C
C
C
7^
N 4
C
E
2"
F
S
^
86
5
0
’0
0.
F
C
)
0"
6’
/(6
15
)
0’
10
/(
30
E
(
6.
6/
)
22
’
C
C
F
C
F
C
0’
30/(10
)
C
TC
F
C
W
H
TO
DESIGN PUBLIC HEARING MAP
96
C
7.
2/
(2
4’
4
4/(
) 1
.
) 7
6’
13
F
S
IL
O
PROJECT 34817.1.2 (U-2519)
F. A. PROJECT NHF-DPR-0100(001)
CUMBERLAND AND
ROBESON COUNTIES
0
35
SHEET 12 OF 21
SOIL
AU
GR
T-1
CA
X-0002B, X-0002C
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
FAYETTEVILLE OUTER LOOP FROM
I-95 SOUTH OF FAYETTEVILLE TO US 401
NORTH OF FAYETTEVILLE
T
EE
F
SH
F
DO NOT USE FOR R/W ACQUISITION
INCOMPLETE PLANS
’)
0
3^
20.
6
20
/(
6’
)
C
-Y2A- POTSta. 19+95.834
END CONSTRUCTION
C
-Y2A- POTSta. 28+86.121
C
C
C
1
1
’0
0.
50’
SOIL
C
C
0
’)
A
M
55
/(1
80
’)
55
/(1
80
2/
’)
-L
(2
4’
TA
- S
)
00
.0
00
3+
. 9
ATION
ITARY RESERV
FORT BRAGG MIL
3
C
C
C
C
0
-Y2A- PCSta. 18+79.522
-Y2A- POTSta. 18+26.082
C
C
-Y2A- PTSta. 19+58.634
RELOCATED SMITH LAKE RD.
CORRIDOR
C
C
PROJECT 34817.1.2 (U-2519)
A
F
Functional Class. = Interstate
F
S
N
RY RES
ER
O
RY
A
’
22
0"
.
00
W
C
F
0
1
.6
6
C
F
F
7.2/(24’)
10.8/(36’)
F
55/(180’)
W
A
T
E
R
55/(180’)
3.0 SOIL
55/(180’)
3.
IL
SO
55/(180’)
3.
0
IL
55/(180’)
SO
63/(207’)
55/(180’)
55/(180’)
55/(180’)
1200mm CMP
WO
OD
LL
WA
mm
m CM
900m
P
CM
P
+98.9
6
Design Speed = 70 mph
DESIGN PUBLIC HEARING MAP
A
0.241
0.259
data is in Metric units
C
TE
IL
All station and alignment
F
ST
ED
Max. Superelev. = 0.10
LEGEND
C
S
C
SOIL
C
C
BUILDINGS
P
E
D
N
O
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
ALL EASEMENTS
EXISTING ROADWAY TO BE REMOVED
EXISTING ROADWAY
PROPOSED ROADWAY
’)
0
IT
N
EXISTING ROADWAY TO BE RESURFACED
TEMPORARY ROADWAY / DETOURS
70
.32
7
F
F
200
8
1
/(
5
5
U
E
M
G
G
A
BR
100
C
F
TH
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
RAILROADS
0
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
PROPOSED CONTROL OF ACCESS
CEMETERIES
UTILITY EASEMENT
8
0"
IL
SO
C
C
EXISTING GROUND
C
EXISTING CONTROL OF ACCESS
PRESENT ADT
50
EXISTING WET LAND BOUNDARY
PROPERTY LINES
FUTURE ADT
’)
0
MATCH TO SHEET 21
C
PROPOSED NOISE WALL
79.318
N62^15’50"E
C
60/(197’)
C
26.402
N62^23’32"E
C
C
’)
F
EIP
O
C
C
F
26.469
N62^17’20"E
F
C
F
96
52
.1
2
0
=
UT to Cross Creek
V
IN
F
/(
2
F
26.588
N62^11’53"E
E
3
.2
87
52
F
26.487
N62^18’13"E
Y
C
=
EIP
F
F
F
IN
V
32.717
38.807
EIP
-L- PROPOSED FAYETTEVILLE OUTER LOOP
6.090
FORT BRAGG MILITARY RESERVATION
ECM
C
C
IL
F
3.0 SOIL
F
F
S
^
37
C
SOIL
SO
F
WOODS
F
EXISTING TRAFFIC SIGNAL
100
/
0
(1
F. A. PROJECT NHF-DPR-0100(001)
F
F
THE UNITED STATES OF AMERICA
HW
FORT BRAGG MILITARY RESERVATION
CO
NC
F
RT
N
F
/(
F
.2
51
38
51
.5
0.5
34
85
10’-0"
’)
0
WOODS
C
=
=
.0
51
6’-0"
55
F
WOODS
SO
IL
C
WOODS
V
IN
=
IN
V
V
IN
18’-0"
VARIES
3:1
A
2005
2030
1
/(
5
C
C
F
WOODS
BST
14’-0"
)
M
RE
ER
SE
RV ICA
A
TI
O
N
5
C
WOODS
600 mm
CM
1200 mm CHL
21.336(P)
7.
3
N
LY
36’-0"
*17’-0"
12’-0"
PS
6:1
4’
C
C
26.518(P)
O
GRADE
POINT
0.025***
0.08
F
IT
C
W
0"
)
FO
F
66’
’)
WOODS
3.0 SOIL
N
FOR FILLS
00
23.470(P)
TIO
EC
D
IR
P
C
R
SO
2’
)
C
C
26.518(P)
CB
=
m
0m
T
O
P
MH IN
=
5
IN V
(S 4.1
V
E
54
)
(S
=
)
5
1
.6
5
1
9
.5
2
0
4
90
F
00
WOODS
262.668
1200 mm CHL
CB
C
.0
00
0+
.1
D
210.895
S62^15’15"W
WD
1800 mm
23.470(P)
T
O
IN P
V = 5
3.9
=
51
33
.5
87
0.5
IN CO
NC
V
HW
=
T
O
IN P
=
V
53
=
51 .86
0
.6
51
C
ta
EIP
S
0.317
BOYCE
GLASON
C
TS
WOODS
C
WOODS
1200 mm CHL
26.539
26.518(P)
JANET
HERRING
C
L
-L-
VARIES
12’-0"
11
0.04
C
O
-P
IL
SO
IL
SO
EIP
CEASAR
NIVAR
90
70’-0" TO 46’-0"
4’-0"
FDPS
0.025
C
-Y
END TIP PROJECT X-0002B
WOODS
WOODS
1200 mm CHL
23.470(P)
23.445
BEGIN TIP PROJECT X-0002C
T
S
B
C
WOODS
17.614
17.493(P)
EIP
C
C
WOODS
T
S
B
F
S
.3
7
WOODS
1800 mm CHL
EIP
C
6
4
4
1
D
78
R
IL
4.3 SO
21.988
S
MELVIN
GOODE
CHL
R
S
H
IT
M
E
K
A
L
SOIL
WOODS
WOODS
39.978(P)
1500 mm CHL
S62^15’04"W
17.989
EIP
HAROLD
TIBBETTS
mm
WOODS
T
S
B
WOODS
C
3.0 SOIL
23.470(P)
1800 mm WD
GENE
G
THE UNITED STATES OF AMERICA
FORT BRAGG MILITARY RESERVATION
WOODS
BST
C
73.393
1500 mm CHL
23.470(P)
IL
’0
0.
92
2A
WOODS
m
0 m
CM
26.518(P)
1500 mm CHL
G
JACKSON
12’-0"
IL
0.08
V
E
TT
PROPOSED TRAFFIC SIGNAL
FAYETTEVILLE OUTER LOOP FROM
I-95 SOUTH OF FAYETTEVILLE TO US 401
NORTH OF FAYETTEVILLE
60
S
CURRY
JASPER
4’-0"
FDPS
8:1
(2
2/
** FILL SLOPES WITHIN THE INTERCHANGES WILL BE 4:1 OR FLATTER.
C
ENGLISH SCALE
CUMBERLAND AND
ROBESON COUNTIES
F
83
D
SOIL
ON
I
AT
.
/(1
IL
SO
T
B
S
30
3.0
23.470(P)
SO
WILLIAM
EMERSON
1200
T
S
B
23.424
S62^15’04"W
CONC
LESLIE
CHL
.3
7
.3
PRELIMINARY PLANS
D
R
7
94
*** SEE CROSS SECTIONS FOR VARIABLE SLOPES
A
/(1
55
R
R
D
DO NOT USE FOR CONSTRUCTION
E
K
A
L
E
3^
S
81
HUNTLEY
24’-0"
GRADE
POINT
0.025
8:1
IL
LE
H
BST
EIP
JAMES
14’-0"
12’-0"
*17’-0"
PS
88
0.025***
0.08
V
ER
ES
IT
M
S
WOODS
A
K
95
’)
80
7
WOODS
6
4
4
26.518(P)
CONC
30’-0"
-L- SC 87+69.975
0.04
6:1
/(1
80
1
SERVATION
MILITARY RE
FORT BRAGG
L
TH
E
FO
U
N
RT
I
BR TE
D
A
ST
G
G
A
M
TE
IL
S
IT
O
A
RY F A
RE ME
R
SE
I
RV CA
A
TI
O
F
(4
4/
)1
4’
(2
/
.2
E
H
DO NOT USE FOR R/W ACQUISITION
IL
O
R
S
SOIL
WOODS
WOODS
WOODS
IT
20/(
15/(
66’)
HINGE POINT
0.08
89
S
L
NE
AN
CH
L
3.7 SOI
WOODS
WOODS
C
S
M
INCOMPLETE PLANS
WOODS
WOODS
ED
P LIN
RA
WOODS
C
23.470(P)
1200 mm CHL
S
70
51
.3
K
6
85
WILDLIFE CROSSING
6:1
8’-0" V.C.
FA
F
P
C
S62^15’04"W
1200 mm CHL
EIP
=
E
4
SERVATION
MILITARY RE
FORT BRAGG
99.865
26.518(P)
57
51
.1
V
E
4
84
IN
SOIL
EXISTING GROUND
3:1
DE
A
A
F
EIP
23.470(P)
RABY
T
R
1
MILITA
R
Y
F
G
ED
BR
C
A
K
R
D
WAYNE
BAINES
S
B
O
H
IT
VATIO
I
M
R
F
F
C
26.442
26.518(P)
WILLIAM
7.3
R
M
(2
6/
6.
VARIES
91
GRADE TO THIS LINE
IT
Y
C
F
N
07-FEB-2006 10:07
U:\0699\Design\N. of Cliffdale\hear
cwerner
AT WSR
SHEET 12 OF 21
CITY OF FAYETTEVILLE
FO
RT
4
DEED G
AP
AP
GG
RIP
IP
R
F
F
WOODS
F
79
FORT BRAGG MILITARY RESERVATION
3.0 SOIL
EIP
KENNETH
BEARD
GEORGE
PI Sta 95+94.173
C
LIN
E
GA
S
U/G
L
S
RICHARD
LEE
G
.
GRAYSTONE RD
-L-
N
80
S
ALONZO
McCOY
E
PIs Sta 87+49.642
D = 60^ 58’ 18.3" (LT)
O
1800 mm CHL
RIP RAP LINED CHANNEL
F
F
C
WOODS
MON - MON
293.538
4
6
FORT B
RAGG
AR
T
LI
LIN
S
.
)7
6’
PI
sS
ta
F
s
11
=
+7
L
5^
s
7.
=
43
45
L
12
’4
3
T
0
6.
.0
PI
ST = 8
5"
0
0
0.
St
-Y
=
04
a
D
40
12
2
=
+
.0
11
L
80
38
^5
=
.2
7’
12
87
T
PI
53
5.
=
s
.
2
2"
St
62
9
R
F
5
a
(L
s=
PI
.8
=
19
T)
76
s
60
L
2^
+5
St
s
F
0
a
8.
41
=
.0
s
1
54
L
=
’
0
7
08
T
5.
0
L
5^ 3+8
4
s
0
.
=
7"
P
2.
=
S
0
4
I S
50
3’
0
74
T
L
12
T
.0
-Y
ta
46
=
4
D
0.
0
=
25
20
.
0
ST
6
5
=
00
80
"
+
.0
1
L
2^
70
.0
=
05
=
42
.3
22
40
17
T
2
’
.
0
2.
03
5
=
5
88
.9
8
86
R
"(
8
.7
=
PI
RT
82
80
s
)
St
0.
F
00
s= a 2
1+
0
L
2^
81
s
41
=
L
’ 0 .43
75
T
2
8.
.0
7"
ST = 5
00
0.
=
00
25
6
.0
05
86
PROPOSED 4-LANE DIVIDED SHOULDER TYPICAL SECTION
GRADE TO THIS LINE
NOTES:
FOR CUTS
S
S
SOIL
3.0
GA
U/G
F s = 1^ 14’ 53.6"
L = 1,489.821
C
82
G
Ls = 61.000
T = 824.198
m
m
1
PEYTON
G
R
S
CANTY
G
LT = 40.668
83
R = 1,400.000
0
RS, INC.
C
38.225(P)
CORINTHIA
E
ST = 20.334
9
0
CONSTRUCTO
C
WOODS
ECM
WILKIE
THOMPSON
ULIASZ
GRAYSTONE ROAD
IL
93
* SHOULDER WIDTH INCREASED 3’ WHERE GUARDRAIL IS USED
HINGE POINT
PG 397
DB 3394
F
C
EXCAVATED
AREA
-L- PTSta. 75+81.956
CROWELL CONSTRUCTORS, INC.
77
Cross Creek
SL
IN
G
CROWELL
EXCAVATED
AREA
LEGEND
Functional Class. = Interstate
Design Speed = 70 mph
Max. Superelev. = 0.10
GA
U/G
POND
W.E. 53.3
F
BUILDINGS
EXISTING RIGHT OF WAY
TO BE REMOVED
PROPOSED RIGHT OF WAY
ALL EASEMENTS
EXISTING ROADWAY
EXISTING ROADWAY
EXISTING ROADWAY TO BE RESURFACED
PROPOSED ROADWAY
TEMPORARY ROADWAY / DETOURS
FUTURE ROADWAY
PROPOSED STRUCTURES, ISLAND, CURB
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
200
SO
3.0
7.2/(24’)
75
100
E
10.8/(36’)
75
MATCH TO SHEET 11 -LSTA. 75+00.000
0
mm
F
55/(180’)
1800mm CHL
C
A
PRESENT ADT
EXISTING CONTROL OF ACCESS
2005
FUTURE ADT
PROPERTY LINES
2030
50
data is in Metric units
G
87
-L- TS 87+08.975
14/(46’)
76
All station and alignment
SL
IN
21/(70’)
EXISTING WET LAND BOUNDARY
EXISTING TRAFFIC SIGNAL
100
21/(70’)
83
NA
D
7.2/(24’)
14.4/(47’)
ENGLISH SCALE
GA
U/G
55/(180’)
55/(180’)
74
PROPOSED TRAFFIC SIGNAL
07-FEB-2006 10:07
U:\0699\Design\N. of Cliffdale\hear
cwerner
AT WSR
1200
DESIGN PUBLIC HEARING MAP
PROJECT 34817.1.2 (U-2519)
F. A. PROJECT NHF-DPR-0100(001)
CUMBERLAND AND
ROBESON COUNTIES
FAYETTEVILLE OUTER LOOP FROM
I-95 SOUTH OF FAYETTEVILLE TO US 401
NORTH OF FAYETTEVILLE
SHEET 12 OF 21
CR
OSS
CR
EE
K
S39^
22’00
7
65.05
"E
+51.71
B
S
T
9^
S3
163.7
22
33
’00
"E
15.24 (50’)R/W
1200