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A PORTION OF THE NW 1 /4 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA
SEWER PIPE
447.59 FF= 0.80[EXISTING
TO BE REMOVED
1 PROPOSED
FF=440.90 WATER
(TYP.)
TR. B
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\ FF= 445.50
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STA 33+40.95, BENSON ROAD S \
STA. 10+00.00, S 28TH STREET S 28TH STREET
Ir<_ I I A 4 ]0 �3- 40 3 f /
445
STA. 10+00.00, S 28TH STREET
STA. 33+40.95, BENSON RD S
ELEV. = 433.00
440
435
430
425
420
415
.� Cal 2 WorkkV Days Before You Dig
811
Uliities lkxferground Location Center
(D,MT,ND,OR,WA)
N
� M
0087000019
"d- N
/
-2.007 /
0
(RESIDENTIAL ACCESS)
CLEANOUT (TYP.)---
SEE SANITARY SIDE SEWER
TABLE ON THIS SHEET
20
FF-447.20
1
1
10
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W =
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IW
1 = (W
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1
1
1
10' PRIVATE JOINT EXISTING SEWER PIPE
UTILITY ESM'T. (TYP.)
TO BE REMOVED
19
FF=449.40
18
FF=451.60
KEY MAP
SANITARY SIDE SEWERS
LOT
DOVIMSTREAM
S.S.M.H.
SERVICE INVERT
ELEVATION AT
S.S. MAIN
LENGTH OF
SERVICE FROM
SS MAIN TO
S.S.C.O.
INVERT
ELEVATION
AT S.S.C.O.
LENGTH OF
SERVICE FROM
S.S.C.O. TO
STUB
INVERT
ELEVATION AT
S.S. STUB
STRUCTURAL
PAD ELEVATION
EX-03
428.37
9
432 v7
434.40
438.4
2
EX-03
43v 0,4
32
435.23
438.' 0
442 '
'
2
445.49
59
447.50
0
449.00
4 53. 0
16
2
445 49
2'
447.04
0
448.20
452.2
7
EX-02
428.83
23
44473
446.20
450.2
18
EX-02
429 ' 0
24
443.' 8
0
445.' 0
449 '
9
EX-03
435.OG
24
440.24
0
442.90
446.9
20
3
429 ' 4
4
437.32
44' .50
44,...,
2'
EX-03
430 65
25
434.2'
0
439.00
443.0
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CONSULTING ENGINEERS LLC
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Sth Avenue South
10 ( # I Qr I
Suite
Suite 205
Federal Way, WA 98003
FEDERAL WAY (253) 838-81 /3
www.esmcivil.com
EVERETT (425) 297-9900
ELLENSBURG (509) 982-2W8
Civil Engineering
Land Surveying
Land Planning
Public Works
1 Project Management
1 Landscape Architecture
ESM
JOB # 1670-004-013
445
440
420
4151425
La
1 1 +20
0 FIRST SUBMITTAL
1 SECOND SUBMITTAL
2 MYLAR SUBMITTAL
PROPOSED GRADE
EXISTING GRADE @
,� � ,--- ROPOSED wp1ER
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PROPOSED S D
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1 1 +60 12+00 12+40
ESM
02/11/14
SURVEYED:
ESM
04/15/14
DESIGNED
ESM
05/12/14
DRAWN:
ire
CHECKED:
AM
REVISION
P
D, TE
APPR
APPROVED:
447.59
12+80
SCALE:
1 •=400
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
SCALE: 1"=20' HORIZ.
1 "=5 VERT.
20 10 0 20 40
S 372903
NOTES:
1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY.
CONTRACTOR TO VERIFY LOCATION AND ELEVATION
PRIOR TO CONSTRUCTION.
2. FOR TRENCH SECTION SHEET DT-01.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER
CONNECTION DETAIL SHEET SS-04. SEWER STUBS
TO THE PROPERTY LINE SHALL BE 6-INCH 0 2%
SLOPE FROM MAIN TO RIGHT-OF-WAY THEN UP TO
SEWER STUB ELEVATION UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRIVEWAY APPROACHES
SHALL BE SET TO FINISH GRADE. MANHOLES
LOCATED IN UNIMPROVED AREAS ARE TO BE SET A
MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE
FINISH GRADE, OR MUST HAVE 2'DIA. CONCRETE
RING POURED AT GRADE. WHERE MANHOLES
LOCATED IN PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
455 1
450 1
445 1
440 1
435 1
CHECKED FOR COMPLIANCE TO CITY STANDARDS
DATE:
C1 T Y OF LaRosa 05/12/201
RSANITARY SEWER PLAN AND PROFILE FIELD600K:
R E \TON PAGE:
t
DRAWING NO:
Planning/Building/Public Works Dept. SS-02
SHEET. 23 OF33
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