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SEE SHEET 8 <br />SEE SHEET 10 <br />I <br />I 134 <br />7+80.67 RENEE AVE.= <br />IMPROVEMENTS w4 <br />SURVEY MONUMENT-----� <br />SEE SHEET 8 <br />1 1 3 110.05 TC LP <br />STA. 9+03.51 CRSTA. <br />110.8 TC J B3 c <br />10' P.U.E. / <br />-.- jN <br />SCALE: N 1" = 40" <br />TC LPEX��ssr <br />S 121 <br />AL1 <br />Z <br />�� <br />�, <br />I 111.00 TC <br />122 <br />STA. 40+48.57 CRSTA. <br />110.8 TC <br />31�---------- <br />„� <br />+ <br />0 <br />-,--- <br />127110 59 <br />42+41.94 CRBEGIN <br />110.33 TC/LP <br />._.--STA. <br />N 110.7 TC HP <br />6 <br />TICI <br />_' _ LOT "A" <br />15' SD110.05 ACCESS <br />110.62 TCEX. <br />J;D <br />SCALE: N 1" = 40' <br />- <br />FOR I <br />ROAD <br />s <br />T <br />Ex, e w <br />fi <br />___ <br />e + oo e + 00 5 6FRAME <br />W �� <br />_ - __ <br />L10'P.U.E. �� <br />STA. 9+03.38 CR ro <br />110.8 TC w <br />114 2121 <br />110.56 TC LP <br />SEE SHEET 8 <br />F�10' <br />Q <br />9+51.45 RENEE AVE.=_ <br />22+94.22 GERHART LANE <br />SURVEY MONUMENT <br />AND COVER <br />110.30 TC <br />P.U.E. <br />120 <br />V <br />__ __-_ <br />40 8 W a1 + 00 <br />o <br />""H3 15" SD � <br />EX.B SS _ <br />STA. 40+00 LEO DRIVE= _-- _ _ _ _ _ _ <br />STA. 24+66.00 GERHA T LN STA. 40+47.93 CR <br />SURVEY MONUMENT o 110.8 TC/HP <br />FRAME AND COVER <br />110.44 TC <br />= <br />W <br />N <br />' _ <br />- - <br />_ _ _. <br />rn <br />a <br />+-128 <br />a~i <br />a2 + oo 2x <br />--� _ <br />1O "' <br />_ _ _ _ <br />STA. 42+41.9Q <br />110.33 TC/LPP.U.E. <br />111132 <br />N STA. 42+89.98 LEO DRIVE -STA. <br />h-{x.3c SURVEY MONUMENTSTA �52+14.00 ANNA w. <br />1 33 <br />c e FRAME AND COVER <br />Z <br />110.51 TC <br />jTC1 <br />I <br />Z <br />LEGEND <br />AC. ASPHALT CONCRETE <br />TC. TOP OF CURB <br />W WATER <br />SO STORM DRAIN <br />E/P EDGE OF PAVEMENT <br />F.F. FINISH FLOOR <br />PUBLIC UTILITY EASEMENT <br />STA. STATION <br />EX EXISTINGCIL INE <br />OG ORIGINAL GROUND <br />•SDSMH PROPOSED STORM DRAIN MAINTENANCE HOLE <br />PROPOSED SANITARY SEWER MAINTENANCE HOLE <br />HP HIGH POINT <br />LP LOW POINT <br />SSCO SANITARY SEWER CLEAN OUT <br />qZ <br />W <br />FG FINISH <br />(T) TOTALED GRADE <br />SEE SHEET 8 <br />SEE SHEET 10 <br />GB GRADE BREAK <br />�l <br />(TYP.) TYPICAL <br />SS SANITARY SEWER <br />INV INVERT <br />CONSTRUCTION NOTES <br />\J SEE CONSTRUCTION NOTES <br />(DINSTALL <br />22) <br />© <br />® <br />5 <br />© <br />VERTICAL CURB AND GUTTER SEE DETAIL SHEET 17 (TYP.). <br />INSTALL DITCH BASIN SEE DETAIL SHEET /5 (TYP.). <br />INSTALL WATER VALVE PER S.J. CO. STD. PLAN CW -W5 DETAIL <br />SHEET NO. 15 (TYR). <br />INSTALL FIRE HYDRANT PER S.J. CO. STD. PLAN CW -W18 DETAIL <br />SHEET N0. (TYP.) AND / BLUE REFLECTIVE MARKER ON <br />STREET 1' TOO FROWARD HYDRANT FROM CENTERLINE <br />FACE OF CURB RADIUS= 30" 71P.). <br />( <br />INSTALL MAINTENANCE HOLE PER S.J.CO. STD. PLAN CW -S7 (TYP.) <br />SEE DETAIL SHEET 16© <br />CONSTRUCTION NOTES <br />01 INSTALL VERTICAL CURB AND GUTTER SEE DETAIL SHEET 17 (TIP.). <br />2) INSTALL CATCH BASIN SEE DETAIL SHEET 15 (TIP.). <br />INSTALL WATER VALVE PER S.J. CO. STD. PLAN CW -W5 DETAIL <br />SHEET N0. 15 (TYP.). <br />® INSTALL FIRE HYDRANT PER S.J. CO. STD. PLAN CW -W78 DETAIL <br />SHEET NO. 16 (TYP.) AND INSTALL BLUE REFLECTIVE MARKER ON <br />STREET 1" TOWARD HYDRANT FROM CENTERLINE <br />FACE OF CURB RADIUS= 30' (TYP.). <br />z- r <br />a- 1 {.. <br />t.. V 9 '-� 7 ' .. <br />Couectlory u� <br />`-" - - `-- <br />No Gnanq � Rp <br />O EX. POWER POLE <br />PROPOSED STREET LIGHT <br />n PROPOSED CATCH BASIN <br />ft PROPOSED FIRE HYDRANT <br />N PROPOSED WATER WALVE <br />D°EXISTING WATER VALVE <br />. BLUE REFLECTOR MARKER <br />♦ PROPOSED AIR RELEASE <br />VALVE <br />© <br />© <br />INSTALL 16' DRIVEWAY EWAY PER S.✓.CO. STD. PLAN R-16 SEE DETAIL SHEET 17 <br />INSTALL MAINTENANCE HOLE PER S.J.CO. STD. PLAN CW -S7 (TYR.) <br />SEE DETAIL SHEET 16 <br />- - - <br />-- _ <br />Any Person sin , I i5 Drawing ShOUir± <br />All information B InsDecti,,^ <br />V a <br />NOTE: <br />RENEE AVE <br />ALL EXISTING SANITARY SEWER MAINTENANCE <br />HOLES SHALL BE ADJUSTED TO AC GRADE. <br />LEO <br />SCALE: <br />DRIVE <br />NOTE: <br />ALL EXISTING SANITARY SEWER MAINTENANCE <br />HOLES SHALL BE ADJUSTED TO AC GRADE. <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 />SCALE: <br />HORIZ: 1"=40' <br />VERT: 1'= 4' <br />HORIZ: <br />VERT: <br />1"=40' <br />1'= 4' <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 O 800-743-5000 <br />7 + 00 <br />8 + 00 <br />9 + 00 <br />10 + <br />00 11 + 00 <br />40 + 00 41 + 00 <br />42 + 00 <br />43 + 00 44 + 00 <br />9 + 00 <br />120 <br />I E3 <br />-Tr-- <br />jo <br />E7 <br />E <br />TC <br />DILLON & MURPHY <br />- <br />- - <br />- <br />- _ <br />CONSULTING CIVIL ENGINEERS <br />- <br />- _ - <br />- <br />--- <br />ttaV = <br />as Lf - _ <br />_ <br />ENGINEERING PLANNING SURVEYING <br />1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613 <br />- -- <br />_ -_ - _ <br />--_-- - - - - - -� - - -- <br />__- <br />_ " - -- --- <br />- <br />- - - <br />- <br />- - - <br />IMPROVEMENT PLANS FOR TRACT NO. 3440 <br />CARBONA STATION UNIT 3 <br />_�86-- <br />-- <br />- <br />- <br />-- - <br />- <br />-- <br />- <br />s - <br />--. <br />RENEE AVE. STA. 7+80.67 TO STA. 9+51.45 <br />LEO DRIVE <br />-- <br />-- <br />- - <br />- <br />mid <br />- - - <br />STA. 40+00 TO STA. 42+89.98 <br />- <br />-_ <br />_. <br />_ <br />NOVEMBER, 2004 <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />_ <br />: - - -_ <br />--- -- <br />1 wIlk) <br />-- - _ <br />-- <br />-- - - -- - <br />REV. NO. <br />DESCRIPTION <br />DATE <br />SCALE: AS NOTED <br />BENCH MARK:BB-42 EL:138-58 <br />SHEET <br />- - --_-- - ----- ---- - _-- <br />6 <br />DRAWN BY: EK/LM/SM <br />DESIGNED BY:B.G.OF <br />B <br />DESCRIPTION: <br />9 RASS CAP S W CORNER OF <br />CONCRETE CULVERT 114' NORTH <br />OF LYNNE RD. ON THE WEST SIDE <br />OF MAC ARTHUR DRIVE. <br />9 <br />17 SHEETS <br />JOB N0. <br />0005 <br />CHECKED BY: C.D. <br />AS BUILT BY: <br />