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a <br />***CAUTION*** EXISTING GAS LINE <br />(CONTRACTOR TO DETERMINE ACTUAL <br />LOCATION PRIOR TO CONSTRUCTION) SAWCUT 5' FROM <br />CORNER <br />EXISTING <br />FLOODWALL::�, <br />FL REMAIN <br />PLAN VIEW <br />74 , <br />�� <br />EXISTING <br />RETAINING <br />," <br />WALL TO <br />REMAIN <br />EXISTING BRIDGE <br />ABUTMENT <br />a" <br />i2�21�3 <br />CONSTRUCTION NOTES: <br />(Z)SAWCUT, REMOVE, AND REPLACE EXISTING DAMAGED FLOODWALL (EXISTING FOOTING TO REMAIN) <br />®CONNECT NEW FLOODWALL TO EXISTING RETAINING WALL AT EXPANSION JOINT PER DETAILS 1 & 3 ON SHEET 3 <br />©CONNECT NEW FLOODWALL TO EXISTING FLOODWALL PER DETAIL 2 ON SHEET 3 <br />EXISTING DAMAGED FENCE POST TO BE REMOVED AND REPLACED PER CALTRANS STANDARD PLAN B11-47 <br />DOWEL NEW FLOODWALL TO EXISTING FLOODWALL/RETAINING WALL BY EMBEDDING WITH EPDXY <br />%" X 18" DOWEL 9" INTO EXISTING CONCRETE @ 12" O.C. <br />0 SAWCUT ALONG TOP OF EXISTING FOOTING <br />© EXISTING EXPANSION JOINT TO BE REMOVED AND REPLACED <br />E)SAWCUT VERTICALLY AS SHOWN <br />DAMAGED CABLE RAILING TO BE REMOVED AND REPLACED PER CALTRANS STANDARD DETAIL B1 1 —47 <br />JO RE —INSTALL EXISTING FENCE POST PER CALTRANS STANDARD DETAIL B1 1 —47 <br />EMBED AND GROUT VERTICAL #5 REBAR 12" INTO EXISTING FOOTING @12" O.C. <br />©CORE DRILL INTO EXISTING CONCRETE 1" BEYOND REQUIRED EMBED DEPTH AS INDICATED (TYPICAL) <br />0 CLEAR & GRUB AREA PRIOR TO CONSTRUCTION. APPLY EROSION CONTROL TO ALL <br />DISTURBED SURFACES AS DESCRIBED IN THE PROJECT SPECIFICATIONS <br />&N CONTRACTOR TO EXPOSE 5'± OF EXISTING FOOTING UNDER FLOODWALL FOR ENGINEER'S INSPECTION PRIOR <br />TO ANY DEMOLITION/CONSTRUCTION. BACKFILL AND COMPACT TO 95% PER CALTRANS STANDARDS <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY SCHEDULVNG,INSPECTING AND <br />TESTING OF ALL FACILITIES CONSTRUCTED UNDER THIS CONTRACT. ALL TESTING SHALL CONFORM <br />TO THE STANDARD SPECIFICATIONS. ALL RE —TESTING SHALL BE PAID BY THE CONTRACTOR <br />COUNTY OF SAN JOAQUIN I No SCALE <br />EXISTING RETAINING <br />WALL <br />EXISTING 14' <br />FLOODWALL C -B G <br />/ <br />- _-- --- ------------- - EXISTING BRIDGE <br />' / �� � ABUTMENT <br />E A <br />APPROXIMATE <br />EXISTING EXISTING 5'± FOOTING <br />GROUND PROFILE VIEW TO REMAIN <br />(SOUTHEAST) <br />LEGEND <br />J = EXCAVATION AREA <br />L _ _ <br />EXISTING WALL <br />= REPAIRED WALL SECTION <br />- = EXISTING GAS LINE <br />REPAIR PLAN <br />STAGING AREA <br />No construction equipment is <br />allowed on waterside of floodwall. <br />I BEAR CREEK <br />FLOODWALL REPAIR <br />Sheet No. <br />2 of 3 <br />DRAWN BY <br />DATE <br />G-ts <br />