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22 , -9 „ <br />Abutment <br />Notes: <br />1 ) Backfill behind abutment not to be placed higher than BB EB <br />fill in front of abutment until superstructure is in 3 ' 0 "Abutment <br />place and falsework has been released . Backfill <br />m <br />6 '-0" <br />to be placed uniformily at both abutments . 211 <br />6 0 6 <br />2 ) Do not place Wingwall until Falsework is released . <br />1 1 ' -3" 1 ' -3 "Place parallel to <br />3 ) Northwest Trench Footing place ® 8 ' from WW LOL .000000 <br />main reinf . <br />0000 00 <br />0opt 00 <br />Abutment 1 foo <br />8 tot 3 <br />WW LOL = EOD Const Jt . <br />1 Main Slab <br />1 ' -0 typ WINGWALL ELEVATION Re i n f . <br />Not to Scale <br />5 ® 12 <br />I <br />7 <br />See note 3 )T N 4 12 <br />IoHorizontally & <br />I II Vertical I <br />cv I <br />4N <br />00 <br />aD <br />Place stirrups <br />SEE WATERSTOP DETAIL normal to 10 12 <br />10 ® 6 " inside face ,o Abutment . <br />LOCATION OF WATERSTOP For all other Reinf .BO-1 <br />0 <br />I "d- see L = 20 <br />07' <br />8 t o t <br />o <br />LS" Line <br />c <br />WINGWALL REINFORCEMENT <br />I <br />Not to Scale 0 <br />0Z 0 <br />I <br />Abut 1 = 111 +86 . 75 1 /8 x 12" Neoprene <br />r o <br />v <br />CE Abut 2 = 112+15 . 25 N j bonded 3" Min width on each <br />side of joint . <br />L r2 <br />ci Pile <br />Reinf . <br />qt <br />I <br />Trench Footing <br />00 <br />Limit of bonding 1 " Chamfer <br />s e e Sheet S-6 3" Min euiN ts uy — <br />t,x110 <br />ver*, <br />o <br />ink Thi rnawing Shrxl'1A e <br />d <br />n 7 (iin"'t7fUrsT'3ti c clw S{ <br />U' Fold neoprene <br />r into depression <br />WW LOL = EOD CL PC/PS Pile <br />62-5 <br />N11054 ' 17" E , typ <br />BO-1 <br />1 " Min <br />1 -5 ' <br />t y p ABUTMENT SECTION <br />Notes : <br />Protective cover <br />Scale 1 " = 1 ' <br />hardboard or other <br />Abutment 1 shown , abutment 2 similar . suitable material ) <br />00 <br />Indicates pile location . Z WATERSTOP DETAIL S-4 <br />Apply Waterstop to Both Lower Sacramento Road, Bridge 29C- 190 Replacement Across WID Canal <br />sides , Front & Back . <br />FOUNDATION PLAN <br />QROfESS/ <br />0H <br />Appr <br />BEFORE EXCAVATING Scale 3/8" = 1 0 ' <br />Rem Descrtiyotion Date By w <br />CALL U.S.A. <br />B MARK THOMAS & COMPANY, INC. y Po-KAN CHEN Z DEPARTMENT OF PUBLIC WORKS <br />7300 FOLSOM BOULEVARD SUITE 203 w No. S 112 m <br />UNDERGROUND SERVICE ALERT ORIGINAL SCALE IN INCHES <br />SACRAMENTO, CALIFORNIA 95826 9/30/05 SAN JOAQUIN COUNTY, CALIFORNIA <br />800-227-2600 FOR REDUCED PLAN <br />TOLL FREE PLANS ACCEP TO WOODBRIDGE IRRIGATION DISTRICT1 [ 11111111111111 <br />916) 381-9100 Exp . <br />2 WORKING DAYS BEFORE ALL srRucruf <br />11 0 0 1 2 3 <br />sTq <br />PLANNED WORK OPERATIONS <br />a cnuFPANDERiScHRISrTENSEN, MANAGER DA <br />DRAWN BY DATE <br />SHEET TOTAL <br />PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE LOWER SACRAMENTO ROAD IMPROVEMENTS NO. SHEETS <br />C. B ko stoo4 <br />R. TRICUEROS s/o/o C. ROCKWAY s/10/a <br />COUNTY OF SAN JOAQUIN SCALE: AS NOTED ABUTMENT DETAILS <br />TURNER ROAD TO WOODBRIDGE ROAD — PHASE 1 43 64 <br />71 -53006 <br />id, Sf <br />FILE NAME DRAWER I SHEET NO. ACAD 77 REVISIONS DATE