HomeMy WebLinkAboutW-37760250
140
130
120
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PVT STA = 0 +61.50
Pl7 ELEV = 152.05
AD. _ -3.54
K = 28.21
100' VC
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PORTION OF THE NE 1/4 OF SECTION 6, TWP, 22N., RGE SE, W.M
KING COUNTY, WASHINGTON
1 11
6811 before you dig.
UTI L I TY C O NFL I CT N O T E.
CAUTION.-
THE CONTRACTOR SHAH BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILIZES WHETHER SHOWN ON THESE
PLANS OR NOT BY POTHOUNG THE UTILITIES AND SURVEYING THE HORIZONTAL
AND VERTICN. LOC417ON PRIOR TO CONSTRUCTIONN, THIS SHALL INCLUDE
CALLING UTILITY LOCATE B 1- 800 - 424 -5555 POTHOLING ALL OF THE EXISTING
UDLMES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERFY
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILIZES AS SHOWN
ON THESE PLANS ARE BASED UPON THE UNVETBFIED PUBLIC INFORMATION MID
ARE SUBJECT TO VARI4TION. IF CONFLICTS SHOULD OCCUR, THE COMPACTOR
SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL
PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTION.
1 +00 2 +00
RAOD A PROFILE
HORIZ SCALE. I " -30'
VERT. SCALE: 1' =3'
3 +00
150
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PROPOSED
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STA 0+78 5
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RIM.. 150.81
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1361F'S = 0.0100FT/FT
130
STA 3 +25.45,
80.40'L
RIM: 141.00
IE 131.64 (IN)
IE 133.00 (
)
IE 131.54 (0
RIM: 142.84
IE 131.64 (,190
IE 131.54
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1 11
6811 before you dig.
UTI L I TY C O NFL I CT N O T E.
CAUTION.-
THE CONTRACTOR SHAH BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILIZES WHETHER SHOWN ON THESE
PLANS OR NOT BY POTHOUNG THE UTILITIES AND SURVEYING THE HORIZONTAL
AND VERTICN. LOC417ON PRIOR TO CONSTRUCTIONN, THIS SHALL INCLUDE
CALLING UTILITY LOCATE B 1- 800 - 424 -5555 POTHOLING ALL OF THE EXISTING
UDLMES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERFY
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILIZES AS SHOWN
ON THESE PLANS ARE BASED UPON THE UNVETBFIED PUBLIC INFORMATION MID
ARE SUBJECT TO VARI4TION. IF CONFLICTS SHOULD OCCUR, THE COMPACTOR
SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL
PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTION.
1 +00 2 +00
RAOD A PROFILE
HORIZ SCALE. I " -30'
VERT. SCALE: 1' =3'
3 +00
150
I /
I /
/ O rp
/
I /
140
-
/
PROPOSI
GRADE
/
/
/
/
I
/
/
/
EX. GRADE ALONG N
/
/
130
RIM: 142.84
IE 131.64 (IN)
IE 131.54 (0
/
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/
I
/
/
A
120
/
--
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STA., 31 +2459
RIM: 128.84
IE 120.94 (IN)
IL* 120.84
#2
STA
30 +8927
RIM:
125.78
IE
17.88 (IN)
I
8
111.
#2A
4` c STA
30+8927
e RIM:
125.78
0
rn'o° IE 1
18.38 (OUT)
4
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110
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SSMH #]
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STA- 30+00
RIM: 11857
I E .104.86 (IN)
O Mass
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30+00 CONTRACTOR 70 VERIFY LOCATION AND 31 +00 32 +00 33 +00
ELEVATION PRIOR TO CONSTRUCTION
AND NOTIFY ENGINEER OF ANY DISCWANCES PROFILEALONGSSMMI -4
HORIZ. SCALE 1' =30'
VE .. SCALE. 1• =3'
5- 311602
W- 377602
SCALE: 1" = 30'
30 15 0 30 60
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