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I'6 HOLE (08 CHRISTY) CONCRETE TRAFFIC <br /> {TYP OF 2) BOX W/CASE IRON Lf9 <br /> NEW CONCRETE BOX GROUND TO SLOPE <br /> SEE DEfAIL(-2--� AWAY FROM WELL CONCRETE CRL4R <br /> cPP t�� I"(SEE NOTE 2.) r 3000 PSI SAW CUT, SHALL 17E IN <br /> L� TO EXISTING PAVEMENT FLUSH 2"0 SCH PVC PIPE 80 <br /> .\\,, NEW STANDARD 12"CAST IRON VALVE 80X I � i <br /> > RING& TRAFFIC COVER MARKED "ANODE" <br /> 2"0 PVC VENT PIPE : LOOP ANODE CABLES <br /> 2"SCH 80 PVC CONDUIT VENT <br /> PIPE W/SCREENED END CONCRETE MOUNTING PAD 8,. 6"Trip <br /> PREMIXED SEE DETAIL \ J4 REBAR o °o T2" <br /> NON-SHRINK ,�4 REBAR �c=PVI—�7 CENTERED <br /> GROUT IN COLLAR o 0 <br /> CONCRETE UNPAVED AREA <br /> o <br /> COLLAR <br /> 3000 PSI 6" oog I-�13" 1/16"PERFORATION(TYP) <br /> ///// a '•• ////// PROFILE VIEW <br /> 28.75' 3.75" P) <br /> SAND 3.75'(TYP) — 25' <br /> 12" <br /> 24"MIN #4 REBAR, _ 1/16-PERFORATION <br /> FORMED IN TO 25" ° (NP) <br /> X 25"SQUARE& 46:75", <br /> 30"MIN s f20 DEGREES <br /> CENTERED IN SLAB <br /> INSULATED RUSHING 6"THICK ••I •• <br /> ANODE CABLES <br /> CONCRETE 25' <br /> MOUNRNO PAD ANODE O <br /> (SEE NOTE 1.) 28.75" <br /> PVC TAPE TO NEW ANODE <br /> JUNCTION BOX I <br /> COKE BREEZE 5' 11"0 CAST IRON <br /> 0 3/4"x I-1/2" LID, MARKED <br /> i OWN ROCK 2"SCH 40 PVC CONUUIT ANODE" f <br /> w q W/(2),J8 AWG HALAR _ <br /> HMWPE ANODE CABLES <br /> r"P HOLE <br /> « NOTES: <br /> o (TYP OF 2) f. PERFORATE ALL LENGTHS OF PIPE THAT WILL BE <br /> v o f2"0 14 GAUGE STEEL COUPLING <br /> ANODE INSTALLATION w WELL CASfNG (IF REQ-0 SAW CUT, SHALL PE IN FLUSH INSTALLED IN COKE BREEZE <br /> QF REQUIRED) TO EXISTING PAVEMENT 2. GLUE PVC JOINTS AND SECURE -W 3 <br /> SEE DF 2L) § TO PREVENT HOLE ALAN VIEW <br /> /() '-i0 <br /> CAVE-IN SELF-TAPPING SHEET METAL SCREWS. <br /> PREMIXED NON-SHRINK UROUT NOTES: J. PERFORATION SHALL BE COMPLETED W THE SHOP. <br /> I. CONCR91 PAO SHALE HAVE A FTNE HAIR LIGHT BROOM FINISH, NO FIELD PERFORATION SHALL BE ALLOWEO. <br /> w 2. FOR THE INSTALLATION IN PAVEMENT, THE PAD SHALL BE FLUSH WITH THE PAVEMENT. <br /> (T),NEW CONCRETE BOX n CONCRETE MOUNTING PAD n VENT PIPE <br /> ANODE;2 C�7 NOT TO SCALE CP-r7 NOT TO SCALE CP-T7 NOT TO SCALE <br /> 2"SCH 80 j10 AWG/HMWPE ANODE <br /> PLASRC VENT PIPE TRASH GUARD CABLE(BLACK) STRANOED <br /> 5, SEE DETAIL SECTION COPPER <br /> CP-17 <br /> EPDXY ENCAPSUfATION � I <br /> SILVER SOL <br /> 2"SCH 80 PVC F$AWG/HALAR-HMWPE CONNECTION ERED <br /> VENT PIPE W/ ANODE GABLE <br /> BOTTOM 24-FEET <br /> PERFORATED COKE BREEZE 60LE OR 32LP MAGNESIUM INGOT <br /> SEE DETAIL 4 r:: ® (TYPICAL i INGOT PER SUBMERGED 60 LR, MAGNESIUM lNG17T <br /> TRASH RACK SECTION) <br /> SEE DETAIL 32 LB. MAGNESIUM INGOT--- c <br /> 84"LONG, 2.66"0 ANODE CENTRALIZER 45" <br /> 63–POUNO HIGH (TYP OF 3® 120 RING TERMINAL CONNECTOR <br /> ANODE I SILICON CAST IRON DEGREES) <br /> - ANODE(TYPE rA-J) 60" <br /> GALVANIZED STEEL CORE <br /> PVC CAP 5• SELF-TAPPING SCREW <br /> A <br /> TAPE ENDS OF ANODE po AWG HMWPE ANODE CABLE <br /> - CENTRALIZERS TO <br /> 12" COVER LEADING MLTAt <br /> EDGE IN ORDER TO <br /> PREVENT DAMAGING 3f6 U-BOLT&HARDWARE <br /> CABLE INSUMPON <br /> NOTE: DURING 1NSFALLATION (TYP OF 3) <br /> ROCKS, BOULDER, GRAVEL, DEBRIS, ETC MAY BE ENCOUNTERED <br /> DURING THE DRILLING OPERATION. THE CONTRACTOR SHALL BE NOTE: 60 LR. & 92 LB. MAGNESIUM INGOT JY <br /> PREPARED FOR ALL ADVERSE COH007GNS. NO ADDITIONAL THE NUMBER OF THE ANODES FOR THE TRASH RACK STRUCTURE IS DETERMINED BY THE NUMBER OF SECTIONS <br /> COMPENSATION WILL BE PROWDEO TO THE CONTRACTOR. OF THE TRASH RACK. ATTACH ONE I ANODE TO BOTTOM OF EACH SECTION OF THE TRASH RACK STRUCTURE. CP-T7 NOT TO SCALE <br /> () DEPARTMENT OF Ml1N3CIPFtL UTlLfflES <br /> NEW DEEP ANODE BED 5 ANODE INSTALLATION _ 6 WET WELL TRASH GUARD - ANODE INSTALLATION CITY OF STCCKrON,CALIFORNIA <br /> CP-17 NOT TO SCALE CP-17 NOT TO SCALE CP-17 NOF TO SCALE °' REcoMM-NDEor <br /> ENGINEERINGMM'AGEF1 <br /> No. REV1S]orJs Nr APA ,DATE CATli0011+ P907ECTIORI REPM,OC SjUpS&FORGEMIUNS rT-sIGNEO UNDER T1 1E DIREX'rl NOF: Qgaj�ssr �SHE <br /> F <br /> ---.-.-.-.—_ CATH0011. tlAM.9 iEV1AVN0.14 C�QI'd.l <br /> �� 1IUNICIPALUTILITI.ES P Idh corrosion -..._......._. .`3-`20-2018 <br /> llEPARTNfENTT �J J c o n s u I t a n t s, I n c. /n//���� r�r�r'� 1i Iy ren �Y,• n 17 Ma:InwMEoau oaTe ��J r:3 /,�] <br /> O LIN 411 II 6 31� �P®If FC�[10 Pi IDI l Ir I}�IE,� II R.COR,E.No.CR 1035 REG15TPATION EXNRESB 5P19 e` Nu Cq 7035 c <br /> x5W Nm7llm'c 1100 Willow Pass Court, V 1l fJ IE IIV it 1 111 ���JJJ III ffJ1444111 LL l! Il <br /> Swrkoun,Cd 95xVS OESIGN�.TfJH DATE 5-3-17 <br /> Pl,wu:CU�7 937 870 Concord, CA 94520 DRAWN:TD DATE S-3-17 'q�`,7F r. a <br /> MUluarac MD <br /> TeL (925)927--6630 STUCKTON,CALIFORNIA MUNICIPAL UTILITES DEPARTMENT - °�cht� .J <br /> CHECKED:MA OATF 17 OF 20 SHEETS <br />