This electronic collection of documents is provided

for the convenience of the user

and is Not a Certified Document –

The documents contained herein were originally issued

and sealed by the individuals whose names and license

numbers appear on each page, on the dates appearing

with their signature on that page.

This file or an individual page

shall not be considered a certified document.

BEGINING STATION OF EACH SITE.THIS MAP INDICATE THE APPROXIMATESTATION NUMBERS SHOWN ONNOTE:

PROJECT LENGTH

RIGHT OF WAY DATE:

LETTING DATE:

STATE STATE PROJECT REFERENCE NO.

DESCRIPTION

NO.TOTALSHEETS

N.C.SHEET

1

Prepared in the Office of:

SIGNATURE:

SIGNATURE:

P.E.

P.E.

DIVISION OF HIGHWAYS

2012 STANDARD SPECIFICATIONS

PROJECT ENGINEER

PROJECT DESIGN ENGINEER

HYDRAULICS ENGINEER

ENGINEER

ROADWAY DESIGN

DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA

1000 Birch Ridge Dr., Raleigh NC, 27610

CO

NT

RA

CT:

TIP P

ROJE

CT:

M

O

RT

AT

N

DE

PA

RT

E

NT

OF TRANSP

IO

AN

LI

OR

AHTRONFO

ET

AT

S

C

S.L. Cannon, PE

R.C. Chambard

TIP NO. WBS NO

276

276

NOT TO SCALE

HWY 276 SITE MAP

NO

RT

H

CA

RO

LIN

AS

OU

TH

CA

RO

LIN

A

64

GREENVILLE

HWY

N. B

RO

AD S

T.

S. B

RO

AD S

T.

WIL

SO

N

RD

TRANSYLVANIA COUNTY

STATE LINE TO SR1118 GALLIMORE ROADLOCATION: US 276 FROM SOUTH CAROLINA

SCHOOLBREVARD ELEM.

ENTRANCE GATECONNESTEE FALLS

MARKETWHISTLESTOP

US POST OFFICE

CEDAR MOUNTAIN CAFE

BAPTIST CHURCHROCKY HILL

BAPTIST CHURCHCARR'S HILL

ACCESS PARKHAP SIMPSON RIVER

ISLAND FORD ROAD

ROCKBROOK SUMMER CAMP

HWY 276 VICINITY MAP

NOT TO SCALE

Brevard

Mills River

Hendersonville

NORTH CAROLIN

A

SOUTH CAROLIN

A

Pisgah Forest

ForestDupont State

SITE LOCATION

INTERSTATE

26

INTERSTATE

26

276

280

191

64

W-5601DU

DN

00625

W-5601D

U

W-5601DU

W-5601DU 50138.1

(11.55 MILES)

ELM BEND RD

GALLIMORE RD

PROJECT ENDSTA. 610+00

PROJECT BEGINSTA. 0+00

POWER SUBSTATION

DUCK POND POTTERY

POND

10/23/2017

SITE 4

SITE 29

SITE 21

SITE 21B

TRAFFIC CONTROLBACK-FILL & GRADING, DRAINAGE, EROSION CONTROL AND TYPE OF WORK: CONSTRUCT RETAINING WALL, PIPE EXTENSIONS,

WASTE

BUS HOUSE

RAFTING RENTALS

FRENCH BROAD RIVER

WOOD STRUCTUREEXISTING

US 276 TO BREVARD

US 276 TO SOUTH CAROLINA

GABION WALL

54.89'

POTTERYTHE DUCK POND

BM 1000' ELEV.

PROJECT REFERENCE NO. SHEET NO.

W-5601DU 4

NOT TO SCALE

SITE 4

B

BA A

27.50'

SITE 4 (539+45 TO 540+70) LEFT 2110.28 C.Y.

EXCAVATION

UNCLASSIFIEDUNDERCUT EMBT+% BORROWEARTHWORK LOCATION

EXISTING 12" HDPE

BY 15 FEETPROPOSE PIPE EXTENSION

METAL PIPEEXISTING 12"

PAVED DITCH850.01 CONCRETE STANDARD DRAWING

7.45'

UTILITY POLESEXISTING

APPROXIMATELY 400 LFTEMPORARY SILT FENCE

UTILITIESEXISTING

EXISTING RIP RAP

WILL BE ACCOMPLISHED BY OTHERS.ANY RELOCATION OF EXISTING UTILITIES

12" WATTLES W/PAM

APPROXIMATELY 0.9 ACRESSEEDING AND MULCHING

PROJECT END S4E STA. 540+70PROJECT BEGIN S4B STA. 539+45

2875 SQUARE FEET.FOR THIS SITE. APPROXIMATELYMATTING WILL BE REQUIRED

(WATTLES TO BE USED)MUST BE INSTALLED IN ALL SILT FENCESOPEN END AND LOW POINT MEASURES

10/2

3/2

017

W-5601DU

PROJECT REFERENCE NO. SHEET NO.

992.29991.93

70

65

60

55

50

45

40

35

30

25

20 15 10 5

0

1000

995

990

985

980

05101520

25

30

35

40

45

50

55

60

65

70

980

985

990

995

1000

6 6 9 12 9

9 9 9 9 9

912129

1000.45

#8 PROFILE

ELEVATION =984.11BOTTOM OF WALL

TOP BASKET ELEVATION = 993.11

EOP

EXISTING WALLEXISTING WALL

EOP999.54

1000.58

70

65

60

55

50

45

40

35

30

25

20 15 10 5 0

70

65

60

55

50

45

40

35

30

25

20 15 10 5 0

987.11

990.11

993.11

BREVARD

INSTALLED PERPENDICULAR TO THE ROADTHESE (2) 6' GABION BASKETS TO BE

A - APROFILE ELEVATION VIEW

4-A

SITE 4

DETAIL SHEET

126

EXISTING WALL

TO

PERPINDICULAR

12

EXISTING WALL

TO

PERPINDICULAR

12

EXISTING WALL

TO

PERPINDICULAR

EXISTING WALL

TO

PERPINDICULAR

12

6

EXISTING WALL

TO

PERPINDICULAR

12

EXISTING WALL

TO

PERPINDICULAR

12

ELEVATION = 984.11'12" HDPE INVERT

675 SF GBW SURFACE AREA

1.0'

IS 1.0' FROM THE FACE OF THE LOWER COURSEOFFSET FACE OF EACH COURSE OF GABION BASKETS

BOTTOM ELEVATION = 983.11-WASHED 78 STONE 3" +/-12" COMPACTED

BOTTOM ELEVATION = 983.11-WASHED 78 STONE 3" +/-12" COMPACTED

10/23/2017

PROJECT REFERENCE NO. SHEET NO.

W-5601DU

990

985

980980

985

990

995

1000

50

45

40

35

30

25

20 15 10 5 0

1000

995

1000.318' SHOULDER

2:1 S

LOPE

3' X 3'

3' X 3'

GABION BASKET3' X 6'

986.07

EXISTING WALL

XSC #9

ELEVATION = 984.11BOTTOM OF WALL

987.11

990.11

993.11

990.99

B - BXSC ELEVATION VIEW

50

45

40

35

30

25

20 15 10 5 0

50

45

40

35

30

25

20 15 10 5 0

50

45

40

35

30

25

20 15 10 5 0

SITE 4

4-B

DETAIL SHEET

1.0'

BACK-FILL WITH (681.46 CY) ABC-M STONE

(WITH 15' EXTENSION)ELEVATION = 984.11 12" HDPE INVERT (TO BE EXTENDED BY 15 FEET)

ELEVATION = 984.41 12" HDPE INVERT

BORROW MATERIAL

APPROVED

BACK-FILL WITH (1394 CY)

10/2

3/2

017

BOTTOM ELEVATION = 983.1112" COMPACTED -WASHED 78 STONE 3" +/- (52.2 TONS)

SHEET:

INDEX OF SHEETS

SHEET NUMBER:

1AW-5601DU

PROJECT REFERENCE NO. SHEET NO.

GENERAL NOTES:

BY METHOD II.CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED

SHOULD MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS. NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR

EFF. 01-17-2012 REV. 10-30-2012 2012 ROADWAY ENGLISH STANDARD DRAWINGS

The following Roadway Standards as appear in "Roadway Standard Drawings" Highway Design Branch -N. C. Department of Transportation - Raleigh, N. C., Dated January, 2012 are applicable to this projectand by reference hereby are considered a part of these plans:

STD.NO. TITLE

DIVISION 2 - EARTHWORK200.02 Method of Clearing - Method II

DIVISION 3 - PIPE CULVERTS300.01 Method of Pipe Installation

DIVISION 8 - INCIDENTALS840.72 Pipe Collar850.01 Concrete Paved Ditches

BY OTHERS.ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED

DUKE ENERGY (800-769-3766),

CITIZENS TELEPHONE COMPANY (COMPORIUM) (828-553-9599), PSNC ENERGY (877-776-2427),

UTILITY OWNERS ON THIS PROJECT ARE:

ORIGINAL10/23/2017

X13 thru X-20

X-8 thru X-12

X-1 thru X-7

7-A

7

6-A

6

5-A thru 5-C

5

4-A thru 4-C

4

3B

1B

1A

1

SITE 21B CROSS SECTIONS

SITE 21 CROSS SECTIONS

SITE 4 CROSS SECTIONS

DETAIL SITE 29

SITE 29

DETAIL SITE 21B

SITE 21B

DETAIL SITE 21

SITE 21

DETAIL SITE 4

SITE 4

EARTHWORK SUMMARY SHEET

CONVENTIONAL SYMBOLS

INDEX OF SHEETS

TITLE SHEET

DETAIL SITE SHEETS DENOTE TYPE OF CONSTRUCTION AND METHODS AT EACH SITE.

654.01 Pavement Repairs DIVISION 6 - ASPHALT BASES & PAVEMENTS

1B

PROJECT REFERENCE NO. SHEET NO.

Jurisdictional Stream JS

BZ 1

BZ 2

CR

CONVENTIONAL PLAN SHEET SYMBOLS

UST

Existing Edge of Pavement

Existing Curb

Proposed Slope Stakes Cut

Proposed Slope Stakes Fill

Existing Metal Guardrail

Existing Cable Guiderail

Proposed Guardrail

Equality Symbol

Pavement Removal

Existing Right of Way Marker

Existing Right of Way Line

h

Existing Control of Access

C

F

Existing Easement Line

HYDROLOGY:

Stream or Body of Water

Hydro, Pool or Reservoir

Flow Arrow

Disappearing Stream

Spring

;

z

v

W

KProposed Lateral, Tail, Head Ditch

False Sump

Proposed Cable Guiderail

MAJOR:

Bridge, Tunnel or Box Culvert

Bridge Wing Wall, Head Wall and End Wall

MINOR:

Head and End Wall

Pipe Culvert

Footbridge

Paved Ditch Gutter

UTILITIES:

ROADS AND RELATED FEATURES:

Existing Power Pole

Proposed Power Pole

P

U/G Power Cable Hand Hole

Power Manhole

Power Line Tower

Power Transformer

Existing Joint Use Pole

Proposed Joint Use Pole

Existing Telephone Pole

Proposed Telephone Pole

Telephone Manhole

Telephone Pedestal

U/G Telephone Cable Hand Hole

R

}

T

p

Q

l

]

/

b

H-Frame Pole O O

POWER:

TELEPHONE:

Telephone Cell Tower

WATER:

Water Manhole

Water Meter

Water Valve

Water Hydrant

4

I

H

a

TV:

TV Pedestal

TV Tower

U/G TV Cable Hand Hole

|

I]

GAS:

Gas Valve

Gas Meter n

c

SANITARY SEWER:

Sanitary Sewer Manhole

Sanitary Sewer Cleanout

U/G Sanitary Sewer Line

d

o

A/G Water

Above Ground Gas LineA/G Gas

Above Ground Water Line

Above Ground Sanitary SewerA/G Sanitary Sewer

MISCELLANEOUS:

Utility Pole OF

S3

Utility Pole with Base

Utility Located Object

Utility Traffic Signal Box

?

CONC

CONC WW

v

v

Drainage Box: Catch Basin, DI or JB

Storm Sewer

Storm Sewer Manhole m

U/G Tank; Water, Gas, Oil

A/G Tank; Water, Gas, Oil

BOUNDARIES AND PROPERTY:

State Line

County Line

Township Line

City Line

Reservation Line

Property Line

Existing Iron Pin

Property Monument

Existing Fence Line

Proposed Woven Wire Fence

Proposed Chain Link Fence

Proposed Barbed Wire Fence

g

F

123

Existing Wetland Boundary

Proposed Wetland Boundary

Existing Endangered Animal Boundary

Existing Endangered Plant Boundary

BUILDINGS AND OTHER CULTURE:

Area Outline

Gas Pump Vent or U/G Tank Cap

Church

School

Dam

Sign

Small Mine

Well

V

M

WW

S

x

Foundation

S

Building

y

y

VEGETATION:

Single Tree X

Y

Vineyard

Single Shrub

Hedge

Woods Line

Orchard

Vineyard

RAILROADS:

Standard Gauge

RR Signal Milepost

Switch

RR Abandoned

RR Dismantled

S

FLOW

*S.U.E. = Subsurface Utility Engineering

WLB

EIP

B

ECM

CONC HW

CB

CSX TRANSPORTATION

MILEPOST 35

SWITCH

Cemetery

EXISTING STRUCTURES:

Parcel / Sequence Number

E

AATUR

End of Information E.O.I.

Abandoned According to Utility Records

WLB

EAB

EPB

RW

RW

RW

CA

E

TDE

PDE

PUE

S

P

P

T

T

TC

TC

T FO

T FO

W

W

TV

TV

TV FO

TV FO

G

G

SS

FSS

FSS

?UTL

Buffer Zone 1

Buffer Zone 2

Wetland

TUE

DUE

AUE

Proposed Curb Ramp

Underground Storage Tank, Approx. Loc.

Geoenvironmental Boring

CA

HPBExisting Historic Property Boundary

U/G Power Line LOS B (S.U.E.*)

U/G Power Line LOS C (S.U.E.*)

U/G Power Line LOS D (S.U.E.*)

P

U/G Telephone Cable LOS B (S.U.E.*)

U/G Telephone Cable LOS C (S.U.E.*)

U/G Telephone Cable LOS D (S.U.E.*)

T

U/G Telephone Conduit LOS B (S.U.E.*)

U/G Telephone Conduit LOS C (S.U.E.*)

U/G Telephone Conduit LOS D (S.U.E.*)

TC

U/G Fiber Optics Cable LOS B (S.U.E.*)

U/G Fiber Optics Cable LOS C (S.U.E.*)

U/G Fiber Optics Cable LOS D (S.U.E.*)

T FO

U/G Water Line LOS B (S.U.E*)

U/G Water Line LOS C (S.U.E*)

U/G Water Line LOS D (S.U.E*)

W

U/G TV Cable LOS B (S.U.E.*)

U/G TV Cable LOS C (S.U.E.*)

U/G TV Cable LOS D (S.U.E.*)

TV

U/G Fiber Optic Cable LOS B (S.U.E.*)

U/G Fiber Optic Cable LOS C (S.U.E.*)

U/G Fiber Optic Cable LOS D (S.U.E.*)

TV FO

U/G Gas Line LOS B (S.U.E.*)

U/G Gas Line LOS C (S.U.E.*)

U/G Gas Line LOS D (S.U.E.*)

G

SS Forced Main Line LOS B (S.U.E.*)

SS Forced Main Line LOS C (S.U.E.*)

SS Forced Main Line LOS D (S.U.E.*)

FSS

Utility Unknown U/G Line LOS B (S.U.E.*)

U/G Test Hole LOS A (S.U.E.*)

STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS

Note: Not to Scale

Contaminated Site: Known or Potential

Known Contamination Area: Soil

Potential Contamination Area: Soil

Known Contamination Area: Water

Potential Contamination Area: Water

Primary Horiz Control Point

Primary Horiz and Vert Control Point

Secondary Horiz and Vert Control Point

Exist Permanent Easment Pin and Cap

New Permanent Easement Pin and Cap

Vertical Benchmark

New Right of Way Line

Concrete or Granite R/W Marker

New Right of Way Line with

Concrete C/A Marker

New Control of Access Line with

New Control of Access

New Temporary Construction Easement

New Temporary Drainage Easement

New Permanent Drainage Easement

New Permanent Drainage / Utility Easement

New Permanent Utility Easement

New Temporary Utility Easement

New Aerial Utility Easement

Computed Property CornerRIGHT OF WAY & PROJECT CONTROL:

New Right of Way Line with Pin and Cap

W-5601DU

10/2

3/2

017

SIT

E 4 (5

39+

45 to 540+

70) LEFT

2075.4

7

SIT

E 21 (144+

53 to 14

5+

80) LEFT

232.2

3

SIT

E 21B (142+

56 to 14

3+

98) LEFT

238.3

0

SIT

E 29 (3

92+

40 to 394+

55)

RIG

HT

2254.2

0

4835.0

1

BGS

RCC

10/23/2017

10/23/2017PROJECT REFERENCE NO.

W-5601DU

SHEET NO.

IN

CU

BIC

YA

RD

S

WASTE

BO

RR

OW

UN

DERC

UT

LO

CA

TIO

NE

MBT+

%

SU

MM

AR

Y

OF

EA

RT

HW

OR

K

DIVISIO

N

OF HIG

HW

AYS

STA

TE OF N

ORT

H

CA

ROLIN

A

COMPUTED BY:

CHECKED BY: DATE:

DATE:

EXC

AV

ATIO

N

UN

CLASSIFIE

D

PR

OJE

CT TO

TA

L (C

UBIC

YA

RD

S)

3B

10/2

3/2

017