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---------------------------- INSTALL N=D)PR!,NE. COMPRESSION SEAL I EXISTING UZI TA N[ 4G 'WA: 1, I I v 4" --1/' U0AVFER TYP NEW FLOODWALL #5 E L INSTALL. ILK W/ II ICGm FAH It? 'F WALL 3" CLR L--------- ---- :-YI' EX. RETAINING WALL TO NEW FLOODWALL CONNECTION DETAIL GENERAL NOTES: REINFORCED CONCRETE f'c = 3,600 psi fy = 60,000 psi FABRICATION THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIALS. CORED & DRILLED HOLES LOCATIONS OF CORED & DRILLED HOLES SHOWN ARE APPROXIMATE. PRIOR TO PLACING HOLES IN CONCRETE, THE CONTRACTOR SHALL LOCATE ALL REINF STEEL AND ADJUST THE LOCATION OF HOLES TO CLEAR ALL REINF BARS. FINAL HOLE LOCATIONS ARE SUBJECT TO THE APPROVAL OF THE ENGINEER. EXISTING FACILITIES THE CONTRACTOR SHALL PROTECT FROM DAMAGE, UTILITY AND OTHER FACILITIES THAT ARE TO REMAIN IN PLACE, BE RESET, BE ADJUSTED, BE INSTALLED, OR OTHERWISE REARRANGED. UTILITIES PRIOR TO PERFORMING ANY EXCAVATION OR OTHER WORK CLOSE TO ANY UNDERGROUND PIPELINE, CONDUIT, DUCTS, WIRE, STRUCTURE, OR ANY OTHER UTILITY, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND USA —NORTHERN CALIFORNIA (1—800-642-2444), AND SHALL VERIFY .THE LOCATION OF ANY SUCH UTILITIES. CONSTRUCTION ACCESS AND STAGING CONTRACTOR TO ACCESS THE SITE VIA THE EXISTING ACCESS ROAD, OFF THE FRONTAGE ROAD NORTH OF E EIGHT MILE ROAD, ALONG THE SOUTH BANK OF BEAR CREEK. STAGING AREA SHALL BE BOUND BY E EIGHT MILE ROAD TO THE SOUTH; THE EXISTING ACCESS ROAD TO THE NORTH; FRONTAGE ROAD TO THE EAST; AND BY THE EXISTING FLOODWALL ON THE WEST. CONSTRUCTION PERMITS CONTRACTOR WILL BE REQUIRED TO ACQUIRE AN ENCROACHMENT PERMIT FROM CITY OF STOCKTON. INCH S i USE LXt ANSION JUN. A' =~O\NLCIO*i GL RCTrtI%lNC� WALL: Q NLW ON kXtSTING I i 14)f;l)WP,I I , I 7. F'f?fJul } DOWELS T TERMINA?iON CF ALL WALLS 'WHERE DNRECTEC BY DIE=NC',,CER. 3 ALL DETAill 5 F'FR .:A1.T12AMS S441iAaf' 1'.Ald$ I S-ALl APP Y EX„EPT WH G.QT= OT ,E41s; . ---------------------------------------- i i ------------------------------- EXISTING RkIAIPi NG WAL- I -- EXISTING FLOODWALL NEW FLOODWALL r--------- #5 @ 12" — a BOTH WAYS H +o c O O --- _ _ C - i _ -I L E a u u I � Z o �O FLLJ +i 0 N L K EXISTING FOOTING 0oa CL x ~ w REMAIN _'Iw EX. FLOODWALL TO NEW FLOODWALL CONNECTION DETAIL NTS EX. EXPANSION JOINT TO BE REPLACED PER DETAIL 1, THIS SHEET ---� NEW FLOODWALL i 5/8" DOWEL A_. EACH HCRiz EXPR04SION JO.N' BhR IN WA-L, -Y-- BS ® 12" 1// BOTH wA"� I I — FE 1 3 _4 I L E u u u z z z I Q r r L K L Uoe S I _ � x O ----------------------------------------------------------------- I � � I � I I � I i I EX. RETAINING WALL TO NEW FLOODWALL CONNECTION DETAIL NTS COUNTY OF SAN JOAQUIN I No SCALE r DRAWC BY I DATE P�OJECT� N R DATE CHECKED DATE _Amt�� .lj.ts 6-i� •�3 ��. .� 6-29-al LEGEND EXCAVATION AREA ---------- = EXISTING WALL = REPAIRED WALL SECTION = EXISTING GAS LINE UVIAVVING Ct� i2(zJ�3 LAYOUT LINE ,/-TF1li*gl0{ALL MATCH EXISTING ELEVATION 6� � 314" CHAMFER TYP PLACE 3" CLR MIN 9" BATTER 1:12 J COVER APPROXIMATE EXISTING100 GROUND _.___..._ +o EAR WATER 45 �' o SURFACE BOTH WAYS ELEVATION o F z w -H Om� Ow X �w N W EX. FOOTING TO NEW FLOODWALL CONNECTION DETAIL NTS REPAIR PLAN I BEAR CREEK FLOODWALL REPAIR Sheet No. 3 of 3