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PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
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350
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AT-1
ATTENUATOR ATTENUATOR
CAT-1
GRAU 350CAT-1
GRAU 350
CA
T-1
CAT-1
GRA
U 3
50
GRAU 350
GRAU 350
GRA
U 3
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GRAU 350
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AU
350
GRAU 350
GRAU 350
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CAT-1
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AT-1
GR
AU
350
IMPACT ATTENUATOR
PROP. CONC.MEDIAN BARRIER
PRO
P. CO
NC
.
MED
IAN
BA
RR
IER
CAT-1
+75
GR
AU
350
+50
CA
T-1
+25
GR
AU
350
+25
GR
AU
350
+00
CA
T-1
+25
GR
AU
350
+50
CA
T-1
+22.7
9
PRO
POSED
GU
AR
DR
AIL
PRO
POSE
D G
UA
RD
RA
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PRO
POSE
D G
UA
RD
RA
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PRO
POSE
D G
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RD
RA
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PRO
POSE
D G
UA
RD
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SED
GU
AR
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OPO
SED
GU
AR
DR
AIL
PRO
POSE
D C
AB
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GU
AR
DR
AIL
PR
OPO
SED
CA
BLE G
UA
RD
RA
ILS
PR
OPO
SED
CA
BLE G
UA
RD
RA
IL
CA
T-1
+25
GR
AU
350
+25
+10
+80
+90
PROP. CONC.
MEDIAN BARRIER
IMPA
CT A
TTEN
TY
PE 350
SIN
GLE F
AC
ED
CO
NC
BA
RR
IER
PRO
P.
GU
ARD
RAIL
TY
PE B
-77
IMPA
CT ATTEN
TYPE 350
PROP. GUARDRAIL
TY
PE B
-77
TY
PE-III
TY
PE-III
TYPE-III
TYPE-III
GRA
U 3
50
+65
IMPACTATTENUATOR
PROP. DBL. FACE GR
PROP. CL FENCE
PROP. DBL. FACE GR
IMPACT ATTEN
TYPE 350
TYPE-III
TYPE-III
TY
PE-III
TYPE-III
GRA
U 3
50
+62.5
CAT-1+60
PR
OP G
R B
AR
RIE
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W/2 T
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M. S
EC
TS.
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AU
350
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RD
RA
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CS
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CS Sta. 42+80.47
ST S
ta. 44+48.47
SC Sta. 37+20.05
TS Sta. 35+52.05
ST Sta. 31+19.33
CS Sta. 29+39.33
PO
T S
ta. 1
0+
00.0
0 -
Y42-
TS
Sta
. 1
1+
60.0
0
SC
Sta
. 1
3+04.0
0
AXLE
HELEN
QU
EEN
JOH
NSO
N
EIP
REBAR
PR
OP
ER
TY
LIN
E =
CE
NT
ER
LIN
E B
UF
FA
LO
CR
EE
K
PR
OP
ER
TY
LIN
E =
CE
NT
ER
LIN
E B
UF
FA
LO
CR
EE
K
PR
OPE
RT
Y L
INE
= C
EN
TE
RL
INE
BU
FFA
LO
CR
EE
K
PR
OP
ER
TY
LIN
E =
CE
NT
ER
LIN
E B
UF
FA
LO
CR
EE
K
PRO
PERTY
LIN
E =
CEN
TERLIN
E B
UFFA
LO
CREEK
589.44 COR-COR
EIP
EIP
EIP
REBAR
EIP
EIP
EIP
EIP
EIP
EIPREBAR
EIP
AXLE
AXLE
EIP
REBAR
EIP
EIP
REBAR
EIP
EIP
REBAR
BOLT
EIP
EIP
EIP
R/W
MON
EIP
AXLE
EIP
EIP
EIP
REB
AR
EIP
REB
AR
EIP
REBAR
REBAR
PK NAIL
NAIL
NAIL
N2
3^0
4’2
2"E
694.2
5 R
/W-E
IP
N44^10’49"E
272.3
8 E
IP
-R
EB
AR
N67^40’4
9"E
396.0
0 R
EB
AR
-CO
R
N46^32’1
2"E
422.6
0 C
OR
-CO
R
N66
^11’
30"E
903.6
5 C
OR
-CO
R
S34^32’00"E
353.10 COR-EIP
N78^5
5’54"E
5.3
6 E
IP-R
/W
398.6
5 R
/W-C
OR
N00^05’3
1"E
462.6
1 C
OR
-CO
R
N51^58’0
0"E
824.1
4 C
OR
-E
IP
N68^5
3’5
5"E
1017.4
0 E
IP-E
IP
S34^3
2’0
0"E
143.2
3 E
IP-C
OR
S59^35’33"E
460.41 COR-COR
N78^39’3
5"E
901.11 C
OR
-CO
R
S51^27’59"E
EIP
312.87 COR-EIP
S05^22’5
9"E
158.2
5 E
IP-R
/W
N02^2
2’5
9"W
98.9
6 R
/W-C
OR
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6"E
301.76 C
OR-COR
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9"W
41.86 R
/W-C
OR
N01^03’3
6"W
67.5
8 C
OR
-CO
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N85^38’01"E
77.00 C
OR
-CO
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N02^22’5
9"W
62.7
3 R
/W-C
OR
N25^57’50"W
53.71 CO
R-C
OR
S40^22’10"E
303.91 EIP-EIP
N52^38’36"E
421.3
0 C
OR
-EIP
N52^38’3
6"E
181.6
5 C
OR
-CO
R
N53^31’5
9"E
51.8
3 C
OR
-C
OR
N00^28’0
7"E
356.4
5 E
IP-C
OR
N56^25’22"E
5.0
8 E
IP-E
IP
N56^38’1
3"E
190.8
9 E
IP-E
IP
S67^18’38"E
14.21 E
IP-R
EB
AR
N25^04’20"E
0.7
3 E
IP
-R
/W
15
0.0
6 R
/W-R
EB
AR
S68^32’40"E
199.47 REBAR-EIP
S65^12’45"E
112.71 EIP-R/W
0.20 R/W-EIP
S65^12’15"E
232.18 COR-R/W
0.15 R/W-EIP
S65^09’57"E147.42 COR-REBAR
S68^02’28"E
0.20 REBAR-R/W
149.76 R/W-COR
N2
4^4
9’4
8"E
0.1
2 R
/W-R
EB
AR
15
0.2
6 R
EB
AR
-C
OR
N2
4^4
9’4
8"E
400.6
9 C
OR
-C
OR
S68^51’15"E
0.10 R/W-AXLE
149.79 AXLE-COR
N24^49’48"E
100.1
7 C
OR
-CO
R
S68^48’58"E
0.32 AXLE-R/W
149.89 R/W-COR
N24^49’4
8"E
21
3.8
6 C
OR
-R
/W
0.2
6 R
/W-E
IP
EX
IST
ING
R/W
EX
IST
ING
R/W
60’ R/W
PB 8 PG 89
EXISTIN
G R/W
EXISTIN
G R/W
60’ R
/W
PB
8 P
G 8
9
N2
9^0
6’3
8"E
1.3
8 R
/W-R
EB
AR
358.8
7 R
EB
AR
-E
IP
S49^00’28"E100.01 EIP-EIP
N2
7^3
9’5
6"E
11
18
.60
EIP
-CO
R
N02^13’0
8"W
60.0
0 C
OR
-CO
R
S39^11’35"E
330.00 COR-COR
S19^11’35"E
298.16 CO
R-C
OR
S55^42’25"E491.70 COR-COR
S11^51’4
8"E
770.3
6 C
OR
-CO
R
N87^48’2
5"E
392.70 C
OR
-CO
R
N87^48’2
5"E
41.44
S05^48’25"W
709.5
0 C
OR
-CO
R
S20^41’35"E
74.3
0 C
OR
-CO
R
N75^4
8’2
5"E
627.3
8 C
OR-C
REEK
S39^11’35"E
297.00 COR-COR
S68^56’35"E
92.40 COR-COR
S09^26’3
5"E
250.8
1 C
OR
-CO
R
N50^56’35"W280.50 COR-COR
S82^11’35"E
185.61 COR-CREEK
S15^47’2
3"E
328.0
1
S03^01’2
6"E
253.3
7
S28^18’41"E
159.63
S13^40’51"E
117.0
0
S02^21’3
5"E
128.0
2
S13^30’1
0"E
417.2
0
S25^40’1
6"W
164.5
1
S18^13’0
9"W
191.6
2
S05^16’1
5"W
114.7
5
S07^42’44"W
218.4
6
S02^33’1
5"E
96.2
0
N11^23’0
9"E
120.1
5
N34^03’34"E
219.2
2
N46^49’0
4"E
94.8
6
N53^18’3
6"E
102.9
8
N68^25’0
3"E
81.2
5
S81^36’46"E
36.38
S62^34’1
2"W
S45^35’3
7"W
92.1
7
S29^46’3
3"W
29
3.7
1
S40^43’3
2"W
148.3
6
S50^58’09"W
204.4
6
S74^1
1’24
"W
293.6
3
N46^51’57"W531.77 CREEK-COR
S69^22’09"E
1470.00 COR-COR
N07^04’5
2"W
427.5
8 C
OR
-CO
R
N82^57’3
9"E
203.3
6 C
OR
-CO
R
N30^40’38"E
447.4
3 C
OR
-C
OR
N3
0^4
0’3
8"E
276.2
5 N
AIL
-C
OR
S48^50’52"E217.32 NAIL-NAIL
S56^25’29"E
229.68 COR-COR
S48^13’52"E414.98 NAIL-COR
N43^21’38"E
140.6
4 C
OR
-C
OR
N65^41’52"W
222.28 COR-COR
S46^01’52"E616.26 COR-COR
N78^5
8’08"E
173.79 R
/W-C
OR
S00^04’2
9"E
4.4
6 B
OL
T-R
/W
224.7
6 R
/W-R
/W
S21^37’03"W
42.34 E
IP-E
IP
3.86 E
IP-R
/W
S21^49’0
6"W
32.09 E
IP-R
/W
11.8
7 R
/W-E
IP
S00^40’2
9"W
183.8
7 R
/W-C
OR
S51^10’2
9"W
198.0
0 C
OR
-C
OR
S78^04’31"E
100.50 C
OR-C
OR
S02^31’2
3"W
240.4
8 C
OR
-C
OR
S79^59’08"E
350.00 COR-COR
S72^04’16"E
38.00 COR-COR
S22^45’5
2"W
301.8
4 C
OR
-C
OR
S22^45’5
2"W
569.4
1 R
/W-C
OR
N2
3^5
0’4
4"E
571.0
0 C
OR
-C
OR
S71^32’06"E
167.30 COR-EIP
0.30 EIP-R/W
S45^54’06"E654.47 R/W-COR
S30^24’37"W
27
.14
R/W
-E
IP
250.0
0 E
IP
-C
OR
S28^54’27"W
8.77 C
OR-C
OR
S28^54’2
7"W
S30^19’3
7"W
0.2
2 E
IP
-R
/W
249.7
8 R
/W-C
OR
S27^29’20"W
798.2
7 C
OR
-C
OR
S61^28’24"E
202.13 COR-COR
S61^28’24"E
202.13 COR-COR
S61^28’24"E
202.17 COR-COR
S28^04’59"W
1021.2
5 R
/W-C
OR
S27^59’56"W
1.1
5 R
/W-E
IP
993.6
6 E
IP
-C
OR
S27^54’3
6"W
2.5
9 R
EB
AR
-R
/W
968.3
6 R
/W-C
OR
S61^29’41"E
65.00 COR-COR
S01^35’5
8"E
446.8
7 C
OR
-CO
R
N01^35’5
8"W
266.2
2 C
OR
-CR
EE
K
S41^52’5
1"W
1101.2
5 R
/W-C
OR
10.51
S25^42’24"E
S25^42’24"E
74.7
5 R
EB
AR
-EIP
S16^34’3
3"W
68.3
9 E
IP
-E
IP
S46^20’20"E
65.22 CR
EEK
-REB
AR
150.7
5
S62^34’1
2"W
214.50 EIP-REBAR
S21^41’19"E
20.9
7 R
EB
AR
-CO
R
S21^41’19"E
84.5
3 C
OR
-CO
R
S83^17’29"W
120.98 R
EBA
R-C
OR
3.0
0 R
/W-R
EB
AR
S48^08’40"W
365.0
0 C
OR
-CO
R
S37^27’4
0"W
790.7
3 C
OR
-C
OR
S42^55’20"E
125.00 COR-COR S62^59’20"E
622.65 COR-COR
S62^10’39"E
211.64 COR-COR
S88^42’10"E
228.41 COR-C
OR
N77^4
7’25"E
730.6
7 C
OR
-CO
R
S02^53’26"W
10.34 C
OR-COR
S29^48’53"E
179.08 CO
R-C
OR
S81^38’39"E
576.43 NAIL
-COR
S11^31’0
7"W
336.9
7 R
/W-C
OR
EXISTING R/W
EXISTING R/W200’ R
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(100’
EA
CH
SID
E O
F C
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TE
RL
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PE
R S
TA
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EX
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RO
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OR
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EXISTING R/W
EXISTING R/W
60’ R/W
(30’ EACH SID
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EXISTING R/W
EXISTING R/W
60’ R/W
(30’ EACH SIDE OF CENTERLINE)
EXISTING R/W
EX
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ING
R/W
EX
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R/W
40’ R
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(20’ E
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IDE
OF
CE
NT
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LIN
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40’ STREETPB 6 PG
84
EX
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TIN
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EX
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R/W
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OF
CE
NT
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LIN
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(30’
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ST
OF
CE
NT
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LIN
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EXISTING R/W
EXISTING R/W
60’ R/W
(30’ EACH SIDE OF CENTERLINE)
CIT
Y O
F S
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LB
Y
SA
TE
LL
ITE
CO
RP
OR
AT
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(PB
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47)
N55^45’1
1"E
825.0
0
S13^27’0
1"W
1782.0
0
S43^05’35"E
858.36
S28^54’2
7"W
41
.45
777.1
8
234.1
9 N
AIL
-C
OR
91.01 COR-COR
N05^37’0
8"E
S82^45’52"E
N78^5
8’08"E
156.0
8 C
OR
-R/W
S20^56’52"E
221.2
8 R
/W-C
OR
EXISTING R/W
EXISTING R/W
EX
IST
ING
R/W
PL
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PH
ILLIP
R. R
UCK
ER &
WF.
CA
RO
LY
N W
. RU
CK
ER JOSEPH NEWTON CRAVER II &
ADELAIDE AUSTELL CRAVER
JOSEPH
NEW
TO
N C
RA
VER II &
AD
ELA
IDE A
USTELL C
RA
VER
JOSEPH NEWTON CRAVER II &
ADELAIDE AUSTELL CRAVER
JUANITA P. BURNS
F. DON MELTON & WF.
VICKY C. MELTON
BYRON L. RIPPY & WF.
SUE L. RIPPY
JUANITA P. BURNS
LAVENDER, INC.
JULES D. JOHNSON & WF.
LINDA JOHNSON
J.D. JOHNSON
JEAN LINEBERGER
J.A. INJEJIKIAN
JULES D. JOHNSON & WF.
LINDA JOHNSON
J.A. INJEJIKIAN
HOEY MEMORIAL UNITED
METHODIST CHURCH
JAMES E. PARKER
JOHN W. BEHELER & WF.
FRANCES M. BEHELER
VERLEE ROBERTS
MASK & HUS.
GATHA MASK
ALLIE ALDRICH
FLEMING
THE CAROLINA CONFERENCE ASSOCIATION
OF SEVENTH DAY ADVENTIST, INC.
SHELBY MOOSE
LODGE#427, INC.
ASPHALT PAVING
OF SHELBY, INC.
ROBERT E. LEE & WF.
GERALDINE H. LEE
MARY H. CORNWELL
RONALD L. KING
ROBERT L. TRICE & WF.
LISA V. TRICE
DAVID WAYNE ALLEN
DAVID WAYNE ALLEN
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+40220’
+40180’
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18" R
CP
18"
RC
P
18" RCP
HW
18" R
CP
18" RC
P
15" R
CP
HW
POSSIBLE
JB
18" R
CP
18" R
CP
18" RC
P
18" R
CP
18" RCP
18" CMP
18" CONC
18"
CO
NC
18" CONC
42" C
ON
C
42" C
ON
C
24" C
ON
C24" C
ON
C
24" C
ON
C
18" CO
NC
18" CONC
15" CO
NC
15"
CO
NC
15" C
ON
C
30" C
ON
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30" C
ON
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30" CONC
DI
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DIDI
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24" C
ON
C
15" C
ON
C
15" C
MP
24" CONC
15" CO
NC
15" C
ON
C
18" CONC
15" C
ON
C
15" CO
NC
18"
CO
NC
15" C
ON
C
42" C
MP
18"
CO
NC
18" C
ON
C
2-4
" C
PP
UN
KN
OW
N
LO
CA
TIO
N
15" C
ON
C
18" CO
NC
18" CO
NC
18" C
ON
C
18" C
ON
C
HW
DI
18" C
ON
C
18" C
ON
C
2-4"
CPP
DI
W/HOOD
DI
W/HOOD
DI
W/H
OO
D
DI
W/H
OO
D
DI
W/H
OO
D
STRUCTURE
ABANDONED
18" C
ON
C
HW
HW
DI
DI
DI
DI
DI
DI
DI
18" C
ON
C
18" C
ON
C
15" C
ON
C
15" C
ON
C
15"
CO
NC
15"
CO
NC
15" CMP
15"
CO
NC
15"
CO
NC
POSSIBLE
JB
15" C
ON
C
15" CO
NC
DI
DI
W/H
OOD
DI
W/HOOD
1-2
X2 B
AR
RE
L
30" R
CP
30" R
CP
18" C
ON
C
30" C
ON
C
HW
HW
HW
12" CPP
15" C
PP
42" C
ON
C
HW
18"
CM
P
24"
CO
NC
DI
18" C
ON
C
18" C
MP
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
18
" R
CP
FES
FES
18" CONC
DI
18" CMP
42" CO
NC
48" CM
P
HW
18" C
MP
18" CONC
PO
SS
IBL
E
JB
DI
HW
24" C
ON
C
24" C
ON
C
6" I
P S
TL
6" P
VC
FARM
TAP
ST
UB
6" PVC
3" P
VC
4" IP STL
6" P
VC
STUB
16" CI
EO
I
EO
IE
OI
EOI
EOI
EOI
EOI
EOI
EOI
EOI
EOI
STUB
6"
PV
C
6"
PV
C
6" PVC
6" PVC
6" P
VC
STU
B
BLOWO
FF
SLICK
BOX
METER
36" W
W
36" W
W &
1SB
W
48" W
W &
7S
BW
AREA
U/C
AREA
U/C
AREA
U/C
18" CO
NC
18" CO
NC
18" CM
P
DI
DICONC
CON
C
18" CO
NC
CO
NC
DI
DI
18" CO
NC
18" CONC
15" CON
C
CON
C FES
15" CONC
FLOW
CON
C FES18" PLASTIC
CB
DI
24" C
MP
18" CONC
24" C
MP
CONC
CONC
DI
18" P
LA
ST
IC
CB
15" C
ON
C
18" CONC
24" CONC
18" CONC
CONC
CON
C
DI
DI
DI
15" C
ON
C
24" CONC
18" CONC
18" CONC
18" C
ON
C
CON
C
CO
NC
18" CONC
DI
DI
18" CONC
18" CONC
CONCDI
18" CONC
18" CONC
18" C
MP
CONC
CONC
DI
DI
DI
DI
24" CONC
36" CONC
18" CMP
18" CMP
36" CONC
48" CONC
48" CONC
DI
10’ CONC HW
2SBKD
36" C
ON
C
18" C
MP
2S
BK
D
G
72" CHL
72" C
HL
72" CHL
72" C
HL
W/L
T
CONC
2SBKD
48" BLK WALL
W/L
T
15" CO
NC
MTL
MTL
MTL
MTL
W/L
T
MTL
MTL
MTL
S
S
W/L
T
W/L
T
CON
C
72" C
HL &
3SB
W
CON
C
CONC
15" CON
C
1SF
BU
S
W/L
T
W/L
T
W
1SBKMTL
BUS
15" CONC
12" PLASTIC
18" CONC
18" CONC
W/L
T
S
S S
S
W/L
T
W/L
T
1SBK
BUS
S
15" C
ON
C
15" CONC
W/L
T
CO
NC
60" C
ON
C
36" C
ON
C
36" C
ON
C
2SBK
METHODIST
CHURCH
15" CONC
W/L
T
15" CONC
1SBKD
CANOPY
1SFD
W/L
T12" CMP
2SBKD
WDDKG
12
" C
MP
48" C
HL
12" PLASTIC
BST
W/L
T
W/L
T
48" CHL
48" C
ON
C
W/L
T
G
W/L
T
48" CHL
2SFDABAND
15" CONC
15" CONC
AB
AN
D
HT
R
S
48"
BKWALL
1SBKD
18"
CO
NC
PLANTER
2S
BK
D
18" CM
P
GA
RD
EN
60" WW
WD
DK
HTR
S
S
W
W/L
T
48" CH
L
1SB
KD
CA
NO
PY
B
S
S
MTL
BUS
MTL
BUS
CONC
W
48" C
ON
C
96" BLK
WALL
CAR
PORT
S
36" C
ON
C
36" C
ON
C
DEBRIS
PILE
DEBRIS
PILE
DEBRIS
PILE
DEBRIS
PILE
TR
GA
TE
CAR
PORT
S
2’x4’ CONC HW
2’x4’ CO
NC
HW
GATE
S
BUS
2’x4’ CONC HW
48" BLK WALL
S
W/L
T
1SBK
CHURCH
60" C
ON
C
60" CONC
S
2’x
4’ C
ON
C H
W
FU
EL
TA
NK
2’x4’ CO
NC
HW
S
S
W/LT
W/LT
W/LT
W/L
T
CONC
DI
S
1SMTLBK
BUS
CO
NC
10’ B
LK
WA
LL
36"W
D R
AIL
HTR
CA
NO
PY
S
DI
S
S
5’ B
K H
W4’
CO
NC
HW
15" C
ON
C
TR BUS
S
GATE
W/LT
W/LT
15" C
ON
C
HT
R
HTR
HT
R
1SBKD
CO
NC
98" C
HL
S
S
CONC
48" CHL
G
15" C
ON
C
12
" C
MP
G
CO
NC
48
" B
K W
AL
L
DI
GATE
W/LT
48" C
HL
48" CHL
S
1SBKD
W/LT
15" CONC
72" W
RO
UG
HT
IRO
N
15" RCP
W/L
T
W/L
T
W/L
T
W/L
T
WALL
CONC
WA
LL
48" CHL
SS
S
CEMETARY
CEMETARY
10’ BLK W
ALL
DI
AR
EA U
/C
AR
EA
U/C
74
74
74
74
74
74
60" CH
L &
2SB
W
S
S
ISBK
BUS
HW
18" C
MP
18" CONC
PO
SS
IB
LE
JB
72" C
HL
& 3
SB
W
36" W
D R
AIL
BU
S
24" C
MP
12" C
ON
C
15" C
ON
C
18" C
ON
C
18" C
ON
C
WEIG
HT SCA
LE
60" CHL & 3SBW
60" CHL & 3SBW
60" CHL & 3SBW
CONC MEMORIALDI
72" CHL & 3SBW
HTR
BUS
DI
DI
1SFD
6SBW
6S
BW
6SBW
48" W
W &
1S
BW
72" WW
72" WW
BUS
48" WW & 1SBW
W/L
T
48" W
W &
1S
BW
5SBW
12" CMP
2SFD
W 1SBKD
12" C
MP
12" CM
P
2SFD
1SFD
48" W
W
48" W
W
72" W
D
S
W
W
W
S
W/LT
1SFD
MTL
2SBKD
2SBKD
HTR
12" C
MP
W
SS
G
1SFD
2SFD
HTR
S
48" C
HLH
TR
1SFD
60" C
HL
60" WW
W/L
T
48" B
ST
RIP RAP
24" CONC
15" CONC
18" CONC
15" CONC
18" CONC
18" C
MP
12" CMP
48" CONC
48" CONC
WD DK
6" BST CURB
B
6" BST CURB
S
48" CONC
WD
DK
WD DK
48" C
ON
C
48" CONC
S
S
MTL GATE
W/LT
15" CONC
48" CONC
2SFD
QUARRY
MTL GATE
DI
48" C
ON
C
15" C
ON
C
GA
TE
48
" W
D R
AIL
MTL GATE
48" W
W
48" W
W
VIN
EY
AR
D
15" C
ON
C
BST 48" CONC
W/S
IG
LT
60" WD
SIG
LT
SIG
LT
SIG
LT
GUY
MTL
GATE
MTLGATE
W/L
T
W/L
T
DI
G
36" W
D
LT
LT
42" C
ON
C
18" C
ON
C
42" CONC
CONC
18" CO
NC
42" CONC
4’x8’ CO
NC
LoggedArea
LoggedArea
18" C
MP
FES
FES
42" C
ON
C
HW
18" CONC
12" PVC
15" P
VC
HW
HW
S
W
48" W
W
W/LT
B
1SFD
S
W/LT
G
S
W
HTR
HTR
W/LT
W/LT
72" CHL & 3SBW
72" CHL & 3SBW
1SBKD
2SFD
S
S
12" CMP
G
B
S
MTL
CARPORT
2SFD
CONC
S
HTR
15" CONC
15" C
ON
C
W/LT
SS
1SFD
W/L
T
1SFD
S
W/L
T
S BUS
S
1SFD
S
GREEN
HO
USES
W
1SFD
1SBKD
S
1SBK
D
W
15" C
ON
C
15" CO
NC
1SFD
S
W/LT
W/LT
W
HTR
4SB
W
4SBW
4SB
W
W
W/LT
S
1SBKD
15" CM
P
15" CO
NC
15" CO
NC
12" CONC
BUS
S
W/LT
W/LT
CONC
S
48" W
W &
1S
BW
48" WW & 1SBW
48" W
W &
1S
BW
48" W
W &
1S
BW
48" WW
& 1
SBW
S
S
S
G
4SBW
18" CMP
MTLCAR
POT
W
LOGGED AREA
MTL
W/L
T
W/L
T
W/L
T
W/L
T
S
WD
DKWDDK
S
MTL
GATE
DI
18" CONC
48" CONC
36" CONC
B
BK
B
MTL GATE
WD DK
48" CONC
12" CONC
MTL
GATE
12" BLKWALL
S
S
36"
CONC
WD
DK
WD
DK
MTL
GATE
48" CO
NC
WDDK
S
W/LT
W
DI
DI
CO
NC
S
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ROCK COLUMNS
DI
HT
R
S
S
4S E
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4SBW
4SBW
4SB
W
6SBW
6SBW
6SBW
6SBW
1SFD
MTL
CA
RPO
RT
HTR
HT
R
HTR
HT
R
HT
R
HT
R
HT
R
HT
R
S
1SFD
24"
CO
NC
8" CMP
HTR
WD
DK
CONC
18" C
ON
C
30" C
ON
C
DI
DI
DI
DI
DI
DI
DI
DI
18" C
ON
C
18" CO
NC
15"
CO
NC
15" C
ON
C
15"
CO
NC
POSSIBLE
JB
15" C
ON
C
18" CO
NC
15" CO
NC
POSSIBLE
JB
18"
CO
NC
18" C
ON
C
18" CONC
18" CONC
30" C
ON
C
30" C
ON
C
HW
HW
HW
HW
DI
HW
HW
HW
HTR
HTR
48" W
W
6S ELEC
48" WD
RA
IL
15" CMP
HTR
48" W
W
W/L
T
48" C
HL
48" CH
L
6SBW
S
6SBW
HTR
4SBW
24" CMP
S
S
W/L
T
W/L
T
W/L
T
W/L
T
BU
S
S
BUS
2SFD
BUS
SW
W/L
T
W/L
TW/LT
W/L
T
1SBKD
15" CONC
15" CONC
60" C
HL
G
2SBKD
48"
WW
S
60" C
HL
G
S
2SFD
60" CHL
12"
CO
NC
1SBKD
W
48" C
HL
48" CHL
48" C
HL
48" CHL
48" CHL
G
1SBKD
HTR
1SFD
1SFD
1SFD
S
S
S
W
W
W
G
12" CONC
W/L
T
W/L
T
W
W
1SFD
BUS
BUS
S
60" C
HL
& 3
SB
W
60" CHL &
3SBW
48" CHL
60" CHL &
3SBW
72" C
HL
& 3
SB
W
1SMTL & BLKBUS
1SFD
W/L
T
6SBW
6SBW
48" W
W
S
W
S
1SBKD
48"
WW
7SBW
7S
BW
HT
R
HT
R
HT
R
S
60" C
HL
& 3
SB
W
60"
CH
L &
3SB
W
60" C
HL
& 3
SB
W
HT
R
HTR
HTR
HTR
HTR
BUS
W/L
T
W/L
T
W/L
T
18"
CM
P
W
B
B
48" W
D R
AIL
48" W
D R
AIL
6SBW
3SBW
3SB
W
3SB
W
3SBW
S
BUS
BU
S
S
W/L
T
W/L
T
W/L
T
W/L
T
72" C
HL &
3SB
W
1SB
KD
S
1S
FD
G
1SBK
D
2SB
KD
W/L
T
48" WW
18" CON
C
15" CO
NC
MTL
18" CONC
18" CONC
18" CO
NC
18" CONC
18" C
ON
C
18" C
ON
C
18"
CO
NC
18" C
MP
15"
CO
NC
15" C
ON
C
15" CONC
15" C
ON
C
6"
CO
NC
12" C
ON
C
15"
CM
P
1SFD
15" CO
NC
15" CO
NC
15" CONC
48" WW
48" C
HL
DI
S
GATE
DI
DI
DI
MTL
CA
NO
PY
MT
L
GA
TE
HTR
DI
DI
DI
S
CON
C
48" C
ON
C
48" C
ON
C
GATE
DI
DI
MTL
CA
RPO
RT
DI
GUY
GA
TE
S
4S
BW
4SBW
4S
BW
S
GATE
AB
AN
D
CONC
S
36" C
ON
C DK
48" CONC
48" C
ON
C
DI
BW
4S
BW
S
S
2X
2 C
ON
C
MTL
GA
TE
MTL
GATE
MTL
GA
TE
W/L
T
W/L
T
6" C
ON
C
RIP RAP
MTL
MTL
GATE
48" WD
12" CONC
WD
DK
24" C
ON
C
24" C
ON
C24" C
ON
C
18" CONC
15" CO
NC
15"
CO
NC
15" C
ON
C
30" C
ON
C
30" C
ON
C
30" CONC
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
DIDI
DI
DI
DI
DI
DI
DI
DI
DI
24" C
ON
C
15" C
ON
C
15" C
MP
24" CONC
18" CONC
18"
CO
NC
42" C
MP
18" C
ON
C
18" CO
NC
HW
18" CO
NC
2-4"
PV
C
HW
W
48" WD RAIL
48" WD RAIL
48" WD RAIL
48" WW & 1SBW
MTL
48" WW
& 1SBW
48" WW & 1SBW
48" WW
& 1SBW
S
48" WW
& 1SBW
48" WW & 1SBW
48" WW
& 1SBW
48" WW & 1SBW
48" WW
& 1
SBW
48" WW & 1SBW
48" WW
& 1SBW
48" WW
& 1SBW
48" WW
& 1
SBW
48" WW
& 1SBW
1SFD
S
48" C
HL
48" C
HL
W
12" IRO
N
48" W
D R
AIL
15" CM
P
W/L
T
1SBKD
W
48" W
W &
3SB
W
MTL
MTL
18"CONC
15"CONC
15"CONC
15"CONC
15"CONC
18" CO
NC
18" CONC
DI
15" C
ON
C
18" C
ON
C
DI
S
DI
DK
48" C
ON
C
48"
CO
NC
MTL
CANOPY
48" C
ON
C
36" C
ON
C
DK
S
S
S
AN
TEN
NA
FLAG
POLE
1SFD
18" CONC
18"
CO
NC
18" CONC
42" C
ON
C
42" C
ON
C
DI
DI
DI
DI
DI
2-4" PV
C
DI
HW
W/L
T
W/L
T
W/L
T
W/L
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W/L
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S
S
1SFD
1SFD
48" W
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AIL
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W/L
T
1SB
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15" CM
P
W/L
T
HTR
1SBK
D
18" C
ON
C
18" CO
NC
18" CO
NC
15" C
ON
C
48" WW
& 1
SBW
48" WW
& 1
SBW
30" C&
G
MTL
48" WW
& 1
SBW
WD
DK
36" C
ON
C
15" C
ON
C
15" C
ON
C
48" C
ON
C
S
6" S
TE
EL
12"
CM
P
18" C
MP
DI
48" BK
DI
W/L
T
15’ C
ON
C
CMP A
T TH
IS E
ND
0.8’ CONC H
W
0.8’ CONC H
W
42" C
ON
C
0.8’ C
ONC HW
18"
CO
NC
42" CONC
CONCD
I
18" CO
NC
4.0
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8.4
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SIN
GL
E B
AR
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LHW1
CE1
DIRECTIO
N A
PPROX
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DESTIN
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N U
NK
NO
WN
FL
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FLO
W
HW 1.5’ C
ONC
WW
0.8’ CONC
42" CONC
DESTINATION UNKNOWN
CU
L1
CU
L2
0.8’ C
ONC HW
18" C
ON
C
18" CO
NC
18" CM
P
DI
DI
CONC
CONC
18" C
ON
C
CON
CDI
0.8’ C
ONC HW
DI
18"
CO
NC
18" CONC
15" CON
C
CONC FES
18" CONC
FLOW
FLOW
CO
NC
FE
S
0.8
CO
NC
HW
18" P
LA
ST
IC
CB
DI
24" C
MP
18" C
ON
C
24" C
MP
DE
ST
IN
AT
IO
NU
NK
NO
WN
UN
DE
R F
ILL
PIL
E
CONC
CONC
CB
DI
18" P
LA
ST
IC
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1.0’ BRIC
K HW
15" C
ON
C
18" C
ON
C
24" C
ON
C
18" C
ON
C
CONC
CON
C
DI
DI
DI
15" C
ON
C
12" CONC H
W
24" CONC
18" C
ON
C18" C
ON
C18" C
ON
C
CON
C
CONC
18" CONC
DI
DI
18" C
ON
C
18" C
ON
C
0.8’ CONC H
W
CON
C
DI
18"
CO
NC
18" C
ON
C
18"
CM
P
CONC
CONC
DI
DI
0.8’
CO
NC
HW
LO
CA
TIO
N
APPR
OX
IMA
TE
DI
DI
24" C
ON
C
36" CONC
18" CMP
18" CMP
36" CONC
48" CONC1.0
’ CONC H
W
48" CONC
DI
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
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C
C
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C
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C
C
C
C
C
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C
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C
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F
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F
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C
C
C
C
C
C
C
C
C
C
C
F
F
F
C
C
C
C
C
C
F
F
F
C
F
F
F
F
F
C
C
C
C
C
C
C
C
F
F
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F
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F
F
F
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C
F
F F
F
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FF
F
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F
F
C
C
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
FF
C
C
C
C
C
C
C
C
F
F
F
F
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FC
C
C
C
CCC
CC
C
C
CC
C
C
C
F
F
F
F
F
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C
C
C
C
C
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
C
C
C
C
F
F
6" STL
2" S
TL
6" STL
SIGN
POWER JB
EOI
LT
LT
LT
LT
6" STL
6" S
TL
GTS
6" STL 6" STL
6" STL
6" STL
6" STL
GTS
2" PVC
6" PVC
6" PVC
2" PVC
SWITCH
POWERMETER
POWERMETER
2" PVC
6" PVC
2" PVC
6" PVC
6" PVC2" PVC
2" P
VC
2" PV
C
2" PVC
6" PVC
6" PV
C
6" STL
EOI
EO
I
6" STL
POW
ER
ME
TE
R
& SIGN
6" S
TL
6" S
TL
6" STL
SIG
N
GRO
UN
D L
T
GRO
UN
D L
T
6" S
TL
6" S
TL
FA
RM
TA
P
FA
RM
TA
P
6" S
TL
FA
RM
TA
P
FA
RM
TA
P
6" ST
L
6" STL
880+00860+
00
865+
00
870+
00
875+
00
885+
00
890+
00
895+
00
900+
00
905+
00 910+00 9
15+
00 9
20+00
925+00
930+00
935+00
940+
00
945+
00
950+
00
955+
00
960+
00
965+
00
970+
00
975+
00
980+
00
985+
00
990+
00
855+00
785+00
790+00
795+00
800+00
805+00
810+00
815+00
820+00
825+00
830+00
835+00
840+00
845+00
850+00
F
C
F
C
F
C
F
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F
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F
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F
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F
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RW MON
SOLIDIR
ON
RW M
ON
EIP
REBAR
CM
REBAR
REBAR
EIP
REBA
R
REBA
R
REBA
R
REBAR
RRSPIKE
EIP
AXLE
REBAR
REBAR
REBAR
CM
REBAR
REBAR
REBAR
REBAR
REBAR
REBAR
REBAR
EIP
RW MON
NAIL
EIP
NAIL
REB
AR
REB
AR
AXLE
RW MON
REB
AR
EIP
RW M
ON
REBAR
REBAR
EIP
REBAR
EIP
EIP
EIP
REBAR
AXLE
AXLE
EIP
EIP
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REBAR
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REBAR
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REBAR
CM
RW M
ON
RW M
ON
REBAR
RW M
ON
RW M
ON
EIP
EIP
EIP
REBAR
EIP
REBAR
REBAR
AXLE
AXLE
RW M
ON
RW MON
RW MON
RW M
ON
RW MON
RW M
ON
RW M
ON
CM
RW M
ON
RW M
ON
RW M
ON
RW M
ON
RW M
ON
RW M
ON
EIP
EIP
EIP
EIP
EIP
EIP
RW M
ON
RW
MO
N
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIPEIP
EIP
EIP
EIP
RIG
HT
-OF
-WA
Y
DB
1242 P
G 2
230
JOHNNIE MAE L. HARMON
RONNIE DEAN LEONHARDT
RA
Y H
OY
T D
UR
HA
M
REBAR
S83^17’29"W
S21^41’19"E
84.53’ CO
R-C
OR
S48^08’4
0"W
S37^27’4
0"W
N42^55’20"W
N62^59’20"W
N62^10’39"W
N88^49’36"W
S50^58’09"W
PR
OP
ER
TY
LIN
E =
CE
NT
ER
LIN
E B
UF
FA
LO
CR
EE
K
S40^43’3
2"W
S29^46’33"W
S45^35’3
7"W
92.1
7’
S62^34’1
2"W
10.5
1’
S62^34’1
2"W
PR
OPE
RT
Y L
INE
= C
EN
TE
RL
INE
BU
FFA
LO
CR
EE
K
REB
AR
S25^42’24"E
65.2
2’ C
REEK
-REB
AR
EIP
74.75’ REB
AR
-EIP
S25^42’24"E
S16^34’33"W
68.3
9’ E
IP
-E
IP
EIP
S46^20’20"E
REB
AR
S21^41’19"E
20.9
7’ R
EB
AR
-CO
R
CIT
Y O
F S
HE
LB
Y
SA
TE
LL
ITE
CO
RP
OR
AT
E L
IMIT
S
(PB
19 P
G 1
47)
S81^36’46"E
36.38’
N68^25’0
3"E
81.2
5’
N53^18’3
6"E
PR
OP
ER
TY
LIN
E =
CE
NT
ER
LIN
E B
UF
FA
LO
CR
EE
K
N46^49’0
4"E
94.8
6’
N34^03’34"E
N11^23’0
9"E
96.2
0’
S02^33’1
5"E
S46^51’57"E
EX
ISTIN
G R
/W
EX
ISTIN
G R
/W
CHORD
CH
OR
D
CHORD
CHORD
EIP
EIP
EIP
PK NAIL
EIP
EIP
CHORD
CHORD
CH
OR
D
CH
OR
D
PR
OPE
RT
Y L
INE
= E
XIS
TIN
G R
/W
PR
OPE
RT
Y L
INE
= E
XIS
TIN
G R
/W
197.75’ COR-C
OR
211.64’ COR-COR
622.65’ COR-COR
125.00’ COR-COR
790.7
3’ C
OR
-C
OR
365.0
0’ C
OR
-CO
R
204.4
6’
148.3
6’
29
3.7
1’
150.7
5’
214.50’ EIP-REBAR
6.2
9’ R
/W-R
EB
AR
120.98’
RE
BA
R-C
OR
102.9
8’
219.2
2’
120.1
5’
531.77’ CREEK-COR
NAIL
NAIL
S69^22’09"E
1470.00’
N07^04’5
2"W
427.5
8’
N78^5
8’08"E
172.4
6’ R
/W-C
OR
S46^01’52"E
323.04’ COR-R/W
N82^57’4
0"E
203.3
6’
N3
0^4
0’3
8"E
447.4
3’
N05^37’08"E
198.9
5’ R
/W-C
OR
234.1
9’ N
AIL
-CO
R
S82^45’51"E91.01’ S56^25’29"E
229.68’
N3
0^4
0’3
8"E
245.8
6’ R
/W-C
OR
276.2
5’ N
AIL
-C
OR
N43^21’1
5"E
446.4
3’ R
/W-C
OR
477.2
2’
EIP
-CO
R
N09^38’06"W22.16’
N44^40’26"E
5.50’
N08^34’11"W
354.0
9’ R
/W-C
OR
394.6
0’ E
IP-C
OR
N08^33’3
9"W
231.8
8’
N07^03’4
2"W
446.3
2’
N07^03’4
1"W
152.8
3’
S56^26’05"E
564.31’
N33^24’34"E
165.6
8’ R
/W-C
OR
190.4
8’
IRO
N-C
OR
N34^24’1
2"E
201.7
7’
CO
R-C
OR
N00^03’3
7"W
475.9
7’
N33^55’1
4"E
133.0
0’
S47^49’46"E
176.50’
N11^05’4
6"E
233.0
0’ R
/W-C
OR
S57^25’14"E
159.67’ COR-R/W
N11^13’4
2"E
268.1
3’ C
OR
-CO
R
S57^25’14"E
191.64’ R/W-COR
S57^25’14"E
197.90’ COR-COR
N2
9^1
8’5
5"E
N2
9^1
8’5
5"E
215.7
4’ R
/W-C
OR
S57^25’14"E
S57^25’14"E
99.00’
30
’ ST
RE
ET
DB
12
10
PG
22
86
N17^57’2
6"E
222.4
5’ R
/W
-C
OR
N17^57’2
6"E
215.7
7’ R
/W-C
OR
25
8.3
3’ E
IP
-C
OR
191.7
9’ R
/W-C
OR
N17^57’2
6"E
30.5
5’
99.50’ COR-COR
S57^25’14"E
191.00’
N2
3^3
2’0
2"E
187.7
4’ R
/W-C
OR
N42^54’5
0"E
123.3
8’
R/W
-CO
R
S49^01’43"E128.00’ COR-CEDAR CEDAR
TREE
N42^55’3
5"E
104.2
6’ R
/W-C
ED
AR
97.3
7’
RE
BA
R-C
ED
AR
N47^08’03"E
553.3
0’
CE
DA
R-R
EB
AR
N42^32’0
1"E
93.3
1’
RW
-RE
BA
R
93.5
0’
RE
BA
R-R
EB
AR
N47^11’0
1"E
349.2
0’
RE
BA
R-C
OR
N32^33’1
3"E
438.7
9’ R
/W-C
OR
S58^58’59"E
345.72’
N47^11’0
1"E
215.3
9’ C
OR
-R
EB
AR
S57^37’52"E51.66’ REBAR-REBAR
S57^09’58"E
437.11’ REBAR-COR430.11’ REBAR-EIP
N47^18’4
1"E
539.6
3’
RE
BA
R-E
IP
S74^41’28"E
135.59’ R/W
-COR
N03^31’2
3"E
43.6
6’
R/W
-CO
R
S74^41’28"E100.00’
S74^41’28"E
264.00’ N03^31’2
3"E
134.8
3’ R
/W-C
OR
N03^31’2
3"E
647.1
2’ C
OR
-CO
R
N03^50’1
3"E
593.6
8’ C
OR
-E
IP
N04^09’5
8"E
1221.2
8’ R
/W-E
IP
N17^57’2
6"E
886.0
0’
N73
^04’
21"E
167.5
0’
S54^35’30"E
573.09’
S54^35’30"E
226.91’ COR-EIP
S54^44’09"E
66.13’ EIP-EIP
S54^34’17"E
467.19’ EIP-EIP
S54^12’14"E
559.78’ EIP-COR
S54^12’14"E
363.00’ COR-COR
N04^02’0
4"E
167.9
8’
R/W
-EIP
219.8
5’
IRO
N-E
IP
N04^02’0
4"E
522.3
2’ E
IP
-C
OR
N04^02’0
5"E
67.3
9’
S84^31’51"E361.14’
S84^31’51"E103.72’N
05^28’0
9"E
80.7
3’
N08^1
4’0
9"W
534.6
7’ R
/W-C
OR
537.6
7’ R
EB
AR
-C
OR
N72^10’5
5"E
187.
15’
N02^14’2
6"W
185.4
3’
R/W
-CO
R
S86^17’31"W154.88’
N33^32’28"W
104.96’
N30^56’46"W
96.57’
N32^45’48"W
78.97’
N36^02’22"W
211.68’
N71
^55’
17"E
704.
88’ CO
R-C
OR
N71^5
5’1
7"E
739.
02’ CO
R-IRO
N
N69^2
4’3
0"E
808.5
0’ C
OR
-CO
R
N30^00’30"W
1494.41’ COR-COR
N69^56’3
0"E
916.4
9’
N30^00’30"W
533.97’ CO
R-C
OR
N47^59’3
0"E
1143.1
7’
S42^00’29"E
593.95’
S29^46’07"W
63.2
5’
S37^40’47"E
528.00’
S50^10’47"E
115.50’
S03^10’4
7"E
346.5
0’
N68^49’1
3"E
617.4
9’ R
/W-C
OR
S16^51’23"E
66
0.0
0’
S33^51’23"E
462.00’
S19^21’23"E
176.88’
S03^21’2
3"E
364.3
2’
N44^38’3
7"E
157.0
8’
CO
R-C
OR
S46^36’0
4"W
148.6
6’
R/W
-CO
R
S49^12’39"E
129.65’ COR-REBAR
S36^38’2
1"W
138.6
0’ R
/W-R
EB
AR
(T
OT
AL
)136.2
5’
(RE
BA
R-R
EB
AR
)
N36^38’03"E
294.0
5’ R
/W-C
OR
N06^57’3
2"W
N07^52’4
4"W
290.0
4’ R
/W-C
OR
212.0
5’ R
/W-C
OR
N36^38’03"E
103.3
0’
N36^38’03"E
143.3
9’
CO
R-R
EB
AR
N11^42’2
3"E
142.8
2’
R/W
-RE
BA
R
140.9
1’
RE
BA
R-R
EB
AR
S88^02’50"E
101.76’ REBAR-R
/W
S88^02’50"E
39.91’ AXLE-R
EBARN15^21’4
5"E
80.1
9’
AX
LE
-EIP
S87^58’05"E
139.26’ EIP
-R/W
S87^09’05"E
193.32’ R
/W-C
OR
N06^34’01"E
130.0
0’ A
XL
E-C
OR
S82^47’25"E
101.87’ R/W
-EIP
110.04’ EIP-E
IP
S82^11’05"E
90.93’ EIP
-AXLE
N05^57’0
1"E
122.8
1’ E
IP
-E
IP
S78^10’57"E107.0
4’ R/W
-EIP
112.31’ EIP-EIP
S78^17’04"E
91.00’ E
IP-C
OR
N05^51’4
2"E
65.0
0’
CO
R-E
IP
N05^51’4
2"E
65.0
0’
CO
R-C
OR
S84^52’52"E
140.21’ COR-E
IP
150.21’ EIP-EIP
N05^59’1
2"E
N06^06’4
2"E
178.3
9’
R/W
-CO
R
189.7
3’ R
/W-E
IP
S86^56’29"E
24.88’ E
IP-R
EBA
R
S86^07’39"E
150.36’ REBAR-REBAR
N35^58’04"E
291.8
3’ R
/W-R
EB
AR
291.2
4’
RE
BA
R-R
EB
AR
N01^14’0
4"E
208.9
8’ R
EB
AR
-CO
R
S86^57’30"E
537.80’
N51^38’0
0"E
699.9
2’
R/W
-CO
R
N24^02’49"E
28.99’ R
/W-R
/W
29.11’ AXLE-R/W
(TOTAL)
152.26’ AXLE-E
IP
N03^28’38"E
235.4
6’ R
/W-R
/W
235.3
8’ A
XL
E-R
/W (T
OT
AL
)
N03^29’1
1"W
306.2
0’ R
/W-R
/W
402.7
7’ R
/W-E
IP (T
OT
AL
)
N03^46’1
5"E
515.7
5’
RW
MO
N-C
OR
N00^55’2
5"W
253.0
7’ C
OR
-R/W
N75^4
5’0
3"E
100.0
0’
N14^13’5
0"W
100.2
5’
N76^1
1’10"E
200.0
0’
N14^1
3’5
0"W
618.1
1’ R
/W-C
OR
618.2
5’ C
M-C
OR
N03^50’5
0"W
139.7
5’
N78^04’1
0"E
256.19’
N79^26’1
0"E
100.00’
N82^52’1
0"E
100.00’
N86^26’1
1"E100.0
0’
N89^44’1
0"E54.9
7’
S38^55’50"E
95.33’
N12^37’3
1"E
617.6
3’
N60^53’1
0"E
339.7
8’ R
/W-C
OR
340.0
2’ C
M-C
OR
S33^23’4
9"E
86.63’ COR-R/W
N08^49’4
7"W
368.2
4’ R
/W-C
OR
440.7
8’ N
AIL
-CO
R
N74
^22’
59"E
247.9
6’
S60^18’10"E92.63’ S76^02’02"E147.60’
N13^38’45"W
112.5
4’ R
/W-R
EBA
R
185.5
6’ N
AIL
-REBA
R
N40^10’02"W
114.95’ REBAR-COR
N24^57’39"W
47.0
4’
N24^49’0
0"W
812.12’
N05^34’1
0"W
320.0
8’
S60^37’36"E
479.42’
N2
2^0
7’3
7"E
356.5
7’
N46^21’26"W
158.35’
N46^21’26"W
575.63’
N11^45’08"W
627.0
2’ R
EB
AR
-CO
R
N78^1
6’30"E
148.41’ C
OR
-EIP
N11^47’2
2"W
153.3
9’ R
/W-C
OR
N11^42’42"W
153.4
0’ R
/W-E
IP
N11^33’31"W
N11^3
1’0
3"W
N78^2
8’26"E
209.6
2’
N11^35’4
6"W
N11^35’03"W
149.6
0’ R
/W-C
OR
207.9
0’ C
OR
-CO
R
207.9
0’ C
OR
-CO
R
148.8
8’ R
/W-C
OR
209.5
9’ R
EB
AR
-CO
R
N03^46’1
5"E
263.1
3’ C
OR
-R
/W
N46^06’1
1"E
2090.1
9’
N87^52’25"W246.75’
N49^50’25"W
130.96’
N49^50’25"W
85.00’
N88^13’17"W
258.44’ R/W
-COR
S01^20’3
5"W
176.6
5’
N79^25’1
7"W412.2
8’ R/W
-CO
R
410.68’ EIP-COR
S63^12’14"E
145.07’ R/W-EIP
N53^57’4
6"E
343.6
2’ E
IP-E
IP
S62^48’14"E
351.45’ COR-EIP
S23^53’3
5"W
88
.65
’ C
OR
-R
/W
S23^53’3
5"W
77
.73
’ R
/W-C
OR
N78^5
8’08"E
154.26’
CO
R-R
/W
S20^5
6’5
2"E
219.0
2’ R
/W-C
OR
S81^15’02"E546.15’ R/W
-COR
576.43’ NAIL-C
OR
S29^24’10"E
179.08’ CO
R-E
IP
N02^53’26"E
10.47’ EIP-EIP
N03^32’1
1"E
60.4
4’ E
IP
-E
IP
N03^19’0
5"E
203.3
5’ R
/W-E
IP
212.2
3’ E
IP
-E
IP
N11^17’27"W
N78^14’2
9"E
218.7
4’ R
/W-C
OR
308.02’
CO
R-E
IP
N13^32’4
1"E
339.9
1’ R
/W-C
OR
S48^07’46"E
128.18’ R/W-EIP210.08’ EIP-EIP
N34^40’48"E
483.1
0’ R
/W-E
IP
501.8
3’ E
IP
-E
IP
S09^11’0
8"W
400.0
0’ R
/W-R
/W
428.7
2’ E
IP
-E
IP
4.56’
N13^46’5
4"E
119.6
1’
R/W
-EIP
144.3
7’
EIP
-EIP
S79^15’07"E137.1
6’ EIP
-EIP
N10^49’4
9"E
91.8
4’ R
/W-E
IP
S10^54’4
8"W
216.1
0’ R
/W-E
IP
216.3
7’ E
IP-E
IP
S34^43’5
9"W
303.8
4’ R
/W-C
OR
S09^53’0
1"E
521.3
2’
S09^53’0
1"E
165.0
0’
S29^36’5
9"W
180.2
8’
S13^36’5
9"W
224.0
0’
N61^1
0’1
0"E
666.9
6’
S12^02’3
6"E
104.9
2’
S38^03’5
3"W
177.5
9’
S43^03’2
4"W
427.9
2’
S41^38’2
4"W
79.0
0’
S02^21’5
0"E
N78^0
2’26"E
259.5
6’
S02^21’5
0"E
154.8
6’ R
/W-C
OR
178.3
4’ E
IP-C
OR
S07^02’04"W
190.3
6’ R
/W-C
OR
S07^02’0
4"W
484.3
8’ C
OR
-C
OR
N85^13’5
4"E
504.24’
S09^32’0
1"W
209.7
0’
R/W
-CO
R
N86^58’0
4"E153.2
3’
S09^32’5
1"W
183.7
6’
EIP
-CO
R
S01^17’0
3"E
460.8
2’ R
/W-C
OR
S26^54’3
4"W
89.3
1’ R
/W-C
OR
14
2.9
1’ R
EB
AR
-CO
R
S57^26’41"E
25.00’
S02^04’1
9"E
287.0
6’ C
OR
-CO
R
S81^35’25"E150.00’
S81^18’29"E193.96’ C
OR-REBAR
S2
6^5
6’2
6"W
24
7.9
9’ R
/W-R
EB
AR
302.3
0’ R
EB
AR
-R
EB
AR
S81^25’52"E
153.57’ R/W
-COR
S81^25’52"E94.00’
N81^25’52"W137.00’ C
OR-AXLE
S88^53’33"E
S88^53’33"E94.0
0’
S88^53’33"E
137.00’
110.66’
R/W
-CO
R
S08^16’1
0"W
218.5
3’
S08^28’22"W
206.3
2’
S08^48’5
8"W
188.5
3’
AX
LE
-CO
R
S25^38’32"W
16.48’ IRON-AXLE
S27^05’09"W
257.0
1’ R
/W-IR
ON
S54^57’28"E
397.00’ IRON-COR
S19^28’0
4"W
280.5
7’ R
/W-C
OR
S31^41’56"E
294.00’
S68^11’56"E
203.00’
S44^11’56"E
496.00’
N77^0
3’04"E
388.0
0’
S15^44’4
7"W
500.7
7’
S87^13’37"E1016.12’
S55^04’5
0"W
540.0
0’
S15^33’0
4"W
273.1
7’
S75^33’39"E414.00’
S75^33’39"E447.00’ COR-IR
ON
S75^33’39"E295.07’ IRON-R/W
291.97’ IRON-IR
ON
S17^33’4
2"W
419.7
1’
R/W
-IR
ON
420.5
3’
RE
BA
R-I
RO
N
S17^30’1
0"W
217.5
3’ C
OR
-CO
R
N74^1
5’4
0"E
N74
^18’
18"E
498.6
9’ CO
R-R
/W
499.
26’ CO
R-R
EBA
R
446.3
6’ CO
R-R
/W
447.1
4’ CO
R-E
IP
S18^03’5
8"W
96.8
4’ C
OR
-C
OR
S18^03’58"W
143.7
8’ C
OR
-CO
R
N74^1
5’4
0"E
127.1
2’ CO
R-C
OR
N74^1
5’4
0"E
239.9
3’ CO
R-R
/W
239.
87’ CO
R-IRO
N
S35^13’05"E
51.98’
163.5
9’
N65^5
1’2
2"E
107.3
1’ C
OR
-R/W
104.2
9’ C
OR
-IR
ON
S18^29’2
4"W
337.1
0’ R
/W-R
EB
AR
338.0
2’ R
EB
AR
-RE
BA
R
S18^07’50"W
60.51’ REBAR-REBAR
S18^11’4
7"W
136.9
1’ R
EB
AR
-C
OR
S17^47’2
1"W
383.2
5’ R
/W-R
/W
382.9
0’ R
EB
AR
-RE
BA
R
0.11’
S75^34’06"E275.57’ R/W-COR
275.17’ IRON-COR
S05^19’3
1"W
380.6
3’ R
/W-C
OR
359.6
1’ E
IP
-C
OR
S05^19’3
1"W
394.9
4’ C
OR
-CO
R
S85^51’49"E
518.42’ C
OR-C
OR
S04^23’5
0"W
226.9
8’ R
/W-C
OR
S04^23’5
0"W
516.0
7’ C
OR
-R
/W
547.0
0’ C
OR
-RR
SP
IKE
N53^08’09"E
307.6
0’
S04^23’50"W
437.0
7’ R
/W-C
OR
468.0
0’ R
RS
PIK
E-C
OR
S03^04’4
0"W
598.9
2’ R
/W-C
OR
600.3
4’
CM
-CO
R
S20^1
6’0
0"E
457.4
2’ R
/W-C
OR
S80^41’43"E574.94’
S81^18’14"E803.21’
S21^07’36"E
395.4
3’
S70^03’09"E
951.32’
S25^58’54"E
132.42’ R/W
-R/W
143.54’ CM
-EIP
7.16’
S05^48’5
9"E
S05^41’4
5"E
147.6
6’ R
/W-C
OR
128.5
2’ C
OR
-RE
BA
R
N84^02’0
4"E
433.54’
RE
BA
R-R
EB
AR
S06^36’2
3"E
366.6
7’ C
OR
-RE
BA
R
S06^3
0’3
5"E S87^19’46"W
30.00’
S06^36’22"E
40.06’ R
/W-C
OR
45.00’ R
W M
ON
-CO
R
S31^46’59"E
56.00’ R/W
-REBAR
54.49’ REBAR-R
EBAR
S31^46’25"E
61.00’ REB
AR
-EIP
S09^43’1
1"W
82.9
8’ R
EB
AR
-R
EB
AR
S83^49’00"E320.67’ E
IP-EIP
S22^01’11"E
104.51’ R/W
EIP
S28^36’4
5"W
27
9.6
6’ R
EB
AR
-E
IP
S89^05’50"E
183.24’
EIP
-EIP
S00^19’3
7"E
278.3
0’ E
IP-E
IP
S00^41’4
0"E
2322.1
4’ E
IP-C
OR
S40^19’44"E
1821.80’ EIP-COR
S00^39’20"E
544.0
0’
S84^31’40"E1683.54’
S06^41’0
5"W
622.8
7’
S12^22’4
3"E
948.4
5’
S13^53’29"E
346.5
0’
S09^37’4
7"E
1398.3
5’ R
/W-C
OR
1398.2
1’ A
XLE-C
OR
N44^50’1
1"E
570.0
6’
S84^24’49"E816.14’
N23^45’1
1"E
234.5
7’
N65
^19’
21"E
632.0
0’
S19^23’09"W
7.14’
N64^5
3’1
7"E
S66^36’51"E
561.26’ R/W-COR
612.48’ RW MON-COR
N62^12’2
8"E
249.3
9’
S39^04’49"E
86.76’ R/W-CO
R
S04^42’0
9"W
222.6
3’ C
OR
-R
/W
102.3
9’ C
OR
-R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EX
ISTIN
G R
/W
EX
ISTIN
G R
/W
EXISTING R/W
EX
IST
ING
R/W
R/W VARIES ACCORDIN
G TO
STATE PROJECTS: 8
238 & 6.801783
EXISTING R/W
EXISTING R/W
370’ R
/W
(185’
EA
CH
SID
E O
F C
EN
TE
RL
INE
)
PE
R S
TA
TE
PR
OJE
CT
: 6
.801783
EXISTIN
G R/W
R/W
VA
RIE
S A
CC
OR
DIN
G T
O
STATE P
RO
JEC
TS: 8238 &
6.8
01783
EX
IST
ING
R/W
EXISTIN
G R/W
R/W V
ARIES A
CCORDING T
O
STATE PROJE
CT: 6.801783
EX
ISTIN
G R
/W
EX
ISTIN
G R
/W
200’ R
/W
PER
STA
TE P
RO
JEC
T: 8
238
200’ R
/W
(100’ E
AC
H S
IDE O
F C
EN
TER
LIN
E)
PER
STA
TE P
RO
JEC
T: 8
238
200’ R/W
(100’ EACH SIDE OF CENTERLINE)
PER STATE PROJECT: 8238
200’ R/W
(100’ EACH SIDE OF CENTERLINE)
PER STATE PROJECT: 8238
200’ R
/W
(100’ EA
CH
SID
E O
F C
EN
TER
LIN
E)
PER
STA
TE P
RO
JEC
T: 8
238
EX
ISTIN
G R
/W
EX
ISTIN
G R
/W
200’ R
/W
PER
STA
TE P
RO
JEC
T: 8
238
BEGIN EXISTING
CO
NT
RO
L O
F A
CC
ES
S
BEGIN EXISTIN
G
CO
NT
RO
L O
F A
CC
ES
S
EX
ISTIN
G R
/W
EXISTING CONTROL OF ACCESS LIN
E
EXISTING R/W
EXISTING R/W
EX
IST
ING
R/W
EXISTIN
G R/W
R/W VARIES ACCORDIN
G TO
STATE PROJECT: 6
.801783
EXISTING CONTROL O
F ACCESS LIN
E
EX
IS
TIN
G R
/W
EX
IS
TIN
G R
/W
40’ R
/W
EXISTING R
/W
EXISTING R/W
EX
IST
ING
R/W
EX
IS
TIN
G R
/W
60’ R/W
EX
IST
ING
R/W
EX
IS
TIN
G R
/W
60’ R/W
EX
IS
TIN
G R
/W
EX
IST
ING
R/W
60’ R/W
EX
ISTIN
G R
/W
EX
ISTIN
G R
/W
50’ R
/W
EXISTING R/W
EXISTING R/W
50’ R
/W
EXIS
TING
R/W
EXIS
TING
R/W
50’ R
/W
EXISTING R/W
EX
IST
ING
R/W
(25’ F
RO
M C
EN
TE
RL
INE
)
EXIS
TING
R/W
PER PB 6 PG 51
EX
IS
TIN
G R
/W
PE
R P
B 6
PG
51
S02^21’5
0"E
73.3
8’ C
OR
-R/W
449.7
6’ R
/W-C
OR
EX
IST
ING
30’ P
RIV
AT
E R
/W
PE
R P
B 6
PG
51
EX
IST
ING
30’ P
RIV
AT
E R
/W
PE
R P
B 6
PG
51
EXISTING R/W
EXISTING R/W
60’ R
/W
EXISTING R/W
EXISTING R/W
60’ R
/W
EX
IS
TIN
G R
/W
EX
IS
TIN
G R
/W
60’ R/W
EXISTIN
G R
/WEX
ISTIN
G R
/W
60’ R
/W
EX
ISTIN
G R
/W
EX
ISTIN
G R
/W
60’ R
/W
EX
ISTIN
G R
/W
EX
ISTIN
G R
/W
60’ R
/W
EXISTIN
G R
/W
EXISTIN
G R
/W
60’ R
/W
EXISTING R/W
EXISTIN
G R/W
60’
R/W
EX
IST
ING
R/W
EX
IS
TIN
G R
/W
60’ R/W
EX
IST
ING
R/W
EX
IST
ING
R/W
60’ R/W
EX
IST
ING
R/W
EX
IST
ING
R/W
45’
R/W
(15’
NO
RT
H O
F C
)
(30’ S
OU
TH
OF
C)
L
RONALD B. D
RUM, e
t al.
EXISTING R/W
EXISTING R/W
80’ R
/W
68’ TR
AN
SMIS
SION
LIN
E R/W
(DU
KE P
OW
ER
CO
MPA
NY
)
68’ TR
AN
SMIS
SION
LIN
E R/W
(DU
KE P
OW
ER CO
MPA
NY
)
68’ TR
AN
SM
ISSIO
N L
INE R
/W
(DU
KE P
OW
ER
CO
MPA
NY
)
SOLID
IRON
SOLID
IRON
SOLIDIRON
SOLID IRON
SOLID
IRO
N
SO
LID
IRO
N
SOLID
IRON
SOLID
IRO
N
S18^13’4
2"W
630.0
0’
S11^13’4
2"W
40.0
0’
CIT
Y O
F K
ING
S M
OU
NTA
IN
EX
TRA
TERRIT
ORIA
L JU
RIS
DIC
TIO
N
CLEV
ELA
ND
CO
UN
TY
JURIS
DIC
TIO
N
CIT
Y O
F K
ING
S M
OU
NT
AIN
EX
TR
A T
ER
RIT
OR
IAL
JU
RIS
DIC
TIO
N
CL
EV
EL
AN
D C
OU
NT
Y J
UR
ISD
ICT
ION
N40^59’5
2"E
R/W VARIES ACCORDIN
G TO
STATE P
RO
JEC
TS: 8238 &
6.8
01783
EXISTIN
G R/W
EXISTIN
G R/W
S40^19’44"E
1821.80’ EIP-COR
P L
P L
P L
P L
P L
P L
P
L
PL
PL
PL
P
L
P
L
P
L
P L
P L
P L
P L
PL
PL
P L
P
L
P
L
PL
PL
PL
PL
PL
PL
P
L
P LP
L
P L
PL
PL
P LP L
PL
PL
P
L
PL
PL
P
LP
L
PL PL
PL
PL
PL
PL
PL
PL
P
L
PL
PL
PL
PL
PL
PL
PL
P L
P L
P L
PL
PL
PL
PL
PL
PL
PL
PL
P
L
PL
PL
PL
PL
PL
PL
PL
P
L
PL
PL
PL
P L
PL
P
L
PL
PL
PL
P
L
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
P
L
PL
P L
P L
P L
P
L
P L
P
L
P
L
P L
P L
PL
PL
P
L
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
P L
P L
P L
PL
PL
PL
PL
PL
PL
PL
PL PL
PL
PL
PL
P L
PL
PLP L
PL
PL
PL
PL
P
L
PL
P
L
PL
PL
PL
PL
PL
PL
PL
P L
P L
PL
PL
PL
PL
PL
P
L
P
L
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
P
L
P
L
PL
P
L
P
L
PL
PL
P
L
PL
PL
PL
PL
PL
PL
PL
P
L
PL
PL
PL
PL
PL
PL
P L
PL
PL
P L
PL
PL
PL
P L
PL
PL
P L
PL
PL
P
L
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
P
L
PL
P
L
PL
PL
PL
PL
P
L
P
L
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
P L
P L
PL
P
L
PL
PL
PL
PL
PL
PL
P
LP
L
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
P
L
P
L
PL
PL
PL
PL
P
L PL
PL
PL
PL
P
L
PL
PL
GEORGE B. PEELER, JR.
DELORES W.
PATTERSON
DAVID BAPTIST
CHURCH
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
3435
36
37
38
38
39
40
41
42
43
44
45
4647
48 49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
ROBERT E. LEE & WF.
GERALDINE H. LEE
ASPHALT PAVING
OF SHELBY, INC.
MARY H. CORNWELL
HELEN QUEEN JOHNSON
RONALD L. KING
ROBERT L. TRICE & WF.
LISA V. TRICE
RONALD L. KING
DAVID WAYNE ALLEN
ASPHALT PAVING
OF SHELBY, INC.
ASHLEY PAUL DOVER
THOMAS LUTHER PEACE
PAUL H. DOVER THOMAS KEITH ANTHONY
CALVIN D. CRAWFORD
WILLARD LEE
YARBOROUGH, JR.
THELMA
ANTHONY
CONCRETE SUPPLY CO.
EDWARD H. HERNDON
BROWNIE
WHISNANT, HEIRS
BROWNIE WHISNANT, HEIRS
LESTER A. HARMON, HEIRS
BROWNIE WHISNANT, HEIRS
HAROLD H. HERNDON
CHARLES A.
WHISNANT
HOWARD J. RANDALL
JOY W. LANCASTER
ANDREW J. CHAMPION, JR.
JOHNNIE MAE L. HARMON
GEORGE B. PEELER, JR.
KENNETH B. RANDALL
JACK WILLIAMS
LARRY KENNEDY
BARRY KEITH COWAN
WILLIAM PRESTON
HARMON, JR.
MILDRED KING PANTHER
J. T. NANCE
GILBERT KEITH RANDALL
CHARLES BRENT HERNDON
CHARLES CARRIGAN
JULIE J. HARMON
BETTY CARRIGAN
CHARLES CARRIGAN
RONNIE DEAN
LEONHARDT
WILLIAM S. HASKINS, II GEORGE WILLIAM
OVERCASH, JR.
HAROLD L. HORD
LOUISE GAMBLE FISHER
JOY HARRIS WALTERS
CHARLES P. WALTERS
CLYDE C. KERNS
BILLY DEAN HOUZE
BURRIS E. RAMEY, JR.
FELIX OROZCO AMMAYOLIVER EMMERT, JR.
JAMES KENNETH BELL
KINGS MOUNTAIN DISTRICT SCHOOLS
NELSON JERRY MORRIS
END TIP PROJECT R-2707D
BEGIN TIP PROJECT R-2707E
-L- STA. 858+00.00
GRADE
POINT
PAVED PAVED
VAR. 24’ TO 48’
SEE PLANS
(-L-) US 74 (Shelby Bypass)
6:1
2:1
PAVED
6:1
2’
6:1
.04 .02 Exist e .02 .02.02 Exist e
CL CL
.02
GRADE
POINT
CL
.02
.02
.08.08
.082:1 M
AX
.02
GRADE
POINT
.02.02
-Y5-
US 74 EBL
-Y5-
US 74 WBL-Y4-
.04 .04
DOUBLE FACE
GUARDRAIL
8’-6"
CLEV
ELA
ND
CO
UN
TY
JUR
ISD
ICTIO
N
CIT
Y O
F K
ING
S M
OU
NTA
IN
EX
TR
A T
ER
RIT
OR
IAL JU
RIS
DIC
TIO
N
CIT
Y O
F KIN
GS M
OU
NTA
IN
EX
TR
A T
ER
RIT
OR
IAL JU
RISD
ICTIO
N
CLEV
ELA
ND
CO
UN
TY
JUR
ISDIC
TIO
N
CIT
Y O
F K
ING
S M
OU
NT
AIN
EX
TR
A T
ER
RIT
OR
IAL
JU
RIS
DIC
TIO
N
CL
EV
EL
AN
D C
OU
NT
Y J
UR
ISD
ICT
ION
Functional Class. = Arterial
Design Speed = 70 mph
Max. Superelev. = 0.08
GRADE
POINT
6:16:1
6:1
EXIST. GROUND
EXIST. GROUND
2:1
VARIABLESLOPES
6:1
VARIABLESLOPES
EXIST. GROUND
EXIST. GROUND
CL -L-
TYPICAL SECTION
FDPS FDPS FDPSFDPS
VAR. 24’ TO 48’
0.04 0.02
0.02
0.02 0.08
6:1 6:10.08 0.02 0.02 0.02 0.04
TYPICAL SECTION
(-Y5-) EXISTING US 74
2:1 MAX
GRADE
POINTEXIST. GROUND
EXIST. GROUND
FDPS FDPS FDPS FDPS
MA
TC
HLIN
E R
OLL 4
6’12’10’
12’ 23’ 23’
6’ 12’ 10’VAR. 12’
TO 36’
4’ 4’ 4’4’
12’ - 15’
VAR. 12’
TO 36’
8’12’12’2’7’12’
57’
12’ 12’
4’
12’
55’
12’12’ VAR. 0’
TO 12’
12’
10’
4’ 4’ 4’ 4’
EXISTING ROADWAY EXISTING ROADWAY
EXIST.
GROUND
VAR.
8’-6"
TO
20’-6"
Functional Class. = Arterial
Design Speed = 70 mph
Max. Superelev. = 0.08
795+00
DE
SIG
N P
UB
LIC
HE
AR
IN
G M
AP
& O
FF
IC
IA
L C
OR
RID
OR
MA
P
RO
LL
5 O
F 5
CL
EV
EL
AN
D C
OU
NT
Y
PR
OJE
CT
34
49
7.1
.1 (R
-27
07
)
F. A
. PR
OJE
CT
NH
F-7
4(1
4)
US
74
- S
HE
LB
Y B
YP
AS
S
DESIGN PUBLIC HEARING MAP & OFFICIAL CORRIDOR MAP
ROLL 5 OF 5
CLEVELAND COUNTY
PROJECT 34497.1.1 (R-2707)F. A. PROJECT NHF-74(14)
US 74 - SHELBY BYPASS
DE
SIG
N P
UB
LIC
HE
AR
IN
G M
AP
& O
FF
IC
IA
L C
OR
RID
OR
MA
P
RO
LL
5 O
F 5CLEVELAND COUNTYP
RO
JE
CT
34
49
7.1
.1 (
R-2
70
7)
F.
A.
PR
OJE
CT
NH
F-7
4(1
4)
US
74
- S
HE
LB
Y B
YP
AS
S
LEGEND
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
PROPOSED EASEMENTS
FUTURE ROADWAY
EXISTING STRUCTURES, ISLAND, CURB
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
0000
0000
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
AND GUTTER TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
P
L PROPERTY LINES
LEGEND
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
PROPOSED EASEMENTS
FUTURE ROADWAY
EXISTING STRUCTURES, ISLAND, CURB
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
0000
0000
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
AND GUTTER TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
P
L PROPERTY LINES
LEGEND
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
PROPOSED EASEMENTS
FUTURE ROADWAY
EXISTING STRUCTURES, ISLAND, CURB
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
0000
0000
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
AND GUTTER TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
P
L PROPERTY LINES
LEGEND
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
PROPOSED EASEMENTS
FUTURE ROADWAY
EXISTING STRUCTURES, ISLAND, CURB
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
0000
0000
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
AND GUTTER TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
P
L PROPERTY LINES
LEGEND
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
PROPOSED EASEMENTS
FUTURE ROADWAY
EXISTING STRUCTURES, ISLAND, CURB
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
0000
0000
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
AND GUTTER TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
P
L PROPERTY LINES
TRAFFIC SIGNAL
POTENTIAL DWARF-FLOWERED HEARTLEAF SITES
LEGEND
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
PROPOSED EASEMENTS
FUTURE ROADWAY
EXISTING STRUCTURES, ISLAND, CURB
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
0000
0000
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
AND GUTTER TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
P
L PROPERTY LINES
LEGEND
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
PROPOSED EASEMENTS
FUTURE ROADWAY
EXISTING STRUCTURES, ISLAND, CURB
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
0000
0000
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
AND GUTTER TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
P
L PROPERTY LINES
LEGEND
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
PROPOSED EASEMENTS
FUTURE ROADWAY
EXISTING STRUCTURES, ISLAND, CURB
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
0000
0000
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
AND GUTTER TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
P
L PROPERTY LINES
LEGEND
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
PROPOSED EASEMENTS
FUTURE ROADWAY
EXISTING STRUCTURES, ISLAND, CURB
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
0000
0000
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
AND GUTTER TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
P
L PROPERTY LINES
LEGEND
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
PROPOSED EASEMENTS
FUTURE ROADWAY
EXISTING STRUCTURES, ISLAND, CURB
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
0000
0000
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
AND GUTTER TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
P
L PROPERTY LINES
TRAFFIC SIGNAL
POTENTIAL DWARF-FLOWERED HEARTLEAF SITES
LEGEND
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
PROPOSED EASEMENTS
FUTURE ROADWAY
EXISTING STRUCTURES, ISLAND, CURB
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
0000
0000
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
AND GUTTER TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
P
L PROPERTY LINES
LEGEND
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
PROPOSED EASEMENTS
FUTURE ROADWAY
EXISTING STRUCTURES, ISLAND, CURB
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
0000
0000
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
AND GUTTER TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
P
L PROPERTY LINES
LEGEND
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
PROPOSED EASEMENTS
FUTURE ROADWAY
EXISTING STRUCTURES, ISLAND, CURB
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
0000
0000
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
AND GUTTER TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
P
L PROPERTY LINES
LEGEND
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
PROPOSED EASEMENTS
FUTURE ROADWAY
EXISTING STRUCTURES, ISLAND, CURB
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
0000
0000
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
AND GUTTER TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
P
L PROPERTY LINES
LEGEND
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
PROPOSED EASEMENTS
FUTURE ROADWAY
EXISTING STRUCTURES, ISLAND, CURB
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
0000
0000
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
AND GUTTER TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
P
L PROPERTY LINES
TRAFFIC SIGNAL
POTENTIAL DWARF-FLOWERED HEARTLEAF SITES
LEGEND
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
PROPOSED EASEMENTS
FUTURE ROADWAY
EXISTING STRUCTURES, ISLAND, CURB
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
0000
0000
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
AND GUTTER TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
P
L PROPERTY LINES
LEGEND
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
PROPOSED EASEMENTS
FUTURE ROADWAY
EXISTING STRUCTURES, ISLAND, CURB
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
0000
0000
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
AND GUTTER TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
P
L PROPERTY LINES
LEGEND
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
PROPOSED EASEMENTS
FUTURE ROADWAY
EXISTING STRUCTURES, ISLAND, CURB
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
0000
0000
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
AND GUTTER TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
P
L PROPERTY LINES
LEGEND
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
PROPOSED EASEMENTS
FUTURE ROADWAY
EXISTING STRUCTURES, ISLAND, CURB
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
0000
0000
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
AND GUTTER TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
P
L PROPERTY LINES
LEGEND
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
PROPOSED EASEMENTS
FUTURE ROADWAY
EXISTING STRUCTURES, ISLAND, CURB
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
0000
0000
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
AND GUTTER TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
P
L PROPERTY LINES
TRAFFIC SIGNAL
POTENTIAL DWARF-FLOWERED HEARTLEAF SITES
050100 100 200
1"=200’
PROPOSED NOISE WALLPROPOSED NOISE WALL
050100 100 200
1"=200’
1
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JAMES C. HEAFNER
BETTY J. MAYES
DONNA D. PAINTER
J. HAROLD PARKER & WF. HELEN PARKER
MICHAEL A. GREENE & WF. JENNIFER S. GREENE
DENNIS L. HAMRICK
MICHAEL H. FRADY & WF. NORMA J. FRADY
JULES D. JOHNSON & WF. LINDA JOHNSON
BARBARA MAE WALKER
RANDOLPH NELSON BIGGERS
KENNETH J. STRICKLAND & WF. MARGARET L. STRICKLAND
JAMES MARION ROSE & WF. PATRICIA B. ROSE
JOHN W. BEHELER & WF. FRANCES M. BEHELER
JOHN LEMUEL RACHELS & WF. BETTINA B. RACHELS
GARVIS LEE STRICKLAND & WF. REBA B. STRICKLAND
HECTOR GARCIA & WF. ANGELICA GARCIA
ROBERT E. LEE & WF. GERALDINE H. LEE
B. EDWARD ANTHONY & WF. FAIRY N. ANTHONY
ROBERT E. LEE & WF. GERALDINE H. LEE
DAVID WAYNE ALLEN
ASPHALT PAVING OF SHELBY, INC.
JAMES STRICKLAND, JR.
GREGORY KEITH ANTHONY
CALVIN PROCTOR
KENNETH ANTHONY
ROBERT KEITH PROCTOR
JAMES F. MORROW
RONNIE F. MORROW
ALFRED L. HENDERSON
NATHAN WILLIAM BEARD
WILLIAM G. BEARD
JACK RAY HARMON
ROBERT GREGORY RANDALL
CHARLES A. WHISNANT
GEORGE W. WHISNANT
BETTY HARMON BABB
LESTER A. HARMON, HEIRS
CHARLES RALPH DOVER
CHARLES E. DOVER
CHARLES RALPH DOVER
CHARLES E. DOVER
GLENN ALTON DOVER
CHARLES E. DOVER
STATE HIGHWAY & PUBLIC WORKS COMMISSION
JOHNNIE MAE L. HARMON
ALCONON CLUB OF SHELBY, INC.
JOHNNIE MAE L. HARMON
ROBERT HOWARD DIXON
ANN W. TRIA
JOHN J. TRIA
THOMAS E. WILSON, HEIRS
AUDREY CRAWLEY
HOWARD J. RANDALL
CATHY S. COWAN
THOMAS W. PATTERSON
LORETTA F. MOORE
MARGARET JONES BRIDGES
GERALD D. PEPPERS
CHARLES DOUGLAS HAMBRIGHT, JR.
JOE C. EARLE
CLARA MCSWAIN EARLE
JOEL MAX WHISNANT
EARL STEPHEN HARMON
LOUISE GAMBLE FISHER
JOY HARRIS WALTERS
NELSON JERRY MORRIS, JR.
JAMES DOUGLAS ELAM
JERRY EUGENE LOVELACE
PAULA ANN CASH
RUFUS G. PLONK
61
62
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68
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70
F
(SEE SHEET 18)
PRO
PR/W
+35.98 40.00’+20.94
40.00’ +29.4540.00’
+66.53 -RPC-
75.00’
+00.00 -RPC-
75.00’
+75.00 -RPC-
75.00’
+09.53 -RPC-
80.00’
+41.66
184.67’ TIE
TO EXIST. FENCE
+00.0
0
105.0
0’
+00.00 -SR6-
62.00’
+10.00 -RPB-
96.00’
+00.00 -Y42-
60.00’
BEG. C/A &FENCE
+80.00 -Y42-150.00’
+77.72 -SR7-
60.00’
+16.03 -
SR7-
60.00’
+25.42 -S
R7-
60.00’
+75.00 -L
-
183.74’ TIE
TO EXIST. FENCE
+00.00 -L
-
110.00’
+49.78 -
SR7-
60.00’
+18.6
5 -SR
7-
60.00’
+25.0
0
95.0
0’
+25.00
90.00’
+25.00
90.00’
+15.00
105.00’
+40.00
100.00’
+00.00
95.00’
+30.00
110.00’
+00.00
100.00’
+30.00 -RPC-
80.00’
SOIL
SO
IL
SOIL
SO
IL
SOIL
10’ C
ON
C
US 74 W
BL 24’ A
SPH
SO
IL
GR
BST
GR
POND
10’ CONC
SR
21
28
JO
HN
SO
N R
D 2
0’ B
ST
GR
POOL
SOIL
POND
BST
GR
SO
IL
SOIL
24’ B
ST
BST
15
’ B
ST
BU
FF
AL
O C
RE
EK
BU
FF
AL
O C
RE
EK
BST
BST
BST
SO
IL
BS
T
BST
10’ BST
BST
GRGR
GR
10’ CO
NC
GR
GR
10’
CO
NC
9’
BS
T
GR
W. E
. 701.8
SR 2089 SERVICE RD 18’ BST
SR 2325 H0EY CHURCH RD 24’ BST
SR 2
203 W
AK
E R
D 2
0’ B
ST
SR 2325 HOEY CHURCH RD 24’ BST
US 7
4 E
BL 2
4’ A
SPH
W. E. 7
76.1
SOIL
SR
2128 J
OH
NS
ON
RD
19’ A
SP
H
SR 2128 J
OHNSON RD 1
9’ ASPH
WBL
EB
L
US 74 EBL 36’ ASPH
US 74 WBL 36’ ASPH
US 74 WBL 24’ ASPH
US 74 EBL 24’ ASPH
US 7
4 W
BL 2
4’ A
SPH
US 74 E
BL 24’ A
SPH
WBL
EBL
EXIST C & G
WBL
EBL
EXIST C & G
BST
BST
SR
2238 L
ON
G B
RA
NC
H R
D 2
2’ B
ST
12’ B
ST
GR
SR 2255 ANTHONY RD 17’ BST
12’ C
ON
C
18’ C
ON
C
12’
CO
NC
22’ C
ON
C
POOL
9’ BST
MIDWAY LAKE RD 16’ BST
MID
WA
Y L
AK
E R
D 1
6’ B
ST
10’ C
ON
C
12’ CONC
GR
GR
SR 2168 ANTHONY FARM RD 18’ BST
GR
US 74 E
BL
BST
GR
SR 2168 ANTHONY F
ARM R
D 26’ B
ST
SOIL
GR
GR
GR
GR
SOIL
SO
IL
GR
GR
GR
GR
GR
GR
GR
GR
SO
IL
SO
IL
US 7
4 W
BL
26’ B
ST
2’ BST
GR
US 74 EBL 24’ BSTUS 74 WBL 26’ BST
3’ BST
GR
GR
MID
WA
Y L
AK
E R
D 1
2’ B
ST
12’ CONC
POOL
GR
PO
TT
S C
RE
EK
RD
20’ B
ST
GR
BE
AS
PL
GR
GR
GR
GR
GR
9’ B
ST
GR
10
’ BS
T
BST
GR
GR
POND
POND
8’ BST
GR
CO
NC
GR
BST
GR
CO
NC
SR 2245 B
ETH
LEH
EM
RD
20’ BST
SOIL
GR
GR
GR
GR
GR
GR
SOIL
SO
IL
SOIL
SOIL
GR
SOIL
US 74 WBL 26’ BST
US 74 EBL 24’ BST
SO
IL
GR
GR
3’ BST
US 74 EBL 24’ BST
US 74 WBL 24’ BST
SR
2042 A
UTU
MN
WO
OD
S D
R 2
1’ B
ST
GR
GR
GR
GR
GR
GR
GR
SR 2
245 B
ETH
LEH
EM
RD
20’ B
ST
SR
2244 H
AR
MO
N R
D 2
0’ B
ST
22’ BST
GR
GR
18’ C
ON
C
CONC
18’
CO
NC
SR
2041 W
ILL
IAM
S R
D 1
8’
BS
T
10’ BST
BST
8’ C
ON
C
SR 2042 A
UT
UM
N W
OO
DS D
R 20’ B
ST
CONC
GR
US 7
4 E
BL 2
4’ B
ST
US 7
4 W
BL 2
4’ B
ST
SR 2
319 14’ B
ST
SR 2319
14’ BST
GR
CONC
BST
GR
GR
BST
SOIL
GR
CO
NC
CONC
GR
SR
2244 H
AR
MO
N R
D 1
8’
BS
T
CO
NC
CONC
CO
NC
GR
GR
8’ B
ST
GR
GR
SOIL
GR
GR
GR
GR
GR
GR
SOIL
GR
GR
2’ BST
2’ BST
2’ BST
US 74 WBL 24’ BST
US 74 EBL 24’ BST
GR
SO
IL
GR
SOIL
GR
GR
2’ BST
2’ BST
US 74
WBL
24’ BST
US 7
4 EBL
24’ BST
GR
12’ CO
NC
GR
GR
SR
2603 D
AV
ID B
APTIS
T C
H R
D 2
4’ B
ST
US 74 EBL 24’ B
ST
US 7
4 WBL
24’ BST
BST
14’ BST
BST
SR
2603 D
AV
ID B
APTIS
T C
H R
D 2
4’ B
ST
GR
GR
GR
SOIL
GR
GR
GR
GR
2’ BST
2’ BST
2’ BST
2’ BST
BS
T
2’ BST
2’ BST
2’ BST
2’ BST
US 7
4 EBL
24’ BST
US 7
4 W
BL BST
SR
2248 B
ET
HW
AR
E R
D 1
8’
BS
T
22’ B
ST
BST
CO
NC
11’ BST
BST
11’ BST
10’ CO
NC
SR
2603 D
AV
ID B
APTIS
T C
H R
D 2
4’ B
ST
CONC
GR
GR
2’ BST
2’ BST
2’ BST
2’ BST
GR
GR
GR
US 74 WBL B
ST
US 7
4 EB
L 24’ B
ST
SLO
PE ST
AK
E L
INE
SLO
PE S
TA
KE L
INE
SLO
PE S
TA
KE L
INE
.08
.08
.07
.07
.06
.06
.05
.05
.04
.04
.08
.08
.07
.07
.06
.06
.05
.05
.04
.04 .0
3.0
3
.02
.02
.02
.01
.01
.00
.02
.02
.02
.03
.03
.04
.04
.01
.01
.00
.00
.01
.01
.02
.02
.02
.03
.03
.04
.04
.08
.08
.07
.07
.06
.06
.05
.05
.04
.04
.03
.03
.02
.02
.01
.01
.00
.02
.08
.08
.07
.07
.06
.06
.05
.05
.04
.04
.03
.03
.02
.02
.01
.01
.02
.00
.07
.07
.06
.06
.05
.05
.04
.04
.03
.03
.02
.02
.02
.01
.01
.00
.07
.07
.06
.06
.05
.05
.04
.04
.03
.03
.02
.02
.02
.01
.01
.00
.04
.03
.02
.02
.01
.01
.00
.02
.02
.02
.02
.03
.04
.01
.01
.00
.00
.01
.01
.02
.02
.02
.03
.03
.02
.02
.02
.01
.01
.00
.02
.01
.00
.01
.02
.02
.03
.04
.04
.05
.06
.06
.05
.04
.03
.03
.02
.02
.01
.01
.00
.04.0
3.02
.02
.02
.01
.01
.00
.04
.03
.02
.02
.02.01
.01
.00
.00.0
1
.01
.02
.02
.02
.03
.04
.05
.00
.01
.01
.02
.02
.02
.03
.04
.05
.03
.02
.02
.02
.01
.01
.00
.04
.03
.02
.02
.02
.01
.01
.00
.04
.03
.02
.02
.02
.01
.01
.00
.02
.03
.04
.05
.06
.07
.07
.07
.06
.06
.05
.05
.04
.04
.03
.03
.02
.02
.01
.01
.00
.02
.03
.04
.05
.06
.07
.07
.06
.05
.04
.03
.02
.08
.08
.07
.06
.05
.04
.03
.02
.06
.05
.04
.03
.02
.02
.01
.01
.00
.02
.06
.05
.04
.03
.02.02
.01
.01
.00
.02
.07
.06
.05
.04
.03
.02 .02
.02
.01
.01
.00
.07
.06
.05
.04
.03
.02
.02
.02
.01
.01
.00
.02
.01
.01
.00
.04
.03.0
2
.02
.01
.01.0
0
.03
.04 .0
3
.02
.01
.00
.01
.02
.03
.04
.02
.03
.04
.05
.02.03
.04
.02
.02
.01
.01
.00
.06
.05
.04
.03
.02
.02
.02
.01
.01
.00
.01
.03
.04
.05
.06
.04
.03
.02
.01
.01.0
0
.02
.03
.04
.08
.07
.06
.05
.04
.04
.03
.03
.02
.02
.01
.01
.00
.04
.08
.02
.02
.01
.01
.00
.00
.01
.02
.03
.04
.05
.06.06
.05
.04
.04
.05
.06
.02.00
.01
.02
+4
5.6
7+
45
.67
+65.6
4
+23.2
6
+8
3.2
6
+80.0
0
+20.0
0
+1
7.5
3+
17
.53
+09.1
4
+54.1
4
+79.14
+79.3
8
+94.3
8
+41.4
0
+41.4
0
.02
.02
.02
.02
.02
.02
.02
.02
.02
.02
+21.3
5
+39.7
2
.02
.02
.02
.02
+25.4
2
+50.00
.03
.03
+66.4
4
+41.4
4
+41.0
3
.06.0
6
+01.4
1
+85.3
0+59.8
3
+14.7
0
+89.8
9
+21.1
2
.02
.02
.02
.02
+5
2.6
4
25.00’(TYP)
+43.3
3
+42.2
8
+22.7
3
+73.3
6
+81
.17
+84.0
0
+35.0
0
+50.0
0
+46.5
3
+00.0
0
+00.0
0
+12.2
7
+74.0
0
+35.3
0
+55.7
9
+32.0
0
+49.33
+48.05
+52.4
7
.02
.02
.01
.01
.00
.03
.04
.05
.02
.05
.04
.03
.02
.02
.01
.01
.00
.02
25.00’
(TYP.)
+83.7
3
.02
.01
.08
.07
.06
.05 .01
+25.00
4’ PAINTED ISLAND
4’
PA
INT
ED
IS
LA
ND
.02
.02
.02
.02
.05
.06
.06
.06
.05
.04
.06
.08
.07
.06
.05
.04
.03
.06
.08
.07
.06
-L-
-L-
12’
12’
12’
12’
12’
+41.6
7
+75.0
09’ PS
108^44’41.3"
+05.0
09’ P
S
+38.3
3
12’
12’
12’
50’ TYP
-L-
74’
F-F
24’
12’
PS
10’
14’
4’PS
4’PS
4’
PS
36’
4’
PS
18’
4’PS
4’
PS
24’
+03.1
3
9’
-L-
PRO
POSE
D W
W FE
NC
E
PR
OPO
SED
WW
FEN
CE
PR
OPO
SED
WW
FEN
CE
PROPO
SED W
W FEN
CE
PR
OP. W
W F
EN
CE
PR
OPO
SED
WW
FEN
CE
PR
OPO
SED
WW
FEN
CE
PR
OPO
SED
WW
FEN
CE
36’
4’
PS
4’
PS
4’PS
4’PS
23’
23’
RA
MP
C
.02
PR
OP
OS
ED
WW
FE
NC
E
OB
LIT
ER
AT
E L
EN
GT
H 3
67’
23’
23’
4’
PS
4’
PS
4’
PS
10’
PS
+07.5
+45
9’
.02
.02
+80
+17.5
PR
OP
. W
W F
EN
CE
12’
+15
PROP. W
W F
ENCE
.08
PR
OPO
SED
C &
G
+24.8
8
R=50’
+60.1
9
R=50’
PROP. C & G
Y4
PROP. WW FENCE 26+
48.2
7 R
AM
P "
D"
EN
D P
RO
P. W
W F
EN
CE
BE
GIN
PR
OP
. CL
FE
NC
E
PRO
P. WW
FEN
CE
PR
OP. W
W F
EN
CE
PR
OP. W
W F
EN
CE
PR
OP. W
W F
EN
CE
PR
OP. W
W F
EN
CE
PRO
P. G
R
PR
OPO
SE
D W
W F
EN
CE
10’
+00
10’
+41
4’
PS
+56
R=250’
10’
10’
+76.6
9
WBL
PROP. 2.5’ C & G
5" MONO. CONC. ISLAND (KEYED-IN)
S 21^ 06’ 38.8" E
PROP. WW FENCE
PRO
P. WW
FENC
E
S36^ 08’ 02.0" E
10+00
15+00
35+00
25+00
30+00
20+00
15+00
10+00
25+00
20+
00
15+00
40+00
30+00
20+00
20+
00
30+00
25+0020+00
15+00
35+00
45+00
10+
00
15+00
35+00
35+00
20+00
40+00
40+00
10+00
15+00
65+00
70+00
TRAFFIC COUNT
RAMP A
LO
OP A
RA
MP
C
PRO
P. US 74 (-L
-)
2005
2025
CURRENT
US 74
ADT (HUNDREDS)
116
181
116
181
1424
102
157
100172
1424
102157
14
24
100172
100172
100172
202329
202329
102157
320’
RIG
HT O
F W
AY
378’
EX
IST
. RIG
HT
OF
WA
Y
CEMETERIES
POND
SR
2244 (
HA
RM
ON
RD
.)
-L- P
RO
PO
SED
US 74 S
HELB
Y B
YPA
SS
POND
US 74
-Y4- SR 2089 SERVICE RD 18’ BST
BU
FF
AL
O C
RE
EK
TO
US
29
US 74
PROPOSED -SR6-
-Y
41- P
OT
TS
CR
EE
K R
D.
TO SOUTH CAROLINA
-Y42- SR 2245 (BETH
LEHEM
RD.)
SR
2244
(HA
RM
ON
RD
.)
-Y45- S
R 2042 (A
UT
UM
N W
OO
DS D
R.)
SR 2042 (AUTUMN WOODS DR.)
SR
2041 (W
ILL
IAM
S R
D.)
US 7
4
PROPOSED -SR8-
-SR
7- S
R 2
603 (D
AV
ID B
APTIS
T C
HU
RC
H R
D.)
US 74
TO
US 7
4
TO KIN
GS MOUNTAIN
46’ MED
IAN
64’ MEDIAN
24’
28’
28’
180324
171
308182
329
9
16
8
15
4
810
18
16
29
7
12
9
17
16
29
12
232
4
8
14
3
6
8
15
11
21
182
329180
324
9
16
171
308
US74
-Y42-
RPC
RPD
2
4
7
12
6
12
6
12
3
6
3
6
RPA
RPB
TRAFFIC DATA
ADT in 100’S
2002 ADT2025 ADT
9
21
24’
68’
SR
2238 (L
ON
G B
RA
NC
H R
D.)
-SR10- SR 2255 (ANTHONY RD.)
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 C
A C
A C
A C
A C
A C
A C
A
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