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Home My WebLink AboutR-382036O N 00 cy) I O I r) LU \ I \ I 4. \\ ed a d I - - - - - - - - - - LIVE STORAGE VOLUME (CF) DEAD STORAGE VOLUME (CF) RELEASE RALE (CFAs) ax -4II I / 8" INLET FROM CBjL ------------------------ ------ n AS -BUILT REQUIRED Y IE: 41.0 AS -BUILT 2 -YEAR 4,411 4,513 1,515 - 400 100 0.01 0.01 0.02 10 -YEAR Q 7,033 24�ACC SOLID UD - y I 0.04 004 AccEss Mwra HO 100 -YEAR n 8,601 $601 - 400 IW 0.06 DOE 94' suMP - _ DET—R—MON VAULT \4 T _ yl p d D'B1iMONVAULQI'd ° \ \ 3381' \ d' Q d \ 8' ROOF DRAW Il.ffi (AB) If: 41.0 __-_-__ 11R EL=3Bl- 3610 (AB) VAULT SBCIIONA-A SCALE I•=5' SCALE: 1" = 10' 10 n 0 SE 1/4, SW 1/4, SEC, 05, T. 23 N., R.05E., W.M. KING COUNTY, WASHINGTON 6" ELBOW RES ICTOR, EL=41-35 41.16 (AB) ORIFICE DIA.=0.91" SEE DETAIL PIPE SUPPORTS. N0. AS REO'D 3" X 0.9 G4 BOLT OR IMBEDDED 23' (MIN.) - IN CEL WALL O 3' (MAX) SPACING. MIN. i' SUPPORT ORIFICE /1 = 056' DIA EL=37_25 RESTRICTOR PLATE TO BE SHARP EDGED SHOP DRILLED e� t -----U.F. EL 10.9 -�--- 401 POLYPROPYLENE SAFELY STEPS AND UDDER X CLEANOLR/SHEAR DATE T2 a SD to �---4-- ei rLOWRBSCTRICTOR SCALE I•_2' HANDLELIFT HANDLE SHALL BE O w/LOCK PIN ATTACHED PER ADIOSTABLE MANUFACTURER'S LOCK HOOK O RECOMMENDATIONS w/LOCK SCREW ALTERNATES ARE ACCEPTABLE PROVIDED MATERNL SPECIFKAPONS ARE MET AND FLANGE BOLT PATTERN MATCHES I e2 CLEANOUTISHEARGATE NOT TO SCALE PLATE K OM TO PRO w/ORIFICE AS SPECIFIED n--- A t- 0 0 LVEL - - - - - - - - - - LIVE STORAGE VOLUME (CF) DEAD STORAGE VOLUME (CF) RELEASE RALE (CFAs) ax -4II I / 8" INLET FROM CBjL ------------------------ ------ ---------� AS -BUILT REQUIRED Y IE: 41.0 AS -BUILT 2 -YEAR 4,411 4,513 1,515 - 400 100 0.01 0.01 0.02 10 -YEAR 6,912 7,033 24�ACC SOLID UD - y I 0.04 004 AccEss Mwra HO 100 -YEAR n 8,601 $601 - 400 IW 0.06 DOE 94' suMP - _ DET—R—MON VAULT T _ yl 3381' 24"a SOLID LID ACCESS MALI w VAULT DEMENSIONS SCALE: 1'= 10' 8' ROOF DRAW Il.ffi (AB) If: 41.0 __-_-__ 11R EL=3Bl- 3610 (AB) VAULT SBCIIONA-A SCALE I•=5' SCALE: 1" = 10' 10 n 0 SE 1/4, SW 1/4, SEC, 05, T. 23 N., R.05E., W.M. KING COUNTY, WASHINGTON 6" ELBOW RES ICTOR, EL=41-35 41.16 (AB) ORIFICE DIA.=0.91" SEE DETAIL PIPE SUPPORTS. N0. AS REO'D 3" X 0.9 G4 BOLT OR IMBEDDED 23' (MIN.) - IN CEL WALL O 3' (MAX) SPACING. MIN. i' SUPPORT ORIFICE /1 = 056' DIA EL=37_25 RESTRICTOR PLATE TO BE SHARP EDGED SHOP DRILLED e� t -----U.F. EL 10.9 -�--- 401 POLYPROPYLENE SAFELY STEPS AND UDDER X CLEANOLR/SHEAR DATE T2 a SD to �---4-- ei rLOWRBSCTRICTOR SCALE I•_2' HANDLELIFT HANDLE SHALL BE O w/LOCK PIN ATTACHED PER ADIOSTABLE MANUFACTURER'S LOCK HOOK O RECOMMENDATIONS w/LOCK SCREW ALTERNATES ARE ACCEPTABLE PROVIDED MATERNL SPECIFKAPONS ARE MET AND FLANGE BOLT PATTERN MATCHES I e2 CLEANOUTISHEARGATE NOT TO SCALE PLATE K OM TO PRO w/ORIFICE AS SPECIFIED n--- A t- 0 0 LVEL \ Px 1P I I I I prs.dbeattininmgaa I I I PLAN VIGW orxrurllao GdImJ 9'x 1p'xnu wY 1 I MT! mo��oaln I t --J be atm sem L ---j tremae. y.ua ew maaadamau _ r wamea �wux�wx Waw pats — , n.�e. IWoimq Di l6k W.S. tenors or ams we e anC onm Y NTE �-- 4r Nuri naw Godo -,a flow A aYxboloula qp MMmbml tpp-yrawan inflow lbw 2410 SOLID LID "OTC31 DD 2/4" FRAME At 1, All metal pans most be comcISIon reslsont. Steal parts must be galvanized and at LEVEMNG BRICKS asphalt coated(Treatment l or better). ICKS TOP OF PT APB (SEE 2. Provide water stop at all cast -In -pace wrabudlw pints TOP OF PT SLAB (SEE ARCHITECT PUNS Fp4 Preceaal vaulls shall have approved rubber gasket system. ARCHITECT PLANS FOR ELEVATON 3. Vaults <10 wide must use renvable lids. ELIYATOMC) A. Prefabricated vault sections may require structural modifauos °�r III FLOW RESIRICiPR >ooO _ EL -44.3 to support 5'x10' opening ower mein vaul. Altematisey, abees r002-006) 1 ° an be provided Hoa side vestibule as shorn. FLOW RESTMCTOR (SEE DETAIL 1/C42) o o �) 0 ---- B100YR. EL�d:B•- ------ E. All vault areas must be wlmin SIT of an access point. (SEEDEraI.I/c42)oo e. Fa vaults under roadways. thewoo able pawl must be bated coalde the travel lance. DRAIN PER—o°o ---------10YR. Ell M ---------- b` Ntematively, multiple standard bcklrg manhole awe may be prwded. Spacing of marl IN PER ARCHITECT PUNS 41.85(16) wvemshallbel2feet,HIECT PUNSww0HOL0 STEPS OR o - 2YR. ELS, handhdrts need only be provided at the wlN plpeaM inlet pipe, HOLD STEPS OR UDDER (SEE KCRS OwG ooER (SEE KCRS DWG 2-006) oo IE: 410 8- INLET FROM CB/f3 TYPIALDE!FrV7IONVAUL7' o 0 o0 Nor ro scuE IE DDT -3 - _ DEAN STORAGE X25 R-38236 u o IE OUT AB JJ.TB TAB) o$ SS ( ) 6` PERFOPATED —N. 5R 6" PERFORATED WALL OFP1N Z o Y WALL GRAIN 's 4 I CERTIFY THAT THE LOCATIONS AND ELEVATIONS SHOWN ON TILE 4' g AS -BUILT PUNS FOR IPGASA I LO SIGNED BY BRIAN AS BUILT $ALAB ARE BASED ON FIELD LD SURBVEY LOCATIONS AND ELEVATIONS VAULT SBCIIONB-B COMPLETED BY 7 AND C OWDED TO JEW F, BPC IN JULY AND AUCCAST OF 2013 AND PRONGED TO TECO FOR FINAL PIAN SCALE 1'=5' PREPARATION DEPENTIONSUH"TCHART - - - - - - - - - - LIVE STORAGE VOLUME (CF) DEAD STORAGE VOLUME (CF) RELEASE RALE (CFAs) ax -4II I - ------------------------ ------ ---------� AS -BUILT \ Px 1P I I I I prs.dbeattininmgaa I I I PLAN VIGW orxrurllao GdImJ 9'x 1p'xnu wY 1 I MT! mo��oaln I t --J be atm sem L ---j tremae. y.ua ew maaadamau _ r wamea �wux�wx Waw pats — , n.�e. IWoimq Di l6k W.S. tenors or ams we e anC onm Y NTE �-- 4r Nuri naw Godo -,a flow A aYxboloula qp MMmbml tpp-yrawan inflow lbw 2410 SOLID LID "OTC31 DD 2/4" FRAME At 1, All metal pans most be comcISIon reslsont. Steal parts must be galvanized and at LEVEMNG BRICKS asphalt coated(Treatment l or better). ICKS TOP OF PT APB (SEE 2. Provide water stop at all cast -In -pace wrabudlw pints TOP OF PT SLAB (SEE ARCHITECT PUNS Fp4 Preceaal vaulls shall have approved rubber gasket system. ARCHITECT PLANS FOR ELEVATON 3. Vaults <10 wide must use renvable lids. ELIYATOMC) A. Prefabricated vault sections may require structural modifauos °�r III FLOW RESIRICiPR >ooO _ EL -44.3 to support 5'x10' opening ower mein vaul. Altematisey, abees r002-006) 1 ° an be provided Hoa side vestibule as shorn. FLOW RESTMCTOR (SEE DETAIL 1/C42) o o �) 0 ---- B100YR. EL�d:B•- ------ E. All vault areas must be wlmin SIT of an access point. (SEEDEraI.I/c42)oo e. Fa vaults under roadways. thewoo able pawl must be bated coalde the travel lance. DRAIN PER—o°o ---------10YR. Ell M ---------- b` Ntematively, multiple standard bcklrg manhole awe may be prwded. Spacing of marl IN PER ARCHITECT PUNS 41.85(16) wvemshallbel2feet,HIECT PUNSww0HOL0 STEPS OR o - 2YR. ELS, handhdrts need only be provided at the wlN plpeaM inlet pipe, HOLD STEPS OR UDDER (SEE KCRS OwG ooER (SEE KCRS DWG 2-006) oo IE: 410 8- INLET FROM CB/f3 TYPIALDE!FrV7IONVAUL7' o 0 o0 Nor ro scuE IE DDT -3 - _ DEAN STORAGE X25 R-38236 u o IE OUT AB JJ.TB TAB) o$ SS ( ) 6` PERFOPATED —N. 5R 6" PERFORATED WALL OFP1N Z o Y WALL GRAIN 's 4 I CERTIFY THAT THE LOCATIONS AND ELEVATIONS SHOWN ON TILE 4' g AS -BUILT PUNS FOR IPGASA I LO SIGNED BY BRIAN AS BUILT $ALAB ARE BASED ON FIELD LD SURBVEY LOCATIONS AND ELEVATIONS VAULT SBCIIONB-B COMPLETED BY 7 AND C OWDED TO JEW F, BPC IN JULY AND AUCCAST OF 2013 AND PRONGED TO TECO FOR FINAL PIAN SCALE 1'=5' PREPARATION DEPENTIONSUH"TCHART STORM LIVE STORAGE VOLUME (CF) DEAD STORAGE VOLUME (CF) RELEASE RALE (CFAs) EVENT REWIRED DESIGNED AS -BUILT REWIRED DESIGNED AS -BUILT REQUIRED DESIGNED AS -BUILT 2 -YEAR 4,411 4,513 1,515 - 400 100 0.01 0.01 0.02 10 -YEAR 6,912 7,033 7,= - 400 IOD 0.04 004 D04 100 -YEAR 8,529 8,601 $601 - 400 IW 0.06 DOE Q06 nabill rw811�befeleyoudig. U17LUTCONFLICTNOTE. CAUTION.• THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PUNS OR NOT BY POTHOLING THE URUnES AND SURVEYING ME HORIZONTAL AND VERTICAL LOGIRON PRIOR TO CONSTRUCTION THIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE O 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CRCSSINGS TO PHYSICALLY VERJY WHETHER OR NOT CONNCTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIPEO PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONRICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WIN INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION