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HomeMy WebLinkAboutR-384213ft A 2 LF 6" PVC SD @ 2.00% C011 5 IN COMPLIANCE WITH CITY OF RENTON STANDARDSof BY: Date: t 7,� Da e: BY: Date: ----------------------- ----- --- 13y: Date: PeM SHEET INFO 68 LF 8 PVC SD ®1.00% + �m> RIM=29.97 IDS rl Po Irl, E w WA S A S11144�, 0 I- d 14 % *7 - W ki 32416 Ql- 1 iGIST &&10 NAL STORM DRAINAGE PLAN SOUTH RYAN COMPANY CITY OF LONGAC RES BUSINESS CENTER RENTON SHEET NUMBER C402 13 of 28 IDS I.E. OUT=25.21 (E) 8"0 NO. BY ry REMARKS C10#7 ©QCB#1 0 20 +00 CO#4 RIM=30.20 RIM=30.08 0 C/) CB #014 0 I.E. OUT=27.76 (N) 8"0 I.E. IN 27.10 (N) 6"0 IDS 5 LF 6" PVC SD @ 2.00% (D C:) C/) 0 GE=27.14 I.E. OUT=26.93 (S) 8"0 I.E. I N 2 0.1,12 8 (N) 12"0 PLOT DATE 7/16/2015 I.E. I N 2 ;.53 (W) 8"0 q- < PROJECT NUMBER P0006568W 0 r Ln SUBMITTAL I.E. OUT 200�28 (E) 12"0 RAINLEADER COLLECTION SYSTEM(PVC) 00 J � ..t ry..... ..... ............ ........... 0 Ln Cn 3 LF 6" PVC SO Ln cn © 48.25% CD 1MA DS 000 C) o REFER TO SHEET C1.1 FOR GENERAL, SURFACE WATER 0 Q0 Q0 + cn ................ ... q m ........... . . . - ........ . .. . . 00 BUILDING 0 0 1 1 2. LL -00#1 6 R F.F. ELEV IM=29.83 & C 4.4 I.E. IN=26.11 (S) 8 0 3. FOR STORM DRAIN DETAILS REFER TO SHEETS C4.5 D cn PORTION OF N 1/2 OF SECTION 25, T. 23N9 R. 4E, W.M. 19+ 75 SD -5 11/--f--h 1 r)nw %0 I I r"n 1 11 1 1 1 1 � O 0 ffla GE=26.32 I.E. OUT=23.30 (S) 12"0 2APT4" ScEv"94 1$1104 cam" O's v 0 4. ep C&P pea C-4-IrAr 102 GE=24.83 EX. I.E. IN=18.32 I.E. OUT=18.21 15+25 16 LF 12" HDPE SD @ 3.12% CB #12 0 (a) GE=25.97 I.E. OUT=22.90 (N) 12"0 4 N I SCALE 30 0 15 30 60 FEET 1 INCH = 30 FT. STORM KEYNOTES: 1. INSTALL CATCH BASIN TYPE 1P PER CITY OF RENTON STD. PLAN #200.20, DETAIL 1 ON SHEET C4.5 2. INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON STD. PLAN #201.00, DETAIL 2 ON SHEET C4.5 3. FOR MISCELLANEOUS DETAILS FOR DRAINAGE STRUCTURES REFER TO CITY OF RENTON STD. PLAN #204.60, DETAIL 3 ON SHEET C4.5 4. FOR INITIAL CATCH BASIN INSTALLATION REFER TO CITY OF RENTON STD. PLAN #202.00, DETAIL 4 ON SHEET C4.5 5. FOR RECTANGULAR FRAME REFER TO CITY OF RENTON STD. PLAN #204.00, DETAIL 5 ON SHEET C4.5 6. FOR RECTANGULAR VANED GRATE REFER TO CITY OF RENTON STD. PLAN #204.20, DETAIL 6 ON SHEET C4.5 7. FOR RECTANGULAR BI-DIRECTIONAL VANED GRATE REFER TO CITY OF RENTON STD. PLAN #204.30, DETAIL 7 ON SHEET C4.5 8. FOR RECTANGULAR SOLID METAL COVER REFER TO CITY OF RENTON STD. PLAN #204.10, DETAIL 8 ON SHEET C4.5 9. FOR TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT REFER TO DETAIL 4 SHEET C4.6 10. FOR CEMENT CONCRETE CURB INSTALLATION AT CATCH BASINS REFER TO CITY OF RENTON STD. PLAN #101.1, DETAIL 5 ON SHEET C4.6 11. INSTALL RAINLEADER COLLECTION SYSTEM USING 8"0 PVC, PROVIDE MINIMUM SLOPE 1%. 12. INSTALL 6"0 PVC FOUNDATION DRAIN PIPE, PROVIDE MINIMUM SLOPE 1%. 13. FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY FOR FLEXIBLE PAVEMENT REFER TO DETAIL 7 SHEET C4.6 14. CONNECT TO EXISTING CB STRUCTURE. 15. TYPICAL PATCH FOR RIDGID PAVEMENT PATCHING AND RESTORATION REFER TO DETAIL 8 SHEET C4.6 16. CONTRACTOR IS REQUIRED TO FIELD VERIFY ALL UTILIY POINTS ON CONNECTION PRIOR TO CONSTRUCTION, TO DETERMINE PIPE CROSSINGS CAN BE ACHIEVED. I r:r_r:KIn- EXISTING STORM DRAIN PIPE EXISTING CATCH BASIN PROPOSED STORM DRAIN PIPE PROPOSED TYPE 1P CATCH BASIN D.S. PROPOSED TYPE 2 CATCH BASIN 8"0 RAINLEADER COLLECTION SYSTEM 6"0 FOUNDATION DRAIN PIPE PROPERTY LINE 3842 13 Know what's below, Call before you dig. P;1 ri fir 12100 N E 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com MVA R BUILDING LASTING RELAr10NSWPS IN COMPLIANCE WITH CITY OF RENTON STANDARDSof BY: Date: t 7,� Da e: BY: Date: ----------------------- ----- --- 13y: Date: PeM SHEET INFO > o p REVISIONS �m> rl Po Irl, E w WA S A S11144�, 0 I- d 14 % *7 - W ki 32416 Ql- 1 iGIST &&10 NAL STORM DRAINAGE PLAN SOUTH RYAN COMPANY CITY OF LONGAC RES BUSINESS CENTER RENTON SHEET NUMBER C402 13 of 28 I n TTW NO. BY ry REMARKS i ©QCB#1 0 GE=27.05 0 C/) I.E. IN=19.39 (NW) 12"0 0 APPROVED JMTE I.E. OUT= 19.39 (SE) 12"0 C/) 0 LAST EDIT 7/16/2015 PLOT DATE 7/16/2015 q- < PROJECT NUMBER P0006568W DRAWING FILE NAME 0006568W -C -PP- D01 SCALE SUBMITTAL J � ..t 0 Cn GENERAL NOTES: 000 1. REFER TO SHEET C1.1 FOR GENERAL, SURFACE WATER 0 Q0 Q0 DRAINAGE NOTES AND SPECIFICATIONS - 0 0 1 1 2. FOR STORM DRAIN PROFILES REFER TO SHEETS C4.3 & C 4.4 3. FOR STORM DRAIN DETAILS REFER TO SHEETS C4.5 D cn 4. FOR ADDITIONAL STORM DRAIN NOTES REFER TO LLJ SHEETS C4.1 & C4.2 0 1 5. CONSTRUCT 30 LF OF ACO TRENCH DRAIN SYSTEM .0) I MODEL FG200 (OR EQUAL) EAST & WEST OF CB#9) r I DRAINAGE DIRECTED TO PROPOSED SDMH# 25. c- 00 CD 6. STORM PLAN ABBREVIATIONS LIST: In CO 0 DS DOWNSPOUT I.E. - INVERT ELEVATION 0 00 F.F. FINISHED FLOOR LINEAL FEET LF - 1 GE GRATE ELEVATION PVC POLYVINYL CHLORIDE HDPE - HIGH DENSITY POLYETHYLENE SD STORM DRAIN 2APT4" ScEv"94 1$1104 cam" O's v 0 4. ep C&P pea C-4-IrAr 102 GE=24.83 EX. I.E. IN=18.32 I.E. OUT=18.21 15+25 16 LF 12" HDPE SD @ 3.12% CB #12 0 (a) GE=25.97 I.E. OUT=22.90 (N) 12"0 4 N I SCALE 30 0 15 30 60 FEET 1 INCH = 30 FT. STORM KEYNOTES: 1. INSTALL CATCH BASIN TYPE 1P PER CITY OF RENTON STD. PLAN #200.20, DETAIL 1 ON SHEET C4.5 2. INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON STD. PLAN #201.00, DETAIL 2 ON SHEET C4.5 3. FOR MISCELLANEOUS DETAILS FOR DRAINAGE STRUCTURES REFER TO CITY OF RENTON STD. PLAN #204.60, DETAIL 3 ON SHEET C4.5 4. FOR INITIAL CATCH BASIN INSTALLATION REFER TO CITY OF RENTON STD. PLAN #202.00, DETAIL 4 ON SHEET C4.5 5. FOR RECTANGULAR FRAME REFER TO CITY OF RENTON STD. PLAN #204.00, DETAIL 5 ON SHEET C4.5 6. FOR RECTANGULAR VANED GRATE REFER TO CITY OF RENTON STD. PLAN #204.20, DETAIL 6 ON SHEET C4.5 7. FOR RECTANGULAR BI-DIRECTIONAL VANED GRATE REFER TO CITY OF RENTON STD. PLAN #204.30, DETAIL 7 ON SHEET C4.5 8. FOR RECTANGULAR SOLID METAL COVER REFER TO CITY OF RENTON STD. PLAN #204.10, DETAIL 8 ON SHEET C4.5 9. FOR TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT REFER TO DETAIL 4 SHEET C4.6 10. FOR CEMENT CONCRETE CURB INSTALLATION AT CATCH BASINS REFER TO CITY OF RENTON STD. PLAN #101.1, DETAIL 5 ON SHEET C4.6 11. INSTALL RAINLEADER COLLECTION SYSTEM USING 8"0 PVC, PROVIDE MINIMUM SLOPE 1%. 12. INSTALL 6"0 PVC FOUNDATION DRAIN PIPE, PROVIDE MINIMUM SLOPE 1%. 13. FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY FOR FLEXIBLE PAVEMENT REFER TO DETAIL 7 SHEET C4.6 14. CONNECT TO EXISTING CB STRUCTURE. 15. TYPICAL PATCH FOR RIDGID PAVEMENT PATCHING AND RESTORATION REFER TO DETAIL 8 SHEET C4.6 16. CONTRACTOR IS REQUIRED TO FIELD VERIFY ALL UTILIY POINTS ON CONNECTION PRIOR TO CONSTRUCTION, TO DETERMINE PIPE CROSSINGS CAN BE ACHIEVED. I r:r_r:KIn- EXISTING STORM DRAIN PIPE EXISTING CATCH BASIN PROPOSED STORM DRAIN PIPE PROPOSED TYPE 1P CATCH BASIN D.S. PROPOSED TYPE 2 CATCH BASIN 8"0 RAINLEADER COLLECTION SYSTEM 6"0 FOUNDATION DRAIN PIPE PROPERTY LINE 3842 13 Know what's below, Call before you dig. P;1 ri fir 12100 N E 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com MVA R BUILDING LASTING RELAr10NSWPS IN COMPLIANCE WITH CITY OF RENTON STANDARDSof BY: Date: t 7,� Da e: BY: Date: ----------------------- ----- --- 13y: Date: PeM SHEET INFO > o p REVISIONS �m> rl Po Irl, E w WA S A S11144�, 0 I- d 14 % *7 - W ki 32416 Ql- 1 iGIST &&10 NAL STORM DRAINAGE PLAN SOUTH RYAN COMPANY CITY OF LONGAC RES BUSINESS CENTER RENTON SHEET NUMBER C402 13 of 28 DESIGNED TTW NO. BY DATE REMARKS DRAWN TTW CHECKED JMTE APPROVED JMTE LAST EDIT 7/16/2015 PLOT DATE 7/16/2015 PROJECT NUMBER P0006568W DRAWING FILE NAME 0006568W -C -PP- D01 SCALE SUBMITTAL 4 , c: z -Z c > o p m �m> rl m m cn m CD Z > W o O R I, > o p m �m> rl m cn 0 CD Z W �� 00 m a0 cp m cn Z