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HomeMy WebLinkAboutTED4003736.5LLI Z sJ W 0 a F- F- I- ch �./ / W LL z 0 I- z LLI U LL 0 a) 0 U Ln a 00 CIO 0 N \ 0 N 0 iv E cm 0 3 0 V) Ln 0 i N d- Ln i C Q) i N M d' LO irn 0 0 0 Ln i a 1 N=20' • 20 `t GENERAL NOTES: 1 • CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, AND TYPE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO ENGINEER IMMEDIATELY, 2. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO START OF CONSTRUCTION. STORM DRAINAGE PLAN .... t i r S M N ^ SS „,. _ _. _. ,_ m �4 ,3 !.t , c _ .<z ,56 YS (W .,.V.... _..._ ...... .�..w..__..._._.. F.w 0 W� .,: �`�3j V }.f YF'� C 24' i CATCH f :�_.. R 403"05 z _ ... } ty ATCI-bAS:N, SOLID _. 1 ( _ _° ��€��i 4. F 1 I � NEW E 39 2 �- r FYPE T .. '� R -� 4 i m w 12" CW- 19 '2' CC U W- .aWr<.-.3 r -0+20 0+00 STORM PROFLE - DUIVALL TO VAULT SCALE: 1 "=20' HORZ. / 1 "=10' VERT. zlej 00 CDo M 0o I^. �o 00 M CD 7D CD -0+20 0+00 STORM MANY OUTFALL SCALE: 1 "=20' HORZ. / 1 "=10' VERT. SURVMD: OES01M.. DL DL oaaao- JH REVISION BY DATE APPR A JSG PROPOSED CONCRETE PAVEMENT EXISTING CONCRETE CURB NEW CONCRETE CURB NEW CONC. SWALE EX. U/G POWER EX. TELEPHONE EXISTING STORM PIPE EXISTING SANITARY SEWER PIPE EXISTING WATER LINE PROPOSED SANITARY SEWER PROPOSED SEWER CLEANOUT PROPOSED STORM DRAINAGE PROPOSED TYPE 1 CATCH BASIN PROPOSED TYPE 2 CATCH BASIN EXISTING GROUND SPOT ELEVATION EXISTING GROUND CONTOUR PROPOSED FINISHED GRADE SPOT ELEVATION PAVEMENT SWALE MEET & MATCH EXISTING + 201.55 199.5 ME (1 CB# 1, TYPE 1 PER CITY PLAN 200.00, 0 51 LF 2" DI FORCE MAIN (FM) W/VANED GRATE RIM=398.25 398•7-I- 6" PVC 0 1.0% MIN. FOR ROOF DRAIN IE=395.25- (12" W)395.3Z CONNECTION AND COLLECTOR PIPES. SEE 2 � 26 LF 12" CPEP � 2.0� 2.9 ;. ARCHITECT PLANS FOR CONNECTION AT COLUMN. ® COMBINED DETENTION AND WATER 14 VAULT INLET QUALITY VAULT IE=394.86 STATIC W.S.=388.60 15 6" SD CLEANOUT TO FINISH GRADE. MAX W.S.=396.50 REFER TO CITY PLAN 403.1 (PER DETAIL SHT C9) ® VAULT INLET 29 LF 8" WIDE TRENCH DRAIN (ACO S200K SERIES) WITH IE=394.69 , )4 •S .1 ADA AND TRAFFIC RATED GRATE. PROVIDE IN -LINE CATCH Q5 6" OUTLET TO RAIN GARDEN BASIN (SK2-902D SERIES) AS SHOWN. TRENCH BOTTOM IE=398.40 W/RIPRAP PAD SHALL BE SLOPED TOWARDS IN -LINE CB. GRATE AT CB = 398.2 ® VAULT INLET IE=395.5 (8" W) IE=396.0 15 LF 8" CPEP 2.0% O7 VAULT OUTLET W/CONTROL STRUCTURE IE=388.60 1® CB#6, TYPE 1 PER CITY PLAN 200.00, ® 4 LF 12" CPEP 0 1.0% W/SOLID LOCKING LID O SDMH #2, STORMWATER MANHOLE RIM=398.30 IE=396.0 (2" W�39•70 (Z" A93,t) S W/3-18" STORMFILTER CARTRIDGES IE=395.6 (12" E}3g57,$6(8" AP. (PER DETAIL SHT C8) 19 23 LF 12" CPEP 0 2.0% RIM=400.12 4--.' IE IN=388.5&-{12" p) 388.16iIZ"L�� ® CB# 7, TYPE 1 PER CITY PLAN 200.00, IE OUT=386..6 {12" f� 384 41(1Z"N- W/VANED GRATE 0•4 / RIM=402.58 10 13-LF 12" CPEP O 1.0* IE=399.58 (12" NE) (G. Z ® 16 LF 12" CPEP Q 1.0%. PROVIDE 45' BEND IN ++ CF gig ADS 11 SDMH #3, TYPE 2 CATCH BASIN PER CITY PIPE TO OBTAIN PROPER CONNECTION TO (E) C8 q-e 1,?2% PLAN 201.0 FOR PUMP STATION. LOCATE ® VAULT INLET CONTROL PANEL INSIDE KIOSK IE=395.20 RIM=399.75 IE IN= 386.13 (12" W) ® CORE AND CONNECT NEW 12" SD (N) IE OUT=395.0 (2" FM)39C.3t IE=395.43t BOTTOM EL=381.13t (DETERMINE MANHOLE SEAL ALL AROUND SIZE AND DEPTH WITH PUMP SUPPLIER TO ® CBS 8, TYPE 1 PER CITY PLAN 200.00, ACCOMMODATE PUMPS AND MINIMUM CYCLE W/BEE HIVE GRATE TIME VOLUME) RIM=399.4e 391•33 PROVIDE TRAFFIC RATED ACCESS LID FOR IE=395.40 (12" S) 395 • PUMP STATION CATCH BASIN IE=396.0t (6" WALL DRAIN) (PER SPECIFICATIONS SHT C9) NOTE: CONTRACTOR SHALL SUBMIT THE ® 48 LF 12" CPEP 0 1.0% PROPOSED PUMP SELECTIONS TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO ® 6" PERFORATED, WRAPPED, FOOTING DRAIN AT BASE INSTALLATION. OF NEW RETAINING WALL. CONNECT TO CB #8. ® STORM WATER RAINGARDEN. REFER TO SHEET C4 AND LANDSCAPE PLAN L2 FOR TYPICAL SECTIONS, L3 FOR PLANTINGS, AND L4 FOR RAINGARDEN SOIL MIX AND PLACEMENT SPECIFICATIONS. LAYOUT OF FACILITY SHALL BE BY PROJECT SURVEYOR, USING ELECTRONIC FILES PROVIDED BY ENGINEER, TO ENSURE 700 MINIMUM SO. FT. BOTTOM AREA AND 3:1 MAX. SIDE SLOPES AREA CONSTRUCTED. CITY O RENTON Approved by: KlItIlA Date: G ,ro /Y Approved by: /� " Date: ala .1 Q 0 O UJI I W Z U J Lu LL LL O z 0 cn �C* A(j V O ? G< rhG �' G 1Nti�G EN 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX VOL ENGWERMMG, LAID PLANNING, SURVEYM, ENVtROWOENTAL SERVICES 0 m rn � t L T � cc i 41 4- Awa mv3 .06i. ViTu W ® 0 w3aa .z'N Cnz3u > U >o a -400 cimu (6; -, i O L v YVoe� o z o x Fes- °RMMEL° JP pF W AS 6� N �. o L ,p 28527 1_) 0 O oV N N N N o \ (\ \ '1-, \ \ M Q c*i W coo C\1 Kn) ��0000� �IYI�I�I �IQI� _j _j W N J m 0 N Lij O z O Z W cnn W j W Q' Z W cr �' W F- 2 W N a m a aW m m o a x Project /: 15432 Store #00871 15432-05-SD.dwg 4615 NE 4TH STREET RENTON. WA fell - -I W, _ - clFC FUEL 14G FACILUY R373605 Approved by: Date: Droving No.: 1+00 i+10 = C5 of 13 Approved by: Date: 20": OM. � CITY OF QFC FUELING FACILITY Permit No. U13000883 ram1 4 RENTON °NL. 011E '"" DATUM AT FU, WAU Planning/Building/Public Works Dept. s ► M = "c" SWET- ar: SCALE XCOROMT Al-ININININJAIA CD r °z W