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HomeMy WebLinkAboutS-3878002-Rev2LUfflYr 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: