HomeMy WebLinkAboutW-39710400
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END ROAD iMPROVMENTS
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1" WATER SERVICE AND METER PER
COR STANDARD PLAN 320.1 (TYP.)
265
260
255
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A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON n
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/ END ROAD iMPROVEMENTs
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STA. 8+82.24, ROAD A
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g"0 W.M.------------
PROPOSED STORM
PRO OSED SEWER
I
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
30+00
2 715 '
FSS�ONAL ENG�
Z-3-ZOZO
31 +00
CERTIFICATION FOR AS—BUILTS ONLY.
SEE APPROVED PLANS BY ESM CONSULTING ENGINEERS
DATED JANUARY 30, 2018, JOB #1938-001 —01 6.
AS -BUILT
0 FIRST SUBMITTAL
1 SECOND SUBMITTAL
2 THIRD SUBMITTAL
NO. I REVISION
32+00
ESM 08/30/17SURVEYED:
ESM 11/15/17 DESIGNED:
ESM 01/03/18 Pam°
DRAWN:
DCL CHECKED:
BY I DATE I APPR I APPROVED
33+00
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
Alf::��
DATU M
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34+00
CITY OF
RENTON
V'R
vAz9v
Planning/Building/Public Works Dept.
SCALE: 1 "=20' HORIZ.
1 "=5' VERT.
CONTOUR INTERVAL = 2'
20 10 0 20 40
NOTE:
1. A 6" THICK ETHAFOAM PAD TO BE
PLACED IN BETWEEN PIPES WHERE
MINIMUM PIPE SEPARATION OF 18"
CANNOT BE ACHIEVED.
2. AN INDIVIDUAL 1" PRESSURE
REDUCING VALVE (PRV) IS REQUIRED
DOWNSTREAM OF EACH DOMESTIC
WATER METER BECAUSE THE STATIC
WATER PRESSURE IS OVER 80 PSI
PER COR STANDARD PLAN 340.5.
3. DCVA REQUIRED BEHIND EACH METER
IF BUILDINGS ARE 3-STORY (TYPICAL
FOR ALL METERS.)
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EARLINGTON TOWNHOMES
WATER PLAN & PROFILE
UTILITY PERMIT #
01/23/18
FIELDBOOK:
PAGE:
DRAWING NO:
WA-02
[SHEET: OF:
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W-397104