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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.
-L- POT STA 10+00.00
BEGIN PROJECT
-L- POT STA 13+15.72
END PROJECT
.6.4
0
0
0
PROFILE (HORIZONTAL)
PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION
NO.TOTALSHEETS
N.C.SHEET
1
Prepared in the Office of:
DIVISION OF HIGHWAYS
2018 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
09/08/99
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA
0
00
23-
AP
R-2018 13:4
5S:\
Dist3\
Cla
y\
DN00620
US64 Jack and
Bore\hayesville jack and bore\dgn\pro
p\title\title
_Rdy
_dsn.d
gn
jechastain
AT
DIV
14-27712
9
191 Robbinsville Rd., Andrews NC, 28901
AR
TM
E
N
N
A
S
O H
DE
P
TOF TRA
SPO
RT
TIO
N
TA
TE
OF N RTC
A
RO
LIN
A
2525
10510
10 2010
12.5 50
WB
S
EL
EM
EN
T:
CO
NT
RA
CT:
ANDY RUSSELL, P.E.
ALAN R BROWN
20
5
TYPE OF WORK:
NC GRID
NAD 83 NA 2011
N/A
0.93 MILES TO NC HWY 69
& EROSION CONTROLTRENCHLESS PIPE INSTALLATION, FLOWABLE FILL PIPE ABANDONMENT, GRADING
ALONG US HWY 64 0.93 MILES WEST OF INTERSECTION WITH NC HWY 69
1905
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1911
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1914
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19181919
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1926
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1927
1928
1929
PO
T
Sta. 10
+00.0
010
PO
T
Sta. 13
+15.7
2
U.S. HWY 64
0.16 MILES TO SR-1343
See Sheet 1-A For Index of SheetsSee Sheet 1-A For Index of Sheets
NC GRID
NAD 83 NA 2011
13601205
dR
Pop 470
HAYESVILLE
0.72
Assem of God
Hillcrest
F
United Meth ChHayesville First
F
Hayesville
Ch of Christ
F FBapt Ch
Fort Hembree
& Pre-Elem Sch
Hayesville Elem
j
Bapt Ch
Mt Pisgah
FGBapt Ch
Fires Creek
Assembly of God
Chatuge
F
First Bapt
Truett Memorial
Presby Ch
FF
Meth ChUnitedFirst
U
X
& High Sch
Middle
Hayesville
j
F
Christian FellowshipLiving Word
.38
.15
.31
%BUS
64
%64
1139
HAYESVILLE
POP. 470
%BUS64
(69
dL
63
CLAY COUNTY
%64
CLAY COUNTY
LOCATION
PROJECT
DN
00620
06/12/18
CLAY COUNTY
14.102211
0.06 MILES
14.102211
LOCATION:
VICINITY MAP
1310
1343
1100
1120
1309
1309
1364
11211312
1140
1140
1139
1122
1313
1373
1312
1368
1369
1366
1362
1308 1365
13071356
1140
1307
1363
1100
1204
1377
1368
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA
SHEET NO.PROJECT REFERENCE NO.
STANDARDSLIST OF ROADWAYINDEX OF SHEETS GENERAL NOTES
GENERAL NOTES:
1 CARE SHALL BE TAKEN TO PREVENT DAMAGE TO
EXISTING UTILITIES DURING CONSTRUCTION. ANY DAMAGE TO THESE UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
THE CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY.
The following Roadway Standards as appear in "Roadway
Standard Drawings" - Highway Design Branch - N.C.
Department of Transportation - Raleigh, N.C., dated
applicable to this project and by reference hereby are
STD. NO. TITLE
1 TITLE SHEET
NOTES AND LIST OF STANDARDS
2
DIVISION 5 - SUBGRADE, BASES AND SHOULDERS
Method of Shoulder Construction560.01
CONVENTIONAL SYMBOLS
INDEX OF SHEETS, GENERAL 1-A
1-A
considered a part of these plans.
DIVISION 16 - EROSION CONTROL AND ROADSIDE DEVELOPMENT
1605.01
1606.01
2
2018 SPECIFICATIONSEFFECTIVE: 01-16-2018
2018 ROADWAY STANDARD DRAWINGS
January 16, 2018 and the latest revision thereto are
DIVISION 8 - INCIDENTALS
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA
SHEET NO.PROJECT REFERENCE NO.
STANDARDSLIST OF ROADWAYINDEX OF SHEETS GENERAL NOTES
1
1
NOTES AND LIST OF STANDARDS
2
CONVENTIONAL SYMBOLS
INDEX OF SHEETS, GENERAL 1-A
1-A
838.01
876.02
2
Concrete Endwall For Single And Double Pipe Culverts
Guide For Rip Rap At Pipe Outlets
TITLE SHEET
33 SURVEY CONTROL SHEET
44EC1-EC4 EROSION CONTROL SHEETS
PLAN & PROFILE SHEET
Temporary Silt Fence
Special Sediment Control Fence
1607.01 Gravel Construction Entrance
1630.05 Temporary Diversion
1631.01 Matting Installation
1645.01 Temporary Stream Crossing
333A PIPE SUMMARY SHEET
14.102211
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.
SHEET NO.PROJECT REFERENCE NO.
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
12/2/2016
Computed Property CornerRIGHT OF WAY & PROJECT CONTROL:
New Right of Way Line with Pin and Cap
2
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.
SHEET NO.PROJECT REFERENCE NO.
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
12/2/2016
Computed Property CornerRIGHT OF WAY & PROJECT CONTROL:
New Right of Way Line with Pin and Cap
214.102211
-L- POT STA 10+00.00
BEGIN PROJECT
-L- POT STA 13+15.72
END PROJECT
-BL-1
ELEV. = 1,922.3740
E = 552,351.9960
N = 502,833.2550
LOCALIZED PROJECT COORDINATES
N.C. DOT BASELINE STATION
-BL-2
ELEV. = 1,925.1570
E = 552,563.6500
N = 502,875.5990
LOCALIZED PROJECT COORDINATES
N.C. DOT BASELINE STATION
-BL-3
ELEV. = 1,927.9060
E = 552,700.6530
N = 502,889.2410
LOCALIZED PROJECT COORDINATES
N.C. DOT BASELINE STATION
-BL-4
ELEV. = 1,925.3600
E = 552,531.0240
N = 502,915.0300
LOCALIZED PROJECT COORDINATES
N.C. DOT BASELINE STATION
TYPE EASTSTATION NORTH
POT 10+00.00
10+69.10
11+27.81
11+71.23
12+18.68
502,881.2600 552,393.5440
502,887.6830 552,462.3470
502,893.0600 552,520.8050
502,897.0180 552,564.0440
502,901.4760 552,611.2850
12+69.88 502,906.0840 552,662.2840
POT 13+15.72 502,910.1290 552,707.9400
BL-2 502,875.5990 552,563.6500 11+68.89 1,925.1570
BL-4 502,915.0300 552,531.0240 11+40.59 1,925.3600
BL-3 502,889.2410 552,700.6530 13+06.62 1,927.9060
FINAL -L-
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
Point North East Station Elevation
BL-1 502,833.2550 552,351.9960 0+00.00 1,922.3740
SURVEY CONTROL SHEET
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FOR MONUMENT "BL-1"
WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF
NORTHING: 502,833.2550(ft) EASTING: 552,351.9960(ft)
ELEVATION: 1,922.3740(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 0.999806079
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"BL-1" TO -L- STATION 10+00.00 IS
N40°52'33"E 63.49'
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
3
SHEET NO.PROJECT REFERENCE NO.
14.102211
PO
T
Sta. 10
+00.0
010
PO
T
Sta. 13
+15.7
2
U.S. HWY 64
1905
1906
1907
1908
1908
1909
1910
1911
19121913
1914
1915
1915
19161917
19181919
1919
1919
19191920
1920
1920
1920
1920
19201921
1921
1921
1921
1922
19221922
1923
1923
1923
1924
1924
1924
308
1924.85309
1924.92
1925
1925
1925
1925
1925
1926
1926
1927
1927
1928
0.93 MILES TO NC HWY 69
0.16 MILES TO SR-1343
1929
18-
AP
R-2018 11:19
S:\
Dist3\
Clay\hayesville jack and bore\ne
w dgn to use\hayesville jack and bore\dgn\prop\dgn\planprofile_
Rdy_dsn.d
gn
jechastain
AT
DIV14-277129
18-
AP
R-2018 11:19
S:\
Dist3\
Clay\hayesville jack and bore\ne
w dgn to use\hayesville jack and bore\dgn\prop\dgn\planprofile_
Rdy_dsn.d
gn
jechastain
AT
DIV14-277129
pavement will be paid for at the lump sum price of "Grading".
borrow, fine grading, clearing and grubbing and removal of existing
Approximate quantities only. Unclassified excavation, shoulder NOTE:
J.B. STD. 840.3
1 O
R 840.3
2
G.D.I. FR
AM
E
WIT
H
TW
O
GR
ATES STD. 840.2
2
G.D.I. (N.S.) F
RA
ME
WIT
H
GR
ATE STD. 840.2
4
G.D.I. (N.S.) F
RA
ME
WIT
H
TW
O
GR
ATES STD. 840.2
4
SIZE A B
QU
AN
TITIE
S
FO
R
DR
AIN
AG
E
STR
UC
TU
RES
ENDWALLS
STATION
STR
UC
TU
RE
NO.
R.C.P.
.109
.079
.109
PER E
AC
H (0' TH
RU 5.0')
5.0' TH
RU 10.0'
10.0'
AN
D
AB
OVE
* TO
TA
L L.F. FO
R P
AY
QU
AN
TIT
Y S
HA
LL BE C
OL.
'A' + (1.3
X C
OL.'
B')
FR
OM
TO
TYPE OF GRATE
FE GC.B. STD. 840.0
1
OR STD. 840.0
2
ABBREVIATIONS
LO
CA
TIO
N (L
T,R
T,
OR C
L)
REMARKS
12" 15" 18" 24" 30" 36" 42" 48" 12" 36" 42" 48"
STANDARD 840.03
AND HOOD
FRAME, GRATES
CU. YDS.
OR GAUGE
THICKNESS
*FT.
LIN.
TO
P ELE
VA
TIO
N
INVERT ELE
VA
TIO
N
INVERT ELE
VA
TIO
N
SLO
PE C
RITIC
AL
OTHERWISE)
NOTED
(UNLESS
STD. 838.80
OR
STD. 838.11
STD. 838.01,C.B.
N.D.I.
D.I.
J.B.
M.H.
CATCH BASIN
NARROW DROP INLET
DROP INLET
JUNCTION BOX
MANHOLE
TRAFFIC BEARING DROP INLETT.B.D.I.
T.B.J.B. TRAFFIC BEARING JUNCTION BOX
G.D.I. GRATED DROP INLET
G.D.I. (N.S.)(NARROW SLOT)GRATED DROP INLET
48"42"36"30"24"18"15"
DR
OP IN
LET
CA
TC
H
BASIN
SEC
TIO
N
TR
AN
SITIO
NA
L
CO
NC
RETE
(RCP, CSP, CAAP, HDPE, or PVC)
DRAINAGE PIPE
CO
RR. STEEL ELB
OW
S
NO.
& SIZ
E
CO
NC.
CO
LLA
RS C
L. "B" C.Y. STD 840.7
2
CO
NC.
&
BRIC
K PIP
E PLU
G,
C.Y. STD. 840.7
1
PIP
E RE
MO
VA
L LIN.F
T.
DO
NO
T U
SE RC
P
DO
NO
T U
SE C
SP
DO
NO
T U
SE C
AAP
DO
NO
T U
SE
HD
PE
C.S. PIPE
15" 18" 24"
.064
.064
.064
.064
(CLASS III)
R.C. PIPE
12" 18" 24" 30" 36" 42" 48"15"
**" R.
C. PIP
E (C
LASS
V)
**" R.
C. PIP
E C
ULVERTS,
CO
NTR
AC
TO
R
DESIG
N
PIP
E
**" R.
C. PIP
E C
ULVERTS,
CO
NTR
AC
TO
R
DESIG
N
PIP
E
15" SID
E
DR
AIN
PIP
E
18" SID
E
DR
AIN
PIP
E
(CLASS IV)
R.C. PIPE
11+42.75 LT
RT
1 1922.84
1918.00 1909.311 2
D.I. STD. 840.14
OR STD. 840.15
80
11+34.97 2 1914.15
36"
WELD
ED
STEEL TRE
NC
HLESS IN
STA
LLA
TIO
N
3.4
3.4
W.S.P.
STD. 838.01 ENDWALL 3.4 C.Y. CONCRETE
STD. 838.01 ENDWALL 3.4 C.Y. CONCRETE
STATION
SUMMARY OF EARTHWORK
STATIONEXCAV.UNCL.
+%EMBANK. BORROW WASTE
SUBTOTALS:
11+05.00 11+64.48
SURVEY LINE
-L- 125
125
4/04/06
COMPUTED BY:
CHECKED BY: DATE:
DATE:
LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48" & UNDER)
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA
SUB-REGIONAL & REGIONALNOTE: Invert Elevations are for Bid Purposes only and shall not be used for project construction stakeout.
See "Standard Specifications For Roads and Structures, Section 300-5".
SHEET NO.PROJECT REFERENCE NO. SHEET NO.PROJECT REFERENCE NO.
3A14.102211
-L- POT STA 10+00.00
BEGIN PROJECT
-L- POT STA 13+15.72
END PROJECT
36"
WELD
ED
STEEL
TRE
NC
HLESS IN
STA
LLA
TIO
N
1
2
HW
HW
PROP. RIP RAP DITCH
'B' RIP RAP
F.F. & 8 TONS CLASS
7'W X 22'L W/ 12 S.Y.
STD. 838.01
STD. 838.01
80 LF
AROUND EACH PROP. ENDWALL
'B' RIP RAP SCOUR PROTECTION
**NOTE 1: PLACE 2 TONS CLASS
FLOWABLE FILL AND ABANDONED
TO BE FILLED WITH 15 C.Y.
**NOTE 2: EXIST. 79 LF 30" CMP
**SEE NOTE 2
BE ABANDONED
EXIST. 79 LF 30" CMP TO
SHEET NO.PROJECT REFERENCE NO.
8/17/99
18-
AP
R-2018 11:3
7S:\
Dist3\
Clay\hayesville jack and bore\ne
w dgn to use\hayesville jack and bore\dgn\prop\dgn\planprofile_
Rdy_dsn.d
gn
jechastain
AT
DIV14-277129
1885
1890
1895
1900
1905
1910
1915
1920
1925
1930
1935
1940
1945
1950
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
PLACING FILL MATERIAL
**INSTALL PRIOR TO
PERFORATED UNDERDRAIN
PROP. 20 LF 6"
80 LF 36" WELDED STEEL PIPE TRENCHLESS INSTALLATION
2:1
2:1
BL-3
BL-2
BL-4
BL-1
CLASS 'B' RIP RAP22 LF DITCH WITH
LC
-L- STA. 11+38.95
180 190 200
1950
1945
1940
1935
1930
1925
1920
1915
1910
1905
1900
1895
1890
1885
NC GRID
NAD 83 NA 2011
414.102211
FIL
LFIL
L
FILL
FIL
L
PO
T
Sta. 10
+00.0
010
PO
T
Sta. 13
+15.7
2
U.S. HWY 64
242
244
243
245
1905
1906
1907
1908
1908
1909
1910
1911
19121913
1914
1915
1915
19161917
19181919
1919
1919
19191920
1920
1920
1920
1920
19201921
1921
1921
1921
1922
19221922
1923
1923
1923
1924
1924
1924
1925
1925
1925
1925
1925
1926
1926
1927
1927
1928
0.93 MILES TO NC HWY 69
0.16 MILES TO SR-1343
1929
335
1952.23
-L- POT STA 10+00.00
BEGIN PROJECT
-L- POT STA 13+15.72
END PROJECT
GRAPHIC SCALE
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION
NO.TOTALSHEETS
N.C.SHEET
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
23-
AP
R-2018 13:4
4S:\
Dist3\
Clay\
DN00620
US64 Jack and
Bore\hayesville jack and bore\dgn\prop\title\title_
Rdy_dsn.d
gn
jechastain
AT
DIV14-277129
PLAN FOR PROPOSEDHIGHWAY EROSION CONTROL
Temporary Rock Sediment Dam Type A
Temporary Rock Sediment Dam Type B
Temporary Silt Fence
Roadway Standard Drawings
The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design
revison thereto are applicable to this project and by reference hereby are considered a part of
these plans.
Rock Pipe Inlet Sediment Trap Type A
EC-1
1634.01
1634.02
1635.01
1605.01
1630.01
Temporary Berms and Slope Drains
1606.01
1622.01
Special Sediment Control Fence
Riser Basin
1635.02 Rock Pipe Inlet Sediment Trap Type B
1604.01 Railroad Erosion Control Detail
1607.01 Gravel Construction Entrance
1630.05 Temporary Diversion
NATURAL RESOURCES DIVISION OF WATER QUALITY.
ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011
WITH THE REGULATIONS SET FORTH BY THE
THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY
1630.04 Stilling Basin
1630.03 Temporary Silt Ditch
1630.02 Silt Basin Type B
1630.06 Special Stilling Basin
1631.01 Matting Installation
1632.02
1632.01
Rock Inlet Sediment Trap Type B
Rock Inlet Sediment Trap Type A
1632.03 Rock Inlet Sediment Trap Type C
1633.01
1633.02 Temporary Rock Silt Check Type B
Temporary Rock Silt Check Type A
1640.01 Coir Fiber Baffle
1645.01 Temporary Stream Crossing
0
PLANS
2525 12.5 50
A.R. BROWN
LEVEL III
3771
LEVEL III CERTIFICATE #
WB
S
EL
EM
EN
T:
CO
NT
RA
CT:D
N00620
Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2018 and the latest
NC GRID
NAD 83 NA 2011
0.93 MILES TO NC HWY 69
1905
1906
1907
1908
1908
1909
1910
1911
19121913
1914
1915
1915
19161917
19181919
1919
1919
19191920
1920
1920
1920
1920
19201921
1921
1921
1921
1922
19221922
1923
1923
1923
1924
1924
1925
1925
1925
1925
1925
1926
1926
1927
1927
1928
1929
PO
T
Sta. 10
+00.0
010
PO
T
Sta. 13
+15.7
2
U.S. HWY 64
0.16 MILES TO SR-1343
TYPE OF WORK:& EROSION CONTROLTRENCHLESS PIPE INSTALLATION, FLOWABLE FILL PIPE ABANDONMENT, GRADING
ALONG US HWY 64 0.93 MILES WEST OF INTERSECTION WITH NC HWY 69
14.102211
LOCATION:
14.102211
CLAY COUNTY
SHEET NO.PROJECT REFERENCE NO.
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA
SITE DESCRIPTION
SOIL STABILIZATION TIMEFRAMES
STABILIZATION TIME
7 DAYS
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3:1 7 DAYSIF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
NONE
SLOPES 3:1 OR FLATTER 14 DAYS
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.
EC-214.102211
1606.01 1606.01
3 4 3 4
SP
ECI
AL
SE
DI
ME
NT
CO
NT
RO
L
FE
NC
ES
PE
CI
AL
SE
DI
ME
NT
CO
NT
RO
L
FE
NC
E
SEDIMENT CONTROL STONE
SEDIMENT CONTROL STONE
WATER FLOW
STEEL POST - 2 ft DEPTH
2:1
*DIMENSION
VARIABLE
RA
LEI
GH,
N.
C.
DI
VISI
ON
OF
HI
GH
WA
YS
DEP
T.
OF
TR
ANSP
OR
TA
TI
ON
NO
RT
H
CA
RO
LI
NA
ST
AT
E
OF
RA
LEI
GH,
N.
C.
DI
VI
SI
ON
OF
HI
GH
WA
YS
DE
PT.
OF
TR
AN
SP
OR
TA
TI
ON
NO
RT
H
CA
RO
LI
NA
ST
AT
E
OF
SHEET OF SHEET OF
EN
GLI
SH
ST
AN
DA
RD
DR
AWI
NG
FO
RE
NG
LI
SH
ST
AN
DA
RD
DR
AWI
NG
FO
R
2 ft
3 ft
‚ WIRE MESH
1 ft min
‚ WIRE MESH
1 ft min
2 ft
‚ WIRE MESH
D
D
D
DD
SPACE POST A MAXIMUM OF 3 FT.
POST 2 FT. DEEP MINIMUM.
INSTALL 5 FT. SELF FASTENER ANGLE STEEL
WITH 1/4 INCH MESH OPENINGS.
USE HARDWARE CLOTH 24 GAUGE WIRE MESH
CONTROL STONE.
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
GENERAL NOTES:
PROJECT REFERENCE NO. SHEET NO.
EC-314.102211
FILTER FABRIC
COMPACTED FILL
WIRE
NOTES
OF 6 LINE WIRES WITH 12" STAY
SPACING.
DIRECTED BY THE ENGINEER.
FILTER FABRIC
8"
4"
WIRE INTO TRENCH
EXTENSION OF FABRIC AND
8' MAX. WITH WIRE
(6' MAX. WITHOUT WIRE)
TE
MP
OR
AR
Y
SI
LT
FE
NC
ET
EM
PO
RA
RY
SI
LT
FE
NC
E
SHALL BE 12• GAUGE MIN.
MIDDLE AND VERTICAL WIRES
SHALL BE 10 GAUGE MIN.
TOP AND BOTTOM STRAND
RA
LEI
GH,
N.
C.
DI
VISI
ON
OF
HI
GH
WA
YS
DEP
T.
OF
TR
ANSP
OR
TA
TI
ON
NO
RT
H
CA
RO
LI
NA
ST
AT
E
OF
RA
LEI
GH,
N.
C.
DI
VI
SI
ON
OF
HI
GH
WA
YS
DE
PT.
OF
TR
AN
SP
OR
TA
TI
ON
NO
RT
H
CA
RO
LI
NA
ST
AT
E
OF
SHEET OF SHEET OF
EN
GLI
SH
ST
AN
DA
RD
DR
AWI
NG
FO
RE
NG
LI
SH
ST
AN
DA
RD
DR
AWI
NG
FO
R
1605.01 1605.01
STEEL POST - 2'-0" DEPTH
USE WIRE A MINIMUM OF 32"
IN WIDTH AND WITH A MINIMUM
USE FILTER FABRIC A MINIMUM
OF 36" IN WIDTH AND FASTEN
ADEQUATELY TO THE WIRE AS
PROVIDE 5'-0" STEEL POST OF THE
SELF-FASTENER ANGLE STEEL TYPE.
PROJECT REFERENCE NO. SHEET NO.
EC-3A
3A 43A 4
14.102211
3B 4 3B 4
1607.01 1607.01
7-06
7-06
GR
AV
EL
CO
NS
TR
UC
TI
ON
EN
TR
AN
CE
GR
AV
EL
CO
NS
TR
UC
TI
ON
EN
TR
AN
CE
RA
LEI
GH,
N.
C.
DI
VISI
ON
OF
HI
GH
WA
YS
DEP
T.
OF
TR
ANSP
OR
TA
TI
ON
NO
RT
H
CA
RO
LI
NA
ST
AT
E
OF
RA
LEI
GH,
N.
C.
DI
VI
SI
ON
OF
HI
GH
WA
YS
DE
PT.
OF
TR
AN
SP
OR
TA
TI
ON
NO
RT
H
CA
RO
LI
NA
ST
AT
E
OF
SHEET OF SHEET OF
EN
GLI
SH
ST
AN
DA
RD
DR
AWI
NG
FO
RE
NG
LI
SH
ST
AN
DA
RD
DR
AWI
NG
FO
R
NOTE: PLACE FILTER FABRIC BENEATH STONE
50 FT.
12 FT.
PUBLIC ROAD
CLASS "A" STONE
8 IN. MIN. DEPTH
BY THE ENGINEER.
7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED
BE DETERMINED BY THE ENGINEER.
6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO
MAINTENANCE.
PROVIDE FREQUENT CHECKS OF THE DEVICE AND TIMELY
ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT
CLEANED UP IMMEDIATELY.
4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
BY ALL CONSTRUCTION VEHICLES.
2. LOCATE ENTRANCE(S) TO PROVIDE FOR UTILIZATION
TRUCKS.
1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
NOTES:
PROJECT REFERENCE NO. SHEET NO.
WBS: ??? EC-3B
-L- POT STA 10+00.00
BEGIN PROJECT
-L- POT STA 13+15.72
END PROJECT
SPECIAL SEDIMENT CONTROL FENCE
D
D
SPECIAL SEDIMENT CONTROL FENCE
DD
D
D
TEMPORARY SILT FENCING
ENGINEER
USED IF DIRECTED BY
WATTLES WITH PAM TO BE
SEEDED AND MULCHED,
AREAS AND SLOPES WILL BE
**NOTE: ALL EXPOSED
D
GRAVEL CONSTRUCTION ENTRANCE
SHEET NO.PROJECT REFERENCE NO.
14.102211 EC-4
PO
T
Sta. 10
+00.0
010
PO
T
Sta. 13
+15.7
2
U.S. HWY 64
1905
1906
1907
1908
1908
1909
1910
1911
19121913
1914
1915
1915
19161917
19181919
1919
1919
19191920
1920
1920
1920
1920
19201921
1921
1921
1921
1922
19221922
1923
1923
1923
192419
24
1924
1925
1925
1925
1925
1925
1926
1926
1927
1927
1928
0.93 MILES TO NC HWY 69
0.16 MILES TO SR-1343
1929
1
2
HW
HW
PROP. RIP RAP DITCH
'B' RIP RAP
F.F. & 8 TONS CLASS
7'W X 22'L W/ 12 S.Y.
STD. 838.01
STD. 838.01
AROUND EACH PROP. ENDWALL
'B' RIP RAP SCOUR PROTECTION
**NOTE 1: PLACE 2 TONS CLASS
**SEE NOTE 2
BE ABANDONED
EXIST. 79 LF 30" CMP TO
PLACING FILL MATERIAL
**INSTALL PRIOR TO
PERFORATED UNDERDRAIN
PROP. 20 LF 6"
BL-3
BL-2
BL-4
BL-1
NC GRID
NAD 83 NA 2011
**SEE NOTE 2
CONCRETE PLUG
AND ABANDONED
WITH 15 C.Y. FLOWABLE FILL
EXISTING PIPE TO BE FILLED
PLUG TO EXIST. 79 LF 30" CMP.
**NOTE 2: INSTALL CONCRETE
FIL
LFIL
L
FILL
FIL
L
