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EXISTING MODULAR BUILDINGS (TYP OF 5) <br />AREA = 1,056 SF (EACH MODULAR) <br />TOTAL AREA = 5,280 SF <br />FFE = 78.5 <br />EX. CRAPE MYRTLES (TOTAL 50) R E T E N T 1 O N P 0 N D <br />/ <br />628.15 (D) N89°47 04'E (D ) <br />SITE TBM N89°4714„E (F) <br />ON=7 77.58 628.()ELEVATI_ <br />' 9FY OH H DH OH I OH DH DH OH OH 17H OH DH DH OH <br />uJ i y LS#4281 ob <br />I P cv 25' <br />1_'I I 26 47 N 44' 15 EX. F COt/E ED PRO D MODULAR <br />I I PLATFORM EX. ' WIDE SIDEWALK AREA = ,056 SF <br />Ex, 12'u FFE = 5 <br />SANITARY MHT arm m I I `t2s K1 CONCR SL (PHASE <br />LID EL=77.13 I I 24 <br />� TIE INTO EX. CO INV. AT 2. <br />N F L 8 "PVC - 7 0.8 2®m I I 1" WATER LATERALS ON BOTH SIDES :0FfH MAINLINE <br />S FL 8"PVC= 71.01 IIT IAV.=74.Y <br />(FIELD VERIFY) 10 LF ON EACH SIDE -(TYP OF 4) S CO <br />CURVE TABLE (F) <br />CURVE <br />LENGTH <br />RADIUS <br />Delta Angle <br />CHORD <br />BEARING <br />C1 <br />315.90 <br />11519.1 3 <br />1 °34'17" <br />315.89 <br />S84°29'09"W <br />C2 <br />256.37 <br />11519.16 <br />1'16'31" <br />256.36 <br />N82°44'23"E <br />CURVE TABLE D <br />CURVE <br />LENGTH <br />RADIUS <br />DELTA <br />CHORD <br />BEARING <br />C1 <br />316.01 <br />11519.16 <br />1 °34'19" <br />316.00 <br />S84°25'57"W <br />C2 <br />256.11 <br />11519.16 <br />1 °16'32" <br />256.44 <br />S82°43'33"W <br />(STING LEGEND <br />- ALSO FOUND <br />I = ALUMINUM <br />= BLOCK <br />BY OTHERS <br />=CALCULATION <br />= CORNER <br />=CONCRETE <br />f=CONCRETE BLOCK <br />DEED <br />=n,cra "III <br />®mm <br />__---IN POND <br />EL=72.94 <br />CATCH BASIN <br />TOP EL=77.29 <br />W FL 36' RCP EL=7 .38 <br />E FL 36"RCP EL= 3.32 <br />A R E A <br />OH OH <br />OH OH OH <br />N <br />PROPOSED MODULAR <br />PROPOSED MODULAR <br />dAK10 TWIN <br />PROPOSE MODULAR 1 <br />AREA = 1,056 SF <br />(PHASE 2) I <br />AREA = 1,056 SF <br />I (PHASE 2)85 ( <br />AREA 1,056 SF <br />I (PHASE 2) 5 I <br />0 <br />s' BLOCK WALL- I <br />F4x4CM <br />POB <br />FENCE 0.6 SOUTH <br />0.3 WEST <br />® i --27.4 a T, �OAK18 <br />I PROPOSED MODULAR PROPOSED MODULAR PROPOSED MODULAR PROPOSED MOD R PROPOSED MODULAR p SED MODULAR PROPOSED MODULAR k <br />® I AREA = 1,056 SF _ <br />AREA = t,056 SF AREA 1,056 SF AREA = 1,056 SF AREA = 1,056 F AR 1,056 SF AREA = 1,056 SF <br />I I FFE = 78.5 FFE = 78.5 FFE = 78.5 FFE = 78. FFE = 78.5 FFE 8.5 FFE = 78.5 <br />I II (PHASE 1) (PHASE 2)� (PH ) (PHASE 2) <br />II i J 1 ON POINT) <br />i <br />I <br />T <br />- <br />/ <br />RELOCATED SHED <br />/ <br />/ <br />/ <br />PROP D DULAR <br />AREA 056 SF <br />M LA <br />PA <br />AREA = 56 SF <br />(E SE i) <br />PRO D MO R <br />ARFA - 6 SF <br />HASE 8.5 <br />PROPjD,,<,WODUSF <br />ARE <br />PROPOSED MOD R <br />AREA = 1,0 SF <br />.AREA <br />ASE 2)� <br />PROPOSED MODULAR <br />= 1,056 SF <br />FFE = 78.5FFE <br />(PHASE 2� <br />PROPO MODULARI <br />AREA = , 56 SF <br />= 7 .(PHASE <br />(PAS£ <br />/ <br />/?S/ <br />/ <br />290 L - j/ SEE DETAILS SHEET C-6 <br />O � II 17. <br />LINE TABLE (E) ® it �19. 2 3 / (SDR 35) ®O. PRASE PHASE 2 PH SE 2 <br />II'� x I A GR SS GR SS <br />LENGTH BEARING W I w I (CLASS <br />LF -2" PVC WM INSTALL 6" LATERALS 0 R NG PA Kl G PARKIN <br />LINE I I I (CLAss 1120 . TO <br />» I _ I I)� BOTH SIDES OF THE MA/NL/N / / / / / / / / / / / / <br />L1 9.86 N06°17 37 W O Q i i oH---��x- W4r ac" COVERED 13.51% AND SS CO'S P OF �J // // / // // / // // / // // / // /// f�•. <br />L 2 6 0.3 3 S 8 3 °31 ' 0 8" W I off 7:8 <br />L3 9.89 S06°13'55E CJ �- 24. off o o a D /// /// //// /// <br />m 3.7 72.0 11.0 Z A' •� .:.:, a . <br />1_0 <br />//// '' <br />M I w I 4 E Y/ <br />5. <br />M o / / /// <br />LINE TABLE (D) I I w i a EX. MODULAR BUILDING 110 50 <br />I I a FINISH FLOOR ELEVATION= 80.08 o ////// // /j .� MULTI -PURPOSE BUILDING..// I ALL UTILITES SHOWN SHALL BE <br />LINE LENGTH BEARING I � I X 4, � �' / / / �/ / 1 <br />® I 18 I 72.o X cn / / / / / / / 7 / <br />L1 10.0o Nob°2o'11 "w (� I 19• 1. 0 11.D w Q Q / / a AREA = 11, 000 SF / CONSTRUCTED DURING PHASE 1. <br />L2 60.37 S83°30'49"W 0 I �\ I 24.5 -- 0 3s.7 C) 3s.o N 13.5 / I PHASE 2 <br />\L --- - 12.0 CANOPYERF� j <br />L3 10.00 S06°38'11 "E � Ex. WATER LINE I <br />= 78.5 <br />/ <br />FFE <br />1 VC All Z <br />MASTER METER ASSEMBLY Q I PROPOSED 300 LF -8" PPR /// <br />SEE DETAIL SHEET C-7 Q (CLASS 150) WATER MAIN <br />N EX, ASPHALT DRIVE j / / `' // \✓ <br />J ( I / I x LL_ <br />SANITARY MH m� TP -- -- - - -- <br />LID EL=76.49 <br />N FL 8 P VC EL= 73. z' ��zG os'E� %eye/ /// ////// /// ////// / L' _ . ... _., •. • :` • // I (_0 <br />vg <br />\may t <I-18. U), �n /// ///// ° • // <br />U I / ...• <br />A <br />Iw of �? LL <br />QD <br />Wv <br />8'X8" TS&V (RESTRAINED). TAP BY r n I �p Ld 'y <br />CITY OF ZEPHRH/LLS. v J I Q I // j// // <br />CONTRACTOR TO COORDINATE w I �^ I <br />/ // / <br />WITH CITY OF ZEPHYRHILLS 00 <br />(� = <br />25 LF -8" DIP WM -RESTRAINED U 1 1 NO <br />0 )= OTHERS <br />/A- OVERALL MEASUREMENT <br />HL =OVERHEAD LINES <br />'.0.8 =POINT OF BEGINNING <br />.O.0 =POINT OF COMMENCEMENT <br />.B= PLAT BOOK <br />Lr= LUUL Ur rAVLMLIV 1 <br />EPC=ENVIRONMENTAL PROTECTION COMMISSION <br />JLL, =JLU HUN; I UYVIVJh'Ir; MAIVUt <br />SN&D=SET NAIL AND DID� LB. 6582 <br />( F )_ FIELD MEAS. <br />SIR =SET IRON ROD 5/8'MARKED LB 658, <br />FE - FINISH FLOOR ELEVATION <br />S.C.M =SET CONCRETE MyMARKED LB�65 <br />FDOT=FLORIDA DEPARTMENT OF TRANSPORTATION <br />SWFWMD=SOUTHWEST FLORIDA WATER MANAGEMENT DISTR <br />FND-FOUND <br />TB.M=TEMPORARY BENCHMARK <br />FC.M=FOUND CONCRETE MONUMENT <br />TI.I.F=TRUSTEES INTERAL IMPROVEMENT FU <br />F( ) IR=FOUND IRON•ROD size noted) <br />((identification <br />W/C=WITNESS CORNER <br />noted rn an <br />F()) IP =FOUND IRON PIP (size noted) <br />T =CENTERLINE <br />EOP=EDGE OF PAVEMENT <br />F-N-FOUND NAIL <br />--0FiOVERHEAD LINES <br />FRRS-FOUND RAILROAD SPIKE <br />-x-x Chain link f nce <br />F.U.B =FRAME UTILITY BUILDING <br />-�i-�i Wood fence Privacy) <br />L.B=LICENSED BUSINESS <br />o-o--Plastic Fence <br />L.S. LAND SURVEYOR <br />E---- GUY WIRE <br />M.U.8 =METAL UTILITY BUILDING <br />= PROPRETY CORNER <br />N.CC.F =NO CORNER FOUND <br />+" = CROSS -CUT IN CONCRETE <br />qN--p. C. S = NO CORNER SET <br />= HYDRANT <br />N <br />= PALM TREE <br />WV <br />WATERVALV <br />= LAND CORNER <br />®= WATER METER <br />-�� = BACK FLOW PRVENTER <br />�= CULVERT CROSSING <br />�Q� = UTILITY POLE <br />SS -= SANITARY SEWER LINE <br />O= SANITARY MANHOLE <br />SW - STORM WATER LINE <br />=STORMWATER MANHOLE <br />-roe-me-= TOP OF BANK <br />- - -w-= WATERLINE <br />0 = WELL <br />SCALE BRAKE <br />`®= <br />TP <br />WOOD DECKING <br />CONTROL POINT <br />OR TBM <br />= CONCRETE AREA <br />�= COVERED AREA <br />= OAK TREE <br />R = RADIUS <br />ttL��ttt...YYY <br />L = ARC LENGTH <br />= PINE TREE <br />CH -CHORD <br />CB = CHORD BEARING <br />CA-"o ''=CENTERAL/ DELTA ANGLE <br />= CITRUS TREE <br />T = TANGENT <br />LEGEND: (AS APPLICABLE) <br />(D <br />PROPOSED PARKING SPACE COUNT <br />x0.00 <br />EXISTING ELEVATION <br />54.10 <br />PROPOSED GRADE <br />..�- <br />PROPOSED SURFACE <br />DRAINAGE FLOW ARROW <br />EXIST <br />EX <br />EXISTING <br />SILT SCREENING (EROSION CONTROL) <br />EX. TREE TO BE REMOVED <br />.:;•';;' <br />PROPOSED CONCRETE <br />EXISTING CONTOURS <br />PROPOSED PHASE 1 ASPHALT <br />PROPOSED PHASE 2 ASPHALT <br />PROPOSED FUTURE ASPHALT <br />THE MASTER METER ASSEMBLY)) <br />o <br />(SEE SHEET C-7 FOR DETAILS) o0 O <br />Q 1-- 39. > v O u� <br />® Q, �, Lr_�, / // FUTURE BUILDING / <br />WEST R/ LI N Z W z W W Z w z ///// / /// AREA = 35,500 SF <br />Cn <br />� <br />� � � ,� � I__ � ,� � I__/ /j// /j FFE = 78.5 SILT FENCE <br />N OAKh 0 (o//// / /// I t:• // <br />3 w / <br />OAK24 <br />r <br />/ // <br />z o <br />THE EAST BOUNDARY <br />OF THE W 1 /2, NE 1 /4 <br />I U UR RASS U R RA S / /// j/// j////// j/// j/ / j SECTION 24-26-21 <br />o KIPIG SPACES A Kl G P C S d A 1f IIG :; <br />F _OAK10 UTR RAS FTREGAS TOP - 7.0 <br />Z I P R /N PA E / <br />J <br />a AR l P C TOP = 73.0 / <br />/j OAK34 <br />I <br />I <br />ACCESS CONNECT/ON TO CHANCEY <br />16.2 15.3 I-- / j FUTURE EMERGENCY VEHICLE ONLY <br />Z I S/LT OAK36 <br />/ <br />1 N I FENCE ROAD (TO BE DESIGNED AND PERMITTED <br />I I OAK10 QAK21r�" /0�1 TWIN 4x4CM IN FUTURE) <br />1:� A,KT6 <br />J I AK40 <br />I d � <br />1 ( OAK42 'I K24 <br />OAK14 T I - �H R <br />I I OAK FIR LS#4281 ` <br />I LS#4281 �.2 X_ <br />LS#4281 <br />ALSO FOUND CM <br />0.7 SOUTH <br />EN WEST3 SOU X�X <br />1 ( - - -�� - x=X--X-_--X I -SILT FENCE (TYP) o <br />vOAK241. , , e a OAK36 r CONCRETE `MER <br />F5/8"IR a�AK48_- W 00 '� <br />o O� OAK16 OAK16 / LS#4281 CONCRETE WIER Crl <br />z 16. F5 428 <br />16.7 1 #4 LS#4281 I III I I <br />ELEVATION=77•39'oAK24 <br />Z 9'8 F4x4CM � <br />f a � LS#4281 40 <br />I L� <br />/ \\ _-___------- <br />---------- - - - - -- VARIESRIW WIDTH <br />21 ROW PRESERI/ATION <br />FOR FUTURE WIDEIWAIG- <br />---------------- EX. <br />CEN�VEMFENT <br />(C <br />NC <br />CHA <br />o---_--__--_____--- <br />FOR CONSTRUCT/ON PHASING, PLEASE SEE SHEET C-2A. <br />0f 40' 80' <br />SCALE: 1" = 40' <br />M <br />00 <br />LO <br />0 <br />w <br />a <br />J Q <br />Q � <br />vi <br />5 <br />Q <br />w <br />U <br />a <br />U <br />a <br />o= <br />0 <br />U <br />� <br />U <br />V) <br />o <br />Z <br />U <br />O <br />N <br />o <br />w <br />�w <br />9 <br />Z <br />CV <br />n <br />W <br />= <br />7 <br />Z <br />M <br />N <br />w <br />EL <br />Zj <br />Z <br />c <br />__ <br />W <br />J <br />E <br />aco <br />W <br />N <br />� <br />o <br />K <br />w <br />WUJI <br />Y <br />n <br />Z <br />5 <br />a. <br />n <br />W <br />w <br />M <br />Cn <br />a <br />M <br />��o04 <br />M <br />V <br />DATE: 07/30/2010 <br />DESIGNED BY: RA <br />DRAWN BY: RA <br />CHECKED BY: RA <br />FILE NAME: 09026SITE <br />PROJECT #: 09-026 <br />SHEET: <br />C-5 <br />1 11, I 1i'.l I i Ir _111 fillIp'11IN'.I'I I I <br />