1
PROJ ECT 44033 . 1 . 1( U- 5026 ) F . A. PROJ ECT : I M F - 95 - 3 ( 94 ) 137 NAS H COUNT Y T O AN I NTERCHANGE CONVERT GRADE S EPARAT I ON I- 95 AT S R 1770 ( S UNS ET AVENUE) ROLL 1OF 2 NASH COUNTY PROJECT 44033.1.1 (U-5026) F. A. PROJECT: IMF-95-3(94)137 ROLL 1 OF 2 TO AN INTERCHANGE CONVERT GRADE SEPARATION I-95 AT SR 1770 (SUNSET AVENUE) PROPOSED RAMPS TYPICAL SECTION P R O P O S E D C D T Y P I C A L S E C T I ON PROPOSED LOOPS TYPICAL SECTION DESIGN DATA Max. Superelev. Design Speed Functional Class. = 0.08 = 60 mph = Collector DESIGN DATA Max. Superelev. Design Speed Functional Class. SUNSET AVENUE S R 17 70 S UN S ET A V E I-95 ALONG SUNSET AVENUE PROPOSED BRIDGE TYPICAL SECTION POINT GRADE -Y- 0.02 PROPOSED SUNSET AVENUE TYPICAL SECTION = 0.04 = 50 mph = Urban Arterial I-95 COLLECTOR - DISTRIBUTOR I-95 & SUNSET AVE 2013 ADT 2040 ADT 100' 200' 100' 50' 100' 200' 100' 50' C L C L C L LEGEND EXISTING STRUCTURES, ISLAND, CURB TO BE REMOVED TO BE RETAINED EXISTING STRUCTURES, ISLAND, CURB AND GUTTER PROPOSED STRUCTURES, ISLAND, CURB PROPOSED ROADWAY EXISTING ROADWAY TO BE RESURFACED EXISTING ROADWAY EXISTING ROADWAY PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY BUILDINGS TO BE REMOVED AND GUTTER AND GUTTER LAKES, RIVER, STREAMS AND PONDS RAILROAD RIGHT OF WAY PROPOSED CONTROL OF ACCESS PRESENT ADT FUTURE ADT PROPERTY LINES C A PROPOSED TRAFFIC SIGNAL WLB WETLAND LIMITS BOUNDARY AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION, EXISTING UTILITY EASEMENT CEMETERIES S EE R O LL 2 O F 2 MA T C H L I N E - Y - S T A 58 + 00 . 00 M A T C H L I N E - Y - S T A 83 + 00 . 00 S EE R O LL 2 O F 2 DO NOT USE FOR CONSTRUCTION ORTHOPHOTO DATA = = 2013 2040 EXISTING CONTROL OF ACCESS C A C A PROPOSED PARTIAL CONTROL OF ACCESS C A service roads). No private driveway connections allowed. crossings) and at grade intersections (minor crossing and facility provided only via ramps at interchanges (major Full Control of Access is defined as a connection to a NOTE: service roads). No private driveway connections allowed. crossings) and at grade intersections (minor crossing and facility provided only via ramps at interchanges (major Full Control of Access is defined as a connection to a NOTE: Avenue) may be eliminated. such as via a side road, access to SR 1770 (Sunset point may be considered. For properties that have access, (for example, 2000 feet or more), an additional access per parcel. For properties with large road frontages Partial Control of Access is defined as one access point NOTE: ORTHOPHOTO DATA Avenue) may be eliminated. such as via a side road, access to SR 1770 (Sunset point may be considered. For properties that have access, (for example, 2000 feet or more), an additional access per parcel. For properties with large road frontages Partial Control of Access is defined as one access point NOTE: P UBL I C M EET I NG M AP PUBLIC MEETING MAP C L 0.02 5' 5' 16000 24000 2600 4700 35900 54300 2600 4700 17000 24900 9200 5200 9200 5200 38500 58800 38500 58800 1000 5300 4300 6500 39200 70100 6900 9100 5000 10200 40600 72400 45100 66300 S R 177 0 S UNS ET A V E 2013 ADT 2040 ADT 15800 23500 16000 24000 800 400 300 200 SUNSET & FREIGHT FREIGHT DR 600 1100 F EBRUARY 2017 FEBRUARY 2017 I-95 I-95 & US 64 US 64 DESIGN DATA Max. Superelev. Design Speed Functional Class. = 0.08 = 60 mph = Collector DESIGN DATA Max. Superelev. Design Speed Functional Class. SUNSET AVENUE = 0.04 = 50 mph = Urban Arterial I-95 COLLECTOR - DISTRIBUTOR 2013 ADT 2040 ADT 0' (ENGLISH) DO NOT USE FOR CONSTRUCTION LEGEND EXISTING STRUCTURES, ISLAND, CURB TO BE REMOVED TO BE RETAINED EXISTING STRUCTURES, ISLAND, CURB AND GUTTER PROPOSED STRUCTURES, ISLAND, CURB PROPOSED ROADWAY EXISTING ROADWAY TO BE RESURFACED EXISTING ROADWAY EXISTING ROADWAY PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY BUILDINGS TO BE REMOVED AND GUTTER AND GUTTER LAKES, RIVER, STREAMS AND PONDS RAILROAD RIGHT OF WAY PROPOSED CONTROL OF ACCESS PRESENT ADT FUTURE ADT PROPERTY LINES C A PROPOSED TRAFFIC SIGNAL WLB WETLAND LIMITS BOUNDARY AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION, EXISTING UTILITY EASEMENT CEMETERIES 2013 2040 EXISTING CONTROL OF ACCESS C A C A PROPOSED PARTIAL CONTROL OF ACCESS C A PROJ ECT 44033 . 1 . 1( U- 5026 ) F . A. PROJ ECT : I M F - 95 - 3 ( 94 ) 137 NAS H COUNT Y T O AN I NTERCHANGE CONVERT GRADE S EPARAT I ON I- 95 AT S R 1770 ( S UNS E T AVENUE) ROLL 1OF 2 P UBL I C M EET I NG M AP F EBRUARY 2017 ISLAND 12' 5'-6" 12' 2' 12' 5'-6" 12' 2' 11'-6" 5' 96' 11'-6" 5' 9" 9" 4' 4' 12' 12' 4' 6 : 1 6 : 1 HI NGE P OI NT F OR CUT S 8' VC 6 : 1 GRADE POINT 15' 10' 6' 6 : 1 3 : 1 FDPS FDPS .08 . 0 2 . 02 . 02 .08 RAMPS . 02 14' 4 : 1 12' 4' 4' 12' 0 . 08 6 : 1 6 : 1 6 : 1 HI NGE P OI NT F OR CUT S 8' VC 10' 6 : 1 4 : 1 0.02 GRADE POINT 15' 10' 6' 15' W/GR 3 : 1 FDPS LOOPS 0 . 02 0.02 0.02 12' 12' GRADE POINT . 02 6 : 1 4 : 1 10' 12' 12' . 0 2 10' 4 : 1 . 0 2 . 02 11'-6" 11'-6" -Y- 2' 2' 0' (ENGLISH) 24' GRADE 30' C L POINT -L- C L 6' 10' 8' VC H I NG E P OI NT F OR C U T S 6 : 1 6 : 1 6 : 1 3 : 1 E X I S T . 12' E X I S T . 10' FDPS E X I S T . 12' 24' 30' C L 6' 10' 8' VC HI NGE P OI N T F O R C U T S 6 : 1 6 : 1 6 : 1 3 : 1 E X I S T . 12' E X I S T . 0 . 0 4 10' FDPS E X I S T . 12' -CD1- -CD2- 10' 10' GRADE POINT 4' PS PS 4' PS PS 4' FDPS 4' FDPS 30' 12' 0.02 15' 30' 0.02 15' 12' Orthoimagery Source = 2013 = NC One Map Orthoimagery Source = 2013 = NC One Map W L B WL B WL B WL B WL B WLB WLB W L B W L B W L B W L B W L B WL B W L B WLB WLB WLB W L B W L B WL B W L B WL B WLB W L B W L B W L B W L B W L B W L B WLB WL B W L B WLB WL B W L B W L B W L B WL B W L B W L B W L B WL B W L B W L B W L B WL B W L B W L B W L B WL B W L B WL B W L B WL B WL B W L B WL B WL B W L B WL B W L B W L B W L B W L B W L B WLB WL B WL B WL B WL B W L B W L B WL B WL B W L B W L B WL B WL B WL B W L B WL B WL B W L B WL B WL B W L B W L B WL B W L B WL B W L B W L B W L B WL B WL B W L B W L B W L B WL B W L B W L B WL B W L B WL B W L B W L B W L B W L B WL B WL B WL B W L B W L B W L B WL B WL B W L B WL B W L B WL B W L B W L B W L B W L B WL B W L B C A C A C A C A C A v v v v v v v v v v v v v v v v v v G S S R 1 7 70 S UNS ET AV E 18 ' B S T P A B S T S UNS HI NE 18 ' B S T 1 0 ' GR C ON C C ON C P A GR CONC 9 ' S OI L R UI N CONC CONC P A B S T P A G R GR P A B S T B S T P A B S T T A NK F U EL CONC P A B S T F R E I GH T2 2 ' B S T P A B S T P A B S T P A B S T P A B S T P A B S T H E A LT H D R1 5 ' B S T CONC CONC B A N N E R WA Y 22 ' B S T DAM 10 ' GR CONC GR CONC BST BST B S T B S T B S T BST BST BST B S T BST B S T B S T B S T B S T I- 95 S B L 40 ' C ON C I-95 NBL 40' CONC I-95 SBL 40' CONC I-95 NBL 40' CONC R A M P 30 ' C ON C R A M P 26 ' C ON C R AMP 2 2 ' CONC B S T I - 95 S B L 40 ' C ON C I- 95 N B L 40 ' C O N C R AMP 2 2 ' CONC R A MP 2 2 ' C ONC R A MP 2 3 ' C ONC R A M P 21 ' CONC R AMP 22 ' CONC 22 ' C ONC R AMP R AMP 2 0 ' CONC US 6 4 W B L 78 ' B S T US 64 E B L 7 8 ' B S T US 64 W B L 7 8 ' B S T US 64 E B L 7 8 ' B S T S R 1 6 0 4 HUNT E R HI L L R D 32 ' B S T CONC GR 9 ' CONC C ON C C ON C 9 ' G R 9 ' G R 9 ' C ON C 9 ' C ON C 8 ' S OI L C ON C 13 ' G R B ANN E RWAY 22 ' B S T B UNCH CI RCL E 1 2 ' B S T B UNCH CI RCLE 12 ' B S T P A GR T OW E R CE LL B S T S CAL DW ELL 1 2 ' B S T SO I L S O I L SO I L S O I L DO Z I E RG E O R G ER J ANE EL E CT R A JW HOUS E DA WN D R I V E 18 ' B S T V I LL AGE R D 32 ' B S T WA R D GA RR YK E N T& V I R G I N I A W LARRY R SR PROCTOR 24 1 24 1 DO Z I E RG E O R G ER LARRY R SR PROCTOR BR A S W ELL T A MM Y P HELEN R PARKER L OW E L I ONE L DA LT ON TETA L DICKENS DO Z I E RG E O R G ER TC YN T H I A S W I LL I A M SR I C HA R D LEE III GAY M B& A M Y M L AN C A S TE RJ E FF R E Y T A RR I V E RL AND C ON S E R VAN C Y I N C INC C ON S E R VAN C Y T A RR I V E RL AND WIFE EDWARD JOHNNIE KNIGHT & CHARLES T WARD WARD GARRY K MID ATLANTIC WAREHOUSE STOR TITAN CAROLINA CONCRETE LLC SUNSET WEST LLC ET AL LLC ET AL SUNSET WEST ALL HTR MOBILE HOME PARK STONE GATE EZZELL ANGELYN C ETAL CEMETERY ASSOC STONY CREEK JONES LUBERTHA KELLY INC ENTERPRISES D LESTER CAPPS E NORA E ROSE JULIUS DAVIS LEROY WESTRY ET AL SESSOMS ELAINE JOHNNIE PIERCE MACK WILLIAM BATTLE VELMA L MILIE JR ALSTON LEROY DAVIS SMITH DOROTHY LEROY DAVIS EARL JAMES SESSOMS EVANS DONALD I WORD OF LIFE CHRISTIAN CENTER OF DOZIER GEORGE R GARDNER C A H BRENT BASS D HEIRS HERBERT LUCILLE D HEIRS HERBERT LUCILLE ERNEST III ET AL DOZIER JOSEPH PERNELL CAROLINE D HOMES LTD LOG CABIN STAUFFER GLOVE SAFETY CO BKT ENTERPRISES LP JLR REAL ESTATE LLC PROPERTIES LLC DORNGOOD E S T A TEP A R T N E R S H I P M I C H E L R E A L HOMES LLC TRESSELL ALL HTR MOBILE HOME PARK LAYTON HOME CONTRACTORS LLC WILLIAMS GENERAL WILLIAMS GENERAL CONTRACTORS LLC & TINA B DAVIS MICHAEL J BIRTH MARGARETTE ET AL BANDY CURTIS LEE LINDA R L E EA L I C E WI L B E R T WI LL I A M S H A Y WO OD EL O I S EW E AS T T OW E R L N 1 8 ' B S T W E S T T OW E R L N 18 ' B S T T HUNDE R R D 18 ' B S T R AI NB OW L ANE 1 8 ' B S T HARPER CLIFTON PRICE JR INVESTMENTS LLC STEELE BOGGS JR ET AL OSCAR MCLAMB S R 1 6 11 DO Z I E R R D 22 ' B S T 9 ' S O I L MINOR RICHARD H. THREE MR LTD PARTNERSHIP HARRISON BERTHA BATTLE EQUITY TRUST COMPANY CUSTODIAN WA R D GA R R YK E N T& V I R G I N I A W K E R S E Y M A R Y GSM PROPERTIES LLC BENCHMARK BUILDER SERVICES LLC B& A M Y M L AN C A S TE RJ E FF R E Y B A P T I S TC H U RC H G R A C ER E F O R M E D W I LL I A M SJ OHN K J RT R U S TEE C A C A C A C A C A C A C A C A C A C A C A C A A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A E X I S T . 50 ' B ANN E R W AY F R E I GH T D R I V E I- 95 S B L I- 95 N B L 180 ' 180 ' 180 ' 7 5 ' 50 ' 50 ' 19 0 ' 2 15 ' 6 5 ' 8 0 ' 1 00 ' S U N S H I N E D R I V E 220 ' - L 1 - -L- -CD1- - C D 2 - - R P C- - L P C - - Y - - Y - - R P B - - L P B - I- 95 S B L I - 95 N B L US 64 E B L US 64 W B L US 64 E B L US 64 W B L R OCKY MOUNT W E S TE R N R AI L R OAD R OCKY MOUNT W E S TE R N R AI L R OAD -L1- STA 11+00.00 BEGIN TIP PROJECT U-5026 -L- STA 153+85.00 END TIP PROJECT U-5026 60 65 70 75 1 5 15 15 15 2 0 15 20 25 30 35 40 4 5 50 55 60 65 70 75 80 85 90 95 100 105 120 125 130 135 140 145 150 10 15 20 25 30 35 40 45 15 20 25 30 35 1 5 110 115 1 5 15 + 00 20 + 00 25 + 0 0 30+00 35+00 40+00 45+00 50+00 55+00 60 + 00 65 + 00 70 + 00 75 + 00 80 + 00 85 + 00 90 + 00 95 + 00 100 + 00 105 + 00 11 0 + 00 115 + 00 120 + 00 20 15 + 00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 55 + 00 60 + 00 65 + 00 70 + 00 75 + 00 80 + 00 85 + 00 90 + 00 95 + 00 100 + 00 105 + 00 110 + 00 115 + 00 1 0 15 F F F C F C C C F C C C C F F C C F C F C F C F C F C C C F F F F F F F F C F F C F F F F C F C F F F C C C C F C C F F C C F F F F C F F C F F F C C F C F F F C F C F F F F F C F F C F F F C C C F F F F F F F C C

PROJECT 44033.1.1 (U-5026) F. A. PROJECT: IMF-95-3(94)137 ...€¦ · PROPOSED RAMPS TYPICAL SECTION PROPOSED CD TYPICAL SECTIN PROPOSED LOOPS TYPICAL SECTION DESIGN DATA Max. Superelev

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Page 1: PROJECT 44033.1.1 (U-5026) F. A. PROJECT: IMF-95-3(94)137 ...€¦ · PROPOSED RAMPS TYPICAL SECTION PROPOSED CD TYPICAL SECTIN PROPOSED LOOPS TYPICAL SECTION DESIGN DATA Max. Superelev

PR

OJE

CT 44033.1.1 (

U-5026)

F. A. P

ROJE

CT: IM

F-95-3(9

4)1

37

NA

SH

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TY

TO

AN IN

TE

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ATIO

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I-95 A

T S

R

1770 (S

UN

SE

T

AV

EN

UE)

RO

LL 1

OF 2

NASH COUNTY

PROJECT 44033.1.1 (U-5026)

F. A. PROJECT: IMF-95-3(94)137

ROLL 1 OF 2

TO AN INTERCHANGE

CONVERT GRADE SEPARATION

I-95 AT SR 1770 (SUNSET AVENUE)

PROPOSED RAMPS TYPICAL SECTION

PROPOSED CD TYPICAL SECTION

PROPOSED LOOPS TYPICAL SECTION

DESIGN DATA

Max. Superelev.Design Speed Functional Class.

= 0.08= 60 mph= Collector

DESIGN DATA

Max. Superelev.Design Speed Functional Class.

SUNSET AVENUE

SR 17

70

SU

NSET A

VE

I-95

ALONG SUNSET AVENUE PROPOSED BRIDGE TYPICAL SECTION

POINTGRADE

-Y-

0.02

PROPOSED SUNSET AVENUE TYPICAL SECTION

= 0.04= 50 mph= Urban Arterial

I-95 COLLECTOR - DISTRIBUTOR

I-95 & SUNSET AVE

2013 ADT

2040 ADT

100' 200'100'

50'

100' 200'100'

50'

CL

CLCL

LEGEND

EXISTING STRUCTURES, ISLAND, CURB

TO BE REMOVED

TO BE RETAINED

EXISTING STRUCTURES, ISLAND, CURB

AND GUTTER

PROPOSED STRUCTURES, ISLAND, CURB

PROPOSED ROADWAY

EXISTING ROADWAY TO BE RESURFACED

EXISTING ROADWAY

EXISTING ROADWAY

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY

BUILDINGS

TO BE REMOVED

AND GUTTER

AND GUTTER

LAKES, RIVER, STREAMS AND PONDS

RAILROAD RIGHT OF WAY

PROPOSED CONTROL OF ACCESS

PRESENT ADT

FUTURE ADT

PROPERTY LINES

C

A

PROPOSED TRAFFIC SIGNAL

WLB WETLAND LIMITS BOUNDARY

AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,

EXISTING UTILITY EASEMENT

CEMETERIES

SEE ROLL 2

OF 2

MATCH LINE -Y- ST

A 58+00.00

MATCH LINE -Y- STA 83+00.00SEE ROLL 2 OF 2

DO NOT USE FOR CONSTRUCTION

ORTHOPHOTO DATA

==

2013

2040

EXISTING CONTROL OF ACCESS

CA

C

A

PROPOSED PARTIAL CONTROL OF ACCESS C

A

service roads). No private driveway connections allowed.crossings) and at grade intersections (minor crossing andfacility provided only via ramps at interchanges (majorFull Control of Access is defined as a connection to a

NOTE:

service roads). No private driveway connections allowed.crossings) and at grade intersections (minor crossing andfacility provided only via ramps at interchanges (majorFull Control of Access is defined as a connection to a

NOTE:

Avenue) may be eliminated.such as via a side road, access to SR 1770 (Sunset point may be considered. For properties that have access,(for example, 2000 feet or more), an additional access per parcel. For properties with large road frontages Partial Control of Access is defined as one access pointNOTE: ORTHOPHOTO DATA

Avenue) may be eliminated.such as via a side road, access to SR 1770 (Sunset point may be considered. For properties that have access,(for example, 2000 feet or more), an additional access per parcel. For properties with large road frontages Partial Control of Access is defined as one access pointNOTE:

PU

BLIC

ME

ETIN

G

MA

P

PUBLIC MEETING MAPCL

0.02

5' 5'

16000

24000

2600

4700

35900

54300

2600

4700

17000

24900

9200

5200

9200

5200

38500

58800 38500

58800

1000

5300

4300

6500

39200

70100

6900

9100

5000

10200

40600

72400

45100

66300

SR 17

70

SU

NSET A

VE

2013 ADT

2040 ADT

15800

23500

16000

24000

800

400

300

200

SUNSET & FREIGHT

FREIGHT DR

600

1100

FE

BR

UA

RY 2017

FEBRUARY 2017

I-95

I-95 & US 64

US 64

DESIGN DATA

Max. Superelev.Design Speed Functional Class.

= 0.08= 60 mph= Collector

DESIGN DATA

Max. Superelev.Design Speed Functional Class.

SUNSET AVENUE

= 0.04= 50 mph= Urban Arterial

I-95 COLLECTOR - DISTRIBUTOR

2013 ADT

2040 ADT

0'

(ENGLISH)

DO NOT USE FOR CONSTRUCTION

LEGEND

EXISTING STRUCTURES, ISLAND, CURB

TO BE REMOVED

TO BE RETAINED

EXISTING STRUCTURES, ISLAND, CURB

AND GUTTER

PROPOSED STRUCTURES, ISLAND, CURB

PROPOSED ROADWAY

EXISTING ROADWAY TO BE RESURFACED

EXISTING ROADWAY

EXISTING ROADWAY

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY

BUILDINGS

TO BE REMOVED

AND GUTTER

AND GUTTER

LAKES, RIVER, STREAMS AND PONDS

RAILROAD RIGHT OF WAY

PROPOSED CONTROL OF ACCESS

PRESENT ADT

FUTURE ADT

PROPERTY LINES

C

A

PROPOSED TRAFFIC SIGNAL

WLB WETLAND LIMITS BOUNDARY

AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,

EXISTING UTILITY EASEMENT

CEMETERIES

2013

2040

EXISTING CONTROL OF ACCESS

CA

C

A

PROPOSED PARTIAL CONTROL OF ACCESS C

A

PR

OJE

CT 44033.1.1 (

U-5026)

F. A. P

ROJE

CT: IM

F-95-3(9

4)1

37

NA

SH

CO

UN

TY

TO

AN IN

TE

RC

HA

NG

E

CO

NV

ER

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AD

E S

EP

AR

ATIO

N

I-95 A

T S

R

1770 (S

UN

SE

T

AV

EN

UE)

RO

LL 1

OF 2

PU

BLIC

ME

ETIN

G

MA

P

FE

BR

UA

RY 2017

ISLAND

12'5'-6" 12'2' 12' 5'-6"12' 2'11'-6"5'

96'

11'-6" 5'

9" 9"

4'

4' 12' 12'

4'

6:1

6:1

HIN

GE P

OIN

TFO

R C

UTS

8' VC6:1

GRADEPOINT

15' 10'6'

6:13:1

FDPS FDPS

.08 .02 .02 .02 .08

RAMPS

.02

14'

4:1

12'4'

4'

12'

0.08

6:1

6:16:1

HIN

GE P

OIN

T

FO

R C

UTS

8' VC

10'

6:1

4:1

0.02 GRADEPOINT

15'10' 6'

15' W/GR

3:1

FDPS

LOOPS

0.02 0.020.02

12' 12'

GRADEPOINT

.02 6:1

4:1

10'

12'12'

.02

10'

4:1

.02 .02

11'-6" 11'-6"-Y-

2' 2'

0'

(ENGLISH)24'

GRADE

30'

CL

POINT

-L-CL

6' 10'

8' VC

HIN

GE P

OIN

T

FO

R C

UTS

6:1

6:16:1

3:1EXIST.

12'

EXIST.

10' FDPS

EXIST.

12'24' 30'

CL

6'10'

8' VC

HIN

GE P

OIN

T

FO

R C

UTS

6:1

6:16:1

3:1

EXIST.

12'

EXIST.0.04

10' FDPS

EXIST.

12'

-CD1- -CD2-

10'10'

GRADE POINT

4' PS PS4' PSPS

4' FDPS4' FDPS

30'12'

0.02

15' 30'

0.02

15'12'

Orthoimagery

Source

= 2013 = NC One Map

Orthoimagery

Source

= 2013 = NC One Map

WLB

WLBWLB

WLBWLBWLBWLB

WLB

WLB

WLB

WLB

WLB

WLB

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WLB

WLB

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WLBWLB

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WLB

WLB

WLB

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WLB

WLB

WLB

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WLB

WLB W

LB

C

A

C

A

C

A

C

A

C

A

v

v

v

v

v

vv

v

v

v

v

v

v

v

v

v

v

v

G

S

SR 17

70 S

UN

SET A

VE 18' B

ST

PA

BST

SU

NS

HIN

E 18'

BST

10' G

R

CONC

CONC

PA

GR

CO

NC

9' SOIL

RUINC

ON

CCO

NC

PA

BST

PA

GR

G

R

PA BST

BST

PA BST

TANK

FUEL

CO

NC

PA BST

FREIGHT 22' BST

PA BST

PA

BST

PA BST

PA BST

PA BST

HEALTH DR 1

5' BST

CO

NC

CO

NC

BANNER W

AY 22'BS

T

DAM

10' G

R

CONC

GR

CO

NC

BST

BST

BST

BST

BST

BST

BST

BST

BST

BST

BST

BST

BST

BST

I-95 SBL 40' CONC

I-95 NBL 40' CONC

I-95 SBL 40' CONC

I-95 NBL 40' CONC

RAMP 30' CONC

RAMP 26' CONC

RA

MP 22' C

ON

C

BST

I-95 SBL 40' CONC

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END TIP PROJECT U-5026

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