i5700 rdy phm alt2 100 - ncdot · 2018. 7. 27. · pis sta 70+53.05 f ls = 150.00’ lt = 100.00’...
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1SF
BUS
WAKE CO
AIR QUALITY
DIVISION OF
1SBK BUS
SS
3SF BUS
1SB
LK
BUS
MTL CANOPY
4SSTUCCO BUS
CA
NO
PY
1SS
TU
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BUS
CANOPY
3SSTUCCO BUS
CA
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4SSTONE&STUCCO BUS
1SBK BUS
3SSTUCCO
BUS
FK & PARTNERS, LLC
WAKE COUNTY
WAKE COUNTY
RALEIGH DURHAM AIRPORT AUTHORITY
WILKINSON, J B
RALEIGH DURHAM AIRPORT AUTHORITY
HALL, D KEITH
V FIVE LLC
HESTER, LINDA J
1259 INNOVATION LLC
AUTHORITYAIRPORT
RALEIGH DURHAM
HOUSE INCWAFFLE
HOSPITALITY LLCEAST WESTRAVANU CORPORATION
WINDSOR HOTELS CORP
AUTHORITYAIRPORT
RALEIGH DURHAM
ASSOC LLCCOPLEY PARKWAY
LLCHOLDINGS
CONCOURSE
HOTELS CORPN S M
LLCLEASINGPIONEER
PROPERTIES INCRDU CHOICE
INCINTERNATIONAL
WENDYS
PROPERTIES LLCBRE LQ
BUSINESS SERVICESTRUST MARRIOTT
HPTCY PROPERTIES
REALTY CORPAERIAL CENTER
COUNTYWAKE
CLASSIC INFRASTRUCTURES, LLC.
GATEWAY HOSPITALITY LLC & RESORTS LLC CAROLINA HOTELS
CARY HOTELS LLC
DEBORAH BASSEDITH U WILSON &
RALEIGH DURHAM INTERNATIONAL
RALEIGH DURHAM INTERNATIONAL
VIRGINIA D. FINLEYEDWARD S. JR. FINLEY &
EH RDU LLC
VIRGINIA D. FINLEYEDWARD S. JR. FINLEY &
VIRGINIA D. FINLEYEDWARD S. JR. FINLEY &
AIRPORT AUTHORITYRALEIGH DURHAM
A NORTH CAROLINA CORPORATIONAERIAL CENTER REALTY CORP.,
CCP CONCOURSE LLC
HENDERSON HOTEL ASSOCIATES LLC
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-L1A- PT Sta. 75+02.88
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CT 5011
8.1.F
S1 (I-5700)
WA
KE
CO
UN
TY
SR
3015 (AIR
PO
RT
BL
VD.) I-40 IN
TE
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NG
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PR
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EN
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AL
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OJE
CT 50118.1.F
S1 (I
-5700)
WA
KE
CO
UN
TY
SR
3015 (AIR
PO
RT
BL
VD.) I
-40 IN
TE
RC
HA
NG
E IM
PR
OV
EM
EN
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AL
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AT
E 2: P
AR
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CL
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PUBLIC MEETING MAP
PROJECT 50118.1.FS1 (I-5700)
WAKE COUNTY
SR 3015 (AIRPORT BLVD.) I-40 INTERCHANGE IMPROVEMENTS
ALTERNATE 2: PARTIAL CLOVER INTERCHANGE
LEGEND
0000
0000
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
LAKES, RIVER, STREAMS AND PONDS
STREAM BUFFER ZONE
WETLAND LIMITS BOUNDARY
COUNTY, CITY OR TOWNSHIP LIMITS
PROPERTY LINES
WLB
BZ
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
C
A
C
A
EXISTING UTILITY EASEMENT
CEMETERIES
EXISTING ROADWAY TO BE REMOVED
FUTURE ADT
PRESENT ADT
CONSTRUCTION, AND UTILITY)
PROPOSED EASEMENTS (DRAINAGE,
CURB AND GUTTER
PROPOSED STRUCTURES, ISLAND,
AND GUTTER TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
EXISTING STRUCTURES, ISLAND, CURB
EXISTING/PROPOSED TRAFFIC SIGNAL
PROPOSED RIGHT OF WAY R
W
LEGEND
0000
0000
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
LAKES, RIVER, STREAMS AND PONDS
STREAM BUFFER ZONE
WETLAND LIMITS BOUNDARY
COUNTY, CITY OR TOWNSHIP LIMITS
PROPERTY LINES
WLB
BZ
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
C
A
C
A
EXISTING UTILITY EASEMENT
CEMETERIES
EXISTING ROADWAY TO BE REMOVED
FUTURE ADT
PRESENT ADT
CONSTRUCTION, AND UTILITY)
PROPOSED EASEMENTS (DRAINAGE,
CURB AND GUTTER
PROPOSED STRUCTURES, ISLAND,
AND GUTTER TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER TO BE REMOVED
EXISTING STRUCTURES, ISLAND, CURB
EXISTING/PROPOSED TRAFFIC SIGNAL
PROPOSED RIGHT OF WAY R
W
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DESIGN DATA
DATE OF ORTHOPHOTOGRAPHY: 2013
0’ 100’ 200’100’
(ENGLISH)
50’
MAXIMUM SUPERELEVATION: 4%
DESIGN SPEED: 50 MPH
FUNCTIONAL CLASSIFICATION: ARTERIAL
DRIVEWAY CONNECTIONS ALLOWED"STREETS ARE GRADE-SEPARATED. NO PRIVATE VIA RAMPS AT INTERCHANGES. ALL CROSS CONNECTION TO A FACILITY PROVIDED ONLY"FULL CONTROL OF ACCESS IS DEFINED AS A
MAP PREPARED: DECEMBER 2017
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DESIGN DATA
DATE OF ORTHOPHOTOGRAPHY: 2013
0’ 100’ 200’100’
(ENGLISH)
50’
MAXIMUM SUPERELEVATION: 4%
DESIGN SPEED: 50 MPH
FUNCTIONAL CLASSIFICATION: ARTERIAL
DRIVEWAY CONNECTIONS ALLOWED"STREETS ARE GRADE-SEPARATED. NO PRIVATE VIA RAMPS AT INTERCHANGES. ALL CROSS CONNECTION TO A FACILITY PROVIDED ONLY"FULL CONTROL OF ACCESS IS DEFINED AS A
MAP PREPARED: DECEMBER 2017
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TX
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FK & PARTNERS, LLC
GURUDEV LLC
XDM LTD
HOUSE INCWAFFLE
F I LLCAIRPORT
LLCPROPERTIESBUCKHEAD
BAPTIST CHURCHSORRELLS GROVE
INCHOSPITALITY
CAPITAL
LLCINVESTORS
VCG
OLD COUNTRY STORE INCCRACKER BARREL
FUNDING II LLCSTORE MASTER
HOL RDU HOTEL INC
TXNC PROPERTIES LP PORTFOLIOBRE ESA P
30
35
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TO
NC 54
-Y7- STA. 14+00.00
BEGIN CONSTRUCTION
-Y4- STA. 11+27.00
END CONSTRUCTION
-Y1- STA. 11+89.00
END CONSTRUCTION
-Y2- STA. 18+24.37
BEGIN CONSTRUCTION
-Y3- STA. 21+20.83
BEGIN CONSTRUCTION
-Y8- STA. 13+00.00
BEGIN CONSTRUCTION
-Y- STA. 42+30.00
BEGIN CONSTRUCTION
-Y- STA. 130+25.00
END CONSTRUCTION
FACTORY SHOP RD.
MALL ENTRANCE
HOTEL ENTRANCE
AERIAL CEN
TER PK
WY.
AIR
GATE D
R.
STIRRUP CREEK
STIRRUP CREEK
BRIER CREEK
BRIE
R
CR
EE
K
BRIE
R
CR
EE
K
UT
TO
BRIE
R
CR
EE
K
UT
TO
BRIE
R
CR
EE
K
INTERSTATE
40
INTERSTATE
40
(14’-0" W/GR)
10’-0"
2’-0"
0.020.020.02
2:1 M
AX
0.020.02 0.02
3:1 MAX
4’-0"
LANEBIKE 12’-0" TO 15’-0"
VARIABLE12’-0" TO 15’-0"
VARIABLE12’-0" TO 15’-0"
VARIABLE
(14’-0" W/GR)
10’-0"
2’-0"
2:1 MAX
3:1 M
AX
4’-0"
LANEBIKE12’-0" TO 15’-0"
VARIABLE12’-0" TO 15’-0"
VARIABLE
5’-0"SW
1’-0"5’-0"SW
1’-0" GRADE
POINT
CL -L- (AIRPORT BLVD.)
ORIGINAL GROUND
2040 ADT
2470037500
200300
100200
400500
2280034700
28003900
10001200
39005100
2014 ADT
AIRPORT BLVD.-L- (SR 3015)
SLATER RD.SR 1641 DRIVEWAY
STEAKHOUSETEXAS
2040 ADT
2470037600
40006000
62009400
3060046500
16002400
53007900
2014 ADT
AIRPORT BLVD.-L- (SR 3015)
RAMP C RAMP D
780011800
2040 ADT
2010030600
17002500
6800
8500
2470037600
43006400
38005700
8100
2014 ADT
RAMP B
12100
10200
12700
AIRPORT BLVD.-L- (SR 3015)
RAMP A
2040 ADT
3060046500
39005800
16002200
60008300
2470037500
42006200
600800
53007300
2014 ADT
AIRPORT BLVD.-L- (SR 3015)
SHOPS RD.FACTORY
PKWY.CENTERAERIAL
2040 ADT
1580025200
2010030600
14002100
57007500
71009600
2014 ADT
AIRPORT BLVD.-L- (SR 3015)
GROVE RD.PLEASANTSR 1789
-L- STA. 30+75.00
BEGIN NCDOT TIP PROJECT I-5700
-L1A- STA. 75+02.88
END NCDOT TIP PROJECT I-5700
AB
C D
PI Sta 25+57.89
D
L = 1,896.03’
T = 992.03’
R = 2,610.00’
PI Sta 53+65.99
D
L = 30.92’
T = 15.46’
R = 10,500.00’
PI Sta 59+17.15
D
L = 38.54’
T = 19.27’
R = 10,500.00’
PIs Sta 70+53.05
F
Ls = 150.00’
LT = 100.00’
ST = 50.00’
PI Sta 75+75.96
D
L = 941.20’
T = 472.92’
R = 3,885.00’
PIs Sta 80+94.25
F
Ls = 150.00’
LT = 100.00’
ST = 50.00’
-L-
SE = EXIST.
RO = NA
SE = EXIST.
RO = NA
SE = EXIST.
RO = NA
SE = EXIST.
RO = NA
PIs Sta 11+26.02
Ls = 189.00’
LT = 126.02’
ST = 63.02’
PI Sta 15+62.47
D
L = 736.71’
T = 373.47’
R = 1,820.00’
PIs Sta 19+88.72
F
Ls = 189.00’
LT = 126.02’
ST = 63.02’
-RPA-
PIs Sta 11+44.06
Ls = 216.00’
LT = 144.06’
ST = 72.06’
PI Sta 15+16.13
D
L = 588.20’
T = 300.13’
R = 1,200.00’
PIs Sta 18+76.26
F
Ls = 216.00’
LT = 144.06’
ST = 72.06’
PIs Sta 21+32.41
F
Ls = 168.00’
LT = 112.21’
ST = 56.19’
PI Sta 23+47.10
D
L = 305.24’
T = 158.90’
R = 445.00’
PIs Sta 25+49.63
F
Ls = 168.00’
LT = 112.21’
ST = 56.19’
-RPB-
-RPC-PIs Sta 12+56.15
Ls = 216.00’
LT = 144.04’
ST = 72.03’
PI Sta 14+21.50
D
L = 186.55’
T = 93.38’
R = 1,575.00’
PIs Sta 15+70.14
F
F
Ls = 100.00’
LT = 55.48’
ST = 44.60’
PI Sta 16+92.92
D
L = 156.00’
T = 78.25’
R = 800.00’
PIs Sta 18+34.76
F
Ls = 192.00’
LT = 128.10’
ST = 64.09’
PIs Sta 20+74.90
F
Ls = 168.00’
LT = 112.23’
ST = 56.21’
PI Sta 22+00.75
D
L = 138.94’
T = 70.08’
R = 428.99’
PIs Sta 18+00.08
F
Ls = 160.00’
LT = 107.46’
ST = 54.05’
PIs Sta 11+07.46
F
Ls = 160.00’
LT = 107.46’
ST = 54.05’
PIs Sta 12+04.25
F
Ls = 300.00’
LT = 204.25’
ST = 103.88’
PI Sta 13+24.65
D
L = 49.13’
T = 24.65’
R = 240.00’
PI Sta 14+73.09
D
L = 214.21’
T = 123.96’
R = 170.00’
PIs Sta 16+06.71
F
F
Ls = 100.00’
LT = 58.00’
ST = 43.36’
-LPB-
-LPD-
PI Sta 62+25.30
D
L = 696.01’
T = 348.27’
R = 7,220.00’
PI Sta 70+38.21
D
L = 929.85’
T = 465.18’
R = 11,500.00’
PIs Sta 79+84.78
F
Ls = 225.00’
LT = 150.02’
ST = 75.02’
PI Sta 82+26.72
D
L = 333.15’
T = 166.96’
R = 2,000.00’
PIs Sta 84+67.93
F
Ls = 225.00’
LT = 150.02’
ST = 75.02’
-L1A-
PI Sta 62+27.90
D
L = 701.21’
T = 350.88’
R = 7,274.00’
PI Sta 67+56.12
D
L = 355.73’
T = 177.88’
R = 11,446.00’
PIs Sta 70+43.58
F
F
Ls = 180.00’
LT = 109.61’
ST = 70.41’
PI Sta 72+30.00
D
L = 231.88’
T = 116.03’
R = 2,400.00’
PI Sta 76+79.98
D
L = 666.62’
T = 334.13’
R = 3,885.00’
PIs Sta 80+87.47
F
Ls = 225.00’
LT = 150.01’
ST = 75.01’
-L1B-
PIs Sta 14+49.75
Ls = 168.00’
LT = 112.02’
ST = 56.02’
PI Sta 16+33.05
D
L = 253.94’
T = 127.32’
R = 1,400.00’
PIs Sta 18+08.31
F
F
Ls = 100.00’
LT = 51.39’
ST = 48.64’
PI Sta 26+23.55
D
L = 1,431.01’
T = 763.88’
R = 1,652.00’
PIs Sta 33+62.71
F
Ls = 216.00’
LT = 144.03’
ST = 72.03’
-L1BRPD-
PI Sta 14+21.81
D
L = 680.10’
T = 421.81’
R = 454.64’
-Y8-
PI Sta 10+92.82
D
L = 185.64’
T = 92.82’
R = 19,056.38’
PI Sta 14+04.95
D
L = 437.10’
T = 219.31’
R = 2,139.31’
PI Sta 25+17.90
D
L = 750.55’
T = 397.06’
R = 930.00’
-Y3-
PI Sta 14+07.43
D
L = 226.84’
T = 116.82’
R = 385.00’
PI Sta 18+29.83
D
L = 303.75’
T = 158.69’
R = 425.00’
PI Sta 12+63.79
D
L = 215.56’
T = 108.40’
R = 825.00’
PI Sta 15+07.01
D
L = 242.80’
T = 122.52’
R = 735.00’
PI Sta 11+24.81
D
L = 115.58’
T = 58.35’
R = 340.00’
SE = EXIST.
RO = NA RO = NA
SE = NA
RO = NA
SE = NA
RO = NA
SE = NA
RO = NA
SE = NA
SE = EXIST.
RO = NA
SE = EXIST.
RO = NA
SE = .04
RO = SEE PLANS
SE = .04
RO = SEE PLANS
SE = EXIST.
RO = N/A
SE = EXIST.
RO = N/A
SE = EXIST.
RO = N/A
SE = EXIST.
RO = N/A
RO = NA
SE = NA
RO = NA
SE = NA
RO = NA
SE = NA
SE = .07
RO = SEE PLANS
SE = .07
RO = SEE PLANS
SE = .08
RO = SEE PLANS
SE = .08
RO = SEE PLANS RO = SEE PLANS
SE = EXIST.
SE = .08
RO = SEE PLANS
SE = EXIST.
RO = EXIST.
SE = EXIST.
RO = EXIST.
SE = EXIST.
RO = SEE PLANS
PIs Sta 13+19.84
F
Ls = 120.00’
LT = 80.00’
ST = 40.00’
PI Sta 25+32.11
D
L = 2,336.22’
T = 1,172.27’
R = 11,325.00’
-Y- (I-40)PI Sta 59+17.15
D
L = 38.54’
T = 19.27’
R = 10,500.00’SE = EXIST.
RO = EXIST.
SE = EXIST.
RO = EXIST.
-Y5- (SLATER RD.)
-Y2- (FACTORY SHOPS RD.)-Y1- (AERIAL CENTER PKWY.)
PI Sta 17+08.13
D
L = 216.03’
T = 114.23’
R = 268.80’
PI Sta 11+79.57
D
L = 158.73’
T = 79.57’
R = 888.97’
PI Sta 13+17.15
D
L = 116.57’
T = 58.43’
R = 682.81’
PI Sta 14+84.89
D
L = 218.60’
T = 109.59’
R = 1,224.70’
-Y6- (SORREL GROVE CHURCH RD.)
RO = NA
SE = NA
RO = NA
SE = NA
RO = NA
SE = NA
RO = NA
SE = NA
F
F
F
PI Sta 25+41.56
L = 339.19’
T = 177.04’
R = 479.53’
F
RO = SEE PLANS
-RPD-
PIs Sta 10+90.00
F
Ls = 135.00’
LT = 90.00’
ST = 45.00’
PI Sta 12+86.19
D
L = 302.27’
T = 151.19’
R = 4,700.00’
PIs Sta 14+85.08
F
F
Ls = 81.00’
LT = 47.81’
ST = 33.20’
PI Sta 16+18.80
D
L = 200.71’
T = 100.53’
R = 1,400.00’
PIs Sta 18+25.98
F
F
Ls = 192.00’
LT = 107.01’
ST = 85.66’
PI Sta 19+57.82
D
L = 93.54’
T = 46.84’
R = 700.00’
PIs Sta 20+68.63
F
Ls = 192.00’
LT = 128.13’
ST = 64.11’
PIs Sta 23+08.70
F
Ls = 168.00’
LT = 112.18’
ST = 56.16’
D
SE = .08
RO = SEE PLANS
SE = .08SE = EXIST.
RO = EXIST.
SE = EXIST.
RO = EXIST.
PI Sta 22+07.22
D
L = 586.03’
T = 1,047.22’
R = 214.00’
PI Sta 18+44.51
D
L = 343.32’
T = 181.17’
R = 435.00’
PI Sta 31+83.24
D
L = 601.79’
T = 311.85’
R = 930.00’SE = .04
RO = SEE PLANS
SE = .08
RO = SEE PLANS
SE = .08
RO = SEE PLANS
PIs Sta 70+53.05
F
Ls = 150.00’
LT = 100.00’
ST = 50.00’
NAD 83 N
A 2011
100’
PR
OP. R/W
R/W 60’
PROP.
100’
PR
OP. R/W
R/W 60’
PROP.
CHURCH RD. (SR 1789)
PLEASANT GROVE
(SR 3015)
AIR
PO
RT
BL
VD.
(SR 3015)
AIR
PO
RT
BL
VD.
(SR 3015)
AIR
PO
RT
BL
VD.
(SR 1640)
SLATER RD.
VAR. 17.5’ TO 30’
TO
RD
U
TO RALEIGHTO DURHAM
PA
RK
WA
Y
TO
AVIA
TIO
N
GRADEPOINT
0.02 0.02
6’12’ 12’ 12’6’ 15’ 12’ 12’15’
SW
2-BAR Metal2-BAR Metal
5’-6"5’-6"
CL -L- (AIRPORT BLVD.)
SWFUTURE
PROJECT I-5506INSTALLED UNDER TIP TIE TO AUXILIARY LANE
-Y7- STA. 14+00.00
BEGIN CONSTRUCTION
-Y4- STA. 11+27.00
END CONSTRUCTION
-Y1- STA. 11+89.00
END CONSTRUCTION
-Y2- STA. 18+24.37
BEGIN CONSTRUCTION
-Y3- STA. 21+20.83
BEGIN CONSTRUCTION
-Y8- STA. 13+00.00
BEGIN CONSTRUCTION
-Y- STA. 42+30.00
BEGIN CONSTRUCTION
-Y- STA. 130+25.00
END CONSTRUCTION
FACTORY SHOP RD.
MALL ENTRANCE
HOTEL ENTRANCE
AERIAL CEN
TER PK
WY.
AIR
GATE D
R.
STIRRUP CREEK
STIRRUP CREEK
BRIER CREEK
BRIE
R
CR
EE
K
BRIE
R
CR
EE
K
UT
TO
BRIE
R
CR
EE
K
UT
TO
BRIE
R
CR
EE
K
INTERSTATE
40
INTERSTATE
40
(14’-0" W/GR)
10’-0"
2’-0"
0.020.020.02
2:1 M
AX
0.020.02 0.02
3:1 MAX
4’-0"
LANEBIKE 12’-0" TO 15’-0"
VARIABLE12’-0" TO 15’-0"
VARIABLE12’-0" TO 15’-0"
VARIABLE
(14’-0" W/GR)
10’-0"
2’-0"
2:1 MAX
3:1 M
AX
4’-0"
LANEBIKE12’-0" TO 15’-0"
VARIABLE12’-0" TO 15’-0"
VARIABLE
5’-0"SW
1’-0"5’-0"SW
1’-0" GRADE
POINT
CL -L- (AIRPORT BLVD.)
ORIGINAL GROUND
2040 ADT
2470037500
200300
100200
400500
2280034700
28003900
10001200
39005100
2014 ADT
AIRPORT BLVD.-L- (SR 3015)
SLATER RD.SR 1641 DRIVEWAY
STEAKHOUSETEXAS
2040 ADT
2470037600
40006000
62009400
3060046500
16002400
53007900
2014 ADT
AIRPORT BLVD.-L- (SR 3015)
RAMP C RAMP D
780011800
2040 ADT
2010030600
17002500
6800
8500
2470037600
43006400
38005700
8100
2014 ADT
RAMP B
12100
10200
12700
AIRPORT BLVD.-L- (SR 3015)
RAMP A
2040 ADT
3060046500
39005800
16002200
60008300
2470037500
42006200
600800
53007300
2014 ADT
AIRPORT BLVD.-L- (SR 3015)
SHOPS RD.FACTORY
PKWY.CENTERAERIAL
2040 ADT
1580025200
2010030600
14002100
57007500
71009600
2014 ADT
AIRPORT BLVD.-L- (SR 3015)
GROVE RD.PLEASANTSR 1789
-L- STA. 30+75.00
BEGIN NCDOT TIP PROJECT I-5700
-L1A- STA. 75+02.88
END NCDOT TIP PROJECT I-5700
AB
C D
PI Sta 25+57.89
D
L = 1,896.03’
T = 992.03’
R = 2,610.00’
PI Sta 53+65.99
D
L = 30.92’
T = 15.46’
R = 10,500.00’
PI Sta 59+17.15
D
L = 38.54’
T = 19.27’
R = 10,500.00’
PIs Sta 70+53.05
F
Ls = 150.00’
LT = 100.00’
ST = 50.00’
PI Sta 75+75.96
D
L = 941.20’
T = 472.92’
R = 3,885.00’
PIs Sta 80+94.25
F
Ls = 150.00’
LT = 100.00’
ST = 50.00’
-L-
SE = EXIST.
RO = NA
SE = EXIST.
RO = NA
SE = EXIST.
RO = NA
SE = EXIST.
RO = NA
PIs Sta 11+26.02
Ls = 189.00’
LT = 126.02’
ST = 63.02’
PI Sta 15+62.47
D
L = 736.71’
T = 373.47’
R = 1,820.00’
PIs Sta 19+88.72
F
Ls = 189.00’
LT = 126.02’
ST = 63.02’
-RPA-
PIs Sta 11+44.06
Ls = 216.00’
LT = 144.06’
ST = 72.06’
PI Sta 15+16.13
D
L = 588.20’
T = 300.13’
R = 1,200.00’
PIs Sta 18+76.26
F
Ls = 216.00’
LT = 144.06’
ST = 72.06’
PIs Sta 21+32.41
F
Ls = 168.00’
LT = 112.21’
ST = 56.19’
PI Sta 23+47.10
D
L = 305.24’
T = 158.90’
R = 445.00’
PIs Sta 25+49.63
F
Ls = 168.00’
LT = 112.21’
ST = 56.19’
-RPB-
-RPC-PIs Sta 12+56.15
Ls = 216.00’
LT = 144.04’
ST = 72.03’
PI Sta 14+21.50
D
L = 186.55’
T = 93.38’
R = 1,575.00’
PIs Sta 15+70.14
F
F
Ls = 100.00’
LT = 55.48’
ST = 44.60’
PI Sta 16+92.92
D
L = 156.00’
T = 78.25’
R = 800.00’
PIs Sta 18+34.76
F
Ls = 192.00’
LT = 128.10’
ST = 64.09’
PIs Sta 20+74.90
F
Ls = 168.00’
LT = 112.23’
ST = 56.21’
PI Sta 22+00.75
D
L = 138.94’
T = 70.08’
R = 428.99’
PIs Sta 18+00.08
F
Ls = 160.00’
LT = 107.46’
ST = 54.05’
PIs Sta 11+07.46
F
Ls = 160.00’
LT = 107.46’
ST = 54.05’
PIs Sta 12+04.25
F
Ls = 300.00’
LT = 204.25’
ST = 103.88’
PI Sta 13+24.65
D
L = 49.13’
T = 24.65’
R = 240.00’
PI Sta 14+73.09
D
L = 214.21’
T = 123.96’
R = 170.00’
PIs Sta 16+06.71
F
F
Ls = 100.00’
LT = 58.00’
ST = 43.36’
-LPB-
-LPD-
PI Sta 62+25.30
D
L = 696.01’
T = 348.27’
R = 7,220.00’
PI Sta 70+38.21
D
L = 929.85’
T = 465.18’
R = 11,500.00’
PIs Sta 79+84.78
F
Ls = 225.00’
LT = 150.02’
ST = 75.02’
PI Sta 82+26.72
D
L = 333.15’
T = 166.96’
R = 2,000.00’
PIs Sta 84+67.93
F
Ls = 225.00’
LT = 150.02’
ST = 75.02’
-L1A-
PI Sta 62+27.90
D
L = 701.21’
T = 350.88’
R = 7,274.00’
PI Sta 67+56.12
D
L = 355.73’
T = 177.88’
R = 11,446.00’
PIs Sta 70+43.58
F
F
Ls = 180.00’
LT = 109.61’
ST = 70.41’
PI Sta 72+30.00
D
L = 231.88’
T = 116.03’
R = 2,400.00’
PI Sta 76+79.98
D
L = 666.62’
T = 334.13’
R = 3,885.00’
PIs Sta 80+87.47
F
Ls = 225.00’
LT = 150.01’
ST = 75.01’
-L1B-
PIs Sta 14+49.75
Ls = 168.00’
LT = 112.02’
ST = 56.02’
PI Sta 16+33.05
D
L = 253.94’
T = 127.32’
R = 1,400.00’
PIs Sta 18+08.31
F
F
Ls = 100.00’
LT = 51.39’
ST = 48.64’
PI Sta 26+23.55
D
L = 1,431.01’
T = 763.88’
R = 1,652.00’
PIs Sta 33+62.71
F
Ls = 216.00’
LT = 144.03’
ST = 72.03’
-L1BRPD-
PI Sta 14+21.81
D
L = 680.10’
T = 421.81’
R = 454.64’
-Y8-
PI Sta 10+92.82
D
L = 185.64’
T = 92.82’
R = 19,056.38’
PI Sta 14+04.95
D
L = 437.10’
T = 219.31’
R = 2,139.31’
PI Sta 25+17.90
D
L = 750.55’
T = 397.06’
R = 930.00’
-Y3-
PI Sta 14+07.43
D
L = 226.84’
T = 116.82’
R = 385.00’
PI Sta 18+29.83
D
L = 303.75’
T = 158.69’
R = 425.00’
PI Sta 12+63.79
D
L = 215.56’
T = 108.40’
R = 825.00’
PI Sta 15+07.01
D
L = 242.80’
T = 122.52’
R = 735.00’
PI Sta 11+24.81
D
L = 115.58’
T = 58.35’
R = 340.00’
SE = EXIST.
RO = NA RO = NA
SE = NA
RO = NA
SE = NA
RO = NA
SE = NA
RO = NA
SE = NA
SE = EXIST.
RO = NA
SE = EXIST.
RO = NA
SE = .04
RO = SEE PLANS
SE = .04
RO = SEE PLANS
SE = EXIST.
RO = N/A
SE = EXIST.
RO = N/A
SE = EXIST.
RO = N/A
SE = EXIST.
RO = N/A
RO = NA
SE = NA
RO = NA
SE = NA
RO = NA
SE = NA
SE = .07
RO = SEE PLANS
SE = .07
RO = SEE PLANS
SE = .08
RO = SEE PLANS
SE = .08
RO = SEE PLANS RO = SEE PLANS
SE = EXIST.
SE = .08
RO = SEE PLANS
SE = EXIST.
RO = EXIST.
SE = EXIST.
RO = EXIST.
SE = EXIST.
RO = SEE PLANS
PIs Sta 13+19.84
F
Ls = 120.00’
LT = 80.00’
ST = 40.00’
PI Sta 25+32.11
D
L = 2,336.22’
T = 1,172.27’
R = 11,325.00’
-Y- (I-40)PI Sta 59+17.15
D
L = 38.54’
T = 19.27’
R = 10,500.00’SE = EXIST.
RO = EXIST.
SE = EXIST.
RO = EXIST.
-Y5- (SLATER RD.)
-Y2- (FACTORY SHOPS RD.)-Y1- (AERIAL CENTER PKWY.)
PI Sta 17+08.13
D
L = 216.03’
T = 114.23’
R = 268.80’
PI Sta 11+79.57
D
L = 158.73’
T = 79.57’
R = 888.97’
PI Sta 13+17.15
D
L = 116.57’
T = 58.43’
R = 682.81’
PI Sta 14+84.89
D
L = 218.60’
T = 109.59’
R = 1,224.70’
-Y6- (SORREL GROVE CHURCH RD.)
RO = NA
SE = NA
RO = NA
SE = NA
RO = NA
SE = NA
RO = NA
SE = NA
F
F
F
PI Sta 25+41.56
L = 339.19’
T = 177.04’
R = 479.53’
F
RO = SEE PLANS
-RPD-
PIs Sta 10+90.00
F
Ls = 135.00’
LT = 90.00’
ST = 45.00’
PI Sta 12+86.19
D
L = 302.27’
T = 151.19’
R = 4,700.00’
PIs Sta 14+85.08
F
F
Ls = 81.00’
LT = 47.81’
ST = 33.20’
PI Sta 16+18.80
D
L = 200.71’
T = 100.53’
R = 1,400.00’
PIs Sta 18+25.98
F
F
Ls = 192.00’
LT = 107.01’
ST = 85.66’
PI Sta 19+57.82
D
L = 93.54’
T = 46.84’
R = 700.00’
PIs Sta 20+68.63
F
Ls = 192.00’
LT = 128.13’
ST = 64.11’
PIs Sta 23+08.70
F
Ls = 168.00’
LT = 112.18’
ST = 56.16’
D
SE = .08
RO = SEE PLANS
SE = .08SE = EXIST.
RO = EXIST.
SE = EXIST.
RO = EXIST.
PI Sta 22+07.22
D
L = 586.03’
T = 1,047.22’
R = 214.00’
PI Sta 18+44.51
D
L = 343.32’
T = 181.17’
R = 435.00’
PI Sta 31+83.24
D
L = 601.79’
T = 311.85’
R = 930.00’SE = .04
RO = SEE PLANS
SE = .08
RO = SEE PLANS
SE = .08
RO = SEE PLANS
PIs Sta 70+53.05
F
Ls = 150.00’
LT = 100.00’
ST = 50.00’
NAD 83 N
A 2011
100’
PR
OP. R/W
R/W 60’
PROP.
100’
PR
OP. R/W
R/W 60’
PROP.
CHURCH RD. (SR 1789)
PLEASANT GROVE
(SR 3015)
AIR
PO
RT
BL
VD.
(SR 3015)
AIR
PO
RT
BL
VD.
(SR 3015)
AIR
PO
RT
BL
VD.
(SR 1640)
SLATER RD.
VAR. 17.5’ TO 30’
TO
RD
U
TO RALEIGHTO DURHAM
PA
RK
WA
Y
TO
AVIA
TIO
N
GRADEPOINT
0.02 0.02
6’12’ 12’ 12’6’ 15’ 12’ 12’15’
SW
2-BAR Metal2-BAR Metal
5’-6"5’-6"
CL -L- (AIRPORT BLVD.)
SWFUTURE
PROJECT I-5506INSTALLED UNDER TIP TIE TO AUXILIARY LANE
MATCHLINE -L- STATION 39+00.00
MATCHLINE -L- STATION 39+00.00
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