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SURVEY MON <br />CONSTRUCTION NOTES <br />01 INSTALL VERTICAL CURB AND GUTTER SEE DETAIL SHEET 20B (TYP.). <br />02 INSTALL CATCH BASIN SEE DETAIL SHEET 21 (TYP.). <br />INSTALL 1" WATER SERVICE/METER PER S.J. CO. STD. PLAN CW -W8, DETAIL <br />SHEET NO. 21 (TYP.). <br />® INSTALL WATER VALVE PER S.✓. CO. STD. PLAN CW -W5 DETAIL <br />SHEET NO. 21 (TYR). <br />05 INSTALL FIRE HYDRANT PER S.J. CO. STD. PLAN CW -W18 DETAIL <br />SHEET NO. 21 (TYP,) AND INSTALL BLUE REFLECTIVE MARKER ON <br />STREET 1' TOWARD HYDRANT FROM CENTERLINE. <br />© FACE OF CURB RADIUS= 30' (TYP.). <br />07 INSTALL 4" SEWER SERVICE PER S.J. CO. STD PLANS 5-7A. <br />SEE SHEET 21 (TYP.). <br />© SEE DETAIL STORM DRAIN CROSSING A ON SHEET 27 FOR D.LC.B. <br />LATERAL DETAIL (TYP.). <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 ® 800-743-5000 <br />67' R/W <br />1 11 it <br />I Me <br />STA. 2 + 00.00 DEPOT MASTER DR <br />DEPOT MASTER DR. <br />SCALE: <br />HORIZ: 1"=40' <br />VERT: 1"= 4' <br />3+00 <br />_ME_ <br />slim <br />Ell <br />5 <br />m <br />X h <br />5 <br />6 R=312.00' x '� <br />ti <br />8" SS <br />• � � 05 J�}cttV <br />I + n R=2138.00' x O <br />t N \ 0 <br />h8 <br />R=294.0 S S� 8 <br />i hX v� 36 Syy� s <br />LEGEND <br />AC. ASPHALT CONCRETE FG FINISHED GRADE <br />(T) TOTAL <br />Niiiismimomwzmmmiiiii,,— <br />SCALE: 1" = 40" <br />5+ 00 <br />TC. <br />TOP OF CURB <br />STA. 90 + 00.00 = <br />DEPOT MASTER CT. <br />G8 GRADE BREAK <br />SO <br />B" <br />w <br />E/P <br />EDGE OF PAVEMENT <br />SURVEY MONUMENT <br />F. F. <br />FINISH FLOOR <br />INV INVERT <br />I � <br />PUBLIC UTILITY EASEMENT <br />SEE CONSTRUCTION NOTES <br />+ <br />04 <br />V� <br />CL <br />CENTERLINE <br />4 EX. POWER POLE <br />EX <br />OG <br />EXISTING <br />ORIGINAL GROUND <br />1 <br />3+ 0 <br />2 <br />N <br />� <br />Oo <br />3 <br />SSMH <br />_ <br />SEWER MAINTENANCE HOLE PROPOSED WATER WALVE <br />SDMH1 <br />HP <br />12"nNA <br />SD <br />_ <br />LOW POINT <br />• BLUE REFLECTOR MARKER <br />B <br />H <br />OUT p PROPOSED AIR RELEASE <br />7 <br />VALVE <br />6+00 <br />z <br />7+00 <br />o <br />z <br />N <br />ow <br />Z <br />N <br />r <br />N N <br />6" SS <br />U '- <br />N <br />v <br />Q <br />N <br />W <br />� <br />^ <br />�' <br />W <br />- <br />N <br />W N <br />c> <br />W <br />c> <br />N <br />r� <br />w <br />n <br />n <br />w <br />c� <br />m Z <br />o n <br />mcg <br />+� <br />U <br />+ <br />V <br />+� <br />+ <br />��� + <br />OUN <br />ON <br />ON <br />l0 <br />- <br />ON <br />plA <br />DILLON & MURPHY <br />m <br />+ <br />,.�N <br />+w <br />,�N <br />1 <br />v v <br />CONSULTING CIVIL ENGINEERS <br />^ <br />-_ <br />ENGINEERING PLANNING SURVEYING <br />H <br />�r1 <br />- <br />zN <br />d3 <br />P.U.E.m <br />d� <br />rn <br />+ <br />N <br />d3 <br />d� <br />iw <br />+ <br />a <br />Q3 <br />m <br />¢� <br />+cam d <br />`N <br />W <br />N <br />to <br />fn <br />3 <br />N <br />Hw <br />to <br />H¢ <br />to to <br />3 <br />N <br />N <br />r <br />Hw <br />o <br />to <br />F-¢ <br />to <br />9 <br />N17 ti <br />M !n <br />- <br />a <br />V <br />DEPOT MASTER DR. <br />V <br />� <br />r <br />_- <br />P.U.E--- <br />A <br />Q <br />STA. 00 + 00 TO STA. 5 + 50 <br />� -- <br />— <br />-- <br />_— <br />---.- <br />- ---- <br />- -- <br />- ---- <br />m <br />X10' <br />o> <br />�— -- <br />----_. <br />__ <br />�- -- <br />_ <br />- <br />_-- <br />- <br />--- - - <br />SAN JOAQUIN COUNTY <br />o <br />+w <br />+ <br />2 <br />a <br />+ <br />+ <br />Of <br />- <br />N <br />O <br />DATE <br />SCALE: AS NOTED <br />BENCH MARK:@$=,42 EL:1"8 58 <br />SHEET <br />-- <br />Q <br />MN <br />r•l� <br />DESCRIPTION: <br />11 <br />-- -. <br />OVI <br />Qmu <br />N <br />ODO <br />DEPOT MASTER DR. <br />SCALE: <br />HORIZ: 1"=40' <br />VERT: 1"= 4' <br />3+00 <br />_ME_ <br />slim <br />Ell <br />5 <br />m <br />X h <br />5 <br />6 R=312.00' x '� <br />ti <br />8" SS <br />• � � 05 J�}cttV <br />I + n R=2138.00' x O <br />t N \ 0 <br />h8 <br />R=294.0 S S� 8 <br />i hX v� 36 Syy� s <br />LEGEND <br />AC. ASPHALT CONCRETE FG FINISHED GRADE <br />(T) TOTAL <br />Niiiismimomwzmmmiiiii,,— <br />SCALE: 1" = 40" <br />5+ 00 <br />TC. <br />TOP OF CURB <br />W <br />WATER <br />G8 GRADE BREAK <br />SO <br />B" <br />w <br />E/P <br />EDGE OF PAVEMENT <br />SS SANITARY SEWER <br />F. F. <br />FINISH FLOOR <br />INV INVERT <br />P.U.E. <br />PUBLIC UTILITY EASEMENT <br />SEE CONSTRUCTION NOTES <br />+ <br />04 <br />V� <br />CL <br />CENTERLINE <br />4 EX. POWER POLE <br />EX <br />OG <br />EXISTING <br />ORIGINAL GROUND <br />PROPOSED STREET LIGHT <br />3+ 0 <br />I-] PROPOSED CATCH BASIN <br />N <br />� <br />Oo <br />PROPOSED STORM DRAIN MAINTENANCE HOLE PROPOSED FIRE HYDRANT <br />SSMH <br />_ <br />SEWER MAINTENANCE HOLE PROPOSED WATER WALVE <br />SDMH1 <br />HP <br />12"nNA <br />SD <br />_ <br />LOW POINT <br />• BLUE REFLECTOR MARKER <br />B <br />H <br />OUT p PROPOSED AIR RELEASE <br />7 <br />VALVE <br />6+00 <br />7+00 <br />B+ 00 9+00 <br />6" <br />SS <br />- SSMH1 <br />6" SS <br />- <br />_--tSMH2 <br />- <br />U <br />- <br />DILLON & MURPHY <br />-_ <br />1 <br />CONSULTING CIVIL ENGINEERS <br />- <br />-_ <br />ENGINEERING PLANNING SURVEYING <br />H <br />- <br />L10' <br />P.U.E.m <br />rn <br />�10' P.U.E. <br />- <br />U <br />m <br />iw <br />< <br />m <br />w <br />IMPROVEMENT PLANS FOR TRACT NO. 2949 <br />- <br />v <br />CARBONAISTATION <br />- - <br />"w <br />(TYP.) <br />v <br />- <br />a <br />V <br />DEPOT MASTER DR. <br />V <br />� <br />_- <br />A <br />Q <br />STA. 00 + 00 TO STA. 5 + 50 <br />O <br />V <br />O! <br />V <br />O <br />t o <br />U <br />m <br />z <br />o> <br />�— -- <br />+� <br />_ - --- <br />�- -- <br />_ <br />- <br />_-- <br />- <br />--- - - <br />SAN JOAQUIN COUNTY <br />o <br />+w <br />+ <br />+ <br />a <br />+ <br />+ <br />Of <br />- <br />N <br />O <br />DATE <br />SCALE: AS NOTED <br />BENCH MARK:@$=,42 EL:1"8 58 <br />SHEET <br />-- <br />Q <br />MN <br />r•l� <br />DESCRIPTION: <br />11 <br />-- -. <br />OVI <br />Qmu <br />N <br />ODO <br />BRASS CAP S/W CORNER OF <br />OF 27 SHEETS <br />` <br />QO <br />DESIGNED BY: B.G. <br />CONCRETE CULVERT 114' NORTH <br />�� <br />CHECKED BY: C.D. <br />+�~ <br />JOB NO. <br />0 <br />K <br />Q3 <br />U <br />U <br />OF MAC ARTHUR DRIVE. <br />0005 <br />C-) <br />+ <br />AS BUILT BY: <br />oI.,MLs k <br />O <br />UN <br />+ <br />H <br />H <br />a- <br />'. <br />H <br />N <br />N <br />3 <br />V1 <br />to <br />tn3 <br />G <br />3 <br />!nN <br />W <br />Q <br />Im <br />Uw <br />ZZN <br />to <br />30 <br />Q� <br />r <br />�I <br />a <br />F <br />N� <br />34 <br />N <br />N <br />SEE <br />SHEET 14 <br />DEPOT MASTER DR. <br />SCALE: <br />HORIZ: 1"=40' <br />VERT: 1"= 4' <br />3+00 <br />_ME_ <br />slim <br />Ell <br />5 <br />m <br />X h <br />5 <br />6 R=312.00' x '� <br />ti <br />8" SS <br />• � � 05 J�}cttV <br />I + n R=2138.00' x O <br />t N \ 0 <br />h8 <br />R=294.0 S S� 8 <br />i hX v� 36 Syy� s <br />LEGEND <br />AC. ASPHALT CONCRETE FG FINISHED GRADE <br />(T) TOTAL <br />Niiiismimomwzmmmiiiii,,— <br />SCALE: 1" = 40" <br />5+ 00 <br />TC. <br />TOP OF CURB <br />W <br />WATER <br />G8 GRADE BREAK <br />SO <br />STORM DRAIN <br />(TYP.) TYPICAL <br />E/P <br />EDGE OF PAVEMENT <br />SS SANITARY SEWER <br />F. F. <br />FINISH FLOOR <br />INV INVERT <br />P.U.E. <br />PUBLIC UTILITY EASEMENT <br />SEE CONSTRUCTION NOTES <br />STA. <br />STATION <br />V� <br />CL <br />CENTERLINE <br />4 EX. POWER POLE <br />EX <br />OG <br />EXISTING <br />ORIGINAL GROUND <br />PROPOSED STREET LIGHT <br />I-] PROPOSED CATCH BASIN <br />SDMH <br />PROPOSED STORM DRAIN MAINTENANCE HOLE PROPOSED FIRE HYDRANT <br />SSMH <br />PROPOSED SANITARY <br />SEWER MAINTENANCE HOLE PROPOSED WATER WALVE <br />HP <br />HIGH POINT <br />w EXISTING WATER VALVE <br />LP <br />LOW POINT <br />• BLUE REFLECTOR MARKER <br />SSCO <br />SANITARY SEWER CLEAN <br />OUT p PROPOSED AIR RELEASE <br />VALVE <br />6+00 <br />7+00 <br />B+ 00 9+00 <br />- <br />DILLON & MURPHY <br />-_ <br />__ <br />CONSULTING CIVIL ENGINEERS <br />- <br />-_ <br />ENGINEERING PLANNING SURVEYING <br />- <br />- <br />1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613 <br />- <br />- <br />-- <br />IMPROVEMENT PLANS FOR TRACT NO. 2949 <br />- <br />CARBONAISTATION <br />- - <br />- <br />- - <br />DEPOT MASTER DR. <br />_- <br />STA. 00 + 00 TO STA. 5 + 50 <br />- - - <br />OCTOBER, 2003 <br />�— -- <br />_ - --- <br />�- -- <br />_ <br />- <br />_-- <br />- <br />--- - - <br />SAN JOAQUIN COUNTY <br />- <br />- <br />REV. NO. <br />DESCRIPTION <br />DATE <br />SCALE: AS NOTED <br />BENCH MARK:@$=,42 EL:1"8 58 <br />SHEET <br />-- <br />DRAWN BY: S.M./E.K. <br />DESCRIPTION: <br />11 <br />-- -. <br />BRASS CAP S/W CORNER OF <br />OF 27 SHEETS <br />-- -- <br />- -- <br />DESIGNED BY: B.G. <br />CONCRETE CULVERT 114' NORTH <br />CHECKED BY: C.D. <br />OF LINNE RD, ON THE WEST SIDE <br />JOB NO. <br />--- - <br />- -- <br />OF MAC ARTHUR DRIVE. <br />0005 <br />AS BUILT BY: <br />oI.,MLs k <br />