The URL can be used to link to this page

Home My WebLink AboutR-421228I— LL W I^..L O r n z rr V \a N / O O O AS-BUILTS WATER NOTES AND DETAILS OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. � CITY OF RENTON, KING COUNTY, WASHINGTON WATER PLAN GENERAL NOTES Standard Plan No.3W 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CFTY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, 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 FORTHE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CLTY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESSCLASS 52 PERAWWAC 151AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C11O/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINLSHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 4B 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 MANUFACTURERS SPECIFICATION FOR SIZE OF PIPE USED. ALLTRENCH 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 P5I PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE UNE 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 TD 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 PERFORMS THE CONNECTION TOTHE EXISTING WATER SYSTEM, THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. PUBLIC WORKS STD. Pi" — 800.0 DEPARTMENT WATER PLAN GENERAL NOTES MARCH 2010 EXISTING WATER MAIN TESTING CONNECTION POLYPIG STATION PER STD PLAN 300.6 (1) VE RTICA L C ROSS (MJ x F L) (II BLIND FLANGE ON TOP WITH Z" TAP AND 2" PLUG (1) BLIND FLANGE ON BOTTOM (1) PLUG (MJ) WITH 2"TAP AND TEMPORARY BLOW -OFF ASSEMBLY WITH TEMPORARY THRUST BLOCKING I a 4 ■ ❑ j o` gi to NEW DI WATER MAIN T TEMPORARY BLOCKING CONNECTION TO EXISTING MAIN (BY LICENSED WET TAP CONTRACTOR) 3 x iD (1) TAPPING TEE (MJxFL) PER STD PLAN 300.6 MIN III TAPPING GATE VALVE IFLxMJ) (1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY 1 WITH CONCRETE THRUST BLOCKING PER STD PLAN 330.1 FINAL CONNECTION UPON COMPLETION OF POLYP IGGING, HYDROSTATICTESTING, AND D151NFECTION, REMOVE TEMPORARY THRUST BLOCKING ANDTEMPORARY BLOW -OFF ASSEMBLIES FINAL CONNECTION (SY CITY FORCES) (2) DI SPOOLS (1) DI SLEEVE (MJ) 4 di � � � •�F�❑ � I {_I ®J.' I�' NEW DI WATER MAIN I PPP�ePP 99�e�;�f�( a' STD. PLAN 300.5 PUBLICW("KS CONNECTION TO WATER MAIN vPPaovED DEPARTMENT TAPPING TEE AND VALVE DATE DATUM FBENCHMARK„ FOUND BRASS DOME IN MONUMENT IN MONUMENT IN CASE MARK I ,BRASS C WITH XAT DISC 116TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH 'T 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0. NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 FINISHED GRADE 9" TO 12" 24" 70 30" a 22 Yj° MAIN — LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN SERVICE LINE TO METER MATERIALS �I INUNIMPROVEDROW, zl w� INSTALL METER BOX w. CITY I PRIVATE p • AT PROPERTY LINE WITH p • �— —� a 1" COPPER TAILPIECE Q. PI PING PIPING I . I . I �SIDEWALK I I -- 1+12"� ^ li 21" TO 30" I s 1" BALL CORPORATION STOP WITH BALL VALVE, AWWA TAPERED THREAD (CC) INLET, QUICK JOINT OUTLET, O A CORPORATION 570P FORD FB1000-4-Q-NL OR A.Y. MCDONALD 74701BQ TUBING 1" TYPE "K" SOFT COPPER TUBING 1" SETTER, QUICK JOINT INLETAND OUTLET, PADLOCK WINGS ON INLET ANGLE BALL VALVE, SINGLE CHECK OC METER SETTER VALVE ON OUTLET, FORD VBH74.15W-44.44-Q-N L, A.Y. MCDONALD 721.415WCQQ44, OR MUELLER B-24701-6AN, INSTALL CENTERED AND SQUARED IN METER BOX, PROVIDE ADAPTERS FOR 5/8"x3/4" METERS a WATER METER AMI WATER METER WITH RADIO AND BATTERY UNIT, TO BE PROVIDED BY THE CITY OE METER BOX METER BOX, ARMORCASTA6001946PCX38, WITH METER BOX LID, ARMORCA5TA6001969RCI-H7, TO READ "RENTON WATER" (F COUPLER AND PLUG COUPLER (PACK JOINT x PACK JOINT), FORD C4#-4#-Q-NL, WITH 1" GALVANIZED PLUG IF SERVICE LINE TO PROPERTY IS TO BE INSTALLED IN THE FUTURE a GRAVEL 1 VI" WASHED GRAVEL STD. PLAN - 3ZO.1 PUBLIC WORKS I 1" WATER SERVICE DEPARTMENT RECORD DRAWINGS AS BUILT RK 5/4/22 BJT SURVEYED. REVISION PER COMMENTS DATED 6 30 23 RK 7/7/23 BJT DUM RK WAINN. RK cHE BJT REVISION BY DATE APPR APPROV BJT DATE N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NOTES: 1, FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF SAFETY YELLOW DTM ACRYLIC GLOSS OR ENAMEL PAINT. 2. PUMPER NOZZLE TO FACE ROADWAY OR AS DIRECTED BY RRFA. 3. A MINIMUM 3' RADIUS UNOBSTRUCTED WORKING AREA SHALL BE PROVIDED AROUND THE OUTSIDE OF THE HYDRANT. O A HYDRANT B TEE VALVE CO Q VALVE BOX EO PIPE OJOINT RESTRAINT Q GRAVEL HO CONCRETE BLOCK 0 BLOCKING JO SHEAR BLOCK PAVEMENTMARKER COMPRESSION TYPE HYDRANT (SEE APPROVED MATERIALS LIST) WITH 6" MJ INLET WITH LUGS, 5 Y4" MVO, 1 %" PENTAGON OPERATING NUT, TWO (2) 2 X" NST HOSE NOZZLES, AND 4.87S" SST PUMPER NOZZLE EQUIPPED WITH 5" STORZ ADAPTER AND 1/8" STAINLESS STEEL CABLE, WITH EXTENSION IF NECESSARY. MAIN LINE TEE WITH 6" FLANGE 51DE OUTLET 6" GATE VALVE (FLxMJ) VALVE BOX AND LID PER STO PLAN 330.7 CLASS 52 DI, LENGTH TO FIT MECHANICALJOINT RESTRAINT OR (2) 3/4" CORTEN STEEL TIE RODS FOR DISTANCES OVER ONE PIPE LENGTH 1 X" WASHED DRAIN ROCK, MINIMUM V ABOVE BOOT FLANGE WITH 3-MIL POLYETHYLENE SHEETING AROUND TOP AND SIDES OF GRAVEL MINIMUM 16"x8"x4" CONCRETE BLOCKS UNDER FIRE HYDRANT AN D GATE VALVE CONCRETE BLOCKING PER STD PLAN 330.1 4'x4'x6" CONCRETE SHEAR BLOCK AROUND FIRE HYDRANT WITH EXPANSION JOINT AT BACK OF SIDEWALK, FINISH TO MATCH SIDEWALK, ALL CONCRETE SHALL BE MINIMUM 3,000 PSI AND SHALL BE MECHANICALLY MIXED -JOB SITE MIXING, HAND -MIXED CONCRETE, AND MOBILE CONCRETE MIXERS ARE NOT ALLOWED. BLUE REFLECTIVE PAVEMENT MARKER PER STD PLAN 310.3 PUBLIC WORKS I FIRE HYDRANT ASSEMBLY �:. DEPARTMENT VOUIC- _ NAYD I HORIZONTAL• NAD 1910 1991 DATU M CALL BEFORE YOU DIG: 1-800-424-5555 AoRtIL CITY OF RENTON Planning/Building/Public Works Dept. STD. PLAN - 310.1 QATF. CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. A �20' 00241, �� s STERN Slo L ECG 7/ 7/2023 V E V rL 4 ul 7 •� o b. C W c � N M a000N m Lo v c� O LO 4-7 N N / W U � r Y R-421228 � W-421204 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS-BUILTS WATER NOTES AND DETAILS VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 O Lo T O O T N T �� 6LJ rr W 0- co OM T � N z %� ` DATE 7/7/2023 m ZJ 0 FlELDB001C PACE: Q J uj DRAWING NO: U m SIEET: 28 L}V