v
v
CO
MB
IN
ED
PU
BL
IC
HE
AR
IN
G M
AP
PR
OJE
CT
34844.1
.1 (
U-2
704B
)
ME
CK
LE
NB
UR
G C
OU
NT
Y
COMBINED PUBLIC HEARING MAP
PROJECT 34844.1.1 (U-2704B)
MECKLENBURG COUNTYC
OM
BIN
ED
PU
BL
IC
HE
AR
IN
G M
AP
PR
OJE
CT
34844.1
.1 (U
-2704B
)
ME
CK
LE
NB
UR
G C
OU
NT
Y
LEGEND
P
L
0000
0000
TO BE REMOVED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
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
LAKES, RIVER, STREAMS AND PONDS
UTILITY EASEMENT
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
PROPERTY LINES
BOYER STREET - LOCAL
MAX. SUPERELEVATION = 0.04
EXISTING TRAFFIC SIGNAL
DESIGN SPEED = 40 MPH
FUNCTIONAL CLASS =
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER
HISTORIC PROPERTY
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
DO NOT USE FOR R/W ACQUISITION
INCOMPLETE PLANS
WILKINSON BOULEVARD (US74 / 29) &
BILLY GRAHAM PKWY (SR 5901)
AREA IMPROVEMENTS IN CHARLOTTE
WIL
KIN
SO
N B
OU
LE
VA
RD
(U
S7
4 /
2
9) &
BIL
LY
GR
AH
AM
PK
WY
(S
R 5
90
1)
AR
EA
IM
PR
OV
EM
EN
TS
IN
CH
AR
LO
TT
E
WIL
KIN
SO
N B
OU
LE
VA
RD
(U
S7
4 / 2
9) &
BIL
LY
GR
AH
AM
PK
WY
(S
R 5
90
1)
AR
EA
IM
PR
OV
EM
EN
TS
IN
CH
AR
LO
TT
E
GRADE
POINT
POINT
PROFILE
GRADE
POINT
GRADE
POINT
CL
CL
CL
CL
CL
-L-
-L-
-Y2-
-Y-
-SBL-
POINT
PROFILE
PI Sta 13+01.54
= 16^ 08’ 29.4" (RT)D
D = 4^ 05’ 33.2"
L = 394.41’
T = 198.52’
R = 1,400.00’
PI Sta 13+16.53
= 10^ 30’ 27.9" (LT)D
D = 6^ 21’ 58.3"
L = 165.06’
T = 82.76’
R = 900.00’
PI Sta 26+30.14
= 34^ 39’ 44.6" (LT)D
D = 10^ 08’ 27.0"
L = 341.81’
T = 176.32’
R = 565.00’
PI Sta 30+22.31
= 43^ 43’ 17.0" (RT)D
D = 10^ 08’ 27.0"
L = 431.14’
T = 226.68’
R = 565.00’
SE = SEE PLANS SE = SEE PLANS SE = SEE PLANS
SE = SEE PLANS
-L-
-Y2-
PI Sta 26+17.37
= 16^ 57’ 00.0" (RT)D
D = 1^ 00’ 00.0"
L = 1,695.00’
T = 853.74’
R = 5,729.58’
PI Sta 21+07.33
= 136^ 45’ 41.8" (RT)D
D = 15^ 00’ 00.3"
L = 911.74’
T = 963.80’
R = 381.97’
PI Sta 24+01.95
= 29^ 16’ 28.0" (LT)D
D = 13^ 59’ 59.5"
L = 209.11’
T = 106.89’
R = 409.26’
PIs Sta 11+65.10
s = 1^ 30’ 28.0"F
Ls = 200.00’
LT = 133.34’
ST = 66.67’
PI Sta 16+26.69
= 11^ 52’ 00.4" (RT)D
D = 1^ 30’ 28.0"
L = 787.03’
T = 394.93’
R = 3,800.00’
PIs Sta 21+07.62
s = 0^ 44’ 59.8"F
s = 1^ 30’ 28.2"F
Ls = 200.00’
LT = 111.20’
ST = 88.82’
PI Sta 24+43.72
= 3^ 22’ 22.1" (RT)D
D = 0^ 45’ 00.0"
L = 449.71’
T = 224.92’
R = 7,639.44’
PIs Sta 27+35.17
s = 0^ 45’ 00.0"F
Ls = 200.00’
LT = 133.33’
ST = 66.67’
PI Sta 19+50.75
= 9^ 04’ 10.1" (RT)D
D = 1^ 47’ 25.8"
L = 506.53’
T = 253.80’
R = 3,200.00’
-Y- -Y1-
-SBL-
-Y3-
POTSta. 39+41.64
TS
Sta
. 10+
31.7
6
-SBL-
35
-L- POT Sta. 10+00.00 =
-Y1- POT Sta. 26+08.07
-Y1- POT Sta. 10+00.00=
-SBL- POC Sta. 13+70.83
-Y2- POT Sta. 15+59.01 =
-SBL- POT Sta. 29+76.80
-SBL--SBL-
-L- POT Sta. 35+42.87=
-Y3- POT Sta. 15+70.66
-L- PCSta. 12+33.77
-L- PTSta. 13+98.83
-L- PCSta. 24+53.83
-L- PRCSta. 27+95.63-L- PTSta. 32+26.78
-Y2- PTSta. 14+97.43
-Y2- PCSta. 11+03.02
-Y- PCSta. 17+63.64
-Y- PTSta. 34+58.64
-Y1- PCSta. 22+95.06
-Y1- PTSta. 20+55.27
-Y1- PTSta. 25+04.16
-Y1- PCSta. 11+43.53
-SBL- SCSta. 12+31.76
-SBL- CSSta. 20+18.80
-SBL- SCSta. 22+18.80
-SBL- CSSta. 26+68.50
-SBL- STSta. 28+68.50
-SBL- POTSta. 39+61.21
-Y3- PCSta. 16+96.95
-Y3- PTSta. 22+03.49
POTSta. 10+00.00
-Y2- POTSta. 10+00.00=
-L- POTSta. 15+90.00
1 - 6X8 B
ARREL
C
C
C
F
C
C
F
C
C
C
F
F
C
C
F
F
C
C
F
F
F
F
C
FC
F
F
C
C
C
F
F
C
C
C
F
F
F
F
C
C
F
FF
FCCC
F
C
C
F
F
C
F
C
C
F
F
C
C
FF
F
F
F
FF
F
FC
C
C
C
C
C
F
F
F
FC
C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
C
FF
F
F
F
C
F
F C
F
F
FFF
FF
F
C
C
F
F
C
F
C
F
F
F
C
CA
C
A
CA
CA
CA
CA
CA
CA
CA
C
A
CA
C
A
CA
CA
CA
CA
CA
CA
CA
C A
CA
CA
C
A
C
A
CA
CA
CA
CA
CA
TO I - 77
TO I - 485T
O U
PT
OW
N C
HA
RL
OT
TE
BEGIN CONSTRUCTION
-Y1- POT STA. 10+30.00
BEGIN CONSTRUCTION
-Y- POT STA. 17+50.00
END CONSTRUCTION
-Y- POT STA. 38+34.50
END TIP PROJECT U-2704B
-L- POT STA. 35+24.85
3775
4430
3000
10670
2675
12300
3350
2150
4169
7775
4169
7775
1925
8300
788
1400
3600
4325
34275
41650
1075
6100
1638
3600
2009 ADT
2030 ADT
34219
42775
3550
4300
3650
4350
2700
<100
2750
7700
-L- POT STA 10+00.00 =
-Y1- POT STA 26+08.07
BEGIN TIP PROJECT U-2704B
30+
00
35+
00
PROPOSED BOYER ST EXT-L-
48’
68’
88’
103’
103’
92’
80.5’
-Y- U
S 7
4 (W
ILK
INS
ON
BL
VD
)
64’
4’ 64’ 4’
4’
52’
40’
12’
16’
52’ 36’
36’
4’
TRAFFIC DIAGRAM
2009 ADT
2030 ADT
TRAFFIC DIAGRAM
BOYER ST.
4600
7100
2163
1400
1700
13003900
25034750
45100
33994
42775
4557
4250
3938
775
2009 ADT
2030 ADT
TRAFFIC DIAGRAM
BO
YE
R
ST
.
OLD
DO
WD
RD.
4544
8100
4557
4250
2009 ADT
2030 ADT
TRAFFIC DIAGRAMWILKINSON BLVD.
BOYER ST.BOYER ST.
WILKINSON BLVD.
16400
29325
45448100
15675
37520
2009 ADT
2030 ADT
TRAFFIC DIAGRAM
I-85 SERVICE RD.
I-85 SERVICE RD.
BOYER
ST. EXT.
3600
4325
3875
6600
3875
2725
END CONSTRUCTION
-SBL- POT STA. 37+80.00
WIT
HR
OW
RD
-Y
2-
-Y- U
S 7
4 (W
ILK
INS
ON
BL
VD
)
SR 5901
BOYER ST.
WIT
HR
OW
RD
.
SR 5901
BOYER ST.
-Y3- S
CO
TT
FU
TT
RE
LL
DR
-SBL- SR 5901 / BILLY GRAHAM PKWY-
/ BILLY GRAHAM PKWY-
-SBL- SR 5901
4’
20+
00
15
+0
0
25
+0
0
-Y1-
BOYER ST
OLD
DO
WD
RD
.
I-85 N
BL
I-85 S
BL
BO
YE
R S
T
/ BILLY GRAHAM PKWY-
-NBL- SR 5901
MU
LBER
RY
CH
UR
CH
RD
MU
LB
ER
RY
CH
UR
CH
RD
-NBL- SR 5901 / BILLY GRAHAM PKWY-
EDWIN R. McCOY, III, et al.
DEREK D. BARKER
IRREVOCABLE
TRUST
CHARLES L.
HELTON
CROWN CENTRAL
PETROLEUM
CORPORATION
EDWIN R. McCOY, III, et al.
ANNIE McCOY BRADFORD
EUNICE
WATSON
McCOY
EUNICE
WATSON
McCOY
JAMES A. WORTHY
FLORIAN
BALAJ
CHARLES A. VENUTO,
LIVING TRUST
FRANK J.
UPCHURCH, SR.
& PATRICIA
U. O’NEILL,
TRUSTEES
FLORIAN
BALAJ
MOREHEAD PROPERTIES, INC.
THE CHARLOTTE-MECKLENBURG
BOARD OF EDUCATION
J.C. BROOKSHIRE
K & K INVESTMENTS
BHUPEUDRA M. SHAH
LARRY D. ALMOND
GARY LEE WALKER, et al.
AIRPORT WAREHOUSE
AT CHARLOTTE, LLC
HILDRETH M. LUNA
HILDRETH M. LUNA, TRUSTEE
COFFEY’S BODY SHOP
JERRY W.
WITHROW,
et al.
CITY OF CHARLOTTE
BILLY GRAHAM
PARKWAY PARTNERS
PARKWAY SYSTEMS, LLC
CITY OF CHARLOTTE
A. L.
HARGETT
CITY OF
CHARLOTTE
TOMMY LEE
CARVER, JR.
CITY OF
CHARLOTTE
CITY OF
CHARLOTTE
EQUISTAR CHARLOTTE
COMPANY, LLC
WADE G.
GOIN
EQUISTAR CHARLOTTE
COMPANY, LLC
EQUISTAR CHARLOTTE
COMPANY, LLC
BGP PARTNERS II
LIMITED PARTNERSHIP
CITY OF
CHARLOTTE
CITY OF
CHARLOTTE
R & H
REALTY
CO.
ROBERT
WILLIAM
HEFFNER
JERRY W.
WITHROW,
et al.
CITY OF
CHARLOTTE
CITY OF
CHARLOTTE
MADHUSUDAN
B. MEHTA
HARRY LEE
PAYNE
BNY WESTERN TRUST COMPANY
UNDER
TOSCO TRUST NO. 1999-C
JOHN W.
BYRD, SR.
BGP PARTNERS II
LIMITED PARTNERSHIP
HISTORIC PROPERTY
VON
PATEL
H. MICHAEL
McCOY, et al.
HISTORIC PROPERTY
BLANCHE
ROSS
KILLOUGH
ELVERSON C. HORNE, JR.
JONATHON D. HORNE
DOUGLAS E. COFFEY
CITY OF CHARLOTTE
JOYCE L. JAMIESON, et al.
I-85 N
BL
I-85 S
BL
SCOTT FUTTRELL DR
SCOTT FUTTRELL DR
.02.02
VAR. 2:1 TO 6:1
.02.02
1:1
VAR. 2:1 TO 6:1
VAR. 2:1
TO 6:1
2’
.02
12’ 10’2’10’
VAR. 2:1 TO 6:1
1:1
VAR. 2:1 TO 6:1
VAR. 2:1
TO 6:1
2’12’ 12’ 10’2’10’ 12’ 4’12’
MONO.
ISLAND
EXISTING PAVEMENT
12’ VAR. 12’ TO 28’
.02.02
.02
.02.02
11’ 11’ 11’ 11’ 11’ 11’
EXISTING PAVEMENT PAVEMENTEXISTINGVAR. 2:1 TO 6:1
10’
.02
2’2’10’
.02
VAR. 2:1 TO 6:1
12’
.02 .02
VAR. 0’ TO 12’ VAR.
4’-12’
MONO.
ISLAND
12’
4’
.08
2’ FDPS 2’ FDPS
8’
11’ W/GR
8’
11’ W/GR
VAR. 2:1 T
O 6:1
1:1
VAR. 2:1 T
O 6:1
1:1
VAR. 2:1 T
O 6:1
1:1
VAR. 2:1 T
O 6:1
.08
VAR. 2:1 TO 6:1VAR. 2:1 TO 6:1
EXISTING
6:1
6:1
EXIST.
MEDIAN
6’ 10’18’10’
8’ FDPS
24’ EXISTING
VARIABLE
SLOPE
8’ VC
12’
PAVEMENT6:1
VARIABLE SLOPE
TYPICAL SECTION BOYER ST. DUAL LEFT TURNS
TYPICAL SECTION BOYER ST. CENTER TURN LANE
TYPICAL SECTION WITHROW RD.
12’
2:1
1:1
TYPICAL SECTION
WILKERSON BOULEVARD (US 29 / 74)
TYPICAL SECTION
BILLY GRAHAM PKWY (SR 5901) SB LANES
70’
45’
90’
90’
45’
60’
75’
75’
130’
135’ 7
0’
60’
45’
65’
65’
150’
130’
130’
30’
140’
