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\ \ <br />\ STA. 0+00.0 <br />(N 2229105.15, E 6304755.49) <br />10.9 11.7 \ 11.6 \ 11.7 11.6 11,5 11.0 10.8 10.4 <br />\ \ a <br />\ \ I I <br />NOTES <br />H <br />THE PROJECT ROUGH GRADING IS NOT INTENDED TO BALANCE, THE W <br />\ \ CONTRACTOR IS RESPONSIBLE FOR ANY IMPORT AND/OR OFF HAUL TO W <br />\ BALANCE THE SITE. <br />11.0 11,8 11,3 11,5 11,3 11.511.1 10.9 10.5 9.9 7 <br />\ GATE VALVES SHALL BE USED FOR ALL WATER LINES (PER SJC STANDARD (E) R/W <br />431C3 LATEST EDITION) <br />\ .... <br />\ \ <br />IF NEW WATER SERVICE LOCATIONS CONFLICT WITH EXISTING FORCE MAIN I <br />O OR PROPOSED SEWER, THE WATER SERVICE SHALL BE INSTALLED ABOVE I (n <br />\ 2 THE CONFLICTING LINE IF 3 FEET OF GROUND COVER CAN BE PROVIDED. <br />IF GROUND COVER IS LESS THAN 3 FEET, THE WATER SERVICE SHALL BE <br />\ \ INSTALLED UNDER THE CONFLICTING LINE. <br />\ \ I <br />\ 7Q ALL SERVICE LATERALS, WHEN INSTALLED, SHALL HAVE NOT LESS THAN <br />1 -FOOT TOTAL COVER OVER PIPE. <br />11.9 11.8 \ 11.7 (E) CL 11.4 \ 11.4 11.1 10.9 10.6 9.8 I g <br />\ SEE NEXT SHEET FOR STREET PROFILES. <br />- \ \ k \ <br />11.5 <br />11.3 <br />10.4 <br />11.7 <br />11.4 <br />11.5 <br />\ \ (E) R/W STA. 4+02, 30.3' RT <br />11.3 11.7 \ 10.6 10,6 EX. SDI 10.4 10.5 10,0 <br />INV=5.43 <br />\ DE BROGGI RD. STA. 5+10.94= POTHOLE ® CL <br />STA.5+35.4, 11b.3' RT THORNTON RD. STA. 2+89.90 INSTALL 10 LF 8 SS DUCTILE IRON <br />VERIFY ELEVATION PIPE CENTERED THROUGH NEW MH <br />INSTAIl�_\ S S M H (N 2228893.71, E 6304458.16) OF 12" SD <br />INV=3.43-S�UUTH <br />ST 23 <br />INV=3.53 - \ INSTALL 305 LF <br />SJCO STD DWG C\S7 "x..�` (E) CL 8"SS @ S=0.0032 <br />11.5 \ 1.6 9.9 _\ 10.2 <br />SEE SHEET \7 <br />FOR CONTINUAWNS <br />XISTING <br />AIR R LEASE <br />,VALVE <br />11.5 \ <br />--- -- -- -- -- 11.49\C ' <br />4.75 <br />M <br />M <br />EM <br />(E) R/W --- <br />(E) EP <br />(I <br />5+00r' <br />\ 4+00 <br />w <br />STA 4+79, 24.3' LT <br />\ INSTALL 12" GATE VALVE <br />ON 4 LF 12"W STUB <br />11.58 \1.79 <br />.11.60 <br />10.8 <br />DE BROGGI ROb <br />3+00 <br />INSTALL 231 LF <br />12" WATER <br />STA. 0+00, 4.8' LT <br />CONNECT TO EXISTING <br />SS MAINTENANCE HOLE <br />1INV=1.4t NORTH <br />INV=1.65 - SOUTH <br />SJCO STD DWG CW -S7 <br />49-_ 10.2 <br />(E) CL 10.6 <br />(E) R/W <br />INSTALL 204 LF <br />8"SS ® S=0.0032 <br />10.9 <br />10.5 <br />11.0 <br />11.3 <br />11.3 <br />11.0 <br />INSTALL 5 LF <br />8" SS ® S=0.0032 <br />STA. 2+04, 4.8' LT <br />INSTALL SSMH <br />INV=2.30 - NdkfH 10.9 <br />INV=2.40 - WEST <br />SJCO STD DWG CW -S7 <br />1"=20' <br />- <br />S 2+25, 15.3' RT �/� <br />STA 2+48.6, 26.6' LT „1 <br />_COUSTRUGT_..(3AD )J.E-IYPE MH 'PER , <br />INSTALL CERTIFIED TEMPORARY REDUCED INV=2.3t 36"SD __....__.." ....... <br />. <br />PRESSURE BACKFLOW PREVENTION DEVICE INV=2.4f 8 S <br />DURING CONSTRUCTION 101��1 <br />-,2-w STAR ST STA 2+19 5= <br />9.1 � 9,8 9.9 <br />,93 11.49.o2 -- -- -- -- <br />s <br />\ DUAL 6"SS FORCE MAIN <br />\ \ I stir . \ (E) EP CURRENTLY UNDER CONSTRUCTION <br />\, 1 <br />N0. 61898 <br />EXP. 9/30/21 <br />N \ (E) R/W <br />8.o(E) R/W <br />N"g1 <br />W <br />K KJELDSEN <br />i" <br />$ <br />S I N N O C K <br />Post Office Box 844 <br />w <br />711 N. Pershing Avenue <br />09 <br />N <br />N E U D E C K <br />Stockton, CA 95201-0844 <br />Q <br />�0-08 <br />O <br />w <br />0 <br />a <br />INC. <br />Consulting Engineers <br />and Land Surveyors <br />Office: (209) 946-0268 <br />Faxes: (209) 946-0296 <br />E-mail: KSN®ksninc.com <br />10.0 <br />STA 2+47.3, 26.6 LT <br />CONNECT TO EXISTING <br />12" WATER LINE <br />8.1 8.3 9,4 <br />�► DE BROGGI RD. STA. 2+19.5 <br />.9 (N 2228885.69, E"6304749.45) 10.1 <br />- - - p -STAT 2-+26,- 6 -.3' -LT- <br />EX. SDMH-------- <br />-- -4N.V-991_=NORTH -- <br />INV=3.81 - WEST - - - - - <br />INV=3.81 - SOUTH <br />INV=2.16 - EAST <br />THE OFF-SITE ROUGH GRADING IS NOT INTENDED <br />TO BALANCE, THE CONTRACTOR IS RESPONSIBLE <br />FOR ANY IMPORT AND/OR OFF HAUL TO BALANCE <br />THE SITE. <br />SAN JOAQUIN COUNTY <br />THORNTON ROAD <br />FRONTAGE IMPROVEMENT PLANS <br />PLAN <br />9.4 9,4 9.4 <br />LEGEND <br />6" AC (TYPE A) OVER 8" AB <br />(CLASS 2) ON 12" COMPACTED <br />SUBGRADE TO 95% R.C. <br />Revisions Design Scale <br />No. Description Date By ApBry AMC <br />Drawn <br />1" = 20' <br />JDK Original Drawing Scale <br />Check 0 %" 1" <br />SKS Luiihiif <br />Date <br />4/10/08 <br />Sheet Number <br />5 Of 15 <br />Project File No. <br />1616-0000 <br />