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HomeMy WebLinkAboutR-370109MI 0 2 ti 4- i r 8 No v DRAIN ROCK PER GEOTECHNICAL RECOMMENDA BONS Z (TYP) ITS" FROM CB1 12' E 29150 VAULT BOTTOM I 28a.% CD < ry 5W 1/4 OF 51:G. 20, TWP. 231V., RUE. 05h., W.M. 1___HOLLOW CORE PRECAST PLANK (LID) ROUND ACCESS, LOCKING RING AND COVER PER RENTON SID PLAN 240.50 SEE STRUCTURAL PLANS FOR S' 10' GRATE WIN ACCESS PROVIDE LADDER DESIGNED BY OTHERS (TYP). SEE STRUCTURAL _;� BOTTOM. MATCH GRADE (TYP) I(%- LID 301.5.+. BOTTOM LID 30a&k PROVIDE LADDER TO BOTTOM DIRECTLY UNDER RING AND COVER. REMOVE VAULT CONS7RUCTON DETAILS PLANS FOR VAULT CONSTRUCTION DETAILS LID FOR VENTILATION DURING MAINTENANCE MATCH GRADE. II- I(TM ALL LOCATIONS) 234 7 DWS EL. 300.00 FLOW CONTROL STRUCTURE 6- IF 297.50 (IN-W) 6' IE 297.50 (11V-W� 12" 1E 29Z50 (IN-E) SEE DETAIL, THIS SHEET FROM C89 FROM AREA DRAIN FROM ROOF DRAIN 6.5'L/VE STORAGE ILVEZDEAD INTERFACE 293.50 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - - - -- - -- - -- - -- - - - -- - -- - --- 3.0' DEAD STORAGE VAULT BOTTOM j 289.92 I TOP SEDIMENT 290.50 - -- - -- 2%fiN -0. 7. 7777 Iq, 1.1' A W, SEDIMENT STORAGE OVER THE 4' WDE SUMP ENTIRE SINGLE- CELLED VAULT (TYP) a=289.50 6 RECOMMENDA BONS 5'XI0' GRATE MIN ACCESS PROVIDE LADDER IT BOTTOM. MATCH GRADE. (TYP) ROUND ACCESS, LOCKING RING AND COVER PER RENTON STD PLAN 240,50. PROVIDE LADDER TO BOTTOM DIRECT.Y UNDER RING AND COVER REMOVE LID FOR VENTILATION DURING MAINTENANCE. MATCH GRADE. (TYR ALL LOCATIONS) ROAD 'A' SEE SECTION 'D', SHEET C32 SEE STRUCTURAL PLANS FOR VAULT CONS7RUCRON DETAILS TOP 301.55 BOTTOM 300 .55 LILWPLAD 'SEE SPOT GRADES ON VAULT PLAN VIEW (BELOW) INSTALL WASHED DRAIN ROCK UNDER VAULT PER GE07ECHNICAL RECOMMENDATIONS STORM DRAINAGE VAULT SECTION 'AV SCALE: 1' =10' HORIZONTAL SCALE 1' =5' VERTICAL 2341 x 14.5'W x 6.51D 2_4 UVE STORAGE = 21,112 CF REQUIRED PROVIDED = 22,055 CF DEAD STORAGE CIL SURROUND IN PVC W WASHED F+i Z 335R (RD-A) DRAIN ROCK PER 0 0 GE07ECHNICAL RECOMMENDATIONS F-1 (Tyr) z 3 6, pmr. PLC TO COLLECT E--i V-1 W GROUNDWATER AND CGNIEY TO C8.% SLOPE AT 1. OX MIN. (TYP) 5W 1/4 OF 51:G. 20, TWP. 231V., RUE. 05h., W.M. 1___HOLLOW CORE PRECAST PLANK (LID) ROUND ACCESS, LOCKING RING AND COVER PER RENTON SID PLAN 240.50 SEE STRUCTURAL PLANS FOR S' 10' GRATE WIN ACCESS PROVIDE LADDER DESIGNED BY OTHERS (TYP). SEE STRUCTURAL _;� BOTTOM. MATCH GRADE (TYP) I(%- LID 301.5.+. BOTTOM LID 30a&k PROVIDE LADDER TO BOTTOM DIRECTLY UNDER RING AND COVER. REMOVE VAULT CONS7RUCTON DETAILS PLANS FOR VAULT CONSTRUCTION DETAILS LID FOR VENTILATION DURING MAINTENANCE MATCH GRADE. II- I(TM ALL LOCATIONS) 234 7 DWS EL. 300.00 FLOW CONTROL STRUCTURE 6- IF 297.50 (IN-W) 6' IE 297.50 (11V-W� 12" 1E 29Z50 (IN-E) SEE DETAIL, THIS SHEET FROM C89 FROM AREA DRAIN FROM ROOF DRAIN 6.5'L/VE STORAGE ILVEZDEAD INTERFACE 293.50 - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- - - - -- - -- - -- - -- - - - -- - -- - --- 3.0' DEAD STORAGE VAULT BOTTOM j 289.92 I TOP SEDIMENT 290.50 - -- - -- 2%fiN -0. 7. 7777 Iq, 1.1' A W, SEDIMENT STORAGE OVER THE 4' WDE SUMP ENTIRE SINGLE- CELLED VAULT (TYP) a=289.50 6 RECOMMENDA BONS 5'XI0' GRATE MIN ACCESS PROVIDE LADDER IT BOTTOM. MATCH GRADE. (TYP) ROUND ACCESS, LOCKING RING AND COVER PER RENTON STD PLAN 240,50. PROVIDE LADDER TO BOTTOM DIRECT.Y UNDER RING AND COVER REMOVE LID FOR VENTILATION DURING MAINTENANCE. MATCH GRADE. (TYR ALL LOCATIONS) ROAD 'A' SEE SECTION 'D', SHEET C32 SEE STRUCTURAL PLANS FOR VAULT CONS7RUCRON DETAILS TOP 301.55 BOTTOM 300 .55 LILWPLAD 'SEE SPOT GRADES ON VAULT PLAN VIEW (BELOW) INSTALL WASHED DRAIN ROCK UNDER VAULT PER GE07ECHNICAL RECOMMENDATIONS STORM DRAINAGE VAULT SECTION 'AV SCALE: 1' =10' HORIZONTAL SCALE 1' =5' VERTICAL 0 FA LC GRATE RIM 3 FLOW ARROI VAULT COVER MAXIMUM COVER MINIMUM COVER STORM DRA INA GE VA UL T SECT/ON 'B' SCALE. I ° =10' HORIZONTAL SCALE. 1-5' VERTICAL CONNECT VAULT FOOTING DRAIN LINE` TO CB5 ULT VA I BO W4 UL T BO FLOW CONTROL STRUCTURE 296. SEE DETAIL, THIS -91EET N� VAULT FOOTING DRAIN LINE Z 6' SO 0 2.00X MIN. SLOPE PROVIDE CLEANOUTS AT NO LADD BENDS (TYP). Z 77GH7LINE ALL ROOF ; , " , I I �'/, 1 11 U BOTTOM DRAINS INTO VAULT - -- 188.82 ­ BLDG 1E OUT 301.0 (TYP) A PROVIDE HATCH G b I -_� <`�4"`SUMP W7H A M.417CH; , GRADE (TYP) EL=489.50 ----- ai_ VAULT BOTTOM % 29000 N. V....... MELD jc CHAIN TO FRAME 1, .......... ............ xn4 INM "0 ... . ...... 0 77, . ...... ROUND SCUD LOCKING LID ACCESS LADDER UNLESS TTOM OZHERWSE NOTED. REMOVE TYPE I LID FOR VEN77LA77ON DURING MAINTENANCE (TWO. MATCH GRADE. SEF RENTON SID 00 L ...... 70P PLAN 204.50. SEE DETAIL. LT BOTTOM .. ..... a' IE .78 (IN-E) SHEET C.14 7 8- IE 301.25 (IN-N) L54 . .......... ....... 8- IE 301.25 (IN -S) 12- 1E 299.45 (OUT-W) SOLID LOCKING LID -VAULT BQTfOld 2811 OLL CAU77ON LOCATION OF EX/STING U77IJ71ES SHO*N IS APPROAIMATE, AND MAY NOT BE ACCURATE OR ALL INCLUSW. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY LOCA77ON OF U77U77ES PRIOR 70 PROCEEDING W7H CONS7RUIC770N. YOU MUST CALL 1-800-424-5555 NOT LESS 7HAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WERE ANY UNDERGROUND U77LI77ES MAY HE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COS7S SCALE: 1" = 10' 0 5 10 20 NOTE: THE STORM WATER DETENTION VAULT IS SHO1W SCHEMA 77C ONLY CR/77CAL ELEVA77ONS AND GEOMETRY IS PROVIDED IN ACCORDANCE WTVI CITY OF RENTON AND KCSXVM SIZING CR17FRIA. ALL PENE7RA77ONS IN 7HE VAULT WALLS ARE 70 BE WATER 77GHT (USE NON-POROUSs NON-SHRINKING GROUT OR EQUIVALENT). PLACE 'CONFINED SPACE' WARNING SGNIIPLATF (PER OSHA STANDARD) W7HIN EACH ACCESS OPENING STRUC7URAL DESIGN OF 714E VAULT (BY OTHERS) REQUIRES SEPARATE REVIEW AND PEWIT77NO BY 7HE ary OF RENTON BUILDING DEPARTMEN• R=370109 ALL PVC PIPES USED FOR THE STORM DRAINAGE SYSTEM SHALL BE PHITE. DEMN770NIWETVAULT 2341 x 14.5'W x 6.51D 2_4 UVE STORAGE = 21,112 CF REQUIRED PROVIDED = 22,055 CF DEAD STORAGE CIL REQUIRED PROVIDED = 10,179 CF 335R (RD-A) a441 (RD-81) 0 FA LC GRATE RIM 3 FLOW ARROI VAULT COVER MAXIMUM COVER MINIMUM COVER STORM DRA INA GE VA UL T SECT/ON 'B' SCALE. I ° =10' HORIZONTAL SCALE. 1-5' VERTICAL CONNECT VAULT FOOTING DRAIN LINE` TO CB5 ULT VA I BO W4 UL T BO FLOW CONTROL STRUCTURE 296. SEE DETAIL, THIS -91EET N� VAULT FOOTING DRAIN LINE Z 6' SO 0 2.00X MIN. SLOPE PROVIDE CLEANOUTS AT NO LADD BENDS (TYP). Z 77GH7LINE ALL ROOF ; , " , I I �'/, 1 11 U BOTTOM DRAINS INTO VAULT - -- 188.82 ­ BLDG 1E OUT 301.0 (TYP) A PROVIDE HATCH G b I -_� <`�4"`SUMP W7H A M.417CH; , GRADE (TYP) EL=489.50 ----- ai_ VAULT BOTTOM % 29000 N. V....... MELD jc CHAIN TO FRAME 1, .......... ............ xn4 INM "0 ... . ...... 0 77, . ...... ROUND SCUD LOCKING LID ACCESS LADDER UNLESS TTOM OZHERWSE NOTED. REMOVE TYPE I LID FOR VEN77LA77ON DURING MAINTENANCE (TWO. MATCH GRADE. SEF RENTON SID 00 L ...... 70P PLAN 204.50. SEE DETAIL. LT BOTTOM .. ..... a' IE .78 (IN-E) SHEET C.14 7 8- IE 301.25 (IN-N) L54 . .......... ....... 8- IE 301.25 (IN -S) 12- 1E 299.45 (OUT-W) SOLID LOCKING LID -VAULT BQTfOld 2811 OLL CAU77ON LOCATION OF EX/STING U77IJ71ES SHO*N IS APPROAIMATE, AND MAY NOT BE ACCURATE OR ALL INCLUSW. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY LOCA77ON OF U77U77ES PRIOR 70 PROCEEDING W7H CONS7RUIC770N. YOU MUST CALL 1-800-424-5555 NOT LESS 7HAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCAVATION WERE ANY UNDERGROUND U77LI77ES MAY HE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTAN77AL REPAIR COS7S SCALE: 1" = 10' 0 5 10 20 NOTE: THE STORM WATER DETENTION VAULT IS SHO1W SCHEMA 77C ONLY CR/77CAL ELEVA77ONS AND GEOMETRY IS PROVIDED IN ACCORDANCE WTVI CITY OF RENTON AND KCSXVM SIZING CR17FRIA. ALL PENE7RA77ONS IN 7HE VAULT WALLS ARE 70 BE WATER 77GHT (USE NON-POROUSs NON-SHRINKING GROUT OR EQUIVALENT). PLACE 'CONFINED SPACE' WARNING SGNIIPLATF (PER OSHA STANDARD) W7HIN EACH ACCESS OPENING STRUC7URAL DESIGN OF 714E VAULT (BY OTHERS) REQUIRES SEPARATE REVIEW AND PEWIT77NO BY 7HE ary OF RENTON BUILDING DEPARTMEN• R=370109 ALL PVC PIPES USED FOR THE STORM DRAINAGE SYSTEM SHALL BE PHITE. DEMN770NIWETVAULT 2341 x 14.5'W x 6.51D 2_4 UVE STORAGE = 21,112 CF REQUIRED PROVIDED = 22,055 CF DEAD STORAGE = 4,733 CF REQUIRED PROVIDED = 10,179 CF 12' OUTLET PIPE IN PLATE Borm E- 289.50 IMBEDDED ATMAX 0.5' 0 TR TYPE 2-72" LIVE,10EAD STORAGE INTERFACE EL 29150 MIN. I SECTION WEW FLOW CONTROL STRUCTURE NOT TO SCALE CITY OF RENTON Approved by� Date: Approved by: Date: Approved by: Date: Approved by: Date: TRIAD ASSOCIATES 12112115th Ave. NE KiMand, WA 98034-6923 425.821.8448 42&&t3481 fax 800A88.0756 toll v taadaa ate .net ;t 4 -4 UA QZ !NQ W4 PC 0 (� 4 W a [`= m C LAJ s LL GREGMY r. AW.A4 AS PRINM mom MARK I HANNS04 ALS PROWT KENN r FL) M. FE VEMW LFM RLA PBD=r IAMDSCM ARCMTECT Mff SMMM UM' 101151112 smx. MEL-11-10' RUX-5' 4 Vs C. Ft WAS 91118 NOT VMD UMM %GK9D AN D= JOB NO. 09-029 ' N`• C3.3or 15 (a IfORAVE(RD-81) 2_4 2- GRATE 335R (RD-A) a441 (RD-81) TR TYPE 2-72" LIVE,10EAD STORAGE INTERFACE EL 29150 MIN. I SECTION WEW FLOW CONTROL STRUCTURE NOT TO SCALE CITY OF RENTON Approved by� Date: Approved by: Date: Approved by: Date: Approved by: Date: TRIAD ASSOCIATES 12112115th Ave. NE KiMand, WA 98034-6923 425.821.8448 42&&t3481 fax 800A88.0756 toll v taadaa ate .net ;t 4 -4 UA QZ !NQ W4 PC 0 (� 4 W a [`= m C LAJ s LL GREGMY r. AW.A4 AS PRINM mom MARK I HANNS04 ALS PROWT KENN r FL) M. FE VEMW LFM RLA PBD=r IAMDSCM ARCMTECT Mff SMMM UM' 101151112 smx. MEL-11-10' RUX-5' 4 Vs C. Ft WAS 91118 NOT VMD UMM %GK9D AN D= JOB NO. 09-029 ' N`• C3.3or 15 IfORAVE(RD-81) C TR TYPE 2-72" LIVE,10EAD STORAGE INTERFACE EL 29150 MIN. I SECTION WEW FLOW CONTROL STRUCTURE NOT TO SCALE CITY OF RENTON Approved by� Date: Approved by: Date: Approved by: Date: Approved by: Date: TRIAD ASSOCIATES 12112115th Ave. NE KiMand, WA 98034-6923 425.821.8448 42&&t3481 fax 800A88.0756 toll v taadaa ate .net ;t 4 -4 UA QZ !NQ W4 PC 0 (� 4 W a [`= m C LAJ s LL GREGMY r. AW.A4 AS PRINM mom MARK I HANNS04 ALS PROWT KENN r FL) M. FE VEMW LFM RLA PBD=r IAMDSCM ARCMTECT Mff SMMM UM' 101151112 smx. MEL-11-10' RUX-5' 4 Vs C. Ft WAS 91118 NOT VMD UMM %GK9D AN D= JOB NO. 09-029 ' N`• C3.3or 15