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STA. 16+17.63 LUCIANO AVE. <br />SURVEY MONUMENT <br />FRAME & COVER <br />77 <br />Q <br />ti <br />/ IN /w <br />1 <br />� 0 <br />SEE SHEET 9 <br />BEFORE YOU DIG <br />CALL USA UNDERGROUND SERVICE ALERT <br />48 HOURS PRIOR TO CONSTRUCTION. CALL <br />TOLL FREE 1-800-227-2600 <br />KEEP ALL VEHICLES, EQUIPMENT, TOOLS AND <br />PEOPLE 10 FEET FROM POWER LINES, IF YOU <br />MUST WORK WITHIN 10 FEET OF POWER LINES <br />PLEASE CALL PG&E 0 800-743-5000 <br />SEE SHEET <br />12 <br />00 <br />79 <br />U <br />w <br />00 = <br />m <br />r <br />STA. 31+71.37 RENA <br />DR. - <br />TOP OF CURB <br />0 0 <br />06 <br />e <br />STA. 40+00.00 COLE <br />WAY <br />M <br />+ F" <br />+ <br />6 <br />SURVEY MONUMENT <br />89 <br />a <br />78 N <br />o <br />- <br />FRAME & COVER <br />tiQw- <br />STATION <br />V <br />CL <br />CENTERLINE <br />STA. 30+66.10 <br />EX <br />STA. 29+64.52 <br />d <br />� <br />c1 <br />� <br />BC 116.23 TC <br />0 SDMH <br />WATER SERVICE <br />© <br />a SSMH <br />PROPOSED SANITARY SEWER MAINTENANCE HOLE <br />STA. 31+23.26 <br />HP <br />STA. 32+19.31 <br />LP <br />CR 115.73 <br />TC <br />CR 114.25 TC/LP <br />rn <br />FG <br />\ 6 <br />STA. 29+61.16 <br />/�—� <br />TOTAL <br />__ _ <br />/ <br />SEWER SERVICE <br />\ <br />i <br />/ <br />SCALE: <br />"=40' <br />w+00 <br />HORIZ: 1 <br />12 <br />W <br />VERT: 1 "= 4' <br />.w+oo <br />36 + 00 37 + 00 <br />31+00 <br />SD11H4 <br />12" SD <br />/ <br />ssMHa <br />8" SS <br />IN <br />- <br />- DILLON & MURPHY <br />STA. 16+17.63 LUCIANO AVE. <br />SURVEY MONUMENT <br />FRAME & COVER <br />77 <br />Q <br />ti <br />/ IN /w <br />1 <br />� 0 <br />SEE SHEET 9 <br />BEFORE YOU DIG <br />CALL USA UNDERGROUND SERVICE ALERT <br />48 HOURS PRIOR TO CONSTRUCTION. CALL <br />TOLL FREE 1-800-227-2600 <br />KEEP ALL VEHICLES, EQUIPMENT, TOOLS AND <br />PEOPLE 10 FEET FROM POWER LINES, IF YOU <br />MUST WORK WITHIN 10 FEET OF POWER LINES <br />PLEASE CALL PG&E 0 800-743-5000 <br />SEE SHEET <br />12 <br />00 <br />w <br />U <br />w <br />0 <br />+ <br />00 <br />I <br />TC. <br />TOP OF CURB <br />J U <br />O <br />a <br />90 <br />V) <br />M <br />m <br />E/P <br />y x <br />}On <br />89 <br />a <br />V <br />O=U M� p2 O <br />Q <br />o <br />tiQw- <br />STATION <br />® <br />CL <br />CENTERLINE <br />M <br />EX <br />io <br />OG <br />n <br />FACE OF CURB RADIUS= 30' (TYP.). <br />0 SDMH <br />J <br />© <br />a SSMH <br />PROPOSED SANITARY SEWER MAINTENANCE HOLE <br />III <br />HP <br />STA. 32+19.31 <br />LP <br />2 B8a0 <br />INSTALL SANITARY SEWER CLEAN OUT PER S.J. CO. STD, PLAN CW -S71, _, 4 �,J j""1�L1 iZ�r"1 : <br />'--� By <br />CR 114.25 TC/LP <br />rn <br />FG <br />\ 6 <br />RENA DR. <br />(T) <br />TOTAL <br />/ <br />o <br />_- <br />s 5 Dr e Incl Shou 0 VAel +: <br />SCALE: <br />"=40' <br />w+00 <br />- f <br />+ <br />00 <br />w <br />U <br />w <br />0 <br />+ <br />00 <br />I <br />TC. <br />TOP OF CURB <br />J U <br />O <br />a <br />90 <br />V) <br />M <br />m <br />E/P <br />y x <br />}On <br />D <br />M 91z-- <br />O=U M� p2 O <br />d <br />o <br />tiQw- <br />STATION <br />® <br />CL <br />CENTERLINE <br />V <br />EX <br />EXISTING <br />OG <br />ORIGINAL GROUND <br />FACE OF CURB RADIUS= 30' (TYP.). <br />0 SDMH <br />PROPOSED STORM DRAIN MAINTENANCE HOLE <br />© <br />a SSMH <br />- f <br />STA. 32+48.31 <br />STA. 30+57.66 CR 114.20 TC \ G STA. 33+44.31 <br />CR 118.23 TC o w <br />u1 �l 1^ � CR 114.58 TC k <br />N 9 N / 0 U m U W <br />_v � w vi m <br />102 "� 101 Q +� �N�" ��� <br />93 ao 92 n�dw r�nc�i� <br />3 14 M <br />Q 0 nl0 <br />STA. 32+96.31 RENA DR.= ' Z N 3 U' m N w_ <br />SURVEY MONUMENT STA. 24+94.63 CENZA AVE. <br />FRAME & COVER SEE SHEET 10 <br />30 <br />+ <br />00 <br />w <br />+ <br />00 <br />32 <br />+ <br />00 <br />I <br />TC. <br />TOP OF CURB <br />J U <br />O <br />a <br />Q i <br />SO <br />STORM DRAIN <br />0 <br />E/P <br />y x <br />� <br />D <br />M 91z-- <br />O=U M� p2 O <br />d <br />o <br />tiQw- <br />STATION <br />® <br />CL <br />CENTERLINE <br />V <br />EX <br />EXISTING <br />OG <br />ORIGINAL GROUND <br />FACE OF CURB RADIUS= 30' (TYP.). <br />STA. 32+48.31 <br />STA. 30+57.66 CR 114.20 TC \ G STA. 33+44.31 <br />CR 118.23 TC o w <br />u1 �l 1^ � CR 114.58 TC k <br />N 9 N / 0 U m U W <br />_v � w vi m <br />102 "� 101 Q +� �N�" ��� <br />93 ao 92 n�dw r�nc�i� <br />3 14 M <br />Q 0 nl0 <br />STA. 32+96.31 RENA DR.= ' Z N 3 U' m N w_ <br />SURVEY MONUMENT STA. 24+94.63 CENZA AVE. <br />FRAME & COVER SEE SHEET 10 <br />30 <br />+ <br />00 <br />31 <br />+ <br />00 <br />32 <br />+ <br />00 <br />I <br />TC. <br />TOP OF CURB <br />z <br />W <br />WATER <br />Q i <br />SO <br />STORM DRAIN <br />Ak <br />E/P <br />EDGE OF PAVEMENT <br />I, N <br />F.F. <br />FINISH FLOOR <br />sl w <br />P.U.E. <br />PUBLIC UTILITY EASEMENT <br />PROPOSED AIR RELEASE <br />STA. <br />STATION <br />® <br />CL <br />CENTERLINE <br />V <br />EX <br />EXISTING <br />OG <br />ORIGINAL GROUND <br />FACE OF CURB RADIUS= 30' (TYP.). <br />0 SDMH <br />PROPOSED STORM DRAIN MAINTENANCE HOLE <br />© <br />a SSMH <br />PROPOSED SANITARY SEWER MAINTENANCE HOLE <br />III <br />HP <br />HIGH POINT <br />LP <br />LOW POINT <br />INSTALL SANITARY SEWER CLEAN OUT PER S.J. CO. STD, PLAN CW -S71, _, 4 �,J j""1�L1 iZ�r"1 : <br />'--� By <br />SSCO <br />SANITARY SEWER CLEAN OUT <br />FG <br />FINISHED GRADE <br />RENA DR. <br />(T) <br />TOTAL <br />_- <br />s 5 Dr e Incl Shou 0 VAel +: <br />SCALE: <br />"=40' <br />HORIZ: 1 <br />VERT: 1 "= 4' <br />34 + 00 35 + 00 <br />36 + 00 37 + 00 <br />38 + 00 39 + 00 <br />A 12 <br />IN <br />- <br />- DILLON & MURPHY <br />-_ <br />-_ inq CONSULTING CIVIL ENGINEERS <br />ENGINEERING PLANNING SURVEYING <br />IffALLt25-L� <br />- - <br />- _ --- -41�-IF <br />tr SD_ -- 1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613 <br />GENTERI <br />INE <br />)1 INV <br />IMPROVEMENT PLANS FOR TRACT NO. 3422 <br />- <br />_W <br />-0- <br />- CARBONA STATION UNIT 2 <br />_ <br />RENA DR. <br />- <br />STA. 29 + 61.16 TO STA. 36 + 29.49 <br />- <br />- <br />- -- NOVEMBER, 2004 <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />33 + DO <br />SCALE-- IV j� I 1" = 40" <br />�j�PI.L R3' <br />65�Z3 <br />I <br />CONSTRUCTION NOTES <br />GB <br />LEGEND <br />(TYP.) <br />o <br />SS <br />SANITARY SEWER <br />a. <br />AC. <br />ASPHALT CONCRETE <br />I <br />TC. <br />TOP OF CURB <br />z <br />W <br />WATER <br />Q i <br />SO <br />STORM DRAIN <br />Ak <br />E/P <br />EDGE OF PAVEMENT <br />I, N <br />F.F. <br />FINISH FLOOR <br />sl w <br />P.U.E. <br />PUBLIC UTILITY EASEMENT <br />PROPOSED AIR RELEASE <br />STA. <br />STATION <br />® <br />CL <br />CENTERLINE <br />V <br />EX <br />EXISTING <br />OG <br />ORIGINAL GROUND <br />FACE OF CURB RADIUS= 30' (TYP.). <br />0 SDMH <br />PROPOSED STORM DRAIN MAINTENANCE HOLE <br />© <br />a SSMH <br />PROPOSED SANITARY SEWER MAINTENANCE HOLE <br />III <br />HP <br />HIGH POINT <br />LP <br />LOW POINT <br />INSTALL SANITARY SEWER CLEAN OUT PER S.J. CO. STD, PLAN CW -S71, _, 4 �,J j""1�L1 iZ�r"1 : <br />'--� By <br />SSCO <br />SANITARY SEWER CLEAN OUT <br />FG <br />FINISHED GRADE <br />RENA DR. <br />(T) <br />TOTAL <br />I <br />CONSTRUCTION NOTES <br />GB <br />GRADE BREAK <br />(TYP.) <br />TYPICAL <br />SS <br />SANITARY SEWER <br />INV <br />INVERT <br />R/W <br />RIGHT-OF-WAY <br />(25 <br />SEE CONSTRUCTION NOTES <br />p <br />EX. POWER POLE <br />PROPOSED STREET LIGHT <br />F1 <br />PROPOSED CATCH BASIN <br />Ak <br />PROPOSED FIRE HYDRANT <br />PROPOSED WATER VALVE <br />w <br />EXISTING WATER VALVE <br />BLUE REFLECTOR MARKER <br />♦ <br />PROPOSED AIR RELEASE <br />VALVE <br />® <br />PROPOSED BLOW -OFF VALVE <br />0T <br />INSTALL V/ER77CAL CURB AND GUTTER SEE DETAIL SHEET 24 (TYP.). <br />2) <br />INSTALL CATCH BASIN SEE DETAIL SHEET 23 (TYR). <br />03 <br />INSTALL 1" WATER SERVICE/METER PER S.J. CO. STD. PLAN CW -W8. SEE <br />DETAIL SHEET NO. 23 (TYR). <br />® <br />INSTALL WATER VALVE PER S.J. CO. STD. PLAN CW -W5 DETAIL <br />SHEET NO. 23 (TYR). <br />© <br />INSTALL FIRE HYDRANT PER S.J. CO. STD. PLAN CW -W18 DETAIL <br />SHEET NO. 23 (TIP.) AND INSTALL BLUE REFLECTIVE MARKER ON <br />STREET 1' TOWARD HYDRANT FROM CENTERLINE. <br />© <br />FACE OF CURB RADIUS= 30' (TYP.). <br />© <br />INSTALL 4" SEWER SERVICE PER S.J. CO. STD PLANS S -7A. <br />SEE SHEET 23 (TYP.). [ 0 �7 ii 17,/\ � <br />® <br />INSTALL SANITARY SEWER CLEAN OUT PER S.J. CO. STD, PLAN CW -S71, _, 4 �,J j""1�L1 iZ�r"1 : <br />'--� By <br />SEE SHEET 23 (TYP.). <br />RENA DR. <br />09 <br />SEE DETAIL THIS SHEET. ^en es B <br />_- <br />s 5 Dr e Incl Shou 0 VAel +: <br />SCALE: <br />"=40' <br />HORIZ: 1 <br />VERT: 1 "= 4' <br />34 + 00 35 + 00 <br />36 + 00 37 + 00 <br />38 + 00 39 + 00 <br />A 12 <br />IN <br />- <br />- DILLON & MURPHY <br />-_ <br />-_ inq CONSULTING CIVIL ENGINEERS <br />ENGINEERING PLANNING SURVEYING <br />IffALLt25-L� <br />- - <br />- _ --- -41�-IF <br />tr SD_ -- 1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613 <br />1111 <br />)1 INV <br />IMPROVEMENT PLANS FOR TRACT NO. 3422 <br />- <br />_W <br />- <br />- CARBONA STATION UNIT 2 <br />_ <br />RENA DR. <br />- <br />STA. 29 + 61.16 TO STA. 36 + 29.49 <br />- <br />- <br />- -- NOVEMBER, 2004 <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />-- <br />- ---- - — -- <br />--- - � <br />- -- REV. NO. DESCRIPTION DATE SCALE: AS NOTED BENCH MARK:BB-42 EL:138.58 SHEET <br />DRAWN BY: EK/LM <br />DESCRIPTION: <br />BRASS P /W CORNER OF <br />CONCRETE CULVERT 114' NORTH <br />11 <br />DESIGNED BY: B.G. <br />OF 24 SHEETS <br />- <br />-- <br />CHECKED BY: C.D. <br />OF LINNE RD ON THE WEST SIDE <br />JOB N0. <br />OF MAC ARTHUR DRIVE. <br />0005 <br />