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1"0 HDCE (G8 CHRISTY) CONCRETE TRAFFIC <br /> {TyP OF 2) BOX W/CAST IRON LID <br /> NEW CONCRETE BOX GROUND TO SCOPE - <br /> AWAY FROM WELL CONCRETE COLLAR <br /> SEE DETarL� ' <br /> �p t� I"(SEE NOTE 2.) 3060 PSI <br /> 270 KH <br /> EXfSTINGHALL PAVEMENT SAW CUT, RE INFLUSH PUC PI E80 <br /> 0 <br /> \ \j NEW STANDARD 12"CAST IRON VALVE BOX L II1' <br /> RING& TRAFFIC COVER MARKED ;ANODE' � I <br /> \ LOOP ANODE CABLES <br /> 2"0 PVC VENT PIPE ✓� / / i , - <br /> •- 2"SCH 80 PVC CONDUIT VENT <br /> CONCRETE MOUNTING PAD6"TYP <br /> / '/j/://j//\//\� a 5 •••" \//\//\ <br /> PIPE W SCREENED END <br /> PREMIXED SEE DETAIL1=S IL, REBAR <br /> NON-SHRINK4 REBAR cr-I-7i CENTERED y 4 <br /> GROUT 1N COLLAR o <br /> 11' CONCRETE UNPAVED AREA q cbga v 8" TYP <br /> 3000 PSI 13" o <br /> --fj i/f6'PERFORATION (TYP) <br /> // /\\// 2$.75" 7.75"(TYP) <br /> SAND �`1 <br /> 3.75"(IYP) 25° <br /> 'v <br /> 24"MIN �. 14 REBAR, _�� I/I6"P6^FOl2fiI�'OV <br /> 5' 11" �I FORMED IN TO 25" (TYP) <br /> 30"MIN X 25"SQUARE& , 46.75", 120 DEGREES <br /> CENTERED IN SLAB <br /> INSULATED BUSHING 5"THICK <br /> ANODE CABLES CONCRETE 25" <br /> MOUNTING PAD ANODE (D '• <br /> (SEE NDrE r. •�• <br /> 28.75" <br /> 1 <br /> PVC TAPE TO NEk ANODE <br /> w - r JUNCTfQN 80X 1 <br /> COKE BREEZE 5' o I T"0 CAST IRON <br /> 0 3/4 xi-f/2" LID, MARKED ' <br /> c� DRAIN ROCK 2"SCH 40 PVC CONDVI7 <br /> o W/(2)J8 AWG HALAR "ANODE' T• <br /> o NMWPE ANODE CABLES <br /> z 1'0 HOLE <br /> (TYP OF 2) NOTES, <br /> v o 12"0 14 GAUGE STEEL COUPLING L PERFORATE ALL LENGTHS OF PIPE THAT WILL 8E <br /> ANODE IN, r" WELL CASING (IF REOb (1F REQUIRED) SAW CUT, SHALL RE IN FLUSH INSTALLED IN COKE BREEZE. <br /> (TYP OF 2) TO PREVENT HOLE PLAN VIEW TO EXISTING PAVEMENT' P. GLUE PVC JOINTS AND SECURE W/(3) J"'-i0 <br /> SEE DETAIL Q w CA VE <br /> SELF TAPPING SHEET METAL SCREWS. <br /> c—pvl—�I w PREMfXEO NDN-SHRINK GROUT NOTES: J. PERFORATION SHALL BE COMPLETED IN THE SHOP. <br /> 1. CONCRETE PAD SHALL HAVE A EINE HAIR LIGHT BROGM FINISH. NO f7aO PERFORATION SHALL RE ALLOWED, <br /> 4 2, FOR THE INSTALLATION IN PAVEMENT THE PAD SHALL BE FLUSH WITH THE PAVEMENT. <br /> NEW CONCRETE BOX 31 CONCRETE MOUNTING PAD _......__.. _. Lj� VENT PIPE <br /> ANODE 12 N CP-17 NOT TO SCALE CP-17 NOT TO SCALE CP-17 NOT TO SCALE <br /> 2"SCH 60 ;10 AWG/NMWPE ANODE <br /> PLASTIC VENT PIPE TRASH GUARD CABLE(BLACK) STRANDED <br /> 5, SEE DETAIL{?4: SECTION COPPER <br /> CCAVf7 <br /> EPDXY ENCAPSULATION <br /> 2"SCH BO PVC 16 AWG/HAL4R-NMWPE SILVER SOLDERED <br /> CONNECTION <br /> VENT PIPE it/ ANODE CABLE <br /> BOTTOM 29-FEET <br /> PERFORATED COKE BREEZE 60LB OR 32L8 MAGNESIUM INGOT <br /> SLE DETAIL�4 © (TYPICAL 1 INGOT PER SUBMERGED <br /> IP-17 TRASH RACK SECTION) 60 LB. MAGNESIUM INGOT <br /> SEE DETAIL <br /> 84"LONG, 2.66°0 ANODE CENTRALIZER ca 17 32 LB. MAGNESIUM INGOT 45 <br /> 63-POUND HfGH (TYP OF 3 ® 120 <br /> ANODE 11 SILICON CAST IRON DEGREES) RING TERMINAL CONNECTOR <br /> AN 60" <br /> ODE (TYPE TA-3} <br /> GALVANIZED STEEL CORE <br /> PVC CAP5' SELF TAPPING SCREW <br /> TAPE ENDS OF ANODE17 <br /> J10 AWG HMWPE ANODE GABLE 3" <br /> CENTRALIZERS TO --1 <br /> I 12" COVER LEADING METAL <br /> EOGE IN ORDER TO <br /> PREVENT DAMAGING 316 U-BOLT& HARDWARE <br /> CABLE INSULATION TYP OF 3) <br /> NOTE: DURING INSTALLATION <br /> I ROCKS, BOULDER, GRAVEL, DEBRIS, ETC MAY BE ENCOUNTERED 4" <br /> j DURING THE DRILLING GPERATION. THE CONTRACTOR SHAEL BE NOTE: 60 L8, & 32 L8. MAGNESIUM INGOT <br /> PREPARED FOR ALL ADVERSE CONDITIONS, NO AOOITIQNAL_ THE NUMBER OF THE ANODES FOR THE TRASH RACK STRUCTURE IS DETERMINED BY THE NUMBER OF SECTIONS <br /> COMPENSATION WILL BE PROWOED TO THE CONTRACTOR, OF THE TRASH RACK, ATTACH ONE(1)ANODE TO BOTTOM OF WH SECTION OF THE TRASH RACK STRUCTURE. CP-17 NOT TO SCALE <br /> DEPARTMENT OF MUNICIPAL urIL1TIEs <br /> CIM OF STOCKTON,CALIFORNIA <br /> NEW DEEP ANODE BED nANODE INSTALLATION r6--'� WET WELL TRASH GUARD - ANODE INSTALLATION <br /> CP-11 NOT TO SCALE CP-117 NOT TO SCALE CP-17 NOT TO SCALE _J7 <br /> urccf"MeNoeo: <br /> ENGINEERING M4NAG�:R <br /> NO, REVISIONS BY APP I`AT E. DESIGNED UND=R THE Di RECTION DF: sHEE-T <br /> Gll�'6�q@OC PROTECTlq�1 ���G�9RS SiIUP��c�gRCE�Ii�NN� Y�If55, <br /> MUNICIPAL UTILITIES jdh corrosion ■/�,h u®p����Ir II I1 ]_�In11f ff55 (I T �j{f �T1i C 3-20-2018 V� L <br /> WallDHPATt1'\Il"s�iT S O A 5 V I Y 8 a L S, I R C. _ _ CATHNIDO M NLJ7El`J IJ!I tl Rd I1[lam. �[fs��ff[ISS � R.CGRZ ECALI <br /> ��� L• f' ' I R.COR.E.No.CR 1035 REGIETR4T10N E%PIRE58-3418 a No�CA 1Q35 <br /> '-500 `^`r°�"° 1100 Willow Pass Court, *Ead .ra•5�I5* <br /> Slo ...CA 45206 <br /> DESIGN-TDH DATE'5-3-17 <br /> Pf,onr a X37-0(ID Concord, CA 94520 <br /> !"� DRAWN:TDR DATE'5-3-1'i 0}'CAUL <br /> Muxiaruunmrsevur Nr Tel. (925)927-6630 STOCNTON,CALIFORNIA VfUNICIPA[ LITILITFS pFPAR7ME3VT cHecK:n',MA DATE 5-3-ci 17 or2Q sl E rs <br /> 0._l <br />