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K <br />Fqm <br />GRADES <br />® <br />(E) <br />CL 11.2± 11.2± 11.1 ± <br />11.1 ± <br />11.0± 11.0± 11.0± 10.9± 10.9± <br />GRADES <br />® <br />(E) <br />EP (WEST SIDE) 11.0± 11.0± 10.9± <br />10.9± <br />10.8± 10.8± 10.8± 10.7± 10.7± <br />GRADES <br />® <br />(N) <br />LIP/EP <br />10.70 <br />10.45 <br />GRADES <br />® <br />(N) <br />FL <br />10.57 <br />10.32 <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 />10.9± 10.8± 10.8± 10.8± 10.7± 10.7± 10.6± 10.6± 10.6± 10.5± 10.4± 10.4± <br />10.7± 10.6± 10.6± 10.6± 10.5± 10.5± 10.5± 10.5± 10.4± 10.3± 10.3± 10.2± <br />10.20 9.95 <br />10.07 9.82 <br />10.3± 10.3± 10.2± 10.1± 10.1± 10.0± 10.0± <br />10.1 ± 10.1± 10.0± 10.0± 9.9± 9.9± 9.8± <br />9.70 <br />9.57 <br />+40 <br />so <br />+80 6+00 +20 <br />w <br />+20 +40 <br />J <br />; J <br />Q <br />O <br />w O <br />w W <br />04 <br />04 <br />Lc <br />N ( <br />NOTES <br />THE <br />N <br />6 <br />tD w <br />L <br />(E) <br />E E <br />C L <br />J <br />J <br />QN <br />V)z <br />a(n <br />V) <br />Z_ <br />V)w <br />u <br />> <br />< <br />< I <br />OFF <br />HAUL TO BALANCE THE SITE. <br />o <br />>-J <br />g <br />o <br />w <br />(F) FL <br />o <br />o0 <br />Q 7: <br />o <br />N <br />F) FL <br />REFER <br />TO <br />SPECIFICATIONS <br />VALVES SHALL BE USED FOR ALL WATER LINES <br />z bi oz o0 <br />cn <br />> <br />w o <br />(PER <br />SJC STANDARD 4.31.C.3 LATEST EDITION). <br />o <br />� <br />ori <br />o.zs� <br />o <br />o <br />G✓ <br />ro <br />N Q (D (D <br />Z <br />c° (O <br />0000 <br />0`00 <br />`° Q <br />�` <br />(E) CL <br />(DUCTILE <br />IRON, <br />NELDED STEEL <br />00 <br />Q <br />00 <br />Q <br />Q N <br />FORCE <br />MAIN OR PROPOSED SEWER, THE WATER SERVICE SHALL <br />Fz_ II II <br />f- II <br />_ <br />�- O <br />BE INSTALLED <br />ABOVE THE CONFLICTING LINE IF 3 FEET OF <br />z Q z z <br />z z <br />Q <br />cn <br />z <br />N <br />clkss= <br />PVC) <br />Z <br />GROUND COVER CAN BE PROVIDED. IF GROUND COVER IS LESS <br />- � - - <br />- - <br />- <br />V) <br />- V) <br />THAN <br />3 FEET, THE WATER SERVICE SHALL BE INSTALLED UNDER <br />INSTALL 278 LF <br />10" WATER <br />THE <br />4 <br />INS <br />ALL 140 <br />LF 12" ATERQ <br />JE:I:NSTALL <br />t9 <br />LF 40' <br />WATER <br />--- <br />- -- <br />---- <br />- - - - <br />----- <br />_ I <br />_ <br />STALL 44 <br />---- <br />LF 8" EWER EN <br />I TING 12 <br />FO CE MAIN <br />ASED IN <br />CONCRET <br />, S=0.0 <br />8"SS INV=5.70 <br />SEE <br />I STALL 330 <br />LF <br />8" SEWER, <br />S= <br />.0032 <br />6"W INV=4.88 <br />8"SS INV=5.92 <br />STA 3+20 TO STA 18+100 <br />„ <br />6"W INV=4.95 <br />SAWCUT AND REMOVE <br />- - <br />- -[A- <br />MIN. <br />EX <br />6"W INV=4.88 <br />RUCTION <br />PAVING <br />AND MATCH NEW <br />PAVING <br />6 SSFM„ INV=3.97 <br />6"SSFM INV=3.88 <br />° 1o'w <br />FORGE <br />- <br />UN <br />ER CONS <br />CO <br />- - <br />- - <br />- <br />-F <br />- - <br />R_E:F__F TO SPE <br />S -EC N -71-A <br />IFICATIO <br />RINATE <br />S <br />- - <br />- - <br />- <br />- - <br />- <br />- <br />- <br />- <br />s <br />oo <br />- <br />ti 10+00 (E) CL <br />- <br />- <br />FOR PIPE TYPE <br />CONCRETE, VITRIFIED <br />(REINFORCED <br />C <br />Y, PVC) <br />o <br />LINE ENCASEMENT <br />(E) EP <br />ca <br />32.0' <br />--- <br />-------------- <br />- <br />---- <br />co Go" <br />- - - - - - - - - -rn - - - - --- <br />LJj <br />--- <br />------------------ <br />+40 <br />Ld <br />U) <br />Vol <br />+40 +60 0 +20 +40 +60 +80 <br />00 > <br />Z Of Q J Q J J J <br />I <br />0 <br />O <br />O LLJ OffLd <br />; Op U O �, <br />��wraoo <br />00 <br />O w O� (DN <br />L� D O (D N 0 (D W N <br />00 L0 rn O< O 0 <br />+ J (n + J O) + J + J + J W <br />-1 (D J J J J U <br />O <br />�cl) �(~n> �c~i) min U) <br />(n <br />(nzcn U) Uz U) (nz� <br />\(E) R/W <br />6"W INV=6.25 12"SSFM INV=5.7± <br />8"SS INV=4.64 6"W INV -4.70 <br />12W <br />6"W INV=5.35 (E) EP <br />6"SSFO INV=3.16 <br />0 6+00 (E) CL <br />(E) EP <br />0 <br />6"W INV=6.25 <br />8"SS INV=4.93 <br />6"W INV=5.25 <br />6"SSFM INV=3.42 <br />INSTALL <br />12 TO 10 <br />REDUCER 7+00 <br />. _ __-2 <br />6"W INV=6.25 <br />8"SS INV=5.05 <br />6"W INV=6.25 m <br />6"SSFM INV=3.54 <br />THORNTON ROAD <br />NEW PAVEMENT WIDENING <br />TE-SEW EP/LIP STA 6+5333.5'12"SSFM INV=5.6± <br />12"SSFM INV=5.9± INST LL FIRE HYDRANT 6 W INV=4.60 <br />SJCO TD DWG CW -W186 WoINV=4.90 STA 6+95, INSTALL <br />A 5+55, INSTALL STA 6+80, INSTALL 64 LF 6"W, CAP <br />64 LF 6"W, CAP 27 LF 6"SS ® S=0.01 AND PLUG E1D <br />AND PLUG END CAP AND PLUG END 6"SS INV=5.10 <br />CD AT SEWER CLEANOUT 6"SSFM INV=3.50 <br />NEW PARCEL 2 (F) PL � 6"SS INV=5.14 <br />NEW PARCEL 3 12"SSFM INV=5.7± <br />of ICD <br />THE PROJECT ROUGH GRADING IS NOT <br />INTENDED TO BALANCE, THE CONTRACTOR <br />IS RESPONSIBLE FOR ANY IMPORT AND/OR <br />OFF HAUL TO BALANCE THE SITE. <br />9 <br />8 <br />-7 <br />32 <br />6 <br />5 <br />4 <br />3 <br />2 <br />8+00 +20 +40 <br />so <br />+80 6+00 +20 <br />w <br />+20 +40 <br />J <br />; J <br />Q <br />O <br />w O <br />w W <br />04 <br />04 <br />Lc <br />N ( <br />NOTES <br />THE <br />N <br />6 <br />tD w <br />L <br />L <br />Q <br />C' <br />J <br />J <br />QN <br />V)z <br />a(n <br />V) <br />Z_ <br />Ld <br />U) <br />Vol <br />+40 +60 0 +20 +40 +60 +80 <br />00 > <br />Z Of Q J Q J J J <br />I <br />0 <br />O <br />O LLJ OffLd <br />; Op U O �, <br />��wraoo <br />00 <br />O w O� (DN <br />L� D O (D N 0 (D W N <br />00 L0 rn O< O 0 <br />+ J (n + J O) + J + J + J W <br />-1 (D J J J J U <br />O <br />�cl) �(~n> �c~i) min U) <br />(n <br />(nzcn U) Uz U) (nz� <br />\(E) R/W <br />6"W INV=6.25 12"SSFM INV=5.7± <br />8"SS INV=4.64 6"W INV -4.70 <br />12W <br />6"W INV=5.35 (E) EP <br />6"SSFO INV=3.16 <br />0 6+00 (E) CL <br />(E) EP <br />0 <br />6"W INV=6.25 <br />8"SS INV=4.93 <br />6"W INV=5.25 <br />6"SSFM INV=3.42 <br />INSTALL <br />12 TO 10 <br />REDUCER 7+00 <br />. _ __-2 <br />6"W INV=6.25 <br />8"SS INV=5.05 <br />6"W INV=6.25 m <br />6"SSFM INV=3.54 <br />THORNTON ROAD <br />NEW PAVEMENT WIDENING <br />TE-SEW EP/LIP STA 6+5333.5'12"SSFM INV=5.6± <br />12"SSFM INV=5.9± INST LL FIRE HYDRANT 6 W INV=4.60 <br />SJCO TD DWG CW -W186 WoINV=4.90 STA 6+95, INSTALL <br />A 5+55, INSTALL STA 6+80, INSTALL 64 LF 6"W, CAP <br />64 LF 6"W, CAP 27 LF 6"SS ® S=0.01 AND PLUG E1D <br />AND PLUG END CAP AND PLUG END 6"SS INV=5.10 <br />CD AT SEWER CLEANOUT 6"SSFM INV=3.50 <br />NEW PARCEL 2 (F) PL � 6"SS INV=5.14 <br />NEW PARCEL 3 12"SSFM INV=5.7± <br />of ICD <br />THE PROJECT ROUGH GRADING IS NOT <br />INTENDED TO BALANCE, THE CONTRACTOR <br />IS RESPONSIBLE FOR ANY IMPORT AND/OR <br />OFF HAUL TO BALANCE THE SITE. <br />9 <br />8 <br />-7 <br />32 <br />6 <br />5 <br />4 <br />3 <br />2 <br />8+00 +20 +40 <br />+60 <br />+8 <br />9+00 <br />+20 +40 <br />+60 <br />1 <br />+80 10+00 +20 +40 +60 +80 <br />w <br />00 <br />NOTES <br />THE <br />OFF-SITE ROUGH GRADING IS NOT INTENDED TO BALANCE, <br />w <br />J <br />J <br />J <br />Q <br />J <br />J <br />z <br />THE <br />CONTRACTOR IS RESPONSIBLE FOR ANY IMPORT AND/OR <br />V)w <br />u <br />> <br />< <br />< I <br />OFF <br />HAUL TO BALANCE THE SITE. <br />o <br />>-J <br />g <br />o <br />w <br />ui <br />o <br />o0 <br />Q 7: <br />o <br />N <br />g <br />M <br />= <br />GATE <br />VALVES SHALL BE USED FOR ALL WATER LINES <br />z bi oz o0 <br />cn <br />> <br />w o <br />(PER <br />SJC STANDARD 4.31.C.3 LATEST EDITION). <br />o <br />� <br />ori <br />o <br />o <br />o <br />G✓ <br />ro <br />N Q (D (D <br />Z <br />c° (O <br />0000 <br />0`00 <br />`° Q <br />�` <br />IF NEW WATER SERVICE LOCATIONS CONFLICT WITH EXISTING <br />00 <br />Ln(o <br />Q � ui ui <br />J (D <br />Q � <br />00 <br />Q <br />00 <br />Q <br />Q N <br />FORCE <br />MAIN OR PROPOSED SEWER, THE WATER SERVICE SHALL <br />Fz_ II II <br />f- II <br />_ <br />�- O <br />BE INSTALLED <br />ABOVE THE CONFLICTING LINE IF 3 FEET OF <br />z Q z z <br />z z <br />Q <br />cn <br />z <br />N <br />Z_:~ <br />� <br />a <br />Z <br />GROUND COVER CAN BE PROVIDED. IF GROUND COVER IS LESS <br />- � - - <br />- - <br />- <br />V) <br />- V) <br />THAN <br />3 FEET, THE WATER SERVICE SHALL BE INSTALLED UNDER <br />THE <br />CONFLICTING LINE. <br />ALL SERVICE LATERALS, WHEN INSTALLED, SHALL HAVE NOT LESS <br />THAN <br />1 -FOOT TOTAL COVER OVER PIPE. <br />T.B.M. #506 <br />(E) R/W <br />cu <br />8"SS INV=5.70 <br />SEE <br />NEXT SHEET FOR PIPE CONCRETE ENCASEMENT DETAIL. <br />(N 2228427.99, <br />E 6304657.43) <br />6"W INV=4.88 <br />8"SS INV=5.92 <br />STA 3+20 TO STA 18+100 <br />„ <br />6"W INV=4.95 <br />SAWCUT AND REMOVE <br />1' <br />MIN. <br />EX <br />6"W INV=4.88 <br />6"W INV=4.95 <br />PAVING <br />AND MATCH NEW <br />PAVING <br />6 SSFM„ INV=3.97 <br />6"SSFM INV=3.88 <br />° 1o'w <br />° <br />I0 w <br />CO <br />(E) EP <br />Q <br />8+00 <br />�w <br />s <br />oo <br />ti 10+00 (E) CL <br />o <br />LINE ENCASEMENT <br />(E) EP <br />ca <br />32.0' <br />--- <br />-------------- <br />- <br />---- <br />co Go" <br />- - - - - - - - - -rn - - - - --- <br />LJj <br />--- <br />------------------ <br />------- <br />- - - - - - - - - - --------------- <br />Z <br />� <br />"-'5.5' <br />_ <br />U <br />NEW TC 6 SS =6.59 NEW Q <br />INV <br />- (E) R/W �• STA 8+85, INSTALL <br />6 SSFM INV=4.00 <br />(F) R/W � ; 64 LF 6"W, CAP I EP/LIP <br />I AND PLUG ENDI (E) R/W 0 <br />DUAL 6"SS (FORCE MAIN <br />CURRENTLY UNDER CONSTRUCTION STA. 9+53, 33.5 RT (F) PL (F) R/W 0) + <br />� INSTALL FIRE HYDRANT O <br />SJCO STD DWG CW -W18 LEGENDh W <br />STA 8+70, IN <br />(bI 27 LF 6"SS INSTALL <br />TALL=0.01 6" AC (TYPE A) OVER 8" W< <br />(F) PL I CAP AND PLUG END AB (CLASS 2) ONI 12" = I - <br />NEW PARCEL 4 E COMPACTED SUBG ADV7 E TO U) <br />AT SEWER CLEANOUT <br />95% R.C. � NEW PARCEL 5 <br />Q/ <br />