\DE. CLE,\HED ,\ND CUT AREA SHJ\tL THEN BE PROOI'"-HOLLED TO f\SSURE THAT i\PPROPHIf\TE COMP.\CTION OF LOOSE SURFICL\L SOILS liAS BEEN ACH]EVED. FILL SIL\LL DE PL\CED IN SHALLOW (12" OR LESS IN L\RGE r'ILL AREAS TO BE COMPACTED WITH A L\RGE VIORATOHY ROLLER. J\NO 4 It OR LESS IN SM.\LLER ,\BE,\S WHERE COMPACTION IS TO BE BY PLATE COMPACTORS) LJr"rS Wl'fH EACH L11'''T COMPACTED TO fHE STAND,\HDS J\ND 1'0 THE fHEQUJa:NCY OF TESilNG STIPUL\TED IN THE SOilS HEPORT, WI1'H THE EXCEP'fION Ol'" THENCII FILL UNDEH PAVEMENT WHEHE 98% Oi'~ MOD](o'IED PROCTOH DENSITIES ARE TO DE ACHIEVED. ALL FILL, WHETHER OI3TJ\lNED ONSITE OR ]MPOHT "'ILL, SJI,\LL BE CLI-.:J\N, I-NEE DHAINING, lL\HD GHi\NUL\H M,\ I'EHJ,\L WITH LESS '1'HAN 5% fINES. ALL TEST RI':PORfS ON THE SITE COMPACTION ,\HE TO BE SUBMrrfED TO THE OWNEH i\ND ANY I'"i\ILUHES OR DISCHEP,\NCIES HEMEJJ]ED PHIOH 1'0 i\NY f'URrHEH WOHK. POTABLE~~I~HS~STEM PVC ,\ND DUCTILE IHON (DI) ""TEH MAINS IN ACCORDANCE WITH THE REQU]REMENTS OF t\WWA C900, DR 10 FOR PVC, AND ANSI/AWWA i\21.~1. PC:350 fon 01 SHi\LL BE FUHNJSIJED IN TilE SIZES ,\ND AT TilE LOCATIONS SHOWN. rTrnNGS SHALL 01': DUCTILE IHON IN ACCOHD,\NCE WITH CITY OF W]NTER SPHINGS HEQUIHEMENTS. \'lATER SEHVICE LINES SH;\LL DE POLYETHYLENE TUBING DRfJ (PC200) PE340B MEET]NG THE REQU]HEMENTS Or' AWWA C901. WATER METERS, METEH BOXES AND U-BRJ\NCII ASSEMBLIES SHALL BE i\S SHOWN ON TilE DET/\IL SHEET. AND MEET TilE CITY Of WINTER SPR1NGS REQU1REMENTS. HYDHANTS SJI,\LL MEET THE LOCATION AND ACCESS REQUIREMENTS OF TilE CITY 01''' WINTER SPRINGS FIRE DEP,\R'fMENT, i\ND THE EQUIPMENT AND CONSTHUCTION HEQUIREMENTS Or~ THE CITY U'flLlTIES DEPi\HTMENT. HYDR,\N'fS SHALL BE AS SHOVlN ON THE DETAIL SHEET AND SHALL BE MUELLER J\-423, i\MERICi\N DARLlNG BO'lB, OR CLOW No. ,12, I\ND BE INSTi\LLED WITH RESTRi\]NED JOINTS PER THE DETi\]L SIIEET. WATER MAINS ,\ND THEIR FITfINGS SHi\LL BE PHOVIDED WITH A CONTINUOUS No. 1,1 THACER W]RE Ti\PEO TO 'fIlE TOP OF THE MA]N AT FIVE FOOT ]NTERVi\LS. AND CARRIED UP TilE V1\LVE 130X TO ,\LLOW GROUND ACCESS AS SHOWN ON THE DETJ\IL SHEET. IN J\DDITION, PIPE LOCATOR OR EXCAVATION WARNING TAPE SHALL DE ]NSTALLED ONE FOOT AHOVl-: THE PIPE. A fEMPORI\I~~Y JUMPER CONNECTION PER THE DETi\IL SIIEET AND FDEP REQUIREMENTS SII,\LL OE PHOVIDED Af TilE POINT OF EVENTUI\lL CONNEC nON Of TilE WA fER M,\]N TO HIE EXIST]NG "t"TER ~fr\IN. JUMPER SJI,\LL REMAIN IN PL\CE UN flL TBt: WlJ\TER SYSTEM liAS SUCCESSFULJjY Pi\SSED ,\LL PRESSUHE 1\~ND BACTEHIOLOGICAL TESTING i\ND IS CLEARED f'OH USE BY FDEP. Af THAT TIME THE TEMPOHJ\HY JUMPER CONNEC rlOl\1J IS fO BE REMOVED. STORM SEWER & DETENTION POND SYSTI-:M REINf'OHCED CONCRETE STOHMWATEH PIPE (Hep), CL\SS ]]]. TO THE SIZES, LENGTHS, INVERTS, GRADES i\ND LOCATIONS SHOWN ON THE COMPOSITE UTILITY PL\N IS TO DE PROV]DED. i\LL JO]NTS J\RE TO BE WRAPPED WITH FILTER f;\BRIC (MIRAI"] 140S, TYPAH OR EQUIVALENT). PIPE BACKfiLL COMPACTION TESTING IS REQUIRED. STORMW,\TER INLETS AT THE LOCATIONS AND ORlENTATIONS SHOWN AHE TO DE PRECi\ST i\ND MEET THE REQUIREMENTS Of FOOT ]NDEX 232, J\s LISTED ]N THE r'Dor "HO,\DWAY AND 'fRJ\FFIC DESIGN STAND;\RDS". JANUARY 1 994, OH LATEST EDITION. i\LL INLETS ,\HE TO BE }o'DOT TYPE "0" WITH STEEL HECT]CULlNE, fHJ\Fl-'IC BEARING GRATES. SHOP DRAWINGS ,\HE RE(~UIRED. ALL WAfER ~MAINS AHE TO BE L\]D WITH ao I Nell ES Ojo~ COVER, MEJ\SUHED 'Iro TilE jo'INf\L GR;\DE. WATER MAINS t\RE TO BE INST,\LLED A\ M]NIMUM Of 3 FT FROM PHOPEHTY LINES. PIPE Bi\CI<FILL COMPACTION TESTING ]S REQUIHED. NO 1IVATt:R MIAIN/SEWEH OH STORM M,-\]N CROSSINGS ARE PHOPOSED CJN THESE PL\NS. VfATEH M,\INS ,\HE TO DE INSTi\LLt:D II 0 F'T MIN]MUM HOIUZONTi\LLY FROM t\NY S,\NIT,\RY on STORM S;EVfER OH TIIF:JR STRucrURES. IF' nlls HORIZON fl\ll. ClE,\RANCE CANNOT BE Mt\INTJ\INED. THEN THE WATER MAIN~ SHi\LL BE DUCTILE ]HON, MECIIANICi\L JO]NT MEETING fllIE RE'~U]HEMENTS ABOVE, CJ\HHIED TO A POINT 10 (q1 BEYOND THE SANITARY OR STORM M,\IN OR STHUC-fUHE. Vi\LVE DOXE:S i\ND COVERS J\RE TO BE PROVIDED AT EACH VJ\LVE, WlflH TRAt'FIC DEi\RING RATED BOXES AND COVEHS WIIEHE VALWES AHE LOCATED IN THE PAVEMENT, i\ND 18 INCH Dli\METER. 44 INCH THICK CONCRETE PADS AROUND Vi\LVE 130XES ]N urNPAVED t\REAS, NO VALVES OR Vt\LVE BOXES i\RE TO Dr: INSTA\LLED UNDER CURBING. IIYDHOSTATlIC TESTING ,\ND DIS]NFECTION OF TIlE INb'1"ALLED WATER M.\II\\lS SHALL BE IN ACCORDANCE WITH FDEP, CITY OF WIN'fEH SPHUNGS AND AWWA C600, M23, AND AWWA C651 HE~lUIREMEJNTS. CONTHACTOR IS TO PRE-TEST THE \'fATER MI\IN ""OR 1I1YDROSTi\TIC PRESSURE BEFORE liE CJ\LLS FOR THE f"IN,\L TEST.. CONTRACTOR IS TO ENSURE TH,\T TilE WATER SYSTEM Pi\~SSE"S THE DIS]N1"ECTION TEST]NG AND THAT THE Hr:SULTS ,\lRE PROVJOED IN J\ TIMELY MANNER TO THE ENGINEER rr'OR SUBMISSJON TO i"DEP i\NJJ THE CITY }o'OR FINAL MAINS ClE;\ RJ\NCE. DACTEHIOLOG]CJ\L Si\MPLES SHALL DE COLLECTED 1\'1' nlE LOCAT]ONS CALLED I"OR IN THE APPHOVED FDEP 'ff!\'fEJR SYSTEM PERMIT. THE ENGINEER i\ND 'TilE UT]LI ry SIf/ALL WITNESS THE HYDROSTATIC TESflNG, CONDUCTED) BY THE CONTRACTOR. PIPE J\ND INLETS ARE TO BE PHOTI':CTED f"ROM ENTRY Oi'~ SURFACE RUNOf'F DURING THE CONSTRUCTION PHOCESS BY HAY BALES OH OTHER f'ILTEH MEDIJ\ J\ROUND THE STRUCTURES, KEPT IN PLACE UNTIL F]NAL PAVING IS INSTALLED. DETENTION POND IS TO BE EXCAVATED AND FILLED TO THE LOCATION, DIMENSIONS AND SIDE SLOPES SHOWN ON THE GRADING PLAN. J\LL FILL SHi\LL DE COMPACTED TO 95% OF THE MJ\XIMUM MOD1F]ED PROCTOR DENSITY. DUE TO THE POND DEPTH, DI':WATEH]NG MAY BE NECESSARY. CONTRACTOR IS TO ENSUHE Tlli\T H]S DEWATERING METHODS J\ND EQUIPMENT CONFORM WITH SJRWMD REQUIREMEN'fS AND THAT PUMPED OUT WATER BE DISPOSED OF THROUGH FILTER MEDIA TO PRECLUDE DIRECT DISCHARGE ]NTO 'fHE WETL\NDS OR THE ADJACENT CONSTRUCTION SETBACK lONE. DETI':N nON POND OVERFLOW AND DHAWDOWN STRUCTURES i\HE DETJ\ILED ON THE GRi\DINC; PLAN. DP..'TENTION POND ]S TO BE SODDED r'HOM THE TOE Ofo~ ITS BERM SLOPE WHERE ]T MATCHES NATUR,\L GHADE OUTSIDE 'filE POND DOWN TO AN ELEVJ\TION ONE FOOT BELOTf THE NORMAL WATER LEVEL W]TH Si\ND GHOWN SOD. INSTALLED STORMWATER PIPING AND STRUCTURES i\RE TO DE INSPECTED BY TilE ENGINEER BY l.J\MPING t\ND F]ELD INSPECTION UPON COMPLETION Of" 'fHElI~ CONSTRUCTION ,\ND ,. RECE]PT BY THE ENGINEER OF SURVEYED It AS- BUILT" DRAWINGS. PAVEMENT, MARKINGS ~SIGNAGE ONCE UTILlTIES ARE INSTALLED AND PIPE BACKl-']LL COMPACTION TESTS RECE]VED AND REVIEWED, PAVEMENT STABILIZED SUB-BASE UNDER 'fllE CURDS J\ND COMPACTED SU-GHJ\DE CAN PROCEED. STJ\BIUZED SUB-BASE TO F'LOH]DA BEi\R]NG VALUi': 75 PSI, 10 INClJ THICK UNDER AND ADJACEN r TO THE CUHI3S ]S TO OE PL\CED BE~'ORE THE CURB IS lNSTI\LLED, AND 8 INCH SOIL CEMENT BJ\SE COURSE IS TO BE INSTJ\LLED Bl':r"OHE TilE 'fI~ENCH CURB US~D W1TH]N THE ~ITE IS INSTALLED. COMPACTION J\ND FI3V TESTING OF THE SUB-GRADI': AND STAlJlLJZEO SUB-BASE IS REQUIHED. CURBING IS TO DE CONCHETE 2500 PSI MINIMUM, PLACED ,\ND SAWN AT MAXIMVM 30 F'T SPACING PHOMPTLY Af'TER PL\CEMENT f'OH CONTRACTION JOINTS SOIL CEMJo:NT BASE COURSE IS TO BE PLANT MIX, \'1ITH A M]X DESIGN SUBMITfED fOH RI-:VIEW PRlon TO ,\NY BJ\SE COOHSE PLACEMENT. ONCE DASE COUHSE IS PL\CED TO THE LOCATIONS, GRADES AND ELEVATIONS SHOWN, ,\ND BASE COURSE IS AT LEAST :3 DAYS OLD, BI\SE COOHSE IS TO 131': JNSPEC'fED BY SOUNDING TO LOCATE ANY POTENTIJ\L SOlq" on POORLY BONDr:D J\REt\S. BASE COURSE ]NSPECTION IS TO DE PHOVIDED BY THE CONTHACTOlfs TEST]NG FIRM WITH COPIES O~~ THE REPORTS TO THE ENGINEER. ,\SPIfJ\LT SUR"~ACE COURSE MJX DESIGN ]S TO BE SUBMITfED Fon REVIEW PRIOH 'fO i\NY PJ\VING. ASPHALT SUHI-1i\CE COURSE IS TO BE 1-1/2 ]NCH Ol'~ TYPE S-3 i\SPHALT ONSITE AND 1-112 INCH Of TYPE S-1 ASPHALT IN THE COUNTY HI"'. I\LL PJ\VING IS TO BE SCHEDULED DUR]NG THE WEEK TO ,\LLO" INSPECT]ON DURING PAVING BY THE ENGINEER i\ND/OR THE CITY (AND THE COUNTY, I"OR PAVEMI-:NT IN THE TUSKAWILL\ H/W). AFTER PAVING, PAVEMENT IS TO OE INSPECTED FOH THICKNESS, CONFORMJ\NCE WITH THE MIX DESIGN, AND SURFi\CE APPEARANCE (COLD JOINTS OR SUHFACE TE.\HS. STONE MARKS, ETC). BLlJE PAVEMENT REi"LECTIVE MARKEHS AHE TO BE INSTJ\LLED IN THE CENTER Oi'~ THE DRIVE L\NE IN FHONT Or" EACH F']RE HYDHJ\NT. RESTHJ\INELD JOINTS ,ff PIPE BENDS AND OTIIER rTfflNGS i\RE TO BI": PROV1IDt:D ]N LIEU Of THHUST BLOCKS, WITH LENGTH 01'" HESTHf\lNTS PER rilE rABLE ON THE Df:fAIL SHEET. ,\}4'"rER Wi\TER MAINS HAVE BEEN CLEJ\RED If'OH USE BY r'DEP ,\ND rUE el l'Y, i\ND THE TEMPORAHY JUMPER CONNECTION HI~MOV~D, 'JiBE CON fJ\CTOH SHALL r'LOW TEST fllE lJYDH,\NTS IN 'filE PRE:SENCE OF filE ENGINEER, TilE UTILITY. AND filE CITY I;IHE DJEPARI'MENT. J\ MIN]MUM I"LOW RATE 0(0' 1250 GPM AT 20 PS\ mESIDUi\L PRESSURE MUST Bfo: ACHIEVED AT THE HYDHANfS. S,\NITJ\RY ~;EVfER SYSTEM TilE S,\NlrJ\\HY SEWEH SYS'fEM SlIi\LL CONSIST Ot~ 8 INCH DII\METER IPve SEWEn PlPE SDR 35, PRECAST CONCRETE MANHOLE P)ER fHE DET;\IL SHEET. AND f3 INCH SEWER IJ\TEHALS A\ND CLI'~i\NOU'fS AS SHOWN. PRECASf M,\NIlOLES ,\HE TO HAVE 1\ MINIMUM WALL TlIICI<NESS 01" 5 INCHES, i\NO 130 fTOM SLJ\B I\ND ,,'II~ST R]NG SECTION IN ONI": PIECE. CONNECTIO)NS OF PIPE 'fO THE M,\NHOLE SlI,\LL DE WITH 1300TED TY'PE CONNECTION WITII RESILIENT CONNECTORS AND ST,\INLESS STEEL BJ\NDS MEETING CITY HE(~UIHEMENTS. LOCI\TIONS.. LENGTHS. JNVERT ELEVATIONS, GRJ\DES. AND M,\NHOlE 'HOP ELEVATIONS 5I1J\LL BE PER THE COMPOSITE UTILI rY PI..IJ\N. INVEHT ELr.EVi\T]ONS FOR THE SEWER L\TEHi\LS AT 'fHE CLE,\NOUT u\S SHOWN ON THE PL\NS MUST BE HELD SO AS TO PHEVEN r C:ONFLlC'fS DETWEEN THE SANITARY SEWER L\TERALS i\ND THE SlTOR~t PIPE SYSTEM. GHJ\DES ~'O)R THE S;\NITJ\RY SEWER ARE SHOWN ON THE PL\N, i\N 0 I\HE 0..3% ~IlNJMUM fOR THE SEWER M,\]NS AND 1.0% MINIMUM i",'OR THE SEWER LATERALS. CONTRACTOH IS TO FIELD VEHH'Y nUE ]NVERTS ON TUE EXISflNG SEWER PRIOH TO OHDEHING d\NY SEWER ~tANIIOLES on ANY OTHER SEWER WORK. ,\NY D]SCRIEPANCIES SH;\LL Bfo: DROUGHT TO THE ]MMEDIATE ATTEN rIONl OF rUE ENGINEEH. SEWER UNIES ARE TO BE )....\ID IN PREPARED TRr:NCIIES, TRUE TO LINE AN~D GR\DE. ]NSTI\LtED SEWERS t\RE TO DE DOTH L\MPED I\NJD T.V. INSPECTED INTERNALLY BY THE CONTHACfIDH. ~ITH WITNESSING OF THE LAMPING DY TilE ENG]NEER t\ND TIll': UTILITY ,\ND PROVISION OF COPIES 01''' THE T.V. INSPE(CTION TJ\PE TO THE ENGINEER t\ND THE UTILITY. T.V. INSPE(CTION TAPE NEEDS TO RECORD THE LOCATION AND OHH~NTATJ(ON Of EACH L\TERAL COMING OFF THE M,\IN. S,\NI'L\RY $EWER MAINS SHi\LL AL~O BE LEAKAGE TESTED IN ACCORDJ\N(CE WlTH CI ry AND r'DEP REQU]REMENTS, If ANY GH01JNDif,\~TER }'LO" IN THE PIPES ]S OBSERVED DURING OR J\I-'"rER CON~STRUCT]ON. PIPE BACKl-'ILL eOMPAC flON TESTING IS REQUIR~ED. STOP SIGNS. STOP BARS AND HIGHT TURN ONLY SIGNS AT EACH OF THE SITE EXrrS TO TUSKAWILL\ RO.l\D i\ND WITHIN THE SITE i\RE TO DE INSTALLED AT TilE LOCATIONS SHOWN ON THE SITr: DIMENSION PLAN. J\LL SIGNAGE AND STRIPING IS TO MEET THE RE(~UIREMENTS OF THE "MAN1J,\L f"OH UNIfORM TRi\i"r'IC CON fROL DEVICES'.. PHOJECT ADMINISTRATION / PROJECT CLOSEOUT CONTRACTOR IS TO Mi\INTAIN J\ CONTINUOUS RECORD 0f'1 THE LOCAT]ON, SIZE, ETe OF EACH INSTALLED VNDEHGROUND UTILITY TO SUPPORT THE CREATION 01'" PROJECT ",\S-l3lJILT" ORA WINGS. rrUSI(AWILLA OFFICE PARK WINrrEI~ SPRINGS. SEMINOLE COUN1'Y, FLORIDA C()VER AND GENERAL NOTES DEVELOPER: 'rlJSKAWILLA OFFICE PARK, LLC 800 W. S.R. 426, SUrrE E OVIEDO, FL 32765 PHONE (407) 971-2004. FAX(407)911-2005 r ) .~~~I~V \ SI-IEE"r 1 OF 9 SEP'rEMBEI~ 4, 2001 NOT VAUD ~lnlOUT !NGJNURS SlGNATUU, DA'(! AND !H80SS!D SlAt UPON COMPLETION OF CONSTRUCTION ntPHOVEMENTS. CONTHACTOR IS TO PROVIDE TO THE ENGINEER AND OWNEH, F]ELD VERIFIED SURVEYED "AS- BUILT" DRAWINGS SHOWING TilE LOCAT]ON, SIZE, JNVEHT J'ND TOP ELEVATION 01" Ei\CII SANITJ\RY, STORM AND WATEH SYSTEM MAJOH CO~tPONENT. J\S WELL AS PAVEMENT ,\ND DETENTION POND ",\S-BUILT" DRAWINGS SHOWING KEY ELEVATIONS, GRJ\DES, ]NVERTS PAVEMENT WIDTHS, AND DETENTION POND APPROXIMA'H': D]MENSIONS. UPON RECEIPT AND REVIEW OF THE PROJECT "AS-OUILT., DRAW]NGS THE ENGINEEH i\ND CONTR,\CTOH SH,\LL SCHEDULE A PROJECT PRE-fINAL ]NSPECT]ON, THE OBJECT O~" WHICH \'fILL BE TO COMPLETELY INSPECT THE ]NSTALLED ....ACILITIES J\ND PREPARE A PHOJECT CO~tPLETION PUNCH LIST. HEPHESENTAT]VES Of THE CITY UTILITIES t\RE TO DE SCHEDULED TO THE PHE-f]NJ\L INSPECTION. CONTRJ\CTOH SHALL PROVIDE REQU]RED RELEASES Of'" LlEN FROM HIS SUB-CONTHACTORS i\S WELL AS ANY MATERIJ\L GUi\RANTEES, MAINTENANCE INI-"ORMATION ,\ND OTHER PHOJECT CLOSEOUT DOCUMENTATION. UPON COMPLETION Or' THE PUNCH LIST ITEMS, THE CONTRJ\CTOH SHALL SCHED1JLE A PROJECT FINJ\L ]NSPECTION TO BE ATTENDED BY THE ENGINEEH, THE OWNER, THE CITY J\ND, WHERE i\PPHOPRIATE, COUNTY INSPECTORS. l PI~OJEcrr CONTACrrS --r- OWNER/DEVtLOpr;l~ ~US~\W1L \ OF f ICE PARJ<, LLC 00 . S. . 426.l. SUl'fE E VIEDO, FL :32 (65 PHONE (/10",) 0"/1-2004, FAX (407)0"/1-2005 SITE CIVIJ ENGJNEEH JAMES C. BHANCII"P.E. 21:30 E. HYDE OBI vr DEl TONA, FL :32"': (3 PHON~ & FJ\X (:386 5'"ltl-20:.30 WATI-~H AND Sr~WER UTILITY CITY OF WINTEH SPRINGS 1120 E. S.H. 4:34 WI~TEH SPHINGS FL 32700 P lONE (407) 327-1000 POWER UTIlJ~'Y F~8RIDA P WER COHP. 2 t w. S. .426 o II~DO, FL, 32"165 &. S.H. ,13,1 SITE JAMES C. BI{l\NCI-I, P .r~. CONSULTING CIVIL ENGINEER 2130 E. IIYDE DRIVE DELTONA, FL 32738 PI-lONE & FAX (a06) 5~/4-2830 e-mail: jimbranch@mpinet.Ilet <.ad.Z1% -- 'J ::; "t' ~ 1\ ,/ I SEMi~'JOJ~;\-- i LJ\KE HOt\D i: HED BUG L\I<E ROAD LOCATION MAP (NTS) INDI~X OF~ Sl-IEE'rS 1 of 9 COVEI~ AND GENEI~AL NOTES 2 & ~3 of 9 BOUNDAI~Y AND 'fOPOGRAPIIIC stJRVEY 4 & 5 of 9 TI~EE SU[{VEY 6 of 9 SI1'E DI~IENSION PLAN "I of 9 GRADING & STOR~IWATEI~ PLAN 8 of 9 CO~fPOSrrE U1'ILrrY PLAN 9 of 9 DETAIL SIIEE'r "', . .'!- ,,,,,,.. ' : .' . I ...~' t:" ';~' , .;.,..;,; ~'II~ ~ ~~. , ...r, 11. ' : ~" ~ '" ,.;.. ' . ~ "'~.' ,t'. ,:' lJ,.,' :,'" ~ t~ ' ,r " 'f. . .:<11-', ,..~'.,:" .,. ,,'< '., WI/Itt. .... , 1I ~ :. ',', "~." ..tt 8OnOltl. OF BANK << ':v.. , . .' LATtO . ,A, '<.; ~ E. 'lt1..f:Y'5tON iC'..~~~:, . '.' . _ . ; ',' C(}lflNtR R€CORO "e...; ~ . .,'.. ce~tCl'tI ...... . ~. I..INK~' , ..cre ~NT , .' . .' . Tf!D. AttrAL fDlP( .. ~t.I.'Mt' OUl . . . CONC1tm . . CONe UTILITY POI.E ~L.t tv It.IKR orro OIAAlf:'l'r 11 "DEPARTMCNT .OF" rMHSPORTATION eDGE OF" "'WOACHT '. nr:w.11ON tt..~.. g;~~RJltR . Flf!tl"&:pAA"TAlENT eONNCCTlON F'lNI$HCD ,n.()()IP rovND .' . HOG WIRE HANOICAPPED ItH:HTfFICATION INVERT . fRON ROO , ~/e" IRON ROD AND CAP (L.8 1221) CERTtF'fCA rr OF' AUTHORIZATION UGH'T POLE MCASfJRf:D M/TE;.RED E NO seCTION J,WIJHOU NAIL . DISC NON- ~ADIAI. OFF'IClAl RtCOROS BOOK OV(RHu.D UTILITY L.INE. ptAT ptAT BOOK POINT OF CURVATURE ~fJ,. or INTE:RSECTlON ':) ~.; , " '':' tl.i: ~ ~',~ " h 'il',. . ~"",< " 1. l :'~ I' lIP. : C.o. / ,F' , : . 'W ''''',:QIla ".';', .~f.').T. ", t~~. f:t .; If " ,.. . .". , '1Hv' ".... ' IRe LIJ tP' C; (M) . MCS 11M N/fY 'NII OR ()kt. i' ';~ ~... , . , .", '''p... l' of . '" ,', ':.'- '" , ",t' .~, . , ' . " ,;'~ ," ,~ l' l , ~\ /. ", ~"'l . ,'. . ,'". ., \ . = III i) .~ l .. ,. ',\, i' ~ ',j. ..r:.' .' '," . , ':~~ "". '" ,':~. i...it.tJ :~ ' .; ~ :\' i' ., " iT' " '. <f Fl. , c I . R E ~ ~ ',., '" ':.j, < ' , ".. > .{ . 'Ii". ;:'" . f, ~.'_"" :;f ('i'!.';'" ,;' );.. ". . ,~,". ,.'" ",'" ,ill.' ~, ,?, ' 'r- ..... -c> Mev - -<>- pp Or/I-I t><J wv f 4- ~ (SJ Mev JOO.OO -66- (S <D . n. '''' l . ,~ " j.' .( , " .' ,.~.':. . , ~ PROFESSIONAL LAND SURvEYOR POINT OF' BeGINNING . POINT OF' COIIfMtNCCMCNT POINT ON liNE PROPERTY PROFE:SSIONAL SURVeYOR ~" POINT OF TANGrNCY POt. WlNYL CHL.ORIOE PI/?C 1fN)fAL REINFORCE:D CONCRETE PlPt RrCOVf;RED F#(;HT OF' WA Y S!CTION SANITARY SEWER STATION SlOrWALK TANGENT EtrARINC TEMPORARY BENCJoI MAflK APPROXIMATE TOP OF fJANK TnCPJoIONr TtLC'PHONE: RISER TYPICAL VITRtF1!O CLftY (PlflJC) . WOOD ,.(NeE: WITH WATER METER CENTRAL ANGLE: RAOIUS L.ENGTH SLOPE INDICA TOR SIGN TRAF"FIC now QIlS VAL Vf' now OJRC'CTlON UTILITY POLE FIRe HYDRANT WATER VALVE PROPERTY LINE LIGHT POLE GU'lWIRE MITERED END SECTION GAS VAL VE' SPOT (LE:V. (CENTERED ON DECIMAl. POINT) TYPICAL SANITARY MANHOLe STORM MANHOLE SET 4".4" CONCRETe MONVMENT (L8 1221) UNL E5S OTHERWise NOTED' '" ''':~:<l;:~ ;;.~:': ',~\ . . ~~. . " '.. , , t' ., .' CKD Bo . & AsSOoCrns"" . r.JNCO'a"Ott,ATED .. ":1 ~ . . ... . -. -, "t. . . ~f' . '. SURVEYOR"S CERT'F"ICAT( f . h.',~ e4t'1tfy tt\Ot \tti. l:i4ound~)' S\lnrey I, in QCcordonc:e ~itn the .....inlMUM Technicol StQI"dordsr o. requi,ftd by Ct\bpt., &..c'17 - & F"lorldQ Admm...trO~~. Code. . .. I , ., --~~~--~~--~--~~~-~~~~~~-~~--~~-~~~~~-~-~-~~~------------ O.",nr. L. .~r P.S.M. NO.:;)42 , DATE 8owy.,~Sin9'flon " Aa,OCicrt.s. tf'lc:. 520 $<>uth McI9....."- Av.nue OrlanClo, F'toticiJO 32&0' C.rtitfeotto,",of AuthOt'lzMJo'" He, I.B' 221 , . ,~:,2\ 1'~- ,~' >~,; + -'.::,y~.."" -:,:'.r: > t(GENO AND .ABBREVlATlONS: PLS P,O.8, P,O.C, :~OP PSM PT' PVC RAO RCP R!C R/W sEC 55 STA S/w TB T.e."'. T/8 TCL( TR8 TYP vc WF' w/ w/M 6 R L .,' , ,--"" <- 'I.._j ;i' . ," If" ' : ... '~l"~'<' .' t ,.' ,;.:".1," ., ,~-:.' ", .' , 'I' " ,'L 1,. ~ , , , ",>1'\ ~, ~f {;.' 'I I..... .. ... :- f. " y' ,.~... " '. . I,' '''''-'' .0,' " . .. ~~"" II'<:ri: '. ,...... LEGAL DESCRIPTION: THAT PORTION or LOTS 53. 54. 5!, ~e, 59, 62,'- '3 "NO THOSE UNIMPROVEO RIGHT-Of'-WAYS lY1NC BETWEEN LOTS. 5~ _0 $8. L.O"'rS.. 59 AND 62 AND 11-4E. NORTI-4 1/2 OF' THAT 30' V~O"TEO ~lOHT OF. WAY' LVlNG SOUTHERLY or LOTS 55, 58, 59. cr.2ANO 63. O.R.~I'tc...ELL'S suA'VEV OF THE LEVY CRANT. ACCORDtNC TO 'i04E PLAT THe:flI(~.AS RECORDED IN PLAT BOOK 1, PACE 5 or TI-4E PUBLIC R[CORDS O'V'$EMINOt.E COUNTY. FLORIDA; BEING htORE PARTICULARLV DESCRI9ED AS r:OL.L.OWS: COMMENCE AT THE SOUTHWEST CORNE." OF" THE ArQRtEutNTIONEO LOT 63: THENCE RUN SOUTH 87"02'40" EAST, ALONG THE SOUTtH liNE Of' LOT 63. A . DISTANCE or 1 62.14 FEET lOTHE POINT Of' eE(;INNlNC: THENCE DEPARTING SAID SOUTH laNE RUN SOUTH 02.57"20" WEST. "" OtSTANCE OF' 15.00 n:ET TO THE CENTERLINE OF "" 30. UN1M~VIED ~IGH'r OF WAY VACA1EO IN OFfiCIAL RECORDS BOOI< 4112. PACE O~9' Of' THE pueLlc ~ECORDS or SEMINOLE COUNTY. F"I..ORIOA: THENCE RUIN SOUTH 8T02.40" EA5T AlONG SAID CtNTERtlNE A 0fS1ANCE: OF 1129.:20 rEET TO THE WESTERLY RIGHT -or -WAY Of TUSKAWILLA ROAO AS OESCR/BEO. IN QF"FICtAL RECOROS BOOK :360.3. PACE 1 09~ OF' THE PUBLIC RECORDS OF SEMINOLE COUNTY. FLORIDA; SAID POINT L YINe ON A CURV[ CONCAVE NORTHWESTERLY HAVING THE FOLLOWINC ELEMENTS: A fRAOIUS OF 5671.56 rEET, A CENTRAL ANGLE OF" OS42'36", A CHORD lENG"TH OF" 367.57 r(fT AND A CHORD BEARING OF NORTH 12.'3'06" EAS1T; THE,,",CE F'ROM A TANGENT BEARING OF' NORTH 104. 04'24" EAST. RUN NORTHEASTERLY ALONG SAID RIGHT OF WAY AND THE ARC OF' SAlO CURVE A. DISTANCE OF' 367.64 FEET TO THE POINT OF REVERS~ CURVATURE or A CURVE CONCAVE SOUTHEASTERLY HAVING THE rOLLOWING ELEMENTS: A FltAOtUS Of' 5781.~8 rEET. A CENTRAL ANGLE OF' 01-'2.,,6", A CHORD lENC'TH OF 122.38 f'EEl ""0 A CHORD BEARING or NORTH 10.58'1'- EAST; THENCE RUN NQRTHEASTERL Y ALONG THE ARC OF SAID Cu~ve: A DtlSTANCE OF 122.3a FEET: THENCE DEPARTING SAID CURVE AND RIGHT OF' VNAY LINE "UN ~OUTH 20'20'3~" WEST. A D/STANCE OF 6".~2 FEET: THIENCE RUN SOUTH 45.38'29'. WEST, A DISTANCE OF" 59,63 f'EET: THIENct RUN SOUTH 71.30'38" WEST. A DISTANCE OF 48.60 FEET; THIENCE .RUN NORTH 7S'2tf5e" WEST. A DISTANCE OF 27.98 FEET; lHIENCE RUN NORTH 54' 1 6'32.' WEST, A DIS1ANCE OF 44.:31 FEET: '1HIE~E RUN SOUTH 44.'.3.'2" WEST, A DISTANCE Of" 18.82 rEET; 1MltNeE RUN SOUTH 5'.18.33" WEST. A DISTANCE or 345.75 FEET; TH"ENCE RUN SOuTH 66".3"22" WEST. A DISTANCE OF 62..36 FEET; THIENCE RUN NORTH 62' .37.' 7" WEST, A DISTANCE OF" 63.47 rEET: lHIENCE RUN SOurH 76'27'47" WEST. A DISTANCE OF 62,38 FEET; THIENer RUN NORTH 84.34.'2'. WEST. A D/STANCE OF 83.22 FEET.,,.'1'H1ENCE RUN SOUTH 76'44'49" WEST A DISTANCE Of' 45.06"""; TI+4ENCE RUN NORTH 81'18'28.'. WEST, A DISTANCE Of' 49.25 FEET: TH'ENCE RUN SOUTH 85.0,'56" WEST. A DISTANCE Of" 48.02 FEET, THif:1iICE RUN SOUTH 52'42'01" WEST. A DISTANCE Of' 67.33 FEET. lHENCE RUN SOUTH 80"7'2'" WEST. A DISTANCE OF 52.69 FEET: lHtENCE RUN SOUTH OS27'55" WEST. A DISTANCE OF 23.'2 FEET: 'THlENCE RUN SOUTH 69.34'23" WEST. A DISTANCE Of' 95,27 f'EET: THlENeE RUN NORTH 82.16'34" WEST, A DlS1ANCE OF 77.56 FEET; TH4ENCE RUN SOUTH 84.~5'50" WEST. A DISTANCE OF 75.60 rEET no THE POINT or BEGINNING. . CONTAINING: 199.036 SQUARE FEET (4.569 ACRES) +/- FOR THE EXCLUSIVE BENEf'IT OF: AVERY PARK. Ll..,C WINDSWEPT JD/ PEOPLES FIRST COMMUNITY SANK SCOTT O. CLARK. P.A. COMMONWEALTH I,J\ND TITLE: INSURANCE BROKERS. TITLE INSUAAtJCE COMPANY , 'hr~ " '. '..... . " ).: ~,,', :.f ", .,' , J. .( . . \' . /"::~,,: .~~:"'! ;" ..... . .,., "' ." ,~~:~,," '~~,,'~ .:1.>,', '$ . '.. . "' ," '> . c. ., , ~, " ~ ;' .'" _' ~. . ,.J- . , . ' " ~ 'i " . ,tt\ " . ~1). Lok. Jfssup LON6WOOD , f ...~\ ~. ,~ '. . ," : ,,~"If" . ,"l ' .' ..,;. :1 ~,.;; '. ~~<; :~;,J ~ . . '. , ct. . ........ "~ ~, 'Ij",r~? ca I i - & i " i<i,;~ "-' , \ :.~ '\:t~ !~I~ " " :~i/~ r! '. .;oi:,' ;; ~~ , Wi 1;... ~ ,,' :.~ ' ! ~ftl. . . '~ '. '~:'/:b '. .:~' ~>, :',\ ;";' '~"; , .M,~ .' ,+~ I RON" I DGE v.v.,.~ c ,.. c ~ i " ,..I, ... .' l .' . ~. t , '<, ;1:' .t . . ~'. f " " LOCATION MAP NOT TO SCALE ... .;:; '. ,'" ...." .:II~ ~ . .' .~~ ~ ,.. NOlES: BE'Of"ing5 bosed on thE' Sovth line oF' Lot 63, DR. Mitchell's Survey of thE' LE'vy Grant os being Ser02'40'[ (OSS\)l"Ied). UndE"rgrovncl footE"rs ond vtititiE's werE" not 10cott"cI. Property ~ vocant londs ShOWN h(>l"t"on were not abstracted for Rights-OF'-'w'Oys, E05t"MentS. OW!"lel" ships , Adjoineors or otheor instVMents of I"'ecord. Unless it bE'o.l"'s thE' signature and thE' Ol"'lgino.I rOised 5t"0.1 of a F1ol"'ido licensed surveyor and Mo.ppE'r, this Map/report is for ,lnforMotionot pur'"post"s only and is not valid. According to the Notlof"lol Flood ]nSUf"o.nce PrOQr'"OM. Flood lflsuronce RotE' Mops. Cot'll"lvnity Ponet No. 12117C 0135 E. Effective Do. tE' April 17. 1995, this parCE'l liE'S in flood Zone ,IX.. 7. (lE'votions bOSE'd on Sl"t'ltnolE' County DotuM, frOM BenchMOr'"k dpsigno.tlon 2375601. described os 4)(4 CM 30'+/- V of e/l of Tuskiwillo RooCli 50' +/- S of S property line of Hi F1ovor'" M~ot Co. disk not sto.t'lp~c:I. ho ving on [levo tlon of 42022. 1. 2. :3 4. ," 5 " . ~" '\- 6. 8 lnv(>r ts to storl"l inlets on Tuskawillo Rooel ore inoccessibltt, 'thus thE' bOttOM t"h!'vo'tions ort> shown, . . ,.,' '.~ . ~'; ..~, :J' '. r '{ COMPANY ~. \:. '1 .. TUSKA WILLA Q'FFI€EPARK' ", " ':~ SHEET '3':~ OF';9 BOUNDARYSUR'VE.Y'." .' . " .: '~,4 ~;;~~} >:~:.,\.: . ... ~,,!,: ... . 1 '~d ",. ~ ,., NOT VAllO W{THOUT TN( StGNA1'V~C ANO lHE OAtClNAL . ,.RAJStQStAl. OF It. fl..ORlo.-. UCI..S€O SURVEYOR .' . . . . ... ANt) tAAPPfA' .< .. ",. ", \.l .. , . . " ' ). '. ',.' , .. " . ". ~. ) ~ .;~". . , ~. .~ A' PORTION OF' D. ',~~ Ml~lfLS::,,~1JR~E}' .trl/ftlt: IN .ZeT/D." I. .'I!D'rN'ttM:/, '.III,_*H. '"Mli..# 'tlD .~..". :" '".' < "J~":i. ~. . .; '-'"i: '/~" ~;:" I rlJPG TSV II< 2 / 1-6 T$~ JK 3 I 35-37 rtELD ~~E Ol-::n-ol 07-25-01 ,:~,PLAT 'OF BOUNDARY, TQPOGRAPHICAND j ,'TREE LOCATION'SURVEY' j .~ ' ,*" ,. . . '.. 'PO,R .G}Jt:.:~beVELQPMENT. PARCEL ~ , .,:' I <' '~"" " . . 1...tlll"t.~ .. P..........,:~....,yt~_r"O - ....."h.......'" '\ . .'0 5DlfTM MAGNQL.':rjt "A~'" ,d 'Qttf;,.A8pr:t.; !",_'i.", 3.-01 ~ "4P7,,'A,)-5~,Bo.,'- '.' 4:0.,...."9............. "NQ....r,. y i," , '. . 'I' , ^'JioI .,. ;' ; ....~,' ,. ~. , .... ...~>...," ,5- . I;; :.'i .;~ '. . . ,. 4' ,~;"... . ~," .:~",~, ~; , " '",,';' ":.. I . ':, rl,;..:,: , t J.~ l., ' .; ...:. "'. ....... , _'I ;. ' ; , : ...:J';_ \( ~..:;,~~. 2 'r' ,:~ .: ..'1'/', DAAVING ~T(. . 01 -08-01 APP_D , . "~D BY ....-:.. 1 ~\ ~ 1 , . "'f .' -. , , ~. )..~~:~t~";,. t, ~_:, ,. : '~. . .~~'", ,,~~~....,," "'", .. , &. ., . r- , ; . ' P' -' ',- '..~'.!"' . .. l!., ..' .-c;~' .". ., j.... ..... ~. or ~. ..,' ...~;. r -',' . 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LEVY GRANT PER PIAT BOOK 1, PA E 5 . f . t 60 57 r/ i I I i ,1 r N7S-28'56"" 21..98' N5~ f6'32"" t-\~' ,.- \ 544-,3'12",,-----1:. 2'" \ -, , \ \ '" R-478' .68' i L-t22.3S' ~ Ia'O t., 2'46" 'B-Nt fY'SIl', t" CD- t 22.38' ..' ~'l \1'~, ;- .. \ , t I" '~^,: . ' ..' ./: ~ , " r,' '",~, < .~,~~, ' -- n.. Ihtla.nd '~1'lt'.'UHJ.in. h4f0f"eon is a. -prrovitUd-. . Mm-gtx.'n E",-vU?rtm&"11ttJ.l and nrrv~d ~ S~ Survf?}(ing rrw"pUJ'lY. dau'd 10/1:5/95. . // /' //,/ .,./' ..------ --.... . , i i I , 'ti}, ~-" : ~ '.. I.r. ';i-:~ ~:':.I.. ;'" .. ~' . '. ~ ....:.,J '\ '~.' " ..... ". / /..., .~ '. ',- "'- " ,';1 ,:,~ '~;<, . " '~' ,~ ,~., ~ " .. ~. . I ., " 1 , ~ .~., ~. ~. , . .. ~ " , ,. ~~' .:~"L" -.;... , ~ '-., ,....";:,. S/~ rEM - E:LEV-28.06 . r'T" .".7....x4-.,.-T:JrNo I I I 62 · NBf-,8'28"I '/s$-Ol'6S"r'4oC . *" ,~" ,:~f. 't ~ . ,~I .' .. .' ~',t f . ~:' f' ;r.' . .-lI;/:, '~"f :~~f~~ '~ ,": r .:11 .;, '....' ','<. 63 M:' --;--- R-6677.6B' : L,-1J6'7.64', '. /:ytIr(J:r4~t 86" " CB-/Vt2" 13'OIl"E CD.,367."61' :~ '~, p, o. C. CHC DEVELOPMENT TRA Sll CORNe OF 191'...'8 /tEe ~..~" eM ~ ,. I ..i' .' I ."l',' , ~ ' ':,' ':; ~ l' 'J'.' ';It\l' SBrSZ'AO'8 30.~, f" ~~' ~;", ... '.' ,", .,i' ~ It" NlKrIl7J30"" ."EC4-o;c4" eN; (1126 .". ,1'411"8' '23. S~:t7'30~ "'.,.. 'SOr67' 2 1$.00' . . . '. " J:" '. 'f: ,;, ,,,,,,",' . . ,'d. PLATTED R/'If (Nor . .~.........._-_...'!~f~.'!'e'!._1'.~~J!.!l 411l,lMPR. . ."- ""-~...' ................ -;-. 0. 'OlfTJIJJtI 0/1' UJr 7, , 7Il.8 vy tRAN :J b.Il.1t. '11IU'$ .. . r l'Ifll PUr BOO/( ~ a" , ~ :" ~ O,4K .TOIlEST UN/T, SEVBN PUT"BOOK 39, PACES. 16'-17 , '. i ,,,'l' .,' Lor ,,"t .",.. . ,-.,.tiIll'49"E "I..'.~8' ..... '~.'~.'-..~...., ',r # "'~~ .,~:: {r .,';:" ~ 'I,"'it;, ,', ,,' ", "~,','v:'~~ ,',~ " ~.r -.' .-' ~. , eAII 'I'tHWft'VN/T SIrEN . .,,.~ ft~ 8. ,., . " '. ... .' . ~ .~. ! fit . . "."";0 ...-'~'- NEe ","%,1" CO/VCRETE MONUMENT-.ffl1Z63)NB.r4S'., D.I'N. 0.5'''' 27.8&' II'':', IIIt'1"~ ' .:' '~...'...........- -"'~", . r . , ~~ r .... CREOY UE CIRCLE W>> :!f1. 'Vr/te;.,,4,n $6 ItW<>U.H , t .. . 1;, . .~'c ~.~ , e'. " ~" ",:"'; ,~...". ~/~' ,~ ."';#t: " ~ ~'r-t 1';; ~,; , ,?" . , .~, ~ ' .,- , " ';j : ->"'" :~ SS- 1tN tOl'--n.(T ~,~;.fW 'l ',; . ~:.~,'.: . 1;'-" ",,'" .' ~ti~ '~~,~~~} .' i~<.:, ... ~>"- ,~.'" ~~\;I \; . . f"J .~ "-::~ ,. ~~" ~~ " ! .. i .- . ~; ; ffYlAJI r' TfN"....4. 1/1".,.1. f , . l' , .f ~l ,!" ...~~;' f" ' ~,' ~~ "'~:'.~~I ,', ~~~ {i'~'i ,'~ .if ..' { ~, ,'. !/ I 1 'I ~: .. . . , ~ '" ':'l .:"I',L(JIUDA' ' . .,~ '" . " . . -,:;;' ,",,~: . . " r~'.. .....'.., ~ ,; , ", t. , ':'" tIC, Iki.: . ,.. ':,,,..' ..'.. ." ,A~:,~R,TJ()NO!,',~'R.MlidiE.LL'S:'SURVEY: .It A $SoO l~"f': ;~J1tilgQq:(),'AT.b: ;:. · t'Rf!!.'!k: '~8.C;rftj-N,':.t~ i~"'9NIP Jf~ _TH. JW!(fiIl:, ~1t.4Sf' .. I.OtNII.....,r.;.,.~A..t_;. .;~ ,t. YJy",..' ,."' INY''''.''''.'_ ~; .,' .i. ,eo ~ ~~~>:-c- ~,_~Dt{"Lo.l'" ~l': 407..... -Sl_~~ ..~)l 407......'-......, ..... .,:tAb. ....,t'. ., ., . ,,! ;. ~ , t, . . . .J.~ ,~LAT OF ,B'OUNDA:RY, TOPOGRAPHIC AND '~~'. . TREE LocATION. SURVEY , '\-" . '~', ' "."68 " ." r'v: ' " . C,HC,'DEVELOPMENT PARCEL r./~ T$V IK e 11-~ T$" _3 l )5- 37 .' r U:UJ 1lI'1t.;.. " D1-:'1"")\ 07-~0I . . .' '~ IRAWING lATE OJ-oI .IV ','.l:M I va. '~~ " , ", ; t < :.~., Jr,~~'. J.:~:~~' , " ~" )'" 2.. .. ~ '" i, ';.' ,'1 .... '~. , " , '. A:'... . . .J . ., ~. .".:." . __;. . ,,:..;,{..J <.... ,~,or ~, ;J. , :..,..} . ._. ...i ",'"'. f. -'. T .' "',' . ~. t,: ~ . . i'> , . i":i.,' '. ' :.~, teJRTHIMG t~S'T_ ~ .~ ' ...... po f, .., '. . . ,', :'.,)":" "'lIiM'~\" 39.' (I" ,~ oJ... ~_'" '..,>t;..... .~ >. . \. ~e <'" . 30)67.3. ~.o f" v_~",,"""', ..... ._-ft .1 (, ~t... ,"" I\.J..."'- ., ..-" . .... '... ,. . -. . .JI9I,., :i '. . ,. '~;.'i .;;:..'. .:,' ,.:: ""4 " ,.,:'3Il.' '.. '0 . ' . 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Z66 3OJ95.3 267 JOZOO.9 268 30205.3 26' _45.9 270 3020J.? 211 J0e03.8 272 302"'.7 .273 302580 ~7. 3~".& 275 302162 e16 _16.8 271 '0243.4 Z7Q 30210,1 ,." _".0 28G :JOaGZ.c m' 3On15 2st _laD 283 3OZ34,1 e&4 ~.9 285 JOl C);7.1 "' 30221.0 287 ;)01". 28& ,:*C)fU 289 '3Olt~,.' no jQJ~7 , " DESC. 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I .. / , // . / X / ..... . r I ..11 'PA\tMENT. WALK OR SlAB SPOT nEVI. 'nON .t' GRASSED AREA SPOT ELEVATION 4 \ - ~.... txfSTtNC SURrAt[ CONTOUR ck tlEVA'ft()N ... ... ",., , . NOTE: ALL .NLE't GRA tts AIt TO BE STEEL RECt1CUUNE. TRAFllC BEARING GRAlES. . " SEWOt LAlERAL TOP OUTSIDE IS EL 36.31. <D STORM PIPE BOnoM OUTSIDE IS El. 37.51; NO CONnlet. SCALE: ,. - JO' 1 + JiI... EXISTINC SURF' ACE SPOT ELEVA 11 ON ~. e i $-6 ---..-- .$...., INLET STRUCTURE. STORM SEWER & OUTLET STRUCTURE V-. ........ J1-... DETtNlION PONO CONTOUR ,,0..-___ ,,4Rl:C11ON Of SURFACE FlOW. PAVEMENT StOPE - / ~ j:1( LOW POINT, HICH POINT ~ tTS [L[VA'YIOM ,- " / (" '" / , 7 \ 11 \ \ ) ....",....,., ...- .... " . / /. / .. \ ,,,.."" / ... .. ......... / 8 ///\ ,/ ,,' ........... 34.S .36.5 / . . , . . \ . . " ., ,,,,..." :,...--....... /J ."". ~.............. ..'tIfIIII1'1". . ...~ ...'" . 9 I ...Go. - I 31.5 , I " , , , .. '. .37 -- ... - . . - """-........... I ..-..-..-..-.. I ' I I / , ----:-----.. ...../ RAIl. TO OPERTY TV OR CI .._.._..~ ..../ ........-..--.. ~ II ;- / ..-..~r._.._.._' ... / .., .--..-.. / I"" -.'-.__.._, . . ", ~-.- I / / to' ,&$1 ZED ~~ .~..~.. / _~~-'~~~-- #..l .._.._J_,._.'-'~...Jrai[J7 0'~'6~Dl!t;.i'il87. '. ~~ '&50 PSl Fe/.' __---'39-- f '1i-7 .' . ..__. .,., I " .. ... . . 'j" ."". "". · . , 1 I, .,. , ..,. . . __ . . ...... \ .... . . .... .. . ' . . . . c" , '\ . 7"["-..-'.r". ..-.,.......... · . . \. __" '. . -..-...- . ~ '0' Wf.B.~n."'. '.:'., '.:' ~'-Y. ~_:"'"I-. -t--_...,.! : L' .'~ \ , , - - ....... 'i' \ , , f'- I - - _ _ T , I '.' I I ..It ,- - _ _ _ \ " I ': \Q #~'" \ - - ~ 1--";, S."11I 'SII1' I,. : " ~ , \ \.... , \ \ \ N" PI. '8 . \ ,'\ \ , '. #f ~ f' \ -- \ \ W<,' \..._ \ \ \ ,'~ , \ f \ \ , t--st .IWIIA~t . \ \ , U1YUrr ~..,. \ \ 'J!O.,!! I e .\ ;;V'mu REL()CA1I: txesTING SEWER '..ADA&.. a SEIt\4CE ~ S'nV u ..10 PROPOStf)pShlEIt "*. COOfU)INA1[ SOGUtL or .M1.OcA'ftON' ..1H aTY ~ .,~ kOM(OHIt. . .' '. . CON$1RUCT CONA.ICT dIUC'tlJRC,ON !)OST.$TQRM _,SEWER. SAN. !rID. .... .TO It r OJ~. 'In lINED ,28' lONG. CENTERED ON 1tfE ,STRUC1URE. D1bI) WESt ST_ PIPE AS REQUIRED. . , 'J . ' , . , /' /' ". . !.,""", ,.- -"' ," ,," ,.... ...... ...... .,.... .". ..--..-..-. .-", ,," _ .. _ . .. _ . .. _ . . t..eo ~ _ _ ... -..-..-.. '" ~'I.", . -..~._.. ~ '" -..-..- ~ / ..-...,... ,/ ,- ,/ ,- ,/ ,- "" ,- " / ",; / " '" ; '" --- COIICCT YO DII1 ..... . '-'FIIOWD ....... CGNNIC1IClM. ..... '10 IICIWt \lftL M1!M . Q.IMI;O fOIl .. IV FDII'. ~i--- . ~ ~ ~ I N ASTM INDEX CSOO C509 "'.70 C~ 40.60 C509 40. 5 C509 38.8 .ceoI 37.0 : !. ,CSOI'. 30.1 'I~;'- ,t . C50t30.S (3)O 28.20 . "'-2 M-3 "'-4 I - I -- ------=-IT - - -1 / ' I I I I' , /'1 ._- ,--- I,' I,' I,' I I I,~ , I I , STRUCT. No. "'-1 TYPE , fROM TO STRUtT. STRUCT. lENG1H OIAMETERst.OPE MANHOlE MANHOlE. MANHOlE MANHOlE MANHOlE MAM4OI.E MANHOlE .1UIfHCU 25: . Ho. No. to) (IN) C~) . . 8- "'-1 "'-3 110 0.40 M-2 M-3 eo r 1.43 t" , "-3 "'-4 118 , 0.40 ,. , ....4 M-5 315 .rt .. 8.73 W-S M-6 fOt" It. - 2;. .' M-' M-1 376 tr '. t.. 28 " ., . . I "-7 "-8' 3~ 8- 0,.0 . "-8 M-I 1$7 ,,~ ~tO "'~.., .. -I,i,,: .''- " _- -- OHlr----- --------- ~ . "-5 M-6 "'-7 11-8 M-' 29.05 - 29.00 . ",,'. ~", , " /J fIT ~ tit" t ,~ )l ; .~ ':'l.~... " ~.t .1..... ,k I ' ,,; ~ ~ 2~14 . 25.20 . 24.30 - 4.23 4.23 . J t f . ' .~i' !. '- -r,~",.. II I i I ! ,....wATER .S~1E" LEGENQ. " /' AlLLAtHAtI _'*'"LENC,".,~ .. . .... .,.' '. ..' ','" . . ~. 0IAIC1Ot ANQ"II$'MI.1.tO YO MATCH ~TS tHOWN.' :: " . II . 1 COMSTRwt. Ntw -OOOWOU8l~ 'rt'N MANHOLE ON EXISTING UNE '! . ~ ~). 'PROIDOIIQ- .ttr4RY.. ~".30. .' C04S1MJtT FlOW CHiNMlS TO alA TCH IH~\ .At" ~." '., .~"'~... ~Ecl..-. . .~,~,,'" .~."~J..~~.".T~RfACE. ,.... AEPLAet. .uc.. -' euae '.' . REQUIRED. UA ~ Fl.OWUNEs. SANITARY SEWER LEGEND .t ' MANHOlE. MANHOlE No. & SEWER MAIN(S) b L!J&.JU., WA~."AIN. OUC,u1RON , s- w.,. WA lEA <, "~"PYC,: \ " .. . ~ CA1E_":,:~__ANO.. slOW-OFT . -cr ~. ~.~ $'j1t1l W. w..wPdl' '--1-. f1Rt HYORMrt/~;"~' ':;~~~1E y~W;' /' . , " . ~""~:r;!.7~~' ~,~'_".'- t . r-! ~ ..._;;.'~ AHO METER BOX .--;IRRICAl1ON. SDt~..~ttR. >>'0 METER .ox ,-> ~'.. .~. .-'" " ~... ,'. l' .:~ s~ ~, ~ V" -~{~i }'- .. l: ' ~:-.. .~~ . :r . I , 1',. r'. .COMP'OSITE U'TILlry' .. PL'AN REVISIONS . ITEM REVISED . TUSKA WI.LLA Q,FFICE PARK WINTER SPRlNG5. SEMINOLE COUNTY. FLORIOA . .l^~~ Q.i'~~~o/' 1!LI&!!!!IIt. ... ~.... .. ," ',' ., ." .. , : . iii.' , " .B, .t(!, . . .. .' . ',.1..,., . '. .,..".. JAMES C. BRANCH'.. P.E. . , cONsul TINO ow. .t8CINttR' .... 2J30E.H)t)E.OJttVE:'.. , . " DEL toNA., n 32738 PHONE. " FAX .' {_) &74-2eJO .......mo.:. """~lftel.net. , .' " ~- - . , '.. o. DAlE ~ 1N,"to SAN. SEER 6" lATERAL. ..- 8U1LOINC SAN. SE:~VICE(S). ClEANOUT ct INVERT OF 6- LATERAL 0 a.E.:ANOUT DEVELOPER: TUSKAVWLLA OFF'tCE PARKt, LLC 800 S.R.426, SUITE E OVIEDOtn 32715 , , ptK)N[. 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VAL Y[ TO It lPENED .... tn, UTILITY PERStHCL eM.. Y. . . (NTS) . t'., , '.. NOTES: Nt, .4T.... SCLID '. CIWtR \IlR( TO IE USED VII[ TO . TAPE I TO ..... , " INforvM.S , , VIIt TO IE, ....." uP IICIDE VIC"VE .Ta IELIV ctIYDt. .HE:ATl. Y COIlED . ',. AT WATt. SYStEM DtI ,,*"1$ 10 I[ ~ UP'. 1IJI\'......' , ,\IPtE,'TQ [X~ TNIIIoan VA1'D IY$....~ GN -AU. ... AND ALl. ttY"'YS : 25-3/"- -11/1', -t I' 1-1("- - NDTt$r . T~ JUMP(.R CUNlCC1J.....'. TOIt flDVl.. AT ALL aJ4ICttlClHl IEt'JEEN IXISlI. AClM:. VATER .... MD ~8 HE'" VATE:1lt tWNS. . . TMlS CDtI'CCT.CIN JS, to lIE uui 'all M rIlLJtG" OF' 1lL&.. HEV .'IR MIttS or IfIf SIZJ ...' FlIt. ~,-':L .~..V. VAtDt Ml\JHS uP t~ r IN DlNC'l. .. rar.~M_tpJCLOG~Cl(M.ct SMRts rtO Nff SlZ[ HE\.' _. t"~1If' ctMCttKJC IS TO. It .MAncD 1M PLIG: UNtIL THE HEY ".m'MIN HAS PASSU..-=-", . JAtTERJQ..tDCAL CLE,-:t REQUJItMEN1S. HIt rv HAS JSUD. . ANI THEeIT. UfILJ'fY taNCUlCI G4,. 1M_ USE CLEMMCE LEllO. ' TIC ..J.III!lfttIJCC1HIN JS ALSO TOlE USED. TD MlNTA1N A.Jll\l( <20 '"I) ...... Of .THr' EO'. '.$YS1CM(JN'IL1t4[ cu;-...cE' PUt USE IS1ltctlvm -R MI"TJJNGI USED TEt CDlCtT T~' fC\I .IN' '*'-, It JJ1SJWtCTCI IN ~ VJ'fH A'fI'tIA C6Si tlU1lD<<N'fS AT TINt or INSTM.LAtJDN. .' . . . - . .,' C04TRAtTOt ~ PIIOVtD[CtIT..Jt/ltJOM- rIOt A. cny ""IWO IAOCf1.OY PREVENTION TEtMNJt1M~ t"T ,~ 1DIILt CHECK JlQcFLI7tI f'ltvtN1'JON AUEMIl. Y USED HAS IEEN Ttlttl \lIMN OM: vtMt 'RttI TIC TIME IF IHSTAlLATlON. AND THAT THE ~y IS 1N GOlD VOItlCllCi OQ[R. [xttPT AS (F[RATtDIY CJTY UTIliTY PERSONNEl." THE Tit IN VALVE S1kL kMAIN LDC1<tl CLDStI. LQCtCJNG CLOStD ~ THE VAl V[ .SHALL It DONE OR VllNESStD JY TME CJTY UTILITY INSPECTtIl TfoE YAL vt $HALL REMAIN LOCICtI) CloseD OOJL rKP "S ISSUED ITS "INS CLEARANCE LETTE' ... Tt.-: CITY utilI""\< MiMES ,*" THE VIIl V[ CAN ND'J a: CPEtCD. UflIJfClTY AUTHDRIZAno. 'AND RtctlPT Dr THE rDl:p MAINS ClEARANCE LETTtR, TtC T]E I~ VAl. vt VllL II: CJItND IV TM[ UTJLl-TV, Nfl) THE ~R ASStMIl y. REIC)VED IY TWE CONTRM:TfJf. .d4PER CONNECTION ASSEMBL.Y MUST J( REMOVtD IErORt ANY rmt rLOV TESTING. ',. (.;~ .. . ~ ... . - '. . \' "'. . ~ . + ~ - ':t >', 10 ."., ;.' ~,- .... .-.... ',' '. - '31"'.' ... .. ... . \ , , ,. ~':. "'- ,', . ., 1"' TEMPORARY JUMPER CONNECTION DETAIL ~ . ~_I"xt. Wl'It m-..c U l"'Jr.- wwt FrI1IIiIG -... ~ II I III - ~,tu' I oL I - ..., I -n - I~:~aa I~ : : a 0 a aDD ~. SANJT ARY .: ::t SEWER c ;:tDDoaaoaaac:: \ooaaaaaoai COYER TO MA'4: NON-PENETRA ltlIC . PICK tfOLES r2 . '.r~ ~fufU . ..;" I. I' :: __ /w. P'C . . -. ~ " , - II. 11 INSTALL LDCATDltI\lMHtNG TAPE I' AJOV[ PIPE: (TYP> . SE' COCW$ F'LUSH ~ ... PA\Q AlltAS ' . A" UvA110NS SHOWN'" , \WA\U MEAS. . ..... ... I " ... .~-; > H '~ 1 A.-a - ECCENtRIC CONE .. .. _ !RACER, 'WIRE AND, L,OCATOR .T~PE' DETAIL (NTS) ,g tl ...-rt' 5- "'.... =-v~-~: $WIOMOS ....1;1 ('MIl.'. . ... ....... "J] J... ,"'" '. ~- CCN.. ~ ~. _.'. .-.:J - , ~ .... ~'. 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