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Home My WebLink AboutW-365304WATER UTILITY - GENERAL NOTES WATER PLAN GENERAL NOTES PORTION OF NE 1/4 OF SEC 16, T 23 N, R 5 E., E.M. 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECAFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE — CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1 -800- 424 -5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON —SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH —ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FmINGS SHALL BE CLASS 250 AS PER ANSI /AWWA CIIO/A21.10 -82. ALL DUCTILE IRON PIPE AND FmINGS SHALL BE WRAPPED WITH 8 —MIL BLACK, TUBE —TYPE, POLYETHYLENE PLASTIC PER AWWA CI05 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF IQ —INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12 —INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE —HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MOD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA —LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW —OFF ASSEMBLIES, AND THRUST RESTRAINT /BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET —TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM— PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. TESTING DETAIL TAPPING GA VALVE VERTICAL FLANGE ON 70 FOR PQYPIGGING TAPPING GATE VALVE (FL XMJ) t -STUB RANGE ON TOP MYTH 2' TAP AND Z PLUG TEMPORARY PLUG -OF WS 2 -INCH TAP i_BLIND FLANGE 2" BOTTOM AND CON 2 -INCH BLOW -OFF ASSEMBLY T- PLUG(RY NOT 2 "TAP & 2" BLOW -OFF CONCRETE BLOCKING TEMPORARY BLOCK a W FINAL CONNECTION DETAIL --IT IC� NEW D.I. WATER LIKE \�(AFTER ALL �CLEANING �By POLYPIG. PRESSURE TESTING AND DISINFECTI REMOVE TEMPORAT BLOCK & BLOW -OFF AND CONNECT TO VALVE NTH 0.1. SLEEVE (NJ) & D.I. SPOOLS FINAL CONNECTIDN BY CITY FORCES NOTES: 1. TAPPING TEES SHALL BE MADE OF CAST IRON. DUCTILE IRON OR EPDXY COATED STEEL. BOLTS AND NUTS $HAL BE OCR -TEN. ALL TEES AND VALVES SHALL BE WATER TESTED BEFORE TAP 2. NO SIZE ON SIZE TAPS ON CAST -IRON WATER LINES, TAP SHALL BE AT LEAST T SMALLER DIAMETER THAN THE EXISTING MAIN. 3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE 4. WET- TAPPING OF EXISTING CITY OF REM70N WATER MAINS WILL BE DONE BY SPEER TAP OR SUPERIOR TAPPING INC. 5. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT CE THE EXISTING STUB. 6. CITY FOR WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE WIN D.I. SLEEVE AND YL SPOOF_ 13'.24" PLASTIC METER BOX EQUAL TO MID- STATES PLASTIC, INC. SCE SERIES MSBCF 1324 -18 WTH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID- STATES PLASTICS. INC. MSCBC- 1324 -R NTH READER LID AND 2' DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) -- NEW 9" MIN 12" MA FINISH GRADE. EE4 36' MIN COVER -.n° 22 -1/2' IF SERVICE LINE TO HOUSE IS TO BE INSTALLED IN THE FILTERS LL FORD TO A -33 OR 44 MET x COMPRESSION COUPLING SLOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER {'OpAFRCT FORD SERVICE LINE TO METER. EVE 12- 15W- 44` } }Gc OR RECONALD BRASS: 21- 215WCC033, OR MUELLER: 3/4- B- 2410 -2 11 ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET TAPERED STOP C). BALL VALVE. FORD COppFgSRTFR FOR R FORD VR MUELLER: 1-B-2470-2 OR TAPERED THREAD (CC), AT JOINT SOFT INLET BAND 21-415 TH QUI, OR MUE'_LER: CK WAGS O (3/4' F81000 -3 -0) OR nY MOTNALD 4 41018 BOTH INLET ABA OUTLET WTH SICK JOINT. PADLOCK WAGS ON (Y GBt000 -4 -0) OR AT MCpONALD g01B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON BURET, ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED WTHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST -IRON EQUAL TO OLYMPIC FOUNDARY, EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES 0. METER BOX. A A NOTE THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB, RILL 2" DIA, HOLE FOR AMR (AUTOMATIC IETER READ) TOJCHREAD DEVICE 2 -112' MIN, FROM NEAREST AND FRONT EDGE OF PIT TD PUBLIC WORKS CONNECTION TO WATER MAIN WITH PUBLIC WORKS SID. PLAN - 900.1 O 3/a AND 1" WATER SERVICE SAD. PLAN - 920.1 � DEPARTMENT TAPPING TEE & VALVE DEPARTMENT MARCH 2010 NOVEMBER 2009 1 PLAN VIEW A FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 OR L ' DOMPRES510N TYPE SUCH AS CLOW MEDALLION; M & H 929. MUELLER SUPER CENTURION SEE, AND WAIEROUS PACER W'TH C MECHANICAL. WARR —J JOINT INLET WTH LUGS. 5 -1/4" MAIN VALVE 0 ?ENIn'G. TWO 2 -1 /4- ` HOSE CONNECTIONS NATIONAL STANDARD THREADS, 4' PUMPER �� // CONNECTON CITY OF SEATTLE THREADS NTH A STORZ ADAPTOR, VALVE BOX LID WITH 4.875" SEATTLE THREAD x s' STOOD, ATTACHED WITH 1/8" STAINLESS EARS IN DIRECTION OF PENTAGON 2' SQUARE STEEL NASCEN T -1/4" COS OF OPERATING NUT, FIRE HYDRANT TO WATER MAIN AND WORD OPERATING NUT BE PAINTED NTH Two COATS OF PAINT. KELLY- MOORELOW O RVanvE "WATER" CAST INTO IT PAINT NE, EQUAL 5780-553 DTM ACRYJC CONNECTION GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION FIRE FACE ROADWAY EXTENSION 12' MIN, DIRECTED BY REWIRED. FIRE DEPARTMENT. FIRE HYCRANi E%TENSDN TO IS, MAX, BE USED IF REWIRED. 4" CONCRETE COLLAR FOR 12, VALVES IN PAVED AREAS 4 -1/4" Elk 1/8' MIN. THICKNESS I MIN, 18" TO 20" BEHIND BACK OF SEE DETAI•_ �— 2 PIECE CAST IRON VALVE 'IN cR 1a" BEHIND BACK of BOX, RICH - SEATTLE TYPE 3' SIDEWALK THAT IS ADJACENT TO OR OLYMPIC FOUNDRY 1" STEEL ?575 LENGTH AS REQUIRED 4.6]s" x S STORE TWO -PIECE CAST IRON VALVE BOX WITH LUG 'x5'.6" THICK CONCRETE PAO AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. 1/8" MIN, THICKNESS v HYDRANT. FINISH TO MATCH SIDEWALK. STANDARD B" TOP SECTION NTH REGULAR BASE / EXPAN510N JOINT AT SECTION ,LENGTH TO FIT. VALVE NUT EXTENSION 2 -1/4" INSIDE MEASUREMENT p, BACK OF SIDEWALK AS REQUIRED. /'CONCRETE SIDEWALK 2 -T /4" DEPTH �- / OR PLANTING STRIP //— RAISED PAV'EMEN: MARKER FE 88 -A 1: / STIMSONITE 1W0 -WAY BLUE REFLECTIVE VALVE OPERATING NUT SECTION A -A EXTENSION ^ 36' MIN ` COVER CONCRETE BLOCKING I N 0", CONCRETE THRUST BLOCK MAIN LINE TEE NTH 6" FLANGE SIDE OUTLET. 3� 6" GATE VALVE (FL X NJ) ANION C -509, RESILIENT SEAT VALVE OPERATION NOT EXTENSION NOTE' 3/q 6- DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2 -3/4' COR -TEN STEEL TIE RODS, EXTENSIONS ARE REQUIRED WHEN VALVE NUT 16' . B" . a' MRJwu CONCRE TE BEARING M 112 YARD of 1 -1/4" WASHED DRAIN ROCK IS MORE THAN THREE (3) FEET BELOW 3" BLOa uI+DER HroRANi 1' ABOVE BOOT FLANGE. PLACE B MIL FINISHED GRADE. EXTENSIONS ARE TO BE A 38" MIN. POLYETHYLENE FILM AROUND TOP AND SIDES of MINIMUM. OF ONE (1) FOOT LONG. ONLY ONE WIDTH GRAVEL. EXTENSION TO BE USED PER VALVE. WHITE POST NOTE: ALL EXTENSIONS ARE TO BE MADE FIRE HYDRANT ASSEMBLY OF STEEL, SIZED AS NOTED, AND PAINTED ri WITH TWO COATS OF METAL PAINT. - LEVEL ALL GROUND LEVEL ALL GROUND 24° MIN 3� RADIUS MIN }' RADIUS VALVE MARKER NOTES' VALVE MARKERS SHALL BE EQUAL t ONE MAN ROCK TO CARSONITE UTILITY MARKER �6 1 1 VALVE MARKER POST TO BE USED FOR ALL VALVE MARKER POST �B" CONCRETE PAD 5� l `6" CONCRETE Pao MAIN LINE VALVES OUTSIDE PAVED AREAS CUT FILL HYDRANT LOCATION IN CUT OR FILL PUBLIC WORKS VALVE BOX, MARKER &OPERATING SME PLAN - 990.1 PUBLIC WORKS FIRE HYDRANT ASSEMBLY SID. PLAN - 910.1 ' � 4 DEPARTMENT DEPARTMENT NUT EXTENSION MARCH 2010 MARCH 2010 0 Z v! cp O W mcZ Q 31 Bh a g Q W- 365304 ilk 0 O 1 1 O. 11 f �B4'lU ��cc1,, Ai /!1 70NAL V" 1 - Ld /W o "AS— BUILT" NOTE: "AS- BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOLIMA ENGINEERS AND w c' INFORMATION SUPPLIED BY CONTRACTOR. N LLJ ELI ^ V —I J RECOMMENDED FOR APPROVAL BY DATE BY DATE BY DATE BY DATE BY DATE Al%' W- 36p S`30'--/ ti C OC zh H y > C HA r ' N 0 N CO zowoK x zED HIS / f� a V� X W CITY A,, _PP N 'JI IN UNIMPROVED RIGHT OF WAY INSTALL METER BOX AT PROPERTY LINE WITH 12•• r. w LONG COPPER TAILPIECE ¢.. ¢ I SIDEWALK TOUCHREAD WATER FCITY METER TO BE 12•, SUPPLIED BY THE "H" j TYPE SOFT ° COPPER TUBING -- _ N IF SERVICE LINE TO HOUSE IS TO BE INSTALLED IN THE FILTERS LL FORD TO A -33 OR 44 MET x COMPRESSION COUPLING SLOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER {'OpAFRCT FORD SERVICE LINE TO METER. EVE 12- 15W- 44` } }Gc OR RECONALD BRASS: 21- 215WCC033, OR MUELLER: 3/4- B- 2410 -2 11 ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET TAPERED STOP C). BALL VALVE. FORD COppFgSRTFR FOR R FORD VR MUELLER: 1-B-2470-2 OR TAPERED THREAD (CC), AT JOINT SOFT INLET BAND 21-415 TH QUI, OR MUE'_LER: CK WAGS O (3/4' F81000 -3 -0) OR nY MOTNALD 4 41018 BOTH INLET ABA OUTLET WTH SICK JOINT. PADLOCK WAGS ON (Y GBt000 -4 -0) OR AT MCpONALD g01B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON BURET, ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED WTHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST -IRON EQUAL TO OLYMPIC FOUNDARY, EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES 0. METER BOX. A A NOTE THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB, RILL 2" DIA, HOLE FOR AMR (AUTOMATIC IETER READ) TOJCHREAD DEVICE 2 -112' MIN, FROM NEAREST AND FRONT EDGE OF PIT TD PUBLIC WORKS CONNECTION TO WATER MAIN WITH PUBLIC WORKS SID. PLAN - 900.1 O 3/a AND 1" WATER SERVICE SAD. PLAN - 920.1 � DEPARTMENT TAPPING TEE & VALVE DEPARTMENT MARCH 2010 NOVEMBER 2009 1 PLAN VIEW A FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 OR L ' DOMPRES510N TYPE SUCH AS CLOW MEDALLION; M & H 929. MUELLER SUPER CENTURION SEE, AND WAIEROUS PACER W'TH C MECHANICAL. WARR —J JOINT INLET WTH LUGS. 5 -1/4" MAIN VALVE 0 ?ENIn'G. TWO 2 -1 /4- ` HOSE CONNECTIONS NATIONAL STANDARD THREADS, 4' PUMPER �� // CONNECTON CITY OF SEATTLE THREADS NTH A STORZ ADAPTOR, VALVE BOX LID WITH 4.875" SEATTLE THREAD x s' STOOD, ATTACHED WITH 1/8" STAINLESS EARS IN DIRECTION OF PENTAGON 2' SQUARE STEEL NASCEN T -1/4" COS OF OPERATING NUT, FIRE HYDRANT TO WATER MAIN AND WORD OPERATING NUT BE PAINTED NTH Two COATS OF PAINT. KELLY- MOORELOW O RVanvE "WATER" CAST INTO IT PAINT NE, EQUAL 5780-553 DTM ACRYJC CONNECTION GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION FIRE FACE ROADWAY EXTENSION 12' MIN, DIRECTED BY REWIRED. FIRE DEPARTMENT. FIRE HYCRANi E%TENSDN TO IS, MAX, BE USED IF REWIRED. 4" CONCRETE COLLAR FOR 12, VALVES IN PAVED AREAS 4 -1/4" Elk 1/8' MIN. THICKNESS I MIN, 18" TO 20" BEHIND BACK OF SEE DETAI•_ �— 2 PIECE CAST IRON VALVE 'IN cR 1a" BEHIND BACK of BOX, RICH - SEATTLE TYPE 3' SIDEWALK THAT IS ADJACENT TO OR OLYMPIC FOUNDRY 1" STEEL ?575 LENGTH AS REQUIRED 4.6]s" x S STORE TWO -PIECE CAST IRON VALVE BOX WITH LUG 'x5'.6" THICK CONCRETE PAO AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. 1/8" MIN, THICKNESS v HYDRANT. FINISH TO MATCH SIDEWALK. STANDARD B" TOP SECTION NTH REGULAR BASE / EXPAN510N JOINT AT SECTION ,LENGTH TO FIT. VALVE NUT EXTENSION 2 -1/4" INSIDE MEASUREMENT p, BACK OF SIDEWALK AS REQUIRED. /'CONCRETE SIDEWALK 2 -T /4" DEPTH �- / OR PLANTING STRIP //— RAISED PAV'EMEN: MARKER FE 88 -A 1: / STIMSONITE 1W0 -WAY BLUE REFLECTIVE VALVE OPERATING NUT SECTION A -A EXTENSION ^ 36' MIN ` COVER CONCRETE BLOCKING I N 0", CONCRETE THRUST BLOCK MAIN LINE TEE NTH 6" FLANGE SIDE OUTLET. 3� 6" GATE VALVE (FL X NJ) ANION C -509, RESILIENT SEAT VALVE OPERATION NOT EXTENSION NOTE' 3/q 6- DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2 -3/4' COR -TEN STEEL TIE RODS, EXTENSIONS ARE REQUIRED WHEN VALVE NUT 16' . B" . a' MRJwu CONCRE TE BEARING M 112 YARD of 1 -1/4" WASHED DRAIN ROCK IS MORE THAN THREE (3) FEET BELOW 3" BLOa uI+DER HroRANi 1' ABOVE BOOT FLANGE. PLACE B MIL FINISHED GRADE. EXTENSIONS ARE TO BE A 38" MIN. POLYETHYLENE FILM AROUND TOP AND SIDES of MINIMUM. OF ONE (1) FOOT LONG. ONLY ONE WIDTH GRAVEL. EXTENSION TO BE USED PER VALVE. WHITE POST NOTE: ALL EXTENSIONS ARE TO BE MADE FIRE HYDRANT ASSEMBLY OF STEEL, SIZED AS NOTED, AND PAINTED ri WITH TWO COATS OF METAL PAINT. - LEVEL ALL GROUND LEVEL ALL GROUND 24° MIN 3� RADIUS MIN }' RADIUS VALVE MARKER NOTES' VALVE MARKERS SHALL BE EQUAL t ONE MAN ROCK TO CARSONITE UTILITY MARKER �6 1 1 VALVE MARKER POST TO BE USED FOR ALL VALVE MARKER POST �B" CONCRETE PAD 5� l `6" CONCRETE Pao MAIN LINE VALVES OUTSIDE PAVED AREAS CUT FILL HYDRANT LOCATION IN CUT OR FILL PUBLIC WORKS VALVE BOX, MARKER &OPERATING SME PLAN - 990.1 PUBLIC WORKS FIRE HYDRANT ASSEMBLY SID. PLAN - 910.1 ' � 4 DEPARTMENT DEPARTMENT NUT EXTENSION MARCH 2010 MARCH 2010 0 Z v! cp O W mcZ Q 31 Bh a g Q W- 365304 ilk 0 O 1 1 O. 11 f �B4'lU ��cc1,, Ai /!1 70NAL V" 1 - Ld /W o "AS— BUILT" NOTE: "AS- BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOLIMA ENGINEERS AND w c' INFORMATION SUPPLIED BY CONTRACTOR. N LLJ ELI ^ V —I J RECOMMENDED FOR APPROVAL BY DATE BY DATE BY DATE BY DATE BY DATE Al%' W- 36p S`30'--/ ti C OC zh H y > C HA r ' N 0 N CO zowoK x zED HIS / f� a V� X W