HomeMy WebLinkAboutS-3414113 PORTION NW 114, SE 114 SEC. 4 TWN. 23 N., R 5 E., W.M.
_ CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON
2 +95 -5LT
N rn
� 30 46" SSM
b 43 R /M= 4H .1 8
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f
CF
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i 10' COMSfRUC77ON & '�P REGRADE EX D/W AND I > Rlf
I J 138LF 8 0 SLOPE E/�SEMENT 1 REPAVE 70 MATCH NEW ' Q 12
\ I �P \ \ S= 14.359 \ 610 I STREET SURFACING N 12
W o 2OLF SS STUB
J 1 +53 -5LT NE 99TH ST ET o W 3
i7 48" SSMH m W t F O \0 0 SS STUBS \ _ (�—
RIM = 414.38 " IN
� IE= 406.28 S 1 .a \ N \ ` 1 +00 UL
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rn
RIM 410.33
cc
H PO /NT ELF,V�II�=
395.00
vI
12" Conc IE 405.6
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W
tl
1
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=
1 +00 NE 19TH 5
m
L
W
CL PIERCE AVE. NE
160.00 IrC
.—
- Sec. 4 -23 -05
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HIGH POINT
STA = 3 +7804
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CATCH BASIN
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H PO /NT ELF,V�II�=
395.00
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m
160.00 IrC
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HIGH POINT
STA = 3 +7804
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440
430
420
416
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440
430
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26' ACCESS AND PUBLIC
EASEMENT.
1 +75 -24'LT
48" SSMH
RIM= 409.74
IE =40314 A
0 +80
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-
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rn
DATUM ELEV
H PO /NT ELF,V�II�=
395.00
n
tl
26' ACCESS AND PUBLIC
EASEMENT.
1 +75 -24'LT
48" SSMH
RIM= 409.74
IE =40314 A
0 +80
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86LF 6" SS STUB
I I/ I etainina
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--
Hl
H PO /NT ELF,V�II�=
437.53
°'
1
160.00 IrC
HIGH POINT
STA = 3 +7804
Q
rn N
2
0 0
o
co
PVT STA
= 3 +15
o
� fY
R a
h
v
ro
PVl ELEV
= 439.25
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c�
A.D.
- 17.50
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K
9.14
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(
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EXIS77NG GR
UND PROF /LE
1
- -- -- -____
ALONG CENIERLINE
NSTA= 1 +0
PI
7 ELEV = 411.2
_
A.D. = 12.99
PROPOSED
FINISHED
K = 3.08
GRADE
I
40.0o' vc
2 +95 -5LT
48" SSMH
AP
ROC, LOCAR
S
h
RIM= 434.20
(
COI
TACT
PIPELINE
IE= 426.20
CO
46 HOURS URS B B
ORE ANY
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v
IE= 426.30 E
EX
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m
m
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y
38
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1 +53–
T
48" SSMH
RIM =4f
.
IE =406.0
S
E
CB
IE =406.0
E
RI
lE
= 409.68
404.85NE
EX CB
J'
CALE
IE
404.92W
_
IEM405.
SW
1 =20' H
NE 19HSTRET
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j
1 =5v
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WI
00
d'O
00
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0 +80
1 +20
1 +60
2 +00
2 +40
3 +20
3 +60
4 +00
4+40
S30
X20
$10
400
—20
5 -34141 I
"AS— BUILT" NOTE:
'AS- BUILT" IS BASED ON A ACTUAL FIELD
BY TOUMA ENGINEERS AND INFORMA77ON
BY CONTRACTOR.
RECOMMENDED
FOR APPROVAL
BY DATE
BY DATE
BY DATE
BY DATE
BY DATE
Q8,15-341+11(
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