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HomeMy WebLinkAboutR-3724109 C IL a N o� CB -1, STA 10 +42.82 RIM ELEV = 364.50 ©TGB _ IE IN (W) = 359.33 1 CIE OUT (SE) = 359.33 11 '25.5' OF 12' LCPE ® -0.54% 43.1' OF 12" DI \ -0.547 C5.1 CB -5, STA 111 +29.65 1 / RIM ELEV = 371.89 IE IN E = 367.78 DE B CK LIB S A 1R, 361 79' F'c:359.17' (12 "Chip SE F :359.00' 02'CMP RIM ELEV = 370.91 v\ IE IN (NW) = 359.471 \ \IE OUT (S) = 359.470 5.0' OF 36" LCPE ® -0.50 r Y /T 6.7' OF 12" LCPE ® 10.69% F3 -4'x4' FILTERRA 13.3' OF 8" LCPE ® 1.00% I • I I • i a 9 8 I AV 5 J rR ^ 1n CB -3, STA RIM ELEV = 10+06.73 370.31 f 111',1 F2 -4'x6' C5.1 HE IN (E) = 366.22 _ CB -171 STA 10+22.35 IE IN (SW) = 366.22 24.5' OF RIM ELEV = 369.981 „ IE OUT (N) = 366.22 S IE IN (SE) = 366.30 Ij � o 15.6' OF 12 LCPE 0 0.50% IE IN (NW) = 366 .30 1 IE IN (N) = 367.89 IE OUT (NE) = 366.30 C5.1 F4 -4'x4' FILTERRA OF II I, 11.1' OF 8 " LCPE ® 3.36% N Z 0 W 1�I 1 E I a -L L I I I -- I I � s--- SS Y I ---- - - - -L- 1G �TP.: 370.14' I FL:35704' (1B "CHlP -E FL:366.94' (18 "CMP -S) I Y I I � � I I \a S CB -4, STA RIM ELEV = IE IN (N) _ IE IN (E) _ IE OUT (W) I 1� 19.7' OF 8" LCPE ® 1.00% J rR _l�llllii F1 -4'x4' FILTERRA f 111',1 F2 -4'x6' FILTERRA 24.5' OF 8" LCPE ® 1.20% CB -6, STA 11 +16.05 RIM ELEV = 372.30 IE IN (N) = 367.89 IE 0 (W) = 367.89 1 �I OF 8" LCPE @ 1.22% U 10 +86.29 371.99 367.52 367.52 = 367.52'\ II VI 7- S - - SS �- SS TR: 375.066' FL370.33' (18 °CMP -NE FL 370.23' (78'ChIP -W) ss -{sus AP,, 3223059076 FRED MEYER STORES INC 1G i TR: 379.58' FL:371.81' (18 "CMP -N) FL:375. 32' (18 "�^„MP -SE FL: 371. 1' (18 "CMP -SV %) s - -- s - STORM DRAINAGE KEY NOTES 1Q CORE DRILL AND CONNECT TO EXISTING CB. PLUG EXIST INLET 12" 20 10 0 20 40 SCALE IN FEET STORM DRAINAGE LEGEND FILTERRA WITH INTERNAL BYPASS G8.1 OSTORM DRAIN CATCH BASIN TYPE 2 C81 0 YARD DRAIN C8.1 � STORM DRAIN PIPE, SEE ALLOWABLE STORM DRAIN PIPES NOTE AND RD 6" ROOF DRAIN -- - --FD- 4" PERFORATED PIPE FOUNDATION DRAIN SS SANITARY SEWER SW PIPE. IF EXIST CB IS DEEMED IN POOR CONDITION BY THE INSPECTOR, A NEW CB WILL BE INSTALLED. 2O FLOW CONTROL STRUCTURE. � '3 O3 (3) DETENTION TANKS WITH PIPE HEADER, 8' DIA PIPES 230' TOTAL LENGTH, 11,069 CF MIN OF STORAGE VOLUME, PIPE BOTTOM ELEV 359.00. c5� ® COORDINATE LOCATION AND RIM ELEVATION WITH CITY INSPECTOR. MPE � " • •, DUCTILE IRON PIPE, CLASS 50 OR 52 12" REINFORCED CONCRETE PIPE, CLASS IV 18" CORRUGATED PE STORM SEWER PIPE (LCPE) 24" PVC SOLID WALL PIPE, SDR 35 36" STORM DRAINAGE NOTES 1. CONTRACTOR SHALL VERIFY INVERT ELEVATION OF THE EXISTING CATCH BASIN OUTLET PIPE BEFORE COMMENCING CONSTRUCTION. IF CONFLICT EXISTS, CONTACT ENGINEER IMMEDIATELY. 2. STORM DRAIN CATCH BASIN AND MANHOLE RIMS SHALL BE FLUSHED WITH PROPOSED PAVEMENT. THE CONTRACTOR WILL ADJUST RIMS AND GRATES AS NECESSARY TO MATCH PROPOSED GRADE. RIM ELEVATIONS AS SHOWN ON THIS DRAWING ARE FOR INFORMATION ONLY. USE ADA APPROVED STORM DRAIN COVERS. 3. PROVIDE INLET STENCILING FOR POLLUTION CONTROL PER CITY REQUIREMENTS. R- 312410 IN COMPLIANCE WITH CITY OF RENTON STAND RDS BY: DATE: BY: DATE: SS Q n DRAINAGE CONTROL PLAN BY: DATE: e ' SCALE: 1" = zo' Call before you dig BY: DATE: Abossein Engineering, L. L. C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Mail: cserviceMabosseia.com www.abosseir.com 0 IL WENDYS 10619 SE CARR ROAD RENTON, WA 98055 WENDYS STORE NO. 10542 NEW RESTAURANT E2000- 2013 -UM -T1 ULTRA MODERN 412'1/1+ 7 I F z 0 �o �Z oy a al 0 a, 0 W w U U N Z 0 W � � N � m F W N d d W W W W C N M m C C m N 0 I N N M Z 6 ° ~ xff E r r I M $ W o 33 m� .y J J c IF- Z O W Z Q WENDYS 10619 SE CARR ROAD RENTON, WA 98055 WENDYS STORE NO. 10542 NEW RESTAURANT E2000- 2013 -UM -T1 ULTRA MODERN 412'1/1+ 7 I F z 0 �o �Z oy a al 0 a, 0