M
IS
CH
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3
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NC
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87
10
M
0
60
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CH
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m
m
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0
m
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m
60
0
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RD
87
RD
U
RD
m
5
8.
m
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10
M
CO
NC
CO
U
T
BST
NE
T LI
W
UR
CH
T
LT
SEA
1800
mm
L
CH
LT
OA
DC
AR
BO
LT
W
T
T
ST
LT
LT
W
SEAB
OA
AS
R/R
T
W
A
NC
7.3
BS
10
87-2
NC
T
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LIN
1800
mm
CH
T
L
CH
71
.3
67
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WO
30
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R/
W
7.
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RD
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7.3
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CH
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1015.8
87-2
NC RD
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W
C
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87
O
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LT
N4
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9^
15.8
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30.15
750
L
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mm
900
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12
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28
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CH
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mm
750
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CO
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150
CH
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150
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mm
CU
CO
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900
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3.0
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m
mm
0
90
mm
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55.92
2
W
L
SO
D.
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45
m
0 m
NC
m
1800 mm CHL
m CON
375m
CO
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30
m
0 m
CK
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1800
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BST
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16.481
mm
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W
0 mm
15
RB
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NC
CO
1800
5
29.50
9"W
5’0
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LEE
PP
CHU
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W
45
CB
0 mm
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RO
AD
NC
NC
SO
IL
03
215.9
600
L
mm
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30
139
"E
8
T
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18
600
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mm
NC
CO
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0
H TR
H TR
H TR
H TR
3.7
m
0 m
(50’)
90
0 mm
CH
L
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5’0
LEW
EIP
NC
EIP
29.1
18
S37
CONC
^38’59
BL
K
"E
87
SOIL
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
DO NOT USE FOR R/W ACQUISITION
INCOMPLETE PLANS
SOIL
-L-
WOODS
-L-
WOODS
SOIL
1800 mm CHL
PI Sta 72+99.113
D = 10^ 50’ 10.3" (LT)
L = 567.382
T = 284.540
R = 3,000.000
SE = RC
L
F
RIP RAP LINED CHANNEL
PI Sta 63+88.087
D = 14^ 26’ 05.5" (RT)
L = 1,259.679
T = 633.192
R = 5,000.000
SE = NC
7.3 BST
7.3 BST
2.7 GRAVE
IDOR
SMITH LAKE
LAKE RD
RD
SMITH
1800 mm CHL
CORR
PI Sta 34+96.834
D = 4^ 48’ 51.9" (RT)
L = 294.096
T = 147.135
R = 3,500.000
SE = NC
PIs Sta 54+64.278
F s = 0^ 45’ 14.8"
Ls = 92.000
LT = 61.334
ST = 30.667
-Y1-
WOODS
FORT BRAGG MILITARY RESERVATION
ORIG
INAL
PI Sta 33+21.691
D = 1^ 17’ 01.9" (LT)
L = 56.019
T = 28.011
R = 2,500.000
SE = NC
7.4 BST
U/C
7.3 BST
1800 mm CHL
SR 1446
SR 1446
358.631
S62^02’18"W
O
UTER
LOOP
F
CUMBERLAND AND
ROBESON COUNTIES
F. A. PROJECT NHF-DPR-0100(001)
PROJECT 34817.1.2 (U-2519)
DESIGN PUBLIC HEARING MAP
WOODS
SOIL
53.3
RIP RAP LINED CHANNEL
WOODS
D
IL
O
S
S
WOOD
F
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P
A
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P LI
RA
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3.7 SOIL
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6
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3.7 SOI
4
14
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D
900
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SAR
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3
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42.88
5
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900
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150
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60
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750
750
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mm
mm
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mm
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90
L
CH
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4 SO
2.4
2.
1200
mm
BST
7’3
45.72
2"W
0
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28.235
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W
mm
m
1200
W
60
m
0 m
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mm
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134
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180
0 mm
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1200
00’03
41.148
CLE
NC
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71.
586
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18
00
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R/W
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71.62
8
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U/
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29.
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WOODS
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U-2519DA, X-0002B
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C
55/(180’)
mm
600mm DIP
D
WOODS
FAYETTEVILLE OUTER LOOP FROM
I-95 SOUTH OF FAYETTEVILLE TO US 401
NORTH OF FAYETTEVILLE
3.0 CONC
SR 1446 SMITH LAKE RD.
W.E.
POND
CROWELL CONSTRUCTORS, INC.
F
F
L
CH
CIR
AREA
EXCAVATE
AREA
EXCAVATED
C
WOODS
F
F
WOODS
ION
RESERVAT
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THE UNITED STATES OF AMERI
VATION
FORT BRAGG MILITARY RESER
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F
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89
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1200
450
CR
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mm
mm
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EXCAVATED
AREA
10’-0"
55/(180’)
4.6
0
m
m
9
0
T
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0.8
R/W
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230
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28
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1800
WD
D
W
CO
NC
NC
CO
60
600
mm
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CO
m
0 m
CO
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L
CH
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NC
CO
mm
750
SOIL
W
mm
750
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1800
EIP
mm
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NC
10
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26
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29.621
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m CON
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BU
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CO
BST
DI
60
DIT
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NC
BACK
NO
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PY
SOIL
BST
CONC
m
0 m
U/
87
VARIES
S29^08’57"E
122.537
S29^08’57"E
15.431
S29^08’57"E
127.849
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T
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SO
T
BS
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CO
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4.6
C
T
m
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m
U
0
m
0
m
6
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SO
45/(148’)
0
1800
1800
mm
mm
CHL
CHL
43
F
-L- PR
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FAYE
D
EXCAVATE
AREA
53.3
POND
W.E.
AREA
D
EXCAVATE
CHL
-L-
PI Sta 50+03.492
D = 14^ 10’ 30.7" (LT)
L = 864.676
T = 434.557
R = 3,495.000
SE = RC
mm
=
PI Sta 29+44.227
D = 13^ 46’ 31.1" (RT)
L = 360.637
T = 181.192
R = 1,500.000
SE = RC
1800
V
IN
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67
F
88
mm
ON
EX
29
51
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67
=
L
H
F
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99
53
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54
1800
10
W
NC
CO
L
IN
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=
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IN
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C
m
m
L
0
0
8
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=
CHL
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87
T
mm
mm
V
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600 mm
CONC
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m
F
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V
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mm
BST
8.5
600
1800
BST
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m
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RD
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DI
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0
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D
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CHL
55/(180’)
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FS
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AREA
EXCAVATE
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1800mm
7.2/(24’)
PIs Sta 45+38.269
F s = 0^ 45’ 14.8"
Ls = 92.000
LT = 61.334
ST = 30.667
S
WO
OD
V
IN
S
WO
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SMITH
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S
WO
L
CH
CHL
1800 mm
21/(70’)
26
27
BS
L
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7.3
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10
7.3
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B
BS
ST
T
RD
m
m
28
00
18
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LA
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WO
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S
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WO
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SM
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WOO
mm
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O
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RR
55/(180’)
T
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WO
WO
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F
182.088
N61^48’34"E
1500
170.716
S61^34’43"W
S
1 S BLK BUS
14.4/(47’)
7.3
DR
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T
HY
TR
F
S
CONC
170.716
32
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(APPROX)
S
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BS
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450 mm CONC
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S
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600 mm
T
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mm
F
CHL
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F
S
BST
600
BST
1109.206
N61^46’39"E
0 mm
150
F
MTL
TA
NK
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CROWELL CONSTRUCTORS, INC.
100
200
Functional Class. = Interstate
0
6’-0"
75+00.000
M
8/
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C
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S
S
80.281
N61^48’34"E
31
DS
S
CROWELL CONSTRUCTORS, INC.
OO
W
S
0
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+93
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Sta
C
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Design Speed = 70 mph
50
Max. Superelev. = 0.10
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7.3
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33
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14’-0"
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data is in Metric units
All station and alignment
24’-0"
12’-0"
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0.04
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96 INVESTORS, INC.
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F
7
H TR
WO
OD
S
S
.66
42’26
28
N51^
L
CH
H TR
"W
8"W
X.R
PL=E
SR
CONC
30’-0"
*17’-0"
12’-0"
FDPS
4’-0"
FDPS
0.08
72
2.7
F
-Y
F
"W
H TR
F
F
3
’12
.75
^17
115
S49
H TR
CHL
CONC
900 mm
CHL
CONC
F
F
F
20
SOIL
H TR
CONC
H TR
CONC
900 mm
L
H
C
H TR
C
CONC
CON
H TR
m
0 m
90
CONC
7
’37
.30
^52
126
S51
F D
1 S
2’3
33
126.2
S51^5
W
W
W
BST
C
F
L
H
C
m
m
S
NC
T
3.4
C
’)
SOIL
4.8/(1
F
H
L
5.4/(18’)
W
R
C
T
m
m
R
S
NC
CO
WD
mm
mm
375
1200
CO
H TR
mm
H TR
600
^42
S51
2"W
6’1
S52^0
45
126.2
F D
1 S
E
BS
1800
R. GRAHAM CREECH, JR.
2
.33
126
"W
’36
^52
S51
C
6
.35
"W
’38
^52
126
S51
6.7
L
C
F
30/(100
EE
SH
F
F
S
WOOD
F
F
W
6’)
T
4.8/(16’)
’)
30/(100
F
TO
F
F
S
OD
IL
SO
WO
SOIL
3.0
m
H
m
T
0
0
9
H
0
T
BS
9
30.69
"W
’03
C
N
O
C
m
m
R
T
H
0
9
0
0
6
6.4
S
ODS
WO
F
F
ST
MATIE
GODBOLD
INE
CH
H
C
AT
PROPOSED
SECURITY
F
FENCE
F
C
IL
SO
WO
ODS
3.0
0
0
9
C
N
O
C
C
N
O
ST
WD
H TR
IL
AD
mm
M
F
S
WOOD
IL
SO
S
WOOD
F
C
N
O
C
C
GIGI
mm
CONC
SO
2
RN
47.83
BE
1200
C
F
8
"E
’13
2.99
27
9^17
IL
N4
SO
F
S
NC
1446
CO
SR
1200
D
1 S F
L
CH
E
1445
’12"
F
T
F
F
EIP
0 mm
60
CB
T
AP
^51
SR
N51
0 mm
90
S
EEN
GR
ERT
RB
HE
TS
LIS
GE
S
AN
EE
EV
ST
EL
RU
AP
S, T
CH
OD
CE
F G
PEA
E O
US
HO
1 S F D
E
NC
L FE
CH
IL
C
F
S
WOOD
7.36
"E
’13
9^17
4
29
N4
S
WOOD
C
F
C
IL
SO
C
S
WOOD
CB
8
69.98
"W
’43
^46
S51
CONC
H TR
S
mm
900
EIP
F
SO
0
3.
"W
’12
6.1 BST
S
WOOD
WD
NCDOT
CONC
E
NC
L FE
CH
3.0
S
WOOD
F
^17
4
.37
30
S49
CHL
CHL
F
C
PATROL ROAD
F
F
IL
SO
mm
mm
F
F
C
F
S
WOOD
2.4
"W
’12
^17
4
.37
30
S49
900
900
BRADLEY CARTER
CONC
mm
CONC
0 mm
120
H TR
4
30.42
NC
L FE
CH
mm
900
F
S
C
UR
0 M
G
S
WOOD
F
S
WOOD
S
WOOD
M D
2 S
IL
SO
T
BS
00
BK
mm
NC
450
CO
T
AP
3"E
8
6’4
1^4
30.63
N5
-
-R
PC
9
.89
60
"E
’43
1^46
N5
mm
E
’12"
^51
1800
N51
D
1 S F
G
S
WOOD
S
WOOD
FORT BRAGG MILITARY RESERVATION
F
"W
’13
74
^17
2.4
19
S49
F
2.
4
F D
1 S
"W
12
mm
BK
APT
4"E
7
6’4
.58
30
N51^4
EIP
F D
1 S
3.7 BST
C
m
m
0 HP
L
G
E
E
ST
SOIL
F
S
WOOD
S
WOOD
S
WD
1800 mm
L
CH
^53
’08
.294
118
S51
D
1 S
F
DI
1200
NC
NC
CO
CO
mm
mm
1200
1200
BK
F
. R/W
IST
EX
96 INVESTORS, INC.
5
3.0
F
SOIL
ECM
F
S
mm
900
"W
’57
15
^59
51.7
S51
T
AP
T
NC
CO
NC
0
. R/W
IST
EX
18
S37
OD
G
DI
CONC
S
D
EL
G STE
50 mm
SOIL
SOIL
^51
G
G
’19
S38
^08
’08
"E
S38
44.691
^08
’08
"E
18
14.3
’08"E
^08
S38
50 mm
S
ONED)
(ABAND
mm
750
CO
mm
750
NC
TR
C
S
WOOD
S
S
WOOD
439
30.
BK
BS
mm
CO
.40
122
E
H
S
WOOD
C
04
132.7
7(P)
2.66
30
WD
1800 mm
"W
1 S
F D
L
CH
1200
mm
E
’12"
NC
L FE
CH
SEAB
ET
S
WOOD
SOIL
E
’22"
9^26
N4
S
WOOD
343
30.
’30
^49
S51
0"E
0’3
1^4
N5
mm
NC
T
BS
1200
^51
N51
mm
1800
G
GRADE
POINT
0.025
0.08
77
ED
OS
OP
Y
PR
RIT
CU
SE
E
7
3.
S
WOOD
8
54.63
. =
EV
EL
L
3.0 SO
IL
CH
S
WOOD
F D
1 S
2
"W
’30
30.57
^49
S51
-RPC-
1800
CO
NC
CO
T
AP
SIGN
W
0.025***
8:1
EXISTING GROUND
DESIGN PUBLIC HEARING MAP
NC
S
AT
SE
WOOD
E
BRIDG
mm
WOOD
T
BS
S
7"W
T
AP
mm
mm
BK
E
NC
L FE
CH
E
NC
L FE
CH
R
H TR
34
G
0.04
8:1
74
FE
F
OD
WO
S
WOOD
F
6.4
WOOD
9’5
51.716
S51^5
BK
1200
1200
0mm
180
0mm
180
65
PRELIMINARY PLANS
R
O
L CORRID
ORIGINA
S
WOOD
F
S
WOOD
9
54.62
. =
EV
EL
00
59
18
F D
1 S
K
ST
D UN
GIGI
EN
S
WOOD
SIGN
DO
RRI
CO
64
DO NOT USE FOR CONSTRUCTION
F
F
S
WOOD
AT
SE
ECM
CHARLES M. ELMORE
ET
STRE
1446
D
T
BS
NC
L FE
CH
E
BULLARD TRAILER SALES INC.
E
FENC
0mm
180
"W
W
T
0.08
8’-0" V.C.
76
120
1"W
S
G HP
.20
STEE
NC
* SHOULDER WIDTH INCREASED 3’ WHERE GUARDRAIL IS USED
NOTES:
75
450mm CONC
8
.48
134
"E
IST
EX
IST
EX
S38
^08
’08
L
** FILL SLOPES WITHIN THE INTERCHANGES WILL BE 4:1 OR FLATTER.
FORT BRAGG
MILITARY
RESERVATION
WOODS
R
S
6
4
4
1
S
M
H
IT
L
E
A
K
D
R
78
.3
7
SHEET 11 OF 21
83
3
ta. 7
0+1
END TIP PROJECT U-2519 DA
C
C
C
-L- PCSta. 57+54.895
S
WOOD
S
WOOD
WW
S
WOOD
GIGI
SR
.0
3
IL
O
S
F
1 S
mm
WW
CONC
00
0mm
12
180
EIP
3
’39
.38
^52
126
S51
PY
MTL CANO
T
6:1
3:1
73
GRADE TO THIS LINE
NA
D
BEGIN TIP PROJECT X-0002B
F
F
P
TER LOO
VILLE OU
C
mm
S
WOOD
S
WOOD
S
WOOD
SERVICE
VENTURES
LTD
F
8"W
3
9’5
S51^5
30.05
S
WOOD
S
WOOD
ST.
DENNIS M. GREENE
ALVIN
G
G
U/
BST
VARIES
71
GRADE TO THIS LINE
75
"E
WO
59
.16
2(P
G
C&
OD
*** SEE CROSS SECTIONS FOR VARIABLE SLOPES
FAYETTEVILLE OUTER LOOP FROM
I-95 SOUTH OF FAYETTEVILLE TO US 401
NORTH OF FAYETTEVILLE
PROPOSED SECURITY FENCE
SOIL
C
C
C
TE
D FAYET
F
1500
212.474
"E
N60^12’40
EIP
"E
15.0
32’
5"E
0
8’0
.57
62
1^2
30
N5
5.5
27
AL
AND WIFE, ARLINE
W
m
0 m
60
68
35
EXISTING GROUND
4.57
70
-L- P
RCS
58
JOHN SHAW
"W
^
N 49
PAYNE
MAXINE
S
WOOD
TAYLOR
E
^51’12"
N51
INE
N
IGI
T
80’)
63
OR
60
11
FORT BRAGG MILITARY RESERVATION
BST
S
F
F
ECM
F
^49
’30
117
291.
.498
213
"W
’30
^49
2.4 SOIL
D
NA
BER
BILLINGSLY
G
E
AD
IC
RR
BA
45/(148’)
DO NOT USE FOR R/W ACQUISITION
LT
CHL
C
C
F
LL
-
DR
-C
F
61
S51
E
R
55
C
F
WA
OSE
-L- PROP
C
F
NG
INI
TA
RE
LL
WA
S
WOOD
SS
INCOMPLETE PLANS
BST
L
CH
G
mm
S
WOOD
ED
OS
OP
NG
INI
TA
RE
T
BS
S51
6.4
E
FENC
9
L
CH
W
C
.
RD
ON
HIS
NC
G
CUMBERLAND AND
ROBESON COUNTIES
CREEK
CRO
55+25.6
PR
ED
OS
OP
PR
LE
TT
LI
69
55/(1
S37
63
59.00
9
S
MUR
G
BS
T
G
C&
^51
.06
’19
S38
134
^08
.48
’08
6
"E
W
)
CB
G
50
mm
PROPOSED 4-LANE DIVIDED SHOULDER TYPICAL SECTION
PROJECT 34817.1.2 (U-2519)
F. A. PROJECT NHF-DPR-0100(001)
C&
0 mm
1800
SOIL
F
m WW
0m
180
.29
^51’12"
N51
476
5
144
mm
F
W
L
003
500.0
5"W
5’4
S51^0
CO
W
450
EE
G ST
NC
CO
EE
G ST
S
mm
mm
mm
450
50
55/(180’)
mm
SOIL
5.2
ST
T
BS
SR
6.7
1500
T
BS
21/(70’)
LT
C
S
WOOD
C
F
.611
378
. R/W
IST
EX
GI
GI
F
E ST
ALBERT NORTON
9"W
8
2’3
64.61
S51^5
6.1
’)
T
RICHARD K. MERCER
P
G
N ST
MAI
NC
180
LT
S
C
"E
54’50
N52^
F
46
14
IN
AD
RN
BE
MICHAEL GREEN
45
14
9"W
0
60)
(137.1
2’3
60.96
S51^5
W
AR
CH
T.
IN S
0"W
2
2’4
1444
55/(180
C
C
F
SOIL
C
C
SR
. R/W
EXIST
S
WOOD
E
FENC
SR
W
S51^5
64.82
BUDDY HINKLE
(P)
CO
450
C
WOODS
WOODS
F
5.5
F
F
S
WOOD
F
S
WOOD
WW
EIP
CONC
WOODS
C
IL
SO
WOODS
IL
SO
T
EIP
54.9
POND
W.E.
S
WOOD
0mm
180
255
^51’12"
61.
S51
SUI HUA OMIYA
85
MA
2.9
2.4
(50
CON
EIP
S
S
50
U/
G
BA
L (A
ND
AR
U/C
EA
ON
7"W
2’5
7.2/(24’)
10.8/(36’)
3.0
S
1.8
G
U/
4
53.26
"W
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^49
S51
LE
IN
T
CH
IT
D
74
W
^51’13"
268
30.
S51
00’)
CONC
D
m
0 m
- 90
F
R
O
L CORRID
ORIGINA
C
TI
AS
TIC
AS
PL
PL
m
m
0m
200m
20
BARBARA J. SPIGNER
9
28.38
IN
11"E
^51’
N51
10
.1
53
.1
53
(50
’)
240
15.
LT
75
.8
.8
62
62
A
H
=
=
SP
A
IN
V
V
IN
)
8’
F
WOOD
ODS
WO
m
0 m
60
WOODS
=
=
E
NC
L FE
m CH
18
BST
28
.7
3.0
62
.9
62
=
=
V
IN
V
IN
E
NC
L FE
E
W
’12"
72
D
13
8
SR
48(P)
124.3
ED
S51^3
131.9
RE
IN ST
F
T
ECM
F
V
IN
V
67
.354
129
E 0m
120
’12"
^51
N51
RUBY IRENE H.
E
RIDZELSKI
0
’13"
.28
^51
154
N51
7
CH
.20
^51’12"
N51
179
0mm
120
61.1
^51
S51
1
30/(
HUBERT MCLAMB
F
G
MA
T
F
T
F
P
67
AR
T
WOODS
A
6
06
SHEET 11 OF 21
123.6
R
31300
JOHN RIDZELSKI
E
(1
NC
L
62
JOHN H. GREEN HEIRS
18
^51’12"
91.3
N51
4/
5.
CONC
CO
IL
2"E
5’5
F
IP
59600
W
4"
AND WIFE, IRENE R.
JAMES L. THOMAS
AND WIFE, LYNDA C.
15.240
’)
(50
S
45/(148’)
R
HA
4C
144
W
CH
T
N52^5
FAYETTEVILLE OUTER LOOP FROM
I-95 SOUTH OF FAYETTEVILLE TO US 401
NORTH OF FAYETTEVILLE
ECM
8200
18400
R
OUTER LOOP
2005 ADT
2030 ADT
E
1
S
C
S35^34
W
HP
)
5’44"W
WOODS
98
105.4
LEGEND
TRAFFIC
29700
57500
MURCHISON RD
20700
29700
7600
13800
MURCHISON RD
27400
40400
39
.4
73
S0
1^
18
’1
4"
W
O
S
06
CUMBERLAND AND
ROBESON COUNTIES
299.1
BUILDINGS
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
OUTER LOOP
55200
74300
19000
17200
IL
O
CH
mm
18
00
83
ALL EASEMENTS
EXISTING ROADWAY TO BE REMOVED
EXISTING ROADWAY
EXISTING ROADWAY TO BE RESURFACED
PROPOSED ROADWAY
TEMPORARY ROADWAY / DETOURS
PROPOSED STRUCTURES, ISLAND, CURB
FUTURE ROADWAY
AND GUTTER
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER
TO BE REMOVED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER
LAKES, RIVER, STREAMS AND PONDS
RAILROADS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
PROPOSED CONTROL OF ACCESS
S
H
END CONST.
’08"E
^08
S38
9
S53^3
PROJECT 34817.1.2 (U-2519)
F
48
T
45 A. PROJECT NHF-DPR-0100(001)
F.
/(1
’)
PIs
Sta
45+
s = 0
-L38.
2
^
6
4
9
5’ 1
4.8"
PI S
ta 5
0
+
D=
0
3.49
14^ 1
2
ST
0’ 30
L =
PIs
= 3
.7"
8
0
6
(
L
.
4
6
T
.676
67
) F s Sta 54+
T =
6
=
4
4
0
34.5
.278
^ 45
R =
57
’ 14
Ls =
3
.8"
,
4
9
9
2
5.00
.000
SE
LT
= R
0
= 6
C
1
.
3
ST
= 30 34
.667
C
A
EXISTING CONTROL OF ACCESS
PRESENT ADT
30/(100’)
NA
2005
FUTURE ADT
PROPERTY LINES
2.4 SOIL
57
2
.4
10.8/(36’)
7.2/(24’)
EXISTING WET LAND BOUNDARY
59
^51’12"
9.0
22
N51
60
246.2
E
^51’12"
N51
)
4’
(2
2/
7.
53
2030
MATCH TO
EXISTING TRAFFIC SIGNAL
Functional Class. = Interstate
L
2.4 SOI
24’)
Design Speed = 70 mph
PAUL J. STERCAY
SR
FOR CUTS
00’)
7.2/(
Max. Superelev. = 0.10
30/(1
CONC
600 mm
-Y1- Sta. 35+08.773
HINGE POINT
’)
21/(70’)
66
G
FOR FILLS
IL
ta.
-L- STS
200
AND WIFE, JOSEPHINE R.
W
HINGE POINT
0’)
(10
30/
7.2/(24’)
55/(180’)
PROPOSED TRAFFIC SIGNAL
100
30/(
100
5
4.
80
13
45/(
0
’1
1^
18
S0
O
1
. 54+33.61
-L- CSSta
4’)
’)
10.8/(36’)
4.8/(16’)
21/(70’)
7.2/(2
6
4.8/(1
50
W
3"
’1
S
54
00
TA. 54+00.0
7.2/(24’)
S
-L
0
1
T
SHEE
100
data is in Metric units
30.916
H
39
.4
73
1^
18
S0
.4
56
All station and alignment
W
4"
’1
148’)
ENGLISH SCALE
30
280.6
E
^51’12"
N51
H TR
T
R
78
.9
46
1^
18
S0
2
07-FEB-2006 10:13
U:\0699\Design\N. of Cliffdale\hear
cwerner
AT WSR
65
R/W
15.24
R/W
’)
WO
ERY
EM
1
9
94.999
’05"E
S35^56
CO
G
G
S BK
BU
S
CONC MP
AS PUS
6-GPU
MP NOPY
L CA D
OVE
REM
mm
’17"E
L
EE
ST
S
G
600
mm
0
W 60
OD
PA
S
mm
.6
30.90
81
DESIGN PUBILIC HEARING MAP
CHL
1800 mm
WOODS
T
S
B
S
O
IL
00
m
ALT
ASPH
CH
S37
60.961
^51
’19
"E
. R/W
. R/W
0
"E
T
T
BS
T
T
BS
2.3
T
BS
T
BS
BK
AP
T
EIP
S38
^08
’08
"E
ER
CORN
EIP
0.4
TO
W
R/
N38
131.748
^11
S
BU
W
’23"
H TR
EIP
15.24
’)
(50
EIP
7( P)
T
ET
RK
Y BU
ER
EM
S
ETT
RK
BU
F
1 S
BUS
DI
S
LT
4 L
85
3-37
L
70
S
1-75
NK
TA
U/G
CON
UL
375
CON
C
BST
977
30.
MT
EIP
BST
H. AR
(P)
31.486
CB
NC
CO
U/G
mm
C
CO
CB
NE