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1 25 <br />1 20 <br />1 15 <br />1 10 <br />8 1 <br />0+50 <br />............................................................................................. <br />EX 3"G <br />............................................................................................ <br />............................................................................................. <br />EX 8"W <br />EX 12"SD------------ <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />L APPROXIMATE LOCATION OF EXISTING WATER LINE. <br />CONTRACTOR SHALL FIELD VERIFY SIZE, LOCATION, <br />AND*DEPTH PRIOR TO CONSTRUCTION. NOTIFY <br />ENGINEER IMMEDIATELY IF CONFLICT ARISES. <br />J <br />r <br />O <br />C6 <br />H <br />UJ <br />U) <br />LL <br />LL <br />0 <br />Ix <br />N <br />r <br />H <br />LU <br />Cn <br />LL <br />..................................................o... o.. ....o... <br />EXISTING GROUND ELEVATION o o <br />rnm p m� O �00 NCV N <br />m N Ch M CV 214, 2 Cp I` <br />. . . . . . . . . . . . . . . �1.).N1JN. (n.�.N U-) CN. <br />CY) <br />x� _ x� — x� — x� — <br />W cn w co W w cn W w cn of <br />APPROXIMATE LOCATION OF EXISTING GAS LINE. <br />CONTRACTOR SHALL FIELD VERIFY SIZE, LOCATION, <br />AND DEPTH PRIOR TO CONSTRUCTION. NOTIFY EX 3"G <br />ENGINEER IMMEDIATELY IF CONFLICT ARISES. <br />EX 12"S <br />EX 12"S <br />.................. ..........EX8"W..... ...... .. ... <br />..................................................... T .... .. <br />................................. .......... ..... <br />EX 12"SD <br />................................................................................................. ;� , -Q . . . <br />m <br />= Z o APPROXIMATE LOCATION OF EXISTING STORM DRAIN <br />Cn <br />z z Cn > > LINE. CONTRACTOR SHALL FIELD VERIFY SIZE, x <br />STA:0+50.00 <br />N: 2161271.59 <br />1+00 <br />1+00 <br />12' <br />G <br />G <br />8" W <br />2+00 <br />� OH <br />2+00 <br />3+00 <br />D STREET <br />HORZ. SCALE: 1"=20' <br />VERT. SCALE: 1"=2' <br />SEE ONSITE <br />IMPROVEMENT PLANS <br />I I I L/ <br />G <br />�SSMH 2 <br />RIM 22.72 <br />INV 14.70 8"N <br />INV 15.03 4"W <br />I <br />I <br />N <br />SSCO I <br />RIM 23.05 5 RIM 22.61 2 4 <br />INV 15.55 4"E INV 14.39 8"S <br />INV 14.39 8"N <br />6 <br />r OH <br />3 ® N <br />8" W\�4"SS <br />co <br />26LF @ S=0.0200 <br />SDR 26 69LF @ S=0.0045 SDR 26 <br />8"SS <br />3+00 1 <br />D STREET <br />4+00 <br />N <br />00 <br />iv 4+00 <br />G <br />Cr <br />N <br />E) <br />0' 10' 20' 40' <br />SCALE: 1"=20' <br />LOCATION, AND -DEPTH PRIOR TO CONSTRUCTION.. . . . . . . . . . . w <br />NOTIFY ENGINEER IMMEDIATELY IF CONFLICT ARISES. <br />......................... <br />5+00 <br />8"SS <br />5+00 <br />Project Manager <br />DATE SIGNED: 01/19/24 <br />12"SD <br />EX. SDCB 1 <br />RIM 22.30 <br />INV 17.43 12"NW <br />� w <br />I <br />xl <br />EX SSMH 1 <br />EX SDMH 2 <br />—X <br />X <br />X <br />X <br />INV 13.53 8"N <br />INV 14.62 12"N <br />co <br />z <br />Z <br />CnC <br />o <br />" <br />Cn <br />1` NI` <br />G7 <br />Q Q QCn <br />V <br />Q QQ <br />cn . z. . . <br />=M <br />Co <br />(n. Cn Cn '04 <br />. CV .N <br />-Ir- � <br />O cn 0 <br />U-) <br />C610 <br />ti N � <br />Z. w Z � <br />vi <br />I` � <br />Cl) <br />0 U) <br />z z z p <br />X> <br />z zz <br />1+00 <br />12' <br />G <br />G <br />8" W <br />2+00 <br />� OH <br />2+00 <br />3+00 <br />D STREET <br />HORZ. SCALE: 1"=20' <br />VERT. SCALE: 1"=2' <br />SEE ONSITE <br />IMPROVEMENT PLANS <br />I I I L/ <br />G <br />�SSMH 2 <br />RIM 22.72 <br />INV 14.70 8"N <br />INV 15.03 4"W <br />I <br />I <br />N <br />SSCO I <br />RIM 23.05 5 RIM 22.61 2 4 <br />INV 15.55 4"E INV 14.39 8"S <br />INV 14.39 8"N <br />6 <br />r OH <br />3 ® N <br />8" W\�4"SS <br />co <br />26LF @ S=0.0200 <br />SDR 26 69LF @ S=0.0045 SDR 26 <br />8"SS <br />3+00 1 <br />D STREET <br />4+00 <br />N <br />00 <br />iv 4+00 <br />G <br />Cr <br />N <br />E) <br />0' 10' 20' 40' <br />SCALE: 1"=20' <br />LOCATION, AND -DEPTH PRIOR TO CONSTRUCTION.. . . . . . . . . . . w <br />NOTIFY ENGINEER IMMEDIATELY IF CONFLICT ARISES. <br />......................... <br />5+00 <br />8"SS <br />5+00 <br />Project Manager <br />DATE SIGNED: 01/19/24 <br />12"SD <br />EX. SDCB 1 <br />RIM 22.30 <br />INV 17.43 12"NW <br />� w <br />z z <br />EX SSMH 1 <br />EX SDMH 2 <br />Cn C <br />co C <br />RIM 22.72 <br />INV 13.53 8"S <br />N. N . <br />INV 13.53 8"N <br />INV 14.62 12"N <br />co <br />z <br />Z <br />CnC <br />o <br />" <br />Cn <br />1` NI` <br />Cn U) <br />Q Q QCn <br />V <br />Q QQ <br />cn . z. . . <br />=M <br />Co <br />(n. Cn Cn '04 <br />. CV .N <br />-Ir- � <br />O cn 0 <br />U-) <br />C610 <br />ti N � <br />Z. w Z � <br />vi <br />I` � <br />Cl) <br />0 U) <br />z z z p <br />X> <br />z zz <br />Wz <br />EX. SDCB 2 <br />RIM 21.20 <br />INV 17.01 12"NE <br />Project Engineer <br />oQROF � SS��'�9 <br />c -v', z Fv z <br />w m <br />m <br />Exp. 0 /30/24 <br />CNIL <br />F0F CA��F <br />DATE SIGNED: 01/19/24 <br />G <br />12S <br />KEY NOTES <br />25 CONSTRUCT 8" SANITARY SEWER LINE PER <br />CITY OF STOCKTON STANDARDS <br />CONSTRUCT TYPE 1 MAINTENANCE HOLE PER CITY OF STOCKTON <br />STANDARD DRAWING NO. S-10. <br />AT CROSSING, SANITARY SEWER LINE SHALL BE AT LEAST 12 INCHES, <br />�3 MEASURED FROM OUTSIDE OF PIPES, BELOW EXISTING WATER LINE. <br />COORDINATE WITH CALWATER. <br />CONNECT TO EXISTING SANITARY SEWER SYSTEM PER CITY OF <br />STOCKTON STANDARDS. CONTRACTOR SHALL MATCH EXISTING <br />INVERT. CONTRACTOR SHALL FIELD VERIFY SIZE, DEPTH, AND <br />LOCATION PRIOR TO CONSTRUCTION. NOTIFY ENGINEER <br />IMMEDIATELY OF ANY CONFLICTS. <br />CONSTRUCT SANITARY SEWER CLEANOUT PER CITY OF STOCKTON <br />20 STANDARD DRAWING NO. S-18 <br />CONSTRUCT 4" SANITARY SEWER LATERAL PER CITY OF <br />STOCKTON STANDARDS. <br />UTILITY NOTES <br />1. COORDINATE ALL WORK INVOLVING UTILITIES WITH THE <br />APPROPRIATE UTILITY COMPANY. <br />LEGEND <br />EXISTING PROPOSED <br />15 <br />12"SD STORM DRAIN LINE 12"SD <br />`t"JJ SANITARY SEWER LINE 4"SS <br />WATER LINE 2"W <br />G GAS LINE G <br />E E ELECTRICAL CONDUIT E E <br />OH OVERHEAD LINE OH <br />10 <br />J 8 <br />5+75 <br />N <br />EX SSMH 1 <br />EX SDMH 2 <br />RIM 22.69 <br />RIM 22.72 <br />INV 13.53 8"S <br />INV 14.62 12"S <br />INV 13.53 8"N <br />INV 14.62 12"N <br />INV 16.72 1211SW <br />INV 17.22 12"SE <br />" <br />8"SS <br />12"SD <br />STA:5+50.00 G <br />N: 2161749.03 <br />E: 6345538.81 <br />oc <br />0 0 <br />Know what's below. <br />Cal I before you dig. <br />