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RE
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8/17/99
SHEET NO.PROJECT REFERENCE NO.
R-5829
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D
995975A
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15+0
0
20+0
0
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0
30+0
0
35+00
40+00
45+00 50+00 55+00 60+00 65+00 70+00 75+00 80+00 85+00
90+00
95+00
100+00
105+00
110+00
115+00
120+00
HARDEE'S
OL
D
RO
CK
QU
AR
RY
RD
NE
W
BA
RB
OU
R
RD
W
EDW
ARD ST
PO
ND
FIE
LD
RD
N
PO
ND
FIE
LD
RD
S
BOON HIL
L DR
GINGER DR
NO
RT
HSID
E
DR
MAJE
STIC
DR
DR
DO
NNIE H JO
NES JR BLVD
BA
RD
EN
ST
N PIN
E ST
RAIN
S
MIL
L R
D
SERVICESTIRE
PRINCETON
CENTERCLEARANCE
DEACON JONES
MOTORSRAY SMITH
PEDIATRICSPRINCETON
HALLTOWN
DEPT.FIRE
PRINCETON
DAY CAREPRINCETON
MEDICINE, PAHORIZON FAMILY
CHURCHSANCTUARYPRAISE
CHURCHBAPTISTGRACE
TOUCHPERFECT
POOLE ST
LIND
A ST
HIN
NA
NT ST
LEE ST
MER
CER ST
SMITH ST
COM
MER
CIAL DR
(OPER
ATED
BY NORFO
LK SO
UTH
ERN)
NC R
AILRO
AD
CO.
(OPER
ATED
BY NORFO
LK SO
UTH
ERN)
NC R
AILRO
AD
CO.
NE
W
BALL PAR
K
RO
AD
EXTENSIO
N
ALT US 70
926D
926G
926F
926C
926B
926A
926E
996
997
NEW
BALLPARK RD
NE
W
BA
LL P
AR
K
RO
AD
EX
TE
NSIO
N
LEGEND
PROPOSED TRAFFIC SIGNAL
PROPERTY LINES
EXISTING RIGHT OF WAY
EXISTING ROADWAY TO BE REMOVED
EXISTING ROADWAY TO BE RESURFACED
PROPOSED ROADWAY
CEMETERIES
PROPOSED CONTROL OF ACCESS
PROPOSED RIGHT OF WAY
JURISDICTIONAL STREAM LINES
SLOPE STAKES FILL LINE
SLOPE STAKES CUT LINE
SLOPE STAKES TRANSITION LINEHISTORIC PROPERTY (MERIT PENDING)
MONOLITHIC ISLANDPROPOSED CURB AND GUTTER,
PROPOSED STRUCTURE
EXISTING STRUCTURE TO REMAIN
PROPOSED CONST. EASEMENT
LEGEND
PROPOSED TRAFFIC SIGNAL
PROPERTY LINES
EXISTING RIGHT OF WAY
EXISTING ROADWAY TO BE REMOVED
EXISTING ROADWAY TO BE RESURFACED
PROPOSED ROADWAY
CEMETERIES
PROPOSED CONTROL OF ACCESS
PROPOSED RIGHT OF WAY
JURISDICTIONAL STREAM LINES
SLOPE STAKES FILL LINE
SLOPE STAKES CUT LINE
SLOPE STAKES TRANSITION LINEHISTORIC PROPERTY (MERIT PENDING)
MONOLITHIC ISLANDPROPOSED CURB AND GUTTER,
PROPOSED STRUCTURE
EXISTING STRUCTURE TO REMAIN
PROPOSED CONST. EASEMENT
PI Sta 92+59.22
D
L = 1,692.61'
T = 855.37'
R = 4,750.00'
PI Sta 112+97.46
D
L = 2,379.64'
T = 1,201.00'
R = 7,125.00'
PI Sta 136+84.19
D
L = 2,366.03'
T = 1,208.10'
R = 4,750.00'
MATC
HLI
NE
STA. 4
9+00
STA. 4
9+00
MATC
HLI
NE
CURVE DATA
MATC
HLIN
E S
TA. 124+00
A
C
SC Sta. 11+52.00
SC Sta. 11+52.00
15+00
PT Sta. 18+44.94
20+00
10+00
SC Sta. 11+68.00
15+00
CS Sta. 19+62.40
20+00
ST Sta. 21+30.40
TS Sta. 22+50.97
SC Sta. 24+42.97
25+00
CS Sta. 27+00.48
ST Sta. 28+92.48
30+00
-RP1C-
-LP1C-
-LP1A-
-LP1A-
-LP1C-
-RP1C-
-L-
TS Sta. 28+57.79
SC Sta. 32+41.79
CS Sta. 42+11.12ST Sta. 45+95.12
SC Sta. 11+68.00
CS Sta. 17+68.39
ST Sta. 19+36.39
TS Sta. 20+81.75
SC Sta. 22+41.75PT Sta. 24+47.96
25+00
10+00
15+00
20+00
25+00
30+00
35+00
40+00
45+00
12' PS
12' PS
2'-6" C&G
PC Sta. 15+31.07
PT Sta. 24+11.30
PC Sta. 38+66.22
PT Sta. 41+78.53
15+00
10+00
PC Sta. 12+99.85
PT Sta. 14+58.56
15+00
20+00
25+00
-Y1- STA. 13+00.00BEGIN CONSTRUCTION
20+00
15+00
10+00
15+00
PC Sta. 19+33.15
20+00
PT Sta. 21+54.82
25+00 30+00
PC Sta. 31+65.69
35+00
40+00
45+00
PT Sta. 45+00.31
POT Sta. 46+57.00
12' F
DPS
4' FDPS
12' FDPS
10' FDPS10' FDPS
12' FDPS
2' FDPS
2' FDPS
2' FDPS
2' FDPS
12' FDPS
12' FDPS
4' FDPS
4' FDPS
4' FDPS
4' FDPS
-L- STA. 46+08.11, 49.00' RT-LP1C- ST STA. 10+00.00 =BEGIN LOOP 1C
TIE TO EXISTING-SER1- STA. 46+41.00DR DONNIE JONES EXTEND SERVICE ROAD 1
-SER2- POT Sta. 10+00.00GINGER DR.BEGIN SERVICE ROAD 2
-SER3- POT Sta. 10+00.00BOON HILL DR.BEGIN SERVICE ROAD 3
-Y2- STA. 22+57.52-SER3- POT STA. 46+39.32 =OLD ROCK QUARRY RD. EXT.END SERVICE ROAD 3
-L- STA. 46+20.93, 49.00' LT-LP1A- ST STA. 10+00.00 =BEGIN LOOP 1A
-Y1- POT Sta. 10+00.00BEGIN US 70A
2'-6" C&G6' FD
PS
6' FDPS
-L- POT STA. 10+00.00US 70BEGIN NCDOT TIP PROJECT R-5829
10+00
-Y1- STA. 34+56.21-RP1C- POT STA. 32+73.66 =END RAMP 1C
-Y1- STA. 34+42.97-SER1- POT STA. 10+00.00 =DR DONNIE JONES EXTBEGIN SERVICE ROAD 1
-Y1- STA. 34+29.74-LP1C- POT STA. 22+14.95 =END LOOP 1C
10+00
PC Sta. 12+16.91
PT Sta. 12+91.99
15+00
PC Sta. 15+09.70
PT Sta. 19+01.11
20+00
PC Sta. 20+50.47
PT Sta. 22+28.73
25+0
0
PC Sta. 25+98.65
PT Sta. 28+03.44
30+00
35+00
-SER3- STA. 12+50.00-SER2- POT STA. 37+08.51 =BOON HILL DR.END SERVICE ROAD 2
-L- STA. 26+51.31, 49.00' RT-RP1C- ST STA. 10+00.00 =BEGIN RAMP 1C
-L- STA. 18+00.00BEGIN MILLING AND RESURFACINGBEGIN WIDENINGBEGIN CONSTRUCTIONBEGIN PROJECT R-5829
-L- STA. 59+54.07, 49.00' LTST STA. 10+00.00 =BEGIN -RP1A-
PC Sta. 15+37.51
PT Sta. 17+92.02
R 75'
R 75'
R 50'
R 50'
R 75'
R 75'
R 20'
R 20'
R 20'
R 20'
R 50'
R 50'
R 25'
R 40'
R 20'R 20'
R 20'R 20'
R 30'
R 30'
R 35'
R 35'
R 45'
R 45'
R 50'R 50'
R 20'
R 20'
R 10'
R 20'
R 20'
R 20'RAMP C
LOOP C
LOOP A
RAMP A
LANE TAPER
LANE TAPER
LANE TAPER
025
025
025
025
025
025
025
025
025
025
025
025
025
025
025
025
025
025
025
0250
25
025
025
025
025 025
025
025
025
025
025
025
025
025
025
025
025
025
025
025
025
025
025
025
025
025
025
025
025
025
025
025
025
025
EX
-SER3CON- STA. 10+00.00
BEGIN SERVICE ROAD 3 CONNECTOR
-Y2- STA. 19+60.00END RECONSTRUCTION
-Y2- STA. 11+60.00BEGIN RECONSTRUCTION
R 35'
R 35'
R 50'
R 50'
R 25'
R 25'
150'
150'
LANE TAPER
300'
250'
300'
-SER3- STA. 28+48.47
-SER3CON- POT STA. 19+16.77 =
END SERVICE ROAD 3 CONNECTOR
025
025
00
07
08
08
08
08
08
00
05
05
07
00
08 08
00
08
08
00
08
00
07
07
00
025 0
6 06 00 00
05
05
00
00
04
00
00
04
04
00
04
04
00
00
04
04 00
00
06
06
00
00
04
04
00
025
00
04
04
00
00
06
06
00
025
025
00
025
12' F
DPS
24'
36'
50'
ME
DIA
N
36'
24'
50'
ME
DIA
N
50'
ME
DIA
N
24'
24'
24'
24'
50'
ME
DIA
N
48'
LA
NE T
APER
2' P
S
2' P
S
2' P
S
2' P
S
48'
16'
16'
16'
16'
24'
36'
24'
20'
20'
24'
24'
2' PS
2' PS
2' PS
2' PS24'
10+00
15+00
20+00
25+00
30+00
35+00
40+00
45+00
-Y1-
-L- STA. 60+28.00BEGIN EB BRIDGE WIDENINGBEGIN WB BRIDGE RECONSTRUCTION
-L- STA. 63+46.00END EB BRIDGE WIDENINGEND WB BRIDGE RECONSTRUCTION
-SER1- STA. 23+06.00BEGIN BRIDGE
-SER1- STA. 25+90.00END BRIDGE
-L- STA. 115+40.00BEGIN BRIDGE
-Y1- STA. 30+35.00END BRIDGE
-Y1- STA. 29+05.58-L- STA. 46+12.03 =
-L- STA. 38+35.00BEGIN RECONSTRUCTIONEND MILLING AND RESURFACINGEND WIDENING
10 POT Sta. 19+
16.77
10+0015+00
04
025
00
025
12'
24'
24'
ME
DIA
N
36'
-Y1-
-Y1-
-SER1-
-SER1-
-SER1-
-SER2-
-SER2-
-SER3CON-
-SER3-
80'
60'
60'
60'
-L- STA. 115+76.74-Y2- POT STA. 14+27.34 =
-Y2- POT STA. 10+00.00BEGIN RAINS MILL RD.
-Y2- POT Sta. 25+08.56END RAINS MILL RD.
00
025
025
025
025
025
025
025
025
025
025
025
025
025
025
-L- PC STA. 82+20.00
BEGIN WIDENING
BEGIN MILLING AND RESURFACING
END RECONSTRUCTION
-L- PCC STA. 100+85.00
BEGIN RECONSTRUCTION
END WIDENING
END MILLING AND RESURFACING
10+00
15+00
PT Sta. 18+44.94
20+00
-Y1- STA. 23+56.36-RP1A- POT STA. 28+31.66 =END RAMP 1A
-Y1- STA. 23+82.83-LP1A- POT STA. 22+19.17 =END LOOP 1A
-Y1- STA. 27+77.00BEGIN BRIDGE
080
25
-RP1A-
70
70
70
24'
-L- STA. 116+14.00END BRIDGE
PCC Sta. 100+96.45
50+00
PC Sta. 53+47.23
55+00
60+00
PT Sta. 61+21.68
65+00
70+00
025
025
025
025
00
07
07
00
-Y1-
HOLTS POND RD.
POT STA. 73+77.66
-Y1- STA. 73+68.81END CONSTRUCTIONEND US 70A
80'
24'
2' P
S
2' P
S
PIs Sta 11+12.03
F
Ls = 168.00'
LT = 112.03'
ST = 56.03'
PI Sta 15+80.32
L = 794.40'
T = 412.32'
R = 1,202.00'
PIs Sta 20+18.42
F
Ls = 168.00'
LT = 112.03'
ST = 56.03'
PIs Sta 23+79.08
F
Ls = 192.00'
LT = 128.11'
ST = 64.10'
PI Sta 25+72.96
L = 257.51'
T = 130.00'
R = 762.00'
PIs Sta 27+64.58
F
Ls = 192.00'
LT = 128.11'
ST = 64.10'
CURVE L1CURVE RP1A1
CURVE RP1A2
CURVE RP1C1 CURVE RP1C2
PIs Sta 11+01.94
F
Ls = 152.00'
LT = 101.94'
ST = 51.22'
PI Sta 71+36.53
L = 692.94'
T = 5,984.53'
R = 226.00'
CURVE LP1C
F
PIs Sta 31+13.85
F
Ls = 384.00'
LT = 256.06'
ST = 128.05'
PI Sta 37+31.12
L = 969.33'
T = 489.33'
PIs Sta 43+39.18
F
Ls = 384.00'
LT = 256.06'
ST = 128.05'
PIs Sta 11+12.03
F
Ls = 168.00'
LT = 112.03'
ST = 56.03'
PI Sta 14+74.60
L = 600.39'
T = 306.60'
R = 1,202.00'
PIs Sta 18+24.42
F
Ls = 168.00'
LT = 112.03'
ST = 56.03'
PIs Sta 21+88.77
F
Ls = 160.00'
LT = 107.02'
ST = 53.66'
PI Sta 23+48.63
L = 206.22'
T = 106.88'
R = 318.00'
PI Sta 20+44.62
L = 221.67'
T = 111.47'
R = 850.00'
PI Sta 38+63.88
L = 1,334.62'
T = 698.19'
R = 1,840.00'
CURVE SER1-1 CURVE SER2-1 CURVE SER2-2 CURVE SER2-3 CURVE SER2-4
SE = 0.08SE = 0.07
SE = 0.08
SE = 0.07 SE = 0.08 SE = 0.08TRANS = 199.5'
CURVE SER1-2
SE = 0.06 SE = 0.05
TRANS = 504' TRANS = 210'
TRANS = 204' TRANS = 180'
TRANS = 252'TRANS = 228'
TRANS = 228'
PI Sta 12+54.59
L = 75.08'
T = 37.68'
R = 360.00'
PI Sta 17+41.75
L = 391.41'
T = 232.05'
R = 290.00'
PI Sta 21+41.47
L = 178.26'
T = 91.00'
R = 360.00'
PI Sta 27+03.90
L = 204.79'
T = 105.25'
R = 360.00'
SE = 0.04
TRANS = 104'
SE = 0.04TRANS = 104'
SE = 0.04
TRANS = 104'
SE = 0.04
TRANS = 104'
R = 2,870.00
CURVE LP1A
PIs Sta 11+01.94
Ls = 152.00'
LT = 101.94'
ST = 51.22'
SE = 0.08TRANS = 199.5'
CURVE SER3-1 CURVE SER3-2
SE = 0.06 SE = 0.04
TRANS = 204' TRANS = 156'
CURVE -SER3CON-
DS = 35 MPH
PI Sta 57+45.78
L = 774.45'
T = 398.55'
SE = 0.07
TRANS = 228'
R = 1,330.00'
CURVE Y1-1
PI Sta 13+79.35
L = 158.71'
SE = 0.06R = 1,060.00'
CURVE Y2-1
T = 79.50'
TRANS = 178.5'
PI Sta 20+17.29
L = 880.23'
T = 486.23'
R = 833.00'
PI Sta 16+75.81
L = 254.51'
T = 138.31'
R = 262.00'
PI Sta 40+22.61
L = 312.31'
T = 156.40'
R = 2,300.00'
SE = 0.04
TRANS = 123.5'
TRANS = 360'
D
DD
D D D
D
D
DDDD DDDDD
PI Sta 71+36.53
D
L = 692.94'
T = 5,984.53'
R = 226.00'
TRANS = 360'
SE = 0.05SE = 0.05 SE = 0.05
CURVE L2-1 CURVE L2-2 CURVE L2-3
WETLAND LIMITS BOUNDARY
DELINEATED POND BOUNDARY
WETLAND LIMITS BOUNDARY
DELINEATED POND BOUNDARY
INCOMPLETE PLANSNOT FOR R/W ACQUISITION OR CONSTRUCTION
CONCEPT ALTERNATIVE ONLYSUBJECT TO CHANGE WITHOUT NOTICE
NOT FOR CONSTRUCTION
WEST PRINCETON AREA ALTERNATIVE 2 WITH OPTION A MAP
200050
PLANS
100100
To minimize environmental impacts, the westboundentrance ramp proposed in the northwest quadrant of theU.S. 70-70A interchange shown in the 2017 public meetingmap has been replaced with a loop ramp here.
The proposed service road connecting U.S. 70-Ato Commercial Drive shown in the 2017 publicmeeting map has been revised, and is nowproposed to connect directly to Dr. Donnie H.Jones Jr. Boulevard.
The proposed service road connecting Old RockQuarry Road with Rains Mill Road shown in the 2017public meeting map has been realigned. Therealignment removes a stop condition that wasoriginally proposed at the intersection of Old RockQuarry Road and the proposed service road.
A new roadway connection has been addedto maintain access to Eagles Crest Lane,Northside Drive, and the southern portion ofOld Rock Quarry Road.
US 70 is proposed to go over Rains Mill Road.Rains Mill Road would maintain existingelevation.
C A
