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HomeMy WebLinkAboutR-425532Z ti O Z O 24" D/A. ACCESS OPENING \ ��o� \A°Q 12" Vf-NT (TYP) I (TYP) \ PROJECT BOUNDARY ,; PROPOSED FINISH (TYP) GRADE CONTOUR 7015' BLDG (TYP) xoo SETBACK (TYP) 41444 74 \ ---- ` -- -- \ \-- \A / ss 11 6 IF TRACT -- \ \ \ �° ` 0-48" TYPE 2 10LF �F 6" PVC '� ao STORM DRA/NAGS \ ` '7�� R1M=396.04' CONNEC TO EX. » 0.6581 8�648- \ \ \ \ lE 12 CNC NW=390.04 ----�---- --- _-_�-_\�� \ CONTROL ,% 18" lE 3�9- _ 48" CLEANOUT - --- --- --- -IE - --- ------ - � 1 � � STRUCTURE � �o� �''' 4 RIM 425.84 I , \ \ ¢?o SEE DETAIL, �,' •� _ 27LF H CNC NE=390.14 421.19 6 /E A1TTT'7T - -- - - - - - - 6 OPEN/NG '\ , ' SHEET C4.32 7 c z''7EF 18 DI _ 421.19 6" lE-4h?-99- I (TYP) �`� \ \ 18" Dl ®9-0.02338 ' ® A 24 CASING PIPE 72 A� PER C. O.R. STD DTL 412, r--41399--______________ \'X h 12" lE \ \ �\ SEE SHEET C5.31 4-BFr 12T l------ --- --- \ \ . ---- --_ _ ` 00408�_____ \°�� STA. 1Of06.03, 2.43' LT --� -- -- \� 401.20 ______- _ - - - - / \ �\h \ 18" lE And TYPE 2-48"' MANHOLE ` I RIM 404.15 64' \ \ \ _ - _ _ _ _ _ _ _ _ =clz 18" E18 lE /N-498-BB- (s) 400. 7 71 / ° : ' \ i�i \ 3LF 18" DI ®B-BBBB- ��0 18 /E OUT 99P 195-(NE) ---=� -- \ = _ -- OppOg�< \406 392.13 / ; EXISTING GROUND a\ 44LF _ _ _ - - �' 18 /E \ o CONTOUR (TYP) ;B 37 •45EF 12" PVC "'-\ -� ------ --- _-- -_--_� 4oz V. 186, 36. 5461 % - / ot ®-B-B B 0.0129 \ �, \ E.• 1310717 4065 1= TYPE 2-48'; RIM -4z'.8-420.39 12" lE /N 46 (SW) 414.3 12 lE OUTS (N) 414. CB 3� i STA. 17*05.22, 5. 00' L T TYPE 2-48; RIM t 42 1. 22 12" lE /N-4!r. BB- (W) 414.97 12" lE /N -4*. 619 (SE) 414.97 12" IF OUT19- 09 (NE) 414 97 -- ---- - - -- ----- 8x16 BlOP00 WATER \-I-�,`� �22. QUALITY MEDIA FILTER SEE DETAIL, SHEET C4.34 /------------ 400 _ h22 \ 41 .91 18" IEEE 14LF-16L`F 18" DI 0.1736 0 B.-t994- VAUL T - EXTERIOR 5x10' GRATED ACCESS HATCH W/ 3'x3' LEAF DOOR (TYP) -` (TYP) \ \ \ \ STA. 15f95Z,, 16.15' RT TYPE 2-48' SOLID LOCKING LID RIM-42563423. 40 18" If IN v6 7,5 (E) 416. 40 18" lE OUT 0*.;* (N) 416.40 .\ s� 45 � FLAT a .\ �o --- ,�� -- --- 402.80 402.80 ����� so �40..44 h 403.44 `,___---------- _ 483�r 403 44 h � 403 = c--- SEE VAULT SECTIONS, � � . aFLAT SHEET C4.32 (TYP) I ' .\ 402.80-------- 402.80 \ 40340 403.39 --------------------- __403.25 9525- 403.44 402.80 402.80 aFLAT------------- -------- - 403.44 +�-------- 402.85 ------- \ ------------- 40345 402. �5 FZAT 402.85, -------------- ,'8r403.39 a� 403.46 h 4&5;?5 .42 =__403.40 ] c 402.85 FLAT 402.85 r40336 hq 40341 --------------- ---------------- B VA UL T - INTERIOR UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 w 420 EXISTING GROUND © PIPE � (TYP) PROPOSED GROUND ® PIPE � (TYP) 410 8x16' B/OPO0 WATER QUALITY MEDIA FL TER SEE DETAIL, SHEET C4.34 400 7LF -7 18" Dl 0 9.4�4 0.1714 22ZFz�F 18" Dl - 9 & 0.099 390 R 420 NOTES 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. 410 24" CASING PIPE PER C.O.R. STD DTL 412, SEE SHEET C5.31. VAUL T VOLUME (CF) STORAGE TYPE DESIGN AS -BOIL T LIVE 88,014 88,827 400 2" POWER CONDUIT BTM OF CONDUIT 393 66 TOP OF STORM PIPE 393.39 324" CLEARANCE, ETHAFOAM REQUIRED T� INSTALL 20"x20"x2.5" THICK DOW PLASTIC ETHAFOAM PAD 220 OR APPROVED EQUAL (TYP) 4" COMM TOP OF CONDUIT 391.63 . BTM OF STORM PIPE 391.89 J 12" CLEARANCE, ETHAFOAM REQUIRED o� 390INSTAZL 20 "x20 x2. 5" THICK DOW PLASTIC ETHAFOAM PAD 220 OR APPROVED EQUAL (TYP) � � Z it Lm L W W SD-1 ?l SCALE- 1 "30' I? SCALE. 1 "=5' 10+00 10f-MV-61 SURVEYED: SCALE: BY OTHERS VERTICAL• NAVD 1988 DESIGNED: AS NOTED HORIZONTAL• NAD 1983/1991 ROLL/ HEA VR/N DRAWN: MARY MOORE ONE INCH DATUM CHECKED: AT FULL SCALE ROLL/ HEA VR/N SCALE NOT ONE INCH ACCORDINGLY BY DATE APPR APPROVED: ROLL/ HEA VR/N PROPOSED ELEV. 0 PIPE � (TYP) EX/STING ELEV. 0 PIPE � (TYP) o� �a CITY OF RENTON Planning/Building/Public Works Dept. KEY MAP SCALE: 1" = 20' 0 10 20 40 STORM LEGEND STORM PIPE STORM SERVICE EXISTING STORM PIPE STORM P/PE FLOW ARROW STORM STRUCTURE - TYPE 1 CB STORM STRUCTURE - TYPE 2 CB 5/S/25 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 TOWNS ON 12TH 3916 & 3926 NE 12TH ST, RENTON, WA 98056 STORM DRAINAGE VAUL T PLAN 0 0 0 N N N DATE: O 0/111202J FIELDeo PAGE DRAWING NO: C4.31 SHEET: OF: 32 93 CONSTRUCTION RECORD DRA WINGS