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C
A
MA
TC
HLIN
E T
O R
OLL 1
0
PIs STA 413+12.10
F s = 1%%d 54’ 35.5"
Ls = 200.00’
LT = 133.34’
ST = 66.67’
PI STA 417+84.84
D = 15%%d 25’ 02.3" (LT)
D = 1%%d 54’ 35.5"
L = 807.25’
T = 406.08’
R = 3,000.00’
Roff= 200’
PIs STA 422+52.68
F s = 1%%d 54’ 35.5"
Ls = 200.00’
LT = 133.34’
ST = 66.67’
PIs STA 429+49.11
F s = 1%%d 54’ 35.5"
Ls = 200.00’
LT = 133.34’
ST = 66.67’
PI STA 433+82.80
D = 13%%d 57’ 01.1" (RT)
D = 1%%d 54’ 35.5"
L = 730.44’
T = 367.03’
R = 3,000.00’
Roff= 200’
PIs STA 438+12.88
F s = 1%%d 54’ 35.5"
Ls = 200.00’
LT = 133.34’
ST = 66.67’
PIs STA 443+34.36
F s = 1%%d 25’ 56.6"
Ls = 200.00’
LT = 133.34’
ST = 66.67’
PI STA 459+65.91
D = 42%%d 43’ 58.8" (LT)
D = 1%%d 25’ 56.6"
L = 2,983.33’
T = 1,564.89’
R = 4,000.00’
Roff= 200’
PIs STA 474+51.02
F s = 1%%d 25’ 56.6"
Ls = 200.00’
LT = 133.34’
ST = 66.67’
PIs STA 530+62.41
F s = 2%%d 02’ 46.6"
Ls = 200.00’
LT = 133.34’
ST = 66.67’
PI STA 537+77.05
D = 26%%d 03’ 36.6" (RT)
D = 2%%d 02’ 46.6"
L = 1,273.54’
T = 647.98’
R = 2,800.00’
SE =
Roff= 200’
PIs STA 544+69.28
F s = 2%%d 02’ 46.6"
Ls = 200.00’
LT = 133.34’
ST = 66.67’
PIs STA 556+29.30
F s = 1%%d 38’ 13.3"
Ls = 200.00’
LT = 133.34’
ST = 66.67’
PI STA 569+66.24
D = 39%%d 53’ 43.7" (LT)
D = 1%%d 38’ 13.3"
L = 2,437.07’
T = 1,270.28’
R = 3,500.00’
SE =
Roff= 200’
PIs STA 581+99.70
F s = 1%%d 38’ 13.3"
Ls = 200.00’
LT = 133.34’
ST = 66.67’
-L1-
LEGEND
2030
2010
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
PROPOSED ROADWAY
EXISTING ROADWAY
EXISTING ROADWAY
ALL EASEMENTS
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
LAKES, RIVERS, STREAMS AND PONDS
CEMETERIES
PRESENT ADT
FUTURE ADT
PROPERTY LINES
WETLAND LIMITS BOUNDARY
PROPOSED LIMITED CONTROL OF ACCESS
LEE AMANDA ASHLEY
WEST, JAMES W. & WIFEWEST JAMES W & WIFE SMOKE GEORGE ALAN LE & WIFELEE, AMANDA ASHELY
FAISON FRANKLIN
LEGEND
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
PROPOSED ROADWAY
EXISTING ROADWAY
EXISTING ROADWAY
ALL EASEMENTS
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
LAKES, RIVERS, STREAMS AND PONDS
CEMETERIES
-L1-
SE = 05
SE = 05
SE = 04
C
A
C
A
PROPOSED FULL CONTROL OF ACCESS
EXISTING FULL CONTROL OF ACCESS
2030
2010 PRESENT ADT
FUTURE ADT
PROPERTY LINES
PROPOSED LIMITED CONTROL OF ACCESS
C
A
C
A
PROPOSED FULL CONTROL OF ACCESS
EXISTING FULL CONTROL OF ACCESS
WETLAND LIMITS BOUNDARY
C
A
C
A
COUNTY LIMIT LINE
COUNTY LIMIT LINE
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE RETAINED
ROLL 11 OF 11 R-2303F
CUMBERLAND, SAMPSON, &DUPLIN COUNTIES
SA
MP
SO
N C
OU
NT
Y
DU
PL
IN C
OU
NT
Y
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
16.5’ SOIL
31.0
’ S
OIL
10.8’ SO
IL
18.1’ SOIL
18.1’ SOIL
18.1’ S
OIL
18.3’ SOIL
18.3’ SOIL
18.3
’ S
OIL
18.6
’ BS
T S
R 1
927 C
OR
NW
AL
LIS
20.0
’ B
ST O
LD
CO
UR
TH
OU
SE R
D
13.9’ SOIL
21.4
’ SO
IL
12.2
’ SO
IL
22.7
’ SO
IL
16.0’ SOIL
25.7
’ SO
IL
36.1’ SOIL
W
18.6
’ BS
T
SR
1927
CO
RN
WA
LL
IS R
D
24.1’ BST SR 1928 BILL WILLIAMS RD
124.2
128.9
137.6
WE
WE
WE
v
v
WD CANOPY
WD CANOPY
134.7
128.8
136.6
139.8
148.7
WE
WE
WE
WE
WE
W11.0’ SOIL
17.0
’ SO
IL
WD CANOPY
WD CANOPY
18.0’ SOIL
16.0
’ SO
IL
25.0’ SOIL
20.0’ SOIL
8.0’ SOIL
9.0’ SOIL
12.0’ SOIL
12.5’ SOIL
14.3’ SOIL
15.2’ SOIL
SR
1105
CA
RL
TO
N C
HA
PE
L C
H R
D
16.0
’ B
ST
11.2’ SOIL
12.1’ SOIL13.4’ S
OIL
9.0’ SOIL
11.0
’ SO
IL
CO
NC
CONC
SOIL
SR 1
113 22.1
’ BST
I 40 3
8.0
’ BST
I 40 3
8.0
’ BST
I 40 3
8.0
’ BST
I 4
0 3
8.0
’ B
ST
v
v
v
v
vv
v
v
v
v
v
v
v
v
v
v
v
v
WE
133.9
129.6
113.8
118.0
103.2
WE
WE
WE
WE
W
19.0’ SOIL
17.0’ SOIL
10.0
’ SO
IL
20.0’ SOIL
17.0’ SOIL
20.0’ SOIL
20.0
’ SO
IL
MTLCANOPY
MTL
CANOPY
WD CANOPY
13.0’ SOIL
15.0’ SOIL
15.0
’ SO
IL
10.0’ S
OIL
SA
M M
ILL
ER
RD
SR
1105 C
AR
LT
ON
CH
AP
EL
CH
RD
17.0
’ B
ST
17.0
’ B
ST
19.0’ BST
16.0
’ SO
IL
11.0
’ SO
IL
SR
1110 HEN
RY
BEST R
D
10.0’ SOIL
I 40 3
8.0
’ BST
20.5
’ SO
IL
I 40 3
8.0
’ BST
I 40 3
8.0
’ BST
CO
NC
v
v
v
v
v
v
SR
1927 C
OR
WA
LL
IS R
D 18.6
’ B
ST
RID
ING
RIN
G
11.6’ SOIL
18.3
’ SO
IL
12.6’ SOIL
18.1
’ SO
IL
18.1’ SOIL
18.1’ SOIL
18.1’ SOIL
18.1
’ SO
IL
18.1
’ SO
IL
18.3
’ SO
IL
18.4’ SOIL
18.1’ BST
138.6
WE
20.0
’ BS
T O
LD
CO
UR
TH
OU
SE
RD
GR
WE
120.3
WE 119.3
WE
114.0
R/W
R/W
R/W
R/W
R/W
BEAMON, PAROLEE HRS.
R/W
R/W
R/W
R/W
R/W
R/W
WILLIAMS FREDERICK DOUGLAS
WILSON CHARITY HEIRS
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
BOONE BLANCHE C
MORRIS NANCY C
U S STEEL
MARVIN T FARMS
MCCALOP ESSIE MRS EST
REGISTER LILA BLACKBURN
KENNEDY BRYAN RAY
REGISTER LILA BLACKBURN
MATTHEWS FAMILY PROPERTIES LLC,
CARROLL’S REALTY PARTNERSHIP
R/W
SMIITH WOODROW LEWIS & PATRIC
PALMER ELOISE
WILSON-PERNELL, NETTIE MAE
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
BEST MARY ALICE HEIRS
STEWART, ELLA BEST
BEST, STACY
BARNHILL CONTRACTING CO.
POPE, BOBBY & WIFE
SMITH, W. L. & WIFE
BEST, MARY ALICE HRS.
PALMER, ELOUISE
BEST, B. F., HRS.
FREDERICK, JAMES WADE
WILSON-PERNELL, NETTIE MAE
CLINE, TEX
WEST, JAMES W. & WIFEGORE, MARGARET M.
FREDERICK, THOMAS LEROY
BLANCHARD, J C & N EUGENE
FREDERICK, JAMES WADE
R/W
R/W
R/W
R/W
KENNEDY, BENJAMIN F. & WIFE
R/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
WEST JAMES W& SANDRA S
R/W R
/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
CARROLLS REALITY PARTNERSHIP
CARROLL’S REALTY PARTNERSHIP
GORE, MARGARET M.
FREDERICK, JAMES WADE
HO
DG
ES
, TO
LO
N J
AM
ES
LE
WIS
, RO
SE
TT
A
MIL
LE
R, L
ET
HA
MA
E
R/W
R/WR/W
R/W
SLOAN, PHOEBE HRS.
FREDERICK, JAMES WADE
LEE, TIMOTHY
MARK
LEE, GREGORY
RYAN
LEE, CHARLIE BROWN
LEE, HENRY VANCE
LEE, SYLVIA ANN
FREDERICK, THOMAS LEROYGUY, JAMES LANE
ROUSE, NANCY GUY & HUSB.
WEST, JAMES W. & WIFE
RIVENBARK, J.R.
FREDERICK, JAMES WADE
R/W
R/W
FREDERICK JAMES WADE JR
R/W
R/W
R/W
R/W
R/W
R/W
R/W
REGISTER LILA BLACKBURN
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
KENNEDYBRYAN RAY
FAUST WILLIAM E
CARROLL’S REALITY PARTNERSHIP
R/W
LUCAS, HENRY PRESTON JR
FAISON INVESTMENTS LLC
RICHMOND, WILLIAM E
LUCAS, HENRY PRESTON JR
COTTLE, JIM C/O JAMES E COTTLE
HARRIS, MARYSUTTON
CARROLL’S REALTY PARTNERSHIP
JONES, WILLIE E SR JONES, CATHY F
SMITH, PERRY E SMITH, DORIS B
KENNEDY, BRYAN RAY KENNEDY, JOY
CARROLL’S REALITY PARTNERSHIP
MAULDIN, LILLIAN K
HUDSON, PELMON JART JR
PO
WE
LL
, JA
ME
S L
&
PHILLIPS, MARY EMMA F & HUS
PHILLIPS, MARY EMMA F & HUS
SMITH, CLEVELAND LE & WIFE
JOHNSON, LYNN SCOTT
THORNTON LOGGING CO
CARROLL’S REALTY PARTNERSHIP
GAVIN, MANLY &
HA
RR
IS, JA
ME
S R
& W
IFE
HARRIS, JAMES R. & WIFE
BLANCHARD, RACHEL CARTER &
FREDERICK, THOMAS LEROY &
BLANCHARD, EDWIN JAMES
BLANCHARD, EDWIN JAMES
HARRIS, MARY SUTTON
POPE, BOBBY W & WIFE
REGISTER, JOHN LEWIS
HARRIS, MARY SUTTON
RIVENBARK, SUDIE HOWELL
SMITH, PERRY EUGENE JR & WIFE
HARRIS, MARY SUTTON
JOHNSON WILLIAM E
UNKNOWN
HARRIS, JAMES R & WIFE
WILLIAMS, CATHERINE C.
SMITH, PERRY EUGENE JR & WIFE
RICHMOND, WILLIAM E
MCCALOP ESSIE MRS EST
UNKNOWN
SR 1
105
CA
RLTO
N C
HA
PEL C
H R
D
16.0’ BST
C
F
C
C
F
F
C
C
FC
FC
F
F
F
C
F
F
F
F
C
F
F
F
C
F
C
C
F
C
F
F
C
F
C
C
F
C
F
F
C
F
C
F
C
FC
FC
CF
CF
FC
FC
C
F
CF
FC
F
C
CF
CF
C
CF
F
C
F
C
F
F
F
F
C
F
C
F
C
F
FC
F
C
C
CF
FC
C
CF
FF
F
F
F
F
C
F
F
F
C
F
CC
F
C
C
F
F
F
C
F
F
F
C
F
C
C
F
C
F
F
F
F
F
C
C
F
F
0.02 0.02
-L-C
L
22’24’8’ 8’4’ 4’9’19’
BRIDGE OVER I-40
0.02 0.02
TYPICAL SECTION
NC 24
GRADE
POINT
GRADE
POINT
0.02 0.02
-L-C
L
24’48’8’ 8’4’
4’
19’
0.02 0.02
TYPICAL SECTION
NC 24
GRADE
POINT
GRADE
POINT
BRIDGE OVER -Y8- SR 1105
19’
C
TS S
TA
411+78.7
6
SC
STA
413+78.7
6
CS
ST
A 4
21+
86.0
1
ST
ST
A 4
23+
86.0
1
TS S
TA
442+01.0
2
SC
ST
A 4
44+01.0
2
CS
ST
A 4
73+
84.3
5
ST
ST
A 4
75+
84.3
5
TS
ST
A 5
29+
29.0
7
SC
ST
A 5
31+
29.0
7
CS
ST
A 5
44+
02.6
1
ST
ST
A 5
46+
02.6
1
TS
ST
A 5
54+
95.9
6
SC
ST
A 5
56+
95.9
6
CS
ST
A 5
81+
33.0
3
ST
ST
A 5
83+
33.0
3
PO
T S
TA
625+
11.6
5
TS
ST
A 4
28+
15.7
7
385+00
390+00
395+00
400+00
405+00
410+00
415+00
420+
00
425+
00
430+
00
435+00
440+00
445+00
450+
00
455+
00
460+
00
465+
00
470+
00
475+
00
480+
00
485+
00
490+
00
495+
00
500+
00
505+
00
510+
00
515+
00
520+
00
525+
00
530+
00
53
5+
00
540+
00
545+
00
550+
00
555+
00
560+
00
565+
00
570+
00
575+
00
580+
00 585+
00
590+
00
595+
00
600+
00
605+
00
610+
00
615+
00
620+
00
625+
00
CS S
TA
382+20.1
8ST S
TA
384+20.1
8
SC
ST
A 4
30+
15.7
7
CS S
TA
437+46.2
1
ST S
TA
439+46.2
1
INTERSTATE
40
INTERSTATE
40
C
A
C
A
C
A
CA
CA
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
CA
C
A
C
A
C
A
C
A
C
A
C
A
CA
CA
C
A
C
A
C
A
CA
CA
CA
C
A
C
A
CA
C
A
CA
CA
C
A
C
A
C
A
CA
C
A
C
A
CA
CA
C
A
C
A
C
A
C
A
C
A
CA
C
A
C
A
C
A
C
A
CA
C
A
CA
C
A
C
A
C
A
C
A
C
A
C
A
CA
C
A
C
A C
A
LEGEND
0000
0000
EXISTING STRUCTURES, ISLAND, CURBTO BE REMOVED
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
FUTURE ROADWAY
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
ALL EASEMENTS
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
AND GUTTER
FUTURE STRUCTURES, ISLAND, CURB
AND GUTTER
AND GUTTERLAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAYUTILITY EASEMENTCEMETERIES
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESSPRESENT ADTFUTURE ADT
PROPERTY LINESNOISE WALL
EXISTING TRAFFIC SIGNAL
PROPOSED TRAFFIC SIGNAL
HISTORIC PROPERTY
STREAM BUFFER ZONE
WETLAND LIMITS BOUNDARY
PROPOSED PARTIAL CONTROL OF ACCESS
STUDIED CORRIDOR
24
24
24
24
STUDIED CORRIDOR
STUDIED CORRIDOR
STU
DIE
D C
OR
RID
OR
STU
DIE
D C
OR
RID
OR
STUDIED CORRIDOR
STUDIED C
ORRIDOR
STUDIED C
ORRIDOR
SS
HTR
ABANDB
ABAND B
ABAND B
ABAND
B
HT
R
S
S
HT
R
1SMTL
1SMTL
B
B
B
1S
FD
B
SILO
SILO
SILO
ABAND FOUNDATION
ABAND FOUNDATION
1SMTLBUS
2SFD
S
S
S
S
1S
FD
S
G
1SFD
1S
FD
S
SILO
SILO
SILO
SILO
SILO
SILO
SILO
SILO
SILO
SILO
1SMTLBUS
1SMTLBUS
1SMTLBUS
1SMTLBUS
1SMTLBUS
1SMTLBUS
1SMTLBUS
1SMTLBUS
1SMTLBUS
1SMTLBUS
1SMTLBUS
1SFBUS
1SMTL
BUS
1SMTLBUS
1SMTLBUS
1SMTLBUS
1SMTLBUS
1SMTLBUS
1SMTLBUS
B
HT
R
S
1SFD
S
S
HTRS
S
S
SS
S
S
S
1S
FD
1S
FD
S
S
G
1SFD
1SFD
G
S
B
B
S
S
1SBK
D
1SFD
CEM
SS
B
S
S
CE
M
S
1SMTLBUS
1SMTLBUS
1SMTLBUS
1SMTLBUS
1SMTLBUS
1SMTLBUS
S
2SFDS
HT
R
1SMTLBUS
1SMTLBUS
1SMTLBUS
1SMTLBUS
PROPOSED NC 24 TYPICAL SECTION
DE
SIG
N P
UB
LIC
ME
ET
IN
G M
AP
PR
OJE
CT
34
41
6.1
.1 (R
-23
03
)
F. A
. PR
OJE
CT
F-8
-2(1
7)
CU
MB
ER
LA
ND
, SA
MP
SO
N,
& D
UP
LIN
CO
UN
TIE
S
NC
24 -
WE
ST
OF
SR
1006 (
CL
IN
TO
N R
D) T
O I
-40
DESIGN DATA
= Arterial
= 60 mph
= 0.08
Functional Class.
Design Speed
Max. Superelev.
PRELIMINARY PLANS
SUBJECT TO CHANGE WITHOUT NOTICE
DE
SIG
N P
UB
LIC
ME
ET
IN
G M
AP
PR
OJE
CT
34
41
6.1
.1 (
R-2
30
3)
F.
A.
PR
OJE
CT
F-8
-2(1
7)
CU
MB
ER
LA
ND
, S
AM
PS
ON
,
& D
UP
LIN
CO
UN
TIE
S
NC
24
- W
ES
T O
F S
R 1
00
6 (
CL
IN
TO
N R
D) T
O I
-4
0
Functional Class.
Design Speed
Max. Superelev.
= Arterial
= 60 mph
= 0.08
DESIGN DATA
2010 ADT
2030 ADT
NC 24 & SR 1927 (CORNWALLIS RD.)
-L1- NC 24
NC 24 & I-40
2010 ADT
2030 ADT
0’ 200’ 400’
100’
200’
(ENGLISH)
WLB
.08
24’10’30’
4’
46’
6:16:1
24’
6’6’
10’ 15’ 10’
.02 .02
L
4’
FDPS
-L1-
PROPOSED NC 24 TYPICAL SECTION
.02 .02
C
GRADE
POINT
GRADE
POINT
13’ W/GR
.02
4’
FDPS FDPS
.08
4’
FDPS
.08 .02 6:16:1
6’
3:1 VAR.
VAR.
6:1
3:1
.08
0’ 200’ 400’
100’
200’
(ENGLISH)
RO
LL
11 O
F 1
1R
OL
L 1
1 O
F 1
1
PRELIMINARY PLANS
SUBJECT TO CHANGE WITHOUT NOTICE
.08
24’10’30’
4’
46’
6:16:1
24’
6’6’
10’ 15’ 10’
.02 .02
L
4’
FDPS
-L1-
PROPOSED NC 24 TYPICAL SECTION
.02 .02
C
GRADE
POINT
GRADE
POINT
13’ W/GR
.02
4’
FDPS FDPS
.08
4’
FDPS
.08 .02
6:16:1
6’
3:1 VAR.
VAR.
6:1
3:1
.08
WLB
FULL CONTROL OF ACCESS
WHERE POSSIBLE
800 FT. MINIMUM
800 FT. MINIMUM
FULL CONTROL OF ACCESS
WHERE POSSIBLE
C
A
C
AC
A
C
A
DIRECTIONAL CROSSOVER WITH MEDIAN U-TURNSNOTE: NO LEFT TURNS WILL BE PERMITTED FROM SIDE STREETS.
NOTE:
All new location sections will be designed with
Limited Control of Access.
Limited Control of Access is defined as connections to a
facility provided only via ramps at interchanges (major crossings)
and at-grade intersections (minor crossings and service roads).
No private driveway connections will be allowed.
NOTE:
All sections following the existing alignment will be
designed with Partial Control of Access.
Partial Control of Access is defined as one access point
per parcel. For properties with large road frontages
(for example, 2000 feet or more), an additional access
point may be considered. For properties that have access,
such as via a side road, access to NC 24 may be
eliminated.
NOTE:
All new location sections will be designed with
Limited Control of Access.
Limited Control of Access is defined as connections to a
facility provided only via ramps at interchanges (major crossings)
and at-grade intersections (minor crossings and service roads).
No private driveway connections will be allowed.
NOTE:
All sections following the existing alignment will be
designed with Partial Control of Access.
Partial Control of Access is defined as one access point
per parcel. For properties with large road frontages
(for example, 2000 feet or more), an additional access
point may be considered. For properties that have access,
such as via a side road, access to NC 24 may be
eliminated.
2520
3000
4600
7000
27800
49400
27880
53400
FA
LL
20
08
FA
LL
2008
R-2
303F
R-2
303F
SR 1927
I-40
-Y61-
TO
WA
RSA
W
TO
WA
LL
AC
E
R 320’
R 705’
END TIP PROJECT R-2303F
-L1- NC 247360
10400
7120
10000
680
1000
680
1000
100-
200
100-
100
100-
100
240
400
71200
10000
DESIGN PUBLIC MEETING MAP
F. A. PROJECT STPNHF-F-8-2(17)
NC 24 FROM WEST OF SR 1006
(CLINTON RD.) IN CUMBERLAND COUNTY
TO I-40 NEAR WARSAW IN DUPLIN COUNTY
PROJECT 34416.1.1 (R-2303)
FALL 2008
1000’
2000’
2000’
250’
250’
330’
.08
24’10’30’
4’
46’
6:16:1
24’
6’6’
10’ 15’ 10’
.02 .02
L
4’
FDPS
-L-
.02
.02
C
GRADE
POINT
GRADE
POINT
13’ W/GR
.02
4’
FDPS FDPS
.08
4’
FDPS
.08 .02
6:16:1
6’
3:1 VAR.
VAR.
6:1
3:1
.08
330’
C
ACA
SR 1
928
BIL
L W
ILLIA
MS R
D.
BA
KE
RS B
RA
NC
H
CA
RL
TO
NS
MIL
L R
UN
-L1- P
RO
PO
SED
NC
24
-L1- P
RO
PO
SED
NC
24
-L1- PROPOSED NC 24 -L1- P
ROPOSED NC 24
-Y61-
SR
1927 C
OR
NW
AL
LIS
RD
.
-Y62-
SR
1108 O
LD
CO
UR
TH
OU
SE
RD
.
-Y63-
SR
1105 C
AR
LT
ON
CH
AP
EL
CH
. R
D.
-SR13-
I-40
-Y63-
SR
1105 C
AR
LT
ON
CH
AP
EL
CH
. R
D.
1080
1080
1129
1112
1111
1110
1126
1129
1111
1112
1110
1113
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1080
1081
1256
