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CL INT'X
STA 4+65.1 1 , RENTON AVE S
= STA. 26+29.81 , S 130TH ST
STA.=4+36.34, 8.19' RT.
1-811x8" TEE (FLxFL)
3-8" SLEEVES (MJxMJ)
3-8" GATE VALVES (FLxMJ)
1-CONC. BLOCKING
CONNECT TO EX. 8" W.M. CONTRACTOR TO
VERIFY SIZE, DEPTH & LOCTION PRIOR TO
CONSTRUCTION AND NOTIFY ENGINEER OF
ANY DISCREPANCIES. CONNECTION PER COR
STANDARD PLAN 300.4. FINAL CONNECTION TO
BE MADE BY CITY PERSONNEL COORDINATE
WITH CITY OF RENTON FOR SHUTDOWN.
/
A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON
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--_.I 1 -STA.=7+74.88, 22.00' RT.
322.5' 1-8"x8" TEE (FLxFL)
1 / 23-L.F., 8"0 D.I. W.M. / 3-8" GATE VALVES ('FLxMJ) /
SAWCUT PAVING AS REQUIRED. W/4' MIN. COVER / — RENTON AVE S 1-8" PLUG (MJ)
RESTORE TRENCH TO CITY OF 7+00 2-CONC. BLOCKING
RENTON STANDARDS. REPAIR — 6+00 I _ _ 8 00
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_STRIPING AS NECESSARY I
--- / 22' ---- -- — — — --
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18 7 --
32C
315
31C
305
30C
295
29C
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_ 6=7'28,39' R=2044.36 L=266.81 _ -
--- �F 8" 0 D.I. W.M. —
W/3' MIN. COVER
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STA. * BEN 30, xMi) RT.el\ 9,
11-45' BEND (MJxMJ)
1-GONG. BLOCKING
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4+00
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
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CL INT'X
STA 4+65.1 1 , RENTON AVE S
= STA. 26+29.81 , S 130TH ST
3' MIN
COVER
EX. GROUND @ �
EX. STORM DRAINAGE
�P
�•.� p� 2 715
FSS�ONAL ENG\
2-3-ZO20
5+00
CERTIFICATION FOR AS-BUILTS ONLY.
SEE APPROVED PLANS BY ESM CONSULTING ENGINEERS
DATED JANUARY 30, 2018, JOB #1938-001 -01 6.
AS -BUILT
6+00
0 FIRST SUBMITTAL
1 SECOND SUBMITTAL
2 THIRD SUBMITTAL
NO. I REVISION
7+00
ESM 08/30/171 SURVEYED:
ESM 11/15/17 DESIGNED:
ESM 01/03/18 PDG
DRAWN: ffC11
CHECKED:
`
BY I DATE I APPR I APPROVED
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
ROAD A
SEE SHEET WA-01
Lq
O
00
N
to-remeff
•
CITY OF
RENTON
V'R
VX,9v
Planning/Building/Public Works Dept.
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SCALE: 1 "=20' HORIZ.
1 "=5' VERT.
CONTOUR INTERVAL = 2'
20 10 0 20 40
UTILITY CROSSING TABLE
N=180397.48
E=12951 65.71
1O PROPOSED 12" 0 SD BOTTOM=291 .04
PROPOSED 8" 0 WA TOP=290.54
320 CLEARANCE=0.50'
315
310
305
300
295
290
285
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EARLINGTON TOWNHOMES
WATER PLAN & PROFILE
UTILITY PERMIT #
01/03/18
FIELDBOOK:
PAGE:
DRAWING NO:
WA-05
SHEET: � °F55
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W-397107