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HomeMy WebLinkAboutR-420015U) z 5W `L 1 rr Q n W r= V ) rr W W a Z 4-INCH SLOTTED PVC 36"X36" ACCESS HATCH 5'-0" 4'-0" 6" INLET CONTOUR RACK WITH — PERFORATED FLOOR. 24" x 7" CURB INLET WITH 6" OVERHANG TC: 82.15' 32.38' 6" WQ #1 NOT TO SCALE 6' —0-0-0-0 0 �0�0— 0�0�0�0�0� 0-0 0 C Ti opo o— o—o—o—o—o— o 0< c I 0-0-0-0-0-0-0— 0-0-0-0-0-0-0-0� 0-000-O0d000 01 c 0C 0-0 < 0-4-4-�0-0-4-�0 0-00-0-0-0-0-0— 0-0-0-0-0-0-0-0 0< C 0�0�0�0�0�0�0 0 0�0�0�0�0�0�0� 0 0< 000�0-00-00 000000000000000 0c INLET 2'-0" —2'-0"--2'-0"— 1'-0" 4'-0" 24"x7" CURB INLET 36"X36" ACCESS HATCH 2" MULCH .I - 6" TYPICAL WALL THICKNESS TOP SLAB NOT SHOWN IN THIS VIEW FOR CLARITY. COVERS SHOWN IN PHANTOM 18"X36" ACCESS HATCH OUTLET CHAMBER FIELD POURED CURB FACE, BY OTHERS OUTLET, 010" OPENING FOR 08" CPEP, IE: 28.65' INLET CONTOUR RACK WITH PERFORATED FLOOR OPENING TO BIOFILTRATION CHAMBER 18"X36" ACCESS HATCH BY WEIR/OUTLET BAY 7" TOP SLAB ° �— ELEVATION VIEW OUTLET, 010" OPENING FOR 08" CPEP, NEARSIDE. 10" V-6" 24"x7" CURB INLET WITH 6" OVERHANG TC: �T 32.38' 3.50' [42.00"] I E: 28-C8 28.58' OUTLET, 010" OPENING FOR 08" CPEP. �' III=III=III-_ SURFACE SEAL; NATIVE SOIL OR III-III-� OTHER LOW PERMEABILITY MATERIAL. _ /��� �I—I1I =I I I=I I I=I I I=I I I=I =I I I=I I —I I —I I —I I —I I —I I —I I I I —I I I —I —I I —I I GRAVEL BACKFILL FOR DRAINS; =III -III -III —I I—III-III-III=I I=I I=I , , WSDOT STANDARD SPECIFICATIONS, =1 1=III=III—I—I I —I I El I II I II I II I II I I SECTION 9-03.12(4), FOUNDATION STRUCTURE PER FOUNDATION DETAILS DRAIN PIPE; PERFORATED OR SLOTTED RIGID PVC PIPE LAID WITH O PERFORATIONS OR SLOTS FACING 6" MINIMUM ���� DOWN; TIGHT JOINTED; WITH A DIAMETER ����� ���������' POSITIVE GRADIENT. DO NOT USE FLEXIBLE CORRUGATED PLASTIC PIPE. DO NOT TIE BUILDING DOWNSPOUT DRAINS INTO FOOTING LINE. 2" MIN. 2" MIN 4" MAX GEOTEXTILE FABRIC, PER WSDOT M22-01 CH. 630. FOUNDATION DESIGN PER 18" MIN. STRUCTURAL PLANS AND DETAILS FOUNDATION DRAIN NOT TO SCALE Know what's belOW. Call before you dig. TOP OF WASNINC�tS1 fl_Ff °•p 46416sv� OA�&GISTERE9 �sSIONAL will d UNIT ID WQ #1 BPS-461B-SI Treatment Flow Rate 33.4 gpm / 0.074 cfs BYPASS WEIR/OUTLET BAY 18"X36" ACCESS HATCH r UNDERDRAIN ORIFICE CAP RIGHT END VIEW Bioretention, Biofiltretion NOTES: 1. DESIGN LOADINGS: A. 300 PSF PEDESTRIAN LOADING. B. ASSUMED WATER TABLE = 5' BELOW GRADE. C. DRY LATERAL EARTH PRESSURE (EFP) = 40 PCF. D. LATERAL LIVE LOAD SURCHARGE = 80 PSF (APPLIED TO 8' BELOW GRADE). E. NO LATERAL SURCHARGE FROM ADJACENT BUILDINGS, WALLS, PIERS, OR FOUNDATIONS. 2. CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE 5,000 PSI MINIMUM. 3. STEEL REINFORCEMENT: REBAR, ASTM A-615 OR A-706, GRADE 60. 4. MESH REINFORCEMENT: ASTM A-1064, S1.2, GRADE 80. 5. CEMENT: ASTM C-150 SPECIFICATION. 6. REFERENCE STANDARD: A. ASTM C 890 B. ASTM C 913 7. THIS STRUCTURE IS DESIGNED TO THE PARAMETERS NOTED HEREIN. PLEASE VERIFY THAT THESE PARAMETERS MEET PROJECT REQUIREMENTS (I.E. LIVE LOAD, FILL RANGE, WATER TABLE). IF DESIGN PARAMETERS ARE INCORRECT, REVIEWING ENGINEER/AUTHORITY SHALL NOTIFY OLDCASTLE INFRASTRUCTURE UPON REVIEW OF THIS SUBMITTAL. 8. OVERSIZED HOLES TO ACCOMMODATE SPECIFIC PIPE TYPE MUST BE CONCENTRIC TO PIPE ID. AFTER PIPES ARE INSTALLED, ALL ANNULAR SPACES SHALL BE FILLED WITH A MINIMUM OF 3000 PSI CONCRETE FOR FULL THICKNESS OF PRECAST WALLS. PIPES ARE TO BE FLUSH WITH THE INSIDE SURFACE OF THE CONCRETE STRUCTURE. 9. CONTRACTOR RESPONSIBLE TO VERIFY ALL SIZES, LOCATIONS AND ELEVATIONS OF OPENINGS. 10. CONTRACTOR RESPONSIBLE TO ENSURE ADEQUATE BEARING SURFACE IS PROVIDED (I.E. COMPACTED AND LEVEL PER PROJECT SPECIFICATIONS). 11. ADAPTORS/ANGLES AND EXTERNAL PIPING BY OTHERS. 12. MAXIMUM PICK WEIGHT: BASE CHARGED WITH ROCK & MEDIA= 13,500 LBS. RIGID FLEXIBLE (DI, CONC) (CPEP, CMP, PVC) UTILITY TRENCH BACKFILL SHALL BE BANKRUN GRAVEL PER WSDOT 9-03.19, \\ \ \�\\\/X \ \\ /\\\ /COMPACTED TO 95% (MIN). SUITABLE \\N, \ \ j N \ j\ \\\\ SUBGRADE ELEVATION NATIVE STRUCTURAL FILL MAY BE USED/ FOR TRENCH BACKFILL IF COMPACTION \X\ \ CAN BE ACHIEVED AS APPROVED BY THE G EOTEC H N I CAL ENGINEER \j\�\\ "N' \ N, N, j \/\\\ �\ \ GRAVEL BACKFILL FOR PIPE ZONE BEDDING PER W.S.D.O.T. \ \\ 9-03.12(3), 95% COMPACTION. 0 O x Ln ED IF SUBGRADE DOES NOT MEET COMPACTION REQUIREMENTS - FOR SUPPORT OF THE UTILITY, OVER EXCAVATE TO PROVIDE A MINIMUM OF 12-INCHES OF QUARRY SPALLS PLACED OVER A GEOTEXTILE SUCH AS MIRAFI 50OX OR EQUIVALENT APPROVED BY THE GEOTECHNICAL ENGINEER. TRENCH WIDTH PER WSDOT 2-09.4 PIPE TRENCHING NOT TO SCALE 0 0 6" MIN PIPE AS SPECIFIED ON PLAN OR SPECS DRILL & TAP %" -11 NC HOLE FOR STAINLESS STEEL SOCKET HEAD CAP SCREW (TYP.) LETTERING: ("STORM") RAISE - 1/2" WIDE BORDER 1 1/2" 10" 9„ 8-3/4" 1/2"1-1/4" r 5/8 2n + " 4„ N7 \ 7 2-7/8" 7-3/4" $n 15" CAST IRON RING AND COVER CLEANOUT NOT TO SCALE 1 / Civil Engineers 001 ASI-001 CJ 9/27/22 DT"'�Di ■ shucNralEngineers T.L. HORIZONTAL' NAD 1983/1991 — e�e��A n11eLt 002 PROGRESSIVE CONSTRUCTION SET CJ 12/5/22 DT DESIGNED, PER SHEET C"rsmunlyFianners 003 UPDATES PER CONDITIONS OF APPROVAL DT 1/27/23 DT J.N. Q © O teeds"ney°rs 004 GRADY WAY STORMWATER REVISIONS CW 12/26/23 TS DRAWN: J.N. "eighb. 005 AS —BUILT REVISIONS AA 03/26/24 TS CHECKED: ONE INCH DATUM AT FULL SCALE TACO MA S EATTLE DT IF NOT ONE INCH 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TE GRAVEL BACKFILL FOR DRAINS PER WSDOT 9-03.12(4) PERMEABLE GEOTEXTILE SEPARATION FABRIC NOTES: 1. PIPE MATERIAL AS SPECIFIED BY THE ENGINEER. 2. PIPE DIAMETER AS SHOWN PER PLAN. 3000 PSI CLASS C CONCRETE (TYP) N_ V-6" 6" 12" 0 FIBRE JC PACK 6" PERFORATED ORb SLOTTED RIGID PVC PIPE 1 FRENCH DRAIN NOT TO SCALE 45- (1/8) BET` 18" RECORD NOTE 03/26/2024 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON SURVEY INFORMATION PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL WILL BE RESPONSIBLE FOR THE DATA PROVIDED BY THEM. THE THIRD -PARTY SURVEYOR WILL BE RESPONSIBLE FOR THE ACCURACY OF THE ACTUAL LOCATIONS IN THE FIELD. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. CITY OF RENTON Planning/Building/Public Works Dept. PROVIDE CHERNEY PLUG -3/4" ===s � I PLUG TO BE SEALED IN II lip SAME MANNER AS MAIN STORM JOINTS 24" M I N U T Q J T N rr n R-420015 I � IN COMPLIANCE WITH CITY OF RENTON STANDARDS 7 WATERSHED APARTMENTS CONSTRUCTION DRAFT SET STORM DETAILS CI1J G Q 0- a = DATE: 03/28/2023 FIELDBOOK: PAGE:Ir LU P- DRAWING NO: C5.20 a SHEET: OF: 48