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HomeMy WebLinkAboutR-373723CONSTRUCTION DETAILS OIL/WATER SEPARATOR OIL RETAINER BAFFLE - PLATE ACCESS DOOR - INSPECTION TEE — DIAMOND PLATED INSPECTION COVERS FLOW DIFFUSER GRIT/SLUDGE RETAINER WEIR 6" INLET RIM ELEV PER PLAN - TYPICAL OPTIONAL RISERS AS REQUIRED V-11- . s' -o" .12" 1,-4" SECTION A -A 3/18" GAILY gyp_ PLATE SECTION B -B BAFFLES AND WEIR n OIL/WATER SEPARATOR NOT TO SCALE (UTILITY VAULT COMPANY MODEL 6605A). OF CONSTRUCTION L ^ Z NEEDLEMATERIALS 1 NON -WOVEN TERMINATE CONDUITS ABOVE :- GEOTEXTILE MATERIAL FABRIC IS a i 1111 INSERT SHALL :DAND CEILING IN BUILDING BIOLOGICAL DEGREDATION INLEr ULTRA •• •• L AND A BROAD RANGE OF CHEMICALS. OR APPROVED EQUAL. DIAMOND PLATED INSPECTION COVERS FLOW DIFFUSER GRIT/SLUDGE RETAINER WEIR 6" INLET RIM ELEV PER PLAN - TYPICAL OPTIONAL RISERS AS REQUIRED V-11- . s' -o" .12" 1,-4" SECTION A -A 3/18" GAILY gyp_ PLATE SECTION B -B BAFFLES AND WEIR n OIL/WATER SEPARATOR NOT TO SCALE (UTILITY VAULT COMPANY MODEL 6605A). OF CONSTRUCTION L ^ Z NEEDLEMATERIALS 1 NON -WOVEN TERMINATE CONDUITS ABOVE TERMINATE CONDUITS ABOVE EXISTING GEOTEXTILE MATERIAL FABRIC IS a i IS RESISTANT TO ULTRAVIOLET 1111 INSERT SHALL :DAND CEILING IN BUILDING BIOLOGICAL DEGREDATION INLEr ULTRA •• •• L AND A BROAD RANGE OF CHEMICALS. OR APPROVED EQUAL. APPARENT .• A. :1 US STANDARD SIEVE (0.180 • T--, OVERFLOW PROTECTI GRAB TENSILE STRENGTH: 11 LBS SEAL PENETRATIONS (TYP.) PUNCTURE STRENGTH: 1 LBS HANDLING MULLEN BURST: 11 PSI m�un TRAPEZIODAL JrW. 2d a EXISTING CEILING WATER FLOW RATE: 1 _ 1 CM/SECOND w N SKIRT: 24*x36' SOCK FILTER/SEPARATOR:• 1 K REQUIREMENTS: I CONSULTDISPOSAL • AND LOCAL REGULATIONS FOR DISPOSAL OF INSERTS INSTALL NEW SHEEP .METAL SEDIMENUT COLLE BASIN©CATCH I II NOT TO SCALE EXISTING BUILDING L ^ Z ,r. TERMINATE CONDUITS ABOVE TERMINATE CONDUITS ABOVE EXISTING OVERHANG a i ISOMETRIC SECTION CANOPY OVERHANG IN CEILING IN BUILDING STATE APPROVED - ASPHALT DIPPED L z BUILDING w O > D STORM r: SEAL PENETRATIONS (TYP.) SEAL PENETRATIONS (NP.) N DWC P DAN. PAUL C. SCALE .NONE _ s i 1 m�un DAT%: JrW. 2d a EXISTING CEILING m 247 W 479fm 3L FV9 . IX. 9£401. {N: (541). 6e£ - SM h .J 020£ w _ w N o v=i EXTERIOR U-1 K INTERIOR I I INSTALL NEW SHEEP .METAL � I II INSTALL NEW SHEEP METAL ENCLOSURE TO CONCEAL INSTALL SEAL OFF PROVIDE ( I ENCLOSURE (24" WIDE TO CONDUITS PAINT TO MATCH•.'. W HANDHOLE ACCESS AT I CONCEAL CONDUITS P NT TO EXISTING BUILDING (WIDTH ,.:; SEALOFFS) I a I In MATCH EXISTING BUILDING TO MATCH CURB EXTENT) O_ A W INSTALL SEAL OFF OR COULPING - 3" LB's i ITH SEAL (PROVIDE HANDHOLE n a n m n a CESS AT SEALOFFS) EXISTING CONC EXISTING CONIC CURB CORE DRILL WALL —" LB's (TYP.) EXISTING SIDEWALK TO BE SAWCUT AND EXIST. CONC WALLEXISTING 4AI EXIST. CONIC. WALL ASPHALTREPLACED Store IOD459 v Designed By. CONIC CURB TO BE CMT N Dr By. ROC SAWCUT AND REPLACED EXISTING CONC 2) 2" CONDUITS FROM SIDEWALK CABINET (2) 2" CONDUITS FROM CABINET JH ai E SIDE SECTION EXTERIOR ELEVATION (2) 2e CONDUIT PENETRATIONS AT BLDG. n SECTION AND ELEVATION VIEW V NOT TO SCALE Scale: PLAN VIEW OUTLET za" SQUARE� l n L ^ Z ,r. W/ HINGED LID 24". $QVAItB a i ISOMETRIC SECTION SIDE VIEW GGG_ STATE APPROVED - ASPHALT DIPPED L z 24" SQUARE — 4"0 OR 6"0 OUTLET w O > D STORM p A DWG #' J Gib.., 1, . N DWC P DAN. PAUL C. SCALE .NONE _ s i 1 n24' SQUARE CATCH BASIN �. NOT TO SCALE (REFERENCE DETAIL "GCB10-30HB-4&6' YANVFAOIb�It SIDE VIEW WON 7%Z sAa8aaww PRLHNTI% ' .._ DI0.091eE .FRONT VIEW. ;W RUeLtC AOItb"9 I- REDUCED PRESSURE W WLOW '�' 'UN— MA D%PA%rN%NT ASSEMBLY IN HOTBOX NARGJI gala Rn. P.B.AA. W//HOT BOX J NOT TO SCALE (REFERENCE DETAIL "350.2' n DOULBE CHECK VALVE ASSEMBLY NOT TO SCALE (REFERENCE DETAIL "340.8") 4" CEMENT CONCRETE 4" COMPACTED CRUSHED SURFACING TOP COURSE COMPACTED SUBGRADE MAX. DRY DENSITY NOTE PROVIDE CONTROL JOINTS AT 6' O.C. MAXIMUM ONCRE A,\ �) N.T.S. 2% MAX. SLOPE o n $ o 00 o-dI o Opp p p O o� 00 O OO o a a PLAZA SECTION CITY OF RENTON Approved by: Date: R=373723 pproved by: Date: Approved by: Date: Approved by: Date: vry mP�GHA(i��Z n O Zk 2 9 �r'NG ENGIN��P 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX ae)a��cWcar o O LIN OIM N n Emmm mmF fbiI0I24I--I--In-InInI Oml�l�l�l�l�l�l� In L ^ 'C� SEDIMENT TRAP' W/ HINGED LID 24". $QVAItB a ana9 ISOMETRIC SECTION SIDE VIEW GGG_ STATE APPROVED - ASPHALT DIPPED �n z 24" SQUARE — 4"0 OR 6"0 OUTLET w O > D STORM WATER CATCH BASIN DWG #' J Gib.., 1, . P -ROT. MAN. DWC P DAN. PAUL C. SCALE .NONE _ s i 1 m�un DAT%: JrW. 2d a MDD%L: CCerd-JOlfe-1A6 m 247 W 479fm 3L FV9 . IX. 9£401. {N: (541). 6e£ - SM h .J 020£ w n24' SQUARE CATCH BASIN �. NOT TO SCALE (REFERENCE DETAIL "GCB10-30HB-4&6' YANVFAOIb�It SIDE VIEW WON 7%Z sAa8aaww PRLHNTI% ' .._ DI0.091eE .FRONT VIEW. ;W RUeLtC AOItb"9 I- REDUCED PRESSURE W WLOW '�' 'UN— MA D%PA%rN%NT ASSEMBLY IN HOTBOX NARGJI gala Rn. P.B.AA. W//HOT BOX J NOT TO SCALE (REFERENCE DETAIL "350.2' n DOULBE CHECK VALVE ASSEMBLY NOT TO SCALE (REFERENCE DETAIL "340.8") 4" CEMENT CONCRETE 4" COMPACTED CRUSHED SURFACING TOP COURSE COMPACTED SUBGRADE MAX. DRY DENSITY NOTE PROVIDE CONTROL JOINTS AT 6' O.C. MAXIMUM ONCRE A,\ �) N.T.S. 2% MAX. SLOPE o n $ o 00 o-dI o Opp p p O o� 00 O OO o a a PLAZA SECTION CITY OF RENTON Approved by: Date: R=373723 pproved by: Date: Approved by: Date: Approved by: Date: vry mP�GHA(i��Z n O Zk 2 9 �r'NG ENGIN��P 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX ae)a��cWcar o O LIN OIM N n Emmm mmF fbiI0I24I--I--In-InInI Oml�l�l�l�l�l�l� In L ^ 'C� Z O a a ana9 Z °z GGG_ iDN wym �n z m w O > D O W 'i cn m m = w _ w N o v=i U-1 K rc � II L x W W W Y YS C O_ a a] In a- C O_ 2 W 431 RAINIER AVENUE SOUTH RENTON, WA 98057 1vl CONSTRUCTION DETAL S FRED MEYER 0 FUELNG FACK-hy Permit No. U13001730 M C8 of 10 a f� ; 2_'37 3'7 -';L 3 m • ej L ^ 'C� Z O a a ana9 D °z GGG_ iDN wym �n z m w > D O W 'i m m m = w _ w N o v=i K rc II W W W YS C O_ a a] In a- C O_ Q i w n a n m n a Project 1: 13245 Store IOD459 v Designed By. CMT N Dr By. ROC n Checked By. JH ai E Date: 9.7.2012 Scale: 1._ o Disk File: 4T., . ,.. ....._ o 431 RAINIER AVENUE SOUTH RENTON, WA 98057 1vl CONSTRUCTION DETAL S FRED MEYER 0 FUELNG FACK-hy Permit No. U13001730 M C8 of 10 a f� ; 2_'37 3'7 -';L 3 m • ej L ^ 'C� Z O a a ana9 D °z GGG_ iDN wym �n z �I r �] B O a a ana9 D GGG_ iDN wym R3N z m ` W > D O W 'i m m 1 �I g �] T O e� a�46 ana9 D GGG_ iDN wym %m Z m ` W > D O W �I g 8 O ME ana9 D GGG_ iDN %m Z