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90' ELBOW <br />I <br />N <br />/ � f <br />�Wf \ E-1- <br />�S <br />GRAPHIC SCALE <br />0 20 40 <br />1 inch = 20 ft. <br />301 r <br />l <br />NOTE. 303 <br />300 —3 `2 EXISTING SANITARY LATERALS T Q� ul' BE FIELD LOCATED VERIFIED B <br />RIM.135.90 THE CONTRACTOR PRIOR TO u <br />"4 �� W. INV.129.90 CONSTRUCTIOIN. 3 E. NV.1, TY <br />NT-------- �-- �-- I 29.85 <br />----- — EX. 8 VC --- <br />/ �11' <br />- <br />--- ®—� 4 PVC M <br />w • NETom-----------_— 1 8"TEES <br />Al A VE)'I) <br />18 "X 4"RED r <br />r <br />--------4"PV�FM - --1 0 _ UTI CITY B_S B L _ <br />-- -- - — -- ------------------- ----4 PVCFM L--- <br />- - - - - —,EASEMENT _ _ _ - - -- <br />r <br />I.. <br />3 rI HB - - - - - - - - - - - — — — — — — <br />41 I 1IEQUP. <br />� <br />j I 4" RP NOTE: <br />" I EXISTING WATER LATERALS ITO <br />3/4" METER LOC I BE FIELD LOCATED/VERIFI D BY <br />THE CONTRACTOR PRIOR O <br />I 35'f-3/4" WATER MAIN CONSTRUCTION. <br />jH <br />j C.O.#2 <br />° �O <br />I RIM. L_________________ 60'f-3/4" WATER MAIN <br />�i INV. 70'±-4" PVC @ 0.5010 RIM. POND AREA <br />F(5 <br />I NV. r'3343BENCHES------------------ i <br />BENCHES 100' I <br />------ --`.-1 , , B <br />I HB <br />°I COMMUNITY CENTER <br />I i C F. F. EL.144.10 <br />I <br />Id <br />I HB f _ H <br />25MAIN ENTRAN C E I <br />° Qd.dO --—.-��.�—^—�r---—.——.-----------� <br />° ° <br />d BENCHES a <br />I I <br />7 <br />320 <br />I L <br />I <br />I <br />1 0' U T I LITY_"� <br />EASEMENT <br />. d. ° ° d °.e d e <br />4 <br />FLOW I -------- I <br />COR"T'Y LEWIS AVENUE � <br />_, ,— — — —— <br />-- <br />W. INV.140.42 <br />E. INV.140.47 <br />----__-8"X6"TE <br />ftow <br />EX. 8 PVC w 4„GV- <br />® „PVC <br />_® - <br />NOTE <br />1. BUILDING SHALL BE FULL FIRE SPRINKLER SYSTEM BASED ON OCCUPANT <br />LOAD AND CONSTRUCTION TYPE. <br />2. THE FIRE SPRINKLER FDC SHALL BE LOCATED WITHIN 100' OF AN EXISTING F.H. <br />A. HYDRANT SHALL NOT BE BLOCKED BY ANY PARKING SPACES. <br />B. FDC SHALL NOT BE BLOCKED. THIS INCLUDES PARKING SPACES. <br />C. FIRE FLOW IS DETERMINED TO BE A MINIMUM OF 1000 GPM. <br />►"L MK <br />MT <br />MAN EFt1.UDlt SMRIRY/STM <br />SEM <br />,W,, ,o- <br />MINIMUM WATER/SANITARY <br />SEWER CLEARANCE <br />®® •® •.. <br />A� <br />PVC PIPE <br />MIN. 12" LONG <br />DAMS TYPE BOX <br />CAST IRON BASE WATH CAP <br />ASPHALT OR CONCRETE <br />SLO TRAFFIC AREA <br />• • • • • • • • • • •• • <br />CONCRETE PAD <br />RED BRICK <br />C.O. SIZE <br />4" <br />6" <br />A <br />6" <br />8" <br />B <br />6" <br />6" <br />C <br />18" <br />20" <br />a <br />® a _ .. . �. <br />a 4 <br />CONCRETE PAD <br />Top View — Single Pipe PVC PIPE <br />Cleanout Detail <br />CID <br />STOP <br />WHITE LETTERS W/ <br />RED BACKGROUND <br />TRAFFIC SIGNS ARE TO BE LOCATED <br />AS SPECIFIED IN THE SITE PLAN. <br />Q TYPICAL SIGNS ARE SHOWN BELOW. <br />WHITE DIE —CUT MNYL (DECAL —TYPE); <br />LETTERS WALL BE UPPER CASE, <br />HELVETICA IN STYLE. <br />1 3/4- X 1 3/4• X <br />1/8- X 10• LONG STL <br />STANDARD (TYP.) <br />STOP SIGN <br />PER MOT STANDARDS <br />Typical Sign Elevation <br />N <br />a a. <br />1 1/4" STRAP,FIG. 262 BY <br />GRINNEL, 0/E/ (TYP. OF 2) <br />CONCRETE SLAB <br />1" G.S.P. <br />PVC <br />HOSE BIBB <br />ANTI -SYPHON VACUUM <br />BREAKER (USE WATTS <br />REG. CO. SERIES 8-8A <br />OR APPROVED EQUAL) <br />1/2" EXPANSION JOINT <br />MATERIAL <br />C 4x5.4 GALV.� <br />STIFFENER <br />HOSE BIBB & VACUUM BR <br />NTS <br />KER DETAIL) <br />7 <br />3 <br />7 <br />4 <br />4 <br />0 0 <br />5 2 <br />2 5 <br />6 C4 <br />GCE <br />�--) 12" <br />12" I-- <br />MIN. <br />METER <br />MI IN. <br />�� SERVICE <br />MATERIAL <br />S <br />ITEMoesazlpnoN <br />A <br />5' TYP. <br />o <br />I <br />117 <br />x <br />v <br />w <br />F—A <br />20'-0, _ <br />LI.G. I Tr, <br />ti <br />a <br />rc <br />5'-0' <br />a <br />.Z• <br />�D 1/4' PER FOOT SLOPE <br />Section A —A <br />1) THE SIDEWALK ELEVATION [IN THE <br />RIGHT OF WAY LINE SHALL MATCH THE <br />EXISTING CENTER LINE ELEVATION <br />OF THE ADJACENT STREET. <br />2) CONCRETE SHALL BE 3000 PSI 28 DAYS MINIMUM <br />3) ALL 6' CONCRETE SHALL BE FIBER MESH <br />OR REINFORCED WITH 6 X 6 6/6 WWM <br />2, TOOL TO 1/4' R TOOL TO 1/4' R <br />L 1/2' PREMOLDED a <br />EXPANSION JOINT MATERIAL <br />Expansion Joint Detail Control Joint (gro9aiF <br />Sidewalk Details -, <br />N.T.S. a 5., . <br />E v <br />BEFORE DIGGING CALL <br />SUNSHINE STATE ONE —CALL OF FLA <br />1-800-432-4770 <br />FSS 93.240, SECTIONS 556.101-556.111 <br />REQUIRES MIN. OF 2 DAYS AND MAX. OF <br />5 DAYS NOTICE BEFORE YOU EXCAVATE. <br />r <br />sl <br />I !aft <br />M. ALI 1�1`I�iVAZEM, <br />FLORIDA LICENSE NO. Z <br />DATEI <br />(NOT VAUD WITHOUT SEAL) <br />1) THE SIDEWALK ELEVATION [IN THE <br />RIGHT OF WAY LINE SHALL MATCH THE <br />EXISTING CENTER LINE ELEVATION <br />OF THE ADJACENT STREET. <br />2) CONCRETE SHALL BE 3000 PSI 28 DAYS MINIMUM <br />3) ALL 6' CONCRETE SHALL BE FIBER MESH <br />OR REINFORCED WITH 6 X 6 6/6 WWM <br />2, TOOL TO 1/4' R TOOL TO 1/4' R <br />L 1/2' PREMOLDED a <br />EXPANSION JOINT MATERIAL <br />Expansion Joint Detail Control Joint (gro9aiF <br />Sidewalk Details -, <br />N.T.S. a 5., . <br />E v <br />BEFORE DIGGING CALL <br />SUNSHINE STATE ONE —CALL OF FLA <br />1-800-432-4770 <br />FSS 93.240, SECTIONS 556.101-556.111 <br />REQUIRES MIN. OF 2 DAYS AND MAX. OF <br />5 DAYS NOTICE BEFORE YOU EXCAVATE. <br />r <br />sl <br />I !aft <br />M. ALI 1�1`I�iVAZEM, <br />FLORIDA LICENSE NO. Z <br />DATEI <br />(NOT VAUD WITHOUT SEAL) <br />J <br />J <br />� <br />z <br />O <br />O <br />N <br />w <br />N <br />w <br />LL <br />0 <br />0 <br />w <br />U <br />U <br />u1 <br />z <br />it <br />w <br />w <br />N <br />z <br />H <br />z <br />z <br />w <br />U <br />U <br />U <br />it <br />Ix <br />w <br />w <br />w <br />n. <br />a <br />a <br />w <br />w <br />w <br />Do <br />U <br />U <br />U <br />o <br />a <br />o <br />w <br />m <br />Zw <br />.1- <br />CO <br />00 <br />e <br />M <br />MAt <br />'ate <br />�^ryV^ <br />M <br />m <br />•ti <br />U <br />�U <br />�ZM�, <br />o� <br />s <br />'IN <br />O <br />U <br />W <br />DATE: 11—I1-09 <br />SCALE: <br />FIELD BK <br />DRWN BY.• CET <br />CHECKED mAs <br />SHEET NO. <br />6 OF ,10 <br />AEC PROJECT NO. I <br />0965C <br />