HomeMy WebLinkAboutS-362165A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC 13, TWP 23 N, RGE 5 E, WM, KING CO, WA
-27, TYPE 1-48"0 S.S.M.H. III TYPE 1-48"0 38 S.S.M.H. /H2-25, TYPE 1-48
SEE OTE 4 T S S EET
STA. 109+21.21, 4.03' LT. STA. 110+60.90, 3.93 LT. - - - - - 0.=503.90 N HI H
x° STA. 113+11.42, 89.86' LT.j
13 268.4 140.0 37 ° ) \�
PAD 2269- L.F., i49- L.F., ZO PAD Oxo
EL=497.60 8"0 S S 8"0 S.S EL=503.70 O Q \
14 15 PI 17 18 96.2 �, 84.0 q� �•�
PAD \EL=495
.90 EL -49 .60 PAD PAD % LF ROAD ROAD Ci /,t 86 L.F.,
EL=496.90 EL.=495.60 EL=496.20 36 8"0
o �o N 8"m s'�SEE SHEET SS -03 PAD \ \ F
EL -497
+ 19 EL=soz.6o /- 1 +52 14,
N 00 A_
P L
PAD
o+ 0.=498.20 +
1I - O
SANITARY SIDE
SEWERS
42
ON
LOTS
MIN. FF
ELEV.
SEWER STUB
DEPTH 0 END ELEV. 0
OF STUB S.S. MAIN
DOWNSTREAM
S.S.M.H.
13
498.60
492.60
489.08
S.S.M.H.
/
o
H2-27
14
497.90
491.90
488.79
S.S.M.H.
o+ _
.,�
-.�
O�
H2-27
15
496.90
490.90
487.97
S.S.M.H.
H2-27
16
496.60
490.60
487.42
S.S.M.H.
PAD PAD
EL=495.90 --------------
H2-27
17
496.80
490.80
487.21
S.S.M.H.
to �, u�
��.
H2-26
18
497.20
491.20
486.87
S.S.M.H.
H2-26
19
499.20
493.20
486.47
S.S.M.H.
INT'X STA.
H2-23
36
503.80
497.80
490.10
S.S.M.H.
H2-23
37
504.70
498.70
496.27
S.S.M.H.
INT'X
1-12-25
38
504.90
498.90
496.27
S.S.M.H.
C
FINISHED
1-12-25
39
504.80
498.80
495.68
S.S.M.H.
N
H2-24
40
504.50
498.50
495.22
S.S.M.H.
H2-24
41
504.10
498.10
495.01
S.S.M.H.
H2-24
42
1 503.60
497.60 1
495.01
S.S.M.H.
H2-23
43
502.90
496.90
491.50
S.S.M.H.
GRADE-
H2-23
44
501.80
495.80
488.42
S.S.M.H.
PRO
PROPOSED
#H2-23
45
500.20
494.20
487.27
S.S.M.H.
#H2-23
46
499.20
493.20
486.40
S.S.M.H.
#H2-23
47
498.60
492.60
486.78
S.S.M.H.
#H2-26
48
497.30
491.30
486.88
S.S.M.H.
#H2-26
49
496.90
490.90
487.24
S.S.M.H.
#H2-26
50496.90
1 490.90
487.97
S.S.M.H.
#H2-27
51497.40491.40
488.77
S.S.M.H.
#H2-27
52
1 499.10
1 493.10 1
489.10
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
-27, TYPE 1-48"0 S.S.M.H. III TYPE 1-48"0 38 S.S.M.H. /H2-25, TYPE 1-48
SEE OTE 4 T S S EET
STA. 109+21.21, 4.03' LT. STA. 110+60.90, 3.93 LT. - - - - - 0.=503.90 N HI H
x° STA. 113+11.42, 89.86' LT.j
13 268.4 140.0 37 ° ) \�
PAD 2269- L.F., i49- L.F., ZO PAD Oxo
EL=497.60 8"0 S S 8"0 S.S EL=503.70 O Q \
14 15 PI 17 18 96.2 �, 84.0 q� �•�
PAD \EL=495
.90 EL -49 .60 PAD PAD % LF ROAD ROAD Ci /,t 86 L.F.,
EL=496.90 EL.=495.60 EL=496.20 36 8"0
o �o N 8"m s'�SEE SHEET SS -03 PAD \ \ F
EL -497
+ 19 EL=soz.6o /- 1 +52 14,
N 00 A_
P L
PAD
o+ 0.=498.20 +
1I - O
739
PAD
EL=503.80
10+,9
/ 40
PAD
EL.=503.50
STA. 1
41
PAD
EL=503.10
�.N
8"m s..
42
ON
45
44
+
+
rIN
PAD
-jN
rn rn
0.-5021.60
/
o
EL=500
+
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PARD
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50
M
O
48
p
to
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O O
52 51
PAD
EL =495.90
PAD
a'�
v a
PAD PAD
EL=495.90 --------------
EL=496.30
47
46
EL496.40
498.10 - -
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-"""-
to �, u�
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PAD
EL -4976.60
PAD
p_,=498.20D
20.00' VC
INT'X STA.
111+53.71,
ROAD B.
- - -
- STA. 309+98.38,
\
C"
INT'X
STA. 111+53.71,
ROAD "B"
= STA. 309+98.38, ROAD
C
739
PAD
EL=503.80
10+,9
/ 40
PAD
EL.=503.50
STA. 1
41
PAD
EL=503.10
S.S.M.H. /H2-23, TYPE 1-4800
STA. 111 6 68.7
STA. 111+57.45, 4.33' LT.
SUBACCESS ROAD B
O.U)
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8"m s..
42
ON
45
44
PAD
rIN
PAD
-jN
PAD
0.-5021.60
/
-499.20
EL=500
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S.S.M.H. /H2-23, TYPE 1-4800
STA. 111 6 68.7
STA. 111+57.45, 4.33' LT.
SUBACCESS ROAD B
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!I L.P. EILEV - 495.7
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L.P. STA = 109+139
d>�-�
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z
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PVI _.STA =-109-+13:
9- -
Z
5
--
PVI ELEV = 41
m
a
A - r- - 4.00
!
K ! = 50.00
20.00' VC
INT'X STA.
111+53.71,
ROAD B.
- - -
- STA. 309+98.38,
RD
C"
!
FINISHED
'RADE ELEV
INT. - 49.59
N
N
+
o
GRADE-
PRO
PROPOSED
ORIGINALS,
GROUND
`-
®�
nI
-- - --
268 4 S. L
_"
_
--
S. %
5-
84.0
----
-I
C.3 DRT35
1140.0 449 L..,
0 PVC SDRI
35 S.S.
"0 PVC SDR 35 S.S. ®i
IS= 4:}7 1.
O%
96.2 98-
8"0
"0 PVC _C
®S"
_
86- LF.,
8"0 PVC
L.F.,
PVCI
SDR -35 S.S.
SDR -35 S.S.
S=8494;
® S=135%
0.50%
S.S
M.H. H2-24
TYPE 1-48'
1.73%.
- _..,
-
-
-
RIM'
_
-
_.._.
I.E.
IN =
60 494.¢4
N)
�
5
SS)WW
�(S�
I.E.
OUT
8.8"4 494.31
I.E.
= 494.59,
"0 (NE)
-----]S.S.M.H.
] H-27
TYPE
-48'_
-----
S..M.H.
H2-5
TYPE 1-S"
RE.
IN - 4o'r
27 6"0 487.42
(SW)
I.E.I.IN
=
6"0 496.20
(W)
I.E. IN - tee;-rr
8"0 487.34
(SEJ
!
I.E.IN
= 496.
,
3, 6"0 (S)
I.E. OUT -
8"0,187.20
(NW)
I.E.OUT
. , 8"0 49.99
(NE)
I
S.S.M.H.
1-12-26
TYPE 1-48"
S.S.M.H.
H2-23 TYPE
1-48"
RIM =
IR.I
I.E
IN - iS6-63
OUT = 486152,
8"0 466.07
8"0 (NA)
(SE)
I.E. IN =48&+4-,
I.E. OUT
8"0
_ #86.64. 8'0485.85
486.03 N
�S
3
j
i
I.E. IN =
486.04, 8"O
(SE)
530
520
510
500
490
460
TYPE 1-48"0
5-60 LIF
5.97' LT.
SCALE: 1"=50' HORIZ.
1"=10' VERT.
50 25 0 50 100
iw
NOTES
III
9ArwooD
M5.
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 HE
PROPERTY LINE SHALL BE 6 -INCH 0 2%
SLOPE FROM MAIN TO RIGHT-OF-WAY
HEN 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.
5-362165
rAS-BUILT CERTIFICATION: '
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
LOCATIONS OF THE SEWER LINES SHOWN HEREON ARE HE
RESULT DIRECTION. A FIELD HE ABOVE SURVEY
RTIFICATE PERFORMED UNDER
BASED UPON WORKQN a E
PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED ° o
PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRANTY
EITHER EXPRESSED OR�+P IED
0. 9 i°
DAT '7444Y
it..,�y
IIII -- - --
AS-BUILT
CHECKED FOR COMPLIANCE TO CITY STANDARDS
108+00 109+00 110+00 111+00 112+00 113+00 NOTE:
SANITARY SEWER MANHOLE RIM
GRADES WILL BE ADDED UPON
COMPLETION ON FINAL LIFT OF
ASPHALT
L. 2 MYIAR SUBMITTAL ESM 01 srr�c
®CON SULTINO ENGINEERS LLC /28/13 VERIIGL IU�918R
SS�z, 205 """sWm 3 IST REVISION ESM 09/10/13 gym, 1'�SO" �E HERITAGE PLAT
I ®I ®Ic�rl CITY OF SANITARY SEWER EXTENSION PHASE 2
WARNING: 6"�zos -
ROEoral Way. wn seoaa 4 REVISED MYLAR SUBMITTAL ESM 09/19/13
www.esmcivll.com .� ° R E N TO N
THE UTILITY LOCATIONS SHOWN (W; �,; ,UIwmI a �,,,,, I a -^n g� sTE�° s ASBUILT SUBMITTAL ESM s/za/1a OTL eE N� DATUM ROAD B PLAN AND PROFILE:
ARE APPROXIMATE ONLY. DEPTH "° """ I "°^ "'"° s/OMALy�t� 6 ASBUILT MYLAR ESM U]/16/ia aFAI
�� Planning/Building/Public works Deft. STA. 107+50.00 TO STA. 113+21.50
UNKNOWN. CALL 1-800-424-5555. ESM JOB #1352-006-007 N0. REVISION BY DATE APPR
LLL
07/16/201
SS -02
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