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126 — 126 126 -- - 126 <br />t2 TE - 44 T£ - Te - - - —Te <br />122 - 122 122 122 <br />75 if S'V _ -- 23 LA W W 75 JF.:_6'__ - _ 8'-W <br />118EA - 118 118 - NOTE: <br />tt3.57 INV 1 c� - -- ALL PIPES SHALL BE PLUGGED AT BOTH ENDS. <br />114. -.T 114 114 - -M -- -r --- 114 <br />AF 2'SD- _. —-Ti3.57 INV <br />r SS <br />110 �a-tr-eT= 110 110 �m1�l- 11G <br />S--0.003 _ -_ <br />106 � _ - — 106 106 - 106 <br />UTILITY CROSSING DETAIL <br />STA. 73 + 70 Al STA. 73 + 70 <br />HSCALE- <br />OOR Zi "=40' HSCALE. <br />OOR Z -I "=40' <br />SEE SHEET 17 VERT: 1" 8' VERT. 1" 8' II <br />STA. 56+32.56 JACK GODWIN WAY= <br />y. STA. 70+23.57 ZILLI DR. 5' P. S. D.E. <br />3 <br />SURVEY MONUMENT 23 N.A.P.O.T.S. <br />U ® n <br />Z � <br />�a <br />3 r �o w 00 w i ® - SEE DETAIL ABOVE <br />r O U Uj U 06 / V 0D <br />0 0 in +e I.Lin S M j O O <br />w CO.O +� ^o f _+ w + w + w / \ SEE DETAIL ABOVE + I� <br />w (n= v, _ v1 w INSTALL 70 LF/12" SO N <br />C-) <br />'m U1 c�i LrJQ 3 ^ w ^ rn INSTALL 23 LF 8"/ W INSTALL 47 LF 6" SS �o\ <br />Q ` \ -- L- NN 3 ---i 10' PILE N- w -- - ---------T-�_- INSTALL 28 LF 12" SDS `N / <br />m� + 1 i� <br />1 <br />C613 71 _ { n+ao 73+6 1761 <br />CB72 _ Haul ..� �o r.� ��—� <br />i4 - - �— <br />I^ ^ 10' PILE i <br />3 "mw O o 4 <br />^�z + 44 N <br />^ ^ m <br />NN= Q N <br />SEE SHEET 17 rn �uQ <br />N <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 />126 <br />------_ - _0�---o <br />\ <br />�' <br />--_ - <br />IT <br />-.:-+22.00 Tr - <br />122 <br />EDGE OF PAVEMENT <br />--- <br />i2iaa RIM <br />118 <br />PUBLIC UTILITY EASEMENT <br />� <br />7iaz 1 <br />INSTALL 23 LF 6" SS <br />47 LF 8" W �\ <br />114 <br />r5 i_F1 7 S0 <br />110 <br />106 --- <br />71 <br />126 <br />122 <br />t2t1HI RIM <br />- 118 <br />IT5.7 NV <br />-�7 OF 12 SD- -. 114 <br />> - <br />S _ <br />110 <br />106 <br />STORM DRAIN LATERAL <br />STA. 75 + 11.20 <br />SCALE, <br />HORIZ:1 <br />VERT: 1"- 8' <br />76 + <br />------_ - _0�---o <br />\ <br />�' <br />WATER <br />IT <br />+� <br />GB <br />EDGE OF PAVEMENT <br />--- <br />�w <br />- <br />PUBLIC UTILITY EASEMENT <br />� <br />72 <br />INSTALL 23 LF 6" SS <br />47 LF 8" W �\ <br />o <br />N. U <br />5,' r� <br />EXISTING <br />O <br />+ <br />w <br />+ <br />w <br />m <br />w <br />= I <br />�/ <br />I mr 'V N a r' C <br />+v �Q <br />CL <br />N <br />h <br />w <br />U N <br />w <br />V <br />Os <br />O <br />U <br />N <br />U <br />— <br />IIIc <br />45+ <br />- <br />+ <br />46 <br />OCTOBER, 2003 <br />SAN JOAQUIN COUNTY <br />TEMPORARY <br />CONSTRUCTION AND <br />+ <br />DESCRIPTION <br />N <br />N + <br />~ <br />Q <br />+ <br />N <br />U) <br />N <br />UTILITY <br />EASEMENT <br />N.A.P.O.T. N.A.P.O.T.S. <br />76 + <br />SCALE: n I" = 40" <br />U U \� <br />i s5�,n5a \ <br />Y 'r N x N <br />6 01 d \ \ <br />3 52 <br />rN N�0 ru / <br />T <br />I n+ Ta+oo <br />MH 12" SD 8" SS Cg1l 00 <br />a U Qi cWiCID <br />B <br />Vt Os sX <br />00 m <br />�\ / a`15 Ens N aaaU0 d. <br />IS r V �� N3 NN rNai <br />�. <br />3 (0 +� o .A r 50 <br />N w r K 1- K N 6 <br />^W48�� <br />!O ^ rn + z CD 4 Q 4 W f <br />I -W^_ = ^; X49 <br />Ln u ^ k Y <br />SEE SHE 18 C �Q. LEGEND <br />✓_ r <br />STA. 77 + 30.08 ZILLI DR. <br />STA. 35 + 00 ZEPHYR DR. <br />SURVEY MONUMENT <br />AC. <br />TC. <br />W <br />SO <br />E/P <br />F. F. <br />P.U.E. <br />STA. <br />CL <br />EX <br />OG <br />SDMH <br />SSMH <br />HP <br />S CO <br />B.C.I.D. <br />\\ <br />FIELD LOCATE <br />SANITARY SEWER <br />AND WATER SERVICES \ <br />51 �y <br />ASPHALT CONCRETE <br />FIELD LOCATE <br />FIRE HYDRANT <br />25' B.C.I.D. <br />EASEMENT <br />TOP OF CURB <br />------_ - _0�---o <br />\ <br />�' <br />WATER <br />IT <br />STORM DRAIN <br />GB <br />EDGE OF PAVEMENT <br />--- <br />--- <br />- <br />PUBLIC UTILITY EASEMENT <br />- <br />INSTALL <br />INSTALL 23 LF 6" SS <br />47 LF 8" W �\ <br />o <br />N. U <br />5,' r� <br />EXISTING <br />O <br />N. <br />J, 6 <br />m <br />w <br />m <br />w <br />= I <br />�/ <br />I mr 'V N a r' C <br />+v �Q <br />CL <br />N <br />h <br />w <br />U N <br />w <br />V <br />Os <br />O <br />U <br />N <br />U <br />— <br />IIIc <br />45+ <br />- <br />+ <br />46 <br />OCTOBER, 2003 <br />SAN JOAQUIN COUNTY <br />TEMPORARY <br />CONSTRUCTION AND <br />+ <br />DESCRIPTION <br />DATE <br />N + <br />N <br />+ <br />N <br />+ <br />N <br />UTILITY <br />EASEMENT <br />N.A.P.O.T. N.A.P.O.T.S. <br />® <br />® <br />W & S TO LOT 23 <br />UTILITY LOF OCATION <br />1/5 OS <br />1/5/05 <br />DRAWN BY: S.M./E.K. <br />DESIGNED BY: B.G. <br />^ <br />OF 27 SHEETS <br />REVISE HP <br />1/5/05 <br />CHECKED BY: C.D. <br />r <br />^ <br />w <br />1/5/05 <br />AS BUILT BY: <br />^ <br />Ld <br />CONSTRUCTION <br />NOTES <br />YIN <br />as�w <br />Ld <br />�� <br />d�d3 <br />1n <br />N3Nvwi <br />V)i3 <br />NN <br />01 <br />INSTALL VERTICAL CURB AND GUTTER SEE DETAIL SHEET 20B (TYP.). 5' P.S.D.E. <br />F� <br />© <br />INSTALL CATCH BASIN SEE DETAIL SHEET 21 (TYR). <br />(� <br />INSTALL I- WATER SERVICE/METER PER S.J. CO. STD. PLAN CW -W8. SEE <br />DETAIL SHEET NO. 21 (TYP.). <br />® <br />INSTALL WATER VALVE PER S.J. CO. SID, PLAN CW -W5 DETAIL <br />SHEET NO. 21 (TYP.). <br />50 <br />INSTALL FIRE HYDRANT PER S.J. CO. STD. PLAN CW -W16 DETAIL <br />SHEET NO. 21 (TYP.) AND INSTALL BLUE REFLECTIVE MARKER ON <br />STREET 1' TOWARD HYDRANT FROM CENTERLINE <br />© <br />FACE OF CURB RADIUS= 30' (TYP.). <br />l� <br />INSTALL 4" SEWER SERVICE PER S.J. CO. STD PLANS 5-7A. <br />SEE SHEET 21 (TYR). <br />ZILLI <br />DRIVE <br />© <br />SEE STORM DRAIN CROSSING DETAIL H ON SHEET 27 FOR D.I.C.B. LATERAL DETAIL <br />(TYP.). <br />SCALE: <br />(� <br />SEE STORM DRAIN CROSSING DETAIL J ON SHEET 27 FOR D.LC.B. LATERAL DETAIL <br />(TYP.). <br />HORIZ: <br />1"=40' <br />VERT: <br />1"= <br />4' <br />A@ <br />INSTALL A °Y" FITTING)WITH A 1/8 BEND AND A SANITARY SEWER CLEANOUT <br />SCALE: n I" = 40" <br />U U \� <br />i s5�,n5a \ <br />Y 'r N x N <br />6 01 d \ \ <br />3 52 <br />rN N�0 ru / <br />T <br />I n+ Ta+oo <br />MH 12" SD 8" SS Cg1l 00 <br />a U Qi cWiCID <br />B <br />Vt Os sX <br />00 m <br />�\ / a`15 Ens N aaaU0 d. <br />IS r V �� N3 NN rNai <br />�. <br />3 (0 +� o .A r 50 <br />N w r K 1- K N 6 <br />^W48�� <br />!O ^ rn + z CD 4 Q 4 W f <br />I -W^_ = ^; X49 <br />Ln u ^ k Y <br />SEE SHE 18 C �Q. LEGEND <br />✓_ r <br />STA. 77 + 30.08 ZILLI DR. <br />STA. 35 + 00 ZEPHYR DR. <br />SURVEY MONUMENT <br />AC. <br />TC. <br />W <br />SO <br />E/P <br />F. F. <br />P.U.E. <br />STA. <br />CL <br />EX <br />OG <br />SDMH <br />SSMH <br />HP <br />S CO <br />B.C.I.D. <br />\\ <br />FIELD LOCATE <br />SANITARY SEWER <br />AND WATER SERVICES \ <br />51 �y <br />ASPHALT CONCRETE <br />FIELD LOCATE <br />FIRE HYDRANT <br />25' B.C.I.D. <br />EASEMENT <br />TOP OF CURB <br />SEE SHEET 18 <br />WATER <br />FG <br />STORM DRAIN <br />GB <br />EDGE OF PAVEMENT <br />(TYP.) <br />FINISH FLOOR <br />SS <br />PUBLIC UTILITY EASEMENT <br />INV <br />STATION <br />00 <br />CENTERLINE <br />N. U <br />5,' r� <br />EXISTING <br />O <br />N. <br />J, 6 <br />PROPOSED STORM DRAIN MAINTENANCE HOLE <br />o d <br />.7 ,1. <br />= I <br />w <br />I mr 'V N a r' C <br />+v �Q <br />CL <br />N <br />o <br />C' <br />k <br />I <br />IMPROVEMENT PLANS FOR TRACT NO. 294 <br />CARBONA STATION <br />rNu, ,- <br />— <br />ZILLI DRIVE <br />STA. 71 + 00 TO STA. 80 + 71.24 <br />- <br />OCTOBER, 2003 <br />SAN JOAQUIN COUNTY <br />SCALE: n I" = 40" <br />U U \� <br />i s5�,n5a \ <br />Y 'r N x N <br />6 01 d \ \ <br />3 52 <br />rN N�0 ru / <br />T <br />I n+ Ta+oo <br />MH 12" SD 8" SS Cg1l 00 <br />a U Qi cWiCID <br />B <br />Vt Os sX <br />00 m <br />�\ / a`15 Ens N aaaU0 d. <br />IS r V �� N3 NN rNai <br />�. <br />3 (0 +� o .A r 50 <br />N w r K 1- K N 6 <br />^W48�� <br />!O ^ rn + z CD 4 Q 4 W f <br />I -W^_ = ^; X49 <br />Ln u ^ k Y <br />SEE SHE 18 C �Q. LEGEND <br />✓_ r <br />STA. 77 + 30.08 ZILLI DR. <br />STA. 35 + 00 ZEPHYR DR. <br />SURVEY MONUMENT <br />AC. <br />TC. <br />W <br />SO <br />E/P <br />F. F. <br />P.U.E. <br />STA. <br />CL <br />EX <br />OG <br />SDMH <br />SSMH <br />HP <br />S CO <br />B.C.I.D. <br />\\ <br />FIELD LOCATE <br />SANITARY SEWER <br />AND WATER SERVICES \ <br />51 �y <br />ASPHALT CONCRETE <br />FIELD LOCATE <br />FIRE HYDRANT <br />25' B.C.I.D. <br />EASEMENT <br />TOP OF CURB <br />LP <br />WATER <br />FG <br />STORM DRAIN <br />GB <br />EDGE OF PAVEMENT <br />(TYP.) <br />FINISH FLOOR <br />SS <br />PUBLIC UTILITY EASEMENT <br />INV <br />STATION <br />CENTERLINE <br />EXISTING <br />O <br />ORIGINAL GROUND <br />DI110N & MURPHY <br />CONSULTING CIVIL ENGINEERS <br />ENGINEERING PLANNING SURVEYING <br />1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613 <br />PROPOSED STORM DRAIN MAINTENANCE HOLE <br />PROPOSED SANITARY SEWER MAINTENANCE HOLE <br />_ <br />HIGH POINT <br />w <br />TOTAL <br />SANITARY SEWER CLEAN OUT <br />C' <br />BANTA CARBONA IRRIGATION DISTRICT <br />P.S.D.E. <br />IMPROVEMENT PLANS FOR TRACT NO. 294 <br />CARBONA STATION <br />RECORD DRAWING <br />Corrections By (�(� <br />No Cmhang By_ <br />Dare IL &4k - <br />Any Pers n Wing This Drawing Should Verify <br />All information By inspecting The Site Of Work, <br />LOW POINT <br />FINISHED GRADE <br />GRADE BREAK <br />TYPICAL <br />SANITARY SEWER <br />INVERT <br />SEE CONSTRUCTION NOTES <br />EX. POWER POLE <br />PROPOSED STREET LIGHT <br />PROPOSED CATCH BASIN <br />PROPOSED FIRE HYDRANT <br />PROPOSED WATER WALVE <br />EXISTING WATER VALVE <br />BIOLOGICAL SAMPLING STATION <br />PRIVATE STORM DRAIN EASEMENT <br />BLUE REFLECTIVE MARKER <br />DI110N & MURPHY <br />CONSULTING CIVIL ENGINEERS <br />ENGINEERING PLANNING SURVEYING <br />1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613 <br />_ <br />— <br />IMPROVEMENT PLANS FOR TRACT NO. 294 <br />CARBONA STATION <br />— <br />ZILLI DRIVE <br />STA. 71 + 00 TO STA. 80 + 71.24 <br />- <br />OCTOBER, 2003 <br />SAN JOAQUIN COUNTY <br />REV. N0. <br />DESCRIPTION <br />DATE <br />CROSSING DETAIL <br />1/5/05 <br />SCALE: AS NOTED <br />BENCH MARK: BB -42 EL: 138 58 <br />DESCRIPTION: <br />CONCRETE BRASSPCUL ERTS/WO 114 RNORTH <br />DRIVE. THE WESTSIDE <br />OF MACOF LINNEARTHURD.OR <br />- <br />SHEET <br />6 <br />® <br />® <br />W & S TO LOT 23 <br />UTILITY LOF OCATION <br />1/5 OS <br />1/5/05 <br />DRAWN BY: S.M./E.K. <br />DESIGNED BY: B.G. <br />OF 27 SHEETS <br />REVISE HP <br />1/5/05 <br />CHECKED BY: C.D. <br />OB NO <br />J0005 <br />WJaWSL1'OEllll <br />/� <br />6SC0 <br />1/5/05 <br />AS BUILT BY: <br />