LEGEND - NCDOT · 2019-01-02 · john m partnership ttnl properties preservation trust classical...
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H B H B H B H B H B H B H B H B H B H B H B H B H B H B H B H B H B H B F F F F F F F C C C F C C F F F F F F F F C F 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 C C F C F C C C C C F F F F F F F F F F C F C C C C C F F F C F C F PROJECT U-5848 ORANGE COUNTY ORANGE GROVE ROAD EXTENSION HILLSBOROUGH, NC PUBLIC MEETING MAP LEGEND ALTERNATIVE 4 PROPERTY LINES PROPOSED ROADWAY EXISTING BUILDING NATIONAL REGISTER BOUNDARY EXISTING ROADWAY RESURFACED EXISTING ROADWAY TO BE PROPOSED RIGHT OF WAY RAILROAD RIGHT OF WAY EXISTING RIGHT OF WAY EXISTING TRACK ALIGNMENT SIGNAL TRAFFIC EXISTING EXISTING STREAM TEMPORARY EASEMENTS POTENTIAL TRACK ALIGNMENT AND CURB & GUTTER PROPOSED STRUCTURES, ISLANDS, FUTURE STIP PROJECT ROADWAY TYPICAL SECTION C L ORANGE GROVE ROAD EXTENSION EXISTING STRUCTURE EXISTING ROADWAY TO BE REMOVED J ANUA RY 2019 A LTE RNA T I V E 4 ORANGE GROV E ROAD E XTE NS I ON H I LL S B OROUGH , NC ORANGE C OUNT Y P ROJ E C T U - 5848 P U B L I C M EET I NG M A P J ANUA RY 2019 A LTE RNA T I V E 4 ORANGE GROV E ROAD E XTE NS I ON H I LL S B OROUGH , NC ORANGE C OUNT Y P ROJ E C T U - 5848 P U B L I C M EET I NG M A P UTILITY INFORMATION ALSO BE DETERMINED DURING FINAL DESIGN USING FINAL SURVEYS. USING FINAL GROUND SURVEYS. FINAL DRIVEWAY LOCATIONS WILL DESIGNERS WILL ATTEMPT TO MINIMIZE IMPACTS WHERE FEASIBLE PRELIMINARY GROUND SURVEYS. DURING THE FINAL DESIGN STAGE, HEARING MAP ARE BASED OFF OF PRELIMINARY DESIGNS AND LIMITS OF CONSTRUCTION AND THEIR IMPACTS SHOWN ON THIS IMPACTS AND DRIVEWAY TIES ARE PRELIMINARY AND ARE SUBJECT TO CHANGE THE DESIGNS SHOWN ON THESE MAPS, INCLUDING UTILITY EASEMENTS, LOCATIONS OF MAJOR EXISTING AND POTENTIAL UTILITY EASEMENTS. THE UTILITY INFORMATION SHOWN ON THESE MAPS IS LIMITED TO UTILITIES ARE NOT SHOWN ON THESE MAPS OR ON OTHER DISPLAYS. TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION 0' (ENGLISH) 100' 50' 100' 200' INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DESIGN DATA DESIGN SPEED = 40 MPH MAX SUPERELEVATION = 0.04 FUNCTIONAL CLASS = MAJOR COLLECTOR -L- SR 1006 (ORANGE GROVE RD) DESIGN SPEED = 30 MPH MAX SUPERELEVATION = 0.04 MAX SUPERELEVATION = 0.04 DESIGN SPEED = 25 MPH -Y5- SR 1009 (US 70A) -Y6- (MORELANDA DR) FUNCTIONAL CLASS = LOCAL DUAL =2% TTST = 1% DIR = 55% DHV = 9% DUAL = 2% TTST = 1% DIR = 60% DHV = 8% 6400 400 1100 400 3600 DUAL = 2% TTST = 1% DIR = 65% DHV = 8% (SR 1006) EXTENSION ORANGE GROVE RD -L- (SR 1006) ORANGE GROVE RD -L- S. CHURTON ST -Y1- S. CHURTON ST -Y1- DUAL = 2% TTST = 1% DIR = 65% DHV = 12% 9900 800 7000 4400 15700 2040 ADT 2019 ADT 15600 1000 1400 23600 17200 3000 FUNCTIONAL CLASS = MAJOR COLLECTOR INSET FOR BRIDGE OPTIONS OPTION A (SHOWN) OPTION B OPTION C JANUARY 2019 TO A MUNICIPAL AGREEMENT WITH TOWN OF HILLSBOROUGH ***SIDEWALK ACCOMMODATIONS SHOWN ARE PRELIMINARY AND SUBJECT HB PI Sta 16+71.58 D L = 613.97' T = 307.41' R = 4,770.00' PI Sta 46+56.59 D L = 736.22' T = 385.69' R = 1,000.00' PI Sta 12+22.56 D L = 335.25' T = 181.74' R = 350.00' PI Sta 10+35.89 D L = 71.53' T = 35.89' R = 350.00' PI Sta 10+84.52 D L = 84.42' T = 44.04' R = 120.00' -L- ALT 4 PI Sta 34+50.74 D L = 716.08' T = 384.03' R = 800.00' -Y5- -Y6- -L- PT Sta. 37+82.80 -Y5- POT Sta. 16+33.78 -Y5- PC Sta. 10+40.83 -L- PT Sta. 50+07.12 -Y6- PC Sta. 10+00.00 -L- POT Sta. 53+27.45 -Y5- POT Sta. 10+00.00 -L- PC Sta. 30+66.71 -L- PT Sta. 19+78.14 -L- PC Sta. 13+64.17 -L- POT Sta. 10+00.00 -L- PC Sta. 42+70.90 -Y6- POT Sta. 12+00.78 -Y6- PT Sta. 10+71.53 -Y5- PT Sta. 13+76.07 -DW1- PC Sta. 10+40.48 -DW1- PT Sta. 11+24.90 -DW1- POT Sta. 13+44.36 -DW1- POT Sta. 10+00.00 -DW1- -Y5- PT Sta. 14+50.00 FUTURE TRACK (DASHED) CS -L- Sta. 2120+88.74 ST -L- Sta. 2124+29.74 TS -L- Sta. 2100+63.86 SC -L- Sta. 2104+04.86 COLLINS RIDGE LANDCO LLC TOWN OF HILLSBOROUGH SPORTS ENDEAVORS INC SPORTS ENDEAVORS INC PARTNERSHIP TTNL PROPERTIES PARTNERSHIP TTNL PROPERTIES ALEXANDRIA C MARSH BOYCHER ELIZABETH KENNETH AND ROBERTS GRACE M ROBERTS JOHN M PARTNERSHIP TTNL PROPERTIES PRESERVATION TRUST CLASSICAL AMERICAN HOMES VAN LEAR SUSAN MARY ROMAN REBILA S TRANSPORTATION DEPARTMENT OF NORTH CAROLINA COLLINS RIDGE LANDCO LLC COLLINS RIDGE LANDCO LLC ASSOCIATION HOMEOWNERS BECKETTS RIDGE TOWN OF HILLSBOROUGH DOUGLAS AND KIMBERLY ROBINS ORANGE COUNTY ORANGE COUNTY S EE I N S ET MA T C H L I N E - L - R A I L - M A T C H L I N E - L - R A I L - O R ANG E O R ANG E G R OV E R D E X TE N S I ON OR ANGE GR OV E R D E X TE N S I ON VA LLE Y F O RG E RD PART OF RAILROAD REALIGNMENT PROJECT MOBILE HOMES RECENTLY RELOCATED AS P R O J E C T U- 5845 F UT UR E T I P OVER RAIL OPTIONS SEE INSET FOR BRIDGE 15 20 25 30 3 5 40 45 50 T O HI LL S B O R OUGH T O C H A P E L H I L L T O C A RRB O R O U-5848 -L- Sta. 10+17.58 BEGIN PROJECT U-5848 -L- Sta. 51+00.00 END PROJECT S R 1006 G R OV E R D S R1879 E L I Z A B ET H BRADY RD T S - L - S t a . 2142 + 54 . 67 S C - L - S t a . 2 145 + 95 . 67 P O C - L - S t a . 21 4 8 + 00 . 0 0 S T - L - S t a . 2135 + 54 . 28 C S - L - S t a . 2132 + 13 . 28 S C - L - S t a . 2129 + 90 . 74 T S - L - S t a . 21 2 6 + 49 . 7 4 = - Y 1 - S t a . 2138 + 45 . 74 - L - S t a . 2 138 + 45 . 74 P I N O . 10 R H T O = - Y 1 - S t a . 2138 + 76 . 99 - L - S t a . 2138 + 76 . 99 PS N O . 10 R H T O VA LLE Y F O R G E R D NA T I ONA L R E G I S TE R B OUNDA R Y NA T I ONA L R E G I S T E R B OUNDA R Y U S H W Y 70 A M O REL ANDA DR U S H W Y 70 A N C 86 U S H W Y 70 A E X CHANG E P A RK L N T US CA RO RA DR BOARD OFFICE ORANGE COUNTY ABC C A TE S CR E E K ELECTRONICS CO. WILMORE SELF STORAGE HILLSBOROUGH NO R F O L K S OU T H E R N RR S R1009 S CHURT ON S T S R1009 S CHURT O N S T S R 1705 T U S C A R O R A D R S R 1009 S C HU R T ON S T BOONE SQUARE HILLSBOROUGH DUKE PRIMARY CARE HILLSBOROUGH DUKE PRIMARY CARE AUTOMOTIVE RANDY GILMORE BUSINESS CENTER COLONIAL QUICKIE MART GRAVELY YE OLDE AUTO HILLSBOROUGH FIRST CITIZENS BANK AMTRAK STATION FUTURE HILLSBOROUGH QUALITY CARS CBS DEVELOPMENT COLLINS RIDGE PROPOSED OFFICE PARK SPORTS ENDEAVORS NO R F O L K S O UT HE R N RR I- 85 N B I- 85 S B SOURCE FIRST BUILDERS 32 ' 11 ' 11 ' 11 ' 11 ' 11 ' 11 ' 11 ' 32 '
Transcript of LEGEND - NCDOT · 2019-01-02 · john m partnership ttnl properties preservation trust classical...
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PROJECT U-5848
ORANGE COUNTY
ORANGE GROVE ROAD EXTENSION
HILLSBOROUGH, NC
PUBLIC MEETING MAP
LEGEND
ALTERNATIVE 4
PROPERTY LINES
PROPOSED ROADWAY
EXISTING BUILDING
NATIONAL REGISTER BOUNDARY
EXISTING ROADWAY
RESURFACEDEXISTING ROADWAY TO BE
PROPOSED RIGHT OF WAY
RAILROAD RIGHT OF WAY
EXISTING RIGHT OF WAY
EXISTING TRACK ALIGNMENT
SIGNALTRAFFIC EXISTING
EXISTING STREAM
TEMPORARY EASEMENTS
POTENTIAL TRACK ALIGNMENT
AND CURB & GUTTER
PROPOSED STRUCTURES, ISLANDS,
FUTURE STIP PROJECT
ROADWAY TYPICAL SECTION
CL ORANGE GROVE ROAD EXTENSION EXISTING STRUCTURE
EXISTING ROADWAY TO BE REMOVED
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UTILITY INFORMATION
ALSO BE DETERMINED DURING FINAL DESIGN USING FINAL SURVEYS.USING FINAL GROUND SURVEYS. FINAL DRIVEWAY LOCATIONS WILL DESIGNERS WILL ATTEMPT TO MINIMIZE IMPACTS WHERE FEASIBLE PRELIMINARY GROUND SURVEYS. DURING THE FINAL DESIGN STAGE, HEARING MAP ARE BASED OFF OF PRELIMINARY DESIGNS AND LIMITS OF CONSTRUCTION AND THEIR IMPACTS SHOWN ON THIS
IMPACTS AND DRIVEWAY TIES
ARE PRELIMINARY AND ARE SUBJECT TO CHANGETHE DESIGNS SHOWN ON THESE MAPS, INCLUDING UTILITY EASEMENTS,LOCATIONS OF MAJOR EXISTING AND POTENTIAL UTILITY EASEMENTS. THE UTILITY INFORMATION SHOWN ON THESE MAPS IS LIMITED TOUTILITIES ARE NOT SHOWN ON THESE MAPS OR ON OTHER DISPLAYS.TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
0'
(ENGLISH)
100'
50'
100' 200'
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DESIGN DATA
DESIGN SPEED = 40 MPH
MAX SUPERELEVATION = 0.04
FUNCTIONAL CLASS = MAJOR COLLECTOR
-L- SR 1006 (ORANGE GROVE RD)
DESIGN SPEED = 30 MPH
MAX SUPERELEVATION = 0.04
MAX SUPERELEVATION = 0.04
DESIGN SPEED = 25 MPH
-Y5- SR 1009 (US 70A)
-Y6- (MORELANDA DR)
FUNCTIONAL CLASS = LOCAL
DUAL =2%
TTST = 1%
DIR = 55%
DHV = 9%
DUAL = 2%
TTST = 1%
DIR = 60%
DHV = 8%
6400
400
1100
400
3600
DUAL = 2%
TTST = 1%
DIR = 65%
DHV = 8%(SR 1006)
EXTENSION
ORANGE GROVE RD
-L-
(SR 1006)
ORANGE GROVE RD
-L-
S. CHURTON ST
-Y1-
S. CHURTON ST
-Y1-
DUAL = 2%
TTST = 1%
DIR = 65%
DHV = 12%
9900
800
7000
4400
15700
2040 ADT
2019 ADT
15600
1000
1400
23600
17200
3000
FUNCTIONAL CLASS = MAJOR COLLECTOR
INSET FOR BRIDGE OPTIONS
OPTION A (SHOWN)
OPTION B
OPTION C
JANUARY 2019
TO A MUNICIPAL AGREEMENT WITH TOWN OF HILLSBOROUGH***SIDEWALK ACCOMMODATIONS SHOWN ARE PRELIMINARY AND SUBJECT
HB
PI Sta 16+71.58
D
L = 613.97'
T = 307.41'
R = 4,770.00'
PI Sta 46+56.59
D
L = 736.22'
T = 385.69'
R = 1,000.00'
PI Sta 12+22.56
D
L = 335.25'
T = 181.74'
R = 350.00'
PI Sta 10+35.89
D
L = 71.53'
T = 35.89'
R = 350.00'
PI Sta 10+84.52
D
L = 84.42'
T = 44.04'
R = 120.00'
-L- ALT 4
PI Sta 34+50.74
D
L = 716.08'
T = 384.03'
R = 800.00'
-Y5- -Y6-
-L- PT Sta. 37+82.80
-Y5- POT Sta. 16+33.78
-Y5- PC Sta. 10+40.83
-L- PT Sta. 50+07.12
-Y6- PC Sta. 10+00.00
-L- POT Sta. 53+27.45
-Y5- POT Sta. 10+00.00
-L- PC Sta. 30+66.71
-L- PT Sta. 19+78.14
-L- PC Sta. 13+64.17
-L- POT Sta. 10+00.00
-L- PC Sta. 42+70.90
-Y6- POT Sta. 12+00.78
-Y6- PT Sta. 10+71.53
-Y5- PT Sta. 13+76.07
-DW1- PC Sta. 10+40.48
-DW1- PT Sta. 11+24.90
-DW1- POT Sta. 13+44.36
-DW1- POT Sta. 10+00.00
-DW1-
-Y5- PT Sta. 14+50.00
FUTURE TRACK (DASHED)
CS -L- Sta. 2120+88.74
ST -L- Sta. 2124+29.74
TS -L- Sta. 2100+63.86
SC -L- Sta. 2104+04.86
COLLINS RIDGE LANDCO LLC
TOWN OF HILLSBOROUGH
SPORTS ENDEAVORS INC
SPORTS ENDEAVORS INC
PARTNERSHIP
TTNL PROPERTIES
PARTNERSHIP
TTNL PROPERTIES
ALEXANDRIA C MARSH
BOYCHER
ELIZABETH
KENNETH AND
ROBERTS
GRACE M
ROBERTS
JOHN M
PARTNERSHIP
TTNL PROPERTIES
PRESERVATION TRUST
CLASSICAL AMERICAN HOMES
VAN LEAR
SUSAN
MARY
ROMAN
REBILA S
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
COLLINS RIDGE LANDCO LLC
COLLINS RIDGE LANDCO LLC
ASSOCIATION
HOMEOWNERS
BECKETTS RIDGE
TOWN OF HILLSBOROUGH
DOUGLAS AND KIMBERLY ROBINS
ORANGE COUNTY
ORANGE COUNTY
SEE INSET
MATCH LIN
E -L-R
AIL-
MATCH LINE -L-R
AIL-
ORANGE
ORANGE GROVE RDEXTENSION
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PART OF RAILROAD REALIGNMENT PROJECT
MOBILE HOMES RECENTLY RELOCATED AS
PR
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CT U-5845
FU
TU
RE TIP
OVER RAIL OPTIONS
SEE INSET FOR BRIDGE
15
20 2
5
30 3
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45
50
TO
HIL
LSB
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TO CHAPEL HILL
TO
CA
RRB
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U-5848 -L- Sta. 10+17.58
BEGIN PROJECT
U-5848 -L- Sta. 51+00.00
END PROJECT
SR1006GROVE R
D
SR1879
ELIZ
AB
ET
H B
RA
DY R
D
TS -
L- Sta.
2142+
54.67
SC -L-
Sta. 2
145+9
5.67
POC -L-
Sta. 2148
+00.00
ST -L-
Sta. 21
35+5
4.28
CS -L- St
a. 2132
+13.28
SC -L- S
ta. 2129+9
0.74
TS -L- Sta.
2126+49.74
= -Y1-
Sta.
2138+
45.74
-L-
Sta. 2
138+4
5.74
PI NO. 1
0 RH
TO
= -Y1-
Sta.
2138+
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-L-
Sta. 2
138+7
6.99
PS NO. 1
0 RH
TO
VALLEY
FORG
E RD
NATIONAL REGISTER BOUNDARY
NATIONAL REGISTER
BOUNDARY
US H
WY 70A
MO
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A D
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US HWY 70A
NC 86
US HWY 70A
EX
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TU
SC
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BOARD OFFICEORANGE COUNTY ABC
CATES C
REEK
ELECTRONICS CO.WILMORE
SELF STORAGEHILLSBOROUGH
NORFO
LK SOUTHERN RR
SR1009
S C
HU
RT
ON S
T
SR1009
S C
HU
RT
ON S
T
SR1705
TUSCARORA DR
SR1009
S C
HU
RT
ON S
T
BOONE SQUARE
HILLSBOROUGHDUKE PRIMARY CARE
HILLSBOROUGHDUKE PRIMARY CARE
AUTOMOTIVERANDY GILMORE
BUSINESS CENTERCOLONIAL
QUICKIE MART
GRAVELYYE OLDE
AUTOHILLSBOROUGH
FIRST CITIZENSBANK AMTRAK STATION
FUTURE HILLSBOROUGH
QUALITY CARSCBS
DEVELOPMENTCOLLINS RIDGE
PROPOSED
OFFICE PARK
SPORTS ENDEAVORS
NO
RFO
LK SO
UTH
ERN
RR
I-85 NB
I-85 SB
SOURCEFIRST
BUILDERS
32'
11'
11'11'
11'
11'
11'
11'32'
