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Qu <br />T <br />in <br />STA. 20+00.00 VINCENZA AVE.= <br />STA. 84+62.92 ZILLI DR. <br />SURVEY MONUMENT <br />FRAME & COVER <br />107 <br />_ <br />TC. <br />TOP OF CURB <br />W <br />---- <br />0 � <br />STORM DRAIN <br />R/W <br />} <br />W <br />J � <br />W <br />tv <br />FINISH FLOOR <br />P.U.E. <br />PUBLIC UTILITY EASEMENT <br />STA. <br />STATION <br />CL <br />CENTERLINE <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 FEEr FROM POWER LINES, IF YOU <br />MUST WORK WITHIN 10 FEET OF POWER LINES) <br />PLEASE CALL PG&E O 800-743-5000 <br />20 + 00 <br />/ <br />_ <br />TC. <br />TOP OF CURB <br />W <br />---- <br />SD <br />STORM DRAIN <br />R/W <br />} <br />F.F. <br />FINISH FLOOR <br />P.U.E. <br />PUBLIC UTILITY EASEMENT <br />STA. <br />STATION <br />CL <br />CENTERLINE <br />EX <br />10' PUE <br />r <br />���� <br />r <br />PROPOSED STORM DRAIN MAINTENANCE HOLE <br />SSMH <br />PROPOSED SANITARY SEWER MAINTENANCE HOLE <br />HP <br />HIGH POINT <br />LP <br />W <br />94 <br />SANITARY SEWER CLEAN OUT <br />0_ <br />FINISHED GRADE <br />> <br />TOTAL <br />NU <br />O <br />GRADE BREAK <br />m <br />U <br />SS <br />U <br />INV <br />INVERT <br />M <br />U <br />T <br />U <br />U <br />� <br />+� <br />¢ <br />+w <br />+w <br />+ <br />+o <br />+w+w97 <br />95 <br />+w+w <br />N <br />y <br />N< <br />N W <br />N <br />N <br />N <br />Do <br />+ti <br />O <br />00 <br />ri <br />N <br />N <br />m <br />N <br />N <br />Of <br />N <br />wD­ <br />wF¢ <br />N <br />X <br />N <br />d. <br />d <br />W <br />F <br />W <br />+ <br />U <br />in <br />�w <br />cn <br />¢a <br />No <br />�w�a <br />c~i1v <br />00 0o <br />U <br />ay+> <br />OO <br />Na <br />W <br />W <br />j <br />o+r <br />M <br />n <br />U <br />WU <br />ppp: <br />W> <br />+ <br />98 <br />� <br />� <br />+N+NUpO <br />101 <br />N <br />n <br />d <br />N <br />M <br />F� <br />N <br />rn <br />N <br />K N <br />N <br />0_ <br />M <br />N <br />v'�r <br />�vil <br />c~i1 <br />vwi <br />N <br />3 <br />10' <br />PUE <br />N <br />3 <br />¢ <br />w <br />a <br />~ <br />1 <br />vii <br />vii <br />— <br />2 1 <br />4 <br />as <br />z + a <br />- 3 <br />- <br />zz + ao <br />za + <br />o0 <br />• <br />� OC <br />N <br />t0 <br />__ <br />_ <br />24 + <br />� <br />20 + 00 <br />/ <br />_ <br />TC. <br />TOP OF CURB <br />W <br />---- <br />SD <br />STORM DRAIN <br />R/W <br />RIGHT–OF–WAY <br />F.F. <br />FINISH FLOOR <br />P.U.E. <br />PUBLIC UTILITY EASEMENT <br />STA. <br />STATION <br />CL <br />CENTERLINE <br />EX <br />10' PUE <br />r <br />���� <br />r <br />PROPOSED STORM DRAIN MAINTENANCE HOLE <br />SSMH <br />PROPOSED SANITARY SEWER MAINTENANCE HOLE <br />HP <br />HIGH POINT <br />LP <br />W <br />94 <br />SANITARY SEWER CLEAN OUT <br />FG <br />FINISHED GRADE <br />> <br />TOTAL <br />NU <br />O <br />GRADE BREAK <br />m <br />U <br />SS <br />U <br />INV <br />INVERT <br />M <br />U <br />T <br />U <br />U <br />� <br />+� <br />+w <br />+w <br />+ <br />+o <br />+w+w97 <br />95 <br />+w+w <br />N <br />y <br />N< <br />N <br />N <br />N <br />Do <br />+ti <br />O <br />00 <br />ri <br />N <br />N <br />m <br />N <br />N <br />Of <br />N <br />w <br />wF¢ <br />N <br />X <br />N <br />d. <br />d <br />W <br />F <br />W <br />+ <br />U <br />in <br />�w <br />cn <br />¢a <br />No <br />�w�a <br />c~i1v <br />21 + 00 <br />22 + 00 <br />In <br />23 + 00 <br />VINCENZA AVE. <br />SCALE: <br />HORIZ: 1"=40' <br />VERT: 1 "= 4' <br />24 + 00 <br />�NawiIIIII— <br />SCALE: T" = 40' <br />STA. 24+94.63 VINCENZA AVE. _ <br />STA. 32+96.31 RENA DR. <br />SURVEY MONUMENT <br />FRAME & COVER <br />3 90 <br />= <br />RECORD QRAWING <br />Corrections By _ <br />No Changes <br />Date <br />Any Persoh V ing This Drawing Should Verity <br />All information By inspecting The Site Of Work <br />LEGEND <br />AC. <br />ASPHALT CONCRETE <br />TC. <br />TOP OF CURB <br />W <br />WATER <br />SD <br />STORM DRAIN <br />R/W <br />RIGHT–OF–WAY <br />F.F. <br />FINISH FLOOR <br />P.U.E. <br />PUBLIC UTILITY EASEMENT <br />STA. <br />STATION <br />CL <br />CENTERLINE <br />EX <br />EXISTING <br />OG <br />���� <br />SDMH <br />PROPOSED STORM DRAIN MAINTENANCE HOLE <br />SSMH <br />PROPOSED SANITARY SEWER MAINTENANCE HOLE <br />HP <br />HIGH POINT <br />LP <br />W <br />94 <br />SANITARY SEWER CLEAN OUT <br />FG <br />FINISHED GRADE <br />> <br />TOTAL <br />NU <br />O <br />GRADE BREAK <br />0W <br />O <br />U Y <br />SS <br />SANITARY SEWER <br />INV <br />INVERT <br />SEE CONSTRUCTION NOTES <br />O <br />EX. POWER POLE <br />+V) <br />+� <br />+w <br />+w <br />+ <br />N< <br />N <br />Do <br />+ti <br />a <br />W <br />W <br />m <br />N <br />N <br />w <br />wF¢ <br />a <br />W <br />3 <br />d <br />W <br />F <br />av <br />in <br />rn <br />cn <br />23 + 00 <br />VINCENZA AVE. <br />SCALE: <br />HORIZ: 1"=40' <br />VERT: 1 "= 4' <br />24 + 00 <br />�NawiIIIII— <br />SCALE: T" = 40' <br />STA. 24+94.63 VINCENZA AVE. _ <br />STA. 32+96.31 RENA DR. <br />SURVEY MONUMENT <br />FRAME & COVER <br />3 90 <br />= <br />RECORD QRAWING <br />Corrections By _ <br />No Changes <br />Date <br />Any Persoh V ing This Drawing Should Verity <br />All information By inspecting The Site Of Work <br />LEGEND <br />AC. <br />ASPHALT CONCRETE <br />TC. <br />TOP OF CURB <br />W <br />WATER <br />SD <br />STORM DRAIN <br />R/W <br />RIGHT–OF–WAY <br />F.F. <br />FINISH FLOOR <br />P.U.E. <br />PUBLIC UTILITY EASEMENT <br />STA. <br />STATION <br />CL <br />CENTERLINE <br />EX <br />EXISTING <br />OG <br />ORIGINAL GROUND <br />SDMH <br />PROPOSED STORM DRAIN MAINTENANCE HOLE <br />SSMH <br />PROPOSED SANITARY SEWER MAINTENANCE HOLE <br />HP <br />HIGH POINT <br />LP <br />LOW POINT <br />SSCO <br />SANITARY SEWER CLEAN OUT <br />FG <br />FINISHED GRADE <br />(T) <br />TOTAL <br />GB <br />GRADE BREAK <br />(TYP.) <br />TYPICAL <br />SS <br />SANITARY SEWER <br />INV <br />INVERT <br />SEE CONSTRUCTION NOTES <br />O <br />EX. POWER POLE <br />CONSTRUCTION NOTES <br />(2) INSTALL UER77CAL CURB AND GUTTER SEE DETAIL SHEET 24 (TYR). <br />(2) INSTALL CATCH BASIN SEE DETAIL SHEET 23 (TYP.). <br />Q INSTALL i" WATER SERVICE/METER PER S.J. CO. STD. PLAN CW–W8. SEE <br />DETAIL SHEET NO. 23 (TYP.). <br />® INSTALL WATER VALVE PER S.J. CO. STD. PLAN CW–W5 DETAIL <br />SHEET NO. 23 (TYP.). <br />Q5 INSTALL FIRE HYDRANT PER S.J. CO. STD. PLAN CW–W18 DETAIL <br />SHEET NO. 23 (7-rP.) AND INSTALL BLUE REFLECTIVE MARKER ON <br />STREET 1' TOWARD HYDRANT FROM CENTERLINE <br />© FACE OF CURB RADIUS= 30' (TYP.). <br />© INSTALL 4" SEWER SERVICE PER S.J. CO. STD PLANS S–ZA. <br />SEE SHEET 23 (TIP.). <br />25+00 26+00 <br />DI110N & MURPHY <br />- CONSULTING CIVIL ENGINEERS <br />- -- _ — ENGINEERING PLANNING SURVEYING <br />-- - -- - 1820 W. KEITLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613 <br />- - -- - - - - IMPROVEMENT PLANS FOR TRACT NO. 3422 <br />CARBONA STATION UNIT 2 <br />1/INCENZA AVE. <br />- - STA. 20 + 00 TO STA. 24 + 94.63 <br />- NOVEMBER, 2004 <br />--- SAN JOAQUIN COUNTY, CALIFORNIA <br />- --- -- -- - - - - REV. N0. DESCRIPTION DATE SCALE: AS NOTED BENCH MARK:@B_42 EL: 138.58 SHEET <br />^'> — ---- DRAWN BY: EK LM DESCRIPTION: 10 <br />4 0iBRASS~--- -- _ -- - OF <br />DESIGNED BY: B.G. ONCRETEPCULVERT RNR NORTH OF 24 SHEETS <br />----- - <br />OF LINNE RD. ON THE WEST SIDE <br />-- - ---- -- -- _. - CHECKED BY: C.D. JOB NO. <br />-- --_--- OF MAC ARTHUR DRIVE. 0005 <br />AS BUILT BY: <br />PROPOSED <br />STREET LIGHT <br />EU <br />PROPOSED <br />CATCH BASIN <br />PROPOSED <br />FIRE HYDRANT <br />w <br />PROPOSED <br />WATER VALVE <br />ea <br />EXISTING WATER VALVE <br />BLUE REFLECTOR <br />MARKER <br />• <br />PROPOSED <br />AIR RELEASE <br />VALVE <br />® <br />PROPOSED <br />BLOW–OFF VALVE <br />CONSTRUCTION NOTES <br />(2) INSTALL UER77CAL CURB AND GUTTER SEE DETAIL SHEET 24 (TYR). <br />(2) INSTALL CATCH BASIN SEE DETAIL SHEET 23 (TYP.). <br />Q INSTALL i" WATER SERVICE/METER PER S.J. CO. STD. PLAN CW–W8. SEE <br />DETAIL SHEET NO. 23 (TYP.). <br />® INSTALL WATER VALVE PER S.J. CO. STD. PLAN CW–W5 DETAIL <br />SHEET NO. 23 (TYP.). <br />Q5 INSTALL FIRE HYDRANT PER S.J. CO. STD. PLAN CW–W18 DETAIL <br />SHEET NO. 23 (7-rP.) AND INSTALL BLUE REFLECTIVE MARKER ON <br />STREET 1' TOWARD HYDRANT FROM CENTERLINE <br />© FACE OF CURB RADIUS= 30' (TYP.). <br />© INSTALL 4" SEWER SERVICE PER S.J. CO. STD PLANS S–ZA. <br />SEE SHEET 23 (TIP.). <br />25+00 26+00 <br />DI110N & MURPHY <br />- CONSULTING CIVIL ENGINEERS <br />- -- _ — ENGINEERING PLANNING SURVEYING <br />-- - -- - 1820 W. KEITLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613 <br />- - -- - - - - IMPROVEMENT PLANS FOR TRACT NO. 3422 <br />CARBONA STATION UNIT 2 <br />1/INCENZA AVE. <br />- - STA. 20 + 00 TO STA. 24 + 94.63 <br />- NOVEMBER, 2004 <br />--- SAN JOAQUIN COUNTY, CALIFORNIA <br />- --- -- -- - - - - REV. N0. DESCRIPTION DATE SCALE: AS NOTED BENCH MARK:@B_42 EL: 138.58 SHEET <br />^'> — ---- DRAWN BY: EK LM DESCRIPTION: 10 <br />4 0iBRASS~--- -- _ -- - OF <br />DESIGNED BY: B.G. ONCRETEPCULVERT RNR NORTH OF 24 SHEETS <br />----- - <br />OF LINNE RD. ON THE WEST SIDE <br />-- - ---- -- -- _. - CHECKED BY: C.D. JOB NO. <br />-- --_--- OF MAC ARTHUR DRIVE. 0005 <br />AS BUILT BY: <br />