Laserfiche WebLink
CON <br /> (TVP OF 2) BOX W/CA T)TRONCLID E TRAFFIC <br /> NEW CONURETE BOX GROUND TO SLOPE <br /> SLE OETAIL� AWAY FROM WELL CONCRETE COLLAR <br /> cp_I 1"(SEE NOTE 2.) 3000 PSI <br /> SAW OUT, SHALL TIE IN FLUSH 2"0 SCH 60 <br /> NEW STANDARD 12"CAST IRON VALVE BOX 6" I I TO EXfSTlNC PAVEMENT PVC PIPE <br /> RING& TRAFFIC COVER MARKED 'ANODE" <br /> LOOP ANODE CABLES <br /> 2"0 PVC veNr PIPE , / / / . • �/ /, <br /> P2"SCH 80 PVC <br /> IPE w scREENED END TT VENT CONCRETE MOUNTING PAD �j 6'TTP <br /> PREMIXED / SEE DETAIL(e RE BAR o o0 0 6" 12" <br /> NON-SHRINK J4 RE-PAR =�vr—�I CENTERED <br /> GROUT <br /> N o o wog <br /> 1;' CONCRETE UNPAVED AREA � COLLAR B" TypCOLLAR 1 . <br /> I 000 PSI 6 �� f3" <br /> �{ 1/16"PERFORATION(TW) <br /> PROFILE VIEW <br /> SAND <br /> . \ \\A\\j 28.75" 3.75"(TYP) <br /> 3.75"(TVP) 25- <br /> 24'MIN J4 REBAR, _+ 1/15"PERFORATION <br /> 5' 1I" FORMED IN TO 25" (TVP) <br /> X 25"SQUARE& ••16.75", ` 120 DEGREES <br /> 30"MIN CENTERED IN STAR <br /> INSULATED BUSHING 6"THICK <br /> ANODE CABLES CONCRETE 25" <br /> MOUNTING PAO ANODE O <br /> (SEE NOTE L) 28.75" <br /> PVC TAPE TO NEW ANODE l <br /> w JUNCTION BOX <br /> COKE BREEZE 5' 0 11 0 CAST IRON <br /> 0 3/4'x1-1/2" LID, MARKED ' <br /> co m DRAIN ROCK 2"SCH 40 PVC CONDUIT <br /> SM1w, o W/(2}#8 AWG HAL4R "ANODE" <br /> HMWPE ANODE CABLES T <br /> 1"0 HOLE <br /> (TYP OF 2) <br /> ° NOTES. <br /> Io_ 12"0 14 GA <br /> UGE STEEL COUPLING 1. PERFORATE ALL LENGTHS OF PIPE THAT WILL BE <br /> ANODE INSTALLATION WELL CASING (IF RFQ'O SAW CUT, SHALL TIE IN FLUSH INSTALLED IN COKE BREEZE <br /> (TYP OF 2 � (IF REQUIRED) <br /> ( ) ;� TO PREVENT HOLE TO EXlSRNC PAVEMENT 2. CLUE PVC JOINTS AND SECURE W/(3) y"'-10 <br /> SEE DETAIL g5: Q 17 CAVE-IN) PLAN VIEW SELF--TAPPING SHEET METAL SCREWS l <br /> c—pvl—� PREMIXEO NON-SHRINK GROUT NOTES., 3. PERFORATION SHALL BE COMPLETED IN THE SFI'OP. <br /> w 1. CONCRETE PAD SHALL HAVE A FINE HAIR LIGHT BROOM FINISH. NO FIELD PERFORATION SHALL 8E ALLOWED. <br /> 2. FOR THE INSTALLAAON IN PAVEMENT, THE PAD SHALL BE FLUSH WITH THE PAVEMENT <br /> 2 NEW CONCRETE BOX (3�CONCRETE MOUNTING PAD ��VENT PIPE <br /> ANODE 2 N CP-17 NOT To SCALE CP-17 NOT TO SCALF CP-17 NOT TO SCALE <br /> 2"SCH 80 <br /> PLASTIC VENT PIPE CAO AWB/HMWPE ANODE <br /> SEE DETAIL SECTION GUARD COPPER(BLACK) STRANDED <br /> 5' iT <br /> cP-17 <br /> EPDXY ENCAPSULATION <br /> SILVER SOLDERED <br /> 2"SCH 80 PVC 8 AWG/NALAR-HMWPE CONNEC17ON <br /> VENT PIPE W/ ANODE CABLE <br /> BOTTOM 29-FEET <br /> PERFORATED COKE BREEZE 6OL6 OR 32LB MAGNESIUM INGOT <br /> SEE DETAIL/a1 0 (TRA TYPH I I GO T1PEER SUBMERGED 60 I.B. MAGNESIUM INGOT <br /> Cp�I7� SEE DETAIL <br /> CP-17 32 LB. MAGNESIUM INGOT <br /> 84"LONG, 2,66"o ANODE CENTRALIZER 45" <br /> 63-POUND HIGH (TYP OF J 9 120 KNG TERMINAL CONNECTOR <br /> ANODE#I SILICON CAST IRON DEGREES) <br /> ANODE(TYPE TA--3) 60" <br /> GALVANIZED STEEL CORE <br /> PVC CAP 5• SELF-TAPPING SCREW <br /> TAPE ENOS OF ANODEAWG HMWPE ANODE CADLE <br /> CENTRALIZERS TO — — 3,. <br /> f 0 I� <br /> COVER LEADING METAL <br /> EDGE IN ORDER TO <br /> PREVENT DAMAGING <br /> CABLE INSULATION J15 <br /> 316 U-80LT&HARDWARE <br /> NOTE., DURING INSTALLATION 15 O <br /> ROCKS, BOULDER, GRAVEL, DEBRIS, ETC MAY 8E ENCOUNTERED <br /> DURING THE DRILLING OPERATION. THE CONTRACTOR SHALL BE NOTE.- r�60 LB. & 32 LB. MAGNESIUM INGOT <br /> PREPARED FOR ALL ADVERSE CONDITIONS. NO A001170MAL. THE NUMBER DF THE ANODES FOR THE TRASH RACK STRUMRE IS DETERMINED BY THE NUMBER OF SECTIONS <br /> COMPENSATION WILL BF PROVIOED TO THE CONTRACTOR, OF THE TRASH RACK. ATTACH ONE(I)ANODE TO BOTTOM OF EACH SECTION OF THE TRASH RACK STRUCTURE CP-17 NOT TO SCALE DEFAHTNENTOFMUNIGIF,cLuiu.rrlr_s <br /> NEW DEEP ANODE BED 5 ANODE INSTALLATION �� WET WELL TRASH GUARD - ANODE INSTALLATION crlvoFsrocKTON,cauFOR IA <br /> CP-17 NOT TO SCALE CP-i7 NOT TO SCALE CP--17 NOT TO SCALE ( NScoMMENDeD: <br /> ENGINEERING MANpCER <br /> NO. pFVI51ONb' HY 11PP DAEE; CATHODIC PROTECTION REPAIRS �����r���������� 1F5IGNED LNDER HE DIRECTION OF: {ESSIp�� I � <br /> \[U 3ICIP_1LLTILITIES � jdh corrosion R PROTECTION hflLO d:0Y 1 3.20-2018 y¢6 <br /> =PARTiAIENT c o n s p a n t s, I n c ..._._ M I� �( r`I} [�T� +4 <br /> tJ v I]l5l )1� D P©�f �� q�)m I)L�, �p�S .M041AMNCD FLI LATE ! <br /> MUD -��n,a-❑n.x --I )I T 1 R CORE 7 GR 1D3 REGISTRATION IXP RES 63D D No.CR 7035 <br /> s <br /> 1100 Willow Pass Court, <br /> -25"' DRAWN <br /> C1 7-96 DESIGN:TDA DATE:5-3-17 <br /> Plew5 lion�s7-eroo Concord, CA 94520 J}�'tlRA�B���< <br /> Tel. (925)927-663D CHECKS TOA DATE:5-3-17 + of rhv <br /> MYlllq�u YflUi1[5 o1�A117:�5�:: STOCKTDN,CpLIpOR�fIA MUNICIPAL UTILITIES DEPARTMENT CHECKED,MA GATE:5-3-17 170F ZD SHEETS s <br />