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HomeMy WebLinkAboutR-38833025 20 15 10 25 20 15 SD#D2, CB TYPE 1 RIM=22:06........ IE=19.53 12"(OUT)E 'LSU#DI; CB'TYPE'1... RIM=21.90 IE=18.47 12"(IN)W IE=18.47 12"(OUT)E STORM PROFILE; SD#D2 to SD#A7 SCALE: 1 "=5' V. I "=20' H 0+00 1 +00 2+{00 - SAME STRUCTURE - - - - - - - SAME STRUCTURE - - - - - j........................ :........................ ........................ ........................ .......... r-PROPOSED--GRADE............ :........................ :........................ :........................ :........................ ............ O 128 LF 12" SD @ 1.3% �SD#A7 CB TYPE I RIM=21.82 IE=17.42 12"(IN)W IE=17.42 12"(OUT)N 25 20 R 10 ......................................................................... - - .-.�. _. EXISTING GRADE LSD#A7, CB TYPE I RIM=21.82 IE=17.42 12"(IN)W 10 IE=17.42 12"(OUT)N SD#A6, CB TYPE 11.4 J .......... .................RIM=21.3g..............................:........................ ......... IE=15.75 12"(IN)W IE=15.75 12"(N)S IE=15.75 12"(IN)SE STORM PROFILE: SD#A7 to SD#A5 IE=15.25 18"(OUT)N SCALE: I "=5' V. 1 "=20' H 000 1 +00 SAME STRUCTURE: 25 ........................ =........................ -........................ 20 41 -SD#A5; CB TYPE 1I 48"- RIM=21.63 IE=14.38 12"(IN)W IE=13.88 18"(IN)S IE=13.88 18"(OUT)E 000 1+00 SD#A4, CB TYPE II - 48" RIM=21.15 IE=12.43 18"(IN)W IE=17.62: 12"(IN)W -IE=1-6.9& - 6"(I N)S ....... IE=12.43 18"(OUT)E 127 LF 18" SD @ 1.1 % 2+00 109 LF 18" SD @ 1.1 % 200 :SAME STRUCTURE 2+.60 ........ rSD#AS,-CB TYPE II.48''... RIM=21.63 IE=14.38 12"(IN)W IE=13.88 18"(IN)S IE=13.88 18"(OUT)E ................................. SD#A3, CB TYPE II =48" RIM=21.38 ............ 1E=1'1'2�8--1.8�. (IN)W. 1E=19.74 4"(IN)S 1E=10.78 24"(OUT)E ........................ .................. a -4. STORM PROFILE: SD#A5 to SD#Z5 SCALE: I "=5' V. 1 "=20': H 3+00 3+.00 25 20 15 10 3+20 In Compliance W/ City Of Renton Standards Approved By: Date: Approved By: Date: ....................................................................................................................... Approved: By: Date: Approved: By: Date: 25 20 :_.._._._.._.._._ ._.._._ .-. _ . _ .,.-. _ :�..-.-.-......-.....-..-. r.-1.-.-..-..-.-.-..-.-.-..-F-...L. TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION KEY MAP: I I'' I ;M rm 0 0 0:15 ........................ :........................ :........................ :........................ :................... .... :............. .......... :...................... .:... ..................... :........................ : PROJECT NUMBER C152268-03 DRAWN BY SAS 181 IF 24" SD @ 1.0% ISSUE DATE 05/04/2017 42 LF 24" SD @ 1.5% 10 �.. .......................... ................ ........................ ........................ ................... .... : . SEAL ............... ........................:...................... SD#A1, CB.TYPE 11:..48..................... :....................... ......................... RIM=21.50 SD#Z5, CB TYPE: 11. 54" :IE=9.05 24"(IN)W: RIM=22.08 IE=16.03 6"(IN)SW IE=8.40 24"(IN)E IE=9.05 24"(OUT)E IE=8.90 18"(IN)SW IE=8.40 24"(IN)W ........................ ................................................. :...................... J IE-8 .............. SAME STRUCTURE - SEE SHEET C4.20 - .40' 24 OI T N 4*00 - - _ 5+00 5+, NOTE: ALL STORM PIPE (SD) TO BE LOPE, RCP, SDR35 (IF GREATER THAN 3'). ALL STORM PIPE TO CONFORM WITH CITY OF RENTON STDS CONTRACTOR TO CONTACT SPU TRANSMISSION 'CREW.. CHIEr''ROGER''COX' :''(206) 599-2496.. WITH A MINIMUM 72 HOURS NOTICE PRIOR TO BORING CONSTRUCTION. AN SPU REPRESENTATIVE SHALL BE ONSITE DURING ALL WORK WITHIN SPU PROPERTY. �otiL pET�, z 36936 GISTEgCy� ONAL SHEET TITLE / NUMBER Storm Drainage Profiles C4022 R-388330