Page 1
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/99
RE
VISIO
NS
PE
NT
AB
LE:
FI
LE:
North_
Carolina_
De
pt_of
_Transportatio
n\2014_16_Pla
nnin
g _
Desig
n_
LS
A\
NC
DO
T-
U5739-
TO1_c_\
NC
DO
T-
U5739-
TO1_c_\6.0
_C
AD_
BI
M\6.2
_W
ork
_In_Pro
gress\
U-5739\
Road
way\
Func\
U5739_
RD
Y_P
SH-04.d
gn
US
ER:
Charris
DA
TE:
6/24/2016
NC
DO
T_pdf
_color_e
ng_50.plt
PL
OT
DRI
VE
R:
2:1
2:1
5 P
MTI
ME:
U5739_
RD
Y_P
LO
T.t
bl
U-5739
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
15
20
-L- POT Sta. 10+00.00
-L- PRC Sta. 22+15.47
-L- PC Sta. 13+96.08PI Sta 18+07.62
D
L = 819.39'
T = 411.55'
R = 3,530.00'
PI Sta 24+06.03
D
L = 381.07'
T = 190.56'
R = 10,300.00'
-L-
V = 60 mph
-L-
V = 60 mph
e = NCe = 0.03
-L-
F
F
CF
F
F
F
C C F
F
F
F
F
F
TO RICHLANDS
PONY
FARM
RD
NW
CO
RRID
OR BLV
D
CHURCHBAPTIST
TAR LANDING
CHURCHBAPTIST
TAR LANDINGRICHLANDS HWY
24258
CIRCLE KPROPOSED
ALTERNATE 2
PONY FARM RD
2040 ADT2016 ADT
US 258US 258
(ADT IN 100's)CORRIDOR BLVD
NW
384286
418311
5619
4636
1811
133
4015
2524
FUNCTIONAL
-L- STA. 10+50.00
BEGIN TIP PROJECT U-5739
EXISTING GROUND
PROPOSED PROFILE
51.56
PI = 17+55.00
EL = 50.79'
(-)0.3000% (+)0.4111%
VC = 510'
K = 717
PI = 22+40.00
EL = 52.79'
(+)0.4111% (-)0.5247%
VC = 460'
K = 492
EL. = 51.56'
-L- STA. 15+00.00
BEGIN GRADE
EL. = 52.39'
-L- STA. 10+50.00
BEGIN WIDENING
BEGIN TIP PROJECT U-5739
DS = 80 mph DS = 80 mph
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
0
10
20
30
40
50
60
70
80
90
0
10
20
30
40
50
60
70
80
90
-L-
4
SEE S
HEET 5
MA
TC
HLIN
E -L- STA. 24+
00
Page 2
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/99
RE
VISIO
NS
PE
NT
AB
LE:
FI
LE:
North_
Carolina_
De
pt_of
_Transportatio
n\2014_16_Pla
nnin
g _
Desig
n_
LS
A\
NC
DO
T-
U5739-
TO1_c_\
NC
DO
T-
U5739-
TO1_c_\6.0
_C
AD_
BI
M\6.2
_W
ork
_In_Pro
gress\
U-5739\
Road
way\
Func\
U5739_
RD
Y_P
SH-05.d
gn
US
ER:
Charris
DA
TE:
6/24/2016
NC
DO
T_pdf
_color_e
ng_50.plt
PL
OT
DRI
VE
R:
4:3
0:4
0
PM
TI
ME:
U5739_
RD
Y_P
LO
T.t
bl
U-5739
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
25 3
0
35
-L- PT Sta. 25+96.54
PI Sta 24+06.03
D
L = 381.07'
T = 190.56'
R = 10,300.00'
-L-
V = 60 mph
e = NC
-L-
F
F
F F
F
C
C F
C F
F
F
F
F
RICHLANDS HWY24258
CHURCHBAPTIST
TAR LANDING
HARVESTERTHE TIMBER
FLORISTHOBBS
AUTOMOTIVETAR LANDING
HARDWARESIMPSON BROTHERS
ALTERNATE 2
FUNCTIONAL
EXISTING GROUND
PROPOSED PROFILE
PI = 28+00.00
EL = 49.85'
(-)0.5247% (+)0.5618%
VC = 440'
K = 405
PI = 32+90.00
EL = 52.60'
(+)0.5618% (-)0.7268%
VC = 540'
K = 419
DS = 80 mph DS = 80 mph
24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00
0
10
20
30
40
50
60
70
80
90
0
10
20
30
40
50
60
70
80
90
-L-
5
SEE S
HEET 6
MA
TC
HLIN
E -L- STA. 38+
00
MA
TC
HLIN
E -L- STA. 24+
00, SEE S
HEET 4
Page 3
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/99
RE
VISIO
NS
PE
NT
AB
LE:
FI
LE:
North_
Carolina_
De
pt_of
_Transportatio
n\2014_16_Pla
nnin
g _
Desig
n_
LS
A\
NC
DO
T-
U5739-
TO1_c_\
NC
DO
T-
U5739-
TO1_c_\6.0
_C
AD_
BI
M\6.2
_W
ork
_In_Pro
gress\
U-5739\
Road
way\
Func\
U5739_
RD
Y_P
SH-06.d
gn
US
ER:
Charris
DA
TE:
6/24/2016
NC
DO
T_pdf
_color_e
ng_50.plt
PL
OT
DRI
VE
R:
2:1
2:4
1 P
MTI
ME:
U5739_
RD
Y_P
LO
T.t
bl
U-5739
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
40 45
50
-L- PC Sta. 49+19.14
PI Sta 51+65.81
D
L = 493.18'
T = 246.67'
R = 7,800.00'
-L-
V = 60 mph
e = RC
-L-
F
F C
F
C
F
C F F
F
C F
F
F
F
F
F
F
BLU
E TO
P R
D
DIA
NE
DR
VER
A
DR
STOP & SHOPBLUE TOP
24258RICHLANDS HWY
ALTERNATE 2
FUNCTIONAL
EXISTING GROUND
PROPOSED PROFILE
PI = 44+50.00
EL = 44.17'
(-)0.7268% (+)0.3000%
VC = 530'
K = 516
PI = 49+80.00
EL = 45.76'
(+)0.3000% (-)0.3219%
VC = 530'
K = 852
DS = 80 mph DS = 80 mph
38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00
0
10
20
30
40
50
60
70
80
90
0
10
20
30
40
50
60
70
80
90
-L-
6
SEE S
HEET 7
MA
TC
HLIN
E -L- STA. 52+
00
MA
TC
HLIN
E -L- STA. 38+
00, SEE S
HEET 5
Page 4
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/99
RE
VISIO
NS
PE
NT
AB
LE:
FI
LE:
North_
Carolina_
De
pt_of
_Transportatio
n\2014_16_Pla
nnin
g _
Desig
n_
LS
A\
NC
DO
T-
U5739-
TO1_c_\
NC
DO
T-
U5739-
TO1_c_\6.0
_C
AD_
BI
M\6.2
_W
ork
_In_Pro
gress\
U-5739\
Road
way\
Func\
U5739_
RD
Y_P
SH-07.d
gn
US
ER:
Charris
DA
TE:
6/24/2016
NC
DO
T_pdf
_color_e
ng_50.plt
PL
OT
DRI
VE
R:
2:1
2:5
4 P
MTI
ME:
U5739_
RD
Y_P
LO
T.t
bl
U-5739
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
55
60
65
-L- PT Sta. 54+12.32
PI Sta 51+65.81
D
L = 493.18'
T = 246.67'
R = 7,800.00'
-L-
V = 60 mph
e = RC
-L-
F
F
F
F
F
F F
F
FC
F
FF
F
CA
RO
LE D
R
BLU
E TO
P R
D
258 24RICHLANDS HWY
OF THE NAZARENEFAITH CHURCHJACKSONVILLE
T.J.'S TIRES
RECYCLINGAIC METAL
(SCOTCHMAN)GAS STATION
ALTERNATE 2
FUNCTIONAL
EXISTING GROUND
PROPOSED PROFILE
(-)0.3219%
(-)0.3219%
52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00
0
10
20
30
40
50
60
70
80
90
0
10
20
30
40
50
60
70
80
90
-L-
7
MA
TC
HLIN
E -L- STA. 52+
00, SEE S
HEET 6
SEE S
HEET 8
MA
TC
HLIN
E -L- STA. 66+
00
Page 5
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/99
RE
VISIO
NS
PE
NT
AB
LE:
FI
LE:
North_
Carolina_
De
pt_of
_Transportatio
n\2014_16_Pla
nnin
g _
Desig
n_
LS
A\
NC
DO
T-
U5739-
TO1_c_\
NC
DO
T-
U5739-
TO1_c_\6.0
_C
AD_
BI
M\6.2
_W
ork
_In_Pro
gress\
U-5739\
Road
way\
Func\
U5739_
RD
Y_P
SH-08.d
gn
US
ER:
Charris
DA
TE:
6/24/2016
NC
DO
T_pdf
_color_e
ng_50.plt
PL
OT
DRI
VE
R:
2:1
3:0
9
PM
TI
ME:
U5739_
RD
Y_P
LO
T.t
bl
U-5739
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
70
75
-L- PC Sta. 79+07.57
80
-L-
F
F
C C
F
F
F C C
F
F
C
C
C
C
C
C
F
F
CC
F
C
F
FF
C
FF
F
F
STIL
LW
OO
D
DR
GREEN
CREST CIR
GREEN
CREST CIR
GAS STATIONWILCO HESS
MINI STORAGESTOR-MOR
CDL TRAINING
RECYCLINGAIC METAL
GENERALDOLLAR
24258RICHLANDS HWY
ALTERNATE 2
FUNCTIONAL
EXISTING GROUND
PROPOSED PROFILE
PI = 69+00.00
EL = 39.58'
(-)0.3219% (+)0.3000%
VC = 370'
K = 595
PI = 72+35.00
EL = 40.59'
(+)0.3000% (-)0.5178%
VC = 300'
K = 367
(-)0.5178%
DS = 80 mphDS = 75 mph
66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00
-10
0
10
20
30
40
50
60
70
-10
0
10
20
30
40
50
60
70
-L-
8
SEE S
HEET 9
MA
TC
HLIN
E -L- STA. 80+
00
MA
TC
HLIN
E -L- STA. 66+
00, SEE S
HEET 7
Page 6
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/99
RE
VISIO
NS
PE
NT
AB
LE:
FI
LE:
North_
Carolina_
De
pt_of
_Transportatio
n\2014_16_Pla
nnin
g _
Desig
n_
LS
A\
NC
DO
T-
U5739-
TO1_c_\
NC
DO
T-
U5739-
TO1_c_\6.0
_C
AD_
BI
M\6.2
_W
ork
_In_Pro
gress\
U-5739\
Road
way\
Func\
U5739_
RD
Y_P
SH-09.d
gn
US
ER:
Charris
DA
TE:
6/24/2016
NC
DO
T_pdf
_color_e
ng_50.plt
PL
OT
DRI
VE
R:
2:1
3:2
2 P
MTI
ME:
U5739_
RD
Y_P
LO
T.t
bl
U-5739
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
80
85
90
-L- PT Sta. 89+55.72
80
PI Sta 84+45.66
D
L = 1,048.15'
T = 538.09'
R = 1,880.00'
-L-
V = 50 mph
e = 0.04
-L-
F
C
F
F
F
F
F
F
F
F
FC
F
F
CO
UN
TR
Y S
QUIR
E LN
& CAMPER REPAIRFAIRE'S WELDING
TOWNHOMESHINSON ARMS
24258 RICHLANDS HWY
ALTERNATE 2
FUNCTIONAL
EXISTING GROUND
PROPOSED PROFILE
PI = 87+65.00
EL = 32.66'
(-)0.5178% (-)1.6428%
VC = 1,000'
K = 889
(-)0.5178%DS = 80 mph
80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00
-20
-10
0
10
20
30
40
50
60
-20
-10
0
10
20
30
40
50
60
-L-
9
-L- STA. 80+
00, SEE SH
EET 8
MA
TC
HLIN
E -L- STA. 9
4+
00, S
EE S
HEET 10
MA
TC
HLIN
E
Page 7
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/99
RE
VISIO
NS
PE
NT
AB
LE:
FI
LE:
North_
Carolina_
De
pt_of
_Transportatio
n\2014_16_Pla
nnin
g _
Desig
n_
LS
A\
NC
DO
T-
U5739-
TO1_c_\
NC
DO
T-
U5739-
TO1_c_\6.0
_C
AD_
BI
M\6.2
_W
ork
_In_Pro
gress\
U-5739\
Road
way\
Func\
U5739_
RD
Y_P
SH-10.d
gn
US
ER:
Charris
DA
TE:
6/24/2016
NC
DO
T_pdf
_color_e
ng_50.plt
PL
OT
DRI
VE
R:
2:1
3:3
6
PM
TI
ME:
U5739_
RD
Y_P
LO
T.t
bl
U-5739
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 2760195
100
105
-L- PC Sta. 105+04.08
-L-
V = 50 mph
PI Sta 107+00.38
D
L = 390.38'
T = 196.30'
R = 1,500.00'
e = 0.04
-L-
C
F
C
C
C
F
F
F
F C
F
C
F
F
C
C
F
C F
F
F
BLU
E C
REEK RD
RID
GE R
D
UNDER TIP U-5719)(TO BE RE-ALIGNED
RIDGE RD
RESTAURANTBAKER'S
MEMORIAL PARKONSLOW
SELF STORAGESTORAGE ONE
24258 RICHLANDS HWY
BLUE CREEK
ALTERNATE 22040 ADT2016 ADT
US 258US 258
(ADT IN 100's)
RIDGE RD
BLUE CREEK RD
431327
506387
10666
1913
63
910
153
8763
FUNCTIONAL
EXISTING GROUND
PROPOSED PROFILE
PI = 100+25.00
EL = 11.97'
(-)1.6428% (+)0.3000%
VC = 1,000'
K = 515
PI = 107+70.00
EL = 14.20'
(+)0.3000%
VC = 490'
K = 817
DS = 80 mph DS = 80 mph
(-)0.3000%
94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00
-30
-20
-10
0
10
20
30
40
50
-30
-20
-10
0
10
20
30
40
50
-L-
10
-L- STA. 10
8+
00, S
EE S
HEET 11
MA
TC
HLIN
E
MA
TC
HLIN
E -L- STA. 94+
00, SEE S
HEET 9
Page 8
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/99
RE
VISIO
NS
PE
NT
AB
LE:
FI
LE:
North_
Carolina_
De
pt_of
_Transportatio
n\2014_16_Pla
nnin
g _
Desig
n_
LS
A\
NC
DO
T-
U5739-
TO1_c_\
NC
DO
T-
U5739-
TO1_c_\6.0
_C
AD_
BI
M\6.2
_W
ork
_In_Pro
gress\
U-5739\
Road
way\
Func\
U5739_
RD
Y_P
SH-11.d
gn
US
ER:
Charris
DA
TE:
6/24/2016
NC
DO
T_pdf
_color_e
ng_50.plt
PL
OT
DRI
VE
R:
2:1
3:5
3 P
MTI
ME:
U5739_
RD
Y_P
LO
T.t
bl
U-5739
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
110
115
120
-L- PT Sta. 108+94.46
-L- PC Sta. 113+12.72
-L-
V = 50 mph
PI Sta 118+51.62
D
L = 1,063.82'
T = 538.90'
R = 2,700.00'
e = 0.03
-L-
FC
F
CF
F
CF
FC
F C
C
F
F C
C
F
CF
F
C
C
F
24258RICHLANDS HWY
BR
ATTO
N
DR
CAFEINTERNET
LUCKY TIME
PRODUCTSADAMS
BLU
E C
REEK
BLUE CREEK
ALTERNATE 2
FUNCTIONAL
EXISTING GROUND
PROPOSED PROFILE
(-)0.3000%
PI = 113+25.00
EL = 12.54'
(-)0.3000% (+)1.7713%
VC = 400'
K = 193
PI = 121+10.00
EL = 26.44'
(+)1.7713% (+)0.9307%
VC = 500'
K = 595
DS = 65 mph
DS = 80 mph
108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00
-30
-20
-10
0
10
20
30
40
50
-30
-20
-10
0
10
20
30
40
50
-L-
11
-L- STA. 10
8+
00, SEE S
HEET 10
MA
TC
HLIN
E
-L- STA. 12
2+
00, S
EE S
HEET 12
MA
TC
HLIN
E
Page 9
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/99
RE
VISIO
NS
PE
NT
AB
LE:
FI
LE:
North_
Carolina_
De
pt_of
_Transportatio
n\2014_16_Pla
nnin
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Desig
n_
LS
A\
NC
DO
T-
U5739-
TO1_c_\
NC
DO
T-
U5739-
TO1_c_\6.0
_C
AD_
BI
M\6.2
_W
ork
_In_Pro
gress\
U-5739\
Road
way\
Func\
U5739_
RD
Y_P
SH-12.d
gn
US
ER:
Charris
DA
TE:
6/24/2016
NC
DO
T_pdf
_color_e
ng_50.plt
PL
OT
DRI
VE
R:
2:1
4:0
8 P
MTI
ME:
U5739_
RD
Y_P
LO
T.t
bl
U-5739
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601125
130
135
-L- PRC Sta. 123+76.54
-L- PT Sta. 133+19.97
-L-
V = 50 mph
PI Sta 118+51.62
D
L = 1,063.82'
T = 538.90'
R = 2,700.00'
PI Sta 128+64.44
D
L = 943.43'
T = 487.91'
R = 1,500.00'
-L-
V = 50 mph
e = 0.03 e = 0.04
-L-
C
F
C
F
F
C
F
F
F
TO CAMP LEJUNE
NC 24
2453
258
MO
RNIN
GSIDE DR
53
RIC
HLA
NDS H
WY
BU
RG
AW
HW
Y
SHOPPING CENTERDAIL'S PLAZA
TIRE & AUTOWESTPARK
SHOPPING CENTERWALGREENS PLAZA
BANKFIRST CITIZENS
24
258
RICHLANDS H
WY
TO
MAPLE HIL
L
ALTERNATE 2
JAC
KSO
NVIL
LE
TO
FUNCTIONAL
INTERCHANGE TIP U-5716
PROJECT LIMITS TO TIE INTO
EXISTING GROUND
PROPOSED PROFILE 30.0
7
(+)0.9307%
EL. = 30.07'
-L- STA. 125+00.00
END GRADE
(PROJECT LIMITS TBD)
122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00
-20
-10
0
10
20
30
40
50
60
-20
-10
0
10
20
30
40
50
60
-L-
12
SEE SH
EET 11
MA
TC
HLIN
E -L- STA. 12
2+
00
