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r"m HOLE (G8 CHRISTY) CONCRETE TRAFFIC <br /> {TYP OF 2) BOX W/CAST IRON CLQ <br /> NEW CONCRETE BOX GROUND TO SLOPE <br /> SEE CONCRETE <br /> � AWAY FROM WELL CONCRETE COLLAR <br /> ck P2 2 17 1"(SEE NOTE 2.) 3000 PSI <br /> SAW OUT, SHALL 71E fN FLUSH 2"0 SCH 80 <br /> t � •\\-i �\/� NEW STANDARD 12"CAST IRON VALVE BOX I I TO EXISTING PAVEMEW PVC PIPE <br /> /j RING& TRAFFIC COVER MARKED ANODE" <br /> \ <br /> 2'0 PVC VENT PIPE LOOP ANODE CABLES <br /> �'� ' /; <br /> 2 �/\�/\�/\/\� .a. • -. i \\/\\/\ <br /> "SCH 30 PVC CONDUIT VENT •/%/f�//��i\/ �fj\//\ <br /> / CGNCRETE MOUNTING PAU <br /> PIPE W/SCREENED END �•'•. .,;cP, 6" 6"TYP <br /> PREMIXED SEF DETAIL \ 4 RE$4R o od oa i2" <br /> NON-SHRINK af4 REBAR CP-;77I CENTERED o II <br /> GROUT N COLVR o hull <br /> T1' CONCRETE UNPAVED AREA o cb$� VIP <br /> 0 <br /> COLLAR Q �o <br /> 3005 PSI 6° cOOV 1J" o � 1/16"PERFORATION (TYP) <br /> PROFILE VIEW <br /> SAND 3.75"(TYP) 25" <br /> 12" <br /> 24"MIN #4 REBAR, _ ° .'' VIE"PERFORATION <br /> FORMED IN TO 25" (TYP) <br /> 5 I1" X 25"SQUARE& 16.75", 120 DEGREES <br /> ' 30"MIN CENTERED IN SLAB <br /> INSULATED BUSHING 6"THICK <br /> ANODECABLES CONCRETE 25" <br /> MOUNTING PAD ANA7E O <br /> (SEE NOTE i.} '} °•• 28.75° <br /> TO NEW ANODE I••, <br /> w PVC TAPE JUNCTION BOX <br /> COKE BREEZE 511"0 CAST IRON y <br /> o J/4'kL-I/2" Iy LID, MARKED , <br /> c� m DRAIN ROCK 2" <br /> SCH 40 AVC CONDUIT 'ANODE" , <br /> w W/(2)#8 AWG HALAR <br /> po HMWPE ANODE CABLES }"m Hate T <br /> (TYP OF 2) ' NOTES: <br /> o 1. PERFORATE ALL LENGTHS OF PIPE THAT WILL BE <br /> 0 12"m 14 CAUCE STEEL -- COUPLING SAW CUL SHALL TIE IN FLUSH INSTALLED IN COKE BREEZE. <br /> ANODE INSTAL077ON , WELL CASING (IF REQ'0 (IF REQUIRED) <br /> (Trp OF 2) TO PREVENT HOLE PLAN VIEW r0 EXISTING PAVEMENT Z GLUE <br /> CJSHEET METAL CRE S. W/(3) "-Lo <br /> �\ CAVE-IN <br /> SEE DETAIL�—I ) PR£M!X£D NON-SHRINK GROUT NOTES: 3. PERFORATION SHALL BE COMpCEIED 1N THE SHOP. <br /> cP�ry I. CONCRETE PAD SHALL HAVE A FINE HAIR LIGHT BROOM HNTSH. NO FfELO PERFORATION SHALL BE ALLOWED. <br /> 2. FOR THE INSTALLA770N IN PAVEMENT, THE PAD SHALL OF FLUSH NTH THE PAVEMENT. <br /> NEW CONCRETE BOX n CONCRETE MOUNTING PAD n VENT PIPE <br /> ANODE J'2 " CP-17 NOT TO SCALE CP-17 NOT TO SCALE CP-17 NOT TO SCALE <br /> 2"SLY-!80 ;10 AWG/HMWPE ANODE <br /> PLASTIC VENT PIPE TRASH GUARD CABLE(BLACK) STRANDED <br /> 5, SEF DETAIL k— I SECTION COPPER <br /> HCP--17 <br /> EPDXY ENCAPSULAifON <br /> SILVER SOLDERED <br /> 2"SCH 80 PVC #8 AWG/HALAR--HMWPE CONNECTION <br /> VENT PIPE W/ ANODE CABLE <br /> 60TT04 29--FEET <br /> PERFORMED COKE BREEZE 6008 OR 32CB MAGNESIUM INGOT <br /> SEE DETAIL 4 0 (TYPICAL L INGOT PER SUBMERGED <br /> TWH RACK SECTION) 60 LB. MAGNESIUM INGOT <br /> SEE DETAIL �c�P-IY J2 LB. MAGNESIUM INGOT <br /> 84"LONG, 2.65"m ANODE CENTRALIZER 45" <br /> 63-POUND HIGH (TYP OF 3 ® 120 RING TERMINAL CONNECTOR <br /> STCICON CAST IRON DEGREES) <br /> ANODE, 1 ANODE(TYPE TA--3) 60" <br /> GALVANIZED STEEL CORE <br /> PVC CAP 5 SELF-TAPPING SCREW <br /> TAPE ENDS OF ANODE ITO AWG HMWPE ANODE CABLE <br /> CENTRALIZERS TO r* <br /> —.4 12" COVER LEADING METAL <br /> EDGE IN ORDER TO <br /> I <br /> PREVENT <br /> NINSUfAITQING <br /> CAB316 U--BOLT& HARDWARE <br /> NOTE <br /> DURING INSTALLA77ON (TYP OF 3) <br /> ROCKS, BOULDER, GRAVEL, DEBRIS, ETC MAY BE ENCOUNTERED <br /> DURING THE DRILLING OPERATION. THE CONTRACTOR SHALL BE NOTE: 60 LB. & 32 LB, MAGNESIUM INGOT <br /> PREPARED FOR ALL ADVERSE CONDITIONS. NO ADDITIONAL THE NUMBER OF THE ANODES FOR THE TRASH RACK STRUCTURE IS DETERMINED BY THE NUMBER OF SECTIONS CP-17 NOT TO SCALE <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. U nECIAi-RvroFsro°CKMTOUNIGIALIFORNIAIES <br /> n NEW DEEP ANODE BED �1 ANODE INSTALLATION �61 WET WELL TRASH GUARD - ANODE INSTALLATION 17- <br /> CP-17 NOT TO SCALE CP-17 NOT r0 SCALE CP-17 NOT r0 SCALE T 11=COMMENDED: <br /> `i - ENGINEERING MANAGER <br /> NO, REVIsioN - j 6Y APP DArF GAYADDIU PRUYEMON REPAIRS SIM 8c FORG�MAIN� ucsl�NEoulvneHrHec�IHRcrloNoa=�, SHEET <br /> •JJLL • _... —_ 4gOk S�SlW Ili <br /> �■ L]T,,, jdh corrosion _... -- 3-20-2018 ° '4 <br /> ntvrW Icrn:uL.vTT <br /> bCPART\IENST c a n s u I t a n t s, I n c. I��Ijj�('I� }� (' l`1�� `�(�I( �,¶ L� �{ <br /> l]Lil Il ll ODI C" J ED If C IJ IJ[M L'J F Il AP,IRS S d MCCR.E. .OR DATE <br /> A- > » I R.CCR.E.No.CP 1035 REGISTR4TION E%PIKES 63o-5B � H0.CA 1035 <br /> ;snnn,yno," 1t00 Willow Pass Court, "�—' <br /> DESIGN:TDH DATE:5-3-17 <br /> I'7,cae`MUD (".QS>)R37-871]0 CCf7CCfd, CA. 9452C DRAWN:TOH DATE'"-17 sf{ tl♦:Cht� <br /> Tel. (925)927-6630 STOCKTON,CALIFORNIA IVIUNICIPAL UTILITES DEPARTMENT <br /> MYHIp�JYl U11Y�IK OV,UTMIN! CHECKED:MA DATE'S�-1 777,20 SHF;I.I <br />