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US 64 BYPASS & ZOO CONNECTOR
18800
12100
11700
7100
8500
6400
1400
1400
9900
7800
CONNECTO
RZO
O
US 64
BYP
ASS
NC 159 SPUR & ZOO CONNECTOR
NC 159 & ZOO CONNECTOR
2400
1600700
900
8200
7100NC 15
9
ZOO
CONNECTO
R
9900
7800
3100
2500
8200
7100
2100
1300
7900
7200
900
700
ZOO CONNECTOR
NC 15
9
EST.2040
2013
EST.2040
2013
EST.2040
2013
US 64 BYPASS (MAINLINE)
TYPICAL SECTION NO. 1
ZOO CONNECTOR
TYPICAL SECTION NO. 3
ZOO CONNECTOR
TYPICAL SECTION NO. 2
TYPICAL SECTION NO. 4
NC 159 & NC 159 SPUR
ROUNDABOUT
TYPICAL SECTION NO. 5
18 FT
1200
600
MAXIMUM SUPERELEVATION:
DESIGN SPEED:
FUNCTIONAL CLASSIFICATION:
8%
50-60 MPH
RURAL COLLECTOR
ROLL 1 OF 1 JANUARY 2015WBS # 34450.1.1 TIP NO. R-2536
F.A. PROJECT NHF-64(19)
RO
LL 1
OF 1 J
AN
UA
RY 2015
WBS #
34450.1.1
TIP
NO.
R-2536
F.A. PR
OJE
CT N
HF-64(19)
RO
LL 1 O
F 1 JA
NU
AR
Y 2015
WBS #
34450.1.1 T
IP
NO. R
-2536
F.A. P
ROJE
CT N
HF-64(19
)
RANDOLPH COUNTYUS 64 ASHEBORO BYPASS & ZOO CONNECTOR
PRELIMINARY DESIGN MAP
RA
ND
OLP
H
CO
UN
TY
US 64
AS
HEB
OR
O
BYP
ASS
&
ZO
O
CO
NN
EC
TO
RPRELIM
INA
RY
DESIG
N
MAP
RA
ND
OLP
H
CO
UN
TY
US 64
AS
HEB
OR
O
BYP
ASS
&
ZO
O
CO
NN
EC
TO
RPRELIM
INA
RY
DESIG
N
MAP
RCBC
2 @ 7’ x 7’
RCBC2 @ 7’ x 7’
K
KK
K
KK
KK
KK
K
K
K
KKK
KKK
KK
KK
K
KKK
K
K
K
K
KKK
KK
K
KK
K K
KK
KK
K
KK
K
K
4:1
-Y9-
15 FT DITCH30 FT
6:1
2:1
6:16:1
2:1
12 FT 12 FT 10 FT
CL
0.020.020.080.02 0.02 0.08
6 FTSHOULDER
8 FT
RAILGUARD-11 FT W/
SHLDRPAVED4 FT
SHOULDER8 FT
RAILGUARD-11 FT W/
SHLDRPAVED4 FT
POINTGRADE
SLOPEVARIABLE
VARIABLE SLOPE
VARIABLE SLOPE
4:1
0.040.04
0.040.04
30 FT
6:1
2:1
6:1
6:1
2:1
8:1
-L-
12 FT 12 FT 10 FT
10 FT
CL
0.020.020.020.02 0.02 0.02 0.02
0.02
8:1
SHOULDER12FT
GUARDRAIL15 FT W/
SHLDRPAVED
SLOPEVARIABLE
70 FT MEDIAN 6 FT
POINTGRADE
SHOULDER12 FT MED.
SHLDRPAVED4 FT
SHLDRPAVED4 FT
SHOULDER12 FT MED.
12 FT
POINTGRADE
12 FT SHOULDER12FT
GUARDRAIL15 FT W/
SHLDRPAVED10 FT
LEGENDEXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
EXISTING PAVEMENT
PROPOSED PAVEMENT
RESURFACED
PAVEMENT TO BE
TO BE REMOVED
EXISTING PAVEMENT
BUILDINGS
PROPERTY LINES
WETLAND
WETLAND BOUNDARY
STREAM LINE
JURISDICTIONAL
OR POND
LAKE, RIVER, STREAM
CONTROL OF ACCESS
PROPOSED FULL
AND UTILITY)
(DRAINAGE, CONSTRUCTION,
PROPOSED EASEMENT
ISLANDS
PROPOSED STRUCTURES &
TO BE RETAINED
EXISTING STRUCTURE
EASEMENT
EXISTING UTILITY
(TEMPORARY DETOUR)
PROPOSED PAVEMENT
VARIABLE SLOPE
4:1
0.04
6:1
-Y9-SHOULDER
8 FT
15 FT DITCH
0.04
6:1
30 FT
6:1
2:1
6:16:1
2:1
12 FT 12 FT 12 FT12 FT 10 FT
VARIABLESLOPE
CL
0.020.020.020.080.02 0.02 0.02 0.08
46 FT MEDIAN 6 FT
RAILGUARD-11 FT W/
SHLDR6 FT MED
SHLDRPAVED4 FT
SHLDRPAVED
2 FT MED
POINTGRADE
SHOULDER8 FT
SHLDR6 FT MED
SHLDRPAVED
2 FT MED
POINTGRADE
SHLDRPAVED4 FT
RAILGUARD-11 FT W/
4:1
15 FT DITCH30 FT
6:1
2:1
6:16:1
2:1
12 FT 12 FT 10 FT
GRADE
POINT
CL
0.020.08
0.02 0.08
6 FT
SLOPEVARIABLE
VARIABLE SLOPE
SHLDRPAVED2 FT
SHLDRPAVED2 FT
SHOULDER8 FT
RAILGUARD-11 FT W/
SHOULDER8 FT
RAILGUARD-11 FT W/
-Y10- & -Y10A-
LEGENDEXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
EXISTING PAVEMENT
PROPOSED PAVEMENT
RESURFACED
PAVEMENT TO BE
TO BE REMOVED
EXISTING PAVEMENT
BUILDINGS
PROPERTY LINES
WETLAND
WETLAND BOUNDARY
STREAM LINE
JURISDICTIONAL
OR POND
LAKE, RIVER, STREAM
CONTROL OF ACCESS
PROPOSED FULL
AND UTILITY)
(DRAINAGE, CONSTRUCTION,
PROPOSED EASEMENT
ISLANDS
PROPOSED STRUCTURES &
TO BE RETAINED
EXISTING STRUCTURE
EASEMENT
EXISTING UTILITY
(TEMPORARY DETOUR)
PROPOSED PAVEMENT
0.02 & VAR.
-RAB-
0.02 & VAR.
0.08 & VAR.
0.02 & VAR.
10 FT
75 FT
55 FT
3:1
3:1
2.5 FT C&G
1.5 FT C&G 2.5ft SPILL CURB
GRADE
POINT
CLINSCRIBED CIRCLE DIAMETER = 150 FT
CENTRAL ISLAND41 FT
SLOPEVARIABLE
GUARDRAIL14 FT W/
ROADWAYCIRCULATORY
20 FT
APRONTRUCK10 FT
MIRROR IMAGERIGHT SIDE:
POT 10+71.99-Y9-
GAONA SERVANDO & JULIA A
MARTINEZ MANUEL M & SERIN
WADE JAMES EDWARD
269
299
304
305
310
ESCOBAR JOSE F & ANGELICA
DAVIDSON PATTY GILLESPIE
YARBROUGH ROY CHARLES & L
ANDRADE CECILIO A & MARIA
ORTIZ JORGE H & SANTOS G
LOPEZ PEDRO RUBIO
SIERRA JOSE R & MARIA & O
258
259
260
262
263
264
267
268
VAZQUEZ MARTIN R & VICTOR
GARNER GRADY C & AUDREY
LONG JOSEPH LEE & WINNIE
FLETCHER TAMMY D
HERNANDEZ SERBANDO DIAZ 255
CRANFORD DONALD E & RUTH
LINDER BOYD HENDERSON III
KING MILTON CLAY
WOODY FAITH A
356
357
358
359
360
368
373
375
376
377
380
381
382
383
384
386
30
BEANE TIMOTHY CRAIG & ELA
COOPER JERALDINE & SHARON
407
409
411
412
421
441
442
443
445
446
447
448
452
453
454
455
456
457
458
MABE, STEPHANIE
MESA, MICHAEL
HUSSEY, BRADLEY
UNKNOWN
MORALES RODOLFO
MEJIA HUMBERTO
ALBARRAN NORMA
SUNRISE & SONS LLC
BYRD CAROLYN ELIZABETH
GARNER GRADY
852
DAVIS RAY & LYNN CRIBB
REYES ERASMO H & TONYA M
HAYES CHRISTOPHER BOYD
HONEY LAND LLC
LAW HOWARD C & DONNA M
420 SHELTON JAMES P
THOMAS EMMA
374 MARION JUDY PARRISH
GONZALEZ PORFIRIO RUBIO378
DURANTE TOLEDO B & CARMEN311
270 JHS MASTER CAPITAL LLC
408 SINGLETARY CHRISTOPHER
BUNTING JERRY D & BRENDA410
402 BRYANT DAVID
CORBETT DWIGHT LEE403
INGLE CLAUDE ALLEN404
851 STC INVESTMENTS & PROPERTIES
JOYCE TONY LEE & KIMBERLY
ROBBINS DUKE TRUSTEE
GREENE FURMAN RAY JR
MERIGO VINCENTIA MARIE
THOMPSON RONALD W & PATSY
MORGAN WAYNE P
THOMAS MARY
WHITMAN DAVID & ANGELA
SMITH TAMMIE M
POP LIVIU E & MARIA
KEARNS JOSEPH WILSON & JANET JONES
THOMPSON MICHAEL D & CATHY P
GONZALES RICHARD HERNANDEZ
SELLARS ALMAKA
BROWNE MARY ALICE
LEWIS MARTIN C
SMITH ELIJAY ROY
CARTER SHAWN DEAN
CORDER DEBBIE
KINNEY FRANK EDWARD
321
322
323
324
438
439
440
RETIREMENT CENTGERCROSS ROAD REST AND
MATCH LINE A-A
MATCH LINE A-A
ROLL 2 OF 5 OF PRIOR PUBLIC HEARING MAPMATCH -L- STATION 371+18 ON
ROLL 3 OF 5 OF PRIOR PUBLIC HEARING MAPMATCH -L- STATION 450+78 ON
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
GRAPHIC SCALESUBJECT TO CHANGE WITHOUT PRIOR NOTICEGRAPHIC SCALE
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
SUBJECT TO CHANGE WITHOUT PRIOR NOTICE
200’100’ 0’ 200’ 400’ 200’100’ 0’ 200’ 400’
tt
POOLPO
OL
POND
POND
POND
POND
F
F
F
F
F
F
F
F
FF
F
F
F
FF
F
F
F
F
F
F
F
F
F
F
F
FF
F
F
C
C
C
C
C
C
C
CC
C
C
C
C
C
C
C
C
C
F
C
C
C
C
C
C
C
C
C
C
CC
C
C
C
C
C
C
C
C C
C
C
C
C
C
CC
CC
C
C
C
C
C
C
C
CC
C
C
C
C
C
C
C
C
C
C
F
C
F
F
F
F
C
F
F
F
C
C
F
F
F
F
F
CC
C
C
C C
C
C
C
C
C
C
F
FF
F
F
F
F
F
F
C
C
C
C
C
C
F
F
F
F
F
F
CC
F
F
C
C
C
C
CF
C C
CC
C
A
C
A
CA
C
A
C A
CA
CA
CA
CA
CA
C A
C
A
C
A
C A
C A
C A
C A
C A
C A
C AC 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
CA
CA
CA
CA
CA
CA
CA
C
A
C
AC
A
C
A
C
A
C
A
CA
CA
CA
C A
C A
C A
C A
C
A
C
A
ST STA 369+01.33
TS STA 390
+62.40
SC STA 393+62.40
CS STA 401+98.23
ST STA 404+98.23
PI STA 14+52.33
D
D
L = 846.51’
T = 452.33’
R = 970.00’
PIs STA 19+13.25
F s
Ls = 200.00’
LT = 133.41’
ST = 66.73’
PI STA 19+91.78
D
D
L = 218.13’
T = 116.55’
R = 250.00’
PI STA 25+73.33
D
D
L = 115.12’
T = 58.60’
R = 250.00’
PI STA 29+51.37
D
D
L = 323.73’
T = 189.05’
R = 250.00’
PI STA 47+55.92
D
D
L = 688.53’
T = 366.11’
R = 818.51’
PI STA 59+03.50
D
D
L = 1,082.10’
T = 554.65’
R = 2,000.00’
PI STA 87+57.49
D
D
L = 480.42’
T = 247.70’
R = 800.00’
PI STA 11+31.74
D
D
L = 158.27’
T = 79.80’
R = 500.00’
435
15
430
425
420
415
410
405
400
395
390
385
30
380
15
20 2
5
375
10
15
10
SERRD1 CURVE DATA
NC159_RPA CURVE DATA
SE = 0.08 SE = 0.05 SE = 0.08
SE = 0.025
DS = 20 mph
SE = 0.06
Runoff = 84’
SE = 0.06
Runoff = 84’
SE = 0.06
Runoff = 84’
SE = 0.08
DS = 50 mph
SE = 0.02
DS = 25 mph
SE = 0.02
DS = 25 mph
-Y10- CURVE DATA
-Y10A- CURVE DATA
-Y9- CURVE DATA
-RAB- CURVE DATA
-Y10
A- P
T S
TA 12
+10.2
1
-Y10
A- PC ST
A 10
+51.9
4
PT
ST
A 20+93.3
5
SE
RR
D1
PC S
TA 25+14.7
3
SE
RR
D1
PC
STA 18+75.22
SERRD1P
T ST
A 26+29.85
SE
RR
D1
PC ST
A 27+62.3
1
SE
RR
D1
POT S
TA 10+00.00
SERRD1
POT STA 33+03.42
SERRD1
PT STA 30+86.04
SERRD1
POT STA 19
+10.32
SERR
D2
POT STA 10
+00.00
SERR
D2
DS = 50 mph DS = 50 mph DS = 50 mphRunoff = 192’ Runoff = 120’ Runoff = 192’
Runoff = 35’DS = 30 mph DS = 30 mph DS = 30 mph
POT Sta. 10
+00.00
15
20
25
303
5
40
45
50
55
60
65
70
75
80
85
90
95
100
105
110
115
120
125
130
POT Sta. 13
4+88.99
50
55
60
65
70
75
80
90
PIs Sta 60+09.17
F
Ls = 275.00’
LT = 183.37’
ST = 91.70’
PI Sta 78+97.83
D
L = 3,050.93’
T = 1,797.03’
R = 2,300.00’
PIs Sta 92+43.43
F
Ls = 275.00’
LT = 183.37’
ST = 91.70’
SE = 0.06
DS = 60 mph
PIs Sta 24+39.32
F
Ls = 325.00’
LT = 216.81’
ST = 108.47’
PI Sta 36+80.33
D
L = 1,916.08’
T = 1,132.82’
R = 1,430.00’
PIs Sta 45+72.06
F
Ls = 325.00’
LT = 216.81’
ST = 108.47’
SE = 0.064
DS = 50 mph
-Y10-
PT
Sta. 50+78.3
4
-Y10-
PC Sta. 53
+48.8
5
-Y10- P
T Sta. 64+30.95
-Y10- P
C Sta. 85+09.79
-Y10-
PT Sta. 89
+90.2
1
-Y9- ST Sta. 9
4+26.73
-Y9-
CS Sta. 9
1+51.7
3
-Y9- SC
Sta. 61+00.80
-Y9-
TS Sta. 5
8+25.80
-Y9-
ST Sta. 47+
88.59
-Y9- CS Sta. 4
4+63.59
-Y9- S
C Sta. 2
5+47.5
1-
Y9- TS Sta. 2
2+22.51
PI Sta 16+62.25D
L = 517.70’T = 261.71’R = 1,432.00’
-Y9A- CURVE DATA
SE = 0.064
DS = 50 mph
15
20
25
30
PI Sta 23+21.34
D
L = 287.14’
T = 145.13’
R = 800.00’
SE = 0.080
DS = 50 mph
-Y9A- POT Sta. 10+00.00
-Y9A- PC Sta. 13+94.57
-Y9A- PT S
ta. 19+
12.27
-Y9
A- PT
Sta. 2
4+63.35
-Y9A- PC S
ta. 21+
76.21
D
L = 170.67’
T = 2,859.47’
R = 55.00’
T = 2,859.47’
D
L = 174.90’
R = 55.00’
PI Sta Undefined PI Sta Undefined
-Y10- P
T Sta. 64+30.95
159
159
159
64
64
64
30
408
410
421
432
441
446
420
373
374 377 255
378
376
376
376
376
376
376
311305
304
299
262 263
268
267 269
359
358
360
380
382
381
30
30
30
456
455454
457
458
453
407
409
411
445
443447
448
270
324
323
321
322
417
402
403
404
851
375
383
384
258
260
259
442
452
412
852
30
KNIG
HT T
OM
MIE
W
FOGLEMAN
CLINTON EUGENE
RUIZ
GLORIA EXTRADA
& OTH
LEONARD
VICKY WALL
HUDSON RACHEL
WILS
ON
INGLE CLAUDE
ALLEN & CARO
WRIGHT
BOBBY H JR& GEARR
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C
&
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BRIM
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& JE
WEL
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&
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RIC
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&
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VIRGIL WAYNE
JOSEY,
ANGELAMORALES
BROWN ALDEN LEE
BRIM R GILBERT
THOMAS EMMA H (LE)
ROY & VIRGINIAHUNT CLIFFORD
THOMAS EMMA H (LE)
SHOLAR PEGGY YORK
SHOLAR PEGGY YORK
SHOLAR PEGGY YORK
GERI SHELTONBONKEMEYER
BANKS HEIRSRICHARDSON W
SHELTONCARPENTER KELLI
& OTHERSGODFREY EVELYN
SHELTON ERNEST W & GERALD
KINLEY JOYCE
LUTHER JAMES
THOMAS EMMA (LE) JAMES DARRELL
TEDDER
CLARIS H
VAUGHN
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TRACI MARIESAMPSON
FREDSTOUT
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& FELIX LLOYDWARD JAMES LARRY
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LESTER WYOUNG
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JOHNHAAS ROBERT
& LAURA
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TAMMY BRILESBLEDSOE
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JASON MPMANDARA
THOMAS RLINTHICUM
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ROSACASTILLO
JERRY WSMITH
MIC
HA
EL
RA
Y
POIN
DE
XT
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CHANDLERLITTLE TROY
NANCE
LEE JOSEPH C
& JANICE C
& ANNEWILLIAM TMORRISON
CORY REDWARDS
JEFFREYJAMES
YOW
AARONJORDON
WARREN
VICK RODNEY
SHAW REID A
OF THE FAITHASSEMBLYAPOSTOLIC
& GREGORY RAYGALLIMORE SHARON S
VERA HUGHES TRJAMES P AND
STALEY
SHAW JUNE D
DEMAURO DANIEL & OTHERS
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& JOAN Y
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& ANET
WILLIAM H
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ALMAZA
RUBEN GONZALESTOLEDO
& JASEFINA D
LOPEZ JOSE R
NEAL & ARETCRAVEN STEVEN
GERARDO
SERFIN
GARY
RICHARDSON
LINDA A
BEANE
WILLIAM
MAHAN
UNKNOWN
NATHAN
BULLARD
MOOSE CLUB
DOROTHY CLEAMON M &
BYRD WANDA
VONCANNON
CENTRAL METH CHURCH
YORK HILDA B
& RETIREMENT CTRCROSS ROAD REST & RETIREMENT CTR
CROSS ROAD REST
& NORDIA
ROBBINS DUKE
SANDRA LUCILLEJOHNSON
BURRITT THELMA STALEY
STALEY DONNA L
& DENETTE
MCDONALDGRACE L
LINDAMARLEY
REBECCAROUTH
COOPER
DAVID O JR
WILLIAMS EVA
WILLIAMS EVA
MINGHUANG
ROBERT ALAN& DONN& CA
DUNCANJASPERTHOMAS
CALLICUTTRUTH C
& CLARA
COX JOE R
& OTHERS
RICHES INC
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RICHES INC& OTHERS
CO
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KRISTYBOWDEN,
DIONISIOMORDAN,
CROMER
JOHN AAVELINO
MATURIWILLIAM C
& LINDA
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MICHAEL CSHAMBURDER
BRANDI AFOX
FELECIA SBROWN
FRYE HAZEL S GALLIMORE
GREGORY R & SHA
& MARY LOUPERRY DEMPSEY L
& EVANNALAPRADE ALFRED C
& EVANNALAPRADE ALFRED C
REID IISHELTON BANNER
EMMA H (LE)THOMAS
FREEMAN
DONALD GENE
& BET
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& SANDRA
JERRY W
WILLIAMS
& RAEFORD
BRIM GILBERT
BRENDAHINSON,
CHRISTOPHERGARNER,
OSCARPATTERSON,
JUDYLEWALLEN,
UNKNOWN
RICHES INC
& OTHERS
BLACKWELLDAVID D
CAMPBELL BONITA SPENCER
JEANSCOTT,
SCOTTJACKIE W
& JEAN B
RONNIEGILLESPIE,
TROGDONJANE B
GRAYSON FLOYD,
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ELIZABETHBODMAN
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CROSSROADS
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LYNDA CMARTIN
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CAVINESS ELTON T
CATOE MARY H
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driveway connections are allowed.streets are grade separated. No privatevia ramps at interchanges. All cross-connection to a facility provided only Full Control of Access is defined as a NOTE:
B
C
D
-RAB-
NC 159 DETOUR
-Y9- Z
OO
CO
NN
ECTO
R
-Y10- NC 159
-Y9- Z
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TOR
-SERRD2-
DETOURSTALEYS FARM RD
STALEYS FARM RDSR 2839
-L- U
S 64
BYPASS
-SERRD1-
CH
URC
H
RD
-Y7- C
RESTVIE
W
WILL
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BRANCH
TANTRAUGH BRANCH
CAROLIN
A ZO
O
TO TH
E N
ORT
H
LEXINGTONTO
RAMSEURTO
ASHEBOROTO
EX. R/W
530’
PROP. R/W
115’
PROP. R/W
115’ - 125’
PROP. R/W
150’ - 190’
PROP. R/W340’ -
390’
PROP. R/W
75’ - 95’
-Y9- STA 114+00TIE TO PROJECT R-2536BEND PROJECT R-2536D
UTILITY EASEMENT
100’ EX.
PROP. R/W
140’
TO 74INTERSTATEINTERSTATE
73
ROC
WO
OD
DR
TANTRA
UG
H BRA
NCH
SOUTHWOOD DR
FAITH M
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WS
LN
S CRE
EK C
T
-Y9- STA 20+00.00
BEGIN PROJECT R-2536D
-Y9
A-
TWIN RCBC
ARCH CULVERTS
13’-11"x9’-5" x64’ LG
EX. TWIN-Y8- OLD COX RD
DETOUROLD COX RD
ASHEBOROTO
