Loading...
HomeMy WebLinkAboutR-372411W z ¢z 0 N co 0 M N m m e m LL 0 IL a 0 N OF DETENTION HOR 1 " = 2C VERT 1" = 5' CB -4, STAI 10+86.29 PROP GRADE 11 +16.05 CB -2, STA 10 +73.97 O2 RIM ELEV = 371.99 EXIST GROUND RIM ELEV = 372.30 10 +06.73 RIM ELEV = 370.91 375 IE IN (N) = CB -1, STA 10+42.82 = 366.22 CB -4, STA IE IN (NW) = 359.47 IE OUT (W) = 367.89 RIM ELEV = 364.50 375 IE OUT (W) IE OUT (S) = 359.47 ELEV 372.01 RIM ELEV = IE IN (W) = 359.33 CB -5, S TA 1 +29. 1S 1+29. 65 - - -1 RIM ELEV = 370 IE OUT (SE) = 359.33 11.1' OF 8" LCPE ® 3.36% ` 367.52 OF 36" LCPE ® -0.50% - - 375 ELEV 368.18 IE IN (E) = 366.22 365 - 24.5' OF 8" LCPE ® 370 365 29.8' OF 8" LCPE ® 1.22% IE IN (SW) = 366.22 370 IE OUT (W) = 367.52 EXIST GROUND 360 U [5.0' IE OUT (N) ELEV 367.00 ` ELEV 371.81 O 43.1' OF 12" DI ® - 0.54% 365 y o i N to 365 370 _ _ :� _ i 370 6.7' OF 12' LCPE ® 10.69% 1 y i H ELEV 367.00 1 m ELEV 867.98 N ELEV 359.50 360- _.: _. ..:- :.. _ ___1365 'ELEV 365.50 360 ELEV 359.10 r 43.4' OF 8" LCPE ELEV 359.00 19.7' OF 25.5' OF 12" LCPE ® -0.54% 3 0 355 79.6,' OF 12" 355 ® 1.64% d N I!] M -- - -- 360 ELEV 359.00 � r 355 M M 355 m `t 9 +80 10 +00 10 +20 10 +40 10 +60 10 +80 11 +00 OF DETENTION HOR 1 " = 2C VERT 1" = 5' CB -4, STAI 10+86.29 CB -6, STA 11 +16.05 PROP GRADE _ RIM ELEV = 371.99 EXIST GROUND RIM ELEV = 372.30 10 +06.73 IE IN (SE) = 366.30 IE IN (N) = 367.52 IE IN (N) = 367.89 = 366.22 CB -4, STA IE IN (E) = 367.52 `, PROP GRADE IE OUT (W) = 367.89 = 366.22 375 IE OUT (W) = 367.52 4 370 ELEV 372.01 RIM ELEV = 371.99 CB -5, S TA 1 +29. 1S 1+29. 65 365 - RIM ELEV = 370 BOX, 11.1' OF 8" LCPE ® 3.36% IE IN (N) = 367.52 370 = 375 ELEV 368.18 IE IN (E) = 366.22 365 - 24.5' OF 8" LCPE ® 1.20% 365 29.8' OF 8" LCPE ® 1.22% IE IN (SW) = 366.22 360- IE OUT (W) = 367.52 360 m N N N � n M M 10 +60 10 +80 11 +00 r2 M 7 N n � M 11 +20 00 � O N � M 11 +40 11 +60 11 +80 n SD PROFILE FROM CB -4 TO F2 �SCALE: HOR 1" = 20' VERT 1" = 5' 9 +80 10 +00 10 +20 10 +40 10 +60 10 +80 11 +00 11 +20 11 +40 11 +60 11 +80 HUK 1 = Ll VERT 1" = 5' 380 STORM DRAINAGE KEY NOTES CORE DRILL AND CONNECT TO EXIST CB 380 O2 PROP GRADE CB -7, STA 10+22.35 O3 (3) DETENTION TANKS WITH PIPE HEADER, RIM ELEV = 369.98 CB -3, STA 10 +06.73 IE IN (SE) = 366.30 RIM ELEV = 370.31 IE IN (NW) = 366.30 IE IN (E) = 366.22 CB -4, STA 10+86.29 = 366.22 IE OUT (N) = 366.22 ELEV 370.50 CB -3, STA 10+06.73 4 370 TC 372.01, INV OUT 368.18 RIM ELEV = 371.99 CB -5, S TA 1 +29. 1S 1+29. 65 365 - RIM ELEV = 370.31 BOX, 11.1' OF 8" LCPE ® 3.36% IE IN (N) = 367.52 RIM = 375 355 IE IN (E) = 366.22 PROP GRADE �o 1E IN (E) = 367.52 _ IE IN (E) = IE OUT (S) 367.78 = 367.78 - - 375 IE IN (SW) = 366.22 IE OUT (W) = 367.52 U U IE OUT (N) = 366.22 ` ELEV 371.81 O � y o i N to 1 370 _ _ :� _ i 370 6.7' OF 12' LCPE ® 10.69% EXIST GROUND y i H ELEV 367.00 1 m ELEV 867.98 N zaaJ _. :.:. _.: _. ..:- :.. _ ___1365 'ELEV 365.50 r 43.4' OF 8" LCPE ® 0.60% 19.7' OF 8" LCPE ® 1.00% o, 3 0 79.6,' OF 12" LCPE ® 1.64% 360 -. -- - -- 360 ELEV 359.00 355 355 m `t co M u') O� 00 O I, O) N 00 O) N rn <D O N 00 M O 00 O �Y m 0 m 0 0 O� ^ n n r n r r n r n to 9 +80 10 +00 10 +20 10 +40 10 +60 10 +80 11 +00 11 +20 11 +40 11 +60 11 +80 HUK 1 = Ll VERT 1" = 5' 380 STORM DRAINAGE KEY NOTES CORE DRILL AND CONNECT TO EXIST CB 380 O2 PROP GRADE CB -7, STA 10+22.35 O3 (3) DETENTION TANKS WITH PIPE HEADER, RIM ELEV = 369.98 CB -3, STA 10 +06.73 IE IN (SE) = 366.30 RIM ELEV = 370.31 IE IN (NW) = 366.30 IE IN (E) = 366.22 IE OUT (NE) = 366.30 IE IN (SW) = 366.22 IE OUT (N) = 366.22 ELEV 370.50 3701 BOX, 4 370 TC 372.01, INV OUT 368.18 ©3 EXIST GROUND 365 - ELEV 366.67- 365 F4 FILTERRA BIORETENTION SYSTEMS, 4x4 BOX, 11.1' OF 8" LCPE ® 3.36% 15.6' OF 12" LCPE ® 0.50% 360 -- 360 355 355 �o o M 9+80 10+00 10+20 10 +40 10 +60 n SD PROFILE FROM C13-3 TO F4 Y SCALE: HOR 1" = 20' VERT 1" = 5' TO F1 CB -7, STA 10+22.35 - RIM ELEV = 369.98 EXIST GROUND IE IN (SE) = 366.30 - - - IE IN (NW) = 366.30 PROP GRADE IE OUT (NE) = 366.30 ELEV 370. 370 - 3 365 - ELEV 366 13.3' OF 8" LCPE ® 1.00% 360 10 +00 10 +20 10 +40 10+60 SD PROFILE FROM CB -7 TO F3 5 SCALE: HOR 1" = 20' VERT 1" = 5' 1O STORM DRAINAGE KEY NOTES CORE DRILL AND CONNECT TO EXIST CB O2 FLOW CONTROL STRUCTURE. FOR DETAILS SEE O3 (3) DETENTION TANKS WITH PIPE HEADER, 8' DIA PIPES 226.1' TOTAL LENGTH, 11,069 CF OF STORAGE VOLUME MIN, PIPE BOTTOM ELEV 359.00. FOR DETAILS SEE ©1 F1 FILTERRA BIORETENTION SYSTEMS, 44 BOX, TC 371.81, INV OUT 367.98 ©2 F2 FILTERRA BIORETENTION SYSTEMS, 6x4 BOX, TC 372.01, INV OUT 368.18 ©3 F3 FILTERRA BIORETENTION SYSTEMS, 4x4 BOX, TC 370.26, INV OUT 366.43 ® F4 FILTERRA BIORETENTION SYSTEMS, 4x4 BOX, TC 370.50, INV OUT 366.67 R -31241 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: DATE: WLYL BY: DATE: ,f � , Q`a BY: DATE: 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 -Moil: cservicebabossein.com www.abossein.com 0 1 lei N W I LL W CL W Q Z_ O H V) WENDYS 10619 SE CARR ROAD RENTON, WA 98055 WENDYS STORE NO. 10542 NEW RESTAURANT E2000- 2013 -UM -T1 ULTRA MODERN 4/29/14 JOB No. SHEET No. ,2130871 C5.1 7 -1 f I z� -D� a � I 0 a, v z w U U d O O � y o N to Z F- y i H 1 1 m N N O r o, Z J L J g rrvE E� E .u� u • i a w L _ p� 8 a, 3� FV1 m� 1 lei N W I LL W CL W Q Z_ O H V) WENDYS 10619 SE CARR ROAD RENTON, WA 98055 WENDYS STORE NO. 10542 NEW RESTAURANT E2000- 2013 -UM -T1 ULTRA MODERN 4/29/14 JOB No. SHEET No. ,2130871 C5.1 7 -1 f I z� -D� a � I 0 a, v