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10Meg. TO 45&g. BENDS PLUGGED CROSS <br />Y <br />I* <br />Nr <br />SOEaprea BEND <br />1/2"0 ST. e <br />STEEL ROD <br />5° <br />STD. TEE MIN <br />NOF_ <br />1. ALL THRUST BLOCKS <br />SHALL BEAR AGAINST <br />UNDISTURBED EARTH. <br />�sqy/qq�� GATE VALVE <br />�Tv14'&'xsnvr <br />6P6FK <br />Tmws �' 6- e' Io' lr u- 16' Ia' <br />PLUGGED RUN .-ELI 1 2 s a 1] 19 u ]z 5 <br />J IR 1 <br />118'Fll, 1 1 P 1 13 8' 15 6 I <br />III1R'FL. R ] 5 9 <br />IPWG/IFE I IS 4 6 8 1] 19 IS 28 <br />BASOF 2000 <br />ANDD ON WATER PIL BEARING RESSURE OF 225E S <br />PSI FORM ASREQUIRED TO <br />KEEP CONCRETE OFF OF MECHANICAL JOINT OR FLANGE BOLTS. <br />THRUST BLOCKS e <br />SCALE: N T.S. <br />VALVE BOX PER W-12 4"x4"z1/4" MICARTA <br />MARK COVER WITH "ANODE" BOARD <br />EST BOARD <br />3" MIN ETCHED LAMINATED <br />AC PAVEMMENIT — �7 LABEL TYP <br />iEX15T AC <br />pwx <br />CONIC OHM <br />OHM <br />COLLAR 1 T cuu.T <br />CL 2 <br />AGG BASE e <br />ANODE <br />L-PROADE 18" SLACK TEST LEAD \ 1 <br />ON ALL CABLES 1 <br />TEST STATION HOUSING DETAIL TEST BOARD DETAIL <br />CATHODIC PROTECTION TEST STATION HOUSING <br />SCALEN T.S. <br />NOTES' <br />_ #10 AWG ANODE CABLE (WHT) TYPE <br />1 ANODES TO BE <br />HMWPE OR RHM—RHW—USE-2 <br />LOCATED AS SHOWN <br />INSULATED STRANDED COPPER <br />ON SHEET M-1. EIGHT - <br />CONDUCTOR <br />ANODES TOTAL. <br />2 ANODES SHALL BE <br />STEP 2. <br />EPDXY ENCAPSULATION <br />LOCATED AT LEAST 5 <br />SILVER SOLDERED CONNECTION <br />FT HORIZONTALLY <br />FROM THE NEW 12" <br />OPERATOR GNITEWITHOPENING Will FLWTAGUN <br />GALVANIZED STEEL CORE <br />DIP AND AT AN <br />STEP 4. <br />CONNEC <br />REMOPEEN VWELDAFORROM SOUNDNESS TION & <br />ELEVATION BELOW THE "' n <br />32LB STANDARD MAGNESIUM ALLOY <br />NEW 12" DIP <br />ANODE 20 5"x5"x5" <br />3, ANODES SHALL BE <br />SURFACE WTH AIOBITUM NOUSANDOSED COATING COMPOUND <br />ANODE BACKFILL <br />LOCATED AT LEAST 10 <br />75% HYDRATE GYPSUM <br />FT. FROM EACH <br />20% BENTONITE CLAY <br />OTHER. <br />5% SODIUM SULFATE <br />4. ANODES SHALL BE <br />LOCATED WITH A <br />CLOTH SACK <br />MINIMUM OF 10 FT <br />CLEAR HORIZONTAL 8.5 - <br />DISTANCE FROM THE <br />(E) BDPL PIPES <br />32LB. MAGNESIUM ANODE PACKAGE <br />SCALE. N T S <br />HOLD HANDLE <br />GRAPHITE COVER <br />STARTING POWDER <br />METAL WELDING POWDER <br />METAL DISC <br />GRAPHITE MOLD <br />WIRE <br />SLEEVE <br />DRAIN <br />STEP 1. <br />GRIND STRUCTURE CONNECTION AREA <br />(3"z3") TO BARE SHINY METAL AND CLEAN. <br />CABLE <br />STEP 2. <br />STRIP INSULATION FROM WIRE. ATTACH SLEEVE.—O <br />3. <br />OLD MOLDSTEP L& <br />FROM <br />OPERATOR GNITEWITHOPENING Will FLWTAGUN <br />STEP 4. <br />CONNEC <br />REMOPEEN VWELDAFORROM SOUNDNESS TION & <br />STEP 5. <br />COVER CONNECTSTRUCTURE <br />SURFACE WTH AIOBITUM NOUSANDOSED COATING COMPOUND <br />1'MIN CONCRETE NOTE. <br />PROCEDURE SHOWN ABOVE IS TO BE USED AS A GENERAL <br />GUIDE ONLY. CONSULT MANUFACTURER'S LITERATURE FOR <br />SPECIFIC INSTALLATION INSTRUCTIONS. <br />eI ` WELD CAP <br />MASTIC COPPER <br />SLEEVE f <br />EXOTHERMIC WELD (TY P.) JOINT BOND CABLE OR <br />PIPELINE /. CABLE TO TEST STATION <br />° (SIZE AS REO'D) <br />INACTIVE LINE) m <br />CUT AND PLUG INACTIVE LINE <br />SCALE N T S <br />� I <br />Ef 1 <br />I <br />1 <br />I <br />I <br />66E- � U11F T'nBi REN9415 <br />e p <br />#B HMWPE BOND CABLE <br />(BLACK) <br />Q8 HMWPE BOND <br />(BLACK) <br />Pa e5of6 <br />I'I BLIC UTILES COMMISSION <br />CITY PND COUNTY OF SAN FRANCISCO (CCSF) <br />LAND ENGINEERING <br />® RWIEWED I] REVISE <br />RESUBNO ED <br />V <br />❑ A� RIIEWEO CORRECTIONS UNACCEPTABLE <br />NOTED <br />IMPORTANR THIS REVIEW IS ONLY FOR THE PORTNN S) WRH <br />CCSF'S F. CIUMES AND INTEREST AND DOES NOT RE PROTECT <br />SPONSOR ENGINEER AND OR CONTRACTOR OF RESPONSIBILRY <br />10 COMPLY WITH THE DES N REQUIREMENTS, SPECIFICATIONS. <br />CODES/S'ANDAROS AND/OR CONTRACTUAL OBLIGATIONS <br />TI DATE 5/11 /1 i <br />ADAPTER/ JOINT <br />SIGN— <br />#10 <br />#10 HMWPE ANODE CABLE <br />(WHITE) <br />#B HMWPE BOND CABLE <br />(BLACK) <br />__ _ .4272 <br />RECEIVED <br />ELBOW <br />MAY 10 2017 <br />R <br />SFPLC, ater Supply and Treatment Di- inion <br />Land Engineering <br />1ALL WIRE CONNECTIONS <br />ANODE SHALL BE MADE BY THE <br />EXOTHERMIC WELD 4 <br />PROCESS SEE DETAIL <br />2. CONTRACTOR SHALL SEAL <br />BOND WRE PENETRATION <br />IN POLYETHYLENE WRAP <br />NTH TAPE <br />TYPICAL EXOTHERMIC WELD eTYPICAL PIPE FITTING JOINT BONDING <br />L <br />SCALE' N 5 SCALE: N T S <br />SCALE MEASURES 3 INCHES ON FULL—SIZE DRAWING <br />D APMC SCALE <br />I INCH : I FEET <br />6,.rz—� rxrz— 06h—I CITY OF REDWOOD CITY CARSON RESERVOIR OUTLET PIPE UPGRADE <br />"""`O+rz— �,6:if,l"' awre— NTS oxrz COMMUNITY DEVELOPMENT DEPARTMENT <br />1. AND+6ExxxA ENGINEERING AND TRANSPORTATION CATHODIC PROTECTION DETAILS <br />CALIFORNIA <br />6r ae«m ..wnovm .. ,., ,.n.., ,..... ......", ..".v...— ..�,.,.TTl rxs »>•• IzeuE AaWPWN (�W^w�»: sLs <br />M -I <br />M-3 <br />S E,LI x°. <br />6 <br />SHEEIT <br />21,841 <br />