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BB 55'-0" # EB <br />Measured along C Munford Ave <br />16'-6" ± 22'-0" ± 16'-6" ± <br />r LJ Ll u u u a Abut 4 <br />Abut 1 D Bent 2 Bent 3 <br />Approx <br />Note: � FG <br />Not all Piles are shown for clarity <br />Datum Elev. 0.00 ft <br />31+00 <br />ELEVATION <br />1" = 10' <br />S0, <br />�'xs�f <br />11` <br />0 ^} �iof �° ° Top of f i III <br />fill Toe of <br />Top of fill 1 \ fill <br />\ ;\ 1\ 0010.. <br />\ \\ <br />To Frontage Rd BB 31+30 \•'\ 3A� \ 4 �\ EE <br />Elev 30.20 \,;\ S�`ew \ \\ <br />El <br />"MUN" Line \ .\ \ MUNFORD AVE \, <br />31+00 N 72008'27" E <br />3 <br />: <br />C01'��' AS GUILTS W'� F, fi�'•1...� <br />PKWY <br />FCO-O!R�V,R,�' <br />TIO <br />IONS BY:151GNATURE) <br />T <br />31+1 <br />ev 30. <br />!Z!2>� l .117GTt17LT}'Y_7-LT 171 T7fIT�/17ZT1�7. <br />1'L <br />Top of f i l lToe of fill -A <br />Toe of f i I I ° <br />0 ,-pP o <br />0 <br />1 „ P O' <br />PLAN <br />V. = 10' <br />i <br />32+00 - <br />0 <br />To Mariposa Rd <br />N <br />0 <br />i lLIT1_TL7 OI <br />Top of fill <br />ti <br />1' <br />OQoijo <br />- - Existing structure. <br />New structure. <br />JDenotes limits of removal of existing <br />barrier and upper 3' of wing wall. <br />Bridge removal (Portion), LOCATION K. <br />�E 100 Year HW Elev = 26.1 ft <br />For Hydrologic summary, see <br />"FOUNDATION PLAN" sheet. <br />��► Indicates direction of flow. <br />DIST COUNTY ROUTE POST MILES SHEET TOTAL <br />TOTAL PROJECT No. SHEET`. <br />10 1 SJ 1 4,99 R19.5/R20.1, 1217 1414 <br />11-04-11 'OFESSIG <br />REGISTERED CIVIL ENGINEER DATE sae N4� <br />c <br />Chris V. Udarbe i <br />3-26-12 No. C62985 <br />PLANS APPROVAL DATE <br />* Kp 06-30-2012 <br />The State of California or its officers or agents s CIVIL <br />shall not be responsible for the accuracy or TgTf OF CALIV <br />coWlefeness of electronic copies of this plan sheet. <br />NOTE: <br />I <br />C Existing -i <br />11 Construction specified between April 15 <br />J <br />D_ <br />THE CONTRACTOR SHALL VERIFY ALL <br />Munford Ave <br />and October 1. <br />46'-111/2" ± <br />CONTROLLING FIELD DIMENSIONS <br />7'-21/4" <br />32'-7" ± 7'-21/4" <br />a <br />Widen <br />1 Widen <br />ADDENDUM No. 3 DATED <br />SEPTEMBER <br />13, 2012 <br />1 '-5Y,I" <br />10'-0" <br />12'-0" min i 12'-0" min 10'-0" <br />1 '-S�a <br />t 6 lb <br />i <br />DESIGN <br />BY <br />R. Coria <br />CHECKED <br />Phuong M. Vu <br />NO CHANGES. <br />STATE OF <br />DIVISION OF ENGINEERING SERVICES <br />1 <br />Min <br />i <br />Min <br />BY <br />CHECKED <br />2 <br />CHECKED <br />CALIFORNIA <br />STRUCTURE DESIGN <br />5 6 PG 4 <br />2 <br />POST MILE <br />0.3 mi East <br />L� <br />II <br />GENERAL PLAN w <br />a <br />Gary Joe <br />9 <br />DESIGN BRANCH 1 7 <br />DESIGN ENGINEER <br />9 <br />ORIGINAL SCALE IN INCHES <br />FOR REDUCED PLANS a <br />UNIT: <br />1 2 } PROJECT <br />3586 <br />NUMBER & PHASE: 10000004091 <br />CONTRACT NO.: <br />-2% -2% <br />FEvlslCn -- SHEET OF <br />STRUCTURES DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.09-01 -10) <br />Minimum Soffit <br />FILE -> 29c-0377-a-9p.add <br />Elevation 28.7' <br />- - - ----- - - - - - - - ---------- <br />i i i i <br />i i I I <br />Slab, typ <br />Approx <br />channel <br />bottom <br />I I <br />i I I <br />16" <br />CISS Piles <br />TYPICAL SECTION Extensions <br />1 ' = 5' <br />Notes: <br />1O <br />Remove Existing Metal Beam <br />Guard Rail <br />QUANTITIES <br />2O <br />Concrete Barrier, Type 736 <br />REMOVE ASPHALT CONCRETE SURFACING <br />1,792 <br />SOFT <br />3 <br />MBGR "ROAD PLANS" <br />PREPARE CONCRETE BRIDGE DECK SURFACE <br />2,420 <br />SOFT <br />O <br />see <br />BRIDGE REMOVAL (PORTION), LOCATION K <br />LUMP SUM <br />® <br />Temporary Railing, Type K. <br />STRUCTURE EXCAVATION (BRIDGE) <br />52 <br />CY <br />STRUCTURE BACKFILL (BRIDGE) <br />29 <br />CY <br />Existing 2"t AC overlay to <br />be removed. <br />FURNISH 16" CAST -IN -STEEL SHELL CONCRETE PILING <br />330 <br />LF <br />DRIVE 16" CAST -IN -STEEL SHELL CONCRETE PILE <br />8 <br />EA <br />© <br />Y4" polyester concrete overlay. <br />STRUCTURAL CONCRETE, BRIDGE <br />102 <br />CY <br />DRILL AND BOND DOWEL <br />"-LF <br />�7 <br />Paint "MUNFORD AVE BRIDGE". <br />FURNISH POLYESTER CONCRETE OVERLAY <br />162 <br />CF <br />PLACE POLYESTER CONCRETE OVERLAY <br />2,420 <br />SOFT <br />® <br />Paint "Br No 29C-0377". <br />BAR REINFORCING STEEL (BRIDGE) <br />14,639 <br />LB <br />CONCRETE BARRIER (TYPE 736) <br />169 <br />LF <br />0 <br />Match existing grade and cross slope. <br />PUBLIC SAFETY PLAN <br />0.5 <br />LS <br />0 <br />O <br />For General Notes and Pile <br />"GENERAL <br />Data Table, <br />1�t'�k } ' b �� {�Z►vCL"'r`�ti� / <br />I� <br />CY <br />see NOTES" sheet. <br />I1�CiV�U(� <br />NOTE: <br />11 Construction specified between April 15 <br />J <br />D_ <br />THE CONTRACTOR SHALL VERIFY ALL <br />and October 1. <br />CONTROLLING FIELD DIMENSIONS <br />a <br />BEFOREORDAELING OR FABRICATING <br />REVISED PER <br />ADDENDUM No. 3 DATED <br />SEPTEMBER <br />13, 2012 <br />ANY <br />SOUTH STOCKTON WIDENING <br />DESIGN <br />BY <br />R. Coria <br />CHECKED <br />Phuong M. Vu <br />LOAD & RESISTANCE LIVE LOADING: PERM T DLOW-BOY": <br />FACTOR DESIGN PERMIT DESIGN VEHICLE <br />STATE OF <br />DIVISION OF ENGINEERING SERVICES <br />BRIDGE NO. <br />v <br />M U N F O R D A V E BRIDGE (WIDEN) N <br />BY <br />CHECKED <br />BY <br />CHECKED <br />CALIFORNIA <br />STRUCTURE DESIGN <br />29C-0377 <br />POST MILE <br />0.3 mi East <br />II <br />GENERAL PLAN w <br />a <br />Gary Joe <br />DETAILS L. Wan R. Coria LAYOUT R. Coria C. Udarbe <br />BY CHECKED BY PLAN- AND SPECS <br />QUANTITIES R. Coria PhuongM. Vu SPECIFICATIONS V. Renganothan C V. ReD DEPARTMENT OF TRANSPORTATION99 <br />DESIGN BRANCH 1 7 <br />DESIGN ENGINEER <br />ORIGINAL SCALE IN INCHES <br />FOR REDUCED PLANS a <br />UNIT: <br />1 2 } PROJECT <br />3586 <br />NUMBER & PHASE: 10000004091 <br />CONTRACT NO.: <br />10-3A1001 <br />DISREGARD PRINTS BEARING <br />EARLIER REVISION DATES <br />FEvlslCn -- SHEET OF <br />STRUCTURES DESIGN GENERAL PLAN SHEET (ENGLISH) (REV.09-01 -10) <br />FILE -> 29c-0377-a-9p.add <br />