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12 <br />11 <br />10 <br />9 <br />8 <br />7 <br />6 <br />5 <br />4 <br />3 <br />2 <br />1 <br />12 <br />T <br />C: <br />w <br />.19 <br />3 <br />2 <br />1 <br />+20 <br />J <br />i� <br />c0 <br />(6 <br />N <br />N <br />H <br />0) <br />+40 <br />00 +20 <br />+40 +60 +80 1+00 +20 <br />+40 +60 +80 <br />2+ <br />00 <br />GATE VALVES SHALL BE USED FOR <br />STAR STREET <br />0=Ofw <br />IF NEW WATER SERVICE LOCATIONS <br />J <br />�o <br />THE WATER SERVICE SHALL <br />Z <br />LINE IF 3 FEET OF <br />WW <br />(n <br />o�Z� <br />THAN 3 FEET, THE WATER SERVICE <br />cD <br />��� <br />0 <br />Z�QO� <br />STA <br />0+00 <br />TO 2+19.5 <br />= <br />I <br />� I I <br />XI <br />STING CL <br />~LJQO <br />J0� <br />o <br />W <br />mN-0000 <br />N <br />EXISTING <br />CL <br />zc~i� II II <br />Z Z <br />REFER TO <br />Q <br />V)>> <br />w <br />Yi <br />Kj <br />_ <br />REFER <br />Z z Z <br />(CATIONS <br />L0 <br />zzZzz <br />J <br />Q <br />_JLLJ <br />QLd <br />+ <br />L <br />Jz--t Ln <br />Q pri vi <br />SEWER/STORM <br />X> <br />— <br />CONFLICT <br />N <br />(DUCTILE <br />IRON, <br />WELDED <br />STEEL <br />V) <br />Xc000NN <br />V) <br />SECTION <br />7FOR PIPE <br />71 ALT <br />TYPE <br />RNATE B <br />'REINFORCED <br />W <br />M <br />'t <br />, <br />, <br />INV <br />-2.4± <br />CURRE14TLY <br />DUAL <br />UNDER <br />6"SS FORCE <br />CONS <br />MAIN <br />RUCTION <br />CONCR <br />TE, VITRI <br />IED CLA <br />, PVC <br />EXISTING <br />12" WATER <br />INST <br />LL 231 <br />F 12" WATER <br />REFERT <br />P <br />IFI TI <br />N <br />36" STORM <br />SECTION <br />FOR <br />71 ALTERNATE <br />PIPE TYPE <br />REINF <br />B <br />RCED <br />EXISTING <br />" QTndkA <br />_ <br />— <br />LF, <br />CON <br />RETE, VITRIFIED <br />CLAY, <br />PVC <br />=0.000 <br />— <br />C <br />NSTRUC <br />ON <br />— <br />— <br />FUHHENTLY <br />— <br />ALL 204 <br />LF 8' <br />SEWER, <br />S=0.00 <br />2 <br />SEWER, <br />=0.003 <br />ISTALL <br />EXIST <br />NG 8" S <br />WER <br />=0. 32 <br />777 <br />Al <br />INETALL <br />10 <br />LF TI <br />IRON <br />DIPE <br />J <br />i� <br />c0 <br />(6 <br />N <br />N <br />H <br />0) <br />+40 <br />00 +20 <br />+40 +60 +80 1+00 +20 <br />+40 +60 +80 <br />2+ <br />00 <br />GATE VALVES SHALL BE USED FOR <br />STAR STREET <br />0=Ofw <br />IF NEW WATER SERVICE LOCATIONS <br />J <br />�o <br />THE WATER SERVICE SHALL <br />Z <br />LINE IF 3 FEET OF <br />WW <br />(n <br />o�Z� <br />THAN 3 FEET, THE WATER SERVICE <br />cD <br />��� <br />0 <br />Z�QO� <br />STA <br />0+00 <br />TO 2+19.5 <br />= <br />I <br />� I I <br />+VO�c�D <br />Z <br />~LJQO <br />J0� <br />o <br />W <br />mN-0000 <br />N <br />J <br />QIl NN <br />Q <br />zc~i� II II <br />Z Z <br />REFER TO <br />Q <br />V)>> <br />w <br />Yi <br />Kj <br />_ <br />REFER <br />Z z Z <br />J <br />i� <br />c0 <br />(6 <br />N <br />N <br />H <br />0) <br />+40 <br />NOT INTENDED TO BALANCE, <br />EXISTING <br />CL <br />OFF HAUL TO BALANCE THE SITE. <br />W <br />> <br />GATE VALVES SHALL BE USED FOR <br />Of <br />W <br />CL' <br />IF NEW WATER SERVICE LOCATIONS <br />J <br />FORCE MAIN OR PROPOSED SEWER, <br />THE WATER SERVICE SHALL <br />Z <br />LINE IF 3 FEET OF <br />WW <br />(n <br />i� <br />THAN 3 FEET, THE WATER SERVICE <br />cD <br />Ld <br />Q <br />r7 <br />Z�QO� <br />L6 <br />S <br />= <br />I <br />I <br />I <br />I <br />~LJQO <br />mN-0000 <br />ONSTRUC <br />SADDLE <br />MANHOL <br />QUW(n <br />Z <br />REFER TO <br />SPECIE <br />CATIONS <br />Yi <br />Kj <br />_ <br />REFER <br />TO SPECI <br />(CATIONS <br />L0 <br />zzZzz <br />J <br />Q <br />_JLLJ <br />QLd <br />+ <br />L <br />Jz--t Ln <br />Q pri vi <br />SEWER/STORM <br />X> <br />— <br />CONFLICT <br />N <br />(DUCTILE <br />IRON, <br />WELDED <br />STEEL <br />V) <br />Xc000NN <br />V) <br />SECTION <br />7FOR PIPE <br />71 ALT <br />TYPE <br />RNATE B <br />'REINFORCED <br />W <br />M <br />'t <br />, <br />, <br />INV <br />-2.4± <br />S <br />CONCR <br />TE, VITRI <br />IED CLA <br />, PVC <br />INST <br />LL 231 <br />F 12" WATER <br />— <br />LF, <br />— <br />— <br />FORce <br />— <br />C <br />NSTRUC <br />ON <br />— <br />— <br />FUHHENTLY <br />— <br />I TALL <br />5 LF 8" <br />SEWER, <br />=0.003 <br />ISTALL <br />305 <br />LF 8" <br />SEWER, <br />=0. 32 <br />Al <br />INETALL <br />10 <br />LF TI <br />IRON <br />DIPE <br />CE <br />TERED THROUGH <br />S=0.003 <br />SADDLE MANHOLE <br />J <br />i� <br />c0 <br />(6 <br />N <br />N <br />H <br />0) <br />+40 <br />(D <br />(D <br />N <br />0) <br />N <br />Q <br />V) <br />+80 3+00 +20 +40 +60 +80 <br />3-1 <br />O <br />� J <br />Y <br />m cD <br />CD <br />N <br />CL <br />lfi <br />J + <br />J <br />Q N <br />V) QQ <br />Z V) <br />DEBROGGI ROAD <br />STA 2+19.5 TO 5+10.9 <br />+20 +40 +60 <br />12 <br />11 <br />10 <br />9 <br />8 <br />7 <br />6 <br />5 <br />4 <br />3 <br />2 <br />1 <br />12 <br />10 <br />9 <br />8 <br />7 <br />6 <br />5 <br />4 <br />3 <br />2 <br />5+00 +20 +• 1 <br />NOT INTENDED TO BALANCE, <br />THE CONTRACTOR IS RESPONSIBLE <br />W <br />> <br />OFF HAUL TO BALANCE THE SITE. <br />W <br />> <br />GATE VALVES SHALL BE USED FOR <br />Of <br />W <br />CL' <br />IF NEW WATER SERVICE LOCATIONS <br />J <br />FORCE MAIN OR PROPOSED SEWER, <br />THE WATER SERVICE SHALL <br />Z <br />LINE IF 3 FEET OF <br />WW <br />(n <br />i� <br />THAN 3 FEET, THE WATER SERVICE <br />cD <br />Ld <br />Q <br />r7 <br />Z�QO� <br />L6 <br />S <br />= <br />I <br />I <br />I <br />I <br />~LJQO <br />mN-0000 <br />QUW(n <br />Z <br />cn <br />c <br />Nc <br />Yi <br />Kj <br />_ <br />>i» <br />+ <br />L0 <br />zzZzz <br />J <br />Q <br />_JLLJ <br />QLd <br />+ <br />L <br />Jz--t Ln <br />Q pri vi <br />Q <br />X> <br />N <br />Q <br />V) <br />Q <br />�Q>> <br />V) <br />Xc000NN <br />V) <br />Z <br />0 <br />Z O W <br />W <br />M <br />'t <br />, <br />, <br />(D <br />(D <br />N <br />0) <br />N <br />Q <br />V) <br />+80 3+00 +20 +40 +60 +80 <br />3-1 <br />O <br />� J <br />Y <br />m cD <br />CD <br />N <br />CL <br />lfi <br />J + <br />J <br />Q N <br />V) QQ <br />Z V) <br />DEBROGGI ROAD <br />STA 2+19.5 TO 5+10.9 <br />+20 +40 +60 <br />12 <br />11 <br />10 <br />9 <br />8 <br />7 <br />6 <br />5 <br />4 <br />3 <br />2 <br />1 <br />12 <br />10 <br />9 <br />8 <br />7 <br />6 <br />5 <br />4 <br />3 <br />2 <br />5+00 +20 +• 1 <br />NOTES <br />THE OFF—SITE ROUGH GRADING IS <br />NOT INTENDED TO BALANCE, <br />THE CONTRACTOR IS RESPONSIBLE <br />W <br />> <br />OFF HAUL TO BALANCE THE SITE. <br />W <br />> <br />GATE VALVES SHALL BE USED FOR <br />Of <br />W <br />CL' <br />IF NEW WATER SERVICE LOCATIONS <br />J <br />FORCE MAIN OR PROPOSED SEWER, <br />THE WATER SERVICE SHALL <br />Z <br />LINE IF 3 FEET OF <br />WW <br />(n <br />i� <br />THAN 3 FEET, THE WATER SERVICE <br />cD <br />Ld <br />Q <br />r7 <br />Li <br />Q m <br />L6 <br />S <br />N <br />N <br />~LJQO <br />QUW(n <br />Z <br />O'44: <br />_ <br />_ <br />+ <br />L0 <br />J <br />Q <br />_JLLJ <br />QLd <br />+ <br />L <br />Jz--t Ln <br />Q pri vi <br />Q <br />X> <br />N <br />Q <br />V) <br />Q <br />�Q>> <br />V) <br />W Z <br />V) <br />Z <br />0 <br />Z O W <br />U) <br />Z:2 Z Z <br />NOTES <br />THE OFF—SITE ROUGH GRADING IS <br />NOT INTENDED TO BALANCE, <br />THE CONTRACTOR IS RESPONSIBLE <br />FOR ANY IMPORT AND/OR <br />OFF HAUL TO BALANCE THE SITE. <br />GATE VALVES SHALL BE USED FOR <br />ALL WATER LINES <br />(PER SJC STANDARD 4.31.C.3 LATEST EDITION). <br />IF NEW WATER SERVICE LOCATIONS <br />CONFLICT WITH EXISTING <br />FORCE MAIN OR PROPOSED SEWER, <br />THE WATER SERVICE SHALL <br />BE INSTALLED ABOVE THE CONFLICTING <br />LINE IF 3 FEET OF <br />GROUND COVER CAN BE PROVIDED. <br />IF GROUND COVER IS LESS <br />THAN 3 FEET, THE WATER SERVICE <br />SHALL BE INSTALLED UNDER <br />THE CONFLICTING LINE. <br />ALL SERVICE LATERALS, WHEN INSTALLED, SHALL HAVE NOT LESS <br />THAN 1—FOOT TOTAL COVER OVER <br />PIPE. <br />