F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
F
C
F
C
C
C
C
C
A
CA
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
CA
C
F
F
F
F
F
F
F
C
A
C
A
CA
CA
CA
CA
C
A
CA
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
CA
C
A
CA
C
A
CA
C
A
CA CA CA
CA
C
A
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
F
C
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
F
F
C
C
C
C
CF
F
F
C
F
C
F
C
F
C
F
F
F
F
C
C
F
F
C
F
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F
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F
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C
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F
C
F
C
F
F
F
FF
F F F
F
F
F
F
F
F
F
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C
F
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F
F
F
F
FF
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
F
C
F
C
F
C
F
F
F
F
F
F
F
F
F
F
C
F
C
F
C
F
C
C
C
C
F
C
C
F
C
F
C
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
C
F
C
F
F
F
F
F
F
C
C
CC
CC
CC
C
F
C
F
C
F
C
F
C
CC
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C
C
C
C
F
C
F
F
F
F
F
F
F
F
F
F
FF
FF
F
F
F
FC
C
CC
C
C
C
C
C
C
C
C
C
C C
C
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
CC
C
C
C
C
C
C
C
C
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
FF
F
FF
F
F
F
F
F
F
F
FF
F
F
C
C
C
CCF
F
F
F
FF
F
F
F
F
FF
2SBKD
2SBK
D
2SB
KD
U/C
2S
BK
D
MTL C
AN
OPY
MTL CANOPY
S
1SBKD
72" WD
72" W
D
36" WD
36" WD
48" BK
WALL
PO
OL
2SFD
G
CONC
G
2SBD
CONC
POO
L
2SMD
2SFD
2SFD
2S
FD
2SFD
2SFD
72" W
D
60" WD
48" B
K W
ALL
2SBK
D
2S
BK
D2S
BK
D
2S
BK
D
36" C
HL
BK
WALL
BK
WALL
2SBKD
NE
W B
UIL
DIN
G S
INC
E
DA
TE
OF
PH
OT
OG
RA
PH
Y2S
BK
D
72" WD
PO
OL
1SBK BUS
CO
NC
SO
CC
ER
FIE
LD
v
v
v
v
v
v
CB
CB
CB
CO
NC
60"
60" CONC
DI
DI
BK WALL
BK WALL
CO
NC
CB
CB
S
2SFD
CONC
2SFD
2SFD
CO
NC
CONC
2SFD
2SFD
CO
NC
CONC
2S
FD
2S
FD
CONC
CONC
2S
FD2
SF
D
CONC
CONC
2S
FD
2SFD
WDD
ECK
48"W
D
72" WD
72" WD
BK
CO
LU
MN
S
S
CONC
1SBKD
W
G
S
48" CHL
48" CHL
48" C
HL
1SBKD
BK PORCH36" CONC
12" CONC
W
36" CONC
12" CONC
S
48" C
HL
48" CHL
1SBKD
WD
DE
CK
BK
PLANTER
24" CONC
S
15" CONC
CONC
BRICK
PORCH
48" WD
36" W
D P
OS
T&
CH
AIN
36" W
D P
OS
T&
CH
AIN
GATE
S
72" W
D
1SFD
ABAND
BK COLUMNS
1SBKD
NE
W B
UIL
DIN
G S
INC
E
DA
TE
OF
PH
OT
OG
RA
PH
Y
1SB
K B
US
1SBK BUS
ATM
24" C
ON
C
CB
CB
CB
CB
CB
CB
DI
CO
NC
72" W
D
1SB
W
ST
AIR
S
72" B
K
WA
LL
CO
NC
WA
LL
v
WD
CANOPY
60" CON
C
60" CONC
60" C
ON
C
CO
NC
60"
60" CONC
MT
LL
T
S
CB
48" C
ON
C
CO
NC
1SBK BUS
48" CONC
MT
L/B
K
CA
NO
PY
1S
BK
BU
S
CO
NC
S CO
NC
48" C
HL
/1SB
W
54" WD
FL
AG
PO
LE
S
S
2SBKB
WD PLANTERS
BK&CONCWALL
W
60" CONC
WD PLANTERS
BL
K R
ET
AIN
WA
LL
S
36" W
D P
OS
T &
1 S
CH
AIN
36" W
D P
OS
T &
1 S
CH
AIN
S
48" C
HL
1SBK BUS
1SBK BUS
CB
CB
CB
DI
CB
CB
CB
DI
CB
DI
1SB
W
1SB
W
1SB
W
1SB
W
1SB
W
1SB
W
SO
CC
ER
FIELD
60" CONC
36" VINYL FENCE
2SF&BKD
WD
DECK
48" CONC
60" C
ON
C
48" C
HL
48" C
HL
48" C
HL
48" C
HL
48" C
HL
48" C
HL
2’ C
ON
C
1SBW
1SB
W
1SB
W
4’ C
HL
1SB
W
48" CONC
48" C
HL
48" C
HL
48" C
HL
DI
DI
DI
DI
DI
DI
DI
DI
DI
24" C
ON
C
DI
DI
DI
DI
DI
DI
DI
DI
18" C
ON
C
DI
DI
DI
18" CONC
CB
12" C
ON
C
CB
CB
24" C
ON
C
CB
DI
DI
18" CONC
DI
CB
DI
DI
DI
DI
CO
NC
WW
CO
NC
WW
CO
NC
HW
CO
NC
WW
CO
NC
WW
CO
NC
HW
12" C
ON
C
15" C
ON
CD
I
DI
CB
CB
18"
CO
NC
18" CONC
15" C
ON
CDI
18"C
ON
C
NO
DIR
EC
TIO
N
18"C
ON
C18"C
ON
CC
B
DI
18"C
ON
C
18" C
ON
C
DI
18" C
ON
C
OT
HE
R E
ND
IS B
UR
IED
FU
LL
OF
ST
AN
DIN
G
WA
TE
R
24" C
ON
C
CONC HW & WW
6" C
ON
C
12" CONC
18" C
ON
C
18"
CO
NC
18" CONC
FULL OF STANDING WATER
NO PIPES FOUND
24" C
ON
C
CB
DI
END UNOBTAINABLE
24" C
ON
C
DI
24" C
ON
C
24" C
ON
C
18" C
ON
C
DI
DI
24" C
ON
C
END UNOBTAINABLE
18" CONC
18" CONC
DI
18" CONC
END UNOBTAINABLE
42" CONC
36" CONC
18" C
ON
C
24" C
ON
C
36" CONC
42" CONC
15" CONC
15" CONC
15" CONC
15" CO
NC
15" CONC
15" C
ON
C
15" CO
NC
15" CON
C
18" C
ON
C
15" CON
C
15" CO
NC
24" C
ON
C
15" CONC
30" CONC
30" CONC
72" C
ON
C
18" CO
NC
15" C
ON
C
15" C
ON
C
EN
D U
NO
BT
AIN
AB
LE
8" T
C
SOCCER FIELD
S67^51’3
2"E
60.2
0’
N67^39’4
5"W
7.6
8’
N68^28’0
7"E
240.6
8’
N22^53’34"W225.40’
N67^08’3
1"E
204.5
5’
R= 5
9.0
0’
L= 9
2.8
3’
CH
D= S
67^55’1
0"E
83.5
5’
S43^34’04"E
344.17’
R=75.00’
L= 28.27’
CHD= N12^07’14" W
28.10’
R= 125.00’
L= 47.11’
CHD= N 12^07’36"W
46.83’
R= 2
4.00
L=37.7
0’
CH
D= N
22^06’25"E
33.94’
N87^38’19"E
19.73’
R= 5
31.3
5’
L= 2
08.8
3’
CH
D= N
49^16’2
2"E
207.4
9’
N65^00’2
7"E
243.6
1’
S85^10’3
4"E
76.0
2’
S28^15’4
2"W
114.08’
S39^54’1
6"W
126.6
0’
N18^21’48"W
33.46’N18^18’08"W
49.29’
S63^11’3
6"W
92.8
9’
S71^40’5
9"W
90.0
0’S
71^39’1
8"W
76.6
8’
N51^16’35"W
121.61’
S75^15’3
9"W
87.1
5’
46.8
1’
26.9
1’
N71^39’5
0"E
90.0
0’
N22^57’33"W40.11’
R=24.00’L=19.47’ CHD= N00^18’28"E 18.94’
S67^04’02"W
241.8
2’
N70^31’3
1"E
185.4
0’
S88^46’49"E
152.0
4’
N65^00’3
7"E
199.5
8’
N65^00’3
7"E
147.7
8’
S32^29’37"E
170.31’
N8
2^2
5’5
1"E
14
0.1
7’
N57^27’3
6"E
86.1
1’
N57^57’2
0"E
N14^36’46"E
S75^55’14"W
283.6
3’
N75^52’47"E
268.5
3’
N75^55’47"E
326.9
6’
N75^54’3
1"E
309.8
5’
N71^35’1
6"E
320.0
8’
EIP
12.6
5’
30.0
9’
S75^28’3
1"W
282.8
1’
N75^25’3
1"E
269.6
4’
30.0
8’
S8
2^3
0’1
1"W
30
6.7
9’
N29^53’55"W
262.97’
N14^36’46"E100.11’
N39^44’3
4"E
180.4
5’
WEDDINGTON PARK, LP
FORREST L. HARRIS, JR.
MARK OIL COMPANY, INC.
EIP
EIP
EIP
S67^06’04"W
200.4
2’
S67^05’47"W
240.4
7’
S22^53’37"E
193.57’
S22^54’37"E 146.93’
CHARLOTTE MARKET ASSOC.
CHRISTY MOORE
HARGETT FAMILY PARTNERSHIP
C. EUGENE MCCARTHA
ERIC MEYERS
MICHAEL J. MCHUGH
NAHUM ARBEL GREG B. SCHUTZMAN
KRIS G. CARRARA
HORACE D. BALLARD
B.C. FINCHER, JR., ET AL
CLARA M. HEDBERG TRUST U/A
BRANDON G. HARGETT
S81^57’0
7"E
65.0
0’
EX
IST
ING
R/W
70.0
0’
EX
IST
ING
R/W
EXISTING R/W
EXISTING R/W
N82^59’00"E
18
8.0
1’
S81^53’3
7"E
171.6
4’
R=1562.77
L= 55.94’
CHD= S20^12’22"E
55.94’
R=1562.77
L= 22.99’
CHD= S18^45’45"E
22.99’
S49^39’4
8"W
106.8
3’
S55^45’4
2"W 2
95.3
8’
N56^05’3
5"E
324.3
4’
N56^05’35"E
330.1
3’
27.0
5’
N70^08’0
8"W
78.1
3’
S19^51’52"W
529.91’
S19^14’45"W
445.74’
S70^45’1
6"E
46.5
0’
N62^19’4
5"E
153.6
3’
N62^19’4
5"E
420.6
4’
N62^19’4
6"E
36.0
3’
N00^28’09"W
32.00’
N00^28’08"W
565.12’
N57^29’2
1"E
195.3
7’
50.0
0’
EX
IST
ING
R/W
N24^11’49"W 115.33’
S36^2
6’5
2"W
1314.0
6’
60.00’
EXISTING R/W
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
29.9
4’
S64^45’2
1"W
306.5
6’
S67^51’3
0"E
57.5
9’
EIP
EIP
EIPEIP
EIP
EIP
EIP EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIPEIP
EIP
EIPEIP
EIP
EIP
EIP
EIP
EIPEIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EX
IST
ING
R/W
EX
IST
ING
R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EX
IS
TIN
G R
/W
EX
IST
ING
R/W
R/W MON
R/W MON
R/W MON
R/W MON
EIP
EIP
EXISTING R/W
EXISTING R/W
80.00’
EXISTING R/W
EX
IST
ING
R/W
EXISTING R/W
EXISTING R/W
50.0
0’
EX
IS
TIN
G R
/W
75.0
0’
EX
IS
TIN
G R
/W
82.00’
EXISTING R/W
EX
IST
ING
R/W
40.0
0’
EX
IS
TIN
G R
/W
S71^09’4
9"W
509.5
8’
6.2
1’
N80^21’2
9"W
392.3
2’
S76^28’3
3"W
357.4
0’
S42^33’00"E
1498.05’
N79^52’3
3"W
376.9
7’
EIP
EIP
EIP
EIP
100.00’ EXISTING R/W
7.3
8’
5.7
3’
6.4
7’
5.2
6’
5.0
0’
S05^02’20"W
187.95’
55.0
0’
EX
IS
TIN
G R
/W
EIP
16.4
5’
6.65’
S71^12’4
8"W
483.3
8’
N18^47’12"W
393.63’
R/W
VA
RIE
S
R/W
VA
RIE
S
50.0
0’
EX
IS
TIN
G R
/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
R/W
VA
RIE
S
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EX
IST
ING
R/W
S18^42’57"E
140.00’
S18^42’57"E
221.33’
70.0
0’ E
XIS
TIN
G R
/W
EIP
EIP
PR
OP
ER
TY
SC
AL
ED
FR
OM
TA
X M
AP
30.1
2’
S68^04’0
5"E
56.11’
EIP
EIP
EIP
EIP
EIP
EIP
EX
IST
ING
R/W
EX
IST
ING
R/W
EX
IST
ING
R/W
EX
IST
ING
R/W
EX
IST
ING
R/W
EX
IST
ING
R/W
R/W MON
EIP
EIP
S8
2^2
6’3
1"W
427.4
5’
N43^34’04"W
767.80’
N22^52’27"W283.15’
N46^25’5
6"E
305.0
0’
S22^54’49"E 353.00’
S51^5
9’3
7"E
84.9
5’
N37^57’0
9"E
102.8
8’
S16^32’48"E52.62’
S05^52’18"E
92.66’
S05^52’09"E
61.97’
S05^51’12"E
74.35’
S05^51’00"E
54.25’
S26^26’24"E 284.66’
N22^55’59"W197.62’
EX
IST
ING
R/W
S80^21’1
1"E
90.0
2’
S18^16’47"E76.30’
N18^24’20"W
73.41’
N18^19’47"W
41.01’
N18^21’30"W40.97’
S24^01’47"E146.86’
N24^14’03"W 138.45’
N24^14’03"W96.27’
N24^12’34"W36.45’
N24^12’34"W117.03’
S26^17’22"E 180.67’
EXISTING R/W
EXISTING R/W
N29^55’01"W 336.82’
S29^55’00"E 80.24’
S29^48’32"E 62.68’
S30^03’46"E 41.12’
S29^49’28"E 41.89’
S29^54’07"E 41.99’
S30^12’29"E 18.06’
EIP
EIP
EIP
EIP
EIPEIP
EIP
EIP
S67^04’5
1"W
157.7
6’
N26^02’14"W 315.91’
N48^41’17"W
161.37’
S82^16’4
9"E
163.7
3’
N18^45’19"E
187.69’
N70^45’1
5"W
463.3
7’
S70^08’0
9"E
274.5
0’
N00^28’08"W
711.49’
N80^23’3
3"W
162.6
0’
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
N80^32’4
5"W
49.2
5’
N80^03’5
8"W
74.2
1’
N80^26’4
5"W
94.6
2’
N80^31’0
0"W
39.2
4’
N80^17’0
5"W
108.5
1’
N80^36’4
3"W
18.6
5’
25.0
0’
EX
IST
ING
R/W
N21^05’51"W216.96’
N67^50’4
1"E
608.1
2’
EIP
S56^36’4
6"E
314.2
0’
S56^38’4
6"E
786.2
5’
S01^45’25"E
771.86’
N8
4^55
’14
"E
157.9
7’
N62^25’1
4"E
237.6
0’
N79
^55
’14"E
264.0
0’
N76^25’54"E
235.8
3’
EX
IST
ING
R/W
EX
IS
TIN
G R
/W
60’ A
S S
HO
WN
ON
ME
CK
LE
NB
UR
G C
OU
NT
Y T
AX
MA
PP
IN
G
314.2
0’
S56^36’4
6"E
463.3
7’
N70^45’1
5"W
IRVIN B. BOYLE
YMCA OF GREATER CHARLOTTE
CH
AR
LO
TT
E M
AR
KE
T A
SS
OC
.
YMCA OF GREATER CHARLOTTE
CHARLOTTE MARKET ASSOC.
NC DEPT. OF
TRANSPORTATION
MECKLENBURG COUNTY
ABC BOARD
12
34
5
6
7
8
9
10
11
1
2
3
4
5
6
7
8
9
10
11
KEITH M HASKETT AND SHANNON HASKETT
DAVID E FREEMAN AND YVONNE R FREEMAN
MORTGAGE CORP FEDERAL HOME LOAN
KAILAN LLC
CATHERINE R NESMITH
DEBORAH S DAVIDSON
SARAH PRESSON BREEDLOVE
JONATHAN D DYGERT AND TRACY H DYGERT
JENNIFER L BOLTON
SANDRA A GRIMMETT
KAREN B. GARFEIN AND ABBY D GAREIN
MCMAHAN LEONARD J
HOOKS JOAN C
UNKNOWN
UNKNOWN
12
13141516
17
18
19
12
13
14
15
16
17
18
19
COAN CHRISTIN A
RANSEHOUSEN STACEY
FUCHS MICHAEL
ESTEP WILLIAM CRAIG
CYNTHIA E.
JOHNSON
GARY E. STALLINGS
JOHN TIMMERMAN
LAYTON
AND
CAROLYN SQUIRES
MARY ETTA
TEDDER
HARGETT FAMILY PARTNERSHIP
CHASE, INC.
BRANSEN L. PATCH
CK PLANTATION MARKET #3, LLC
CK PLANTATION
MARKET #3, LLC
STERRETT
M TODD
CHASE, INC.
CHASE, INC.
CHARLES LEIGHTON
CHASE, INC.
RICHARD E.
BLAKE, JR.
STEVEN W. MORRIS
JOHN M.
BUHLINGER
HOSSEIN
BAKHTIYARI
MARIE ANNE
HASSEL
GERALDINE
MAHONEY,
TRUSTEE
DENNIS EDWARD
O’KEEFFE
BARRETT INVESTMENTS II LLC
EIP
EIP
R/W
R/W
R/W
R/W
R/W
DAVID W.
JOHNSON
HENDERSON A
DUKE
BRUCE G
MYERS
MARY
ELIZABETH
LOUGHERY
FOREST
W GARVIN
ROBERT
J PALMER
DARIN
W FORD
MARK
M HARRISON
PAUL W III
SULTAN
JACQUELINE
W TINSLEY
THOMAS
COLMAN
CRAIG
RODERICK
A MANNING
MAHMOUD
SHOKAIR
MARVIN E
JR KEMP
ARTHUR
R MULLIS
SHEILA A
JOHNSON
MICHAEL
MUSIALOWSKI
WILLIAM
J HULSEN
JOSEPH C JR CALDAREA
THOEDORE
E III LIDE
ANDREA
H STEVENS
RANDALL
W LOMAN
OMER
S III GROSS
WILLIAM
J HARTMAN
DON GALLOWAYHOMES INC
MCANDREWROBERT E
CASEY
CONNIE C
SERAFINE
FLORA M
DON GALLOWAYHOMES INC
DON GALLOWAY
HOMES INC
PEARSON-MCALPINE LAND CORP
N 6
6^ 5
3’ 0
1.4
" E
PI Sta 13+96.83
= 10^ 48’ 40.6" (RT)
D
D = 5^ 43’ 46.5"
L = 188.69’
T = 94.63’
R = 1,000.00’
N 7
7^ 4
1’ 4
2.0
" E
N 6
7^ 0
1’ 4
4.1
" E
N 6
8^ 1
2’ 1
8.2
" E
N 6
5^ 5
7’ 3
3.3
" E
PI Sta 11+01.56
= 31^ 26’ 50.6" (RT)
D
D = 44^ 04’ 25.2"L = 71.35’
T = 36.60’
R = 130.00’
POTSta. 12+04.01
-Y- POT Sta. 10+00.00
-Y- PC Sta. 13+02.20
-Y- PT Sta. 14+90.89
-Y- POT Sta. 18+96.24
-Y1- POT Sta. 11+99.48
-Y2- POT Sta. 10+00.00
-Y1- POT Sta. 10+00.00
-Y2- POT Sta. 12+39.15
-Y3- POT Sta. 1
0+00.00
-Y3- P
C Sta. 10+64.96
-Y3- P
T Sta. 11+36.31
-Y-
-Y- POC Sta. 14+46.19
-Y3-
-Y6- POT Sta. 21+23.45
(58.0’ LT)
(58.0’ RT)
S 8
2^ 3
5’ 3
6.1
" E
15+00
N 7
5%
%d 2
8’ 3
2.3
" E
N 8
4%
%d 4
6’ 3
1.1
" E
10
POT Sta. 11+97.30
N 8
3%
%d 1
5’ 1
8.4
" E
-Y7- P
OT S
ta. 1
3+87.1
4
-Y7- POT Sta. 10+00.00
-Y4- POT Sta. 12+41.92
-Y5- POT Sta. 10+00.00
-Y4- POT Sta. 10+00.00
-L- POC Sta. 36+95.05 =
-L- POC Sta. 36+64.00 =
-Y6- PO
T Sta. 37+
00.00
PIs
Sta
11+
34.1
2F
s = 1
9%
%d 0
5’ 5
4.9
"L
s =
200.0
0’
LT
= 1
34.1
2’
ST
= 6
7.3
8’
PI S
ta 1
2+
82.9
8=
30%
%d 5
5’ 2
8.2
" (R
T)
DD =
19%
%d 0
5’ 5
4.9
"L
= 1
61.9
2’
T =
82.9
8’
R =
300.0
0’
PIs S
ta 1
4+
59.1
3F
s = 1
3%
%d 3
4’ 0
7.6
"F
s = 1
9%
%d 1
0’ 1
8.3
"L
s =
200.0
0’
LT
= 1
08.3
8’
ST
= 9
7.2
1’P
I S
ta 2
3+
18.9
4=
121%
%d 5
7’ 2
2.9
" (RT
)
DD =
13%
%d 3
8’ 3
0.7
"L
= 8
93.9
9’
T =
757.0
2’
R =
420.0
0’
S 7
4%
%d 0
0’ 0
0.0
" W
10
15+00
20+
00
25+00
PIs S
ta 1
1+
33.3
8F
s = 4
%%
d 4
5’ 1
7.4
"L
s =
200.0
0’
LT
= 1
33.3
8’
ST
= 6
6.7
1’
PI S
ta 1
7+
04.5
0=
45%
%d 2
6’ 0
6.2
" (LT
)
DD =
4%
%d 4
5’ 1
7.4
"L
= 9
55.5
5’
T =
504.5
0’
R =
1,2
05.0
0’
PIs S
ta 2
2+
22.2
7F
s = 4
%%
d 4
5’ 1
7.4
"L
s =
200.0
0’
LT
= 1
33.3
8’
ST
= 6
6.7
1’
PIs S
ta 2
4+
89.3
1F
s = 1
3%
%d 5
8’ 2
8.5
"L
s =
200.0
0’
LT
= 1
33.7
5’
ST
= 6
7.0
5’
PI S
ta 2
8+
46.3
3=
70%
%d 4
1’ 2
4.1
" (RT
)
DD =
13%
%d 5
8’ 2
8.5
"L
= 5
05.8
5’
T =
290.7
8’
R =
410.0
0’
S 7
9%
%d 0
0’ 0
0.0
" W
30+00
25+
00
20+
00
15+00
-RPD- PT Sta. 30+61.40
-R
PD
- S
C S
ta. 2
5+
55.5
5
-R
PD
- S
RS
Sta
. 23+
55.5
5
-R
PD
- C
S S
ta. 2
1+
55.5
5
-RPD
- SC
Sta. 1
2+00.0
0
-RPD
- ST Sta. 10+
00.00
-RPD- POT Sta. 33+09.81-LPD- POT Sta. 26+52.96
-LPD
- ST Sta. 10+00.00
-LPD- SC Sta. 12+00.00
-LPD- CS Sta. 1
3+61.92
-LPD
- SC
Sta
. 1
5+61.9
2
-LPD- PT Sta. 24+55.91
PO
T S
ta. 1
0+
00.1
5
15
PC
Sta
. 1
5+
65.8
9 PT
Sta
. 1
9+
26.9
0
20
PC
Sta
. 24+
95.6
6
25
30
PT
Sta
. 30+
22.0
1
PC
Sta
. 3
3+
61.5
0
35
PT
Sta
. 3
9+
98.2
440
45
50
PC
Sta
. 5
3+
57.6
0
55
PT
Sta
. 5
8+65.4
3
60
PO
T S
ta. 6
1+03.9
4
N 18%%d 47’ 58.2" W
PI S
ta 1
7+
46.4
7=
4%
%d 0
8’ 1
2.7
" (LT
)
DD =
1%
%d 0
8’ 4
5.3
"L
= 3
61.0
1’
T =
180.5
8’
R =
5,0
00.0
0’
N 22%%d 56’ 10.9" W
PI S
ta 2
7+
65.5
4=
31%
%d 1
3’ 0
8.9
" (RT
)
DD =
5%
%d 5
5’ 5
2.5
"L
= 5
26.3
5’
T =
269.8
9’
R =
966.0
0’
N 8%%d 16’ 58.0" E
PI S
ta 3
6+
85.9
6=
27%
%d 0
8’ 4
0.7
" (LT
)
DD =
4%
%d 1
5’ 4
7.1
"L
= 6
36.7
4’
T =
324.4
6’
R =
1,3
44.0
0’
N 18%%d 51’ 42.7" W
PI S
ta 5
6+
13.6
7=
18%
%d 1
1’ 0
8.1
" (LT
)
DD =
3%
%d 3
4’ 5
1.6
"L
= 5
07.8
4’
T =
256.0
7’
R =
1,6
00.0
0’
N 37%%d 02’ 50.8" W
S 5
1%
%d 3
4’ 4
8.0
" W
PIs S
ta 1
2+
38.0
1F
s = 4
%%
d 4
5’ 1
7.4
"L
s =
200.0
0’
LT
= 1
33.3
8’
ST
= 6
6.7
1’
PI S
ta 1
5+
89.0
5=
26%
%d 3
3’ 4
0.2
" (R
T)
DD =
4%
%d 4
5’ 1
7.4
"L
= 5
58.6
1’
T =
284.4
2’
R =
1,2
05.0
0’
PIs S
ta 1
9+
43.3
2F
s = 5
%%
d 4
2’ 2
0.9
"L
s =
240.0
0’
LT
= 1
60.0
8’
ST
= 8
0.0
8’
PIs S
ta 2
2+
43.3
0F
s = 4
%%
d 5
9’ 3
3.3
"L
s =
210.0
0’
LT
= 1
40.0
6’
ST
= 7
0.0
5’
PI S
ta 2
4+
51.9
6=
13%
%d 0
8’ 0
0.8
" (LT
)
DD =
4%
%d 4
5’ 1
7.4
"L
= 2
76.2
1’
T =
138.7
2’
R =
1,2
05.0
0’
S 7
0%
%d 2
8’ 3
2.4
" W
POT Sta. 10+00.00
10
TS Sta
. 11+04.6
3
SC Sta. 1
3+04.63
15
CS Sta. 18+63.24
20
SRS Sta. 21+03.24
SC Sta. 23+13.24
25
PT Sta. 25+89.46
POT Sta. 29+41.46
ST S
ta.
10+00.00
10
SC
Sta
. 1
2+00.0
0
15
PT Sta. 19+05.32
20
POT Sta. 22+49.65
PIs
Sta
11+
34.1
2F
s = 1
9%
%d 0
5’ 5
4.9
"L
s =
200.0
0’
LT
= 1
34.1
2’
ST
= 6
7.3
8’
PI S
ta 1
9+
19.0
4=
134%
%d 4
2’ 2
1.2
" (LT
)
DD =
19%
%d 0
5’ 5
4.9
"L
= 7
05.3
2’
T =
719.0
4’
R =
300.0
0’
S 7
5%
%d 2
8’ 3
2.3
" W
N 49%
%d 16’ 48.4" E
15
20
25
30
35
45
50
10
15
20
25
30
35
40
45
50
N 49%
%d 16’ 48.4" E
0’ 50’ 100’
25’
50’
(ENGLISH)
0’ 50’ 100’
25’
50’
(ENGLISH)
LEGEND
0000
0000
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
ALL EASEMENTS
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
AND GUTTER
LAKES, RIVER, STREAMS AND PONDS
PROPOSED CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
PROPERTY LINES
C
A
MECKLENBURG COUNTY
PROJECT 34331.1.7 (R-211EC)
F. A. PROJECT NHF-117-1(54)
FUTURE INTERCHANGE OF I-485
(CHARLOTTE OUTER LOOP) AT SR 3468
(WEDDINGTON ROAD) INTERSTATE
485
INTERSTATE
485
EXISTING TRAFFIC SIGNALS
AND GUTTER
FUTURE STRUCTURES, ISLAND, CURB
PROPOSED TRAFFIC SIGNALS
LEGEND
0000
0000
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
ALL EASEMENTS
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
AND GUTTER
LAKES, RIVER, STREAMS AND PONDS
PROPOSED CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
PROPERTY LINES
C
A
EXISTING TRAFFIC SIGNALS
AND GUTTER
FUTURE STRUCTURES, ISLAND, CURB
PROPOSED TRAFFIC SIGNALS
EXISTING CONTROL OF ACCESSEXISTING CONTROL OF ACCESS
FUTURE ROADWAYFUTURE ROADWAY
CL
GRADE
POINT
1:1
1:1
GRADE TO THIS LINE
VAR SEE X-S
ECTIONS
10.0’
14.0’ W/GR
2.0’
10.0’
14.0’ W/GR
VAR SEE X-SECTIONS
VAR .
2.0’
-L- (WEDDINGTON RD.)
11’’
ORIGINALGROUND
ORIGINALGROUND
SR 3468 (WEDDINGTON RD.) TYPICAL SECTION
0.02 0.02
14.0’ 11.0’ 11.0’ 14.0’4.0’
69.0’
2.0’
CL
GRADE
POINT
12.0’12.0’14.0’ 14.0’2.0’ 2.0’
68.0’
-L- (WEDDINGTON RD.)
12.0’
0.02
0.02
BRIDGE TYPICAL SECTION
SR 3468 (WEDDINGTON RD.)
5.5’SIDEWALK
* *
* *
* *
* *
SHARED BIKE LANE*
SHARED BIKE LANE*
SHARED BIKE LANE*
SHARED BIKE LANE*
SIDEWALK
5.5’
11.0’
9.0’
DESIGN REVISED PURSUANT TO PUBLIC
COMMENT AT AUGUST 20, 2007 HEARING
(NO ADDITIONAL HEARING TO BE HELD)
+00.00
+00.00
+73.93
676.6
8 U
NIF
OR
M T
RA
NSIT
ION
FUNCTIONAL CLASS - COLLECTOR FUNCTIONAL CLASS - COLLECTOR
+00.00
300.0
UN
IFO
RM
TR
AN
SIT
ION
+00.00
+00.00
300.0
UN
IFO
RM
TR
AN
SIT
ION
+00.0
0
+73.9
3
676.6
8 U
NIF
OR
M T
RA
NSIT
ION
+50.00
300.0
UN
IFO
RM
TR
AN
SIT
ION
+50.00
PI Sta 13+96.83
= 10^ 48’ 40.6" (RT)D
D = 5^ 43’ 46.5"
L = 188.69’
T = 94.63’
R = 1,000.00’
-Y-
PI Sta 18+19.14
= 4^ 35’ 02.9" (LT)D
D = 1^ 08’ 45.3"L = 400.04’T = 200.13’
R = 5,000.00’
-L-
PI Sta 27+62.07
= 31^ 39’ 59.1" (RT)D
D = 5^ 55’ 52.5"
L = 533.89’
T = 273.96’
R = 966.00’
-L-
PI Sta 11+01.56
= 31^ 26’ 50.6" (RT)D
D = 44^ 04’ 25.2"
L = 71.35’
T = 36.60’
R = 130.00’
-Y3--L-
PI Sta 36+85.96
= 27^ 08’ 40.7" (LT)D
D = 4^ 15’ 47.1"
L = 636.74’
T = 324.46’
R = 1,344.00’
-LPD-
PIs Sta 11+34.12
s = 19^ 05’ 54.9"F
Ls = 200.00’
LT = 134.12’
ST = 67.38’
PI Sta 39+54.62
= 167^ 34’ 08.6" (RT)D
D = 19^ 05’ 54.9"
L = 877.39
T = 2,754.62’
R = 300.00’
PIs Sta 21+44.77
s = 19^ 05’ 54.9"F
Ls = 200.00’
LT = 134.12’
ST = 67.38’
-RPD- -RPD-
PIs Sta 11+33.38
s = 4^ 45’ 17.4"F
Ls = 200.00’
LT = 133.38’
ST = 66.71’
PI Sta 15+74.29
= 34^ 30’ 40.1" (LT)D
D = 4^ 45’ 17.4"
L = 725.81’
T = 374.29’
R = 1,205.00’
PIs Sta 19+95.19
s = 4^ 56’ 42.1"F
Ls = 208.00’
LT = 138.72’
ST = 69.38’
PIs Sta 22+72.70
s = 9^ 55’ 52.6"F
Ls = 208.00’
LT = 138.89’
ST = 69.53’
PI Sta 26+24.77
= 50^ 29’ 48.0" (RT)D
D = 9^ 32’ 57.5"
L = 528.80’
T = 282.96’
R = 600.00’
PIs Sta 29+37.45
s = 9^ 32’ 57.5"F
Ls = 200.00’
LT = 133.53’
ST = 66.84’
-LPA-
PIs Sta 11+34.12
s = 19^ 05’ 54.9"
Ls = 200.00’
F
LT = 134.12’
ST = 67.38’
PIs Sta 23+66.65
Ls = 200.00’
s = 19^ 05’ 54.9"F
LT = 134.12’
ST = 67.38’
PI Sta 23+21.78
D = 209^ 56’ 41.3" (LT)
D = 19^ 05’ 54.9"
L = 1,099.27
T = 1,121.78’
R = 300.00’
PI Sta 56+13.67
= 18^ 11’ 08.1" (LT)D
D = 5^ 22’ 47.6"
L = 338.03’
T = 170.45’
R = 1,065.00’
-L-
-RPA-
PIs Sta 12+35.23
s = 4^ 45’ 17.4"F
Ls = 200.00’
LT = 133.38’
ST = 66.71’
PI Sta 15+63.06
= 24^ 27’ 42.7" (RT)D
D = 4^ 45’ 17.4"
L = 514.46’
T = 261.21’
R = 1,205.00’
PIs Sta 18+96.38
s = 5^ 42’ 20.9"F
Ls = 240.00’
LT = 160.08’
ST = 80.08’
PIs Sta 21+96.37
s = 4^ 59’ 33.3"F
Ls = 210.00’
LT = 140.06’
ST = 70.05’
PI Sta 23+40.89
= 7^ 05’ 00.4" (LT)D
D = 4^ 45’ 17.4"
L = 148.97’
T = 74.58’
R = 1,205.00’
-LPD--LPD- -LPA- -LPA-
-RPD- -RPD- -RPD- -RPD- -RPA- -RPA- -RPA- -RPA-
12’ 12’ 12’ 23’
35’
12’12’12’23’
35’
CL
-Y6- (I-485)
30’18’
0.04 FT/ FT
0.04 FT/ FT0.04 FT/ FT
0.08 FT/ FT0.08 FT/ FT
12’ 12’
F.D.P.S. F.D.P.S.
HIN
GE
PO
INT
FO
R F
ILL
S
6:1
6:1
VARIABLE
SLOPE
SEE X-SECTIONS
HIN
GE
PO
INT
FO
R F
ILL
S
6:1
6:1
VARIALBLE SLOPE6:1
HIN
GE
PO
INT
FO
R C
UT
S
8’ VC
0.02
0.020.02 0.02
10’ 6’
-Y6- (I-485) TYPICAL SECTION
12’ 12’
0.04
CL
12.0’12.0’14.0’ 14.0’
VAR SEE X-S
ECTIONS
10.0’
14.0’ W/GR
2.0’
10.0’
14.0’ W/GR
VAR SEE X-SECTIONS
VAR .
2.0’
68.0’
-L- (WEDDINGTON RD.)
12.0’
SR 3468 (WEDDINGTON RD.) TYPICAL SECTION
0.02 0.02
SIDEWALK SIDEWALK
ORIGINAL
GROUND
GRADE
POINT
GRADE
POINT
ORIGINAL
GROUND
GRADE
POINT
ORIGINAL
GROUND
ORIGINAL
GROUND
BEGIN STATE PROJECT R-0211EC
2005-----2025
2005-----2025
MC
KE
E R
D.
WEDDINGTON RD.
WEDDINGTON RD.
I-485
PL
AN
TA
TIO
N R
D.
DESIGN SPEED - 50MPH
MAX. SUPERELEV. - 0.04
DESIGN SPEED - 50MPH
MAX. SUPERELEV. - 0.04
WITH AUXILIARY LANES
4’ 4’
BEGIN MOVING AHEAD
PROJECT MAI0I8IR
END STATE PROJECT R-0211EC
PLANTATION MARKET
SHOPPING CENTER
200----300
3,800------5,200
6,400------8,900
14,600-------20,100
22,200-------30,000
8,200-------10,800
900------1,200
11,300-------15,500
4,500------6,800
2,600-----3,700
18,600-------25,200
2,100-----3,100
18,200-------24,600
4,300------5,800
65,600--------107,900
4,100-----9,400
22,300-------30,200
8,500------11,500
3,200------4,300
69,900-------113,700
CL
12.0’12.0’14.0’ 14.0’
VAR SEE X-S
ECTIONS
10.0’
14.0’ W/GR
2.0’
10.0’
14.0’ W/GR
VAR SEE X-SECTIONS
VAR .
2.0’
-L- (WEDDINGTON RD.)
SR 3468 (WEDDINGTON RD.) TYPICAL SECTION
0.02
0.02
SIDEWALK SIDEWALK
GRADE
POINT
ORIGINAL
GROUND
ORIGINAL
GROUND
WITH MONOLITHIC CONCRETE ISLAND
TO
US H
WY
74
TO
CH
AR
LO
TT
E
TO
SR
3448 P
LE
AS
AN
T P
LA
IN
S R
D.
TO
NC
16
TO WEDDINGTON
WEDDINGTON ROAD
50.0
’
50.0
’
50.0
’
100.0’
100.0’
100.0
’
22.0
’
16.0
’
16.0’
McK
EE
RO
AD
WEDDINGTON ROAD
22.0
’
100.0’
PL
AN
TA
TIO
N R
OA
D
WEDDINGTON ROAD
40.0
’ F
-F
40.0’ F-F
40.0’ F-F
68.0
’ F
-F
68.0
’ F
-F
68.0
’ F
-F
72.0
’ F
-F
WIN
TE
RB
RO
OK
E
DR
IVE
PL
AN
TA
TIO
N
CE
NT
ER
DR
IV
E
40.0’ F-F
TO MATTHEW
SAADT
AADT
AADT
AADT
BU
MBLE B
EE D
R.
WIL
RO
SE P
L.
12.0’
OX
BO
RO
UG
H D
R.
+25.0
0
300’ UNIFORM TRANSITION (LT THRU LANES) +25.0
0
140.5
9’
TA
PE
R
+19.92
+25.0
0
250’ UNIFORM
TRANSITION LT & RT
TRANSITIO
N LT
223.56’ UNIF
ORM
+25.00
150.0
UN
IFO
RM
TR
AN
SIT
ION
+75.00
ACCESS TO
CHASE, INC.
PROPERTY
4.0’
72.0’
DRIVEWAYTO BE REMOVED
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