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F_ __1 <br />•OOOWnO BEND <br />1oaWnu TO asayr«. BEFroW <br />• r <br />L. <br />1/2'0 ST. <br />STEEL ROD <br />-tE8' <br />STD. TEE MIN <br />GATE VALVE <br />'' aaPLUOOEO RUN <br />F� <br />THRUST BLOCKS <br />SCALE: N.T.S. <br />PLUGGEDCROSS <br />1I..4AALL THRUST BLOCKS <br />SHALL BEAR AGAINST <br />UNDISTURBED EARTH. <br />warty Ly)ixeo rr <br />2. <br />MARK COVER WITH "ANODE" <br />3' MIN <br />_7FTESTBOARD <br />aE <br />rmw <br />am <br />SEXIST AC <br />1 r <br />i ameu I <br />1 weA i tai <br />r <br />> <br />1 or <br />u <br />biu regal <br />S. <br />COLLAR <br />1! Il <br />FT. HORIZONTALLY <br />� <br />FROM THE NEW 12" <br />GALVANIZED STEEL CORE <br />DIP AND AT AN 1e <br />ELEVATION BELOW THE "' <br />i vruanffi rs i A r <br />32LB STANDARD MAGNESIUM ALLOY <br />NEW 12" PIPE. <br />BASED ON SOIL BEARING VALUE OF 2000 LBS. PER SO. FT. <br />AND WATER PRESSURE OF 225 PSI FORM AS REQUIRED TO <br />KEEP CONCRETE OFF OF MECHANICAL JOINT OR FLANGE BOLTS. <br />VALVE BOX PER W-12 <br />2. <br />MARK COVER WITH "ANODE" <br />3' MIN <br />_7FTESTBOARD <br />AC PPAVEMMENT <br />r.e"MIN..j <br />SEXIST AC <br />1 r <br />" <br />�(1c\/.�L/�/�J, <br />.• <br />CONCRETE ... ., <br />T': <br />S. <br />COLLAR <br />1! Il <br />CL,2 <br />m <br />AGO BASE <br />Uhl <br />Mqw <br />MINIMUM OF 10 FT, <br />CLEAR HORIZONTAL 65 <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 PONDER <br />_�METAL DISC <br />//—GRAPHITE MOLD <br />SLEEVE <br />GRIND STRUCTURE CONNECTION AREA <br />STEP 1. (3"x3") TO BARE SHINY METAL AND CLEAN. <br />LEAD—STEP <br />PROVIDE IS' SLACK <br />2. <br />NOTES: <br />110 ANG 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 />ANODES TOTAL <br />CONDUCTOR <br />2. ANODES SHALL HE <br />EPDXY EPDXY ENCAPSULATION <br />LOCATED AT LEAST 5 <br />SILVER SOLDERED CONNECTION <br />FT. HORIZONTALLY <br />� <br />FROM THE NEW 12" <br />GALVANIZED STEEL CORE <br />DIP AND AT AN 1e <br />ELEVATION BELOW THE "' <br />H <br />`- <br />32LB STANDARD MAGNESIUM ALLOY <br />NEW 12" PIPE. <br />ANODE 20.5x5"a5' <br />3. ANODES SHALL BE <br />LOCATED AT LEAST 10 <br />ANODE BACKFILL <br />75X HYDRATE GYPSUM <br />FT. FROM EACH <br />20X BENTONITE CLAY <br />OTHER. <br />4. ANODES SHALL BE <br />----_"-- " 57f SODIUM SULFATE <br />LOCATED WITH A <br />_.._ i. CLOTH SACK <br />MINIMUM OF 10 FT, <br />CLEAR HORIZONTAL 65 <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 PONDER <br />_�METAL DISC <br />//—GRAPHITE MOLD <br />SLEEVE <br />GRIND STRUCTURE CONNECTION AREA <br />STEP 1. (3"x3") TO BARE SHINY METAL AND CLEAN. <br />LEAD—STEP <br />PROVIDE IS' SLACK <br />2. <br />STRIP INSULATION FROM WIRE ATTACH SLEEVE. <br />C��O <br />ON ALL CABLES TEST LEAD -1 <br />TEST STATION HOUSING DETAR. TEST BOARD DETAILSTEP <br />3. <br />HOLD MOLD FIRMLY WITH OPENING AWAY <br />_ <br />FROM OPERATOR k IGNITE WITH FLINT GUN. <br />CATHODIC PROTECTION TEST STATION HOUSING <br />STEP 4. <br />REMOVE SLAG FROM CONNECTION x _____, <br />� <br />SCALE: N.TS, <br />IL --J <br />STEP rJ. <br />VER CONNECT10N AND COATING <br />SURFACE <br />WITH A BITUMINOUS COMPOUND. <br />t <br />w <br />,a <br />INACTIVE UNE tl/ <br />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 />WELD CAP COPPER <br />MASTIC SLEEVE <br />EXOTHERMIC WELD (TVP.) JOINT BOND CABLE OR <br />PIPELINE CABLE TO TEST STATION <br />(SIZE AS REQ'D)' <br />(8ACKB <br />BOND CALE <br />L <br />ADAPTER/ JOINT <br />18 HMWPE BOND <br />(BLACK) <br />110 HMWPE ANODE CABLE <br />(WHITE) <br />ELBOW <br />15 HMWPE BOND CABLE <br />(BLACK) <br />PUBLIC UTILITIES COO )ISSION <br />CITY AND COUNTY OF SAN FRF. -CISCO (CCSF) <br />LAND ENGINEERII G <br />REVIEWED RFSE AS NOTED <br />AN RESUBMIT <br />REVIEWED CORRECTIONS UWCEPTABLE <br />AS NOTED OR IF p0p�( <br />WPB FACILRIES MO INTEREST AND NT: THIS REVIEW IS ONLY FD06 lLT RDIEYES WITH <br />�pONSOR ENGINEER AND/OR CpNIRICMR F RESPONSIBIUD' <br />N COMPLY WIIN THE OFSNN! REWIREY�SPECIFlCATIONS, <br />CODES/STANWM, WOR CONIRAMMI. OMAR NS. <br />SIGN LATE 8/4/15 <br />P4272 _ <br />RECEIVED <br />MAY 8 2015 <br />SFPUC, Water Supply and Trwment Division <br />Land Engineerin, <br />Page 5 of 5 <br />NOTES, <br />I ALL WIRE CONNECTIONS <br />ANODE SHALL BE MADE BY THE <br />PROCESS SEE D <br />EXOTHERMIC WELD <br />ETAIL 4 <br />2 CONTRACTOR SHALL SEAL <br />BOND WIRE PENETRATION <br />IN POLYETHYLENE WRAP <br />WITH TAPE <br />CUT AND PLUG INACTIVE LINE es TYPICAL EXOTHERMIC WELD4eTYPICAL PIPE FITTING JOINT BONDING ez <br />SCALE, N.T.S. SCALE: N.TS. SCALE: N.T.S. N-1 <br />SCALE MEASURES 3 INCHES ON FULL-SIZE DRAWING — i I M-3 <br />GAPIUC SLUE <br />NM.Y/ � rFEfT <br />i I 1 wR__ arrro wra_ art_I �neri r«r. <br />r _ CITY OF REDWOOD CITY I CARSON RESERVOIR OUTLET PIPE UPGRADE 5 <br />COMMUNITYEGIERI GANDDEVELOPMENT <br />TRANSPORTATTIONENT CATHODIC PROTECTION DETAILS <br />1 1 I I ma_ xwoan paa_ CALIFORNIA <br />W� I 1 L�.•....., .....,, f3 Vii TAJ,s �9..�eU-.�M �7 ...,, <br />j <br />carewmncsra� 1 o.x i seu i emu w avm r.w.a nt .aexowx I- I sxrErs <br />21,841 <br />