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HomeMy WebLinkAboutzW-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: