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Home My WebLink AboutR-420013O 1- I 0 w z LU 75 Q n Q 0 iw w Q 3 13 WM III K'(ReP) J CB# 12 h Q ).5",RBC S#197: PI: 3+04.80 3 N. 'lT/l7T% PEP' HE CB# f P 1 =3 Z J V .-M 1} cac Y OF RENTON L 0' UTILITY ESMT. TO CITY D. 3266 NO. 7812040685 N. LINE VACATED SO. 7TH STREET OF RENTON MT. TO CITY ORD. 3286 CB STD CRT RIM EL=29.82' 8"CNC N IE=26.22' 8"CNC S IE=26.12' / 8"CONC TOP VERT IE=26.62' BTM STRUC. IE=25.4 - N GRAPHIC SCALE 10 20 Know what's below. 1" = 20 FEET Z Call before you dig. L,ri7m-dir7-riTmti Mal will I1-.111d-1 1 /8"CNC SE 1 (R Sol ID I 1 -2 1' 6) 'SIGNALS AND STREET /, LIGHT EASEMENT. ��".ENO. RIM EL=30. �� // // 871022135 CT( IE=2 W 1 8 / / \ i/ s Civil Eng ineers .iJ� � / / / 3� o c srmcmraiEngmears J y1 Landscape Archuec/s Community Planners > / / O O Land Surveyors Neighbors / T A C O M A S E A T T L E 2215 N0r[h 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL STORM DRAINAGE NOTES: 1. BARE GALVANIZED METAL SHALL NOT BE USED FOR MATERIALS THAT COVEY STORMWATER, SUCH AS ROOFS, CANOPIES, SIDING, GUTTERS, DOWNSPOUTS, ROOF DRAINS AND PIPES. ANY GALVANIZED MATERIALS SHALL HAVE AN INERT, NON-LEACHALBE FINISH, SUCH AS BAKED ENAMEL, FLUOROCARBON PAINT (SUCH AS KYNAR OR HYLAR), FACTORY -APPLIED EPDXY, PURE ALUMINUM, OR ASPHALT COATING. ACRYLIC PAINT, POLYESTER PAINT, FIELD -APPLIED, AND PART ZINC (SUCH AS GALVALUME) COATINGS ARE NOT ACCEPTABLE. 2. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. PRIOR TO INSTALLATION OF ANY PROJECT IMPROVEMENTS, CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES. IN THE EVEN T OF ANY DISCREPANCY FROM THE INFORMATION PRESENTED ON THESE PLANS, CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER. 3. CONSTRUCT ALL UTILITIES IN CONFORMANCE WITH THE STORM AND ROOF DRAIN TRENCH SECTION DETAIL UNLESS NOTED OTHERWISE. 4. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT QUANTITY AND LOCATION OF DOWNSPOUTS. 5. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF RAIN LEADERS. 6. ALL STORM PIPES CONNECTING TO CONCRETE STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 7. ROOF AND FOOTING DRAIN TIGHT LINES ARE LOCATED ON DRAWINGS FOR CLARITY AND ARE TO BE INSTALLED IN ACCORDANCE WITH APPLICABLE CODES. ALL STORM DRAINAGE AND ROOF DRAIN LINE CLEANOUTS SHALL COMPLY WITH THE CLEANOUT DETAIL. 8. ALL CATCH BASINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF THE FRAME IS AT THE FACE OF CURB OR FLOW LINE OF GUTTER (WHERE APPLICABLE). 9. ALL STORM DRAINAGE PIPE SHALL BE CPEP UNLESS NOTED OTHERWISE. 10. ALL ROOF DRAINS SHALL BE 8" 0 WITH A MINIMUM SLOPE OF 1.00% AND MINIMUM COVER OF 3' UNLESS NOTED OTHERWISE. PIPE MATERIAL SHALL BE PVC SDR35 UNLESS NOTED OTHERWISE. 11. ALL TYPE 2 CATCH BASINS SHALL HAVE AN INSIDE DIAMETER OF 48" UNLESS NOTED OTHERWISE. 12. ALL STRUCTURE GRATES SHALL BE LOCKING AND SHALL CONFORM TO THE FOLLOWING UNLESS NOTED OTHERWISE: 12.1. VANED - WSDOT STANDARD PLAN B-30.30-01 FOR STRUCTURES IN THE STREET OR PARKING AREAS. 12.2. ADA - TWS OLYMPIC FOUNDARY FOR ALL LAWN AND PEDESTRIAN AREAS. 12.3. SOLID - WSDOT STANDARD PLANS B-30.20-02 AND B-30.70-03 WHERE NOTED 12.4. BEEHIVE -OLYMPIC FOUNDRY PART NO. SM60BH OR APPROVED EQUIVALENT WHERE NOTED. FOR CITY OF RENTON STANDARD NOTES SEE SHEET C5.40. ze �lG S MH RIM L/ 30/69' /18"CNC W IE=27.09' 18 DI 4NE IE=27.09' 18/"PVC SW IE=27.09' / 4� � H D CITY OF ,73 RENTON CONTR( POINT D393 00 I ' 4/0" SIGNAL POLE W/ 0N. SP 1 -CB g ��Q� -- ---_ SIGNAL JBOX / R �E -0.64 � SL qp G/o /� a°' ° NSW IE ,u, / CB ): Gfd ��Q� SD(REF) MARE Nl . SL F �' Y aA el PlJ°l / 5°yo-15�ADS If' / j w �/� / / °� SIGNAL/ o / 1 ADS SE= °� F / /' •_• ' �/ 15" DS SW=28. / ram° DEL. X 5 // �o(R B!J tal 5.=29 T� / UY . ' / JBOX ` / �So(R POL f I--�AH-60" Aso RIM EL=34.30' WSW (ReFj 4 GU /5°/ / ,/ LADDER ON NE FOUND 2.5" ASSIE W/PUNcixl A) NCHOR, * / 15y AQ.S• 'ME IE=28.10' so ";7, / ,2.4 ADS SE=28.00' DOWN 0� �S€-COR_SEC. 18, TWN. . RNG. 5E] ' �,/ / / / / / / BOTTOM STR.=23.05' OF C COCOMMENCF,ME4 // / / / you %� / G /� / / ° J C� STD,/ RT IM ZL=31 5' ' , G 8%L`NC9/�W II �29.43' \ TO/EINE 001 ASI-001 002 PROGRESSIVE CONSTRUCTION SET 003 UPDATES PER CONDITIONS OF APPROVAL 004 GRADY WAY STORMWATER REVISIONS 005 AS -BUILT REVISIONS NO. I REVISION % TEL.ol- A ( w v-v v v v v IV v STORM PIPE TABLE ## TOP OF WASgI46416 NC�t� �t �� ISTERE'9 •�'� IONAL OS/2// d" SP 1 47 LF 24" CPEP @ 0.13% SP 2 9{rLF 12" CPEP @ 1.09% SP 3 11 I=F 6" 9 LF 8" PVC @ 14.00% SP 3A 5-2-LF 8" CPEP @ 2.99% SP 4 /o SP 5 14 LF 8" CPEP @ 13.01 % SP 6 26 LF 8" CPEP @33 °/s 0.73% SP 7 8 LF 8" CPEP @ 2.00% SP 8 39 LF 8" CPEP @ 4.28% SP 9 4033-LF 8" DI @ 1.14% SP 10 86 LF 8" DI @ 1.12% 6" PVC SP 11 20 LF 8" CPEP @ 2.00% SP 12 20 LF 8" DI @ 1.00% CJ 9/27/221 DT s1'E'ED' SCALE- T.L. HORIZONTAL NAD 1983/1991 CJ 12/5/22 DT DESIGNED: PER SHEET DT 1/27/23 DT J.N. CW 12/26/23 TS DRAWN. J.N. ONE INCH DATU M AA 03/26/24 TS CHECKED: AT FULL SCALE DT IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY 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. LEGEND O■ STORM DRAINAGE MANHOLE - TYPE 2 ■ CATCH BASIN - TYPE I • STORM DRAINAGE CLEANOUT 2 C5.20 S DOWNSPOUT CONNECTION ACCESS RISER 4 D STORM DRAINAGE PIPING 4 RD ROOF DRAIN PIPING C5.20 FD FOOTING DRAIN 3 C5.20 ----- ---- --- -••-- -FRENCH DRAIN TRENCH DRAIN 2 C5.30 KEY NOTES OWQ #1 BIOPOD SURFACE WATER QUALITY SYSTEM, WITH CURB INLET. OWQ #2 BIOPOD SURFACE WATER QUALITY SYSTEM, WITH CURB INLET. OPROPOSED SEWER, GAS, AND WATER PER UTILITY PLAN, SHEET C6.00. STORM CONNECTIONS ## FC #1A IE= 26.86 (8" CPEP, NE) FC# 1 IE= 26.19 (8" CPEP, NE) FC# 2 IE= 26.86 (8" CPEP, NE) FC# 3 IE= 26.86 (8" CPEP, N) FC# 4 IE= 26.86 (8" CPEP, S) WQ# 1 IE= 28.65 (8" CPEP, SW) WQ# 2 IE= 28.51 (8" CPEP, N) STORM STRUCTURE TABLE ## CONCRETE INLET 54" TYPE 2 STD PLAN 200.30 RIM=32-47 32.39 CB #6 RIM= 3�9- 31.43 CB# 11 IE= z27.92-(8" DI, S) 27.95 IE= 29.63 (8" PVC, W) IE= z``5.69-(36" CMP, W) 25.56 TYPE 1 TYPE 1 CB #7A RIM=31.57 31.62 CB# 12 RIM=31.11 31.07 IE= 26.91 (8" CPEP, SW) IE= z28.81-(8" CPEP, E)27.92 26.62 48" TYPE 2 TYPE 1 RIM=31.64 31.58 RIM= 31.66 31.73 CB #7B IE= 26.13 (24" PIPE, W) 26.15 CB# 13 IE=z27$1 (8" CPEP, S) 27.73 IE=26.13(12" CPEP, N) 26.19 IE=27.91 (8" CPEP, W)27.73 IE= " 28.58 (4" PVC, 54" TYPE 2 CONTROL 2 TYPE 1 SE) STRUCTURE RIM=32.22-32.18 C5.10 RIM=31.69- 31.56 CB# 14 IE= z`18.3�BI, N) 28.39 (8" CPEP, ) CB# 7 IE= " B 1, Et28.37 (8" PVC, E) IE= 28.37 (8" CPEP, S) 28.41 IE= 26.19 (12" CPEP, S) IE= 25.69 (36" CMP, NW) 25.38 EXISTING TYPE 2 *RISER NOT INSTALLED EX CB RIM= 30.90 54" TYPE 2 #5 IE= 26.10 (24" PIPE, E) RIM=3.3.18-33.14 CB# 8 IE= 25.69 (36" CMP, SE) 25.43 SOUTH TRENCH DRAIN SIDE IE= z25.69-(36" CMP, NW) 25.54 OUTLET TD #1 RIM=39.24 30.36 54" TYPE 2 IE= 29.37 (8" DI, W) 29.56 RIM=33-29 32.20 CB# 9 IE= 25.69 (36" CMP, SE) 25.48 TRENCH DRAIN NORTH END IE= 25.69 (36" CMP, N) 25.64 TD #2 IE TRENCH DRAIN:39.86 29.63 RIM=3G.B2- 30.43 72" TYPE 2 RIM=3-1.62 31.74 CB# 10 IE= 25.69-(36" CMP, S) 25.40 IE= 25.69 (36" CMP, E) 25.86 U LO N C) O• O T cv m R-420013 I � IN COMPLIANCE WITH CITY OF RENTON STANDARDS 7 WATERSHED APARTMENTS CONSTRUCTION DRAFT SET DRAINAGE CONTROL PLAN iw I- Q a 0 LU = DATE: 03/28/2023 FIELDBOOK: PAGE: Uj DRAWING NO: C5.00 `a SHEET: Z OF. 48 .J