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GRADES 0 (E) CL <br />GRADES 0 (E) EP (WEST SIDE) <br />GRADES 0 (N) LIP/EP <br />GRADES 0 (N) FL <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 />NOTES <br />THE OFF-SITE ROUGH G <br />CONTRACTOR IS RESPONSI <br />BALANCE THE SITE. <br />GATE VALVES SHALL BE U <br />(PER SJC STANDARD 4.31 <br />IF NEW WATER SERVICE L <br />OR PROPOSED SEWER, TH <br />THE CONFLICTING LINE IF <br />IF GROUND COVER IS LES <br />INSTALLED UNDER THE CO <br />11.7± 11.7± 11.7± 11.7± 11.8± 11.8± 11.8± 11.8± 11.7± 11.7± 11.6± 11.6± 11.5± 11.5± 11.4± 11.4± 11.3± 11.2 <br />11.5± 11.5± 11.5± 11.4± 11.4± 11.3± 11.3± 11.2± 11.2± 11.1± 1 1.0 <br />11.20 10.95 <br />11.07 10.82 <br />RADING <br />o <br />cb <br />PAVEMEW WDENING ' <br />o 25 <br />5.5' <br />U <br />-_-_ -_-_ <br />-_ -_-_ <br />Q <br />(E) R/W <br />= <br />6 W INV6.25 <br />NEW TC <br />(F) R/W <br />8"SS INV=4.05 <br />° 6"W INV 6.25 <br />Lo <br />NEW EP/LIP <br />6"SSFM INV=2.77 <br />/00 <br />+ <br />(E) EP <br />12"SSFM INV=6.2± <br />6"W INV=5.10 <br />/ <br />�L() <br />v, <br />27 LFA65SS00ISS0.01 <br />STA 3+99, INSTALL <br />STA 4+15, INSTALL <br />(E) CL <br />CAP AND PLUG END <br />LLJ <br />= <br />Q <br />27 LF 6"SS ®S=0.01 CAP <br />64 LF 6"W, CAP <br />/'� F <br />() <br />AT SEWER CLEANOUT <br />`b AND PLUG END <br />� <br />AND PLUG END <br />/ PL <br />� <br />� <br />AT SEWER CLEANOUT <br />NEW PARCEL 1 <br />E EP <br />PARCEL 2 <br />(N) FL <br />EFER TO <br />SPECIFICAT <br />ONS <br />rA <br />(DUC <br />ILE IRON, <br />WELDED S <br />EEL, <br />CLASS <br />200 <br />VC <br />E�US�� <br />G MAIN <br />OFtC <br />�jNSTALL <br />8. ,LF <br />O <br />INSTALL <br />140 <br />F 12" WA <br />ER <br />Y 12" WATER <br />O 24" C014C <br />DRAIN PI <br />E <br />INSTAL <br />273*LF8" <br />EWER, S= <br />.0032 <br />- - <br />- - <br />- - <br />-R <br />R-_R <br />IFICATION <br />DU <br />6"SS FO <br />CE MAIN <br />- - <br />- - <br />- -S <br />IOAL 7-1- <br />RNATE- <br />- <br />- - <br />CU <br />RENTLY UNDER <br />CON <br />RUCTION <br />_ <br />FOR <br />PIPE TYPE(REINFOR <br />ED <br />_ _ <br />CO <br />CRETE, VITRIFIED <br />CLX', <br />PVC) <br />2+00 +20 +40 +60 <br />+80 3+00 <br />0 +40 +60 <br />+80 400 <br />+40 <br />+60 +80 5+00 +20 0 <br />0 <br />Z: <br />IS NOT INTENDED TO BALANCE, THE <br />w <br />BLE FOR ANY IMPORT AND/OR OFF HAUL TO <br />ui <br />00 <br />> <br />w Q <br />� <br />0 � <br />3 <br />aJ -i> <br />Q }� w <br />~ <br />SED FOR ALL WATER LINES <br />0- <br />a <br />� � N <br />w <br />0- _ _ <br />C.3 LATEST EDITION). <br />i i <br />� v �i �_ I <br />M <br />J w <br />~ o <br />g N <br />~a o <br />N <br />CK: m <br />g <br />M <br />m U II � <br /><LwF-3 <br />Z <br />N <br />o z�p �w <br />OCATIONS CONFLICT WITH EXISTING FORCE MAIN <br />O <br />0 o <br />a O O I -J O <br />O <br />w Q c <br />v>w to <br />(n <br />iv O <br />3w QZZO" <br />o N 0 <br />E WATER SERVICE SHALL BE INSTALLED ABOVE r <br />+ <br />o <br />� <br />0-H o 'o w Y o <br />+ Z + <br />2 0> 0 0 o <br />>- � o <br />io N_ <br />_� <br />co � <00 0 <br />+ <br />3 FEET OF GROUND COVER CAN BE PROVIDED. <br />+ <br />�'? N Q (n <br />r) r) <br />J [.J <br />J V)= <br />J + <br />J <br />J + <br />J <br />J > J W J <br />J Lo I- <br />S THAN 3 FEET, THE WATER SERVICE SHALL BE N <br />n ' <br />II <br />a Z 3. <br />0 w0 <br />�+ <br />wo <br />a `r <br />� <br />Q Q <br />gw �z II II it <br />NFLICTING LINE. <br />> <br />N J-3 � w o� i5 <br />N 3 0 a <br />N> <br />V) <br />V) Q V) Q>> N> <br />(n <br />Z V) <br />ZL2V) W 0]NN (n <br />Z -co li(n V) <br />ZZ N <br />Z U) <br />K V) Z:2ZZ ZZ <br />ALL SERVICE LATERALS, WHEN INSTALLED, SHALL HAVE NOT LESS THAN <br />1 -FOOT TOTAL COVER OVER PIPE. <br />.ter <br />Q <br />J <br />(b 0 <br />Q <br />U 0+00 <br />STA 0+00.0 <br />(N 2229164.77, E 6304$15.34) <br />V/ <br />o' <br />c <br />Cb <br />LEGEND <br />6" AC (TYPE A) OVER 8" AB <br />(CLASS 2) ON 12" COMPACTED <br />SUBGRADE TO 95% R.C. <br />1+00 <br />co <br />h <br />I- <br />THORNTON ROAD^ <br />SEE SHEET 5 & 6 FOR <br />PRECEDING PLAN & PROFILES <br />N O <br />2+00 /3+00 rn <br />e <br />J + <br />DE BROGGI RD. STA. 5+10.94= <br />"SS INV=3 73 <br />0 <br />6"W INV=6.25 <br />8"SS INV=3.82 <br />12tiV <br />(E) EP J <br />(E) - �4+00 <br />6"W INV=6.25 <br />ro 6"SSFM INV=2.60 <br />CSS INV=4.19 <br />6"SSFM INV=2.73 <br />(E) R/W <br />6"SS INV=4.60 <br />?SSFM INV=3.1 1 <br />1YW <br />STA 3+20 V STA 18+10, (E) EP <br />SAWCUT AND REMOTE 1' MIN. EX. <br />PAVING AND MATCK NEW PAVING 5+00 (E) CL <br />tlE) EP <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 />THORNTON RD. STA. 2+89.90 6SFM INV=2.54 W <br />(N 2228893.71, E 6304458.16) 32 D' <br />STA. 2+67, 17.0' RT <br />8"SS IN=3.53 °k T' <br />DUAL 6" FORCE MAIN <br />_ _CURRENTLY UNDE CONSTRUCTION <br />STA +20.0, 32' RT (TFC) <br />- - - - - INSTALL CURB RAMP TO <br />Cb MATCH (E) AC, FL=11.3± <br />SJCO STD DWG CW -C12 <br />STA. 3+27.0, 32.0'RT (TFC) <br />BEGIN NEW 6" VERT. CURB, GUTTER <br />AND SIDEWALK, FL ELEV=11.25 <br />/ SJCO STD DWG CW -C7 <br />STA. 3/IRE <br />33.5' RT <br />INSTALL,HYDRANT <br />M <br />�. <br />o <br />cb <br />.ter <br />Q <br />J <br />(b 0 <br />Q <br />U 0+00 <br />STA 0+00.0 <br />(N 2229164.77, E 6304$15.34) <br />V/ <br />o' <br />c <br />Cb <br />LEGEND <br />6" AC (TYPE A) OVER 8" AB <br />(CLASS 2) ON 12" COMPACTED <br />SUBGRADE TO 95% R.C. <br />1+00 <br />co <br />h <br />I- <br />THORNTON ROAD^ <br />SEE SHEET 5 & 6 FOR <br />PRECEDING PLAN & PROFILES <br />N O <br />2+00 /3+00 rn <br />e <br />J + <br />DE BROGGI RD. STA. 5+10.94= <br />"SS INV=3 73 <br />0 <br />6"W INV=6.25 <br />8"SS INV=3.82 <br />12tiV <br />(E) EP J <br />(E) - �4+00 <br />6"W INV=6.25 <br />ro 6"SSFM INV=2.60 <br />CSS INV=4.19 <br />6"SSFM INV=2.73 <br />(E) R/W <br />6"SS INV=4.60 <br />?SSFM INV=3.1 1 <br />1YW <br />STA 3+20 V STA 18+10, (E) EP <br />SAWCUT AND REMOTE 1' MIN. EX. <br />PAVING AND MATCK NEW PAVING 5+00 (E) CL <br />tlE) EP <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 />THORNTON RD. STA. 2+89.90 6SFM INV=2.54 W <br />(N 2228893.71, E 6304458.16) 32 D' <br />STA. 2+67, 17.0' RT <br />8"SS IN=3.53 °k T' <br />DUAL 6" FORCE MAIN <br />_ _CURRENTLY UNDE CONSTRUCTION <br />STA +20.0, 32' RT (TFC) <br />- - - - - INSTALL CURB RAMP TO <br />Cb MATCH (E) AC, FL=11.3± <br />SJCO STD DWG CW -C12 <br />STA. 3+27.0, 32.0'RT (TFC) <br />BEGIN NEW 6" VERT. CURB, GUTTER <br />AND SIDEWALK, FL ELEV=11.25 <br />/ SJCO STD DWG CW -C7 <br />STA. 3/IRE <br />33.5' RT <br />INSTALL,HYDRANT <br />M <br />�. <br />z <br />J <br />PAVEMEW WDENING ' <br />5.5' <br />U <br />-_-_ -_-_ <br />-_ -_-_ <br />Q <br />(E) R/W <br />= <br />6 W INV6.25 <br />NEW TC <br />(F) R/W <br />8"SS INV=4.05 <br />° 6"W INV 6.25 <br />Lo <br />NEW EP/LIP <br />6"SSFM INV=2.77 <br />/00 <br />+ <br />(E) EP <br />12"SSFM INV=6.2± <br />6"W INV=5.10 <br />/ <br />�L() <br />v, <br />27 LFA65SS00ISS0.01 <br />STA 3+99, INSTALL <br />STA 4+15, INSTALL <br />0' [ <br />CAP AND PLUG END <br />LLJ <br />= <br />Q <br />27 LF 6"SS ®S=0.01 CAP <br />64 LF 6"W, CAP <br />/'� F <br />() <br />AT SEWER CLEANOUT <br />`b AND PLUG END <br />� <br />AND PLUG END <br />/ PL <br />� <br />� <br />AT SEWER CLEANOUT <br />NEW PARCEL 1 <br />/ NEW <br />PARCEL 2 <br />