HomeMy WebLinkAboutTED4001812.41 292
1 284
1 276
1 268
BENSON ROAD CENTERLINE DATA
STATION
BEARING
RADIUS
DELTA
LENGTH
DESCRIPTION
0+00
INTERSECTION OF
S2120'40"E
973.13
PUGET DRIVE
9+ 73.13
P. C.
18+52.35
1431.65
35'11'13"
879.22
CURVE
INTERSECTION OF j
SOUTH 26TH ST.
19+82.35
1431.65
5'12'10"
130.00
CURVE
P.R. C.
21 +58
475.23
23'14'23"
204.93
CURVE
END OF PROJECT
J I!'1 GVTVV I L/ J I^ G I T✓G G✓
STA 1+50 TO STA 10+15
STA 10+15 TO STA 11 +00
28'
28' TO 16.5' TAPER
NOTES.
1. ALI.
POWER LINES
TO BE
UNDERGROUND
BY
PUGET POWER
SEE
PLANS BY
PUGET POWERo
0
2. SEE
PLANS BY
T.P.E. FOR PAVEMENT
MARKING,
TRAFFIC
SIGNING,
'
CH
NNELIZATION
& STREET LIGHTING
SEE
SHEETS 6—
2.
3. GU
4RDRAIL IS
0 BE PLACED
ON
RIGHT
AS SHOKW
BY "TYPICAL
ROAD
SECTION
T ". USE
E Iuu
GUARDRAIL
TERhfINAL
DESIGN
G,
N
to
o
ANf
TYPE I AN
OR.
000
'
4. AL
DISTURBED
AREAS, NOT
`n
N
PA
D AND ALL
SLOPED AREAS
rn
II
•
e
�'
SHALL
BE HYDR
SEEDED.
+
> cq
N
W
AN
CROSS SE
TIONS FURNISHED
BY
SUPPLIER.
SCALE: 1 "
20' HORIZ.
'
ca
1 "
4' VERT.
—'
CN
GABION
WALL
s �
Ass
�0
toN
N
U)
N
II
'
0)
+
co
N
to
N
@
U)
N
W
T
N
<
I-�
O
Z
(n't
N
DATUM E
V
M
II
h1
260.00
W (Ni
N
r-
co
,
00
00
N
N
N
N
N
NN
� � s
AS BUILT
DATE S
Zs_
. zoo
T 1 0a
V �z�
Z z
H HMO
ce
L�0
hFi � q'
H
TD
Vs
z
0
w
A�
V1
V1 w
JOB NO. 87083
DATE 10/91
SCALE 1"=20'
DESIGNEr Al `SI
DRAWN SK
NEW STORM DRAINAGE, CHECKED RK
CURB, GUT,,Z$E-WALK, APPROVED
AND STRIPING "l
SHEET 1 rF u
1 +00
2+00
3+00
s
4+00
5+00