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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