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Home My WebLink AboutR-41810900 0 DocuSign Envelop@ID:6EECF586-602A-4E4A-B436-A317AA636878 L I LI a �i 3 3 DIfTFALL TO STREAM DAMP NO POiLIIiANiS TOP 1 3EO LETTERRJO BOLT-DOVYN SLOT. SEE DETAIL AND NOTE 1 ISOMETRIC 24- 7 OR R EQUAL SPACES j DIRECTIpipF FLOW 1 516' MAX. �}.. SECTION A I I 1 114- �f } I I 11 ROLT-DOWN $Le}T [IETAII NOTES: 1. BOLT -DOWN CAPA510 TY IS REQQIREP ON AFRAM F$. GRATFS. AN13 COVERS, UNLESS OTHERWISE SPEOFIED-LL PROVIDE TWO HOLES IN Tt1E FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 516'-11 NC K 2' ALLEN HEAD CAP SCREW BY BEING TAPPED. OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. Z. REFER TO STANDARD SPECIFICATION 9-06.I SQ) FOR ADDITIONAL REQUIREMENTS 3. FOR FRAME DETAILS. SEE STAHUARD PLAN 2C4.00. SECTION B UN LESS OTHERWISE NDTTD. DRAW:NIG IS N01 TO WALE (UTSI STD. PLAN - 204.20 PUBLIC WORKS RECTANGULAR VANED GRATE Ra DEPARTMENT GAZ 9/28/2018 I DATE DocuSign Envelope IO 345B681D-914F-4F2D-AR59.7CID203B78A3 RECESSED Not LD 5cole LIFT POCKET FRAME ff/2�' 3/4' LETTERING "SEWER"❑IALAETfR(2) BOLT SOC. (ALLEN HEAD) 5/6" - 11 X 1 5 STAINLESS STEEL REF PART #00gg11771-3/16" SEE NOTE 3 1 5/W 1/4^�,2-1/2"---I -L 1 T,_1/S� �g1 3/q OAST IRON RING AND COVER BOLT DETAIL 45- (I/a) BEND etc.. F� 4+ 45' (1 /8) BEND SAND OR EXPANDABLE FOAM PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES, 1 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC No 3598 (PRODUCT NO 00369803) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY 2 IN UNIMPROVED AREAS, POUR A 8" THICK, S-O" SOUARE CONCRETE, CLASS 3000. PAD AROUND THE RING AND COVER 3 INSTALL ASPHALT COLLAR PER STANDARD PLAN 106 STD. PLAN - 403.1 PUBLIC WORKS 8" OR 6" CLEANGUT DEPARTMENT FOR SANITARY SEWER MAIN Martin Pastucfl*26/2020 ""1�n�,kyu oATL Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. • Cie Elum, WA 98922 • Phone: (509) 674-7433 :4 5 AN 1 12:1 A PORTION OF THE SE 114 OF THE NW 114 OF SEC. 05, T. 23 N., R. 05 E., W.M. KING COUNTY, STATE OF WASHINGTON WATER PLAN GENERAL NOTES Standard Plan No.3DD 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 IAPWA 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 PRIORTO 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 5YSTfM IMPROVEMENTS SHALL 9E 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-SFFE. 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 8E PUSH-0N OR MECHAN[CAL JOINT. CAST IRON 0R DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250AS PER ANSI/AWWA C1201A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA CIOS STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 361NCHES FOR PIPE DIAMETER Of 104NCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHAD BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE LMUTY 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 FORSIZE OF PIPE USED. ALLTRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAMMUM DRY DENSITY AS DETERMINED BYTHE MODIFIED PROCTORTEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6, CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE W17H CTFY 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 MECHANKALJOINT5IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIORTO 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 HE TESTED AT 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 PRESSURETEST, THE LJNIESHALLSE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BETAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY TILE 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 REQUIRE❑ FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATERSYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFIR. CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION, PUBLIC WORKS STD. PLAN — 300.0 DEPARTMENT MARCH FLAN GENERAL NOTES a MARCH 20110 DocDSlgn Envelope l❑ 345B681D-9141=-4F2D-AB59-7CT92D3B78A3 W AS�I o� co a� 7 38285IST 4 Al ---------7 Ell. SEWER MAIN PROPERTY LINE _rSPQOL [LENGTH AS NEEDED) i - o 3'-0' MIN I II 6" SEWER STUB I - :' FUTURE 4' SLOE SEWER ______ _ i I} 2"x 4" STUD MARKING POST PAINTED fi` CAP WHITE WNTii THE WORD 'SEWER" STENCILED SEWER MAIN TEE X 6' TEE i I IN 3" HICH BLACK LETTERS AHD N6 WIRE I sDEWALK w WRAPPED AROUND THE STUD AND • COUPLING M I I I C ). L_J_L_________J I a Q EXTENDED TO THE TOP OF THE STUD I # ,t 6'X6'96' SURFACE CLEANOUT WITH CAST IRON RING AND COVER 0 (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR I r APPROVED EQUAL SPECIFY 'SEWER ON LID), Rrz-A CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD CONCRETE PAD TO BE 8'iN DEPT-I I 1 BEND AS �� 8" REQUIRED fEXISTINC SANITARY SEWER MAIN —MIN SLOPE .d>� �6" SEWER STUB 1.6-7T6-X6- WYE LFUTURE 6•- A" REDUCER SEWER MAIN SIZE x s" TEE ACCEPTABLE PROCEDURES FOR SIDE SEMR CONNECTIONS TO EXISTING SEINER MAIN A VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE' USING "STRONG-SACk" FLEXBLE [nuPUNGS (PERNCO OR APPROVED EQUAL). B CONCRETE MAIN - CUT IN A NEW PVC 'TEE- 4JSING "STRONG -BACK" FLEXIBLE COUPLINGS [FERNCO OR APPROVED EQUAL) C PVC & C9G0 PVC MAIN - CUT IN NEW TEE US+NC RIGID COUPLINGS OR CORE -DRILLED WTH A ROMAC SADDLE (OR APPROVED EQUAL) 0. DUCTILE IRON MAIN - CORE -DRILLED VAT" A fiOMAC SADDLE (OR APPROVED EQUAL) E LINFO MAIN - CONNECROte- TO SEWER MAINS THAI HAVE BEEN LINED (CIPP, ETC), CUT IN A NEW PVC "TEE' USING `STRONC-BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EOVAL)• F HOPE - CORE -DRILLED WITH A ROMAC SADDLE 'INSERIA-TEE' MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER C IdANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHAH 13E AT MANUFACTURED KNOCK -CUTS OR THE STRUCTURE SHALL BE CORE-ORILLEO AND USE KOR-N-SEAT. ROOFS OR APPROVED EQUAL NOTES. I PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SLIVER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 2 ONLESS ❑T1IERWASE SHOWN ON PLAN. SIDE SEWER SHALL HAVE A MINtNUM 25' COVER AY PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER 3 SIDE SEWERS SHAL_ HAVE A MINIMUM 2 71 SLOPE UNLESS APPROVED BY THE Pu BLIC WORKS INSPECTOR 4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER STUB PERMIT SITE MUST HE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED TIME OO NOT BACKFILL Ti< TRENCH uNTIL APPROVAL IS OVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RICHT-OF-WAY SHALL CONFORM TQ STANDARD PLAN 110 OR 1102 5 TIE SIDE S[MIER STUB 5HALL HAVE PrPE BEDDING IN ACCORDANCE 0I114 5TAN0ARO PLAN 4D5 7 ALL SUE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSEE] AND BONLIEQ IN THE STATE OF WASHINGTON SIDE SEWER STUB STD. PLAN -406,1 PUBLICWORKS INSTALLATION DEPARTMENT Martin PastUetJOV26/202 (SEWER MAIN TO PROPERTY LINE) SIT. D�9EIR49D DATE 1011912023 NO. 1014106110101 1 12 13%24` PLASTIC METER BOX EWAI. TO MID -SPATES PLASTIC. INC. BCF SERIES MSBCF 1324-18 WITH 1,75 THICK DUCTILE RON AiAMONO PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R NITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 9- MIN 12" MA: FINISH GRADE x zap - 36" MIN COVER o �+ n MTV PF?JVATE H aaTc vnlnc z I IN UNIMPROVED RIGHT OF J � WAY INSTALL METER BOX AT PROPERTY LINE WITH 12" r LONG COPPER TAILPIECE. >aa ISIDEWALK t TOUCHREAD WATER J METER TO 9E SUPPLIED BY THE CITY TYPE 'K" SOFT `v COPPER TUBING. NEW DUCTILE IRON WA TE R M A(N IF SERMCE LINE TO HOUSE IS 3/4" OR T" TO BE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD CT4-33 OR 44 FIPT PLUG x COMPRESSION COUPLING LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVDE SLACK IN COPPER COPPERSETTER FOR 5/$"x3/4" METER; FORD SERVICE LINE TO METER. VSH72-15W-44-33G, OR McDONALD BRASS: 21I-2T5WCQ033. OR MUELLER! 3/4-8-24713-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE Ci-IECK VALVE ON OUTLET L CORPORATION STOP WITH BALL VALVE. FORD COPPFRSETTER FOR 1" METER: FORD WH72-15W-44-44G, OR TAPERED THREAD [GC]. gL2ICK JOINT Mc06NALD BRASS: 21-415WCQ044. OR MUELLER' 1-S-2470-2 (:3/4" FB1000-3-0) OR AY MCDONALO 4707E BOTH INLET AND OIUTLET WITH QUICK JOINT- PADLOCK WINGS ON (T' FE1000-4-0) OR AY MCOONALD 47018 INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL 13E WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARL EXPANSION JOINTS MUSH BE INSTALLED DN BOTH SIDES OF METER BOY,. A— A DRILL 2' DIA- HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L _ 2-1%2" MIN. FROM NEAREST F � AND FRONT EDGE OF PIT LID T,ill TYPECAL NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST I' FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. 34" PUBLIC WOR1�= AND 1" WATER SERVICE SM PLAN --- 320.1 e 4 1]liPAR'T'hil;N'[' INSIDE HOUSE PREFERRED CONFIGURATION G 5 7�11Q 8 10 4 2 FLOW # ITEM AMT 1 90' GALVANIZED STEEL ELBOW 4 EA. 2 3/4" PACKING JOINT COUPLING W/MALE IRON PIPE 2 EA. THREAD FOR COPPER PIPE SERVICE: FORD C84-33 OR EQUIVALENT FOR GALVANIZED PIPE SERVICE FORD C85-33 OR EQUIVALENT 3 PRESSURE REDUCING VALVE W/STRAINER - 3/4" 1 EA. WITH UNION COUPLINGS AT INLET AND OUTLET, WILKINS 600 SERIES OR EQUAL (WITH INTERNAL BYPASS AND STRAINER) 4 3/4" CLOSE UNION - BRASS (M X F) 1 EA. 5 3/4" BRASS VALVE VARIABLE 6 12" STANDARD METER BOX W/SOLID COVER 1 EA. CONCRETE: 17 1/4 X 28 5/8 INSIDE DIMENSIONS, EQUAL TO FOG TITE METER SEAL CO. +2 PLASTIC: 13 X 24 1 INSIDE DIMENSIONS, EQUAL TO BROOKS METER BOX 7 3/4" GALVANIZED STEEL PIPE, THREADED, LENGTH AS VARIABLE REQUIRED 8 3/4" X 1/4" X 3/4" STD. BRASS TEE 1 EA. 9 1/4" PETCOCK (M X F) 1 EA. 10 3/4" BRASS NIPPLE VARIABLE ADJACENT TO WATER METER PROPERTY LINE SAWDUST 5 6 9 5 FILL Mal 24" MIN 7 7 6" �7 FROM 6" P A L WATER TYP METER 1 10 3 70 8 10 4 2O FLOW 2 FUNCTION THE FUNCTION OF A PRESSURE REDUCING VALVE IS TO REDUCE HIGH-WATER PRESSURES IN THE SERVICE CONNECTION TO AN ACCEPTABLE RANGE OF 55 TO 75 PSI INSTALLATION OF A PRESSURE REDUCING VALVE IS REQUIRED WHERE THE SERVICE CONNECTION PRESSURE EXCEEDS 80 POUNDS PER SQUARE INCH IN ACCORDANCE TO THE UNIFORM PLUMBING CODE. INSTALLATION THE PRESSURE REDUCING VALVE SHALL BE LOCATED ON THE CUSTOMER'S PROPERTY "DOWNSTREAM" OF THE METER BOX. RESPONSIBILITY FOR PROPER INSTALLATION, OPERATION, AND MAINTENANCE OF THE VALVE SHALL BE ASSUMED BY THE CUSTOMER. THREE POSSIBLE CONFIGURATIONS FOR INSTALLATION OF THE VALVE ARE SHOWN ABOVE. A BUILDING DEPARTMENT PLUMBING PERMIT IS REQUIRED PRIOR TO INSTALLATION 1 STD. PLAN — 340.5 e PUBLIC WORKS 3 " & 1" INDIVIDUAL PRESSURE REDUCING DEPARTMENT VALVE ASSEMBLY MARCH 2O10 SURVEYED: KMR DESIGNED: SRS DRAWN: CVP CHECKED: CJA BY DATE APPR APPROVED: CJA Know what's below. R 41810 9 Call before you dig. SCALE: 1„-20' HORIZONTAL: VERTICAL: NAVD C TY OF NAD 1983/183/1991 RENTON ONE INCH DATU M AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY AS -BUILT DRAWINGS PLAN THESE AS —BUILT DRAWINGS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITIONS AS OF 11/10/22 (DATE SIGNED) By: KEVI N M. REESE 11110122 PROFESSIONAL ENGINEER OR DATE PROFESSIONAL LAND SURVEYOR N COMPLIANCE WITH CITY OF RENTON STANDARDS MANGAT SHORT PLAT ASBUILTS CONSTRUCTION DETAILS III N U O N Q 0 v J DATE: 1011912023 FIELDBOOK: N/A PAGE: NIA DRAWING NO: 20541 SHEET: n OF: n