Post on 23-Oct-2020
transcript
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T
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v
EDINB
URGH S D
R
30' B
ST
EDINBURGH S DR 30' BST
EDIN
BURGH S DR 30' B
ST
S
20' B
ST
BST
BST
BST
1SBKBUS
GAS
CAPS
32'
BS
T
CONC BST
BST BST
MT
LB
US
48" CHL
48" CHL
BST
BST
MTLMTL
MTL
MTL
MTLMTL
48" CHL48" CHL48" CHL
96" WD96" WD
96"
WD
96"
WD
96"
WD
SWIFT CREEK
SWIFT CREEK
2S
BK
D
2SBKD
2S
BK
D
CO
NC
CONC
G
48" CHL
2SBKD2SBKD
2SBKD
CO
NC
26'
CO
NC
2SBKD
2SBKD
2SBKD
CONC
CO
NC
S
2SBKD2SBKD
2SBKD
CONC
CONC
2SBKD
CONC
PO
OL
48"C
HL
48"CHL
48"C
HL
48"C
HL
2SFD
2SBKD
2SBKD
2SBKD
CO
NC
CONC
ST
ON
E
5' CONC
2SFD
33" B
LK
WA
LL
WALL
ROCK
5' C
ON
C
5' C
ON
C
5' C
ON
C
7' CONC
S
9' C
ON
C
GOLF
COUR
SE
S
GR
6' STONE/BLK WALL
2SBKTH
12' CONC
12' C
ON
C
S
WALL
BK
2SBK
D
S
WALL
6' ROCK
WALL
6' ROCK
S
GR
U/C
U/C
18' B
ST
17' CONC17' CONC
18' BST
9' BK WALL
17' C
ON
C
17' C
ON
C
17' C
ON
C
17' C
ON
C
2SFTH2SFTH
2SFTH
72" BK WALL
48" CHL48" CHL
48" CHL
48" CHL
MTL
MTL
MTL
MTL
MT
L
CULV
ERTSCO
NC B
OX(2) 10'
X9'
CONC HW
CONC HW
CONC HW
MTL
CULV
ERTSCO
NC B
OX(2) 10'
X9'
MTL
MTL
MTL
MTL
MTL
MTL
MTL
MTL
MTL
MTL
MTL
MTL
MTL
MTL
MTL
MTL
MTL
MTL
CO
NC
CO
NC
19' C
ONC
WAL
L
19' C
ONC
WALL
19' CO
NC W
ALL
12'
CO
NC
WA
LL
19'
CO
NC
WALL
CA
BLE
CA
BLE
CA
BLE
CA
BLE
CA
BLE
CA
BLE
CA
BLE
CA
BLE
CA
BLE
CA
BLE
CA
BLE
CA
BLE
CA
BLE
CA
BLE
CULV
ERTSCO
NC B
OX(3) 10'
X8'
CONC HW
CONC HW
MTL
MTL
MTL
MTL
MTL
SWIFT CREEK
SWIFT CREEK
48"
CHL
48"
CHL
48" C
HL
48"
CHL
48"
CHL
RIP RAP
48" CHL
48" CHL
MTL
MTL
MTL
MTL
2S
CO
NC
PA
RKIN
G
6SMTLB
US
POLES
FLAG
BST
5' C
ONC
25' BST
BS
T
BS
T
36"
WD
36" WD
36" WD
2SBKBUS
GRE
GSON DR 34' B
ST50" CONC
8' BST
CONC
CONC
1SB
KB
US
CO
NC
BOX
CULV
ERT12.5'X6' C
ONC
S
S5' CONC
60" CONC
8' B
ST
24' B
ST
25' B
ST
24' BST
GR
EGS
ON
DR 34' B
ST
BST
BST
BS
T
BST
BST
BS
T
3SBKBUS
CONC
CONC
S2BKBUS
BST
BST
48" CHL 48" CHL
S
48" CHL
48" CHL
2SBKBUS
2SBKBUS
BST
BST
BST
24'
BS
T
CONC
CONC
CONC
CONC
CONC
2SBKBUS
BST
BST
BST
BST
8' BST
8' BST
8' BST
BST
BST
BST
BST
BST
TRIBUTARY OF SWIFT CREEK
TRIBUTARY OF SWIFT CREEK
EDIN
BUR
G S DR 30' B
ST
48" CHL48" CHL
MTLMTL
BST
BST
BS
T BS
T
3SBKBUS
WD
WALL
CONC
BL
K S
24' BST
BS
T
JB
WD
CA
N
POOL
CONC
CONC
CONC
CONC
CO
NC
S
3SBLKBUS
3SBLKBUS
CO
NC
BST
BST
BST
BST
BSTBST
27' BST
EDIN
BU
RG S
DR
WID
TH
VARIE
S
BST
BST
1SBKBUS
22' BST
22' BST
35' B
STBS
T
BST
BST
BS
T
BS
T
BS
T
BS
T
BS
T
BS
T
BS
T
BS
T
BS
T
BS
T
BS
T
BS
T
BS
T
BST
BST
BST
BST
BST
BS
T
BS
T
BST
S
48" CHL48" CHL
48" CHL
48" CHL
1SBK
BUS
1SB
KB
US
1SB
KB
US
CONC
CO
NC
35' B
ST
MACGREGOR VILLAGE
BS
T
BS
T
BS
T
2SBK
BUS
BST
BST
36"
RC
P
RIP-RAP
RIP-
RAP
RIP-
RAP
RIP-RAP
RIP-R
AP
RIP-
RAP
RIP-R
AP
RIP-RAP
RIP-
RA
P
18" C
&G18" C
&G
48"
RCP
MTL
MTL
8' BK WALL
CONCCONC
CONCCONC
CO
NC
CONC
2SFT
H2SFT
H/
UC
MACGREGOR VILLAGE
1SBKBUS
BST
CONC
CONC
CO
NC
CO
NC
CO
NC
48"
CHL
48"
CHL
S
50" CONC
S
S
S
60" C
ONC
60" C
ON
C60" C
ON
C
60" CONC
60" C
ONC
S
72" CON
C
60" CO
NC
M
TL
CA
N
S
DK
DK
CONC
CO
NC
DK
MTL
60" C
ON
C
WFB
60" CONC
60" C
ONC
90"
CO
NC
S
48" CHL
48" CHL
48" CHL
48" CHL
S
10'
CO
NC
2SBKD
60''
CO
NC
5'
CO
NC
5'
CO
NC
60''
CO
NC
5'
CO
NC
5' CONC
5' CONC
60''CONC
5' C
ON
C
5' CONC
BST
BST
BST
CONC
TE
AM
HE
ND
RIC
K
WA
Y 30'
BS
T
BST
BST
BST
BST
BST
BST
BST
BST
BST
6' B
L
WA
LL
BST
BST
BST
BST
22' B
ST
BST
BST
BST2SBLKBUS
S
BST
BST
BST
BST
BST
BST
BST
BST
BST
BST
BSTCONC
BST
BSTBST
BST
BST
BST
BST
BST
CONC
10' B
ST M
AC
KE
NA
N
DR 30' B
ST
26' B
ST
BST
BST
BSTC
ONC
MT
L
MT
L
MT
L
5' CONC
1SBLKBUS
CO
NC
S
S
S
4' B
K W
ALL
27' B
ST
(3) 84" CM
P
CO
NC
HW
27" B
ST
(2) 84
" CMP
1SBK
BUS
BST
BST
BST
BST
CONC
CO
NC
72" BLK WALL
BST
CONC
CONC
CONC
BST
BST
BST
BST
BST
BST
60" BLK WALL
CONC
BST
BST
BST
BST
BST
1SBLKBUS1SBLKBUS
48" CHL
48" CHL
48" CHL
1SBLKBUS
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
BST
BST
BST
BST
BST
BST
BST
BST
BST
BST
BST
BST
MA
CK
EN
AN
DR 30' B
ST
S
S
5'
CO
NC
CONC
CO
NC
CO
NC
CO
NC
CONC
BST
BST
BST
48" CHL
48" CHL
BST
BST
BST
BST
BST
BST
BST
1SBLKB
US
CO
NC
1SBLKB
US
CONC
BST
BST
BST
BSTBST
BST
BST
S
U/C
BST
BST
BST
BST
BST BST
BST
BST
BST
BST
BST
BST
BST
BST
BST
BST
BST
BST
BST
BST
BST
BST
BST
BST
BST
BST
BST
BST
BST
BST
BST
BST
BST
BST
BST
BST
BST
32'
BS
T
10' B
ST
10' BST
10' B
ST
10' B
ST
12'
BS
T
12'
BS
T
AU
TO P
AR
K
BL
VD 23'
BS
T
S
CONC
CONC
CONC
CONC
CONC
CONC
1SMTLBUS1SBLKBUS
1SBL
KBUS
2SBLKBUS
2SBLKBUS
1SBLKBUS
2SBLKBUS
S
48" CHL
48" CHL
48" CHL
48" CHL
48" CHL
48" CHL
48" CHL
48" CHL
(2) 96" RC
P
CONC HW
CONC HW
MTL
MTL
MTL
MTL
MTL
MTL
MTL
48" CHL
96" WD
96" WD
SWIF
T CR
EEK
SWIFT CREEK
SWIFT CREEK
CO
NC
HW
CO
NC
HW
CO
NC
MTL R
ISER
SWIFT CRREK
CONC
SWIF
T
CR
RE
K
SWIFT CRREK
SWIFT CRREK
SWIF
T
CR
RE
K
(2) 96" CM
P
20' BST
18"
RC
P
POOL
CONC
30' C
ONC
2S
BK
D
72" W
D
5'
CO
NC
S
60''CONC
17' BS
T12' CO
NC
14'
BS
T
14'
BS
T
CO
NC
14' BST
14' B
ST
15' C
ONC
12' CON
C
14' BST
12' C
ON
C
10' C
ON
C
12' CONC
10' CONC
12' CONC
12' C
ON
C
12' CONC
12' CONC
12' CONC
12' C
ON
C 10' C
ON
C
12' CONC
12'
CO
NC
12' CON
C
16' CONC
S
12' C
ONC
CO
NC
CH
AL
ON
DR 26'
CO
NC
CH
AL
ON
DR 16'
CO
NC
CONC
PO
OL
2SFD
2SBKD
WALL3
6" RO
CK WALL3
6" RO
CK
S
2SBKD
2SBKD
2SBKD
2SBKD
2S
BK
D
2S
FD
3S
FD
2SB
KD
1SF
D
G
2SBKD
POOL
POOL
STON
E
2SBKD
2SB
KD
2SBKD
CONC
2SBKD
2SBKD
2SBKD
2SBKD
2SBKD
POOL
2SBKD
PO
OL
CONC
CONC
2S
BK
D
2SBKD
2SFD
12' CONC
12'
CO
NC
12'
CO
NC
CONC
12'
CO
NC
12' CON
C
2SBKD
2SBK
D
2S
BK
D
4-84"
CMP
60" C
ONC
60" C
ONC
60" C
ONC
60" C
ONC
60" C
ONC
60" C
ONC
60" C
ONC
60" CON
C
60" CO
NC60" CO
NC
60" C
ON
C
60" CONC
60" CONC
60" CONC
60" C
ON
C
60" C
ONC
22' BST
60'' C
ON
C
60'' CONC
CO
NC
CONC
1STB
LKBU
S
60'' C
ON
C60'' C
ON
C
60'' C
ON
C
60'' C
ON
C
60'' CONC
60'' CONC
60'' CONC
60'' CONC
60'' CONC
60'' C
ONC
60'' C
ON
C
WD CAN
60'' CONC
60'' C
ON
C
60'' C
ON
C
MTL
MTL
BST
CO
NC
S
S
BST
48" CHL
BST
60'' CONC
60''
CO
NC
60'' C
ON
C60'' C
ON
C
60'' CONC
CO
NC
CO
NC
CONCCONC
2SFD
10' C
ON
C
2SF
D
LEGEND
IMPACTS AND DRIVEWAY TIES
be determined during final design using final surveys.using final ground surveys. Final driveway locations will also 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
LEGEND
IMPACTS AND DRIVEWAY TIES
be determined during final design using final surveys.using final ground surveys. Final driveway locations will also 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
2016 NCDOT AERIAL PHOTOGRAPHY
IMPACTS AND DRIVEWAY TIES
be determined during final design using final surveys.using final ground surveys. Final driveway locations will also 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
be determined during final design using final surveys.using final ground surveys. Final driveway locations will also 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
2016 NCDOT AERIAL PHOTOGRAPHY
LEGENDLEGEND
BUILDINGS
EXISTING RIGHT-OF-WAY
EXISTING RAILROAD RIGHT-OF-WAY
EXISTING ROADWAY
EXISTING ROADWAY TO BE REMOVED
EXISTING CONCRETE SIDEWALK
POTENTIAL IMPACT AREA
PROPOSED ROADWAY
AND GUTTER, AND SIDEWALKPROPOSED STRUCTURES, ISLAND, CURB
PROPERTY LINES
PROPOSED MULTIUSE TRAIL
BUILDINGS
EXISTING RIGHT-OF-WAY
EXISTING RAILROAD RIGHT-OF-WAY
EXISTING ROADWAY
EXISTING ROADWAY TO BE REMOVED
EXISTING CONCRETE SIDEWALK
POTENTIAL IMPACT AREA
PROPOSED ROADWAY
AND GUTTER, AND SIDEWALKPROPOSED STRUCTURES, ISLAND, CURB
PROPERTY LINES
PROPOSED MULTIUSE TRAIL
LAKES, RIVER, STREAMS AND PONDS
EXISTING UTILITY EASEMENT
PROPOSED TRAFFIC SIGNAL
LAKES, RIVER, STREAMS AND PONDS
EXISTING UTILITY EASEMENT
PROPOSED TRAFFIC SIGNAL
UTILITY INFORMATION:
preliminary and are subject to change.
shown on these maps, including utility easements, are
major existing and potential utility easements. The designs
information shown on these maps is limited to locations of
are not shown on these maps or on other displays. The utility
To provide greater visual clarity, existing and proposed utilities
UTILITY INFORMATION:
preliminary and are subject to change.
shown on these maps, including utility easements, are
major existing and potential utility easements. The designs
information shown on these maps is limited to locations of
are not shown on these maps or on other displays. The utility
To provide greater visual clarity, existing and proposed utilities
EXISTING STRUCTURES TO BE REMOVED EXISTING STRUCTURES TO BE REMOVED
CITY LIMIT LINECITY LIMIT LINE
195
245
240
235
230
225
220
215
210
205
200
250
255
260
265
270
MESA DALIA
HORA RUTH ELLENHORA CHARLES
ROBINSON SHARON SROBINSON CHARLES K
CHRISTIANSEN BETTY LCHRISTIANSEN DAVID A
TREW DIANETREW ROBERT J
CASPER KATHRYN JCASPER JEFFREY D
CERCY MARY JOCERCY JAMES
SONI ANANT B
WILKES JOELLEN H
WORSHAM DONNA WESTONWORSHAM JULIUS BERRYE III
EL-REFAI ELHAMEL-REFAI MOHAMED
KLEIN RICHARD BKLEIN NANCY L
SCHMIDT SUSAN BSCHMIDT FREDERICK K GABBARD KAMILA J
GABBARD O GENE
CARY TOWN OF
BATTLE LISA ANNEBATTLE WILLIAM MICHAEL
GRAVES KELLI LYNN
MLC AUTOMOTIVE LLC
CARY AUTO MALL REALTY PARTNERS
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SIEMENS MEDICAL SOLUTIONS USA INC
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HENDRICK AUTOMOTIVE GROUP
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TRANS WORLD RADIO
TOPAZ MOON LLC
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MLC AUTOMOTIVE LLC
TURNRIGHT LLC
111 MACKENAN DR LLC
ALIDADE REGENCY 2000 LLC
VENTURES TRUSTCONSECRATED ASSET
KARABINIS ERMIONI NKARABINIS PETER D
PARKER PATRICIAPARKER THOMAS L
ASHLEY M DUNCANCORTNEY
DUNCAN GORHAM
MCDONALD MARIANNA GMCDONALD WILLIAM J DEMARTINO KATHRYN
DEMARTINO RICKY L
DOWNSLLCMACGREGOR
CONCERT
DOWNS LLCMACGREGOR
CONCERT
CREEL KATHRYN CCREEL WILLIAM C II
SOLUTIONS USA INCSIEMENS MEDICAL
ROTH GAIL JROTH GARY WLIVING TRUST TH
SHAIKH MEHBOOB JAHANFASIH AHMED &
MARY GSCHEXNAYDER
BODIN RSCHEXNAYDER
BRUCEI /TRHOWELL
HEWSON BRENDA
LANIER SUE B
LLCAUTOMOTIVE
MLC LLCAUTOMOTIVE
MLC REALTY PARTNERSCARY AUTO MALL
PREMIERE HOMES II INC
ASSOCIATIONPRESTWICK
BUILDER INCDAVID R WILLIAMS
ASSOCIATIONPRESTWICK
ASSOCIATIONPRESTWICK
ASSOCIATIONPRESTWICK
ASSOCIATIONPRESTWICK
ASSOCIATIONPRESTWICK
SWEENEY NANCY HSWEENEY CHRISTOPHER T
MCHENRY CONSTANCE DMCHENRY RAYMOND R
HICKS BRIANHICKS JENNIFER K
HAILEY ANNE D
PATRICIA HBOBBIT
MAXIE EBOBBITT
SULAIMANAZIZI SARA
ANTONIOGARCIA
PAIGE LGAUSMANN
BARBARA KVAUGHN
WILLIAM GVAUGHN
BRIANHAMILTON
NOLAN HOLTHAMILTON
KENNETH JTERRETT
OIL CO INCSAMPSON BLADEN
REALTY PARTNERSCARY AUTO MALL
HEATHERBLANCHARD
HOWARD E III BLANCHARD
LAURA LGOURLEY
C III GEORGE
GOURLEY
GEORGETTE RKEATTSKEVIN AKEATTS
MELISSA JROSENSTOCK
MAARTENOOSTEN
WATSON LISA LMILLER DAN CCAROL V
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THOMASJAMESRIDDICK
DOUGLAS ABLACKMANBETTY H
BLACKMAN
SHAH NANDA MAHENDRASHAH MAHENDRA R
HOLDINGS LLCROBIOUS ROAD
BEELER PENNY SBEELER DAVID W
EISINGER TONI EORR SCOTT J
PILCHER JENNIFERGLENN II TRUSTEEPILCHER THOMAS
ELIZABETHMITH MARYGARRETT S
SMITH DANIEL
AUSTIN WHITLEY MAUSTIN JOE E JR
WEST SHARONWEST BRUCE
LYTVINENKO LINDA PLYTVINENKO JOHN W
REDDY NEERAJA DREDDY NAGI G
PEGRAM TERRY LYN
GRIMESIII A EDWARDGRIMES LISA T
FLEMING LESLIE CFLEMING CHRISTOPHER P
WARM JAN KCAMBERATO JOSEPH A
NEAL HOLLY GETMANNEAL DAVID C
LLCPROPERTIES
KNIER
SPEROFF BEVERLY AMURPHY J PAUL
WILLIAM WALLACEHARRINGTON
DIXIE LEEHARRINGTON
GOINS RACHELGOINS RANDY
PARTNERSMALL REALTY
CARY AUTO
DELAIR KERRI EDELAIR SHANE K
FULTON BARBARA EFULTON WILLIAM H
REYNOLDS LORIREYNOLDS SCOTT
DIAZ HECTORDIAZ DONNA
HEATH MEREDITHHEATH JOHN RYAN
NADINE SWHITNEY-YALCHYALCH JOHN A
THOMAS SARAH BTHOMAS WINFRED F
BOWERS NANCY R
TURNER ELIZABETH HTURNER ALEXANDER
FRANKLIN IRENE PFRANKLIN MICHAEL LEON
WETHERALL KARI SUEWETHERALL SHAYNE MIKEAL
NEWSOM GEORGE FNEWSOM LORETTA C
WINTERS GAILYA SWINTERS W GLENN
CAROLINEBAILLARGEON
JASONBAILLARGEON
HELMSVICTORIA
HELMSJAMES E JR
HELMS
SUPASRETTABUNCHONG
HERMAN GJOHNSON
OFFICE LLCEDINBURGH CARY
CARY OFFICE LLCEDINBURGH
KARIN GBRANCHPAUL OBRANCH
SUSAN JFRANK J MIERZWA
MIERZWA
ROTH ROCHELLEROTH JASON
VERDI CHRISTINA PKLASS KENNETH MICHAEL
KNOTT AMY RKNOTT CHRISTOPHER C
RHODES CLIFTON ERHODES LYNETTE T
MARYGOINS NICOLE
DUANEGOINS TIMOTHY
JONES STACY HILLJONES RICHARD S
MARGARET HERMANMCARTHUR
MCARTHUR JOHN R
36'
36'
36'
36'
36'
46'
36'
35'
35'36'
36'
35'3
6'
36'
2040ADT
US HWY 64
2016
42700 43300
1300700
Blvd.Autopark
2000
2040ADT
US HWY 64
2016
43300 45700
500 1200
35001800
Chalon Dr.
Mackenan Dr.
2200
5800
2040ADT
US HWY 64
2016
45700 50300
63001700
8000
Gregson Dr.
2040ADT
US HWY 64
2016
50300 56000
600 1800
5000500
2700
5800
Edinburgh Dr.
Edinburgh Dr.
75400 75800
14001000
2400
2300
500 1300
75800
2000 4300
78900
6800
78900 83900
2500 7500
10000
83900
700
3300
2200
90800
6000600
7000
RO
LL 2 O
F 2
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
DESIGN DATA
0100 50 100 200
Maximum SuperelevationDesign SpeedFunctional Classification
DESIGN DATA
0100 50 100 200
Maximum SuperelevationDesign SpeedFunctional Classification
full size ?? minutes to print to paper2 minutes to compress20 minutes to process to PDFfull size, 100 scale, 36 X 109print to adobe pdf using Raleigh pdf creator driverU:\Roadway\iFiles\designhearingmap.tbl
(ENGLISH)
DESIGN DATA
Maximum SuperelevationDesign SpeedFunctional Classification
DESIGN DATA
Maximum SuperelevationDesign SpeedFunctional Classification
RO
LL 2 O
F 2
= 0.08= 60 MPH= EXPRESSWAY
= 0.08= 60 MPH= EXPRESSWAY
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
0100 50 100 2000100 50 100 200
(ENGLISH)
SEE S
HEET 1
MA
TC
HLIN
E ST
A. 195+
00
ROLL 2 OF 2
WA
KE
CO
UN
TY, N
OR
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FR
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WES
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OF
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AN
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OR
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OR IM
PR
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TS
PU
BLIC
ME
ETIN
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MA
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TIP P
ROJE
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U-5301
WAKE COUNTY, NORTH CAROLINA
WEST OF US 1 INTERCHANGE
FROM WEST OF LAURA DUNCAN RD TO
PROPOSED US 64 CORRIDOR IMPROVEMENTS
PUBLIC MEETING MAP
TIP PROJECT U-5301
WA
KE
CO
UN
TY, N
OR
TH
CA
RO
LIN
A
WES
T
OF
US 1 I
NT
ER
CH
AN
GE
FR
OM
WES
T
OF
LA
UR
A
DU
NC
AN
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TO
PR
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US 64 C
OR
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OR IM
PR
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PU
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U-5301
CO
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RA
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DIA
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TE
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HA
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DRIV
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ON
CEP
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UP
ER
ST
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ET (L
AU
RA
DU
NC
AN - TIG
HT
CONTRAFLOW INTERSECTION)DIAMOND INTERCHANGE, LAKE PINE DRIVE - DOUBLECONCEPT 1: SUPERSTREET (LAURA DUNCAN - TIGHT
CO
NT
RA
FL
OW IN
TE
RS
EC
TIO
N)
DIA
MO
ND IN
TE
RC
HA
NG
E, L
AK
E PIN
E
DRIV
E - D
OU
BL
EC
ON
CEP
T 1: S
UP
ER
ST
RE
ET (L
AU
RA
DU
NC
AN - TIG
HT
GRADEPOINT
.08 .02.02
.08.02.02
.02.02 .02 .02
ISLANDMONOLITHIC
ISLANDMONOLITHIC
6:1
2:1
4:1
2:1
6:16:1
SLOPESVARIABLE
GROUND
ORIGINAL
SLOPESVARIABLE
6:1
2:1
4:1
2:1
6:16:1
SLOPESVARIABLE
GROUND
ORIGINAL
SLOPESVARIABLE
.04 .04
TYPICAL SECTION NO. 1
6 LANE SUPERSTREETUS HWY 64
JU
NE 2018
JUNE 2018
JU
NE 2018
CL
12' 12' 18' 6'12'
US 64
17.5' 17.5' 14'
15' W/GR12'
FDPS10'
12'12'18'6' 12'
15' W/GR12'14'
FDPS
10'
30'GROUNDORIGINAL
30' GROUNDORIGINAL
EXIST PAVEMENT
24'46'
EXIST MEDIAN
POINTGRADE
EXIST PAVEMENT
24'
12' 12'4' 4'
LEFT OR U-TURN LEFT OR U-TURN
0.75'
0.75'
0.75'
0.75'
.02 .02
.75' .75'
* WHERE POSSIBLE
TYPICAL DIRECTIONAL CROSSOVER AND OFFSET LEFT-TURN DETAIL
AC
AC
AC
AC
DESIRABLE 1,000 FT. TO 1,300 FT.*
MINIMUM 800 FT.*
DESIRABLE 1,000 FT. TO 1,300 FT.*
MINIMUM 800 FT.*
FULL CONTROL OF ACCESS*
NOTE: U-TURN BULBS NOT TO BE PLACED IN WETLANDS OR RIGHT OF WAY SENSITIVE AREAS.*
FULL CONTROL OF ACCESS*
APEX TO
WN LIM
IT
CARY TO
WN LIM
IT
CARY T
OW
N LI
MIT
CH
ALO
N
DR
MA
CKEN
AN
DR
EDIN
BURG
H S
DR
GRE
GS
ON
DR
OLD RA
LEIG
H RD
US
HW
Y 1
AU
TO
PA
RK
BLV
D
EDIN
BU
RG
H
DR
-L- US 64
-L- US 64
-L- US 64
CHRYSLER JEEPAUTOPARK
AUDI CARY
LEITH PORSCHE LEITH ACURA
CASUALTYBANKERS LIFE &
GROUP PLLCOLIVE LAW
ENDODONTICSTRIANGLE
SOLUTIONSSTAFFING
VISTA
HOMESANGE SIGNATURE
ASPE
COURTYARD MARRIOTT
MACGREGOR VILLAGE
BP
-Y6-
-Y7-
-Y8-
-Y9-
-Y10-
-Y10-
HENDRICK CHEVROLET
HENDRICK FIAT OF CARY
HENDRICK DODGE
OF CARYPREOWNEDHENDRICK
HENDRICK KIA
-L- STA.262+00.00
END TIP PROJECT U-5301
TO BE EXTENDEDEXISTING CULVERT
GREENWAY TRAILPROPOSED