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SSMH hfEX -03, TYPE 1 -48"0
\ _¢TA 10 +29.37, 110.86' LT
TRIM-423 98
A PORTION OF THE NW 114 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA
SSMH #EX -02, TYPE 1 -48 "0
STA 12 +60.44, 4.41' RT 4 EXISTING SEWER PIPE
RIM =- i l7 6E- 447.59 F= 450.80 TO BE REMOVED
2 IE IN= 438.75, 8 "0 E 5
1 IE OUT-437.64, 8 "0 W
PROPOSED
FF= 440.90 WATER FF= 444.60 3
FF= 448.20 �
C�. --- -- ------.. _---- -_---- - ---�
- ,.Ja.r - - --
-P- - - -- -? -- O
-- -- - - -/ - -- - -- - -- - -5• SIDEWALK" �_ - + .-.
P
P
EXISTI G - - - - - -- -� I
/•
SEWE
-- - -_ --------
=X-
Go
�. 5 SIDEWALK
-- - - --
-- - -- - -- r - : .....rt .........................
Fo �IE IN= 420.331 8 "0 E
v A E IN -420 08 8'3 SE
vE OUT = 470.0.5 8 "0 1V
00
eFiVs, o :y
tPA
CL INT'X
STA 33 +40.95, BENSON ROAD S //
= STA. 10 +00.00, S 28TH STREET c \�
IKCLLJ-\ #10 -MO -37 0087000
ri
•J
1
�1
leA w�i n t i 40 'u
STA m +30 0° 29'37 LT.
I I RIM 46.98
IE IN 420.33 8"0 Ft
15 IE IN 120.08 8"0 sE
10 +00 10 +40
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W9Y. WA 98003
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ODOTMOR,WA) ESM JOB #1670- 004 -013
i I JOINT UTILITY TRENCH
� (TYP.) I,
TR. B \ CLEANOUT (TYP.)
SEE SANITARY SIDE SEWER
TABLE ON THIS SHEET
I
21 20
OFF- 447.20
F
F=445.50
I I I'
I
I I
I I
\
S 28TH STREET
(RESIDENTIAL ACCESS) -
i
10' PRIVATE JOINT
UTILITY ESM•T. (TYP.)I
1
19
FF= 449.40
Ch
OT 9
., STA. 10 +00.00, S 26111
STREET
LENGTH OF
SERVICEFROM
SS MAIN TO
S.S.C.O.
co
LENGTH OF
SERVICEFROM
S.S.C.O. TO
STUB
INVERT
ELEVATION AT
S.S. STUB
STRUCTURAL
PAD ELEVATION
W
= STA. 33 +40.95, BENSON
RD S
w
432.07
I Z
cn
-
W
ELEV. = 433.00
2m
10'
435.23
1 a
438.10
440
15
2
h
59
447.50
10
441
-
435
-- - - -�
--
1 445.49
18
- - - -- -I
-
448.20
452.2
17
EX-02
428.83
23
444.73
10
446.20
450.2
18
-z.00%
429.10
24
443.18
10
445.10
449.1
19
EX-03
435.09
24
430
10
442.90
446.9
20
3
429.14
14
437.32
10
I
445.5
21
EX 03
430.65
25
434.21
10
1�
443.0
425'
I
I
leA w�i n t i 40 'u
STA m +30 0° 29'37 LT.
I I RIM 46.98
IE IN 420.33 8"0 Ft
15 IE IN 120.08 8"0 sE
10 +00 10 +40
®
AnIu N GN® S I ®
C
ItL� F es
W9Y. WA 98003
Ca12 Worgllp Days Bslors You 017 www.esmcivll.com
Ulwas ulWwWwW allio11 cane.
ODOTMOR,WA) ESM JOB #1670- 004 -013
i I JOINT UTILITY TRENCH
� (TYP.) I,
TR. B \ CLEANOUT (TYP.)
SEE SANITARY SIDE SEWER
TABLE ON THIS SHEET
I
21 20
OFF- 447.20
F
F=445.50
I I I'
I
I I
I I
\
S 28TH STREET
(RESIDENTIAL ACCESS) -
i
10' PRIVATE JOINT
UTILITY ESM•T. (TYP.)I
1
19
FF= 449.40
Ch
OT 9
DOVIINSTREAM
S.S.M.H.
SERVICEINVERT
ELEVATION AT
S.S.MAIN
LENGTH OF
SERVICEFROM
SS MAIN TO
S.S.C.O.
co
LENGTH OF
SERVICEFROM
S.S.C.O. TO
STUB
INVERT
ELEVATION AT
S.S. STUB
STRUCTURAL
PAD ELEVATION
W
EX-03
WX
w
432.07
I Z
cn
-
W
IJ
2m
10'
435.23
1 a
438.10
��
15
2
445.49
59
447.50
10
449.00
- EXISTING SEWER PIPE
16
TO BE REMOVED
1 445.49
18
1 447.04
FF= 451.60
448.20
SANITARY SIDE SEWERS
LOT
DOVIINSTREAM
S.S.M.H.
SERVICEINVERT
ELEVATION AT
S.S.MAIN
LENGTH OF
SERVICEFROM
SS MAIN TO
S.S.C.O.
INVERT
ELEVATION
AT S.S.C.O.
LENGTH OF
SERVICEFROM
S.S.C.O. TO
STUB
INVERT
ELEVATION AT
S.S. STUB
STRUCTURAL
PAD ELEVATION
1
EX-03
428.37
19
432.07
10
434.40
438.4
2
EX-03
430.94
32
435.23
10
438.10
442.1
15
2
445.49
59
447.50
10
449.00
453.0
16
1 2
1 445.49
21
1 447.04
10
448.20
452.2
17
EX-02
428.83
23
444.73
10
446.20
450.2
18
EX-02
429.10
24
443.18
10
445.10
449.1
19
EX-03
435.09
24
440.24
10
442.90
446.9
20
3
429.14
14
437.32
10
441.50
445.5
21
EX 03
430.65
25
434.21
10
439.00
443.0
PROPOSED GRADE O
iSTING GRAI E O rL
11 +20 11 +60 12 +00 12 +40
0
FIRST SUBMDTAL
ESM
2/11/14
1
SECOND SUBMDTAL
ESM
4/15/14
oESC1
2
my-AR SUBMITTAL
ESM
5 1 14
----1= ( N
r 0
- c/) LU
- W w
Z U)
W - -
W,
LA -UL I,Y -40 'O I -
STA. ]?+60A4, 4.41' PT
RIM= 447.59 III
IE IN 438.7 8 "0 E
IE OUT= 437.64 8 "0 W
12 +80
CITY OF
RFNTON
O1E H0X DATUM
• *NLL Plan ning/Building/Pu blic Works Dept.
•NO,��
SfNE ,4WINN00.
IMF
SCALE: 1• -20' HORIZ.
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 O 2%
SLOPE FROM MAIN TO RIGHT -OF -WAY THEN UP TO
SEWER STUB ELEVATION UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRNEWAY 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.
450
r.me
LaRosa
SANITARY SEWER PLAN AND PROFILE
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