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HomeMy WebLinkAboutS-365402• ►M4 Z O W 12 Ld of m BREMERTON TOWNHOMES A PORTION OF THE NE 1/4 & NW 1/4 SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W.M. Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Center (ID,MT,ND,OR,WA) CITY OF RENTON APPROVAL FOR SITE CONSTRUCTION � � 511 -1 TEE LJ14 —b ILL Date 1:6w �o +77:8..... Date Comments: Date PROJECT #: U120093 CONCEPT ENGINEERING, INC. 455 Rainier Boulevard North C= ssoquah, Washington 98027 (425) 392 -8055 FAX (425) 392 -0108 Copyright © 2012 Concept Engineering, Inc. All rights reserved. 390 C C C lr =Ja0.00 E= 399.09 � � 511 -1 TEE LJ14 —b ILL S3 -6 TEE.. j J 1:6w �o +77:8..... 1 +97.6 S5 -6„ TEE Z _. .. ....1 IE= 399.97...... .E- _. _. 398.81... 0 +91.3.. _. SSMH #1 _ IE =399.10 S6 6" TEE. _... 5.� -6" _.. .. S43 -6 TEE STRADDLE EX. SEWER MAIN_ ._. 1+136-- 1 +38:2.._. 1 +84.8 _ . STANDARD 48" SS MANHOLE IE 399 32 E 399 57 IE= 400.04 390 STA. 0 +12:95, 4.00' RT S7 S8-6". 512 -6° TEE,_.. RIM= 406:Of _6'...TEE +79.2 ....... . ._. 1. +31.:6 1+79,6 LE...(EX 8")= 398.09.. .1. IE= .399.38 ..... IE= 3.99.51....__. _ . _ __. IE.= 399.99 .. _... . . _LE _( 8" IN)= 398.19....... _.... _. I ..... o � � � o � 'a 1:6w �o of oof �o - qO Z 0 d.� �� 67 �O 0i �O .. . STANDARD 48 SS MANHOLE.. 0 +00 1 +00 2 +00 on+Fxs a o BRC/MW SS M55 DATUM SS 10 12 BRC SRO F � ME 114W BY DATE APPR •annoen: ex SEWER PROFILE STA. 0 +00 to 4 +00 HORIZONTAL SCALE: 1 " =20' VERTICAL SCALE: 1 " =5' 3 +00 420 ON 0 �(D �h 1:6w �o of oof �o 0) �o 420 SSMH #2.... ...... . .. . STANDARD 48 SS MANHOLE.. STA. 2 +21.05, 6.74' RT = ._ . S24 -6" TEE STA: 10 +07.59,'' 18:267 ..RT....._ .. .......... ....._._.. 0+35.0 ...... I __.... I ..... RIM 410 48 IE 402.62 I IE (8' OUT) 400.29 I FINISHED. IE (8 IN)--. 400.39 S23 -6' TEE .. GROUND ... XING #10 0 +34.0 .._.. XING - #6 IE= 402.60 ._.. { 410 -- — --- — I EXISTING 410 — GROUND.. 0 +63.0 JE.= 4.01.72. 62LF 8 PVC 5 1.5 0 . .._. 86LF. 8" PVC. S= 1 :50..°.. ... ...... S22 -6" TEE 400 S19 -6" TEE 0 +19.0 400 0 +3.4..5. .... .... SSMH #3... E 401..29 . _. .............. ......... S21. -6' TEE.. SSMH #7 .. STANDARD 48 " -SS MANHOLE -- - - 0 +1 B. o STANDARD -48- SS MANHOLE - 21 LF STA. '2 +27.76; 25:98 RT = SSMH... #6 IE =402.36 STA. ' 11 +78.47; -7:00 RT - -- 8' PVC STA. 10 +27.19, 10.50 RT = STANDARD 48" SS MANHOLE RIM = 410.39 S =1 QO% 29 +90.89 5.38" R7 STA. 19 +95.73, $.42' RT._. IE (8,, OUT)= 403:02 ..... RIM-409.715 RIM= 409.65. ..... IE (6" =403.12 IE (8" OU.T) 400,6.0 IE (8 "...OUT)'= 401:99 ..IN) -_.. iE „ I . -4 70 _. IE_(8 ..IN )= 402:09 .._.... 390 6 0M ON 0 �(D �h 1:6w �o of oof �o 0) �o 'a; r-p t 10 +00 11+00 12 +00 SEWER PROFILE STA. 10 +00 to 12 +50 HORIZONTAL SCALE: 1 " =20' VERTICAL SCALE: 1 " =5' CITY OF BREMERTON TOWNHOMES 7 -31 -12 RENTON SEWER PROFILES P o Planning /Building /Public Works Dept. C 19,1 :. 390 12 +50 =i 1Z81 5- 365402 CO '2�- 365400 1-