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8/17/99

SHEET NO.PROJECT REFERENCE NO.

R-5829

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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

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MER

CER ST

SMITH ST

COM

MER

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(OPER

ATED

BY NORFO

LK SO

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CO.

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BY NORFO

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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

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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

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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

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025

025

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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