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Home My WebLink AboutzW-4032SetPORTION OF THE NW 1 /4 OF THE NW 1 /4 SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF REN TON, STATE OF WASH I N GTON AB STA 5+42-17'L T 440 1-8 X8 X6 TEE FLXMJ 1-6 G FLXMJ --- ---- 430 — _ W (D STA 3+50-52.81 0 1-8"X8"X8" TEE FLXMJ - ' 3-8" GV M✓rr AB »pl W/CONC BLOCKING W 420 EX. GRADE 22 J PROPOSED GRADE71 J Lu � 410 i AB 13LF 8"DI CL52 _ rr = AB STA 3+36, 44.7' L T / AB STA +62 LF 1-8 PLUG TA PED U 8 DI CL52 1-8 45' BEND M✓ 400 a0EX STA 9�91T " " ' " 5•0 T MEM " EX GV (FLXV4 390 LLJ LLJ STA 1+92 1' RT AB = 1-8 45' BEND MJU) ' 0 As LOW POINT ELEV -WICONG BLOCKING PW STA = 0+30 , ' 380 PW ELEV = 353.65 11 " +20 nn' A.D. _ 30. oo' vc STA 0+80.0' 7.2' L T CL52 1-8 22 1 2' BEND MJ LF " _ 370 W/C NC BLOCKING - ABSTA - " " " 1 " 1 ' W 1-8 GV M✓ " W W m m „NFL — 360 — " " 2 350 = — STA 0+68, 17.4 LT AB x x - STA 0+35f, 81 TAB - ;, REMOVE EXISTINGNEW DATUM FJEV —BLOWOFF ASSY, 32fL 8"D/ CL52 34a o0 — CAP EX GONG BLOCK � CONNECT NEW 8 PIPE "� co d' �o to °� co o `� �o ^wl • co Cl 1-8 SLEEVE tj oo 0+00 1 +00 2+00 3+00 4+00 5+00 v AB2LF8L DI ROAD PROF LE o I CL522 LL' 408 LL WATER ASBUILTS 404 400 - • nn% - 7OLF-8"DI CL52 AB- *INFORMATION PROVIDED BY HOLMVIG - -- ILA DEWI TT GALLI ON AND ASSOCIATES 396 -1 1-8"X8XfO�STA6'�E FLXM) ADDRESS: 139 N. PIONEER ST. BUCKLEY, ri >; -WACONC 1-6" GV GLXMJ WA PHONE: (360) 825-6963 RLO&MiG 5" MVO FH ASSEMBLY GONG HLO , �1V-403203 385.00 - m A o 0 o LO CONC. BLOCKING IN COMPLIANCE WITH CITY OF RENTON STANDARDS o 0 o A o �� O N 20 0 10 20 40 0+00 1+00 SCALE: HORIZ 1 "=20" %R B— P R O Fl L E V E R T 1"-10' GRAPHIC SCALE SCALE: 1"=20' A. DIF F WA ` M ,M 1 Pacific En r 11J :y11J r Da�� ! � 03 REVISION PER CITY SURVEYED: SCALE NOTED REVIEWER COMMENTS ON 4/26/21 Pip 4/26/21 GD DESIGNED: . HOPPER HORIZONTAL- AD 1 1988 HORIZONTAL• NAD 1983/1991 CITY 0 F DATE 3-22-2018 SOUND BLDG & DEVELOPMENT, LLC Fl°°B0°"' { y 1 1�1 �0 02 REVISION PER CITY INSPECTOR COMMENTS ON 4/19/21 Pip 4/21 /21 GD ' P. PATEL ONE INCH DATUM _ R E N TO N tl PAGE 21222 132 N D AVE SE DRAWING NO: !'! "I' , Chit Fngir�e+�tir� J s.- s� 01 REVISION AS PER CITY COMMENTS PJP 8/01 /18 JH CHECKED: J. HOPPER AT FULL SCALE Planning/Building/Public Works Dept. KENT, WA 98042 g Ptanning Cvn,rJ�ar1 r ; -1 � A L0� t4%t NO. IF NOT ONE INCH REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY WATER PROFILE SHEU° OF. J. HOPPER 18 24 WATER UTILITY NOTES AND SPECIFICATIONS THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WATER UTILITY. 1. ALL WORK MA TERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. W 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMI TED TO 8. 30 AM TO J. 30 PM ON WEEKDA YS UNLESS OTHERWISE (� APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 0 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. J. ALL LOCATIONS OF EXISTING UTILI TIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA TION SO AS TO A VOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCA TES CALL 48-HOUR LOCA TORS W 800-424-5555. J 4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. J 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL W BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 rr OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND = FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. U 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER d') FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR r A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53- 94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL L u JOINTS) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH W FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING = IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 8. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WA TER OPERA TING PRESSURE OF 200 PSI. GA TE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M. V. 0.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WI TH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WI TH THE NEW SEA TTLE PA TTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS.- OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERA TANG NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEA TTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL. 13. PUMPER CONNECTION TO FACE ROADWA Y ASSEMBL Y. 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING `PIGS"PRIOR TO DISINFECTION. THE `POLY PIGS"SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF `PIG"ONLY. 17. `PIGS"SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICA TIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SA WCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SA WCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHAL T PA TCH SHALL BE PLACED ON THE DA Y OF INITIAL EXCA VA TION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PA TCH. * 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS PORTION OF THE NW 1 /4 OF THE NW 1 /4 SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, CITY OF RENTON, STATE OF WASH I N GTON FIRE 14YDRANT SH"t BIE COREY-TYP£ EQUAL TO KIWA F-5110 ui- 004wREs''SWm TYPE SUCH AS CLOw 1AEDALLKN+. M & 1H 924, MuELLER SURER CENTuRiON W. AND *ATEROUS PACER MATH 5' mECHAmmI JOIN T IlNLE T 1I TH LUGS, 5--1/4* MAIN VALVE OPENING TWO 2-1/2' HOSE CONNECTIONS NATIONAL SYANDARD THREADS_ 4- PUMPER CONNECTION PITY OF SEATTL.E THREADS 0114 A STORZ ADAPTOR, 4.675" SEATTLE THWAD X 5" STORZ. ATTACHED KITH T/tl" STAINLi55 STEEL CARLE 1-1/4" PENTAC,QN OPERATING NUT FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT- KEL4Y-MO0RE/PQ[SEFIvAT1vE PAINT No 57W-5&3 Orm ACRYLIC GLOSS. SAFETY YELLOW 001 APPROVED EQUAL PUMPER CO►AIECrON TO FACE RWWAV OR AS DIRECTED BY RENFDN FIRE DCPARIWF-4T. FIRE HYDRANT EXTENSION 10 BE USED IF REQUIRED, ::QNCRETE -HRUST BLOCK 16" x B" x 4' MININUM CONCRETE BEARING BLOCK UNDER HYDRANT CUT MIN. t$" TO 20' BEHIND BACX Cr CURB OR If BEHIND BACK Or SIDEWALK THAT IS ADJACENT TO CURB 4.875" x 5' 57GRZ 5'x5'm5" THICK CONCRETE PAD AROUND HYDRANT FINISH TO MATCH 51D"AL11 EXPANSION JOINT AT BACK OF SIDEWALK ,rCONCRETE SIDEwALA IIII / OR PLANTING STRIP r! TWO-PWZE CAST IRON VAINE 501 WITH MG TYPE CO ER_ EQUAL TO OLYMPIC FOUNDRY STAilDAR8 r TOP SECTION YNLTH RECULAW SECTION LENGTH TO FIT. VALVE 14UT EXTEH As REQLNKO. RAISED PAVEMENT MARKER TYPE 6E-A 57IMSCNI7E TYPO-WAV BLUE REFLECTIVE 36' MIN co CONCRETE BLOCKINC, MAIN LINE TEE NTH 6- FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED. LENCTH TO F.- 2-3/4' LOR-TEN STEEL nE RODS. 1/2 YARD OF 1-1/4' WASHED DRAIN ROCK 1' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL FIRE HYDRANT ASaEMULY LEVEL. ALL GROUND MIN 3' RADIUS PUBLIC WORKS DEPARTMENT ONE MAN ROCK - I 4 I 6' CONCRETE PAD LEVEL ALL GROUND MIN 3RADIUS S" CONCRETE PAD FILL HYDRANT I OCA.TICN IN CUT OR FILL FIRE HYDRANT ASSEMBLY STD.P 310.1 WARC 1I 2010 MARKER MARKER '..! LANE ROAD OFFSET MARKER TO INDICATE WHICH SIRE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LINE) MARKER FOUR LANE ROAD OFFSET MARKER To INDICATE WHICH 51DE DF $TREET HYDRANT F5 ON (4" FROM DOTS OR PAINTED LANE DIVIDER) f RAISED PAVMENT MARKER TYPE; 86 AB STIMSONITE rWO-WAY (BLUE) MARKER t ON SIDL :4EE I VHERE THE HYDRANT IS MTHIN 20' OF A MAIN TRAVELED STREET, THE MARKER $5 TO 13E INSTALLED ON THAT MAIN STREET V PKrP I . FIVE LANE ROAD 0 1 MARKER To INDICATE WHICH 510E OF STREET HYDRANT 15 ON (4" FROM DOTS OR PAINTED LANE DIVIDER) PUBLIC WORKS � HYDRANT MARKER LAYOUT DEPARTMENT STD. PLAN - 310.3 MARCH 2010 W.M. 1s".24' PLASTIC METER BOX EQUAL TO MO -STATES PLASTIC. NC. BCF SERIES MSBCF 1324-18 WITH 1.75'' THICK DucnLE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC MSCOC-1324-R WITH READER LID AND 2' DRILLED HOLE -OR TOUCHREAD PIT LIT} (SEE DETAIL A -A) .5C,' MIN COVER 1 NEW DUCTILE v RONWATERMAIN rxl 9' MIN 12" MAX FINISH GRADE: x ry .d D C1T► PIPIKG PRrwA PV1NG IIN UNIMPROVED m'uHT OF IAAY INSTALL METER &0X AT PROPERTY LANE WITH 12' r a LONG COPPER TAILPIECE. 9 I d SIDE WALK a + 71 TOUCHREAD WATER � 19 WETER TO BE SUPPLIED BY THE 7r .. y CITY TYPE 'K" SOFT COPPER TUBING 5 c ^ IF 5ERVICE LINE TO HOUSE IS �3jA"ICI 1" TO BE INSTALLED IN THE FUTURE GALVANIZE- INSTALL FORD C14-33 OR 44 FIPT PLUG x COMPRESSION COUPLING 4_ 00P DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER F SERVICE LINE TO METER. V8H72-15W-4 -BRASS; 21-215WCCQ33. OR MUELLER. 3 - -2 WITH ANGLE B T ANI K VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD CCPPERSETTER FOR I" MFTERFORD VSH72-15W-44- 44G, OR TAPERED THREAD (CC). ❑LACK .IOINT MCDONALD BRA55., 21-415WCD044. OR MUELLER: 1-0--2470-2 (3/4" FBIO00-3-0) DR AY MCOONALD 47018 BOTH INLET AND OUTLET WITH QUICK JOINT. PAD-0cx WNCS ON (1" F81DOO-4-0) OR AY MCRONALD 47018 INLET ANGLE BALI VALVE AND SINGLE CHECK VALVE ON OUTLET, ALL FITTINGS SHALL BE WITH QUICK JOINT. MOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRDN EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIRES OF WTCR BcS A A - DRILL 2' DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L A 2-1/2" MIN. FROM NEAREST AND FRONT EDGE of PIT LID f T P CAL RM 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. PUBLIC WORKSV WATER SERVICE SM. pi"- W0.1 DEPARTMENT NOV1;3d13EI2 ZOOS EXISTING TEE, DEAD END LIN '50 NOT DISTURB BLOCKING TESTING DETAIL WATER LINE vERTiCAL CROSS (MJxFL) FOR POLYPIGGING 1-BLIND FLANGE ON TOP WITH 2-TAP & 2"PLUG 1-BLIN❑ FLANGE ON BOTTOM 1-PLUG(MJ) W/2"TAP & 2" BLOW -OFF TEMP. BLOCK FINAL CONNECTION DETAI NEW WATER LINE EXIST- WATER LINE '- AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT TC EXISTING WATER LINE WITH SLEEVE (MJ) AND D.I. SPOOLS FINAL CONNECTION BY CITY FORCES .I��• 13LIBLIC WORIKS DEPARTMENT CONNECTION TO WATER MAIN STD• FLAN - 300.5 EXISTING TEE OR END LINE CAP ;<lAfiC'f1 2010 {ij TEMPORARY 2" GALVANIZED PIPE AND 2" GATE VALVE FINISHED GRADE ELEVATION -Rv.cY.Sv�[�hti/�\'/.Y�LYF•7-- - `t. ":.- - 114STALL 2" PLUG CAN TOP BLIND FLANGE 3 FT MIN. COVER (10I-INCH DIAMETER AND UNDER) AFTER REMOVAL OF POLYPIG 4 FT MIN. COVER (12-INCH DIAMETER AND OVER) NEW WATER MAIN PGLYPIG �Q VERTICAL CROSS FOR POLYPIGGING STATION '::2E OF VERTICAL CROSS SHALL BE THE SAME AS SQE OF 3ANN LINE VERTICAL CROSS (MJ X FL) (INC BLIND FLJWC+E ON TOP OF CROSS WITH 2" TAP 6i 2' 1EMPORAM GLOW -OFF ASSEMBLY (REMOVE BLOW -OFF ASSE40OLY AND INSTALL 2" PLUG AFTER REMOVAL DF CLEANING 'POLY -PIG") '14E BLIND FLIJNGE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND POLYPICS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE G,SINFECTION OF NEW WATER MAIN �j f'L'BLIC WORKS POLY PIG STATION FOR CLEANING OF P1AN - 300'$ DEPARTMENT WATER MAINS ATAI2i'll ?plU W-403204 ASBUILTS IN COMPLIANCE WITH CITY OF RENTON STANDARDS A.D/F Pacific Ear, 1.�.��11�� °E w SURVEYED: SCALE,NOTED IZ NAw 19� CHRISTELLE RIDGE �� HORIZONTAL NAD 1983/11i91 CITY 0 F 3-22-2018 D�� , f�1 zDESIGNED:J. HOPPER � RENTON SOUND BLDG & DEVELOPMENT, LLC I,f -J / / / / P. PATEL 21222 132 N D AVE SE PAGE NO: 02 REVISION AS PER CITY COMMENTS ON 09 05 18 PJP 9 12 18 JH ONE INCH DATUM Civil Fn ir1N��1r�s s..= 1 REVISION AS PER CITY COMMENTS ON 06/18/18 PJP 8/01/18 JH CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. KENT WA 98042 J J. HOPPER IF NOT ONE INCH P 1 19 - Planning Can ultafi-ti. A L NO. REVISION BY DATE APPR SCALE ACCORDINGLYSHE, OF, c,rr. 01t4YL't J. HOPPER WATER DETAILS AND NOTES 19 24