HomeMy WebLinkAbout4251-7of
Qm
..........
EXISTING
CURB AND GUTTEq*i
I iiiiiiii Fill I
56 57 58 59 PROFILE 60,
SCALE: HORIZ 1 =40'
SYMBOL LEGEND
0
TREE
m
MAILBOX
AGGREGATE BASE.
POWER POLE
EXISTING CONCRETE
vi 1 1 =If+
4! PORTLAND
WATER OR GAS VALVE
E.P. RETURN
DATA
MAN HOLE
—X—
FENCE
4
BCR
ECR
A
R
T
A _�_TA
59+567-
STA 10+74�60
8902925"
35.00'
54-.67'
34.69'
60+50.91
__40' LT,
CL SLOVER
12.09' LT, CL HEMLOCK
B STA
10+76.42
STA 60+50.85
92'10'49"
35.00'
56.31'
36.36'
12.00' RT, CL HEMLOCK
40' LT, CL SLOVER
ANGLE POINT
STA
59+53.76
STA 9+24.59
IMEET EXIST C&G
90028'55"
35.00'
55.27'
35.30'
40' RT,
CL SLOVER
14 00' LT CL HEMLOCK
------- a-
,4, A Nil
SYMBOL LEGEND
0
TREE
m
MAILBOX
AGGREGATE BASE.
POWER POLE
EXISTING CONCRETE
WATER METER
4! PORTLAND
WATER OR GAS VALVE
FIRE HYDRANT
0
MAN HOLE
—X—
FENCE
LEGEND
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
..................... .................... 1,11,11111, Mg -pl`
01 0111
0.20' ASPHALT RUBBER (TYPE A)
OVER 0.25' ASPHALT CONCRETE (TYPE A)
OVER 0.20' PULVERIZED MATERIAL/CLASS 11
z
AGGREGATE BASE.
42-
EXISTING CONCRETE
4! PORTLAND
15
In
MEET—EXMING
STA 9 + 24.5
----EXISTING 24� RCP
e 10 0"
W Z'
a
3
—c- E 9 m T — c 111#1 ll Fa
oll
ib - 6", H- " A N, 6" E, �' S RESIDENT ENGINEER
0.25' ASPHALT CONCRETE
FIELD C HAN S
1",
a
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a
BENCHMARK:
65 SET CHISLED tp E3 " TC N. SIDE SLOVER
9v E/O PIP #2157882E (W. SIDE DRIVE)
EL = 1031.95
w
z
pi
CUT LINE
59" LT
4
All
ANGLE POI
60+50.91
ANGLE POINT
IMEET EXIST C&G
ANGLE - POINT
�ANGLE POINT
NGLE POINT
BENCHMARK:
65 SET CHISLED tp E3 " TC N. SIDE SLOVER
9v E/O PIP #2157882E (W. SIDE DRIVE)
EL = 1031.95
R/W :2
w
z
pi
CUT LINE
59" LT
4
All
R/W :2
w
z
pi
R/W :2