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CURB
CURB
CU
RB
CU
RB
CU
RB
CU
RB
CU
RB
CU
RB
CU
RB
CO
NC
CUR
B
CU
RB
CUR
B
SR 2790 ECKERSON RD 40' BST
BST P
A
DESIG
N
PU
BLIC
ME
ETIN
G
MA
P
RO
LL 1 O
F 1
DESIGN PUBLIC MEETING MAP
ROLL 1 OF 1
0' 100' 200'
50'
100'
(ENGLISH)
0' 100' 200'
50'
100'
(ENGLISH)
Functional Class. Design Speed Max. Superelev.
= 60 mph
INSET A
LEGEND
EXISTING STRUCTURES, ISLAND, CURB
TO BE REMOVED
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
AND GUTTER
AND GUTTER
LAKES, RIVER, STREAMS AND PONDS
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
PROPERTY LINES
C
A
C
A
PROPOSED TRAFFIC SIGNAL
WETLAND LIMITS BOUNDARY
PL
AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
LEGEND
EXISTING STRUCTURES, ISLAND, CURB
TO BE REMOVED
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
AND GUTTER
AND GUTTER
LAKES, RIVER, STREAMS AND PONDS
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
PROPERTY LINES
C
A
C
A
PROPOSED TRAFFIC SIGNAL
WETLAND LIMITS BOUNDARY
PL
AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
2020
20402018
2040
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
Year = 2017Aerial = NCDOT
DESIGN DATA -L- (US 29)
= Future Interstate
= 0.08
Functional Class. Design Speed Max. Superelev.
DESIGN DATA -Y- (REEDY FORK PARKWAY)
ORTHOPHOTO DATA
GUILFORD COUNTY
INTERCHANGE RECONSTRUCTION
SR 4771 (REEDY FORK PARKWAY) / US 29
GUILF
OR
D
CO
UN
TY
IN
TE
RC
HA
NG
E
RE
CO
NS
TR
UC
TIO
N
SR
4771 (R
EE
DY
FO
RK
PA
RK
WA
Y) / U
S 29
DESIG
N
PU
BLIC
ME
ETIN
G
MA
P
RO
LL 1
OF 1
GUILF
OR
D
CO
UN
TY
IN
TE
RC
HA
NG
E
RE
CO
NS
TR
UC
TIO
N
SR
4771 (R
EE
DY
FO
RK
PA
RK
WA
Y) / U
S 29
STA. 13+00.00
MATCH LINE -Y2-
STA. 52+00.00MATCH LINE -Y-
PROJECT 36599.1.5 (R-4707)
PR
OJE
CT 36599.1.5 (R-4707) P
ROJE
CT 36599.1.5 (R-4707)
-Y1-
-Y- / -Y2- / -Y5-
-Y2-
PROJECTED TRAFFIC VOLUMES
-Y-
-L-
-Y-
N
-Y5-
2040 ADT
2016 ADT
1400
600
46000
31800
3800
2700
36300
25100
1000
700
N
N
1200
600
800
400
300
200
-Y- / -L-
13900
9600
5800
4400
1000
500
2600
1200
PROJECTED TRAFFIC VOLUMES
PROJECTED TRAFFIC VOLUMES
7900
5500
6700
4600
-Y-
8200
6200
9600
4300
9300
4100
2040 ADT
2016 ADT
2040 ADT
2016 ADT
17900
12400
-Y4-
100
100
100
100
9900
74002500
1900
13300
10000
200
200
-Y- / -Y1- / -Y4-
= Arterial= 40 mph= 0.04
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
SEE INSET A
STA. 13+00.00
MATCH LINE -Y2- SEE INSET ASTA. 52+00.00
MATCH LINE -Y-
SQ
SQ
SQ
SQ
SQ
SK
SK
WF
PF
PE
SI
CA
C
A
C
A
C
A
CA
C A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
BST
BST
GR
GR
BST
CA
N
BST
BST
RUIN
S
CA
N
SOIL
GR
GR
GR
CO
NC
GR
GR
CO
NC
BS
T
BS
T
CO
NC
CURB
GR
SR 2916
AP
RIL LN 18' B
ST
HARVEST
HILL R
D 11' G
R
CO
NC
CAN
BST
CONC
PO
OL
CO
NC
CA
NGR
CURB
CURB
GR
BST
GR
GR
GR
GR
CE
LL
TO
WE
RC
RO
WN -
CA
ST
LE
GR
GR
GR
GR
GR
GR
CO
NC
CAN
GR
POOL
SOCCER FIELD
BASEBALL FIELD
CURB
CURB
CAN
GR
CURB
CURB
GRGR
SR 2788
ANIT
A
LN
BST
SR 278
8 ANIT
A LN
CONC
GR
GR
CURB
CONC
CONC
BS
T
PO
LE
FL
AGB
ST
BS
T
BS
T
GR
CO
NC
CO
NC
CO
NC
CONC
GR SR 2637 TREEVIEW LN 15' BST
CURB
CURB
CURB
CURB
CURB
CONC
BSTP
A
SR 2664
BR
YA
N P
AR
K
RD
SUMMIT AVE 38' BST
CURB
CURB
CURB
CURB
CURB
CURB
CURB
CURB
CONC
CURB
CURB
CUR
B
CURB
CURB
CURB
BST
BST
BS
T
PA
BST
SUBSTA
CURB
CURB
CO
NC
GR
CA
N
CONC
BSTGR
CU
RB
CU
RB
8' SOIL
CO
NC
CONC
CURB
CURB
W
CURB
28' B
ST
FLAGPOLES
CONCBST
25' B
ST
RAP
RIP
RAP
RIP
SOIL
CONC
CO
NC
CO
NC
RIPRAP
GR
GR
CURB C
UR
B
CU
RB
BS
T
BS
T
CONC
GR
BST
CURB
BST BS
T
CO
NC
BS
T
CURB
CURB
CU
RB
CU
RB
CU
RB
RIP
RAP
RIP
RA
P
US 29 REIDSVILLE HWY 32' BST
US 29 REIDSVILLE HWY 32' BST
CONC
CONC
CONC
SOIL
SOIL
SOIL
CA
N
GR PA
CURB
CURB
CURB
GR
GR
GR
BST
BS
T
CO
NC
CO
NC
GR
CURB
8' SOIL
SOIL
GR
GR
GR
CU
RB
BST
RUIN
S
RUIN
S
RUIN
S RUIN
S
CONC PA
BST
PR
OP
AN
E
TA
NK
FE
RR
EL
L
FLAGPOLE
20' BST
CONC DAM
18' BST
EART
H
DA
M
EART
H
DA
M
EA
RT
H
DA
M
FLAGPOLE
18' BST
EA
RT
H
DA
M
GA
BIO
N
20' B
ST
20' B
ST
20' BST
20' BST
SU
BS
TA
DU
KE P
OW
ER
TA
NK
WA
TE
R
ST
AP
UM
P
CO
NC
3-7'x
10'
3-7'x10' CONC
2-9'x10' CONC
EART
H D
AM
FO
UN
D
RUIN
S
SR 2526 SUMMIT AVE 23' BST
RE
ED
Y F
OR
K
CR
EE
K
SR 2526 SUMMIT AVE 22' B
ST
SR 4771 R
EE
DY F
OR
K P
KW
Y B
ST
BS
T
SR 28
31 J
ASON
RD 2
6' BST
SR 29
17 S
HENANDOAH RD 18'
BST
BST P
A
BST PA
BST PA
BS
T
PA
BST P
A
BST PA
BST PA
BST PA
BST PA
BST PA
BST P
A
BST P
A
BST PA
BST PA
BS
T
PA
BST PA
BS
T
PA
BST PA
RIP
RAP
RIPRAP
W
US 29 SBL REIDSVILLE HWY 44' BST
US 29 NBL REIDSVILLE HWY 48' BST
RESE
AR
CH P
AR
K
GA
TE
WA
Y
UNIV
ERSIT
Y
SR 27
89
CARLA L
N 18' B
ST
SR 2789 C
AR
LA LN 18' B
ST
SR 477
1 R
EEDY FORK
PKWY 2
6' BST
NO
TR
ESP
ASSIN
G
SR 2526 SUMMIT AVE BST
SR 2607 E
ST
ER
WO
OD
RD 18' B
ST
CONC
32' CONC
CO
NC
CONC
KYLIND AVE 34' BST
WALL
RIPRAP
RIP
RAP
CO
NC
CONC
CONC
CONC
CONC
CONC
CONCCO
NC
CONC
BST
BST
BST
22' B
ST
22' B
ST
TA
NK
RIP
RAP
CO
NC
RIP
RAP
DAM
WALL
TA
NK
BS
T
WA
LL
CA
NOP
YCONC
CO
NC
CO
NC
BST
HW
RIPRAP
ALDINE RD 22' BST
MILFORD RD 22' BST
GR
GR
25' BST
CO
NC
CURB
CURB
CU
RB
CU
RB
CURB
CURB
CU
RB
CU
RB
CU
RB
CU
RB
CURB
CURB
CU
RB
CA
NO
PY
BK PATIO
WALL
TRAIL
TRAIL
TRAIL
TR
AIL
TR
AIL
TRAIL
US 29 N O'HENRY BLVD 32' BST
US 29 N O'HENRY BLVD 45' BST
GR
GR
CO
NC
CO
NC
CO
NC
CO
NC
CONC
BS
T
JESSIE, S
AR
AH
KNIG
HT ; J
ESSIE, J
UD
Y
CA
RO
L
DU
KE P
OW
ER
CO
TA
X
DEPT-P
B05
B
DU
KE P
OW
ER
CO
TA
X
DEPT-P
B05
B
OA
KLE
Y, J
IMM
Y
LEE S
R ; O
AKLE
Y, L
OIS
C
DU
KE P
OW
ER
CO
TA
X
DEPT-P
B05
B
OA
KLE
Y, J
IMM
Y
L ; O
AKLE
Y, L
OIS
C
SA
LT
Y
GL
ASS LL
C
SA
LT
Y
GL
ASS LL
C
CL
YM
ER, W
ILLIA
M
R
FO
X, R
OBE
RT
H ; F
OX, S
UE
W
GO
URLE
Y, J
AM
ES
WO
RS
HA
M
RE
ALT
Y
LL
C
TU
NST
ALL, M
AR
Y
VIR
GINIA
FC HOLDINGS LLC ; CURLS RENTALS INC
GL
AD
YS
CO
BLE F
AMIL
Y F
AR
M
LL
C
HARRIS, LORI ANN
HIPP, WINFRED L
HAIRSTON, CARON CREWS
CREWS, J
AMES W
HARRIS, LORI ANN
HARRIS, LORI ANN
HILLIARD, W T
KIN
TUP, J
EFF
RE
Y
ALL
AN
PROFESSIONAL FUNDING LLC
EAST, SHIRLEY R
FRIPP, R GRAHAM
JONES, SABRINA M
FRIP
P, R
GR
AH
AM
FRIPP, R GRAHAM
FSH PROPERTIES LLC
BANK OF ATLANTA
FRIPP, R GRAHAM
GREENE, RON
STALEY, DONNA S
BANK OF ATLANTA
BU
RL
ES
ON, H
OB
ER
T
H ; B
UR
LES
ON, N
OR
A
B
STONE HOUSE LAKE IN
C
DELTA PHOENIX INC
DELTA PHOENIX INC
STATE OF NORTH CAROLINA
COFFER, BOBBY RREEDY FORK ASSOCIATES LLC
WA
MP
LE
R, G
LA
DIE
R
REE
DY F
OR
K
ASS
OCIA
TES LL
C
DELTA PHOENIX INC
REEDY FORK ASSOCIATES LLC
REEDY FORK ASSOCIATES LLC
GREENTREE INC
REEDY FORK EAST LLC
AF- REEDY FORK LLC
PROCTER & GAMBLE MANUFACTURING CO
AF- REEDY FORK LLC
REEDY FORK ASSOCIATES LLC
MERICKA, MARY J
HO
LL
AN
D, W
ILLIA
M
T JR
AR
CHE
R, M
ART
HA S
UE
H ;
HO
LL
AN
D, W
ILLIA
M
T JR
AR
CHE
R, M
ART
HA S
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H ;
HO
LL
AN
D, W
ILLIA
M
T JR
AR
CHE
R, M
ART
HA S
UE
H ;
RO
DRIG
UEZ, S
HA
RO
N
M
RO
DRIG
UEZ, J
UA
N
CA
RL
OS L
AR
A ;
CR
UZ, K
RIS
TIN
E
DE L
A
CR
UZ, R
OGELIO
DE L
A ;
JA
MES
CRE
WS,
RH
ON
DA
RIC
KET
TS,
GR
ACIE
OV
ERT
ON,
CL
AC
K, D
ENIS
E
CL
AC
K, J
OE;
NONDENOMINATIONAL
STEPPING STONE CHURCH
GREATER
DONALD L
VANEATON,
JUANITA CREWS
SCALES,
TO
VA
R, M
ARTIN
A
RA
MOS
BO
RJ
AS, J
ES
US T
OV
AR;
DAN L
SOUTHER,
DONNIE L
MCDANIEL,
OV
ER
MA
N, J
EN
NIF
ER L
OV
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MA
N, T
IMO
TH
Y
W;
HARRIS, LORI ANN
VARNER, DON MICHAEL III
VARNER, DON MICHAEL JR;
MCPHERSON, MARY PEGRAM;
FUNDING LLC
PROFESSIONAL
JANICE TDAVIS,
DANNY L
SMITHEY,
WILLIAM H SR
HILL,
DIG
GS, G
WE
ND
OL
YN
L
DIG
GS, R
OB
ER
T
L;
JO
HNS
ON, C
HELES
A E
ARLE
NE
JO
HNS
ON, B
ENJA
MIN JR;
CHRIS E
SMITHEY,
MARTHA SPENCER
MAHAFFEY,
REAL ESTATE DIVISION
CITY OF GREENSBORO
GR
EE
NS
BO
RO
LL
CK
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RE
AL
TY
MA
RVIN
L
WO
MA
CK,
MIC
HA
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DA
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MO
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ON,
LOFTIS, KIMBERLY B
LOFTIS, MICHAEL DALE;
URLESON, NORA B
BURLESON, HOBERT H B
WES
TC
OT
T, S
US
AN
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TC
OT
T, C
LA
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NC
E;
LE
WIS, M
AR
GA
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T
D
LE
WIS, D
AVID
AR
TH
UR J
R;
REEDY FORK ASSOCIATES LLC
OF GREENSBORO LLC
R AND J PROPERTIES
AF- REEDY FORK COMMERCIAL LLC
AF- REEDY FORK COMMERCIAL LLC
AF- REEDY FORK COMMERCIAL LLC
RE
ED
Y
FO
RK
AS
SO
CIA
TES
LL
C
REEDY FORK ASSOCIATES LLC
DELTA PHOENIX INC
PROCTER & GAMBLE MANUFACTURING CO
REVOCABLE TRUST
CAROLYN SUTPHIN JENKINS
JOHN MARTIN JENKINS JR &
REVOCABLE TRUST
CAROLYN SUTPHIN JENKINS
JOHN MARTIN JENKINS JR &
15
20
30
35
40
50
15
15
20
25
30
35
40
PO
T
Sta. 10
+00.0
010 15 20
25
30
35
40
45
50
55
60 65
70
75
80
85
90
95
100
105
110
115
120
PO
T
Sta. 12
2+03.4
8
10
1520
10
15
20
2510
25
10
15
POT Sta. 10+00.00
PC Sta. 14+02.14
PT Sta. 19+01.88
PT Sta. 14+61.78
PC Sta. 12+75.20
POT Sta. 15+04.78
-Y4- POT Sta. 10+00.00
-Y1- POT Sta. 10+00.00 =
-Y- POT Sta. 23+79.25 =
ST Sta. 73+84.25CS Sta. 71+79.25
PT Sta. 26+31.19
PCC Sta. 22+42.90
PC Sta. 38+91.24 POT Sta. 42+93.66
PT Sta. 42+82.82
PRC Sta. 15+34.03
PC Sta. 10+77.91
POT Sta. 16+66.52PT Sta. 14+16.49
PC Sta. 13+35.88
POT Sta. 5+00.00
PC Sta. 6+20.65
PT Sta. 8+17.39
-Y3A- POT Sta. 5+00.00
-Y1- POC Sta. 14+68.87 =
-Y3B- POT Sta. 11+67.32
-Y3A- POT Sta. 7+57.43 =
-YRPD- TS Sta. 5+00.00
-L- POT Sta. 89+00.00, 59.00' RT =
-YSPA- POT Sta. 10+29.03
-Y- POC Sta. 34+11.70, 62.66' LT =
ST Sta. 9+10.62
CS Sta. 8+38.62
SC Sta. 6+65.28
TS Sta. 5+93.28
ST Sta. 19+40.87
CS Sta. 17+40.87
SC Sta. 16+23.85
TS Sta. 14+23.85
-YSPA- POT Sta. 5+00.00
-YRPA- TS Sta. 21+25.12 =
TS Sta. 21+25.12
SC Sta. 23+25.12
-YRPA- PT Sta. 25+55.43
-Y- POT Sta. 39+04.15, 23.17' LT =
TS Sta. 17+43.66
SC Sta. 19+43.66
ST Sta. 9+40.70 CS Sta. 7+40.70
SC Sta. 7+00.00
-YRPD- PT Sta. 21+53.82
-Y- POT Sta. 41+02.79, 47.17' LT =
-Y- POT Sta. 40+01.02
-L- POS Sta. 73+20.08 =
PRC Sta. 14+00.57
15
PCC Sta. 19+78.81
PT Sta. 21+10.44
POT Sta. 21+83.3520
PC Sta. 30+57.47
-Y5- POT Sta. 10+00.00
-Y- POT Sta. 54+02.94 =
D
-YRPA- POT Sta. 5+00.00
-L- POT Sta. 92+73.31, 39.00' LT =
SC Sta. 7+00.00
CS Sta. 7+26.79
ST Sta. 9+26.79
10
15
TS Sta. 17+02.20
SC Sta. 19+02.20
20
-YRPB_REV- CS Sta. 5+00.00
-L- POS Sta. 58+00.00, 71.00' LT =
-YRPB_REV- PT Sta. 20+63.38
-Y- POT Sta. 39+23.03, 47.17' RT =
-YSPB_REV- POT Sta. 5+00.00
-YRPB_REV- TS Sta. 17+02.20, 12.00' LT =
TS Sta. 5+75.76
SC Sta. 6+47.76
CS Sta. 8+17.73
ST Sta. 8+89.73
-YSPB_REV- POT Sta. 9+64.36
-Y- POC Sta. 34+47.94, 59.67' RT =
SC Sta. 6+99.98
PT Sta. 8+98.78
10
TS Sta. 10+21.21 SC Sta. 12+13.21
CS Sta. 12+62.60
ST Sta. 14+54.59
15
PO
T
Sta. 17
+41.35
-YRPC_REV- CS Sta. 5+00.00
-L- POC Sta. 61+00.00, 59.00' RT =
-YRPC_REV- PT Sta. 17+41.35
-Y- POT Sta. 41+89.66, 0.00' RT =
SC Sta. 5+72.00
CS Sta. 7+10.13
ST Sta. 7+82.13
10
-YSPC_REV- POS Sta. 5+00.00
-YRPC_REV- POS Sta. 14+42.33, 12.00' RT =
-YSPC_REV- POT Sta. 10+30.00
-Y- POT Sta. 46+03.11, 53.01' RT =
TS Sta. 6+21.32
SC Sta. 6+93.32
CS Sta. 8+25.36
ST Sta. 8+97.36
-YSPD_REV- POT Sta. 5+00.00
-YRPD- TS Sta. 17+43.66, 12.00' LT =
-YSPD_REV- POT Sta. 9+74.51
-Y- POT Sta. 45+65.25, 75.19' LT =
MSE WALL
MSE WALL
MSE WALL
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
C
A
CA
CA
C
A
C
A
C
A
C
AC
A
CURB
CURB
CU
RB
CU
RB
CU
RB
CU
RB
CU
RB
CU
RB
CU
RB
CO
NC
CUR
B
CU
RB
RAP
RIP
CUR
B
CO
NC
2-7'x
10'
SR 2790 ECKERSON RD 40' BST
BST P
A
AF- REEDY FORK COMMERCIAL LLC
AF- REEDY FORK LLC
REEDY FORK EAST LLC
AF- REEDY FORK COMMERCIAL LLC
RAP
RIP
CO
NC
2-7'x
10'
AF- REEDY FORK COMMERCIAL LLC
AF- REEDY FORK LLC
REEDY FORK EAST LLC
AF- REEDY FORK COMMERCIAL LLC
30
60
PT Sta. 62+10.89
POT Sta. 62+60.17
PC Sta. 10+48.4855
-Y2- POT Sta. 10+00.00
-Y- POT Sta. 54+02.61 =
PC Sta. 55+15.84-Y5- POT Sta. 10+00.00
-Y- POT Sta. 54+02.94 =
POT Sta. 12+50.00
30
60
PT Sta. 62+10.89
POT Sta. 62+60.17
PC Sta. 10+48.4855
-Y2- POT Sta. 10+00.00
-Y- POT Sta. 54+02.61 =
PC Sta. 55+15.84-Y5- POT Sta. 10+00.00
-Y- POT Sta. 54+02.94 =
POT Sta. 12+50.00
C
A
NAD 83
NAD 83
NAD 83
F
CC
C F
FF C
C
C
CC F
F
F
F
C
C
C
C
F
F
FF
F
F
C
F
FC F
CF
F
F
F
C
C
C
C
C
C
C
CC
F
F
CF
C
F
C
F
F
F
FC
F
F
F
CF
CFC
C F
CFC
C
C
FFF
FC
C
CC
C
CF
F
F
F
F
F
C
FCF
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
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
F
F
F
F
F
F
FF
FF
F
F
C
C
F
F
F
C
C
F
F
F
C
C
F
C
CF FF
F
F
F
F
F C
C
C
CC
CC
F
F
C
F
F
F
C
C
C
C
C
F
C
CC
CC
F
F
C
F
F
F
C
C
C
C
C
F
D
L = 456.12'
T = 323.08'
R = 250.00'
D
L = 708.87'
T = 373.97'
R = 900.00'
D
L = 388.28'
T = 194.90'
R = 1,800.00'
D
L = 391.58'
T = 196.94'
R = 1,480.19'
F
Ls = 200.00'
LT = 133.38'
ST = 66.71'
D
L = 40.70'
T = 20.35'
R = 1,200.00'
F
Ls = 200.00'
LT = 133.38'
ST = 66.71'
F
Ls = 200.00'
LT = 135.69'
ST = 68.81'
D
L = 210.16'
T = 119.84'
R = 175.00'
F
Ls = 200.00'
LT = 133.38'
ST = 66.71'
D
L = 117.02'
T = 58.56'
R = 1,200.00'
F
Ls = 200.00'
LT = 133.38'
ST = 66.71'
F
Ls = 200.00'
LT = 135.69'
ST = 68.81'
D
L = 230.31'
T = 135.27'
R = 175.00'
F
Ls = 72.00'
LT = 48.05'
ST = 24.05'
D
L = 173.34'
T = 90.32'
R = 250.00'
F
Ls = 72.00'
LT = 48.05'
ST = 24.05'
D
L = 186.57'
T = 100.70'
R = 200.00'
Ls = 205.00'
LT = 136.67'
D
L = 1,227.55'
T = 613.93'
R = 22,000.00'
F
Ls = 205.00'
LT = 136.67'
ST = 68.33'
D
L = 499.74'
T = 260.41'
R = 720.00'
D
L = 682.46'
T = 348.47'
R = 1,370.00'
D
L = 695.05'
T = 362.82'
R = 981.39'
-L-
PIs Sta 58+83.37 PI Sta 65+65.64 PIs Sta 72+47.59 PI Sta 16+62.55 PI Sta 34+05.93 PI Sta 58+78.66
-Y- -Y2--Y1-
-Y4-
PI Sta 13+75.90
-YRPA-
PI Sta 14+00.99 PI Sta 19+08.00 PI Sta 24+37.80 PI Sta 40+88.18
PIs Sta 15+57.23 PI Sta 16+82.41 PIs Sta 18+07.58 PIs Sta 22+60.81 PI Sta 24+60.39
-YRPD-
PIs Sta 6+33.38 PI Sta 7+20.35 PIs Sta 8+07.41 PIs Sta 18+79.35 PI Sta 20+63.50
-YSPA-
PIs Sta 6+41.33 PI Sta 7+55.59 PIs Sta 8+62.67
PI Sta 7+46.04
D
L = 196.74'
T = 125.39'
R = 125.00'
PI Sta 13+77.65
D
L = 80.61'
T = 41.76'
R = 125.00'
-Y3B-
PI Sta 12+90.52
D
L = 352.09'
T = 242.04'
R = 200.00'
PI Sta 17+38.66
D
L = 578.24'
T = 338.09'
R = 445.00'
PI Sta 20+44.80
D
L = 131.63'
T = 65.98'
R = 750.00'
ST = 68.33'
PIs Sta 6+33.37
F
Ls = 199.98'
LT = 133.37'
ST = 66.70'
PI Sta 7+99.61
D
L = 198.80'
T = 99.63'
R = 1,200.00'
PIs Sta 11+49.31
F
Ls = 192.00'
LT = 128.10'
ST = 64.09'
PI Sta 12+37.91
D
L = 49.39'
T = 24.70'
R = 800.00'
PIs Sta 13+26.68
F
Ls = 191.99'
LT = 128.09'
ST = 64.08'
PIs Sta 5+48.14
F
Ls = 72.00'
LT = 48.14'
ST = 24.13'
PI Sta 6+46.10
D
L = 138.13'
T = 74.10'
R = 154.00'
PIs Sta 7+34.26
F
Ls = 72.00'
LT = 48.14'
ST = 24.13'
PIs Sta 6+33.38
F
Ls = 200.00'
LT = 133.38'
ST = 66.71'
PI Sta 7+13.39
D
L = 26.79'
T = 13.39'
R = 1,200.00'
PIs Sta 7+93.50
F
Ls = 200.00'
LT = 133.38'
ST = 66.71'
PIs Sta 18+38.61
F
Ls = 200.00'
LT = 136.40'
ST = 69.47'
PI Sta 19+91.06
D
L = 161.18'
T = 88.85'
R = 154.00'
PIs Sta 6+23.90
F
Ls = 72.00'
LT = 48.14'
ST = 24.13'
PI Sta 7+42.57
D
L = 169.97'
T = 94.81'
R = 154.00'
PIs Sta 8+41.85
F
Ls = 72.00'
LT = 48.14'
ST = 24.13'
PIs Sta 6+69.46
F
Ls = 72.00'
LT = 48.14'
ST = 24.13'
PI Sta 7+63.70
D
L = 132.03'
T = 70.38'
R = 154.00'
PIs Sta 8+49.48
F
Ls = 72.00'
LT = 48.14'
ST = 24.13'
-YSPD_REV--YSPC_REV--YSPB_REV-
-YRPC_REV-
-YRPB_REV-
2SBLKD
S
G
S
SB
CAN
2S
BK
D
SW
ALL S
G
B
B
S
S
CAN
WALL
WALL
WALL
1SM
TL
BUS
WA
LL
1SM
TL
BU
S
G
HTR
SS
S
B
1SBKD
1SM
TL
BU
S
1SBKD
1SM
TL
BU
S
1SM
TL
BU
S
1SB
KD
1SBKD
S
1SM
TL
ST
EPPIN
G ST
ONE
GRE
AT
ER
S
S
S
2SBKD
CA
N
G
CA
N2S
BK
D
3S
BK
D
SS
S
S
1SB
KD
1SB
KD
1SB
KD
G
1SBKBUS
WA
LL
S
S
1SB
KD
1SB
KD
S
S
G
2SF
D
2SF
D
2SF
D
S
S
2SFD
S
S S
S
S
1SBKD
1SBKD
1SF
D
G
S
S
1SB
KD
2S
BK
D
S
SG
S
S
S
SG
1SB
KD
WA
LL
CAN
CAN
CAN
S
GREENHOUSEGREENHOUSE
1SBKBUS
1SB
KB
US
S
S
1SMBUS
S
1SF
D
1SF
D
1SF
D
1SF
D
1SF
D
S
S
S
SG
HT
R
FD
1S
FD
1SG
HT
R
HT
RS
S
FD
1S
1SBLKD
APT
1SBK
FD
1S
S
S
S
1SB
KD
1SB
KD
2S
FD
1SF
D
1SB
KD
CA
NS
SS
S
1SF
D
1SFD
1SFD
1SBKD
S
DOCK
1SF
D
S
2S
FD
1SF
D1S
FD
2SF
D
S
S
S
G
GA
ZE
BO1SF
D
CA
N
CAN
S
S
1SF
D
1SF
D
1SBKD
B
BG
S
S
S
1SBKD
1SBKD
WA
LL
G
1SBKD
1SBKD
1SBKD
S
G
G
S
S
SS
S
1SBKD
1SBKD
S
S
S
2SBKD
WALL
WA
LL
1SBKD
S
S
G
GG
2SBKD1SBKD
2SBKD
S
S
BUS
B
1SBL
KB
US
CA
N
1SBKBUS
1SBKBUS
CAN
1SB
KB
US
CAN
CA
N
1SB
KB
US
1SB
KB
US
WA
LL
WA
LL
1SBKBUS
WALL
S
S
1SMTLBUS
S
WALL
WALL
WALL
1SFD
CAN
1SMTLBUS
1SB
KD
G
D1S
BLK
S
WA
LL
WA
LL
WA
LL
CH
UR
CH
1SBKD
D1S
BL
K
1SB
KB
US
2S
BK
D
1SF
D
2SFD
1SBKD
1SFD
1SBKD
1SBKD
1SFD
G
GUILFORD CO EMS BASE 59GREENSBORO FIRE STATION 59
FIR
E S
TA
TIO
N1S
BK
CO
NC
1S
BL
K1S
1SBLK
1SB
LK
1SBL
K
1SM
TL
1SM
TL
CA
NOP
Y
S
PL
ANT
TRE
AT
ME
NT
USE
D
WA
TE
R
CA
RP
OR
T
1SB
K
CA
RW
AS
H
1SB
K
BU
S
1SFB
US
WA
LL
1SFB
US
WA
LL
WLBWLB
MEDIANcL
.02 .02 .02 .02 .02 .02 .02 .02 .02
POINT
GRADE
.02 .02 2:1
6:1
30.0' MEDIAN
POINT
GRADE
POINT
GRADE
cLMEDIAN
4.0'
P.S.F.D.
4.0'
P.S.F.D.
LANESEXISTING
RESURFACE
LANESEXISTING
RESURFACE * *
6:1SLOPE
VARIABLE
SLOPE
VARIABLE
*
.08 .08 .02 .02 .02 .02
L
.02 .02
POINT
GRADE
MEDIAN
.02
2'
.02 .02 .02 .02
2'
.02
GUTTER
CURB &
GUTTER
CURB &
GUTTER
CURB &
GUTTER
CURB &
c
32.0' MEDIAN
SIDEWALK
5' CONCRETE
SIDEWALK
5' CONCRETE
SLOPE
VARIABLE
***
SLOPE
VARIABLE
6.0'12.0'12.0'12.0'12.0'12.0'6.0'
TYPICAL SECTION 3
12.0' 5.0'
BIKE
12.0'5.0'
BIKE
12.0'
14.0'
12.0'12.0' 15.0' 10.0'6.0'
14.0'
12.0' 12.0'12.0' 15.0'
17.0' WITH GUARDRAIL
GROUND
ORIGINAL
4:1
GROUND
ORIGINAL
5:1 5:1
TYPICAL SECTION 1
6.0' 6.0'
.08 .08
15.0'
2:1
US 29 -L-
FDPS FDPS
10.0' 10.0'12.0' 12.0'
TYPICAL SECTION 2
12.0'4'
BIKE
4'
BIKE
12.0'1.5' 1.5'14.5'14.5'
2:1
GROUND
ORIGINAL
REEDY FORK PARKWAY -Y-
REEDY FORK PARKWAY (BRIDGE TYPICAL SECTION) -Y-
WALKWAY
PEDESTRIAN
10.0'
14.0' WITH GUARDRAIL
6:1
6:1
2:1GROUND
ORIGINAL
4:1
118.00'
SALTY GLASS LLC
ARCHER, MARTHA SUE H ; HOLLAND, WILLIAM T JR
COLLINS, MICHAEL WAYNE ; COLLINS, ARIEL D
STUTTS, WAYNE L ; STUTTS, JOYCE A
KING, JOHN W
BURLESON, HOBERT H II
PLAYER, BILLY B ; PLAYER, SUE
WAGONER, DAVID G ; WAGONER, THERESA R
KENNETT, ELLEN S L/T ; KENNETT, JOHN B
FLINCHUM, CAROLYN Y
WHITE, WILLIAM LARRY
HIPP, KIMBERLY A.
SAUL, RENEE T ; SAUL, ROBIN W
PROFESSIONAL FUNDING LLC
BANKS, SWINSON APRILRICHARDSON, DEBORAH HARRIS ; RICHARDSON, JEFFREY I
LIVENGOOD, JAMES A
RENSHAW, BRIAN LEE ; RENSHAW, AMY TAYLOR
SEAWELL, FLEETA MAE AYERS
HICKS, LARRY WAYNE ; HICKS, LOUVIE IRENE
POTOCKI, DOUGLAS M
HUNDLEY, CHARLES B
C BRYANT ENTERPRISES LLC
KING REAL ESTATE PROPERTIES LLC
PEGRAM, JOAN CAROL
COMES, BRANDON A ; COMES, MANDY L
KING, BUFORD BRADLEY ; KING, JULIE S
BLACK, DORIS ; BLACK, MONIQUE SINGLETARY
SHROPSHIRE, CLAUDE M ; SHROPSHIRE, COLEAN M
MORETZ, STEVEN WAYNE ; MORETZ, MARGARET E
BRASON PROPERTIES LLC
PEGRAM, MARY E
ARREDONDO, SALVADORE TOLEDO
HENDREN, KRISTINA ; HENDREN, PEDRO RAMIREZ
GREENE, RONALD ANTHONY
HERBIN, JEFFERY ; HERBIN, BRENDA
BELL, JOHN JR ; BELL, LATONYA C
SOUTHER, DAN L ; SOUTHER, FRIEDA A
MCDANIEL, DONNIE LEE
SMITHEY, MARGARET B J/T R/S ; STALEY, DONNA S J/T R/S
SWOFFORD, JASPER LEROY ; SWOFFORD, CAROLYN S
THOMAS, LARRY WAYNE ; THOMAS, LETHIA S
GARDNER, PEGGY O
CLYMER, WILLIAM R ; CLYMER, ARLETA G
GILLILAND, WILLIAM H ; GILLILAND, LILLIE S
JOHNSON, WILLIAM HOWARD JR ; JOHNSON, DOROTHY C
LEONARD, FRED ; LEONARD, FRANKIE P
JOHNSON, DAVID L
WOLFE, KENNETH W
DAVIDSON, MICHAEL ALDEN ; DAVIDSON, TISHA MARIE
PUCKETT, NORMA W ; PUCKETT, BOBBY RAY
REEDY FORK ASSOCIATES LLC
EDWARDS, CHARLIE M ; EDWARDS, CYNTHIA M
NOYES, EUGENE V ; NOYES, LORI L
TRUITT, GEORGE CARLISLE ; TRUITT, GINGER GAYLE
FULP, RICHARD JOSEPH
PIEDMONT AUTHORITY FOR REGIONAL TRANSPORTATION
1
2
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2:1
6:1
BARRIER WALLFUTURE
POINT
GRADE
POINT
GRADE
cL MEDIAN
4.0'
P.S.F.D.
4.0'
P.S.F.D.
12.0'12.0'12.0' 15.0' 10.0'6.0'
LANESEXISTING
RESURFACE
LANESEXISTING
RESURFACE
12.0' 12.0'12.0' 14.0'14.0' 2'
15.0'
*17.0' WITH GUARDRAIL
GROUND
ORIGINAL
6:1SLOPE
VARIABLE4:1
SLOPE
VARIABLE
GROUND
ORIGINAL
14.0'
12.0'
*LANE
FUTURE
.04 .08
12.0'
14.0'*
.04 .08
LANEFUTURE
TYPICAL SECTION 4
US 29 -L- (FUTURE)
2:1
.02 .02 .02 .02 .02 .02
FDPSFDPS
MEDIAN MAY BE DESIRED.EXISTING MEDIAN WIDTH IS 30'. A FUTURE 46' **
***
**
.04***.04
GUIDERAIL WILL BE USED IN LIEU OF MEDIAN BARRIER.IF A FUTURE 46' MEDIAN IS DESIRED, CABLE
6:1
6.0' 6.0'
46.0'
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
v
v
v
v
v
v
v
v
v
v
v
v
v
v
-L- STA 38+00.00
BEGIN TIP PROJECT R-4707
-L- STA 101+00.00
END TIP PROJECT R-4707
B
C
D
A-YRPA-
-YRPD-
-YRPB_REV-
-YRPC_REV-
-YSPC_REV-
-YSPB
_REV-
-YSPA
-
-YSPD_R
EV-
-Y2-
-Y-
-Y4-
-Y3A-
-Y3B-
-Y1-
-Y1-
TO REIDSVILLE
HARVES
T HI
LL RO
AD
ESTER
WO
OD
RO
AD
TO GREENSBORO
40'
24'
40'
40'
28'
40'
28'
74'
36'
56'
24'
24'
24'
32'
28'
20'
20'
20'
20'
20'
20'
28'
40'
40'
40'
40'
61' 61'
61'
61'
75'
75'
60'
60'
150'
150'
CGR PRODUCTS
PARK - NORTH CAMPUS
GATEWAY UNIVERSITY RESEARCH
GARDNER DIXIE SALES
PROCTER & GAMBLE
MORRISETTE
JENKINS COMPANY
REEDY FORK CENTER
REEDY FORK DINER
SHEETZ
WYSONG PARTS AND SERVICE
APRIL LA
NE (S
R 2916)
SHEN
ANDOAH RO
AD (SR 2
917)
MILFORD RD (SR 5534)
ALDINE RD (SR 2564)
ANITA LA
NE (SR 2788)
CARLA
LANE
(SR 2
789)
CA
RLA LA
NE (S
R 2789)
ECKERSO
N RO
AD (SR 27
90)
SUMMIT AVE (SR 2526)
SUM
MIT A
VE (SR 2
526)
REED
Y FO
RK
MITIGATIO
N SITE
SUMMIT AVE (SR 2526)
REED
Y FO
RK PK
WY (S
R 4771)
REED
Y FO
RK P
KWY (S
R 47
71)
PARKING
EMPLOYEE
136'
-L- STA. 37+00.00
BEGIN C/A LINE
-Y2--Y5-
-Y-
28'40'
56'
40'
16.5'
12'
KYLIND REALTY
(SR 2790)
ECKERSON ROAD
REED
Y FO
RK PK
WY
(SR
4771)
REED
Y FO
RK P
KWY
1
1
2
3
3
4
5
6
7
8
9
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11
12
13
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15
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2423
26
25
27
31
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13
32
36
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33
37
38
40
39
4342
41
43
45
44
4948
4746
29
29
