HomeMy WebLinkAboutW-397106Z
L,
I� A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON
SEE SHEET WA-05 FOR CONTINUATION
M
1-00
2 0011 3 4 5
STA. 0+02.50, 5.00' LT. \ \
ND CAP (MJ) L- I \
W 2" LOW OFFF ASS Y I \
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�I 178.4'
W I� 292
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0 r I ALLEY E
Z STA.=70+00.00, ALLEY E 24' _20'
END OF ROAD IMPROVEMENTS - F I , 26In
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0 1 " WATER SERVICE AND METER PER 1" WATER METER SERVICE
~ COR STANDARD PLAN 320.1 (TYP.) ARMOUR CAST 12x24x(8 / �� \-�` �\
WITH 2" A.R.M. HOLE TYP.) -\ -� \
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Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
300
295
290
285
280
275
270
265
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PROPOSED GRADE
PROPOSED SEWER
CENTER OF CUL-DE-SAC
STA 71 +87.41 , ALLEY E
= STA. 6+26.68, ROAD A
ELEV=275.85
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3' MIN
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CERTIFICATION FOR AS—BUILTS ONLY.
�.•S. A. , SEE APPROVED PLANS BY ESM CONSULTING ENGINEERS
:.�� ° ti '• DATED JANUARY 30, 2018, JOB #1938-001 —01 6. 0 FIRST SUBMITTAL
�P 1 SECOND SUBMITTAL
2 THIRD SUBMITTAL
2 715R��•. Q7 AS -BUILT
�FSS/ONAL
6-S-1--70I15 NO. REVISION
PROPOSED STORM
72+00
ESM 08/30/17 SURVEYED:
ESM 11/15/17 DESIGNED:
ESM 01/03/18 PDG
DRAWN:
CHECKED:
BY I DATE I APPR I APPROVED
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
300
295
290
285
275
270
265
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
•
CITY OF
qq RENTON
Planning/Building/Public Works Dept.
n
SCALE: 1 "=20' HORIZ.
1 "=5' VERT.
CONTOUR INTERVAL = 2'
20 10 0 20 40
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-04
SHEET: OF:
43 55
0
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W— 39 7106