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54 . 77 , 6 . 0 ' RT CONST TYPE 1 SDMH #5 85 . 98 , 39 . 99RT INLET TYPE OCP <br />RIM=44 . 8 ' RIM=44 . 5 ' <br />38 . 18 , 30 . 02 ' RT CONST TYPE 2 CB <br />16 . 69 , 24 . 09 ' LT CB #8 <br />RIM-44 . 4 ' <br />RIM=45 . 18 ' <br />OG I 46 <br />46 <br />I <br />44 FG ® CENTER LINE 44 LF-12" SD I <br />44 <br />S=0 . 0144LF_12 „SD F-12 SD <br />ATER LINE <br />S'O 02 <br />7 - 02 PROPOSED 8 <br />MIN COVER <br />42 3 <br />TYP) BLOW-OFF VALVE 42 <br />35 . 62 <br />INV=41 . 71 'INV=42 . 13 ' <br />40 INV=41 . 68 ' INV=40 . 80 'INV=41 . 71 '40 <br />36 INV=40 . 13 ' 36 <br />12" SD - EAST <br />34 INV=34 . 34 ' <br />34 <br />18 " SD-EAST & WEST <br />122+00 123+00 12 LF 18" SD ® S-0 . 05 124+00PROFILE125+00126+00127+00 <br />SCALE : HOR 1 "=20 ' <br />i0 SD INLET #1 , INV=42 . 20 <br />PIPE CONNECTION DETAIL <br />VER 1 "=2 ' <br />123+52 . 83 , 51 . 87 LT <br />12" SD INV=41 . 60 <br />0), RELOCATE GAS 123+60 . 19 , 40 . 41 LT 0 <br />o Gni VAULT BY PG&E SE T I UG TEL H GgTv122+73 . 22 , 27 . 76 L <br />EX R/WCONNECTTO ( E ) 8 " T Ry G 2" WATER VICE 162 LF ( N ) "W - S E NOT Q <br />ADJUST SDMH TO GRADE <br />A ION ) SHEAT $l-2 <br />E ) SD TO REMAIN <br />47 LF 18 SD ® S=0 . 005 <br />66 <br />14 LF 1 2 " S D@ S=0 . O 2 <br />CB #9 , 41 . 50 BLOW OFF VALVE <br />GH C <br />122+36 . 73 , 49 . 64 LT 8WW <br />4-+35-62 , 12 . 00 LT <br />REMOVE DI /PLUG PIPE 73 . 79 tS2"-LTI E <br />ADJUST SSMH TO GRADE <br />CB #8 , INV=41 . 68 x <br />ss <br />6 LOWER SACRAMENTO RD <br />122+16 . 69 , 24 . 09 LT <br />RELOCATE VAULT <br />LF 12"SD IPe"ss <br />BY PG&E J' <br />a <br />S=0 . 02 E) SD TO E <br />REMOVED <br />EX R/W 44 <br />SF <br />12 SD <br />y <br />0 . 0 121PSD <br />AC DITCH <br />SSD H #5 GP <br />v 0 Z- <br />CATG <br />INLET ( TYPE OCP ) <br />1> <br />C, PER CT STD PLAN D75B <br />123+85 . 98 , 39 . 99 RT , INV=42 . 13 <br />44 LF 1 2" SD ® S=0 . 01 EX R/W <br />ADJUST MH DIP <br />k pG TO GRADE BY SBCREMOVEDI <br />ul CB #12 , INV=41 . 71 <br />GO 123+38 . 18 , 30 . 02 RT <br />5 eG k <br />REMOVE INLET <br />S o NCONNECTEXIST8 " SID r,ccinn5 try <br />12 <br />9 PIPE TO CB #12 ha es rev <br />40 LF 1-& SD DIP <br />S=0 . 002 77 LF 1 2 " SD ® S=0 . 02 <br />I NV=34 . 41 ABANDON 2" WATER-\L I NE <br />ADJUST MH CB #10 , INV=41 . 22 PLAN DU-4 <br />TO GRADE BY SBC 122+51 . 55 , 32 . 04 RT SCALE : 1 "=20 ' <br />122+17 . 69 ,2 # <br />11 , INV28 . 19 N 8" WATER LATERAL W/VALVE122+1 7 . 69 , 28 . 19 RT N ) Q oFEssloNq <br />SEE NOTE 2 , SHEET DU-3 a S <br />N. Roc <br />36 LF 12" SD ® S . 02 Revision Descr;Ptim Date By <br />O"e I <br />BEFORE EXCAVATING No. B <br />CALL U.S.A. DIP MARK THOMAS & COMPANY, INC. DEPARTMENT OF PUBLIC WORKS <br />UNDERGROUND SERVICE ALERT ORIGINAL SCALE IN INCHES 7300 FOLSOM BOULEVARD, SUITE 203 Na. 35 70 <br />A <br />800-227-2600 FOR REDUCED PLAN <br />SACRAMENTO, CALIFORNIA 95826 <br />4KExp 9/30/05 SAN JOAQUIN COUNTY, CALIFORNIA <br />TOLL FREE <br />sis) 381-9100 <br />r CIVIL P <br />2 WORKING DAYS BEFORE ALL 0 1 2 3 9TF OF CA F <br />PLANNED WORK OPERATIONS <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE DRAINAGE AND LOWER SACRAMENTO ROAD IMPROVEMENTS SNO. SHEETS <br />T. NCUYEN 51004 COUNTY OF SAN JOAQUIN SCALE: 1 "-20 ' <br />A. ENGEL 5/ 0/04 C. ROCKWAY 5/ 0/04 o o¢ UTILITY PLANS TURNER ROAD TO WOODBRIDGE ROAD - PHASE 1 25 64 <br />FILE NAME DRAWER I SHEET' N0. ACAD REVISIONS DATE