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HomeMy WebLinkAbout2011 11 02 Public Hearings 500.1 Family Dollar Preliminary Final EngineeringPLANNING &ZONING BOARD AGENDA ITEM 500.1 November 2, 2011 Meeting Consent Information Public Hearing X Regular Mgr. / Dept REQUEST: The Community Development Department - Planning Division requests the Planning & Zoning Board /Local Planning Agency hold a public hearing to consider approval of a Preliminary /Final Site Plan for an 8,000 square foot Family Dollar store located on the north side of State Road 434, between Fairfax Avenue and Devon Avenue. SYNOPSIS: The applicant is requesting approval of a Preliminary /Final Site Plan for an 8,000 square foot Family Dollar store located on the north side of State Road 434, between Fairfax Avenue and Devon Avenue. The subject property is approximately 1. 16 acres in size and is located in the State Road 434 Redevelopment Area. The site plan is subject to all applicable sections of the City Code related to the Redevelopment Area. CONSIDERATIONS: FUTURE LAND USE AND ZONING DESIGNATION FLU: Commercial Zoning. C-1 (Neighborhood Commercial) APPLICABLE LAW &, PUBLIC POLICY Home Rule Powers Florida Statutes City of Winter Springs Comprehensive Plan City of Winter Springs Code of Ordinances City of Winter Springs Code of Ordinances, Section 20 -480: State Road 434 Redevelopment Area Overlay Code CHRONOLOGY • July 13, 2011 —Pre - application meeting with the Development Review Committee (DRC). • August 29, 2011 — Submittal of Aesthetic Review package. November 2, 2011 Planning & Zoning Board, Item 500.1 Page 2 of 4 DISCUSSION: The Preliminary /Final Site Plan details the construction of an 8,000 square foot Family Dollar store with associated site infrastructure consisting of earthwork, driveway connections, paved parking, stormwater management facilities, water, sewer, and reclaimed water service, parking, landscaping, irrigation, and site lighting. SITE ACCESS: The site will have three driveway connections for entry and exit to and from the site. The site currently has two driveway connections to S.R. 434. One of these (on the west side) will be removed, and the other will be re -built to serve as the S.R. 434 driveway access. This driveway has been approved and permitted by FDOT. The site will also have driveway connections to Devon Avenue to the west and Fairfax Avenue to the east. These two driveway connections, which are requirements of the S.R. 434 Redevelopment Area, will facilitate cross - access with the adjacent commercial properties and will allow some local traffic to access Family Dollar without having to travel on S.R. 43 4 . STORMWATER: Two interconnected dry retention ponds will be constructed onsite to provide the required stormwater treatment and attenuation. One dry retention pond is at the southeast side of the property adjacent to the right -of -way of Fairfax Avenue, and the other on the north side of the property. The two ponds are interconnected by an 18 -inch trench drain across the eastern driveway entrance. The stormwater ponds are designed to retain the design storm event, which is the 25 -year, 24 -hour event per City Code section 9 -24.b. Stormwater overflows discharge into the existing FDOT system and into the Fairfax Avenue drainage system, consistent with the existing drainage patterns for the undeveloped site. SCREEN WALL: A 6 -foot high block screen wall will be constructed along the northern property line as required in the State Road 434 Redevelopment Area regulations to help buffer the proposed commercial use from the adjacent residential uses. The screen wall runs along the entire length of the northern property line and has been set back 5 -feet into the Family Dollar property due to an existing water main located at the property line. SIDEWALKS: 5 -foot wide sidewalks will be constructed in the right -of -ways of Fairfax Avenue and Devon Avenue along the entire length of the Family Dollar property frontage. There is an existing sidewalk in the right -of -way of State Road 434 that will remain in place. Where the sidewalks cross the driveways, the driveways are designed to comply with ADA requirements for the maximum allowable cross - slope. UTILITIES: The Family Dollar will connect to existing City water, sewer, and reclaimed water service for irrigation. All services are currently available at the site. The 6 -inch fire service line has a backflow preventer located away from S.R. 434 at the back of the building near the northwest corner of the property. November 2, 2011 Planning & Zoning Board, Item 500.1 Page 3 of 4 The backflow preventer will be painted black and screened with landscaping. TRAFFIC: A traffic impact study prepared by Family Dollar's engineering consultant has been reviewed and approved by the City Engineer. The 8,000 SF Family Dollar is estimated to generate 380 new daily trips and 33 new PM peak hour trips, based on trip generation and pass -by rates from the Institute of Transportation Engineers' (ITE) Trip Generation, 8 1h edition. All impacted roadway segments and intersections were determined to operate at an acceptable level -of- service (LOS) both with and without the project traffic, with no segment or intersection falling below LOS C. In addition, storage lengths for impacted turn lanes were evaluated and determined to be sufficient to accommodate the project traffic. LANDSCAPING: The landscape plan details plantings consisting of Live Oaks along Fairfax Avenue and State Road 434 to help buffer the Family Dollar building from the adjacent right -of -ways. Additionally, Crepe Myrtles will be planted along the right -of -way of Devon Avenue to help buffer the building from the right -of -way. The landscape plan is designed in accordance with the State Road 434 Redevelopment Area regulations. The property is currently comprised of six parcels. Staff has indicated to the applicant that a Unity of Title will need to be completed prior to the issuance of a building permit. FINDINGcS, 1. The 1.15 acre site is located within the City of Winter Springs in the State Road 434 Redevelopment Area and is subject to the State Road 434 Redevelopment Area regulations noted in Section 20 -480 of the City Code of Ordinances. 2. The site has a future land use designation of Commercial and is zoned G1 (Neighborhood Commercial) 3. Central potable water, and sanitary sewer are available to the site. 4. The proposed layout is consistent with the State Road 434 Redevelopment Area regulations, the Code of Ordinances and the Comprehensive Plan. 5. A traffic impact study prepared by a professional engineer has been reviewed and approved by the City Engineer. 6. The property is currently comprised of six parcels. A Unity of Title will need to be completed prior to the issuance of a building permit. FISCAL IMPACT: The development of a retail store on the property will add to the City's tax base. 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. November 2, 2011 Planning & Zoning Board, Item 500.1 Page 4 of 4 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 Commission forward a recommendation of approval to the City Commission for Preliminary /Final Engineering Plan for Family Dollar. ATTACHMENTS: A. Family Dollar Preliminary /Final Site Plan 3RD —ZONE A sr "N3 � yP 4 GEOR Al - oyy W ENGINEER ' THE HUTTON COMPANY N2fy0 KIMLEY HORN AND ASSOCIATES w 3801 KIRBY DRIVE, SUITE 600 499 NORTH S.R. 434- SUITE 2155 c; "°402 a °pRr�N z y a y z m ORLANDO, FL 32803 kc CONTACT: STEVEN PRATT CONTACT: JAMES R. SHANNON, P.L.S. a z atSi4 L/�`� PHONE: (713) 664 -7974 -t 1319 PHONE: (407) 774 -8371 E i sr m z G 4 FAX: (713) 664 -9756 NE ANNE LN p3 y P ES II,. _ 0 ZONE X cD T. 20 S. .21 S. PROFILE BASE LINE warer m o a Springs O G �^ Eiemenrary �, m z K ZONEAE 31 N o B oO ORBIDE i < A GR m WO X 3 cABA F ZOI LOMOAROY R -� ( e Creek BURGOS J mm � J 35 ��� F.I.R.M. MAP PANEL NO. 12117CO16OF CONSTRUCTION PLANS FOR Ra W PROJECT ADDRESS: 320 W. SR 434, WINTER SPRINGS, FL PARCEL # 34-20-30-5AV- 1 800-OOAO & 34 -20 -30- 5AV - 1800 -00 DO Attachment "A" PROJECT LOCATION )JECTLOCATION WINTER SPRINGS, FLORIDA AUGUST 1, 2011 U Sy �T e� SECTION 36, TOWNSHIP 23E, RANGE 27E SHEETINDEX Cl COVER C2 GENERALNOTES C3 EXISTING CONDITIONS - DEMOLITION PLAN C4 SITE PLAN C5 PAVING, GRADING AND DRAINAGE PLAN C6 UTILITY PLAN C7 CONSTRUCTION DETAILS C8 WINTER SPRINGS UTILITIES STANDARD DETAILS L100 LANDSCAPE PLAN L 150 -151 LANDSCAPE DETAILS L200 IRRIGATION PLAN L250 IRRIGATION DETAILS ®QQ�� PROJECT LOCATION AERIAL MAP SCALE 1 - 100 PROJECT TEAM DEVELOPER ARCHITECT SURVEYOR ENGINEER ' THE HUTTON COMPANY CASTLES DESIGN GROUP SHANNON SURVEYING, INC. KIMLEY HORN AND ASSOCIATES _ 736 CHERRY STREET 3801 KIRBY DRIVE, SUITE 600 499 NORTH S.R. 434- SUITE 2155 3660 MAGUIRE BLVD., SUITE 200 CHATTANOOGA, TN 37402 HOUSTON, TEXAS 77098 ALTAMONTE SPRINGS, FL 32714 ORLANDO, FL 32803 CONTACT: CHUCK BORYSIAK CONTACT: STEVEN PRATT CONTACT: JAMES R. SHANNON, P.L.S. CONTACT: JAY R. JACKSON, P.E. - PHONE: (423) 643 -9202 PHONE: (713) 664 -7974 -t 1319 PHONE: (407) 774 -8371 PHONE: (407) 898 -1511 FAX: (423) 664 -7100 FAX: (713) 664 -9756 FAX: (407) 894 -4791 EMAIL: cborysiak@thehuttoncompany.com EMAIL: spratt@castlesdesigngroup.com EMAIL: jay.jackson @kimley- horn.com PREPARED BY ❑o❑ Mailey -Horn and Associates, Inc. ©_ 1 a 1­ ®QQ�� PROJECT LOCATION AERIAL MAP SCALE 1 - 100 INFORMATION SHOWN IS BASED ON THE TOPOGRAPHIC SURVEY PROVIDED BY SURVEYINGS INC E THE I CONTRACTOR FEATURE A VOTE OF INS TI A DIED 11 .1 T N DOE 2 P TO THE INITIATION OF SITE CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ANY EXISTING UTILITIES INCLUDING AS G WATER, ELECTRIC. CABLE TV, COMMUNICATIONS. SANITARY SEWERS AND STORM DRAINAGE SYSTEMS. ON AND / OR BURIED FTLTEI AND ADJACENT TO THE 51TE REMOVE OF CAP AS NECESSARI I 32 4 C AT LEAST 48 HOURS PRIOR TO CONSTRUCTION TO ARRANGE FOR FIELD LOCATIONS OF BURIED TI LI TIES ' T HE ' INTIACT" A 1EIPIN11LE FOR IEPAIINI AN' DAMAGE TO EXTN' 'A'LITE, ABOVE 11 BELOW AROUND, TIA T MAY 0... AS A RESULT OT THE WORD PCP,.P M ED El THE I.NTPAIT.1 .1 11B I.NTPA IT ... AS CALLED FOP IN THESE CONTRACT DOCUMENTS, OR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION /REQUIREMEN A THE CONTRACTOR 1H ALL `11GT SHOP DIAWINXI. AN ALL PIE CAST AND "N"A"'PED TEXI TO THE OWNER I ALL UTILITY SERVICE STUB -OUTS (WATER, SANITARY SEWER. etc) ARE TO BE INSTALLED WITHIN 5 OF BUILDING(S). UN S PELCCAT CONT ON(S) OF UND /OR ORE RHE CA E CI LITIE S. AND FOR THE LOCATION AND INSTALLATION OF TRANSFORMER PADS) AND ASSOCIATED ELECTRIC FACILITIES. A DUP NO THE CONSTRUCTION D /OR ES /HER R ENFORCED SPONSIBLE FOR F CDN TROL AND E AFETI OF IPAV A LAB OR E SAFETY U REGULATIONS VI SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA C. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF "THE STATE OF FLORIDA. MANUAL ON OF DEVICES SEA R CONSTRUCT ON RE PE RSONNEL FROM N HAZARDS S WI THI B THE PROJE CT iS. TO PROTECT THE PUBLIC AND A ALL TRAFFIC CFO ON UNIDO RM T R ART C CON TROL DEVCES PREPARED By THE I A DEPARTMENT OF TIANSPOITAT AN FEDERAL =1 AD M TAT ALL SUBSURFACE CONS RU C ION SHALL COMPLY WI ' A INSURE THAT THE METHOD OF TRENCH PROTECTION AND CONSTRUCTION IS COMPLIANCE WITCO R THE OCCUPATIONAL SAFETY AND HEALTH AD%1 ON (OSHA) R 'HE CONTRACTOR I NF11MAT NOT IM PLV THAT THE OWNER OR ENGINE ER WILL INSPECT AND/O, R ENFORCE SAFETY REGULATIONS. NLY AND DOES MIT (IF REQUIRED) FOR THE T SHALL CONSTRUCTION OF THE PROPOSED U LITES. C YH IS PERMI MUST BE OBTAINED BY DULY LYCEN SED PLUMBING CONTRACTOR ( CLASS A GENERAL CONTRACTOR) U PRIOR TO THE START OF EE CONSTRUCTION B E THESE PLANS ANY THE GRAPHIC INFORMATION DEPICTED ON THESE PLANS HAS BEEN COMPILED TO PROPORTION BY SCALE AS BIG "ATELY AG AND /OR REV SIONS. INFORMATION 12. ALL SPECIFICATIONS AND DOCUMENTS REFERENCED HEREIN SHALL BE OF THE LATEST REVISION. NT ` 13 ALL UNDERGROUND UTILITIES MUST BE IN TESTED AND INSPECTED PRIOR TO BASE AND SURFACE RS /SUB NECESSARY FDR THE ED IN I HE BI G THEIR CON T, ACUR GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE HIS /HER ACTIVITIES ACCORDINGLY. 15. ALL DISTURBED AREAS WITHIN THE FDOT FEW SHALL BE SODDED. 15 ALL DIMEN51ONS ARE TO FACE OF CURB 1. ALL DELETERIOUS SUBSURFACE MATERIAL (LE. MUCK. PEAT, BURIED DEBRIS, ETC ) A TO BE EXCAVATED AND REPLACED WITH SUITABLE /COMPACTED SOILS. AS DIRECTED BY THE OWNER. THE OWNERS ENGINE ER S OR OWNERS SOILS TESTING DI PL NS "PAN' DELETE' 'US RATE VAL A TD BE 'TOCKPLEDZ MAICIVED TRIM THE PACTEAR SI 'HE FOR ROTECT NI EXCAVATIONS AGAINST COLLAPSE AND ' PROVIDE CONTRACTOR A PESPGNSIXLE FOR ACOUIRING AN' PERMITS THAT ARE RECESSAPI FOP REMOVING DELETERIOUS MATERIAL FROM THE STE, ' THE BRACIN G.OSHEETINGRORH 'FOR I NO AS P DEWATERING METHODS SHALL BE USED AS REOUI RED TO KEEP TRENCH ES D" 'ILE PIPE AND NANCES ARE BENI PLACED , ALL N E CISSAPI FLL AND EM THAT IS PLACED CUP NO CONSTRUCTION SHALL IGNS 'T OF MATCP TO SPECIFIED BI THE OWNERS SOILS TESTING COMPANI OR ENGINEER AND BE PLACED AND COMPACTED ACCIPD THESE PLANS POSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADES, UNLESS OTHERWISE NOTED A IT MAY BE NECESSARY TO FELD ADHIST 1AVEME NT EL VA A I DOE HE SISTEMS OF TREES SHOWN CONTRAC SHALL TRIM, TACK AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMEN AT THE EDGES OF ALL PAVEMENT, UNLESS GTHER.SE NOTED REFER TO THE LATEST CURB NO SHALL CURB AND GUTTERS CALLED THESE D STANDARDS FOR DETAILS AND SPECIFICATIONS OF ALL F. D.O. T. TYPE I POOR TO CINSTMUCINI COLOR THE SOILS CNONCE, FOR AEPPOVA PAVEMENT. THE CONTRACTOR IS TO SUBMIT A PROPOSED IOINTINA PATTERN TO 1. IINTIAITOI TO PROVIDE A 1/2" T0," BITUMINOUS EXPAN51ON JOINT MATERIAL WITH SEALER AT ABUTMENT OF CONCRETE AND OTHER MATERIALS (STRUCTURES. OTHER POURED) IF ALL PAVEMENT MARKINGS SHALL BE MADE IN ACCORDANCE WITH FD.O.T STANDARD INDEX 411346. 12 THE CONTRACTOR SHALL FESTORE OFF-SIPE CONSTRUCTION AREAS TO EQUAL AND /OR BETTER CONDITION THAN WHICH ENISTING PRIOR TO START OF CONSTRUCTION 13, UNLE55 OTHERW15E NOTED. GRADE TO MEET ENIVING ELEVATION AT PIOPEITI LINES 11 SURVEI MOUMENTS OR BE NHMAK' COMPLETION OF BY A REGISTERED LAND SURVEYOR. B DISTURBED By THIS WORK, STALL BE REPLACED UPI 15 FINAL CRADES SHOWN INCLUDE ADD HEIGHT ALL AREAS SHALL BE GRADED HD DRAIN ANSI FROM THE BUILDIX TAVT' I ALL 5ANTARI SEWER PIPE FITINGS AND APPURTENANCES SHALL BE INSTALLED TO COMPLI WITH 'HE CITI OF SINTE, sPPI GAS STANDARDS 2 ALL PRO PIPE SHALL BE SOLID WALL POLYINIL CHLORIDE PRE AND CG-PL' WTH ACT. A ERIC AND ALL APPLCABLE ASIM DOCUMENTS AS FVEPED N SECTION NO 2 OF ART. X CFV M AN LNEI SHALL BE A M N MGM OF , D AMETEP AND LATERALS SHALL BE A MINIMUM 5 DIAMETER ' ALL SHALL BE TIED SE E LASTOME RIC GASKE T E JOIN TS SHALL BE F UTILIZED FOR VC PIPE, AN D SHALL COMPLY NTH ASTM F411, A"M DIEGO I A11M F111. HIINTI SHALL COM PLI W11H AITM D1112 NS (IF RED) SH LED P DIAMETER SHALL BE E CLASS 1 200 1N SDR 21 WITH D ASTM A D PEAT FORCE MAIN SHALL BE SPIRAL WRAPPED S SHALL BE MORE THAN 400 FEET APART AND SHALL CONFORM TO THE DETAILS AN I I GREEN ITICK VINIF TAPE. FORCE MAINS VITHIN THE IGHT SHALL BE CHAIR 11 DIP, A ALL CONTAINED HEREIN, AS WELL AS WITH LOCATED CAT& E ALL SLOPES FOP GRAVITI SEWER MAINS AND REFOCE CONNECTIDIRS SHALL COMPLI WITH THE FOLLOWING MINIMUM 1 ALL OANITAPI 5EWEP WORK SHALL CONFORM WITH APPLICABLE CITI OF —TER SPPINGG STANDAPD5 X PRIOR TO COMMENCING WORK WHICH PEOUIPES CONNECTI ON() OFF EXISTING CONNECTION POINT(S) E AND R NOTIIFV THE APPU R TEN ANCES, RAN L2EE' EWER MAINS SHALL HAVE SUITABLE MAGNETIC LOCATOR TAPES) BURIED AT LEAST ,e INCHES ABOVE THE P I ALL GRAVITI SEWER LIT" /AGENC' N ION(S). ON SCH ED GPAVITI 5EWEP LINE CONSTRUCTION THE CONTRACTOR SHALL PROVIDE COPIES OF THE TV INSPECTION TAPE TO THE ENGINEER, THE OWNER AND THE APPLICABLE MUNICIPALITY /AGENCY, THE CNT`ACTD` SHALL RE' FORM AN NFLTIAT ON /EXF SUBMITTED TO P THE A THE REGULATORY AGENCY M FOR APPROVAL T THE SCHEDULING. COORDINATION AND N O THE OF ALL 15 THE CONTRACTOR'S RESPONSIBILITY, IM' LEAK T HE LEAK TI.N ` .E1UNFlLT TI DOES NOT EXCEED 2QX GALLONS PEP INCH OF PIPE DIA.ETEP PER MILE PEI DAY FOR AN' SEXTON IF THE STATE M I EFLTATON DR NFLTAT.N TESTS BE PERFORMED ITH A MINXIM PO1ITVE HEAD OF A FEET C All 924 FOR CONCRETE PIPEM ASTM F- 1417 FORM FOR PLASTIC PIPE. AND E FOR OTHER MATERIALS TEST PPROCEDURES. APR' OPIATE REFLECTED TESTS FDIC ALL RE BA ENTS SHASBEEN N PLACE AT LEAST GO DAYS TO PERMIT STABILI OF THE SOIL -PIPE SYSTEM A A NO IRE SHALL EXCEED A DEFLECT ON OF ', I B USING A , I A B ALL 0, MANDREL FOP THE EEL CHAD TEST WITH A DAMETEI NOT LESS THAN 111, IF HE BASE N I F E DAM `T'P GO A VIPA G' NICE DAMET" OF THE Pp, DEPENDING ON WHICH ISO E FIAD N TH E BAN, C FEFFORMING THE TEST WITHOUT MECHANICAL PULLING DEVICES 5. CONTRACTOR CI INSPECT &TEST MANHOLE FOR OR M DAMAGE PC I OR P TO PLACING INTOCSERVICE. AIR TM ROCEDURES DESRIBED IN AS 1 CONTRACTOR TV NOTIFI FDOT 4C-HOUFS PRIOR TO BEGINNING WORK -HIN RIGHT-CF—Al ACC ORDANCE WITH FACT STANDARD INDEX 1604 4601. pane & 4603 AND SHALL 3 TEST RESULTS MAI BE REQUIRED UPON REQUEST, A AS-BUILT PLANS ARE PEDURED IF MAJOR CHANGES ARE MADE DURING CONSTRUCTION 5 ALL DISTURBED AREAS NUTIN FROT RIGHT-OF-ACH MUST BE SODDED ONLI WITH COMMON BERMUDA SOD ' ALL CONSTRUCT ON NTH N THE FAIL STANDARDS AND ROAD I XPIDGI SP1CF% LWAISSHIAR LE IN ACCORDANCE WITH THE DEPARTMENT I DESIGN 7 DEMOLITIGN OF EXISTING DRIVEWAI SHALL GO BACK TA NEAREST JOINT WHEN RESTORING CURB, CUTTEP, AND SIDEWALK, a CON TRACTORS CERTIFICATE OF LIAMILITI INSURANCE MUST BE ISSUED PRIOR TO STARTING CONSTRUCTION IN FDCU RIGHT OF WAY 9 PROVIDE MINIMUM 36' COVER FOP ALL EXISTING AND PROPOSED UTILITIES RK y4e05sm. ELEVATION - COUNT' CRINTI RD�4easlso,L.EELEVATION ° s.4az. NASA 1988 DATUM. PER SURVEY PROVIDED BY SHANNON SURVEYING, INC DATED N 06 /07/20,,. 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F o� sax '� P 50 �N5` PER °°in:a'E`,ao �oP �o Pa'0TA MIN�MNM HEAVY DUTY ASPHALT PAVEMENT SECTION NTI _EN —MER BADE TO MOUNTING P ExPON �NOH eoET a EasrrvEres cnaE w/E /e ^..^ ' " "`�" SKIMMER MOUNTING BRACKET �oNnE �� E, MF PNi EEE11TION 11 11 _P TTY -Tl� wE.D NfNoExEp T____ F� lf� K __ y TOP= sa.DO IPPE PIPE Puc sEN .o `„ ° °° J L_ _ PENN POLE CONTROL STRUCTURE "D1" DETAIL Eoo(I"I" `NTE DOGI aOTTOMNE "TE, A TIE NONN =11—T �sx �N FINEI DIP E.P.1111N TI BE P—ED BETAPEN DIP AN­ DEIT-NED 11 NTI PIE ALL UAN _E0NF DOUBLE DETECTOR CHECK VALVE ASSEBLY I R �exisNC D GROUND P"P AT LI 5% SLOPE DRIVEWAY SECTION C VARIES PROPOSE iS � D D CON CFETE 3.0' OF FLUME DETAIL A 4 (IEFEI OP -MENT sENTIONS) VERTICAL CURB DETAIL R POND BOTTOM= 51 DO R -SRW/= PROPOSED POND SECTION OA -A sc.EEN WALL xox�.. =� vnFies S PROPERTv TIFIE "F 7� GUTTER TDP= ea. 0 s S,p oarogwA I POND A TTOM= 5 2 - 0'0 - - - SHWL - 16 80 POND SECTION B B ELL MAINE_ sEPEOTE, nnsn F D Tsnj coM CA N C nB R N PMBNT S� �.. P, oiuM eaooM DEAL CONCRETE PAVEMENT DETAIL (Two Pz� Gua a) e WHEEL STOP FRONT VIEW E /.' CHINFEIED EDGE L AT ET WHEEL STOP PROFILE (TYP.) J H W 0 Z 0 H U H z Z O U J �J C7 °;aLE of awx =. RAD ll MIN, 7 LATER PIOU EGIE SIDEWALK INTEGPEA CURB DETAIL D R cove HEAVY DUTY LOA ATIO. R 11 ITT TITIL:111T "CUUN, AT RDADYA w11— 11Y#. TOTAL -OLT RH MANHOU WALL AINILE VAN BY NAE "D-11 W NE � TH.0 -1 L a I TR LO ZONT AT L . 'c'N A 'N M UAL 5""ON T'A MAINTAINED BETWEEN RECLAIMED WATER INES ANU LINIA '-1.1.BAA�A,�'TAR'Y,'0.l 'D 1INHEN-1 I IORII.AIN ION. TI N TEE I 'E D :L INIULABI BA" I 1—ININI ANCR`T' " N N I VERTICAL EIRE 4 , �!� D1.1 1111 V MI Sl— or C-1 UAI 1 —11 T. El I n z 0 P.—I W-1 MAIN —H.11 "N11 T D YU- Yl.A 2 E- D-1 TO El WITH PRE CAS DROP CONNECTION A" LU - 0- > - U w . . . LU LU :lECAl lAN " IIAINLIII ITI ": E WALL LL EE I PENETRATION To N' LL 'IT IT "D 14NHIIEI HALL RE RUDE ANNE INI E'T ExT "7'D I < Lu z < E --------- AND E NU.1 ..NNENU.N WHINT111 AIB .... . ... T" URE —A IA TYPICAL CONNECTION T'- E :xDF LE Cy 'N' B'y W "R,oL, Lu (1) < W T: W 4 M N MLM LAN LANDTA IPPEA-B AT 10 ALL A RE TO T, "TELL) ,ALL '� MA'TA"' "T" B 'E SEA E"ll"D—ML NA A T COLLECTION LINES AND POTABLE WATER 2D, HORIZONTAL SEPARATION REOUIREMENTS °� °� Q �� w :rewo�. oz -zz -9: eygxps FOR POTABLE. RECLAIMED. AND SEWER LINES MANHOLE FRAME a ygTps COVER TYPICAL MANHOLE CONNED I RECLAIMED WATER SINGLE SERVICE CONNECTION ......... m EE— RE A A N A 'LE �IENE ... L NE IPLE 11 'DERA, -I�OLED�T ING Ill C A ct) Et) -j z i CL E 1—IMID WATEI SEWER —AALI WAIIR . ... ME PLAN (t) d' J Ljj < 1. EE SEIER.-D 1. RE NlllRVUEA RE C-1.1NE. TYPICAL VALVE BOX COVER DETAILS MA N IAIN MN DE O T 'o" IDEASTI N` T' CE VALVE RO 11111D 11— X TO —N— WUH 2' CO141IM NUT AND E RIOUIR OR A— EAAE Cl IAIEMENT IETEI KI �l RE —! A IEI J 11 —N ct) T"N L NOT 1-1 ELY I- Na C NLYETE R _ VALVE LILAR WIT #' ".R R OR EIE I 101—ATION sov T— N A0IUSlAAL1 VALVE HY PI '4L" "X A VU. A, "'C""P (CAll RON) M-1 11117 CIL VALVE ` TOI "I" A ON BT IE—E —1 L—N. Nl TRA WIRE GENERAL NOTE LINE IRAIINI SITE 11 1. RE CYO—C T D 1111 IHALL ALN.W URTALLE. U B ALL 11TAILE Y,7�YAA��'N_ "E EP4NDH" CA =M TH.11 DOE Hl— 11CLAILl RYAILR AND SE WER IRAIINTIHIR.IT,IHALIN�'H'N�IATLH"M�IN A IHH. I-D Co —PY TPAGEP WRE I IL 1 `EEP Tl 111IN11 L� 11E I .. CE MAIN, OVER ED L I AND TO 7HI PAN EVERY "EL WTH 4PHE_ WDE T_ 4 11TNI A IN T ACH VALL A • i L D TYPI VALVE AND VALVE BOX DETA ♦Ot C�� 2 TE P,�TC���5E�,NFT�EOMANDNNIIALLEI P, C RE C.ILGA AN. PILACID IN A VANI TOY I— A-111EILITY. ON DEAD '"' MAIN' 7H' TA"' 1EALL IIE IL . A IR—RLY 'DINT- A.D 11 ED PRO VALVE A.R AT END Or t, THE "IB VALVE, VALVE BOX AND COVER P07ABLE WATER SINGLE SE VI.E ­IALITION TRACING WIRE CONNECTI DATE 07/05/2011 PP1111T NO 1,9E3,001 Is s ... �w" ° E ° QO,gOOQOp,D,gQ400o040,4Q0, pgg40QQOQQQppOOQ0000QOpO ,gp0000pOQO000000QQC� D o 3 bb g PLANT SOD SOD "Y' O ,R TkEE9 SCHEDULE CODE PTT BOTANICAL NAME COMMON NAME CONT CL+ SIZE o 0 T 8 O v am T 10 AF 2 S-- RUBRUM 'E—RID' FLAME FLOR DA FWME RED MAPLE F.G. 2 6 CAL MIN 12' HT MIN - LM 4 LAGERSTROEM A X 'MUSKCGEE' LAVENDER CRAPE MYRTLE MULT -TRUNK F G- 2 CAL M N OA S' HT M N o a / ( C, 6 Q -I- V RG NIANA SOUTHERN L VE OAK F G- 25 CAL M N b HT MIN s s ° DID WYrYLL L.rCAiTI�% TD 3 TPXOD UM DST CHUM BAITS CYPRE99 F.G. 2.5" CPL MIN 12' HT MIN o 10' SITE TRANGLE (TYPJ UP2 ULMUS PGRV FOLIP REPLACEMENT WINGED ELM 65 GPL 4 CPL 12' HT MIN. y, o IJ 23 O `X/ UP 2 ULMUS PARV FOLIA ALLEE ALLEE LACEBARK ELM FG- 25 CAL MN A HT MIN C o o R � E�1BL18S 1 •� T 8 40P€ 9ZT BOTAN CAL NAME MF I6 MIRCANTHEE FRPGRAN. RA Eb R�,RHDLER3 NDICA AL,�A� COMMON NAME SMPSONS STOPPER WHTE NDAN HAWTHDRry C91LT SPEC�G SIZE, r GPL 48 0C. 30 HT MIN 3 GAL 36 O�. 6 FALL G o �E "moo o 4 ❑ pmw o _ p 8 S 20 9PARTINA BAKERI TG 24 TERNSTRORMIA GYMNANTHERP SAND CORD GRASS CLEYERA I GAL 48" O.C. IB FULL 7 GAL 36 O,C. 30 HT MIN y OE o - - 0 ,.. SOD - ID VO 8 rv VO 206 VIBURNUM 090VATUM ZF 35 CAN A FLOR DANA WALTER'S VIBURNUM COONT E PALM 7 GAL 48" O,O. 30' HT MIN 3 GAL 24' O.C. 2 FULL - z 4 GROUND GDVERS eorPN cPL NPME DMMDN NPME RAG % BF euLS NE FRUrew�ns sTALr�D BULBINE GPL e z4" a Iv' FULL En o° v 6 eF O I a IS O BF A 4 ao scrt TR AMCLE o0 3 VO TV 63 TRPCHELOSPERMUM SE PTICUM 'VARIEGPTA' VARIEGPTED DWARF JPSMINE 1 GPL @ 24^ a 12" FULL < w � o o M 20 24 2 a ° w u B o s 3 u o R E - - - 9O LANDSCAPE CALCULATIONS: / ♦ � PER SEC. 20- 489.10 OF THE NTER SPRINGS CODE, NO LESS THAN 15% OF THE SITE SMALL SE PLANTED WITH A _ _ - = P VO ALA DENOTES P POSED R O W ANDSCAPE AREAS ACEMENT EE TO MATCH TO BE RESTORED. (TYE, SEE NOTE 3 BELOW.) 15TING RO W- TREES IN SI - EXISTING iR.O. W. TREE TO BE REMOVED z5O COMBINATION OP TREES, SHRUBS, AND GROUND COVERS. TOTAL SITE AREA: S0, 331 SF LANDSCAPE AREA REQUIRED, 50,331 4 15% - T,%0 SF LANDSCAPE AREA PROVIDED: 19,951 BE 40k NpTE: LANDSCAPE AREA PROVIDED INCLUDES RETENTION AREAS PER SEC. ?0 -qSq JB OF THE WINTER SPRINGS CODE. Z w Q U NORTH PROPERTY LINE BUFFER: 230' D REOUIRED TREES PER SEC. 20- 404.13: 1 CANOPY TREE / T5 F( 3 TREES Z - NpTEg: TREES PROVIDED. 3 CANOPY TREES - 1. ALL SOD TO BE BAHIA GRASS (PASPALUM NOTATUM) AND TO BE PLANTED TO EXTENTS OF PROPERTY LINE. QUANTITIES TO BE VERIFIED BY CONTRACTOR PRIOR TO INSTALLATION. SOUTH R.O.W. BUFFER: 230' _ 2. A PERMANENT AUTOMATIC IRRIGATION SYSTEM SHALL BE DESIGNED AND INSTALLED AT A MINIMUM TO THE FLORIDA BUILDING CODE, APPENDIX 'F' STANDARDS, COWS ORDINANCE REQUIRED TREES PER SEC. ]0- 455.A: I CANOPY TREE / SD FT 5 TREE. - _ TOIO -II, 2009 FLA STATUTES, AND SECTION I9 -253 L'F THE WINTER SPRINGS LAND DEVELOPMENT CODE. TREES PROVIDED: 5 CANOPY TREES _ - - 3. FOR PROPOSED R.O.W. LANDSCAPE AREAS, (1,550 SF) CONTRACTOR TO MATCH EXISTING E m - - PLANTING SCHEME WITH IKE SIZES, SPECIES, AND SPACING. CONTRACTOR TO VERIFY QUANTITIES AND WEC19S FOR APPROVAL BY PROJECT LANDSCAPE ARCHITECT. CONTRACTOR TO ADJUST /REPAIR EXISTING IRRIGATION A5 NEEDED TO CORRESPOND WITH PROPOSED R.O.W. LANDSCAPE AREAS. EAST R.O.W. BUFFER: 180' REWIRED TREES PER SEC. 20- 454.13: 4. THE CITY OF WINTER SPRINGS MUST BE CONTACTED AT 40] -32T -5976 NO LESS THAN 48 1 CANOPY TREE / T5 FT - - WOURS PRIOR TO ANY WORK IN THE RIGHT OF WAY ALONG STATE ROAD 434. IF SPRINKLERS, WIRING, VALVES, PIPING, PLANT MATERIALS, TURF, TREES OR NARDSCAPES ARE DAMAGED IN THE RIGHT OF WAY ALONG STATE ROAD 434 DURING CONSTRUCTION OF TNIS PROJECT, 3 TREES TREES PROVIDED: NORTH - - THE SAME MUST BE RESTORED TO AN ACCEPTABLE CONDITION AS DETERMINED BY THE CIT' OF WINTER SPRINGS AND/OR THE FLORIDA DOT PRIOR TO COMPLETION OF THE WORK. 3 CANOPY TREES - WEST R.O.W. BUFFER: 190' u REWIRED TREES PER SEC. 2p- 454.13: 1 CANOPY TREE / T5 FT 3 TREE. TREES PROVIDED: 4 9UB CANOPY TREE9� CALL 2 WORKIN. PAYS BEFORE YOU DIG ' cL /27/20111 PR NO 14 9 4 31 001 Y E - oDY +NOTE: W CANOPY TREES PROVIDED WE TO OVERHEAD LINE RESTRICTIONS. IT 'S THE LAWI _ pIAL 811 bI hMw4 ; H[[I rvunwe[ L -100 R ° °"° M-1 ­­ IIIHS ID0121611 .N 11-81 vu C/) m m 0 I m C/) IN 11 1111111 111 1­11 ­­ll '111 1311 I� I IN111 A NA I ­­­l INI ­V. ld-IIN. 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T, HI - 11 B POETE -D BE ERVSN INTO THE GROUND TO A DEATH ESEEP OF SE UP THE HEIGHT OF THE POST, 5 FOR L J L -F - I- I A D POST SHOULD BE SET AT "T, FISH, P- vARDC 2 INTO THE GROUND. ` " V1 T NT H".`A1)E E% RT' EF HYDRANT (TESSAID 1URP) 1O : NIT IT n I ESBINE I TIES (AVAIIABIE FRO AERNED F-AETICS) FAMD STIFF IN STRIP5 MAH A150 BE ED TO FROVIDE 1, FIRE II _ H AESITUTHAL, SUPPORT AND FRATECTIN BETWEEN NO P HT ESCIEEDING 12" MATURE EBERT IATIEFIA- SHALL BE PLACED C5 F-TING PRO, TO IT I I ;..1.IRF F 2, I AND WITHIN SHOWN FAD US OF III PROPOSED ON EII- FIRE RE -RANTS DATE FEAMPH SENT ACTOR SHALL ADJUST PLANT MATERIA- 50 THAT NO CONFLICTS D6/27/2011 T ZF U 1 ` A ` Y FENIA -OR -N-EN THE WITH FIRE HYDRANTS E)SCUR ON ITE, 'RN' 111111T NI EANN- ON 14 . 1 , Poor Drainage Condition Tree/Shrub Protector Barrier Detail Fire Hydrant Area SHEET NUMBER FLAN/E- RTI NTF PL N,S L-151 PL�vEECrICn ooa -i,� M .� Ill :N A # qwn' an oN on 'NO1�n1 1O 53hO; ON w 5—NI A-9 OON_ V 131, 9N 133"15 H9nO1H1 NiA 3 ShN " d I' O 1I3H1 hNldld NI1V9111 b � a+le9� llB �VIO pR IM —HIG11 0��1J30tld IIOZ /LZ /90 ­ l nOA32JOH39 ' SV99NI;12JOMZ TIVJ 'j'"I bbb OOZ SSV"IJ 91d ONV ?'JOJ -1"10 3Nll 1V2L3— N011Y911.1 .313W 131eM o ' .—I .00O110 ° i� ❑SNOI1V10 N H12JON L.3"I"I0.1NOJ .V"In OOW W L -dam �Ie NIA o 193. 0 Z Z bL'B 'a19o1�onV a ad lonpssal onV v isd %L'Otl 'JOd 7o au swdWo�o]S la"+�1�uJ �o} s isd 040 l nal3 anlo, } JO .+o} s o7 o }ao sd 1pp usBUill W ij won s d Z OS E 'mac' I 'lo 'baba asd a isd tlb'0 nJ �oj 4 6uill 4 d i s Po �+o 0 0£lM561�1OUJ �n V P m wd %b ZI SI6A NhI53O �d ' iiZ +} 0 00 OS 3J8bJIVnV 3.1663.d w 0 innV mo11 1 3l8Vl V1V MO j t uuo }ul a+ -ino6 JOM I 138W1N ' 'd io�aua9 3�nQ3H�S N011'd�l?�?�I 00'01 so Iv LL'%£ 3N l—c L'Od V3.V d-Sbd- G— O.18 NI'/. s 9Z'Lb 3Nlldltla L'Od v3L'V a -Stld -219— -1. 1116 %b ZI 3NII lOd V3d'V i iZ11 -1 0- 521d -10S3d Od'10 NIV1 I NI . 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Ls, LT FALL , �O fros „ -ai 3MEOT,EH331 AA 8 u� NT STRIP WITH P �O P11 - "a'g , 3O PA�21E 3O L1. LO LT R ENT STRIP WITH PGAGD LFR= -� a, 3 PIF�E.,E 3K IRELLI CALL I RR W ITH PS 00 (o nj 32 - SNE24 . L5, v r ,Ex130 WILD PS,P0000 A �HO , L 32 N�A IENII CA�n HD -, RR 8 EIENII Ew�n WITH P�a0000 RHON�A �, EP PSF�E .',E D L1, L6. EL ._ �D PE BNGLE DA E� H P DNA E�P -1 121 K EFERGEN EE �IP HDN�A A�DB-El �-1 IENON HDNEA LD�w- E- R- EL -�MS ,�NCDC RE G 1 N 1 F FEI ., IS Y N F 1 A 1 ' EL , 1 A 1 u EIIEREOR LEO WALL PACK, DL LISTED FOR HoNiA uxW Lm i Em15o /E,u SRl MILT oo9xo _ GENERAL N01ES BEEF D ED I AL ummANrF wnu THE rvATUarvoE EL<Rwc moE 1, WIFE IZE SHALL BE 1, ALL EMERGENCC N111 LIGHT BATTERE UNITS ELECT BE PRICADED 7, VERFC MOUNTINC IF LOCATION OF ALL OUTLETS WITH ARCIffECT IRIFFE To NATELGET ON C ALL MOTEN SENSORS SHALL BE WIRED IN IERIES ��GATNEI PER CODE, PIRCSSUE AN­ WIREC FOR SWITCHING AS NEL AN KEY N01ES: O "PECrcn,oN NFOeNwTON � E,� FDR w oNO NINCE ® P%NRE EH Pc G AHEI OF AAT Awm. LEE Do 1: ECEIG.DDII F" castles Design Group N. LEI Q L� o LL z r LL H 0 D v)0 w L1 Q � zp z J z O z O O z vi O v E.D. F v z p z p � H K N J � Q v z O uC � mH zLj_ nmi',�'Vyy� � cm—LIG,ENT, 11.1 '.IN" FLOOR PLAN- LIGHTING SHEET NUMBER E -2.0 FLOOR PLAN- LIGHTING LIGHTING FIXTURE SCHEDULE 111. HAPAGE.AILP.LD GHEILL—TATENED II—FE E., HADDIA L.E.G. LIS TED 'LE7WAE K—'W LG� o l "IG CIEN1 LAI w SN NP I EDw EE 4 wiow ¢o wAU PACU. wEE CocnnoN ��is�. III BILL ow�T 4 OF POLE LcIT (IGNITED AT 10) A-F—P- 320 -PEM - G-GA -lrzow I, � 11 POLE LcIT (IGNITED AT sod S-F—P- Sea -PSIw- G-TS -lrzow Ix Q Q 01 EIACT TOWNS wnw PROOw6S ENEROL, GENERAL NOTES, REFER TO FLUOR PLAN IIEEFI E-2C & E-2,1 FOR CIRCUIT NFoRGALL ON PR DO To NSTALLAT AN IF 1, -IAL TRIAL IN I IF 1 11 ME I ALL IF IElElGN NET' FILE n. roITwAC1Ow SHALL DEAL' EACI LOCATION FOR wOAq SORT i KEY NOTES: O Pre WIRINI AND ASSOCOFTED TRENEIING ADD BORING THAT IS NOT LANE BY IIIIIEll ENEIII IN 1111E 11 NICE E— ED 03 TM OF _ VEN EHAR SUFAC Ou P PAN / PS ` IIl oIIINNEIT PANEL POPE Eus rvafsE / AN"" FELT' BAND NE�AL oU(S POLE FININI "N Ew ALL AIFNNI POSSING OR n o 1 y A ErvTwEO crenoE FNIIE lIPPE ouNO Roo- 1 REONNED oOF ATRUCTIll ENCNEEw Z MIN � aNO� LoMmc EnusE DAM 2 POLE BASE DETAIL ELECTRICAL SITE PLAN = uoaTH LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MANCFACTCRER CATALIED NO, RA.PS OECD Eo (uouwm n, ,n "n�° 1 -0 " " I-50W LED 4 Eo ouwm A,`;ok.gw�. w�,�0 vN�n n� IIV 3v oink III Evan, I-I o5 4 P � RILE ucLo ELL I sag se F- 20 -PSE -rC-ce -srzpx ue P2 TELL U (RoUMEO n 20 , S-- FP- 32n- PSM1 -FG— RD F" castles Design - roue N. w Q Q Q �e LL zr LL H Oz D uO w L1 Q � zO z J z O z O O z vi O v w l7 F v z O z p � H K N J � Q v z p uC -z 3Q � az_ y n�nnwoYV'1� cmv 11- SITE PLAN - PHOTO -TRICS SHEET NUMBER E -3.1