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1"0 HOLE (G8 CHRISTY) CONCRETE TRAFFIC <br /> (TYP OF 2) BOX W/CAST IRON LID <br /> NEW GROUND TO SLOPE <br /> EE OETAILRE7��£BOX AWAY FROM WELL CONCRETE COLLAR <br /> F <br /> GP-17 I"(SEE NOTE 2.) 3000 P5I <br /> SAW CUT,�� • •: \\�- L�-r--6"--•-1 I 0 E ISHNCPAVEMENT PVC PISHALLFLUSHSCHE80 <br /> NEW STANDARD 12"CAST IRON VALVE COX I <br /> /j RING& TRAFFIC COVER MARKED "ANODE" <br /> 2"6 PVC VENT PIPE <br /> .; < LOOP ANODE CABLES / <br /> 2"SCH 80 PVC CONDUIT VENT ��// /X� <br /> PIPE W/SCREENED END CONCRETE MOUNTING PAD �p 6„ \�/\�/." 6"TYP <br /> PREMIXED SEE DETAlL �4 REBAR o °o° °� 12" <br /> NON-SHRINK 14 REBAR T-17 CENTERED <br /> GROUT N COLLAR n ° <br /> CONCRETE UNPAVED AREA o8" P <br /> COLLAR Q f I o <br /> 3000 PSI <br /> ° 1/16"PERFORATION (TYP) <br /> \\�%\�%%/. • \ \\%/\\'/ 28.75" 3.75"(TYP) <br /> SAND 3.75"(TYP) 25" <br /> 12" r <br /> 24"MIN #4 REBAR, _ / I 1/1 s"PERFORATION <br /> FORMED IN TO 25" / I (TYP) <br /> X 25"SQUARE& 46.75' <br /> 30"MIN + 120 DEGREES <br /> CENTERED IN SCAB - <br /> INSULATED BUSHING 5"THICKI '. ••' <br /> ANODE CABLES CONCRETE 25" <br /> MOUNTING PAD aeoOF O 28.75" <br /> (SEE NOTE I.) <br /> aPVC TAPE I TO NEW ANODE j I _ <br /> 4 JUNCTION JUNCTION BOX <br /> COKE BREEZE 5' f f"6 CAST IRON <br /> 0 3/4'x1-r/Z" U0, MARKED <br /> DRAIN ROCK 2"SCH 40 PVC CONOUfT ;ANODE" <br /> w w W/(2)JF AWG HALAR <br /> o HMWPE ANODE CABLES - s <br /> I"o HOLE <br /> j (TYP OF 2) ' •- NOTES,- <br /> o 1. PERFORATE ALL LENGTHS OF PIPE THAT WILL 6L <br /> v o 12'0 14 GAUGE STEEL COUPLING <br /> ANODE INSTALLATION WELL CASING (IF REQ'D (IF REQUIRED) SAW Cl SHALL 71E IN RUSH NSTALL£D fN COKE BREEZE. <br /> (TYP OF 2J TO EXISRNG PAVEMENT 2: GLUE PVC JOINTS AND SECURE W/(3) J° 10 <br /> U TO PREVENT HOLF PLAN VIEW <br /> SEE DETAIL , CAVE-IN} SELF-TAPPING SHEET METAL SCREWS. <br /> icP-171 , ti PREMIXED NON-SHRINK GROUT NOTES' 3. PERFORATION SHALL BE COMPLETED IN THE SHOP. <br /> 1. CONCRETE PAD SHALL HAVE A FINE HAIR LIGHT BROOM FINISH. NO FIELD PERFORATION SHALL BE ALLOWED. <br /> v 2. FOR THE INSTALLATION IN PAVEMENT THE PAD SHALL OF FLUSH WRN THE PAVEMENT. <br /> (2�NEW CONCRETE BOJ( �1 CONCRETE MOUNTING PAD �1 VENT PIPE l <br /> ANODE 12 w CP-17 NOT TO SCALE CP-17 NOT TO SCALE CP-17 NOT TO SCALE <br /> 2"SCH 80 - 110 AWG/HMWPE ANODE <br /> PLASTIC VENT PIPE TRASH GUARD CABLE(BLACK) STRANDED <br /> 5' SEE DETAIL SECTION COPPER <br /> —fir 7 <br /> EPDXY ENCAPSULATION <br /> SILVER SOLDERED <br /> 2"SCH 80 PVC f8 AWG/HALAR-HMWPE CONNEC170M <br /> VENT PIPE W/ - ANODE CABLE <br /> BOTTOM 29-FEET <br /> PERFORATED COKE BREEZE 60LB OR 3ZL8 MAGNESIUM INGOT <br /> SEE DETAIL ¢ p (TYPICAL f INGOT PER SUBMERGED 60 LB, ATAGNESIUM INGOT <br /> TRASH RACK SECTION) <br /> SEE DETAIL <br /> crP-r-77 32 L8� MAGNESIUM INGOT <br /> 84"LONG, 2.66" ANODE CENTRALIZER <br /> 63-POUND HIGH (TYP OF 3 ® 110 <br /> ANODE�I SILICON CAST IRON DEGREES) RING TERMINAL CONNECTOR <br /> ANODE(TYPE TA-3) 60" <br /> GALVANIZED STEEL CORE <br /> PVC CAP 5' 1 SELF-TAPPING SCREW <br /> TAPE ENOS OF ANODE #10 AWC HMWPE ANODE CABLE 3" <br /> CENTRALIZERS TO <br /> 12" 1 COVER LEADING METAL <br /> EDGE IN ORDER TO <br /> PREVENT RAMACING 316 U--BOLT& HARDWARE <br /> CABLE INSULATION (TYP OF 3} <br /> NOTE: OURINC INSTALLATION <br /> ROCKS, BOULDER, GRAVEL, DEBRIS, FTC MAY BE ENCOUNTERED -~�-"-4 <br /> DURING THE DRILLING OPERATION, THE CONTRACTOR SHALL BE NOTE. 60 LB. & 32 L8. MA GNESrUIy! INGOT <br /> PREPARED FGR ALL ADVERSE CONUMONS. NO AODDIONAL THE NUMBER OF THE ANODES FOR THE TRASH RACK STRUCTURE IS DETERMINED BY THE NUMBER OF SECTIONS <br /> CGVPENSA77ON WILL BE PROKOFO TO THE CONTRACTOR. OF THE TRASH WICK. ATTACH ONE (r)ANODE TO BOTTOM OF EACH SECTION OF THE TRASH RACK STRUCTURE. CP-l7 NOT TO SCALE DEPARTMENT OF MUNICIPAL UTILITIES <br /> CITY OF STOCKTON,CALIFORNIA <br /> NEW DEEP ANODE BED (5-�ANODE INS TALLA TION WET WELL TRASH GUARD - ANODE INSTALLATION -- <br /> CP-17 NOT TO SCALE CP-17 NOT TO SCALE CP--17 NOT TO SCALE FECOM.MENU o: <br /> ENGINEERING MANAGER <br /> ND. REVISIONS BY APP( f7ATt" CATHOWC PRIDUGFON IfLl�d'AMS 31UPS&FORCEMA 16 DESIGNED Uf�GER THE DIRECTION OF: <br /> 1 Qpgf[551 I <br /> iTUNICIPA4L.UTILITIES jdh corrosion 3-20-2018 y 4 <br /> I)EPAILThIENT C O A b U f L d A f 5, I A C. IJLI IJ Ul LJl1V LI LS�LL �)I]U L+J1WLll�zS�L� MOHAMME�ALI DATE CF-11 <br /> /�.II r.] 1 <br /> R.COR.E.EDC0.1035 RFGlSTR4TICN E%PlRE9®-3O-iP No.CR ID35 S' qp W L� <br /> MUD =SnD ,.;❑5, 1106 Willow Pass Court, <br /> 5lmkms,C:1 95mG DESIGN:TOH DATE:5-3-77 <br /> Pl=-11169)937-870D Concord, CA 94520 DRAWER:TDF DATE:5-3-77 'rl�cORRoelo 4 <br /> Tel. (925)927-6630 STOCKTON,CALIFORNIA MUNICIPAL UTILITIES DEPARTMENT °F�""� �J <br /> mUMISI}AL U7I��DPARTmIM C}iEC1(EG:MA PATE',s-3-y7 ��of ZO SI�I'a-::r., <br />