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CONSULTING ENGINEERS LLC
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ESM JOB #1352-020-011
NO.
REVISION
206 +40
206 +80
BY I DATE I APPR
465
460
455
450
445
435
207 +20 207 +60
LU
SCALE: 1 " °20' Harz
1" =5' VERT.
CONTOUR INTERVAL = 2'
20 10 0 20 40
NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO
VERIFY LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION.
2. FOR TRENCH SECTION AND PAVEMENT
RESTORATION SEE ROADWAY
RESTORATION SHEET DT -01.
3. FINAL RIM ELEVATIONS SHALL MATCH
RESTORED PAVEMENT GRADES.
4. MILLER GLIDELOC FALL PROTECTION
SYSTEM SHALL BE USED AS FALL
RESTRAINT DEVICE UNLESS OTHERWISE
APPROVED BY THE CITY.
AS -BUILT CERTIFICATION:
I HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE
THAT THE INFORMATION SHOWN HEREON REFLECTS THE
"AS- CONSTRUCTED CONDITIONS." THIS CERTIFICATION
IS BASED UPON WORK PREPARED IN ACCORDANCE WITH
GENERALLY ACC TED ROFESSIONAL ENGINEERING
AND SURV I G C
JONATHA KARLEN, L.S. NO. 41959
DATE
5- 362138
�w,rri ,uw ,sea
CITY OF
DM RENTON
Da
. *I nu sc.,� l Planning /Building /Public Works Dept.
I! NOT NNE 1.
:P. 5l%lE MNPpNAY
r\G r IVII1r-
NOT TO SCALE
CHECKED FOR COMPLIANCE TO CITY STANDARDS
HERITAGE PLAT SANITARY SEWER EXTENSION
PHASE 1 (LIBERTY HIGH SCHOOL)
,I'� //// / /PLAN �AND
�xPROFILE
SS -03