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HomeMy WebLinkAboutzS-3878SetLUfflYr UI lU rA JUl✓l!7 lE 18.30 12'(IN)NE lu.7U lL IUUl/JYY NO ACCESS TO CENTER, I g FND NO IN/OUT PIPE, BOTTOM STRUCTURE ELEV. =15, 00' / SD#✓lA, CB TYPE 1 R/M 21.48 LU IF 18.69 8'(OUT)NW U LL I �, L.L O EX FIRE DEPARTMENT J RID I • CONNECTION O ~ GENERATOR � = EX FIRE HYDRANT I� I I PSE VAULT J03 O CAST -IN -PLACE CONCRETE BOX \ (DESIGN BUILD) I I INSTALLED ON TOP OF EX I O TUNNEL 18' STORM PENETRATION I EAST WALL OF BOX I O TOP OF BOX LID EL=19.041 I SDffA1, 60" MANHOLE O 1E=16.751 (1N)E I R/M 21.5f BOX TO BE BURIED UNDER I /E 12.50 15'rlN)SE STRUCTURAL BACKF/LL WINO SURFACE ACCESS 11 I lE 19.00 12'(OUT)SW CB TYPE 1 112� RIM21.00 - D E ISD#A3, 19.55 6'(1N)TRENCH SDf/A4, CB TYPE 1 I /E 18.80 8'(IN)NE RIM 21.55 _ lE 18.80 8'(OUT)SW /E 20.10 6'rlN)TRENCH TL0I lE 19.40 8'(OUT)SW \ I Ir 1 1 L 8" SD SDf/A2, CONTECH STOR COMPACTO � W/ (11) 27- CARTRIDGES I r I 444VAULT RIM ELEV.=21.36 lE 15.85 15 (1N)SE COMPACTOR \ IF 18.00 8 (1N)NE l ` J lE 12.75 FGSTR�GT T)SW = S D I I 4.. G 4.. R � EX CB TYPE 11-48' t I I /E 0 6" E I I I I I I D W/ SOLID LOCKING LID I lE ,6.10 15' RIM 21.78 lE 610 ( UT)NW lE 16.88 NE 18" PEP `� lE 16.88 SE 18" PEP O I� EX CB TYPE 11-48' lE 16.36015'(1N)SE \ lE 16.36 15'(0UT)N QD D.� LOADING o DOCK I � D FF=22.00 FF=35.00 - Q �- - - - �r D k D I TRASH COMPACTOR AREA FULLY COVERED WITH BUILDING OVERHEAD. AREA TO INCL DE EX CB TYPE 1 I 41 FLOOR DRAIN AND GREASE R11V 21.35 INTERCEPTOR. SEE INTERNAL lE 16.65 NW&SE L ° PLUMBING PLANS FOR SY TEM LAYOUT AND DETAILS � I f c � D U W-387802-Rev2 S-387802-Rev2 R-387815-Rev2 8" SANITARY SEWER PO IL- 22.10 0 EX FIRE HYDRANT ° EX WATER SERVICE u Call before you j • :11 UNDERGROUND SERVICE (USA) • / 20 -• mmmq ME= SCALE 171=20' I E SSMH / l =24.58 SW)=20.1 8'CONC ACCESS TO FIRE AUTHORITY VEHICLES E)-20 8 8'lP SE)= 9. 10'CONC AND EMERGENCY VEHICLES SHOULD BE MAINTAINED AT ALL TIMES THRU / THE SITE IN kr.'MPJAL JCE '.-'vITH CITY OF REIV70N STANDARDS Fmair VELOPMENT ENGINEERING 01 /31 /2019 W+ WASTEWATER UTILITY Aoftk dchristen 01 /31 /2019 MINIMUM VERTICAL SEPARATION BETWEEN UTILITY LINES AT CROSSINGS IS 12 INCHES. ETHOFOAM PAD SHOULD BE PROVIDED IF 12 INCHES VERTICAL SEPARATION IS NOT AVAILABLE. CONDITION OF APPROVAL: PROFILE VIEW n OF THE NEW PUBLIC SEWER MAIN WITH INFORMATION OF OTHER PIPES AT THE CROSSINGS IS REQUIRED TO BE PROVIDED \ EX FIRE SERVICE o WITH THE AS- BUILT PLANS. I EX CB TYPE RIM 30.10 8.66V, 6''l )S (TRENC SSMH lE 6'(lN)S RIM=29.00 lE 26.72 ' lN)SW (W)-19.10 10'CONC _ (IL NW)=19.00 10'CONC OM-10-HOTEL BU G ' IE(SE)=18.90 10'CONC - - - --- B TEMPORARY BENCHMARK '$" R .00 SET PK-NAIL AT EDGE OF ASPHALT \ i i O CH \ 54 1 ?&' 1WTION = 29.18' SDC sD .4 12'(OUT)E EX SDkH lE 2 .50 D D /E(NE)=18.94 12'PVC - - - -co EX CB /E(NW)=18.94 18'PVC 6.57 ° D M=28.77 BOTTOM=17.24 Az - _ n ELA D..D 2 L EL 4.8 ° PROTECT EX FIRE d d ` 1' HYDRANT TO REMAIN A. a. UPPER STORY a. - de \4. X CB 8.53 SE O D 4.93 O 20 • • • : 1 1 ��� I� all IE • •♦� IE 1 . 1 ♦•� , 1 ���� •;. ♦26.06SEE PLUMBIN PLANS FOR CONTINUATION i� y �t ITO EX SS ' .�!°���/ �Ii� �� ` • 1' CONTINUATION �RIM 31. 105"� ► 1' 1 1 1 6SANITARY SIDWER.1 w • • 1: 1 I P�.•As�_w���lsr' swig r�� .as ' i- II � • • �.������%►� ♦ ♦ /. a�. � �.�%tea �.�'. MA STA • ►. ■,.. I 11 1 1 1• •11 1�� I�I�liyi .�l• :► SEE PLUMBING PLANS C. 1CONTINUATION • FLUSH CURB, EAST END, SOUTH ACCESS DRIVE VERTICAL, NAVD 1988 • CITY OF 1 DROP O -1. • RENTONA CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION MMMER GUNSUL FRASCA ARCHITECTS LLP 801 SECOND AVENUE - SUITE 900 P: 206/343-0460 ROUNDABOUT ONE INCH SEATTLE, WA 98104 F: 206/343-5691 SEAULE GRADING AT NORTH DRIVE AND RESCUE AIR PANEL CHECKED: AT L SCALE Planning/Building/Public Works Dept. . . SECODEVELOPMENT, �• ®i - • SCALE ACCORDINGLY & & 11 m m IL I x I NOTE: INSTALL NEW PUBLIC SEWER MAIN AT MINIMUM 3' OFFSET FROM EX SEWER MAIN Legend N 79°33'06" E - 46.81' PROPERTY LINE I� Ex Building BUILDING ASPHALT PAVEMENT CONCRETE PAVEMENT 12"SS SS 8" SS ® xx% SANITARY SEWER c r ylSMH ossco SANITARY MH/CO 8'SD SD STORM DRAINAGE PIPE r I� • ❑� YD/CO/CB/CB 2/MH L-1 �d' 12" DI W w 12" DI W WATER MAIN o FH FDC� Pl o WV� . FH0FDC*PIV NWV FH/FDC/PIV/VALVE OW ®WM © WATER VAULT/METER ADJUST MANHOLE RIM AND COVER TO EL 30.3f (EX RIM EL 28.0±) RECHANNEL FOR NEW SSS PER COR STANDARDS CONNECT NEW 10" SEWER MAIN TO EXISTING MANHOLE AT EXISTING IE PER COR STD PLAN 400.1 USING GPK ADAPTER, KOR-N-SEAL BOOTS, OR APPROVED EQUAL REMOVE AND RELOCATE EXISTING FIRE HYDRAN PER CITY OF RENTON STANDARDS. CONTRACTO SHALL COORDINATE WITH THE CITY OF RENTON - a WATER CREWS FOR PORTIONS OF THE WORK. , CONTRACTOR SHALL LOCATE AND EXCAVATE/1 EXPOSE THE EXISTING HYDRANT GATE VAL AND PIPE. CITY CREWS TO PERFORM ALL WORK INCLUDING CLOSING THE VALVE, / REMOVAL, AND REPLACEMENT OF THE HYDRANT E SEWER TRENCH CONTRACTOR SHALL INSTALL CONCRETE THR ETAIL SHEET C4 3 BLOCK, PERFORM ALL BACKFILL AND SUR s RESTORATION. ABANDON EX SM REMOVE LID A4D 5LF 6" DI CL52 � FILL BASE WA AL117 VAUL (R) LOCATIONS APPROXIMATE -VERIFY LOCATION 'C AND ELEVATION PRIOR TO CONSTRUCTION. RI S29. EXTEND SIDE SEWER AND RECONNECT TO oL AR= NEW 10" SEWER MAIN. H26 LEL. REPLACE SIDE SEWER AS NEEDED TO ti Bo 0Y= . ACHIEVE MIN 2.0% SLOPE. n EX SSMH RIM-28.93 /F(SW+F) 10'P�C E DMH CTR CHN=18.06 T of wEiR WALL QONNECT NEW 8" PUBLIC SEWER I =20.91 24A TO EXISTING MANHOLE AT EXISTING O) 41 0016 PER COR STD PLAN 400.1 USING cn F M 7 6 ADAPTER, KOR-N-SEAL BOOTS, OR APPROVED EQUAL PR E� / ��"" J' •. TT M- 9. -- I ° s: I RlM�29.3 ' (F/W)= D 2 'PVC \ x T O --- S 2 . MOORE D ' S ( EX CB -/ \ \ ` 8 LFj 8" C-900 ® 1.0% 10 48." D R NEW 1 11 0 - .62 ......... . „OP ATI PSE ER t .8"N.. R _1SIDE E D; a ° .22.10 mu I I.. R COR STD DET 400. t I. S E . DETAIL C411 Ii ° l o S f S °fRENC, DET L ° SH C403 °;- F NOT ESS TO HOTEL TO BE MAINTAINED DURING UTILITY INSTALLATION DATE: SOUTHPORT OFFICE 01/25/2019 RENTON WASHINGTON FIELDBOOK: PAGE: DRAWING UTILITY PLAN C401 [SHEET: X OF: LU U H H O 1— rr O 0- 2 O W SEE SEE SEE NU I LJ: 1. PIPE ZONE BACKFILL PER WSDOT STD 7-08.3(3) 2. GRAVEL BACKFILL FOR PIPE ZONE BEDDING PER WSDOT STD 9-03.12(3) 3. SCARIFY AND RECOMPACT 12" OF SUBGRADE. IF CANNOT ACHIEVE 95% DENSITY, SUBGRADE TO BE REMOVED AND REPLACED WITH 2" MINUS AGGREGATE. GEOTECH TO BE ON SITE TO WITNESS COMPACTION TEST AND DETERMINE EXTENT OF SUBGRADE TO BE REPLACED IF NEEDED. Sewer Trench Detail NOT TO SCALE P VNI (THOROUGHLY TACK EDGE OF VCUT PRIOR TO PLACING PATCH) EXISTING ASPHALT PAVEMENT .T CONCRETE PAVEMENT V FOR ROAD SECTION ) BASE V FOR ROAD SECTION 1 -- 1 1 1 1 1 1 1 o� U1 o COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 801 SECOND AVENUE - SUITE 900 P: 206/343-0460 36936 SEATTLE, WA 98104 F: 206/343-5691 NAL IT] PROTECT EX FIRE HYDRANT TO REMAIN W-387804-Rev3 S-387803-Rev3 SEE SHE 6" SANITARY SEWER POC SEE PLUMBING PLANS FOR CONTINUATION ; 6" SS CLEANOUT IE 18.50 ECONNECT SIDE SEWER TO NEW 10" SEWER MAIN--` EPLACE SIDE SEWER AS NEEDED TO ACHIEVE IN 2.0% SLOPE. REPLACE SIDE SEWER AS NEEDED TO ACHIEVE MIN 2.0% SLOP 8" SS CLEANOUT— RIM 3 .57 IE 17.�4 29LF'8"SS@4.0% 8" SAh ITARY SEWER F IE 17.60 (@ GRID 18 SEE PLUMBING PLANS FOR CONTINUATION R-387817-Rev3 .gib Sp PVC SD SD SSMH 48" (PUBLIC) ,' o i Q RIM=30.00 IE 16.30 10"(IN)NW t ( IE 16.20 10"(OUT)E PER COR STD DIET 400.1 29 • o SEE DETAI C411 i i� v `3 D 3 — . v /x/3-1// \ T C� �` 0. 6 II- \ I o o SEE SHEET - C404 NOTE: VEHICLE ACCESS TO HOTEL TO BE MAINTAINED DURING UTILITY INSTALLATION. Call before you Dj• or :00. . UNDERGROUND SERVICE (USA) SCALE 1"=20' EXTENDI6" SIDE SEWER AND RECONNECT TO NEW 10" SEWER MAIN REPLACE SIDE SEWER AS NEEDED TO ACHIEVE MIN 2.0% SLOPE. Y// Po �r�ov 1( CF-900 @ 2.0% SSMH 48" (PUBLIC) RIM=30.05 EX CB IE 16.16 10"(IN)W RIM=28.97 IE 16.06 10 (OUT)SE lE(W)=23.67 12'aDS PER COR STD DET 400.1 1E(SE)=2372 12ADSSEE DETAIL C411 1E(NW)=2315 18'ADS BOTTOM=21.14 �— CONNECT EXISTING 10" PUBLIC SEWER MAIN TO NEW SSMH IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING VI rnair 01 /31 /2019 VAMIF WASTEWATER UTILITY �, dchristen 01 /31 /2019 SEWER MAIN IN PLACE \\ =WER MAIN IS OPERATIONAL =WER MAIN AS NEEDED FOR .LATION NOTE: Iv i JJ w L — 'tU.0I NKUNLKIY LINL Ex Building BUILDING ASPHALT PAVEMENT CONCRETE PAVEMENT 12"SS SS 8" SS ® xx% SANITARY SEWER r )SSMH ossco SANITARY MH/CO rSD SD STORM DRAINAGE PIPE r , ""' ( ) LJ ,J ® • L■J $11 )) l O) YD/CO/CB/CB 2/MH 12" DI W W 12" DI W WATER MAIN ft 5co Pio w • FHIIJDCOPIV NWV FH/FDC/PIV/VALVE ® EBW F=l 0 WATER VAULT/METER SURVEYED: SCALE: IJAIL: RFI-442 FLUSH CURB EAST END SOUTH ACCESS DRIVE 03 27 17 HORIZONTAL: NAD 1983/1991 '► CITY OF SOUTHPORT OFFICE 01/25/2019 ZGF - 05 01 17 DESIGNED: AS NOTED � RENTON WASHINGTON FlELDBOOK: ASI-014 VEHICLE DROP OFF ELEVATIONS 06 19 17 Bsg RENTON PAGE: ..IL LMMER GUNSUL FRASCA ARCHITECTS 0DRAWN: PORTAVASI-023 ROUNDABOUT 03 28 18 LPL DRAWING NO: SEAULECHECKED: ONE INCH DATUM ° [ASI-029 GRADING AT NORTH DRIVE AND RESCUE AIR PANEL 05 04 18 LL SCALEEATTU: LOS ANGELES JNP Planning/Building/Public Works Dept. UTILITY PLAN SECO DEVELOPMENT, INC. WASHINGTON°c IF NOT ONE INCH NEW YORK N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: v OF: Sm387805 CONSTRUCTION RECORD DRAWING Ths cooswction record drewllg is a copy oT a tad file prepared 61 COUGHLIN PORTER LUNDEEN and has Gem edited to reBmtfidd ve4 d invert ad rimderetiorsofthe storm, smit rysewerandwater min systems. HIM vaned invert and rim de+ubra were obtzioed by MEL PACIFIC IN AUGUST M19 The omsire private storm drarIp Militia and publidpdvate water and sewer systems were insmlled in accordance we h the approved phns ad the documented field redsims and fmr6on u Intended. Approved By: Date: IAKEWASHINGTON •- /"'" Approved By, Date, Approved By. Date: f- — Approved By: Date: _7 r C F Call before you D1g, B•I5I I a Iau+assss UNEGRDLND �I BRISTOL PROPERTY j THEHOTElATSOUTHPORT TRUE NORTH �� _!■■■■■■■■■■■�• r■■■■f 0 JO 60 120 SCALE 1"-60' D m s - '77' c Q I d I IXRG �I p FlE NNNRWI I �I SEE 0MMRRS Al 1 . \ D RE NNR441 ° �DFlNEHCPdSBMW— \ Eke? HND W I \ WN: I I \ I \\\L r \ \ 01 X NEW M D WUfR WI I �D Fl& — — — BRISTOL PROPERTY ( \ \ �. ROFlPFNDFISID HOIf[PIWCrpfWtl�lf I — — ( \ \\ u� s i PUGET SOUND ENERGY PROPERTY ZGF all �j(�a �� SECO U[YCIOPMC4JIC. ���`" COUGHLINPORTERLUNDEEN W STRUCTURAL CIVIL SEISMIC ENGINEERING RECORD DRAINGS �wt o me t AS NOTED am-WIN°h" !,� CITY OF M. BSBI� RENTON CEC a xu N� DATUM Planning/Building/Public Works Dept, BE F INr K IM NO, RENSION BY DATE APPR I#M8 Mua SOUTHPORTOFFICE RENTON WASHINGTON OVERALL UTILITY PLAN S-387806 18.50 12"(IN)NE� ACCESS 70 CENTER, I NO /N/OUT PIPE, TOM STRUCTURE A-1500' LJJ LL LL O IX FIRE DEPARTME 0 CONNECTION 0- = IX FIRE HYDRANT- 0 CAST 11V PLACE CONCRETE BOX- (OES/CN BUILD) MSTALLED ON TOP OF EX TUNNEL 18'STORM PENETRATION 9 EAST WALL OF BOX TOP OF BOX LIT EL=19.041 TE=1675± BADE SOX TO HE BURIES UNDER STRUCTURAL RACKETY WINO SURFACE ACCESS EX CB TYPE /1-48 W� SOLID 1 c y III SOgJ1A, CB OF 1 MY 21.48 H 1859 8"(0UT)NW RID W / III V I STIA1, 60"MANHOLE R/M 2ECf LE 12.50 15"(INJSE 1 1E 19,00 12"(OUSSW LD TI 0 -- cENERAroR ' PSE VAULT J03 SDjA3, CB TYPE 1 RIM 21.00 LE 1955 6 flN)TRENCH SOJA4, CB TYPE 7� lE 1880 B !IV)NE RIM 21,55 LE 1880 8 (OOE)SW IS 20,10 6fl/N)IRENCH ITT19.40 8 (OUT)SW w/ (11) 27' CAR7R/DGES k / RIM REV.=2136 444 VAULT LE 1585 15(lN)SE P 6.0o e (iN)NE - LE 1275 15 (NO)II l e e- . 4- G LL n ILE S RIM 21.50 EX CB UE 1I-48 I - ILT 1636 15'(N)UT !- IE 1656 RE'(CURIT V ' - CONSTRUCTION RECORD DRAWING This construction record drawing is a copy of a cad file prepared by COUGHLIN PORTER LUNDEEN and has been edited to reflect field verif ed invert and rim elevations of the storm, sanitary sewer and water main systems. Field verified invert and rim elevations were obtained by EXXEL PACIFIC IN AUGUST 2019 The on -site private storm drainage facilities and public/private water and sewer systems were installed in accordance with the approved plans and the documented field revisions and function as intended. 33708 COMPACTOR OUTLINE OF HOTEL BUILDING TRASH COMPACTOR AREA FULLY COVERED WITH BL OVERHEAD. AREA TO INCI FLOOR DRAIN AND GREA'. INTERCEPTOR. SEE INTER PLUMBING PLANS FOR S' LAYOUT AND DETAILS !I I I II SEE SHEET C402 ZGF qV Seca..M0'N6N},Ise' °a COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING NO. C� L REVISION STA 51+24.2 IE 7.50 6°(I IE 7.25 6° JE J 8' SANITARY SEWER POC IE 2210 EX FIRE HYDRANT EX WATER EX CB TYPE ! � RIM 30,10 8,60 6 frf!)s RRE, lE 6 D'A S 7 lEzs.'Psw ---------- -7E �1TL - _• HOTEL BU O 1 MODEL OLDCASTLE 5106-GA 15001GALLI IE 26.75 6° 1 )SW IE 26.50 6°� NE \ SEE PLUMBIN PLANS FOR CONTINUA110N 5 LF 6"SS®2 6° SANITARY $EWER POCK IE 27.00 6° SSCO- SEE PLUMBINC PLANS RIM 31.80 FOR CONTINU TION IE 2690 6° SANITARY SEWER POI� IE 20.82 7 LF 6" SSA eEEMolN FOR CONTINU TION 6" SSCO RIM 31.91 IE 20.82 LF 8" SSI TRENCH / RIM �'( 3 \ / IE 2 .13 (IN)SE ,o IE 2 0 6°(((IN))SW IE 19.96 8" IN S 9.86 8° 01 I RNAL VERT DROP UCTURE S ER IE 26.06 6" IN) TO IX IE 19.96 6" OUT) IE 18.E PER CDR STD DTL 402.1 22 LF 6" SS 00 26 LF 6" SS .i r°k 20.30 9 8 SSC ,�b°I• STA 51 89.0' RIM TO SCO IE 20.3 CalDl beIlg.fore you Approved By: Date: 8-I-I r I-800424-5555 UNDERGROUND Approved By: Date: SERVICE (USA) 0 10 20 40 Approved By: Date: SCALE 1'=20' Approved By: Date: L r/ SSMH 29.00 V)=19.70 10"CONC JW)=19.00 16 CONC f)=1890 10 CONC 4 TEMPORARY BENCHMARK 6" ' BET PK-NAB AT EDGE OF ASPHALT .4 12L"I�AOON = 29. 18' �.4 12 (0UT)E EX STUB RLM=29.24 / LEUW)- 894 12""PI/C EX CH SATINY 18"PI/C 1MLA-2 BOTTOM=1724 AR=265 I, 4B NO 1. 0 X FIRE HYDRANT TO /�BPPERsroar c RD J � � � T ECTIOW \ 15' S 100 Del 5 "H tih°R N ® J18 ��18.J2 IN RNAL VERT DROP STRUCTUR � /? IE=1 . � IE=17. k IE 6.83 6"1 J(F IE 9.96 6"(OUT) PER CDR STD DTL 402.1 -21 L �5 LF°6" SS ® 2.2% RIM 3 .80 61 6LF6°SS0 SS TOP=1 A SD IE=21.62 IE=17.62 (IX IE=1 IE 8.0TL511))F) Gp RAG F7N�tRY IE 27.75 UUIU L Ur UAMUL ULUUW SE PLFF= 2A0 SEE PLUMBING PLANS FO COTIFOR CONTINUATION I SEE SHEET - C403 AS NOTED 1°ID1R0Li xra Teal Iasi e '7 >} CITY OF X0" RENTON IXIE Incx DATUM •*N+LL Planning/Building/Public Works Dept. IF NOT ONE INCH NN£ ICCONONCLT Legend //A � N 79'33'06" E - 46.81' PROPERTY LINE Ex ae�mm9 BUILDING ASPHALT PAVEMENT O CONCRETE PAVEMENT 1z"ss 8" S SANITARY SEWER - SS �'Y" r )SSMSD 55CO O • SANITARY MH/CO e"sT STORM DRAINAGE PIPE M e n ®o YD/CO/CB/CB 2/NTH lz" Dr w W 1 WATER MAIN fH�fFOc Ply � • N FH/FDC/PN/VALVE VC F*D�PIV ®wM O WATER VAULT/METER N ADJUST MANHOLE RIM AND COVER TO EL 30.3t RIM EL RE FOR N RECHANNEL FOR NEW SSS PER COR STANDARDS CONNECT NEW 10" SEWER MAIN TO EXISTING MANHOLE IE=18.32 (EX) PER CDR STD PLAN 400.1 USING GPK ADAPTER, KOI. SEAL BOOTS, OR APPROVED EQUAL GROUT EXISTING KNOCKOUT. REMOVE AND RELOCATE EXISTING FIRE HYDRA PER CITY OF RENTON STANDARDS. CONTRACT SHALL COORDINATE WITH THE OF RENT WATER CREWS FOR PORTIONS OF THE WORK. CONTRACTOR SHALL LOCATE AND EXCAVATE T EXPOSE THE EXISTING HYDRANT GATE VALVE AND PIPE. CITY CREWS TO PERFORM ALL WORK INCLUDING CLOSING THE VALVE, REMOVAL, AND REPLACEMENT OF THE HYD 1 IT SEE SEWER TREN H CONTRACTOR SHALL INSTALL CONCRETE THRU DETAIL SHEET C ABANDON IX r 3 SM BLOCK, PERFORM ALL BACKFILL AND SURF] s RESTORATION. REMOVE LID A D 16 LF 6° DI CL52 FILL BASE WATER QUALM caul (,R) LOCATIONS APPROXIMATE -VERIFY LOCATION C AND ELEVATION PRIOR TO CONSTRUCTION. s EX °NTH, EXTEND SIDE SEWER AND RECONNECT TO / AN COL R = 1.72 NEW 10" SEWER MAIN. / H2 RR LEV LEVE=20 2 REPLACE SIDE SEWER AS NEEDED TO 807 TOY= 22 ACHIEVE MIN 2.0% SLOPE. C I EX SSMH C RIM =289J LE(SWLE) TOH C E MH CTR CHN=18.06 877 WRR watt CONNECT NEW 6" PUBUC SEWE Os1 2aA TO EXISTING MANHOLE AT EXISTI G PER CDR STD PLAN 400.1 USIN 81 THA0041 W�4'lfl& 6'w 6 ADAPTER, KSEAL BOOTS, EQUAL APPROVED EQUAL r e e BM �, I �• � f rr t/I��I"I SOUTHPORT OFFICE RENTON WASHINGTON UTILITY PLAN 10/25/2019 iaaaa.: NNNX6 xo: C401 I oT X LOCK/N LLD RI.IA 21.78 ' IE 76.88 NE 18" PEP IE l6.88 BE 18" PEP Lu LL LL 0 rr 0 11 0 Legend N 79'33'06" E - 46.81' PROPERTY UNE eD; mn9 BUILDING ASPHALT PAVEMENT CONCRETE PAVEMENT 12"ss Ss B" S SANITARY SEWER T TSSMB OSSCO O SANITARY MH/CO e"s6 So STORM DRAINAGE PIPE �- ^ [ ] ®� ❑� ®� YD/CO/CB/CB 2/MH 12' O/ W W 12" DI W WATER MAIN ELt➢cC Pl0 wva . ��FDC. IV NWV FH/FDC/PIV/VALVE OW HEWN F=7 IM WATER VAULT/METER HEAVY ASPHALT PAVING NEAT I CDF BACKFILL REQUIRED OVER - PIPE IN AREA NOTED ON PLANS CONTRACTOR SHALL DIG DOWN - TO EXPOSE THE EXISTING PIPE. EXTREME CARE IS REQUIRED TO PROTECT EX PIPE AND POLYWRAP PROTECT EX 8 MIL, BLACK, — TUBE -TYPE POLYETHYLENE PLASTIC PER AWWA C105 STDS MINERAL AGGREGATE PIPE ZONES ffin ill BEDDING PER CDR STDS 12" 12" NOTE: 1. DETAIL FOR USE ALONG 12" WATERMAN 0 PORTION OF EX MAIN UNDER FUTURE OVERHEAD STRUCTURE. SEE PLAN FOR LOCATION AND EXTENT. Water Main Trench w/ CDF Backfill NOT TO SCALE S-387807 CONSTRUCTION RECORD DRAWING This construction record drawing is a copy of a cad file prepared by COUGHLIN PORTER LUNDEEN and has been edited to reflect field verified invert and rim elevations of the storm, sanitary sewer and water main systems. Field verified invert and rim elevations were obtained by EXXEL PACIFIC IN AUGUST 2019 The on -site private storm drainage facilities and public/private water and sewer systems were installed in accordance with the approved plans and the documented field revisions and function as intended. IRRIGATION METER INSTALLATION - I -INCH METER TO BE INSTALLED BY CITY FORCES. CITY TO PROVIDE ALL MATERIALS FOR METER INSTALLATION. CONTRACTOR SHALL PROVIDE ALL EXCAVATION TO EXPOSE THE WATER MAIN AND PERFORM ALL BACKFILL AND RESTORATION WORK AFTER INSTALLATION OF METER BY CITY FORCES. PROTECT EX FIRE HYDRANT TO 2 LF 1- TYPE 'K COPPER 1" IRRI TION METER AND SERVICE CONNECTION TO 12" DI MAIN PER STD PLAN 320.1 1" IRRIGATION SYSTEM PRV, REDUCE SYSTEM PRESSURE TO 8OPSI, ER STD PLAN 340.5 i .5" IRRIGATI N SYSTEM DCVA, PER STD PLAN 340.8 / / 1.5"X1" REDUCER BETWEEN RV AND DO A VAULT PSE SW2 P EX POWER VAULT 0 REMAIN I ✓� FOR S RVICE TO BX OFFICE i AND HOTEL PROJECTS` PSE IE SWI D Ri A FIRE DEPT�ONNECANS SEE SPRIN LER PLANS OF FOF /� CONTINUATI N INSIDE BLDG // \\ 6" DOMESTIC WATER SERVICE / RPBA LOCATED INSIDE BLDG SEE MECH'L PLANS FOR CONTINUATION INSIDE BLDG ZS / EX 12" DI / 8" I'll E SPRINKLER SERVICE _ RPDA LOCATED INSIDE BUILDING MAIN WATER /S' ELoGTLETs ON P r Ec. s MAIN A CpN / SEE ECH'L PLANS FOR CONTI UATION INSIDE BLDG SA 9+65.4 LT) 3 LF 8" DI CL52 IV (F 6" DOMESTIC WA R ETER s , s PER COR STD P 320.4 W/ PIV (PAINTED BLUE) 11 LF 6" DI CL52 L- - - - --------T -- ffi �w REMOVE EX PWGS(MJ) T� �w AND CONNECT TO NEW SERVICES APPDX BRiPUNgoE mEEs a �R (GYP OF 3) ZGF qV 33T 08 9 3°CO ➢IIMO'.E.TT INC. vwaw: sTEg 1 h� COUGHLINPORTERLUNDEEN W STRUCTURAL CIVIL SEISMIC ENGINEERING NO. ISOLATION VALVES 11 12" 1" CORP STOP POINT OF Z OF BUILDING ABOVE STA 30+13 TO STA 31+36 WATERMAIN TRENCH W/ CDF BACKFIH SEE DETAIL THIS SHEET EX CB 71PE E� RIM 2270 EX 17 CAT TEE (FLVALVE EX 6" GAT LEE VALVE (FZ R/M 22.16 /f 78.05 /Jf 15" E EX MEGA LUG EX 8" GATE (mi) (FLrMJ) EX 6" GALE VALVE (FLxMJ) IE 19.60 HE 15" CPEP lE 1826 SW 15" G ° EX 8" PLUG (MJ) EX 6" PLUG NJ) LE 19.00 S 6" PVC AE ➢8.00 N ➢8" CP6 EX ISOLATION VALVE EX 12' CATE VALVE (MJ) W/ THRUST BLOCKING Ex 12" Pmc (MJ) Ex ➢2 x6' TEE (,wxRI) W1 THRUST BLOCKING EX 6" GATE VALVE RZ R L) Ex 6"PLUG (M/J W/ THRUST BLOCKING n 0 REVISION ---hww M 1117" OF BUILDING ABOVE GARAGE _ ENTRY FF=22.00 ol -.1_ .- . - . � Approved UNDERGROUND Approved SERMCE (USA) �o���000000�� SCALE ��o���000000000000000 •Approved SEE SHEET - C401 EX CB TYPE T 4L G. EX CB TYPE 7/ W1 SOLID LOCK/NC US RIM 22.0 LE 7859 SW 15" CPEP VERIY.N: NN9 7. AS NOTED X010IDXf0L xw 1B61B°' CITY OF RENTON IXIE INCH DATUM AlN+LL. Planning/Building/Public Works Dept. IF Her ONE INCH NN£ ACCONDNCLY E1301671.131 Date: Date: Date: Date: I'-VAUtl 4" G 4" G 12 CC - 1-2fae• N46'45'23 E 646 OJ' EX CB TYPE RIM 21,73 IS 19.30 SW&NE dP�C SO— SOUTHPORT OFFICE RENTON WASHINGTON UTILITY PLAN Cr) O V U W W 2 W W W W 10/25/2019 C402 O X n W U LL LJ_ O rr O 11 O GRADE SEE NOTE 1 SAWCUT (THOROUGHLY TACK EDGE OF SAWCUT PRIOR TO PLACING PATCH) EXISTING ASPHALT PAVEMENT � CLASS B ASPHALT CONCRETE PAVEMENT SEE PAVING PLAN FOR ROAD SECTION ASPHALT TREATED BASE %G SEE PAVING PLAN FOR ROAD SECTION I` 6" 10" SEE NOTE 2 1 c IIC IICII� SEE NOTE 3 [ 111 11 II I SUBGRADE 14 40' NOTES: 1. PIPE ZONE BACKRLL PER WSDOT STD 7-08.3(3) 2. GRAVEL BACKALL FOR PIPE ZONE BEDDING PER WSDOT STD 9-03.12(3) 3. SCARIFY AND RECOMPACT 12" OF SUBGRADE. IF CANNOT ACHIEVE 95% DENSITY, SUBGRADE TO BE REMOVED AND REPLACED WITH 2" MINUS AGGREGATE. GEOTECH TO BE ON SfTE TO WITNESS COMPACTION TEST AND DETERMINE EXTENT OF SUBGRADE TO BE REPLACED IF NEEDED. Sewer Trench Detail NOT TO SCALE S-387808 CONSTRUCTION RECORD DRAWING This construction record drawing is a copy of a cad file prepared by COUGHLIN PORTER LUNDEEN and has been edited to reflect field verif ad invert and rim elevations of the storm, sanitary sewer and water main systems. Field verified invert and rim elevations were obtained by EXXEL PACIFIC IN AUGUST 2019 The on -site private storm drainage facilities and public/private water and sewer systems were installed in accordance with the approved plans and the documented field revisions and function as intended. 33708 N O `1- 0 w w U) w w U) ti O ZGF qV SM ➢.MOItl8"i, INC. COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING NO. BP✓G SU i' i REVISION y� 9:I���K[171I 6" ITARY SEWER POC SEE PLUMBING PUNS FOR C ATINUATION 6" SS CLUNOUT IE 18. 0 ANECT SIDE SEWER TO NEW 10" SEWER MAIN ACE SIDE SEWER AS N EDED TO ACHIEVE 2.0% SLOPE. N� RIM=30.00 \�IE 16.30 10"(IN)NW IE 16.20 10"(OUT)E PER CDR STD DEI 400.1 �EE DERI� C411 (, > SEE SHEET - C404 Call before you .= or 1-800424-5555 UNDERGROUND 0 10 0 40 SCALE T=207 REPLACE SIDE SEWER AS NEEDED TO ACHIEVE MIN 2.0% SLOPE. (EX SIDE SEWER STUB IE=17.19) LF 6' SS 0 2% MIN ?YiIf�PCR ff'0 0.5% VERIY.N: NN9 1 AS NOTED X01°ID1R0Li w➢ iNai Iasi Nnu"1: CEC IXIE KH orE��n: DATUM TB13 •r fvu xuc Ir NOf ONE INCH BY DATE APPR I "NN—: —''�0R0NCL SSMH #5 48" (PUBLIC) RIM=30.05 IE 16.16 10"(IN)W IE 16.06 10"(OUT)SE (EX) PER CDR STD DET 400.1 SEE DETAIL C411 CONNECT EXISRNG 10" PUBUC SEWER MAIN TO NEW SSMH n CITY OF RENTON Planning/Building/Public Works Dept. Approved By: Date: Approved By: Date: Approved By: Date: Approved By: Date: N 7933'06" E - 46.81' PROPERTY UNE c, e�rrdm9 BUILDING ASPHALT PAVEMENT CONCRETE PAVEMENT rz°ss SS 8^ S SANITARY SEWER )SEW ossco SANITARY MH/CO nD Sp y STORM DRAINAGE PIPE - y Men ®(3 YD/CO/CB/CB 2/MH 12' of w W WATER MAIN F�f r- Pao a • FHdDC PTV �WV FH/FDC/PIV/VALVE OW ®WM 0 WATER VAULT/ME ER SOUTHPORT OFFICE 10/25/2019 RENTON WASHINGTON In°➢®aN' UTILITY PLAN C403 sHQ.. or X Approved By: Date: Approved By: Date: W U LL LL O rr O IL _ O A S-387809 CONSTRUCTION RECORD DRAWING This construction record drawing is a copy of a cad file prepared by COUGHLIN PORTER LUNDEEN and has been edited to reflect field verified invert and rim elevations of the storm, sanitary sewer and water main systems. Field verified invert and rim elevations were obtained by EXXEL PACIFIC IN AUGUST 2019 The on -site private storm drainage facilities and public/private water and sewer systems were installed in accordance with the approved plans and the documented field revisions and function as intended. —61P SO- 33708 SEE SHEET - C403 ZGF qV SEED DEVELOPMENT, INC. COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING NO. AS NOTED ESE onN"1: CEC MIE INCH LNECXEO: Na NLL SLNE TBB IF Her ONE INCH REVISION BY DATE APPR """�� �"''�0R0NCL n "wCITY OF �➢,�.NE, RENTON DATUM Planning/Building/Public Works Dept. Approved By: Date: Approved By: Date: SOUTHPORT OFFICE RENTON WASHINGTON UTILITY PLAN Call before you D�g.8-I-I r I-800424-5555 UNDERGROUND SERVICE (USA) 10/25/2019 C404 ➢ XOP. W U_ LL LL O ^O LL 0 WATER UTILITY NOTES AND SPECIFICATIONS 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBUC 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 UNITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBUC WORKS DEPARTMENT AT (425) 430-7301. THE POUCE 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 UTIUTIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBUTY 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 PUBUC 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 CUSS 52. CEMENT MORTAR UNING 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 FTFTINGS 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 UNING 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 FT1NGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLOGGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/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 JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FANGED 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 WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW UST 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.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 WATERMAN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTIUTY CONFUCTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING TIGS'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 USTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 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 PION (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED INTHE 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 RESPONSIBIUTY 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 PUBUC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPUED 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 BACKFILUNG ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBUES 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. 4 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. CONSTRUCTION RECORD DRAWING This construction record drawing is a copy of a cad file prepared by COUGHLIN PORTER LUNDEEN and has been edited to reflect field verified invert and rim elevations of the storm, sanitary sewer and water main systems. Field verified invert and rim elevations were obtained by EXXEL PACIFIC IN AUGUST 2019 The on -site private storm drainage facilities and public/private water and sewer systems were installed in accordance with the approved plans and the documented field revisions and function as intended. S-387810 WATER PLAN GENERAL NOTES StancloTd PYn ND, 300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CRY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSOOT / APWA STANDARD SPEOFIFATIONS, LATEST EDITION AS AMENDED BY THE an OF RENTON. A SET OF CRY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE{ONSTRUCRON CONFERENCE SHALL BE HEIR 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 1-8004245555 TO VERIFY LTTILTIY 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 CRY OF REMAIN 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 IN. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSVAW WA C310/A21.1DA2 ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA CLOG 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 481NCHES 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 UTLITY 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 PPE MANUFACTURER'S 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 (M DD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALLBE95 MOST 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CRY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICALAND HORIZONTAL BENDS, FITTINGS ANDBASEOFHYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT)MAYBE REQUIRED ON ALL MECHANICAL101NTS 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 MAN 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. S. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF ISO PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WRHAMAXIMUMOFSPSIPRESSUREDR09DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE WALLOW DISINFECTED, HUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SKULL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 30 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE DuFnNG WATER MAIN AND FTITINGS 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 DUSTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. PUBLIC WORKS STD. PLAN - 300.0 DEPARTMENT 1 WATER PLAN GENERAL NOTES MARCH 2O10 TESTING DETAIL t10 FT 12:I6"lz1WLGll51:iWR21 EXISTING TEE, DEAD END LINE, CAP OR PLUG DO NOT DISTURB BLOCKING NEW WATER VERTICAL CROSS (MJXFL) FOR POLYPIGGING 1-BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG 1-BLIND FLANGE ON BOTTOM 1-PLUG(MJ) W/2-TAP & 2" BLOW -OFF TEMP. BLOCK FINAL CONNECTION DETAIL NEW WATER LINE EXIST. WATER LINE AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT TO EXISTING WATER LINE WITH SLEEVE (MJ) AND D.I. SPOOLS FINAL CONNECTION BY CITY FORCES PUBLIC WORKS CONNECTION TO WATER MAIN STD. PLAN - 300.5 4 4 DEPARTMENT EXISTING TEE OR END LINE CAP MARCH 2O10 J ZGF 33]O8 9 SEED DEVELOPMENT, INC. SITE y� COUGHLINPORTERLUNDEEN W STRUCTURAL CIVIL SEISMIC ENGINEERING NO. A 4E&A 11-1/4- BEND 22-1/2- BEND 45' BEND CAP TEE 90' BEND U r AR f 1 a ,,,AxE1.LRNR REAUAR AREAFAM R[PFRS TBF .0 M w o. SOUARL ran NOTES 1. LOCATION AM SM M MOCKING FOR PRE URGER THAN 12-MAMETER AND FOR SOIL TYPES DIFFERENT THAN SIOXN SHAUL BE DETERMINED BY THE ENGMEEP. 2. AU BLGCNING STALL BE POAAIED IN PLACE AGAINST UNDSNRFW NATIVE MIXING, 3. ALL POURED III BLOCKS SNAIL BE BAMFIUZD AF EN MIN. 1 DAY. PRESSURE TESTING SHALL OCCUR AMR CONCRETE HAS REACHED NOMINAL COMMESSYE STRENGTH, C AU-SLOCAING SHALL BE CONMER 0. 5 (1-1/2-L 5. BLOCKING AGAINST mTHGS SHALL BEM AGAINST ME GREATEST %mNG SURFACE AREA POSSBLE. BAIT SHALL HOT COVER OR ENCLOSE SELL ENDS. JOINT BUTS OR GLANDS REASONA&E ACCESS TO BATS AND CLANGS SHALL BE PROVIDED. PUBIdC WORKS CONCRETE BLOCKING FOR STD. PLAN - 330.2 FS DEPARTMENT HORIZONTAL AND DOWNWARD VERTICAL BENDS MARCH 2O10 THRUST WOCK BEARING AREA IN SQIAFE MET (SEE MOMS) FOR HgillpliN AND DOWNWARD VERTICAL BENDS n.7... Stll fIRN SILT OR flflY SILTY 5 COMPACT SAND CMIPAti SAND 6 GRAVEL RD' Is- eeNo n 1 4' 9a� Is aEND n 1. r sa� Is eEro n 1 4' nmxG 19EM TEE cAP oR xuc a 2z 1/Y REND ]EE cA KR PwG Ianz2 1/r eE+D TEE cA cfe vwc A 2z I/a eEHD afxD ♦ J 12 4.2 1.J 9 2.1 21 1.0 22 .fi I6 10 1 9. 9. S J V 1. 19 5 SS IA ] I ] ] IIJ 1 5. ] J]. VISAS CALGHNTED ON J00 P51 TEST PISSSURE. J'-0' MIN. COVER fpt WATERMAIN IE55 THAN 13". 1'-0' MIX. COVER iQQ WAiAYAM 12. OR GKAIER. NAX HOGNi K THRUST BLOCK (F<) � 0.5 x DEPTH Cf TRENCH Nx, HEIGHT OF THRUST BLOCK (fn � O.D. PIPE 1 LO' FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS GLOW MEDA Oft M & H 929. MUELLER SUPER CENTURION 200. AND WATERp1S PACER NTH B' MECHANICAL JOINT INLET NTH 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 ADAPTOR, 4.875' SEATTLE THREAD X 5' STORZ, ATTACHED WTH 1/8- STAINLESS STEEL CABLE. 1-1/4- PENTAGON OPERATING NUT. FIRE HYDRANT TO TO MIN. 18' TO 20- DOMINO BACK OF CURB OR 12" BEHIND BACK OF Y SDEWALK THAT IS AWACENT TO CURB 4.875' A 5' STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG 5'x5'A6- THICK CONCRETE PAD ARWND TYPE COVER. EQUAL TO OLYMPIC FWNDRY CO. HYDRANT. FINISH TO MATCH SIDEWALK. STANDARD B' TOP SECTION NTH REGULAR BASE EXPANSION JOINT AT SECTION LENGTH TO FIT. VALVE NUT EXTENSION 2. ® BACK OF SIDEWAUK AS REQUIRED. CONCRETE SIDEWAIX RAISED PAVEMENT MARKER TYPE 88-A ,,,-OR PLANTING STRIP �STMSONITE TWO-WAY BLUE REFIECTVE 36' MIN COVER CONCRETE BLOCKING i� O CONCRETE 'E THRUST BLOCK �ON MAN LINE TEE. NTH 6- MANGE SIDE OUTLET. 6' GATE VALVE (R X MJ) AWWA C-509. RESUENT SEAT 6- DUCTILE IRON PIPE. CLASS 52 CEMENT LINED. LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. 16" a 8' A e MINIMUM 1/2 YARD OF 1-1/4- WASHED DRAIN ROM CONCRETE BEARING I' ABOVE BOOT RANGE. PLACE 8 MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM ARWND TOP AND SIDES OF FIRE HYDRANT ASSEMBLY ALL GROUND LEVEL ALL GROUND 3' RADIUS _MIN 3' RADIUS ONE MAN 6" CONCRETE PAD riv- L6' CONCRETE PAD CUT FI LL HYDRANT LOCATION IN CUT OR FILL PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 DEPARTMENT MARCH 2O10 AS NOTED ESE DMNMI: CEC GIVE INCH n1ECXm: AT TILL SCNE TBB IF NOT ONE INCH REVISION BY DATE APPR AP"ImRn: �L£i1�0R0NBLY n 2} CITY OF IgREONTOL RENTON DATUM Planning/Building/Public Works Dept. Approved By:. Approved By:, Approved By:. Approved By:, FINISHED GRADE ELEVATION 3 FT MIN. COVER (10-INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12-INCH DIAMETER AND OVER) NEW WATER MAN I POLYPIG VERTICAL CROSS FOR POLYPIGGING STATION Date: Date: Date: Date: TEMPORARY 2' GALVANIZED PIPE AND 2' GATE VALVE INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POLYPIG SIZE OF VERTICAL CROSS SHALL BE THE SPARE AS SIZE OF AWN UK VEHIICA" CRO55 (MJ x PI ONE BLIND FLANGE ON TOP OF CROSS WTM T TAP & 2" TEMPORARY DUBA F ASSEMBLY MEMMT BLOW -Off ASSEMBLY AND INSTALL 2- PLUG AFTER REMOVAL OF CLEANING VPMY-PIG-) ONE BIND FIANGE ON BOTTOM OF CROSS ONE PLUG (W) ON END OF CROSS CONCRETE BLOCKING ALL DEEMS AND POLWICS SHAU. SE REMOVED FROM SUMP OF VDMCAL CROSS BEFORE DISINFECTION OF NEW WATER MAIN PUBLIC WORKS POLY PIG STATION FOR CLEANING OF SO' PLAN - 300.0 DEPARTMENT WATER MAINS MARCH 2O10 SOUTHPORT OFFICE os/os/zols RENTON WASHINGTON UTILITY DETAILS OP . C410 P