U-5741 Rdy psh alt3 1 - NCDOT€¦ · ard dr. barbara ave. p i n e y g r e e n r o a d c a r v e r...
1
CAT-1 CAT-1 GRAU 350 TL-3 GRAU 350 TL-3 NC 24 LEJEUNE BLVD. R A I L R OAD R A I L R OAD T A LL M AN C I RC LE HE ND E R S ON R O A D T A LL M AN C I RC LE L AK E S T R EET B ULTE R DR I V E HUN TE R S T R A I L C I T Y L I M I T S J A C K S ONV I LLE C I T Y L I M I T S J A C K S O N V I L LE P R I N C EE D W A R D D R . BARBARA AVE. P I N E Y G R EE N R O AD C A R V E R D R . R A I L R OAD & SELF STORAGE SEMPER-FI VECHICLE GREEN APARTMENT HOMES LIBERTY POINTE AT PINEY CR E D I T UN I ON F E D E R A L M A R I N E B A P T I S T C HU RC H E NON C HA P EL J E W ELE R S W OOD S ON K I NG B U R G E R T A C O B ELL P A R T S AU T O ADVAN C E D R I V E -I N S ON I C E X P R E SS KANGA R OO BP AU T O SP A L I B E R T Y CR E D I T UN I ON F E D E R A L NAVY K - M A R T F OOD L I ON AU T O Z ON E H I B A C H I G R I LL S U P R E M EB U FF ET W A LT ON DR I V E .025 .025 GRASS MEDIAN 12’ 12’ 12’ 12’ 24’ 24’ EAST BOUND WEST BOUND -L- NC 24 LEJEUNE BOULEVARD 70’ 4’ FDPS 4’ FDPS . 0 3 5 . 035 13’ 16’ W/ GR 4’ FDPS PS .025 .04 30’ H I N G E P O I N T F O R F I L L S 6 : 1 3 : 1 13’ 16’ W/ GR PS 4’ FDPS .025 6 : 1 18’ 6’ 4 : 1 3 : 1 6 : 1 H I N G E P O I N T F O R C U T S . 04 12’ 8 : 1 12’ 8 : 1 .025 .025 ROADWAY TYPICAL C L 10’ GRADE POINT GRADE POINT ORIGINAL GROUND ORIGINAL GROUND 10’ 10’ ORIGINAL GROUND ORIGINAL GROUND 18’ 6 : 1 6 : 1 6’ 10’ T O 6 : 1 4’ FDPS 6 : 1 VARIABLE SLOPE SEE X-SECTIONS 30’ 4’ FDPS C L F O R CUT S HI NGE P O I NT -RAMPS- F O R F I LL S HI NGE P O I NT 2’ 3 : 1 VA R . 3 : 1 13’ 16’ W/GR 10’ 16’ ROADWAY TYPICAL GRADE POINT . 0 8 .02 .02 .02 . 08 18’ 6 : 1 6’ 10’ T O 6 : 1 4’ FDPS C L F O R CUT S HI NGE P O I NT -LOOPS- 8’ 12’ 10’ 2’ VA R . 3 : 1 T O 4 : 1 VA R . 3 : 1 T O 4 : 1 VA R . 3 : 1 6 : 1 13’ 16’ W/GR ROADWAY TYPICAL GRADE POINT . 0 8 .02 .02 .02 .02 GRAPHIC SCALE 0’ 50’ DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 8% 60 MPH PRINCIPAL ARTERIAL MAXIMUM SUPERELEVATION: DESIGN SPEED: FUNCTIONAL CLASSIFICATION: LEGEND 200’ 200’ 400’ EXISTING TRAFFIC SIGNAL PROPOSED HORIZONTAL ALIGNMENT PROPOSED CURB & GUTTER EXISTING STRUCTURE TO BE RETAINED PROPOSED RIGHT OF WAY PROPOSED TRAFFIC SIGNAL LAKES, RIVERS, STREAMS, AND PONDS PROPOSED TEMPORARY CONSTRUCTION EASEMENT PROPOSED LIMITS OF CONSTRUCTION PROPOSED EDGE OF PAVEMENT PROPOSED STRUCTURES AND ISLAND PROPERTY LINES (GIS) PROPOSED RIGHT OF WAY/CONTROL OF ACCESS CITY LIMIT BOUNDARY PROPOSED REMOVAL OF EXISTING ASPHALT WBS # 54030.1.1 MAP 1 OF 1 SEPTEMBER 1, 2017 NCDOT PROJECT # U-5741 W B S # 5 4030 . 1 . 1 M A P 1 O F 1 S E P TE M B E R 1 , 2 01 7 N C DO T P R O J E C T # U - 5741 W B S # 5 4 0 3 0 . 1 . 1 M A P 1 O F 1 S E P T E M B E R 1 , 2 0 1 7 N C D O T P R O J E C T # U - 5 7 4 1 ONSLOW COUNTY NC 24 (LEJEUNE BOULEVARD) PARTIAL CLOVERLEAF INTERCHANGE ALTERNATIVE 3 ON S L O W C O UN T Y N C 24 ( L E J E UN E B OU LE VA R D ) P A R T I A L C L OV E R L E A F I N T E RC HA NG E A L TE R NA T I V E 3 O N S L O W C O U N T Y N C 2 4 ( L E J E U N E B O U L E V A R D ) P A R T I A L C L O V E R L E A F I N T E R C H A N G E A L T E R N A T I V E 3 EXISTING WETLAND (SURVEY) SO SR S R SS SV S T S U S Q W J W J W I W I W K W L W O P C P B SP W I W M W N 2040 ADT 2017 ADT BLVD. LEJEUNE SR 1406 (PINEY GREEN RD.) 50400 34000 45000 30800 SR 1406 (PINEY GREEN RD.) 2700 1600 8800 5600 WAY FREEDOM 3400 1200 29200 19800 13000 7800 13500 9200 2040 ADT 2017 ADT WAY FREEDOM WAY FREEDOM LAKE ST. 45000 30800 43200 30000 1000 900 200 100 1200 1000 2040 ADT 2017 ADT WAY FREEDOM WAY FREEDOM TALLMAN CIRCLE 44200 30000 44000 29800 600 500 400 300 1000 800 2040 ADT 2017 ADT WAY FREEDOM WAY FREEDOM TALLMAN CIRCLE 44000 29800 43600 29500 700 500 300 200 1000 700 NA D 83 / 2 011 PIs Sta 11+12.02 F Ls = 167.99’ LT = 112.02’ ST = 56.02’ PI Sta 15+35.41 D L = 713.08’ T = 367.42’ R = 1,200.00’ PIs Sta 19+37.10 F Ls = 167.99’ LT = 112.02’ ST = 56.02’ PI Sta 23+01.34 D L = 331.60’ T = 168.22’ R = 800.00’ R = 5,700.00’ T = 1,422.35’ L = 2,787.76’ PI Sta 306+59.25 D PIs Sta 11+12.02 F Ls = 167.99’ LT = 112.02’ ST = 56.02’ PI Sta 13+16.15 D L = 294.82’ T = 148.16’ R = 1,200.00’ PIs Sta 15+18.83 F Ls = 167.99’ LT = 112.02’ ST = 56.02’ PI Sta 24+32.02 D L = 200.08’ T = 103.92’ R = 300.00’ PI Sta 27+72.17 D L = 386.62’ T = 243.99’ R = 250.00’ PIs Sta 11+28.09 F Ls = 191.99’ LT = 128.09’ ST = 64.08’ PI Sta 12+98.58 D L = 211.93’ T = 106.59’ R = 800.00’ PIs Sta 14+68.00 F Ls = 191.99’ LT = 128.09’ ST = 64.08’ PI Sta 23+33.43 D L = 91.25’ T = 45.98’ R = 300.00’ PI Sta 26+20.98 D L = 274.89’ T = 175.00’ R = 175.00’ PIs Sta 11+67.22 F Ls = 168.00’ LT = 112.03’ ST = 56.03’ PI Sta 14+71.99 D L = 490.64’ T = 248.80’ R = 1,200.00’ PIs Sta 17+69.86 F Ls = 167.99’ LT = 112.02’ ST = 56.02’ PI Sta 24+51.25 D L = 630.74’ T = 332.79’ R = 800.00’ R = 6,000.00’ T = 298.57’ L = 596.65’ D PI Sta 358+93.07 RAMP B RAMP A RAMP D RAMP C PI Sta 19+58.24 D L = 446.55’ T = 322.02’ R = 239.99’ PIs Sta 21+50.55 F Ls = 199.99’ LT = 134.56’ ST = 67.79’ PIs Sta 11+34.56 F Ls = 199.99’ LT = 134.56’ ST = 67.79’ PI Sta 15+07.96 D L = 436.23’ T = 307.97’ R = 240.00’ LOOP D PI Sta 21+14.24 D L = 521.84’ T = 456.95’ R = 240.00’ PI Sta 15+37.54 D L = 457.31’ T = 337.55’ R = 240.00’ PIs Sta 22+46.92 F Ls = 199.99’ LT = 134.56’ ST = 67.79’ PIs Sta 11+34.56 F Ls = 199.99’ LT = 134.56’ ST = 67.79’ RAMP C 2 85 + 00 290 + 00 295 + 0 0 300 + 00 30 5 + 00 3 1 0 + 00 315 + 0 0 320+00 325+00 330+00 335+00 340+00 345+00 350+00 355+00 360 + 00 365 + 00 370 + 0 0 375 + 0 0 380 + 00 30 25 20 15 10 10 15 20 25 25 20 15 10 10 15 2 0 25 25 2 0 15 10 10 15 20 2 0 1 5 10 B A D C F F F F F F F F F F F C C C C C C C C C C C C C C C F F F F F F F C F C C C C C C C C C C C C C C C C C C F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F C F C C F C F F F F F F F F F F F F F F F F
Transcript of U-5741 Rdy psh alt3 1 - NCDOT€¦ · ard dr. barbara ave. p i n e y g r e e n r o a d c a r v e r...
CAT-1
CAT-1GRAU 350 TL-3
GRAU 350 TL-3
NC 24 LEJEUNE BLVD.
RAILR
OAD
RAILR
OAD
TA
LL
MA
N
CIR
CLE
HE
ND
ERS
ON
RO
AD
TA
LL
MA
N
CIR
CLE
LA
KE STREET
BU
LTER D
RIV
E
HUNTE
RS T
RAIL
CIT
Y LIMIT
SJA
CKSO
NVIL
LE
CITY LIM
ITSJACKSONVILLE
PRINCE EDWARD DR.
BARBARA AVE.
PIN
EY
GREEN
RO
AD
CARVER DR.
RAILR
OAD
& SELF STORAGESEMPER-FI VECHICLE
GREEN APARTMENT HOMESLIBERTY POINTE AT PINEY
CREDIT UNION
FEDERAL
MARINE
BAPTIST CHURCH
ENON CHAPEL
JEWELERS
WOODSON
KING
BURGER TACO BELL
PARTS
AUTO
ADVANCE
DRIVE-INSONIC
EXPRESS
KANGAROO
BP
AUTO SPA
LIBERTY
CREDIT UNION
FEDERALNAVY
K-MARTFOOD LION
AUTOZONE
HIBACHI GRILL
SUPREME BUFFET
WALT
ON
DRIV
E
.025 .025
GRASS MEDIAN
12’12’12’12’
24’ 24’
EAST BOUNDWEST BOUND
-L- NC 24 LEJEUNE BOULEVARD
70’
4’
FDPS
4’
FDPS
.035 .035
13’
16’ W/ GR
4’
FDPS
PS
.025 .04
30’
HIN
GE P
OIN
TFO
R FIL
LS
6:1
3:1
13’16’ W/ GR
PS
4’
FDPS
.025
6:1
18’6’
4:1
3:1
6:1
HIN
GE P
OIN
TFO
R C
UTS
.04
12’
8:1
12’
8:1
.025 .025
ROADWAY TYPICAL
CL
10’
GRADE
POINT
GRADE
POINT
ORIGINAL GROUND
ORIGINAL GROUND
10’
10’
ORIGINAL GROUND
ORIGINAL GROUND
18’
6:16:1
6’10’
TO 6:1
4’
FDPS
6:1
VARIABLE
SLOPE
SEE X-SECTIONS
30’
4’
FDPS
CL
FO
R C
UTS
HIN
GE P
OIN
T
-RAMPS-
FO
R FIL
LS
HIN
GE P
OIN
T
2’
3:1
VAR. 3:1
13’
16’ W/GR
10’ 16’
ROADWAY TYPICAL
GRADE
POINT
.08 .02 .02 .02 .08
18’
6:1
6’10’
TO 6:1
4’
FDPS
CL
FO
R C
UTS
HIN
GE P
OIN
T
-LOOPS-
8’ 12’ 10’
2’
VAR. 3:1 TO 4:1
VAR. 3:1 TO
4:1
VAR. 3:1 6:1
13’
16’ W/GR
ROADWAY TYPICAL
GRADE
POINT
.08 .02 .02 .02.02
GRAPHIC SCALE
0’50’
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
8%
60 MPH
PRINCIPAL ARTERIAL
MAXIMUM SUPERELEVATION:
DESIGN SPEED:
FUNCTIONAL CLASSIFICATION:
LEGEND
200’200’ 400’
EXISTING TRAFFIC SIGNAL
PROPOSED HORIZONTAL ALIGNMENT
PROPOSED CURB & GUTTER
EXISTING STRUCTURE TO BE RETAINED
PROPOSED RIGHT OF WAY
PROPOSED TRAFFIC SIGNAL
LAKES, RIVERS, STREAMS, AND PONDS
PROPOSED TEMPORARY CONSTRUCTION EASEMENT
PROPOSED LIMITS OF CONSTRUCTION
PROPOSED EDGE OF PAVEMENT
PROPOSED STRUCTURES AND ISLAND
PROPERTY LINES (GIS)
PROPOSED RIGHT OF WAY/CONTROL OF ACCESS
CITY LIMIT BOUNDARY
PROPOSED REMOVAL OF EXISTING ASPHALT
WBS # 54030.1.1
MAP 1 OF 1 SEPTEMBER 1, 2017NCDOT PROJECT # U-5741
WBS #
54030.1.1
MAP 1 O
F 1 S
EPTE
MBER 1, 2
017
NC
DO
T PR
OJE
CT #
U-5741
WBS #
54030.1.1
MAP 1
OF 1 S
EPTE
MBER 1, 2
017
NC
DO
T PR
OJE
CT #
U-5741
ONSLOW COUNTYNC 24 (LEJEUNE BOULEVARD)
PARTIAL CLOVERLEAF INTERCHANGEALTERNATIVE 3
ON
SLO
W
CO
UN
TY
NC 24 (L
EJE
UN
E B
OU
LE
VA
RD)
PA
RTIA
L C
LO
VERLE
AF IN
TERC
HA
NG
EA
LTER
NA
TIV
E 3
ON
SLO
W
CO
UN
TY
NC 24 (L
EJE
UN
E B
OU
LE
VA
RD)
PA
RTIA
L C
LO
VERLE
AF IN
TERC
HA
NG
EA
LTER
NA
TIV
E 3
EXISTING WETLAND (SURVEY)
SO
SR
SR
SS
SV
ST
SU
SQ
WJ
WJ
WI
WI
WK
WL
WO
PC
PB
SP
WI
WM
WN
2040 ADT2017 ADT
BLVD.LEJEUNE
SR 1406 (PINEY GREEN RD.)
5040034000
4500030800
SR 1406 (PINEY GREEN RD.)
27001600
88005600
WAYFREEDOM
34001200
2920019800
130007800
135009200
2040 ADT2017 ADT
WAYFREEDOM
WAYFREEDOM
LAKE ST.
4500030800
43200300001000
900200100
12001000
2040 ADT2017 ADT
WAYFREEDOM
WAYFREEDOM
TALLMAN CIRCLE
4420030000
4400029800600
500400300
1000800
2040 ADT2017 ADT
WAYFREEDOM
WAYFREEDOM
TALLMAN CIRCLE
4400029800
4360029500700
500300200
1000700
NA
D 83/ 2
011
PIs Sta 11+12.02
F
Ls = 167.99’
LT = 112.02’
ST = 56.02’
PI Sta 15+35.41
D
L = 713.08’
T = 367.42’
R = 1,200.00’
PIs Sta 19+37.10
F
Ls = 167.99’
LT = 112.02’
ST = 56.02’
PI Sta 23+01.34
D
L = 331.60’
T = 168.22’
R = 800.00’
R = 5,700.00’T = 1,422.35’L = 2,787.76’
PI Sta 306+59.25
D
PIs Sta 11+12.02
F
Ls = 167.99’
LT = 112.02’
ST = 56.02’
PI Sta 13+16.15
D
L = 294.82’
T = 148.16’
R = 1,200.00’
PIs Sta 15+18.83
F
Ls = 167.99’
LT = 112.02’
ST = 56.02’
PI Sta 24+32.02
D
L = 200.08’
T = 103.92’
R = 300.00’
PI Sta 27+72.17
D
L = 386.62’
T = 243.99’
R = 250.00’PIs Sta 11+28.09
F
Ls = 191.99’
LT = 128.09’
ST = 64.08’
PI Sta 12+98.58
D
L = 211.93’
T = 106.59’
R = 800.00’
PIs Sta 14+68.00
F
Ls = 191.99’
LT = 128.09’
ST = 64.08’
PI Sta 23+33.43
D
L = 91.25’
T = 45.98’
R = 300.00’
PI Sta 26+20.98
D
L = 274.89’
T = 175.00’
R = 175.00’
PIs Sta 11+67.22
F
Ls = 168.00’
LT = 112.03’
ST = 56.03’
PI Sta 14+71.99
D
L = 490.64’
T = 248.80’
R = 1,200.00’
PIs Sta 17+69.86
F
Ls = 167.99’
LT = 112.02’
ST = 56.02’
PI Sta 24+51.25
D
L = 630.74’
T = 332.79’
R = 800.00’
R = 6,000.00’
T = 298.57’
L = 596.65’
DPI Sta 358+93.07
RAMP B
RAMP A
RAMP D
RAMP C
PI Sta 19+58.24
D
L = 446.55’
T = 322.02’
R = 239.99’
PIs Sta 21+50.55
F
Ls = 199.99’
LT = 134.56’
ST = 67.79’
PIs Sta 11+34.56
F
Ls = 199.99’
LT = 134.56’
ST = 67.79’
PI Sta 15+07.96
D
L = 436.23’
T = 307.97’
R = 240.00’
LOOP D
PI Sta 21+14.24
D
L = 521.84’
T = 456.95’
R = 240.00’
PI Sta 15+37.54
D
L = 457.31’
T = 337.55’
R = 240.00’
PIs Sta 22+46.92
F
Ls = 199.99’
LT = 134.56’
ST = 67.79’
PIs Sta 11+34.56
F
Ls = 199.99’
LT = 134.56’
ST = 67.79’
RAMP C
285+00
290+00
295+00
300+00
305+00
310+00
315+00
320+00 325+00 330+00 335+00 340+00 345+00 350+00 355+00360+00
365+00
370+00
375+00
380+00
30
25
20
15
10
10 15
20
25
25
20
15
10
10
15
20
25
25
20
15
10
10
15
20
20
15
10
B A
DC
FF
F
F FF F F
F F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
FF
F
F
C
F
CC
C
CC
C
C
C
C
C
C
C
C
C
C
C
C
CF
F
F
F
F
F
F
F
F
F
FFFF
F
F
F
FF
FF
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
FF
FF
F
F
F
F
F
FFFFFF
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
FF
F
F
FF
C
F
C
C
F
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
