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T";5 RULE (GB CNIUS1Y) CONCRETE TRAFFIC <br /> (TYP OF 2) PDX W/CAST IRON UD <br /> NEW CONCRETE BOX GROUND TO SLOPE <br /> SEE DE7AIL(_2__-� AWAY FROM WELL CONCRETE COLLAR <br /> cCp--i7i I"(SEE NOTE Z.) I 3000 PSl <br /> SAW OUT, SHALL TIE IN FLUSH 2"0 SCH BO <br /> NEW STANDARD 12„CAST IRON VALVE PDX �6"� I <br /> TO EXISTING PAVEMENT PVC PIPE <br /> RING& TRAFFIC COVER MARKED 'ANODE" <br /> 2"0 PVC VENT PIPE � / COOP ANODE CABLES �/\/\/ \\/ .. • Y �/\/� . <br /> 2"GGx BD PVC CONDUIT VENT •/%// /�/i�/ <br /> PIPE W/SCREENED END CONCRETE MUUNHNG PAD o 6„ \/�\// 6"TYP <br /> PREMIXED SEE DETAIL��� 4 REBAR = ° ° 12" <br /> NON-SHRINK cR-n� CENTERED p o <br /> GROUT �4 REBAR <br /> IN COLLAR o 0 <br /> CONCRETE UNPAVED AREA $ p .. �� 8"TYP <br /> COLLAR <br /> 3000 PSIB' o°og 13" <br /> ° { I/6„PERFORATION(TYP) <br /> Snh'B \\\//\\// //' 1 " �,• \ \\//�// 28.75" 3.75"(TYP) <br /> J.75"(TYP) 25" <br /> 12" <br /> II a <br /> i <br /> 24"MIN - 4 REBAR, 1/16"PERFORATION <br /> FORMED IN TO 25" (TYp) <br /> 30"MIN X 25"SQUARE& •°'P6'75"• L, 120 DEGREE'S <br /> CENTERED IN SLAB <br /> INSULATED BUSHING6 <br /> "THICK <br /> ANODE CABLES '' CONCRETE 25° <br /> MOUNTING PAD ANOQE 0 •°•, <br /> PVC TAPE TO NEW ANODE _ (SEE NOTE }.) ° 28.75" <br /> w JUNCTIDN 60X I <br /> COKE BREEZE 5' a 11"9 CAST IRON <br /> w 3/4x1--1/2" LID, MARKED <br /> DRAW ROCK 2"SCH 40 PVC CONDUIT - <br /> o W/(2)�8 AC HALAR <br /> 'ANODE" , <br /> HMWPE ANODE CABLES HOLE <br /> (TYP OF 2) ' NOTES: <br /> v oti 12"0 14 GAUGE STEEL COUPLING a' 1. PERFORATE ALL LENGTHS OF PIPE THAT WILL BE <br /> ANODE INSTALLATION WELL CASING (IF REQ-0 (fF REQUIRED) SAW CUT, SHALL TIE IN FLUSH INSTALLED IN COKE BREEZE <br /> (TIP OF 2) I TO PREVENT HOLE TO EXISTING PAVEMENT - 2. GLUE PVC JOINTS AND SECURE W/(3) 1"-10 <br /> PLAN VIEW <br /> SEE DETAIL w CAVE-TN) SELF-TAPPING SHEET METAL SCREWS. <br /> lcP-17 I PREMIXEO NON-SHRINK GROUT NOTES: 3, PERFORATION SHALL 8E COMPLETED W ME SHOP. <br /> `r 2. CONCRETE <br /> fNSAALfSAHTION IN AVEMENT.NE HELIGHT <br /> SHALL REFLUSH FINISH. <br /> WITH THE PAVEMENT. NO FIELD PERFORATION SHALL BE ALLOWED, <br /> 2 NEW CONCRETE BOX �1 CONCRETE MOUNTING PAD 4 VENT PIPE' <br /> ANODE f2 CP-17 NOT TO SCALE — CP-17 NOT r0 SCALE — <br /> CP-17 NOT TO SCALE <br /> i( <br /> 2"SCH 80 #10 AWG/HMWPE ANODE <br /> PLASTIC VENT PIPE TRASH GUARD CABLE(BLACK) STRANDED <br /> 5, SEE UETA1 �d1 SECTION COPPER <br /> �cP`17 EPDXY ENCAPSULATION <br /> 2°SCH 80 PVC JB AWG/NALAR-HMI SILVER SOLDERED <br /> VENT PIPE W/ ANODE CABLE CONNECTION <br /> BOTTOM 29-FEET <br /> PERFORATED COKE BREEZE 60LB OR J2LB MAGNESIUM INGOT <br /> SEE DETAIL�1 p (TYPICAL 1 INGOT PER SUBMERGED <br /> F0'p�'r'-V-j TRASH RACK SECTION) 60 LB. MAGNESIUM INGOT <br /> SEE DETAIL <br /> 84"LONG, 2.66"0 ANODE CENTRALIZER 1p_17 <br /> J2 Le, MAGNESIUM INGOT <br /> 63-POUND HIGH (TYP OF J ® }20 45" <br /> ANODE�f SIClCON CAST IRON DEGREES) RING TERMINAL CONNECTOR <br /> ANODE(TYPE FA--3) 60" <br /> GALVANIZED STEEL CORE <br /> PVC CAP5' SELF-TAPPING SCREW <br /> TAPE ENOS OF ANODE J10 AWG HMWPE ANODE CABLE <br /> CENTRALIZERS TO 3"—r-1 r-- <br /> 72' COVER LEADING METAL <br /> EDGE IN ORDER i0 <br /> PREVENT DAMAGING <br /> CABLE INSULATION 316 U-BOLT&HARDWARE <br /> NOTE DURING INSTALLATION (TTP OF 3) <br /> ROCKS, BOULDER, GRAVEL, DEBRIS, ETC MAY BE ENCOUNTERED 4" <br /> DURING THE DRILLING OPERATION. THE CONTRACTOR SHALL BE NOTE: <br /> PREPARED FOR ALL ADVERSE CONDITIONS. NO ADDITIONALTHE NUMBER OF THE ANODES FOR THE TRASH RACK STRUCTURE 1S DETERMINED BY THE NUMBER OF_ (�60 L6. & 32 LB. MAGNESIUM INGOT <br /> COMPENSATION WILL BE PROVIDED TO THE CONTRACTOR. -- _ <br /> OF THE TRASH RACK. ATTACH ONE(1)ANODE TO BOTTOM OF EACH SECTION OF THE TRASH RACK STRUCTURE CP-17 N47 TO SCALE�tDEPARTMENT OF MUNICIPAL u7ILfr[Es <br /> ~� CITY OF STOCKTON,CALIFORNIA <br /> NEW DEEP ANODE BED �5�ANODE INSTALLATION 6 WET TRASH GUARD - ANODE' INSTALLATION <br /> CP-_17 NOT TO SCALE CP-17 NOT TO SCALE <br /> CP-17 NOT TO SCALE RecolI_ <br /> t <br /> 0—P, ENGINEERING MANAGER <br /> NO. RCVISIONS BY APP HITT£= Gil'YrORPARRT PROTi ICfi+•Pg9 N HE MRS <br /> RS i LC~T7PS At FORprof�nfl D13 MDS�M En 111J 17�R THE DIRECTION OF: SHEAT' - <br /> `dh corrosion - - <br /> is GG��Y9 llll&&YY GGRR 11I133aa IUf OO'��LLYY YY IL 4o IICLL'IV YLILY AN LLIf'h.Y o7 V116'"➢fl7 61,C+1L1416�16�11�1.�._— <br /> 4�ortssr� <br /> anJn EPAR trrTLTT]Es J - - 3-20-2018 � 'c <br /> •" DLPARThIENT c o n s u l t a n t s, Y n c. <br /> -- IfII �/��,. I�IJ��+Ir,'� IIy' III��� � /r, \moi, IrI MEDALI DATE � xm �// <br /> �� _SOD Pnr7 n 52 ---............. L1 fnfY U U©�"�I�V' ��fA��J 11 1.�lJ ll o� � f}O FYI 13 R.CORE.No.CR 1035 REGISTR4710N EXPIRES 6-3o-IP z N.CR 1075 S' VIA 11 <br /> 300 willow Pass Court, �[y Jm"J1035 * <br /> sockvnn,CS 7-670 Concord, CA 94520 DESIGN�TDH DATE:5-3-77 <br /> Phone N"'937 700 _ DRAWNTDH DATE,5.3»77 sq�nnoe5o�,e <br /> Inutaaruureu7l�svvnnwm Tel. (925)927--6630 STOCKTON,CALIFORNIA MUNICIPAL UTILITIES DEPARTMENT <br /> CHECICGD:MA DATE',5 3-77 17 OF ZO:;I-I',L75 <br />