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1 <br />1 <br />1 <br />1 <br />1 <br />122 <br />118 <br />114 <br />110 <br />UTILITY CROSSING DETAIL /UTILITY CROSSING DETAIL \ SD LATERAL DETAIL <br />STA. 17 + 12 STA. 17 + 12 STA. 18 + 47.37 <br />a� SCA EE- <br />HORIZ:1"=40' HORIZ:1 � <br />"=40' 'S" <br />VERT: 1 8' VERs: 1 '. HORIZI"=40' <br />VERT: 1"- 8' <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 />19 MUST WORK WITHIN 10 FEET OF POWER LINES <br />PLEASE CALL PG&E ® 800-743-5000 <br />J <br />118 <br />114 <br />110 <br />106 <br />122 <br />118 <br />0 114 <br />110 <br />106 <br />SD LATERAL DETAIL <br />STA. 18 + 47.37 <br />SCALE, <br />HORIZ:1 "=40' <br />VERT: 1"= 8' <br />60 <br />SD v SDMIHB SIA. 42 + 42.88 1 <br />�B SS H8 SURVEY MONUMENT <br />2 59 <br />LP —99.60 <br />i I <br />P.U.E. <br />58 <br />I �I <br />I <br />SEE SHEET 19 <br />122 <br />118 <br />114 SCALE: N 1" = 40" <br />110 v <br />106 <br />RECORD DRAWING <br />Corrections By 156 <br />No Changes By <br />Date U/7 4/u <br />Any Pern U 'ng This Drawing Should Verify <br />All inf0mtation By inspecting The Site Of Work. <br />X �y CONSTRUCTION NOTES <br />y 01 INSTALL VERTICAL CURB AND GUTTER SEE DETAIL SHEET 20B (TYP.). LEGEND <br />V (� INSTALL CATCH S4SIN SEE DETAIL SHEET 21 (TYP.). £ <br />l� INSTALL 1" WATER SERVICE METER PER SJ. CO. STD. PLAN CW -W8. DETAIL AC. ASPHALT CONCRETETC. TOP OF CURB FG <br />SHEET N0. 21. (IYP.). W WATER (T) <br />® INSTALL WATER VALVE PER S.J. CO. SID. PLAN CW -W5 DETAIL SD STORM DRAIN GB <br />SHEET NO. 21. (TIP.). E/P EDGE OF PAVEMENT (TYP.) <br />Q INSTALL FIRE HYDRANT PER S.J. CO. SID. PLAN CW -W18 DETAIL F.F. FINISH FLOOR SS <br />SHEET NO. 21 (TYP.) AND INSTALL BLUE REFLECTIVE MARKER ON P.U.E. PUBLIC UTILITY EASEMENT INV <br />STREET I' TOWARD HYDRANT FROM CENTERLINE STA. STATION <br />CL CENTERLINE 2 <br />DEPOT MASTER DR. © FACE OF CURB RADIUS= 30' (TYP.). EX EXISTING <br />Q INSTALL 4" SEWER SERVICE PER S.J. CO. SID PLANS S -7A OG ORIGINAL GROUND O" <br />SCALE: SHEET NO. 21. (TYR.). SDMH PROPOSED STORM DRAIN MAINTENANCE HOLE <br />HORIZ: 1"=40' (� SEE STORM DRAIN CROSSING DETAIL E ON SHEET 27 FOR D.I.C.B. LATERAL DETAIL (1YP.). :SSMH PROPOSED SANITARY SEWER MAINTENANCE HOLE <br />VERT: 1"= 4' HP HIGH POINT <br />LP LOW POINT <br />SSCO SANITARY SEWER CLEAN OUT <br />00 15 00 16 + 00 17 + 00 18 + 00 19 + 00 20 + 00 21 + 00 + <br />� n <br />PROPOSED AIR RELEASE <br />VALVE <br />FINISHED GRADE <br />TOTAL <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 />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 />408 IMPROVEMENT PLANS FOR TRACT NO. 2949 <br />CARBONA STATION <br />DEPOT MASTER DR. <br />STA. 13 + 40 TO STA. 20 + 75.39 <br />OCTOBER, 2003 <br />SAN JOAQUIN COUNTY <br />DATE SCALE: AS NOTED BENCH MARK:BB-42 EL:138-58 SHEET <br />15/05 DRAWN BY: S.M./E.K. DESCRIPTION: 13 <br />15/05 BRASS CAPS W CORNER OF OF 27 SHEETS <br />DESIGNED BY: B.G. CONCRETE CULVERT 114' NORTH <br />CHECKED BY: C.D. OF LINNE RD. ON THE WEST SIDE JOB NO. <br />OF MAC ARTHUR DRIVE. 0005 <br />AS BUILT BY: na <br />17 <br />N.A.P.O. T.S. <br />Wo <br />Z <br />Q <br />5' <br />P.S.D.E. <br />0 <br />0 <br />N <br />m <br />Z <br />SEE DETAIL ABOVE <br />m <br />w <br />^ <br />w <br />N y <br />nw <br />my <br />Z <br />N <br />ti a <br />7 <br />+ <br />+v <br />16 <br />+ <br />+ <br />+ <br />y <br />65 <br />�+^ <br />70 LF 18" SD <br />�,o <br />S=0.002 47 LF 6" <br />SS <br />ro <br />d' <br />d <br />k' <br />d <br />d <br />5=0.005 <br />¢ <br />to <br />Nom' <br />N3 <br />+� <br />+� <br />•� <br />(p3 <br />N <br />N <br />23 LF 8" W INSTALL 27 <br />10' P.U.E. 12 SD <br />LF <br />F- <br />N <br />5 <br />-----�- <br />----- <br />— <br />------ <br />---- <br />1. <br />15 <br />12„ w <br />+00 <br />16+ 0017 <br />18+00 <br />19+ 00 <br />S Sy R=287.00 <br />_ <br />718" <br />_ <br />SD <br />1D <br />_ <br />�20 T9 <br />FF <br />SSMH6 <br />-:._-. 6' SS <br />- -- <br />SMH _. ____ <br />__ <br />6" <br />SS - <br />- - <br />��kx <br />_.___; <br />cox <br />5 <br />4 G <br />� � - <br />� <br />47 LF 8" W <br />10' P.U.E. J <br />n <br />STA. <br />i <br />R=269.00' <br />a <br />a <br />\ 23 LF 6" <br />SS <br />,0 <br />117.£ <br />a <br />+� <br />S=0.005 <br />INSTALL 17 <br />LF <br />F <br />TEMPORARY CONSTRUCTION & <br />12" SD <br />+ <br />r <br />+" <br />+U <br />- <br />� <br />UTILITY EASEMENT <br />m <br />R zs3.00' <br />+� <br />+� <br />18 <br />N <br />N. A. P.O. T. S. <br />66 <br />5' <br />P.S.D.E. <br />V1 <br />3 V)�n <br />STA. 13 + 40.73 <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 />19 MUST WORK WITHIN 10 FEET OF POWER LINES <br />PLEASE CALL PG&E ® 800-743-5000 <br />J <br />118 <br />114 <br />110 <br />106 <br />122 <br />118 <br />0 114 <br />110 <br />106 <br />SD LATERAL DETAIL <br />STA. 18 + 47.37 <br />SCALE, <br />HORIZ:1 "=40' <br />VERT: 1"= 8' <br />60 <br />SD v SDMIHB SIA. 42 + 42.88 1 <br />�B SS H8 SURVEY MONUMENT <br />2 59 <br />LP —99.60 <br />i I <br />P.U.E. <br />58 <br />I �I <br />I <br />SEE SHEET 19 <br />122 <br />118 <br />114 SCALE: N 1" = 40" <br />110 v <br />106 <br />RECORD DRAWING <br />Corrections By 156 <br />No Changes By <br />Date U/7 4/u <br />Any Pern U 'ng This Drawing Should Verify <br />All inf0mtation By inspecting The Site Of Work. <br />X �y CONSTRUCTION NOTES <br />y 01 INSTALL VERTICAL CURB AND GUTTER SEE DETAIL SHEET 20B (TYP.). LEGEND <br />V (� INSTALL CATCH S4SIN SEE DETAIL SHEET 21 (TYP.). £ <br />l� INSTALL 1" WATER SERVICE METER PER SJ. CO. STD. PLAN CW -W8. DETAIL AC. ASPHALT CONCRETETC. TOP OF CURB FG <br />SHEET N0. 21. (IYP.). W WATER (T) <br />® INSTALL WATER VALVE PER S.J. CO. SID. PLAN CW -W5 DETAIL SD STORM DRAIN GB <br />SHEET NO. 21. (TIP.). E/P EDGE OF PAVEMENT (TYP.) <br />Q INSTALL FIRE HYDRANT PER S.J. CO. SID. PLAN CW -W18 DETAIL F.F. FINISH FLOOR SS <br />SHEET NO. 21 (TYP.) AND INSTALL BLUE REFLECTIVE MARKER ON P.U.E. PUBLIC UTILITY EASEMENT INV <br />STREET I' TOWARD HYDRANT FROM CENTERLINE STA. STATION <br />CL CENTERLINE 2 <br />DEPOT MASTER DR. © FACE OF CURB RADIUS= 30' (TYP.). EX EXISTING <br />Q INSTALL 4" SEWER SERVICE PER S.J. CO. SID PLANS S -7A OG ORIGINAL GROUND O" <br />SCALE: SHEET NO. 21. (TYR.). SDMH PROPOSED STORM DRAIN MAINTENANCE HOLE <br />HORIZ: 1"=40' (� SEE STORM DRAIN CROSSING DETAIL E ON SHEET 27 FOR D.I.C.B. LATERAL DETAIL (1YP.). :SSMH PROPOSED SANITARY SEWER MAINTENANCE HOLE <br />VERT: 1"= 4' HP HIGH POINT <br />LP LOW POINT <br />SSCO SANITARY SEWER CLEAN OUT <br />00 15 00 16 + 00 17 + 00 18 + 00 19 + 00 20 + 00 21 + 00 + <br />� n <br />PROPOSED AIR RELEASE <br />VALVE <br />FINISHED GRADE <br />TOTAL <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 />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 />408 IMPROVEMENT PLANS FOR TRACT NO. 2949 <br />CARBONA STATION <br />DEPOT MASTER DR. <br />STA. 13 + 40 TO STA. 20 + 75.39 <br />OCTOBER, 2003 <br />SAN JOAQUIN COUNTY <br />DATE SCALE: AS NOTED BENCH MARK:BB-42 EL:138-58 SHEET <br />15/05 DRAWN BY: S.M./E.K. DESCRIPTION: 13 <br />15/05 BRASS CAPS W CORNER OF OF 27 SHEETS <br />DESIGNED BY: B.G. CONCRETE CULVERT 114' NORTH <br />CHECKED BY: C.D. OF LINNE RD. ON THE WEST SIDE JOB NO. <br />OF MAC ARTHUR DRIVE. 0005 <br />AS BUILT BY: na <br />