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1"0 HOLE (68 CHRfSTY) CONCRETE TRAFFIC <br /> (TYP OF 2) BOX W/CAST IRON [fl? <br /> NEW CONCRETE BOX GROUND TO SLOFF <br /> SEE DETAfL� AVIAY FROM WELL CONCRETE COLLAR <br /> cP-rr 1 (SEE NOTE 2.) 3060 Psf <br /> SAW CUT,��j\ .• �\\;- �—6"--� SHALL 2'0 SCH 86 <br /> TO EXISTINGPAVEMENT FLUSH PVC IPE <br /> ,��: •%�j��� NEW STANDARD 12"CAST IRON VALVE BOX L <br /> RING& TRAFFIC COVER MARKED 'MODE" <br /> \ ! LOOP ANDDF CABLES <br /> 2"0 PVC VENT PIPE <br /> .' 2"SCH 80 PVC CONDUIT VENT CONCRETE MOUNTING PAD B TYP <br /> / <br /> PIPE W SCREENED END <br /> PREMIXED SEE DETAIL(( �4 REBAR °o° 0 6" 12' <br /> NON-SHRINK4 REBAR =LPvt—�� CENTERED o <br /> GROUT N COLLAR <br /> CONCRETE UNPAVED AREA <br /> 71' COLLAR <br /> 3000 PSI - ooS F�I7"—+-� o �..� 1/16"PERFORATION (YP) <br /> //// PROFILE VIEW <br /> 28.75" J.75"(TYP) <br /> SAND �`I <br /> 3.75"(NP) 25" <br /> 12" r <br /> W� 24"MIN <br /> 4 REBAR, s 1/16"PERFORATION <br /> FORMED IN TO 25" fYP <br /> ., <br /> ( ) <br /> SI X 25"SQUARE& J6.75" <br /> 120 DEGREES <br /> 3D°MIN CENTERED W SLAB <br /> INSULATED BUSHING 5"THICK <br /> ANODE CA8LE5 CONCRETE 25° <br /> MOUNTING PAD NyppE p <br /> {SEE NOTE 1.) 28.75" <br /> PVC TAPE TO NEW ANODE <br /> w I NOTION&OX I <br /> COKE BREEZE 5' ';.• f1'"0 CAST IRON ' <br /> d 3/4'xI-T/2' 0, MARKED <br /> c� DRAIN ROCK 2"SCH 40 PVC CONDUIT <br /> o V1/(2)J8 AWO HALAR 'ANODE" — <br /> z z HMWPE ANODE CABLES <br /> 1"0 HOLE <br /> (YP OF 2) ' NOTES, <br /> 0 12"0 14 GAUGE STEEL COUPLING 1. PERFORATE ALL LENGTHS DF PIPE THAT WILL BE <br /> .ANODE 1NSTALLARON WELL CASING (1F RFQ'O (IF REQUIRED) - SAW CUT SHALL RE 1N RUSH INSTALLED W COKE BREEZE. <br /> (TYP OF 2) TO PREVENT"HOLETO EXISTING PAVEMENT- - 2. GLUE PVC JOINTS AND SECURE W/(3) $"--IO <br /> SEE DETAIL 5 CAVE-fN) PLAN VIEW SELF-TAPPING SHEET METAL SCREWS. <br /> I PREMIXED NON-SHRINK GROUT NOTES: 3. PERFORAAON SHALL BE COMPLETED IN THE SHOP. <br /> C 1. CONCRETE PAD SHALL HAVE A FINE HAIR LIGHT BROOM FINISH. NO FIELD PERFORATION SHALL BE ALLOWED. <br /> W 2. FOR THE INSTALLATION IN PAVEMENT, THE PAD SHALL BE FLUSH WITH THE PAVEMENT. <br /> q �1 NEW CONCRETE BOX _ r31 CONCRETE MOUNTING PAD (-41 VENT PIPE <br /> ANODE f2 <br /> CP-17 NOT TO SCALE CP-17 NOT TO SCALE CP-17 NOT TO SCALE <br /> 2"SCH 80 X10 AWG/HMWPE ANODE <br /> PLASTIC VENT PIPE TRASH GUARD CABLE(BLACK) STRANDED <br /> I <br /> 5' <br /> SEE DETAIL � SECTION COPPER <br /> 1 <br /> CP-17 <br /> v EPDXY ENCAPSULA17ON <br /> SILVER SOLDERED <br /> j 2°SCH 60 PVC ;6 AWG/HALAR-HMWPE CONNECTION <br /> VENT PIPE W/ ANODE CABLE <br /> BOTTOM 29-FEET <br /> PERFORATED COKE BREEZE 60iB OR J2LB MAGNESIUM INGOT <br /> SEE DETAIL O TSH RACK SO <br /> SUBMERGED 60 LB. MAGNESIUM INGOT <br /> LL-t7 <br /> SEE DETAIL 7 <br /> cP-v 32 LB MAGNESIUM INGOT <br /> 64"LONG, 2 66"0 ANODE CENTRALIZER 45" <br /> 63-POUND NIGH (TYP OF 3 @ 120 <br /> RING TERMINAL CONNECTOR <br /> ANODE f'7 SILICON CAST IRON DEGREES) <br /> ANODE(TYPE TA-3) 60" <br /> GALVANIZED STEEL CORE <br /> PVC CAP 5' SELF-TAPPING SCREW <br /> TAPE ENDS OF ANODE //f0 AWG HMWPE ANODE CABLE <br /> CENTRALIZERS TO 3" tb- <br /> --4 72" I-- COVER LEADING METAL <br /> EDGE IN ORDER TO <br /> PREVENT DAMAGING <br /> CABLE INSULATION rTYP 316 U-BOLT&HARDWARE NOTE: DURING INSTALLATION OF 3) <br /> ROCKS, BOULOER, GRAVEL, DEBRIS, ETC MAY BE ENCOUNTERED 4" <br /> DURING THE DRrLLINO OPERAnUN. THE CONTRACTOR SHALL BE NOTE. 60 LB. & 32 LB. MAGNESIUM INGOT <br /> PREPARED FOR ALL ADVERSE CONDIPONS, NO ADDITIONAL. THE NUMBER OF THE ANODES FOR THE TRASH RACK STRUCTURE IS DETERMINED BY THE NUMBER OF SECTIONS <br /> COMPENSATION WILL BE PROVIDED TO THE CONTRACTOR, OF THE TRASH RACK. ATTACH ONE(1)ANODE TO BOTTOM OF EACH SECTION OF THE TRASH RACK STRUCTURE, CPQ NOT TO SCALE DEPARTMENT OF MUNICIPAL UTILITIES <br /> NEW DEEP ANODE BED ANODE INSTALLATION WET WELL TRASH GUARD - ANODE' INSTALLATION CITY OF STOCKTON,CALIFORNIA <br /> CP-17 NOT TO SCALE CP-T7 NOT TO SCALE CP-17 NOT TO SCALE RECOMMENDED: <br /> ENGINEERING MANAGER <br /> NO. REVISIONG BY APP DATE CATHODIC PROTECIIOM REPAIRS SUIrPS Fc FORCEMAMS DESIGNED UNDER THE DIRECTION OF, SHEET <br /> � 1117NTCIP_hD UTILITIES <br /> 1 jdh COff08,on - 3-20-2018 <br /> DDT'ACtTL1iL�IT o n s u E t a n t s, I n c. Iq�g_�5[,J}}ryI�I I'rtn' 1111{�l�I[III(���, 5r r I/I�_ISI II7i Ir I��1{�I ` I IIS'1 � � f <br /> IU IY'.1 Il Il if`)LJ LIC P[Il0 TEP,IJ li 0 1111 I)FTrll�I ILS IJ MOHAMMED CLI DATE ,'? •^•, D r.. <br /> BUD — ...__—. l I) R.CORE.No.CR X035 REGI57Ra710N EXPIRES ao-ig a Ha CR 5085 <br /> 3 k—.C 952 1100 Willow Poss Coin}, .�w.+,""an mg� <br /> j—:In,C.�95205 DESIGN:TDN DATE:5-3-17 <br /> Phenc:(:o�o3T-8700 Concord, CA 94520 DRAWN:TDH DATE:5-3-'17 �°ORgost°�ak< <br /> MVNICVM NLIITIfS D WrRTMiM <br /> Tal. (925)927-6630 STOCKTON,CALIFORNIA MUNICIPAL UTILITIES DEPARTMENT �cn�A <br /> CHECKED;MA DATE:5-3-17 O� SHEETS <br />