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HomeMy WebLinkAboutzW-4083Set00 C`7 O 00 I CV c:) � w W 30.14' of 12" PVC @ 0.00% 17.89' of 12" PVC © 0.00% 17' 0.6% 1 1.58- of 12" PVC 29' 1.0% 32 61' of 12" PVC o Terra Vista N I X/ Consulting Engineers ,3204 SMOI(EY POINT OR, 1207 ARLINGTON, WA 9822J -T60-691-9272 KW 17-RRAWS714NWOOM OP- -- A, I IL I Al 08/06/2024 11121MVII1IM1111 3VIrInI REVISION ---S-----S--- SD SD 6' CHAINLINK FENCE SITE DEMOLITION -PLAN SCALE: 1 " = 20' BY I DATE SURVEYED: GEODETIC SURVEYING SERVICE DESIGNED: S P DRAWN: S P CHECKED. S P � v e' WOOD CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) SCALE: AS INDICATED HORIZONTAL: NAD 19CAL, NAVD 83%1991 CITY OF ON DRAWING RENTON • ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 1463 LF 7 ROWS OF 35" X 24" CS —ARCH PIPE 2 X 1 /2", SUBBASIN #1 1036 LF 7 ROWS OF 35" X 24" CS —ARCH PIPE 2 2/3" X 1 /2", SUBBASIN #2 1080 LF 9 ROWS OF 35" X 24" CS —ARCH PIPE 2 2/3" X 1 /2", SUBBASIN #3 861 LF 7 ROWS OF 35" X 24" CS —ARCH PIPE 2 2/3" X 1 /2", SUBBASIN #4 R-408306 W-40830 IN COMPLIANCE WITH CITY OF RENTON STA DARDS �VELOPMENT ENGINEERING Wpfhan Janders 03/19/2020- FIRST UKRAINIAN PENTECOSTAL CHURCH 3811 NE 21 ST ST RENTON, WA 98056 SITE AND COMPOSITE UTILITIES PLAN DATE. 02-25-20 FIELDBOOK: PAGE: C4.0 OF: 8 65 H H 0 c0 T C) 0 T r 0- U rr U Q Cn O U w z w 0— z Q Z_ Q I- V / LL CID TO THE EXISTING MAIN 0 (1) 8" X 6" TAPPING DI TEE ( J X FL)\ \ C)CONNECT AS SHOWN PER COR STD DETAIL WITH (1) 6" GATE VALVE (FL X I MJ) CONNECT TO THE EXISTING Al IN 9 (1) 8" X 6" DI TAPPING TEE (MJ X FL) WITH (1) 8" GATE VALVE \ \ \ # 300.1 WET -TAP AND EXCAVAIE AS SHOWN PER COR STD D AIL (FL X MJ) \\ \ N I TO INSTALL 6" DIP SUPPLY LINE 24 LF 6" DI WATER FH ASSEMBLY IN # 300.1 WET -TAP AND EXC VATE PER COR TYPICAL FIRE HYDRANT PLANTER STRIP TO INSTALL 6" DIP FIRE 36 LF 6" DI WATER \ \ \ j ASSEMBLY STD DETAILS DWG CONCRETE THRUST BLOCK PER COR STD SPRINKLER SYSTEM PER COR \ \ \ `\ #310.1 AS FOLLOW: TYPICAL TRENCH DETAIL STD. CONCRETE THRUST BLOCK PER COR STD' `N0. 330.2 (TYP.) DWG N0. 330.2 DWG #110 AS FOLLOW: \ `\ � BACKFILL TRENCH &RESTORE PAVEMENT PER COR TYPICAL • BACKFILL TRENCH & RESTORE PAVEMENT TRANSVERSE PATCH FOR FLE IBLE PAVEMENT, DWG #110 `\ PER COR TYPICAL TRANSVERSE PATCH FOR G \ -.FLEXIBLE PAVEMENT, DWG #110 6" DCVA ASSEMBLY PER COR STD DETAIL #360.2 DOUBLE DETECTOR -- .............................. ;;;;;;;;; CHECK ASSEMBLY WITH STANDPIPE \ \ -- --_�,P OUTSIDE INSTALLATION \\ \ .............................. —�- .� ,� - - r-. ......... .. OP �� .......... \ - ............................... .... ............. _ . OP �, ..�..... - _ --........... \ ::.:.:.:. �� ................. - - \ W — — \ STA 0+00.04 0.04 -- -s---=S-----S-----S-----S-----S---- -- \\ _-- B `� r \(1)- DI TEE // \\ _ -I-s-- -_ s-----S-- - --. - `\ 8„ X 8„ X 6„ I SD I s �� \ S MJ` X- M_J -X _1tr - S- --- S-1 - - - _ _ - SD SID / r as 1 :�• \ I f,.., r N 63.2 - / n \ I °° I I r I q 6 DI FIRE SERVICE LINE WITH DCVA RISER ROOM FO \ A _--FDC O VAULT INCLUDING FDC AND PIV PER FIRE E PIV MARSHALL REQUIREMENTS TO RISER ROOM / I I CO E/ /REFER TO BREAKDOWN OF DETAILS ON I \ (RI) / / THIS SHEET G WET -TAP EXISTING 8" WATEF 36' 0 6 I PUSH ON DIP W / / O PER STD. PLAN 300.1 APPROVAL:SACONDITION OF CV I D/ B \\6" DI WATER SUPPLY FOR FH \ / I O \STD DETAILS DWG. #310.1 \ FIRE TRUCK TURNING RADII A MINIMUM 18-INCH VERTICAL `r` I LJ /, INSTALL FH SSEMBLY AS FOLLOW: \ O `C) % I I I SEPARATION BETWEEN / I STORM PIPE AND WATER PIPE C 8" X 6" TEE (MJ X FL) INSIDE TURNING RADIUS / \ \ SHALL BE PROVIDED. O • 6" PLUG (MJ) VALVE W (FCONICJBLOCK OUTSIDE TRUCK TURNING RA TYPICAL FOR ALL 5-TURNINC STA 1 +08.81 GUARD F OSTS RADII LOCATIONS + Z OFF 0.00 O EX FIRE LINESHALL REMAIN UNDISTURBED, NORM SEWER BETWEEt EX. MAIN AND THE N W FH ASSEMBLY. CROSSING ( TYP. ) � REMOVE X. 8" WATER SOUTH 0F O NEW FH TEE. I EX 15' WATER LINE / S.F.R• / EASEMENT 67 CEL PUSH �)_N, D J) o REMOVE &\ LVAGE- EX. HYDRANT. \\ ��\\ /// // II / • I = - I E MIN 20' WID._'ACCESS PER FIRE O MARSHALL REQUIREMENTS RELOCATE EX. 2 AND ' 15. 0' 10 3" METERS TO BE IN PUSH ON DIP,WI R LANDSCAPING STRIP AS \\ SHOWN - B C �1 AS A CON N88' 19� 30.00"W RELOCAT METEERS E In 7.51 I / ° \ + FORCES. H 5LLt'HtYH 11= VVH I ttC I 435 \ METER PERMIT WILL BE REQUIRED. I I SOT // I I _-.�; ° ! \� I / I I OFF 0.00 STA 1 + 73 0.18 (11) 6 I�I 5 DEG BEND x V) \ \ I \(MJ MJ X RJ) I \ I \ I C C. BLOCK Up i 2' H H 00 Q J 00 o � I.STA 2+00.3 SS I _ OF USH -ON DIP WI OFF ,0.00 I o U \ o ._ / J \ \ STA 2+80.441 - 1.21 ' \ ! ® I z / Q \ \ 1)e\6 IN 45 DEG ,END / / ~ (MJ X MJ X" RJ) O T TH CONC. BLOC + F ® 433 W-408302 O 3 I �` _ _ C) LU XTEND 6"ll DI FIRE ® IN COMPLIANCE WITH CITY OF RENTON STANDARDS DIP FIRE SPRINKLER EXTENSION PLAN T(:))6 I I I INE TO THE RISER � Z SCALE: 1 " = 20' I I / OOM. INSTALL FLO li DEVELOPMENT ENGINEERING WATER UTILITY LU :0] V / FLANGE & tERMINAT d- ----___ _ UD - - UD Nathan Janders 03/19/2020 agafour 03/19/2020 0- THE LINE P�Tr1^^^ � 435 CALL 811 (2) BUSINESS DAYS - Z BEFORE YOU DIG Q (UNDERGROUND UTILITY z J LOCATIONS ARE APPROXIMATE) — lv�F WASy1 0� Q GPERMIT SUBMITTAL SURVEYED: GEODETIC SURVEYING SCALE: DATE: CC Terra Vista NIX/ �� SERVICE HORIZONTAL- NAD 1983/1991 FIRST UKRAINIAN PENTECOSTAL CHURCH 01-30-20 y DESIGNED: SP AS INDICATED o CITY O F ON DRAWING —wi5� 3811 N E 21 ST ST FlELDBOOK: Consulting Engineers i0 DRAWN: SP RENTON PAGE: 3 �9 ONE INCH RENTON, WA 98056 DRAWING NO: J204 SMO!(EYPO/NTOR, 1207 f� �7STER A CHECKED: SP AT FULL SCALE DATUM Planning/Building/Public Works Dept. FIRE SPRINKLER EXTENSION PLAN C6.0 � ARL/NGTON, WA 9822,3 ANAL E� � IF NOT ONE INCH I YK!T0-6.91—_02KfCOM 9 NO. REVISION BY DATE PP APPROVED: SCALE ACCORDINGLY SHEET. 16 OF. 65 08/06/2024 � IL O M O O 1 O� T , u CM LO N O O O 1 Ob T a J 2 U OC D CU J a O CU w z w n z a z Q or v D w H 00 N rr a WATER PLAN GENERAL NOTES Standard Plan No. 300 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 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 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 CPIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/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 FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-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 MAN UFACTURER'SSPECIFICATION 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 (MOD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MOD 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 MECHANICALJOINTS 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. MECHANICAL - ELECTRICAL Ab o s s e in CIVIL - LEED FIRE PROTECTION Engineering, 18465 NE 68TH ST REDMOINDD, TA. 98052 PH: (425) 462-9441 L•L'C' FAX: (425) 462-9451 E-Vail: cseMce®abossein.com www.abossein.com POURAZARI #39659 WATER UTILITY NOTES AND SPECIFICATIONS (THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WATER UTILITY) 1. ALL WORK MATERIAL 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. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL 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 CLLO AND CL 11 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 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. 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 FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C11O/A21.10.87 OR 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 JOINTS) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINTS) 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 WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. BASE MAP/TOPOGRAPHY PROVIDED BY PQU ll OTHERS. ABOSSEIN ENGINEERING (AE) CANNOT BE HELD LIABLE FOR OF s&, ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL 0-4 *OTHER EX FEATURES & CONDITIONS. IF 41 CONDITIONS ARE NOT AS SHOWN &/OR °110 �p�,�l � PLANS CANNOT BE CONSTRUCTED AS ST $'Sr�NAL `� SHOWN, CONTACT AE PRIOR TO CONSTRUCTION. 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.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 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 OPERATING 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 SEATTLE 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 ROADWAY ASSEMBLY. 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 & SPECIFICATIONS 7-1 1.3(1 1). 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 PERMIT SUBMITTAL SURVEYED: GEODETIC SURVEYING SCALE: SERVICE DAS INDICATED DESIGNED: SP ON DRAWING DRAWN: S P ONE INCH CHECKED: S P AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY 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 CONTRACTOR'S 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 CONTRACTOR'S 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 SAWCUT 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 SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION 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 PATCH. 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. VERTICAL NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) CITY OF JW RENTON Planning/Building/Public Works Dept. W-408303 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING %rr 11 Nathan Janders 03/19/2020 FIRST UKRAINIAN PENTECOSTAL CHURCH 3811 NE 21 ST ST RENTON, WA 98056 FIRE SPRINKLER EXTENSION PLAN NOTES DATE: 01-30-20 FIELDBOOK: PAGE DRAWING NO: C6.2 SHEET: OF. 18 65 O M O O O u co LO N O O ao T Q J CU CU a O U W Z w 0- Z a Z Q or V J H PEP L u a El 11-1/4' BEND 22-1/2° BEND 45' BEND - \ CAP TEE 90' BEND COD THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRMSILT MSILTY COMPACT SAND COMPACT SAND & GRAVEL FlRM SAND 90, 45' BEND 11 1 4' 90' 45' BEND 11 1 4' 90' 45' BEND 11 1 4' FITTING BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG Be 22 1/2' BEND BEND BEND 4 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1.0 2.2 1.6 1.6 1.0 8 13.3 9.4 9.4 3.8 6.7 4.7 4.7 1.9 5.0 3.5 3.5 1.4 8 23.3 16.7 1 16.7 1 6.7 11.7 8.4 8.4 3.4 8.8 6.3 6.3 2.5 12 53.0 37.5 37.5 15.0 26.5 18.8 18.8 7.5 20.0 14.0 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0" MIN. COVER FOR WATERMAIN LESS THAN 12". 4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) O.D. PIPE + 1.0' IRUST BLOCK BEARING 3EA . REFERS TO THE FACE CF BLOCK THE IN SQUARE FEET NOTES: 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/I•). 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. ° PUBLIC WORKS CONCRETE BLOCKING FOR STD. PLAN - 330.2 1L HORIZONTAL AND DOWNWARD DEPARTMENTHORIZONTAL BENDS MARCH 2O1U CONCRETE BLOCKING DETAIL NTS (FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS) FIRE HYDRANT SHALL BE COREY-TYPE EDUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALUON; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTCR, 4.875" SEATTLE THREAD X 5" STORZ, A-TACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. 1E" TO 20" EEHIND BACK OF CURB OR 12" BEHIND BACK CF 3' SIDEWALK THAT IS ADJACENT TO CURB 4.875" x 5" STORZ 5'x5'x6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK vv-XPANSION JOINT AT 9 3ACK OF SIDEWALK 2" /-CONCRETE SIDEWALK OR PLANTING STRIP TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTICN WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88-A STIMSONITE TWO-WAY BLUE REFLECTIVE CONCRETE BLOCKING CONCRETE J THRUST BLOCK MAIN LINE TE, WITH 6" FLANGE SIDE OUTLET. GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" CCR-TEN STEEL TIE RODS. IV x 8" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE BEARING 1' ABOVE BOOT FLANGE. PLACE 8 MIL BLOCK UNDER. HYDRANT POLYETHYLENE FILM ARCUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND LEVE- ALL GROUND MIN 3' RADIUS MIN 3' RADIUS 1 ONE MAN ROCK �6 1 Z6" 6" CONCRETE PAD CONCRETE PAD CUT FILL HYDRANT LOCATION IN CUT OR FILL �tY O f PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 DEPARTMENT f,\rTo� MARCH 2O10 Abossein Engineering, L.L.C. FIRE HYDRANT ASSEMBLY NTS MECHAMCAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 18465 NE 68TH ST REDMOIND, WA. 98052 PH: (425) 462-9441 FAX: (425) 462-9451 Mail: cservice®abossein.com www.abossein.com POURAZARI #39659 Pou of lus8z �Y D 1-4 1 STEg� PRECAST CONCRETE VAULT PATH 3 - 3Nx 3' ONE EACH SIDE 4% 2 1/2" FIRE DEPARTMENT DOUBLE HINGED STEEL PLATE COVERS. DIMENSIONS CONNECTION FOR STAND PIPE WITH 5'-8"x ll'-2"z 7'-2" EQUAL TO UTILITY 4" ADAPTER, FL.z SCREWED BREAKABLE CAST IRON HOSE CAPS. VAULT OR EQUAL 4"x4"x6" BULL HEAD TEE, FL. ONE EACH SIOE EQUAL TO GRINNEL TOUCH READ PIT L SENSOR FIG. 1682 WITH HOSE CAPS FIG. 1333, MOUNTED O STEEL PLATE 6" PIPE FL.x 6" SWING TYPE GRAVITY OPERATED COVER THROUGH 2" CIA. FL 2'-O" LO CHECK VALVE, FL. EQUAL TO DRILLED HOLE IN COVER. MUELLER CO. A-2600-6 WITH BALL THE BY-PASS ASSEMBLY SHALL BE DRIP VALVE AT BOTTOM INCLUDED AS PART OF THE DETECTOR INSTALL EPDXY NON -SHRINK DOUBLE CHECK VALVE ASSEMBLY. 18" FOR 10" ASSEMBLY GROUT (TYP.) 5/8%3/4" SENSUS SRII (TR/PL) METER 17 1/2" FOR 8" ASSEMBLY WITH ICE REGISTER. 18 1/2" FOR 6" ASSEMBLY 3'-0" 6" PIPE, FL.x FL. SO" LONG 11'- 2' 6"& 8" ASSEMBLY. 6" SHORT CITY PRIVATE _ RADIUS 90' BEND FL. i PIPING PIPING r10" ASSEMBLY 90' B"X6" _ J REDUCING BEND FL. TEE (MJ x FL) 3'-2" f CATE VALVE (FL x MS) 2�.{ 6" 90• BEND FL. 5.- IS.. rTO CITY MAIN TO BUILDING 12" ALL AROUND / 2•_ 6.• DEADMAN BLOCK CONCRETE REQUIRED. BLOCKING 10",8",8" FL x MJ ADAPTOR ALL DETECTOR DOUBLE CHECK VALVE 10 8" OR 6" FL.x P.E. ASSEMBLIES SHALL INCLUDE RESILIENT PIPE WITH COLLAR 18" SEATED SHUTOFF VALVES AND TEST PLAN 10" ASSEMBLY 10"x10"x8"TEE FL. FROM P.E. COCKS. AND APPROVED 8" ASSEMBLY 6%8"W TEE, FL. 6" FROM RE LONG CROSS -CONNECTION CONTROL ASSEMBLY 6'x6"x6" TEE, FL. ASSEMBLIES PER DEPARTMENT OF 8"- X-C LONG HEALTH LATEST APPROVED LIST. 10", 8", OR 6" GATE VALVE, FL.x MJ, 6"- 4'-0" LONG WITH INDICATOR POST. INDICATOR DOUBLE CHECK VALVE ASSEMBLY POST VALVE SAME SIZE AS DOUBLE INCLUDES TWO RESIDENT SEATED CHECK VALVE (MUELLER CO. OR SHUTOFF VALVES. EOUAL), PAINTED RED. 10", 8", OR 6" FLANGED COUPLING ADAPTER EQUAL TO ROMAC. 10", B", OR 6" DUCTILE IRON CLASS 52 NIPPLE PIPE, CEMENT LINED, LENGTH TO FIT. TOUCH READ PIT LID SENSOR MOUNTED NOTE: PLATE COVERON STHROUGH 2" DIA. E DRILLED HOLE N COVER. 3 36"TO 42' LOCATE VAULT IN PLANTING AREA, NOT IN PAVING. 2. 4" AND LARGER BENDS AND TEES TO BE CAST 6" PIPE FL x SCR W IRON CEMENT LINED, 18" FOR 10" ASSEMBLY 17 , 3. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER ASSEMBLY 18 " 1/2" FOR 81/2" FOR 6" ASSEMBLY 2'-6" 3' ' VALVES AT THE TIME OF INSTALLATION TO CENTER THE PIPE IN VAULT OPENING. AFTER COMPLETE 5/8"x3/4" INVENSYS INSTALLATION REMOVE THE TEMPORARY SUPPORT TR-PL METER WITH 7'-2" AND INSTALL ADJUSTABLE PIPE SUPPORT. ICE REGISTER 4. INSTALL GALVANIZED LADDER FOR ACCESS. 6" MIN, DRAIN TO DAYLIGHT OR STORM DRAIN SYSTEM WITH 6" 90' BEND FL. 5. AFTER FIELD INSTALLATION, MAIN DDCVA AND CATCH BASIN OR MANHOLE 2'-11" BY-PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPT, OF HEALTH CERTIFIED BACKFLOW GALVANIZED ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED STEEL LADDER TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT. PRIOR TO ACTIVATION OF NEW LINE. COMPACTED FOUNDATION 6. INSTALL BRASS YV FLARE TEST COCKS WITH Yi GRAVEL FLARE CAPS. ADJUSTABLE STEEL PIPE SUPPORT, STANCHIONS BOLTED TO FLOOR. END VIEW ° PUBLIC WORKS 6",8" & 10" DOUBLE DETECTOR CHECK STD. PLAN - 360.2 + + DEPARTMENT ASSEMBLY WITH STANDPIPE OUTSIDE INSTALLATION MARCH 2010 6",8",10" DOUBLE DETECTOR CHECK ASSEMBLY NTS (WITH STANDPIPE OUTSIDE INSTALLATION) REMOVE BURRS AND SIIARP EDGES SEF NO;L 1. �/ \ n, M N S' MIN 4' MAX O MINA I I \ 3' MIN \ / SEF NOTE I- DIA -I 3'-0"MIN. RADIJS 6"VN I MIN OF LEVEL GROUND AROUND FIRE HYDRANT ELEVATION PLAN ''VALVE MARKER POST FIRE HYDRANT GUARD POST ITLS: GUARD POST SHALL 9F 6" DIAMETER CL.52 D.I. PIPE, A MINIMUM OF 6' _01\G, FILLED WITH CONCRETE. PANT WITH TWO COAIS OF "SAFETY YELLOW" RUSTOLEUM, KRYLON, SHERWIN WILLIAMS, OR APPIROWD FQUAL, 2. CONCRETF FOOTING SHALL BF NOT LESS THAN 3 FEET DEEP AND NOT LESS THAN 15-INCH DIAML IER. .3. VALVE MARKER POST SHA! I BE FROM FOG TITS MFTER SEAT_ COM-ANY, OR APPROVED EQUAL, PAINT WITH TWO COATS OF RUST -OLEUM, KRYLON, SHERWIN WILIAMS, OR APPkOVED EQUAL HIGH CLOSS WHITE. PAINT. PAINT DISTANCE FROM T JF VALVE MARKER TO THE VALVE ON THE POST WITH BLACK ENAMEL PAINT. 4. VA' VL MARKER POST TO BE USED FOR ALl MAINLINE VA_VES OUTSIDE PAVED ARLAS. HILL FIRE HYDRANT GUARD POST & NO SCALE VAI VE VARKER POST FIRE HYDRANT GUARD POST & VALVE MARKER POST NTS BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. ABOSSEIN ENGINEERING (AE) CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES AND ALL OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT AE PRIOR TO CONSTRUCTION. A A PLAN VIEW WATER VALVE BOX LID WITH EARS IN DIRECTION OF 2" SQUARE WATER MAIN AND WORD OPERATING NUT "WATER" CAST INTO IT 12" MIN. 18" MAY„ EEZI 4" CONCRETE COLLAR FOR q12 VALVES IN PAVED AREAS 4-1/4" DIA. 1/8' MIN. THICKNESS SEE DETAIL 2 PIECE CAST IRON VALVE BOX, RICH-SEATTLE TYPE 1" STEEL OR OLYMPIC FOUNDRY LENGTH AS REQUIRED 1 /8" MIN. THICKNESS 2-1/4" INSIDE MEASUREMENT 2-1/4" DEPTH VALVE OPERATING NUT SECTION A -A EXTENSION VALVE OPERATION NUT EXTENSION NOTE: EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. ONLY DNE EXTENSION TO BE USED PER VALVE. NO-E: ALL EXTENSIONS ARE TC BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSON17E UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS 3�3 age T 3„ 38" MIN. WIDTH WHITE POST 62" 'III III I _I�� art II 24" VALVE MARKER POST • �' PUBLIC WORKS VALVE BOX, MARKER &OPERATING STD. PLAN - 330.1 DEPARTMENT NUT EXTENSION 4 MARCH 2O10 VALVE BLOX INSTALLATION NTS TEMPORARY 2" GALVANIZED PIPE AND 2" CATE VALVE -INISHED GRADE ELEVATION 1 - INSTALL 2" PLUG ON TOP BLIND FLANGE 3 FT MIN. COVER (10-INCH DIAMETER AND UNDER) AFTER REMOVAL OF POLYPIG 4 FT MIN, COVER (12-INCH DIAMETER AND OVER) NEW WATER MAIN POLYPIG !' ^ ------- VERTICAL CROSS FOR POLYPIGGING STATION: SIZE 07 VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE VERTICAL CROSS (MJ X FL) ONE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2' TEMPORARY BLOW -OFF ASSEMBLY (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG-) ONE BLIND FLANGE ON BOTTOM OF CROSS ONE PLUG (MU) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND ALYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER MAN PUBLIC WORKS POLY PIG STATION FOR CLEANING OF STD. PLAN - 300.6 DEPARTMENT WATER MAINS MARCH 2010 Plr_ CTATIMti PMR r`I 1= AAIItir` M1= W AAAIM NTS PERMIT SUBMITTAL SURVEYED: GEODETIC SURVEYING SCALE: SERVICE DESIGNED: SP AS INDICATED ON DRAWING DRAWN: S P ONE INCH CHECKED: S P AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE P P APPROVED: SCALE ACCORDINGLY VERTICAL, NAVD 1988 HORIZONTAL• NAD 1983/1991 DATUM 12" Al 18" ME SEE A A PLAN VIEW WATER SECTION A -A VALVE BOX LID WITH EARS IN DIRECTION OF WATER MAIN AND WORD "WATER" CAST INTO IT CONCRETE COLLAR FOR i 2" SQUARE rkOPERATING NUT LVES IN PAVED AREAS L 4-1/4" DIA. 1/8' MIN. THICKNESS 'IECE CAST IRON VALVE X, RICH-SEATTLE TYPE 1" STEEL OLYMPIC FOUNDRY LENGTH AS REQUIRED 1/8" MIN. THICKNESS / 2-1/4" INSIDE MEASUREMENT 2-1/4" DEPTH VALVE OPERATING NUT EXTENSION VALVE OPERATION NUT EXTENSION NOTE: EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. NO-E: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TO BE USED FOR 4LL MAIN LINE VALVES OUTSIDE PAVED AREAS J� T 3" 38" MIN. WIDTH WHITE POST =lii 62" Il LL II II 4I11- 24" VALVE MARKER POST + PUBLIC WORKS VALVE BOX, MARKER & OPERATING STD. PLAN - 330.1 DEPARTMENT NUT EXTENSION MARCH 2O10 VALVE OPERATING EXTENSION NTS 3 0 = TESTING DETAI_ x W re n • • 0 NEW D.I. WATER LINE � ITII (/T 1 TAPPING TEE (MJxFL) VERTICAL CROSS(MJXFL) FOR POLYPIGG NG TAPPING GATE VALVE (FL XMJ) 1-BUND RANGE ON TOP WITH 2" TAP AND 2' PLUG TEMPORARY PLUG (MJ) WITH 2-INCH TAP 1-BUND RANGE ON BOTTOM AND 2-INCH BLOW -OFF ASSEMBLY I-PLUC(MJ) WITH 2-TAP & 2" BLOW-CFF CONCRETE BLOCKING TEMPORARY BLOCK i 3 0 FINAL CONNECTION DETAIL i N w �` NEW D.I. WATER LINE R ALL CLEANING BY POLYPIG. PRESSURE TESTING AITAND AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & II SPOOLS FINAL CONNECTION BY CITY FORCES NOTES: 1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR EPDXY -COATED STEEL. BOLTS AND NUTS SHAL BE CCR-TEN. A.U. TEES ANO VALVES SHALL 3E WATER TESTED BEFORE TAP 2. NO SIZE ON SIZE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT LEAST 2" SMALLER CIAMETER THAN THE EXISTING MAIN. 3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE 4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY SPEER TAP OR SUPERIOR TAPPING INC. 5. CONTRACTOR SHALL P)THOLE 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 AUGINMENT OF THE EXISTING STUB. 6. CITY FORCES WILL PEFFORM THE FINAL CONNECTION FROM THE WATER LINE 70 THE TAPPING VALVE WITH D-1. SLEEVE AND D.I. SPOOL. PUBLIC WORKS CONNECTION TO WATER MAIN WITH PLAN - 300.1 .:.� DEPARTMENT TAPPING TEE &VALVE �J MARCH 2O10 O M M O 1 6 , LJ V J N O O O ry1 W T J 2 U 2 U J a I - CONNECTION TO WATER MAIN R-4083Q4 Ov 8 NTS IN COMPLIANCE WITH CITY OF RENTON STANDARDS w I- Z IDEVELOPMENT ENGINEERING I uJ BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) CITY OF JW RENTON Planning/Building/Public Works Dept. FIRST UKRAINIAN PENTECOSTAL CHURCH 3811 NE 21 ST ST RENTON, WA 98056 WATER PLAN DETAILS a Z Q GATE cc 02-25-20 �e FlELDBOOK: PAGE DRAWING NO: C8.3 SHEET: OF. 24 65