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HomeMy WebLinkAboutR-429011Cl) CLU G O z O W U Q n z Q 0 N U V 5'x10' GRATED LOCKING REMOVABLE ACCESS PANEL (MARKED DRAIN) RIM=302.91 - a a' 8 STEEL PROTECTION CAGE a14 0.010'Wxl.9'HNOTCH . a PIPE SUPPORT: a. 3" X .090" ALUMINUM W/ %" STAINLESS BOLTS a a 12" OUTLET PIPE EXIST FRAME & LADDER OR STEPS OFFSET. SEE NOTE 8. 100-YEAR WATER SURFACE iT DESIGN EL.=299.02 1-1-18" RISER 0 LU 0 Q — 8" SHEAR 0 (— GATE w o J 00 0 IE=295.57 AB AS PER SURVEY DATED 03/05/24 COUPLING SOLID FLANGE OR CAP ELEV=293.57 m WATER QUALITY EL.=290.87 AB °a a a a a PROPOSED FLOW CONTROL STRUCTURE 5'x10' GRATED LOCKING REMOVABLE ACCESS PANEL (MARKED DRAIN) RIM=302.91 a a' SOLID FLANGE OR CAP °� ELEV=299.52 aa. ELBOW WITH ORIFICE ELEV=294.87 DRILL A 0.98" HOLE IN PLATE WELDED TO FLANGE OR DRILLED TO CAP a a. a FRAME & LADDER OR STEPS OFFSET. SEE NOTE 8, 100-YEAR WATER SURFACE II DESIGN EL.=299.02 PIPE SUPPORTS (2 MIN): 3" X .090" ALUMINUM ° 18" RISER W/ %" STAINLESS BOLTS a' 0 8" SHEAR c*"' 12" OUTLET PIPE GATE o EXIST 01 WATER QUALITY EL.=290.87 AB IE=290.87 AB a Q AS PER SURVEY a: i DATED 03/05/24 COUPLING �. w a ti ti d V RESTRICTOR PLATE WITH ORIFICE ELEV=289.87 m BQWS DRILL A 0.90" HOLE IN PLATE WELDED TO DESIGN EL.=286.10 FLANGE OR DRILLED TO CAP °a a a a a a 4- PROPOSED WATER QUALITY CONTROL STRUCTURE NTS TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. Know what's below. Call before you dig. 0 NE 1 /4 OF THE SW 1 /4 OF SEC. 20, T. 23N., R. 05 E, W.M. GRANT PLACE TOWNHOMES STORMFILTER MANHOLE SEE DIET. ON SHEET C4.1 SD °a \ a �\ a \ a d \ � d . �i EXIST CONTROL STRUCTUR \ IN VAULT - SEE DETAIL SHEET C4.3 \ GRATE WITH HATCH \ d ° a LT AC 1 a , PROPOSED PAII INr a\ PROPOSED KEYSTONE ° WALL ° 4" PERF PVC SDR 35 FOOTING DRAIN A \. 4 PER CITY COMMENTS 3 PER CITY COMMENTS 2 PER CITY COMMENTS 1 PER CITY COMMENTS 8/23/2024 NU. REVISION SED SIDEWALK '-- PROPOSED KEYSTONE WALL WATER QUALITY CONTROLSTRUCTURE 1+00 _ — — — -4- — — IN VAULT SEE DETAIL SHEET C4.3 PROPOSED V L 1. ACUESS 7 PARKING VAULT ACCESS / ° °° d - ----------- d / ° ° a 5'x10' GRATE � d -SEE C4.3 - -- � --- - d ° VLT d ° d .12 \C� EP• . \° ° SSMH—g ° d f PROPOSED AIM— 313.68 d GRASSCRETE 'TR. C H . = 306.2 ° \12 PROPOSED., \ \ EXISTING VAULT ° KEYSTONE d WALL \/ \ \ \/ \\ EXIST WALL V � a EXI§T�PERF PV DRAIN PROPOSED �` 4.4 C ��\ \ SIDEWALK R I M = 12 c 12 C 0 1 V �� \ 4" PERF PVC SDR 35 " \ \ FOOTING DRAIN N 4 P vL A c 5 VL A S � D �-0 .9 \ \ \ d u L ID 0 �/� \ � 5° �� v / 0 \ \ \ T ACC S 1 5� XIST PERF PVC DRAIN \ \ d L`I\D.5 0`8 I a VLC °\ ID- b�\\ 9 0�'✓ VAULT ACCESS 4 \ �5'x10' GRATE SEE C4.3 G J a ° \ 14' 55L°'1 308.09 <4 C d a PROPOSED PARKING CA �� PROPOSED ° 12 C P E P ACCESS, S — 88.9F DRIVEWAY 7 - -- -- da - - -- - - - -- - -- ---- __ 0 \ \ a V SURVEYED: DAF 08/26/24 DESIGNED:DAF DAF 07/29/24 DAF 05/21 /24 DRAWN: TJW, FEM DAF 04/04/24 CHECKED:.- BY DATE I APPR I APPROVED: SCALE: 1 "=30' HORIZONTAL NAD ;98 ,,99, CITY OF RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 10 5 0 10 20 SCALE: 1 INCH = 10 FEET NOTE: CONTROL STRUCTURES SHOP DRAWINGS AS SUBJECT FOR APPROVAL BY THE ENGINEER OF RECORD PRIOR TO THE MANUFACTURING AND INSTALLATION. NOTE: STORM FACILITIES HAVE BEEN INSTALLED UNDER AN EXPIRED PERMIT AND REFLECT AS -BUILT CONDITIONS. NEW VAULT BUILDING PERMIT BY CITY OF RENTON WILL BE REQUIRED. LEGEND PROPOSED GRASSCRETE SERVICE DRIVEWAY FOR STORM VAULT MAINTENANCE PROPOSED ASPHALT PAVEMENT 4° PROPOSED CONCRETE SIDEWALK d EX STORM DRAIN PROPOSED 4" PERF PVC FOOTING DRAIN M O O O C'7 N , u N Q J FURR ENGINEERING am QERVICES, PLLC 4715142nd PI. Edmonds, WA 98026 ph 206.890.8291 W R-42901 1 LU IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING z NJanders 09/16/2024 U0 W U Q DATE: GRANT PLACE TOWNHOMES 11/21/23 a- 1600 GRANT AVE S RENTON, WA 98055 FIELDBOOK: PAGE: PARCEL 2023059052 DRAWING N0: 20069 VAULT PLAN AND DETAILS SHEET: OF: C4.2 28 V