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HomeMy WebLinkAboutR-425532Z ti O Z O M v 24" D/A. ACCESS OPENING 12" IfNT (TYP) I (TYP) PROJECT BOUNDARY PROPOSED FINISH (TO�A GRADE CONTOUR�s \ 6 70' V� 15' BLDG �(TYP) T���"oo �Q \ SETBACK (TYP) 74 � � � A � \S 6" lE 414.45 \ \ -- -- \ \--- \ CONTROL S� �o > --- �' rt- TRACT �� \ \ STRUCTURE CB 48" TYPE 2 10LF 6" PVC ` � i'� � STORM ORA/NAGS, � � , \ J7or, ```\ SEE DETAIL, RIM=396.04 00.2640 00 \ \ \ SHEET C4.32 /E 12 CNC NW=390.04 48" CLEANOUT - ___�____ __ ____ �__�__V V A \ \ '� �o� �V 1E 18" CNC SE=390.04' RIM 425.84 1 I \ i �� \ \ \ o /�\ _ 1E 18" CNC NE J90.14' 6 /E 417.09 � " _ _ - - _ - _ - 6' OPEN/NG �'\ i o � ' �\ �CONNECT TO EX CB 6" IF 417. 09 I i �'� � oo \ \ 18 IF 390. 04 (TYP) 72' , 32LF 18 Dl h 12" 1E 414. 06 - - - - - - \ \� 9 0. J487 ------ -- 9LF 12" DI \�-----------� - ----� 24 CASING PIPE %�--- -�---90-0444----- \ \ \ �5ro�\ `•� PER C.O.R. STD DTL i - - ----� -------------��' - , SEE SHEET C5.31 \ < . 18" 1E 401.20 \\\\ ------------- - / 64' - __ ________----- _ - _ \ ¢0¢� \`� EXlS71NG GROUND i C18" IE 403.50 71 - u , CONTOUR TYP 3LF 18 Dl 0 0.0000 ��o (TYP) 18" IE 40J 50 CB J / 45LF 12" PVC N• 186936.5461 % - / 00.0120 -� ---- 8x16' BIOPOD WATER E.• IJ10717.4065 --�---�--- � -< � \ `o �,`� I 20 QUALITY MED/A FIL TER TYPE 2-48'; '� \ �i \ SEE DETAIL, SHEET C4.34 RIM 421.20 ------ - 12" If /N 414.46 (SW) 12" 1E OUT 414.46 (N) 2 5x10' GRATED ACCESS HATCH STA. 17*05.22, 5. 00' L T � \ \ W/ 3'x3' LEAF DOOR (TYP) � TYPE 2-48; - \ (TYP) RIM 422.18 18" 1E 413 56 12- IE /N 415.00 (W) 16LF 18" DI CB 1 12 If /N 415.00 (SE) 00.1994 STA. 15f95.35, 16.15 RT 12" 1E OUT 415.00 (NE) TYPE 2-48; SOLID LOCKING LID RIM 423.83 18" IE /N 416.75 (E) 18" 1E OUT 416.75 (N) VAUL T - EXTERIOR ----------------- � 403.25 h 403.25 ` FLAT a .\ --------- - ,�' 402.80 402.80 ���� 403.25 h 403.25 403.25 = = SEE VAUL T SECTIONS, `� 40325 J „FLAT SHEET C4.32 (TYP) --------------------- 402.80 402.80 \AN / 403.25 � A--------------� 40325 B4 ------------ -----� _ 402.80 ,FLAT - ------------- ----------- 40325 hq 402.85 402.85 40J25 =_______ � 40J25 402.85 FLAT 403,2 402.85 -- 403.25 � 403.25 � - - - - - - - - - - � 402.85 � 403.25 02.85 -�- FLAT 402.85 40,125 hq 40325 --------------- - - B VA UL T - INTERIOR UNDERGROUND LOCATOR SERVICE CALL BEFORE Y.( YOU DIG 811 420 EXISTING GROUND 0 PIPE � (TYP) PROPOSED GROUND 0 PIPE � (TYP) 410 8x16' B/OPOD WATER QUALITY MEDIA FL TER SEE DETAIL, SHEET C4.34 400 390 PROPOSED ELEV. 0 P/PE � (TYP) EX/STING ELEV. 0 P/PE � (TYP) QS 420 (VOTES 410 1. ALL STORM FRAMES SHALL BE VANED GRA TES UNLESS OTHERWISE NOTED. 2. PIPE MATERIAL SHALL CONFORM TO THE 2022 RSWDM CHAPTER 4, SECTION 4.2.1 AND TABLE 4.2.1.A2. 24" CASING PIPE PER \ C.O.R. STD DTL 412, SEE SHEET C5.31. 400 L-1 SD-1 ?1 SCALE- 1" 30' Pi SCALE- 1 "=5' o� 10+00 1 REVISED PER CITY COMMENTS MJS 7/26/231 HHH SURVEYED: BY OTHERS 2 REVISED PER CITY COMMENTS KEL 9/12/23 HHH DESIGNED: ROLL/ HEAVR/N 3 REVISED PER CITY COMMENTS KEL 10/11/22 HHH DRAWN: MARY MOORE CHECKED: ROLL/ HEA VR/N NO. REVISION BY DATE APPR APPROVED: ROLL/ HEA VR/N SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 390 10f-fW61 VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M VAUL T VOLUME (CF) STORAGE TYPE DESIGN AS-BU/L T LIVE 88,014 CITY OF RENTON Planning/Building/Public Works Dept. `(EYMAP 0 0 0 N N SCALE: 1" = 20' 0 10 20 40 STORM LEGEND STORM PIPE STORM SERVICE EX/STING STORM PIPE STORM P/PE FLOW ARROW STORM STRUCTURE - TYPE 1 CB STORM STRUCTURE - TYPE 2 CB 1 0/11/23 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-425532 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY � A0146 DEVELOPMENT ENGINEERING -% jfarah 12/06/2023 yqi 12/06/2023 N DATE: O TOWNS ON 12TH 101111202J 3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK: PAGE: DRAWING NO: STORM DRAINAGE VAUL T PLAN C4.31 SHEET: OF: 32 93