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SANITARY SIDE SEWERS
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH O END
OF STUB
ELEV. O
S.S. MAIN
DOWNSTREAM
S.S.M.H.
13
497.60
491.60
488.08
S.S.M.H.
H2 -27
14
496.90
490.90
487.79
.
H2 -27
15
495.90
489.90
486.97
H.
H2 -27
16
495.60
489.60
486.42
H.
H2 -27
17
495.80
489.80
486.21
H.
H2 -26
18
496.20
490.20
485.87
US.S.M.H.#H2-27
H.
,H2 -26
19
498.20
492.20
485.47
H.
H2 -23
36
502.80
496.80
489.10
H.
H2 -23
37
503.70
497.70
495.27
H.
,H2 -25
38
503.90
497.90
495.27
H.
H2 -25
39
503.80
497.80
494.68
S.S.M.H.
H2 -24
40
503.50
497.50
1 494.22
S.S.M.H.
H2 -24
41
503.10
497.10
494.01
S.S.M.H.
,1-12 -24
42
502.60
496.60
494.01
S.S.M.H.
02 -23
43
501.90
495.90
490.50
S.S.M.H.
142 -23
44
500.80
494.80
487.42
S.S.M.H.
142 -23
45
499.20
493.20
486.27
S.S.M.H.
142 -23
46
498.20
492.20
485.40
S.S.M.H.
142 -23
47
497.60
491.60
465.78
S.S.M.H.
,H2 -26
48
496.30
490.30
485.88
S.S.M.H.
02 -26
49
495.90
1 182 .90
486.42
S.S.M.H.
H2 -27
50
495.90
489.90
486.94
S.S.M.H.
,H2 -27
496.40
490.40
751 7
H.
H2 -27
52
498.10
492.10
488.10
S. S. M. H.
H2 -27
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC 13, TWP 23 N, RGE 5 E, WM, KING CO, WA
1 -L -
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Q9 LF.�
EL- 496.69 A "A C C� I I
�r
YIF
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irnmm
0
J
- j��
• •� EL =496:50 ..-
•••• EL =497.20
SUIBACCESS ROAD B
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493.78
490
G
Ol
+
A.D.
[!Ktm
520
470
Ia
L.P. EIEV
= 494.7
D
510
Fri
0T
rrl
i
L.P. STA
r
500
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493.78
490
G
Ol
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A.D.
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O
O
480
O
470
Ia
WARNING:
F"ExelWq, WA 88009 ,a.a sF„>
THE UTILITY LOCATIONS SHOWN WWw.semcrvil.com
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1352- 006 -007
108 +00 109 +00 110 +00 111 +00 112 +00 113 +00
530
520
510
'.Od®
iY�1
F --D
Kno
o � mop s umu Irv. cem Iu I[ x YERIMH: N.W laep
1 SECOND SUBMITTAL IESM 61126113 . E �_�• w NID ,ero ,w,
2 MYLAR SUBMITTAL ESM .1/28/13
OIL
N AT RLL
I DATUM
E
IF NOT OXE J XdI
NO. REVISION BY DATE APPR 1 """naAn �"C01°M01'''
X�
SCALE: 1" =50 HORI2.
1 " -10' VENT.
50 25 0 50 100
�V
CITY OF
RENTON
Planning /Building /Public Works Dept.
WQ
NOTES:
3
LTA
WYMOOD
IL
KEY MAP
NOT TO SCALE
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 -09. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6 -INCH O 2X
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.
5- 362112
CHECKED FOR COMPLIANCE TO CITY STANDARDS
HERITAGE PLAT
SANITARY SEWER EXTENSION PHASE 2
ROAD B PLAN AND PROFILE:
STA. 107+50.00 TO STA. 113+21.50
OIL" �5 -3( a� a�
L.P. EIEV
= 494.7
L.P. STA
= 109+13.29
PVI ELEV
493.78
A.D.
= 4.00
K
= 50.00
2
0.00' VC
INT'X STA.
111+53.71,
ROAD -B-
= STA. 3C9+98.38,
R ,
"C"
FINISHED GRADE
ELEV
0 INT. = 493.59
rn
N
m
N
OD
n
o
a
ORIGINAL
GROUND
o
a
(/E�POS
GRADE
C
m>
-
S.S.
8 "0 PVC
L.
SDR -35 S.S
P �� SD?"
S _5 �
86
8"
L.F.,
PVC
140 L'
._
_..
O S =1.11
"0 PVC SO
••
-35 S.S.
8 "0 PVC
L.F.,
SDR -35 S.R.
O
SDR
35 S.S.
O S =O.
tox
O
=0.40X
-
1_
"
O S
1.35X
1M
=
I.E.
IN = 494.0
, 6 "0
I.E.
IN = 493.811,
I.E.
OUT = 493
78, 8 "0
_ 7
i1M = 44.
9
RD
= A&
I.E. IN = 416.42,
6 0
LE
IN - 495.
7, 6 "0
I.E. IN =
6.29, 8 "0
LE
OUT = 49
.04, 8 "0
I.E. OUT =
6.19, 8 "0
H.
- TY
8 1 -4 "
-I'
= 416.63
IM = 4
.09
I.E
LE.
IN = 485.
OUT
8 "A
53, "0
I.E. IN =
485.14, 8"
=753, �
8
I.E. OUT
485.04, 8
0
WARNING:
F"ExelWq, WA 88009 ,a.a sF„>
THE UTILITY LOCATIONS SHOWN WWw.semcrvil.com
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #1352- 006 -007
108 +00 109 +00 110 +00 111 +00 112 +00 113 +00
530
520
510
'.Od®
iY�1
F --D
Kno
o � mop s umu Irv. cem Iu I[ x YERIMH: N.W laep
1 SECOND SUBMITTAL IESM 61126113 . E �_�• w NID ,ero ,w,
2 MYLAR SUBMITTAL ESM .1/28/13
OIL
N AT RLL
I DATUM
E
IF NOT OXE J XdI
NO. REVISION BY DATE APPR 1 """naAn �"C01°M01'''
X�
SCALE: 1" =50 HORI2.
1 " -10' VENT.
50 25 0 50 100
�V
CITY OF
RENTON
Planning /Building /Public Works Dept.
WQ
NOTES:
3
LTA
WYMOOD
IL
KEY MAP
NOT TO SCALE
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 -09. SEWER STUBS TO THE
PROPERTY LINE SHALL BE 6 -INCH O 2X
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.
5- 362112
CHECKED FOR COMPLIANCE TO CITY STANDARDS
HERITAGE PLAT
SANITARY SEWER EXTENSION PHASE 2
ROAD B PLAN AND PROFILE:
STA. 107+50.00 TO STA. 113+21.50
OIL" �5 -3( a� a�