HomeMy WebLinkAbout20210209 Ver 1_Design Plans_20210203(215 LakeEXISTING R/W
EXISTING R/W
PONDPRIVATE R/WPRIVATE R/WSORRELLS CREEK
SORRELLS CREEK
LITTLE EAST FORK PIGEON RIVER
EXISTING R/W
EXISTING R/W
EXISTING R/
W
EXISTING R/
W
VICINITY MAP
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PROJECT LENGTH
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
GRAPHIC SCALES HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
4/5/2019R:\Roadway\Proj\17BP.R177_Rdy_tsh.dgnUSHC04407CONTRACT:TIP PROJECT:ARTMEN
N ASO
H
DEPT
O
F TRA S PORTTIONTATEOFNRTCAR
O
LI
NA25 5050
25 5050
5 1010
0
0
0
PROFILE (HORIZONTAL)
PLANS
PROFILE (VERTICAL)
0
00
100
100
20
=ADT
=
LOCATION
PROJECT
-L-
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
434 Fayetteville Street, Suite 1500 Raleigh, NC 27601
License No. F-0891
Tel. (919) 836-4040 www.wsp-pb.com
1240
BRANCH RD.
SCH. HOUSE
1129
FORK RD.
LITTLE EAST
National
Pisgah
=
=
=V
=ADT
17BP.14.R.177
17BP.14.R.177 HAYWOOD COUNTY
REPLACEMENT OF BRIDGE No. 237
OVER SORRELLS CREEK
ON SR 1129 (LITTLE EAST FORK RD)
LENGTH ROADWAY PROJECT 17BP.14.R.177
LENGTH STRUCTURE PROJECT 17BP.14.R.177
TOTAL LENGTH PROJECT 17BP.14.R.177
2015
17BP.14.R.177 N/A PE
DIVISION 14 BRIDGE PROGRAM MANAGER
850 VPD
BEGIN CONSTRUCTION
BEGIN CONSTRUCTION
END BRIDGE
BEGIN BRIDGE
NO OUTLET
SR 1129
SORRELLS CREEK
WSP
RONYELL THIGPEN, PE
HOLLY CHRISTENBURY, PE
SUB-REGIONAL TIER
GRADING, DRAINAGE, PAVING, TRAFFIC CONTROL,
BRIDGE AND RETAINING WALL
BEGIN TIP PROJECT 17BP.14.R.177
END TIP PROJECT 17BP.14.R.177
PIGEO
N RIVER
LITTLE EAST FORK
-DR1--DR2-30 MPH
DHV
D
T
2035
NA %
NA %
6 %
SR 1240BRANCH RDSCHOOL HOUSE
LITTLE EAST FORK ROAD
850 VPD
-L- STA. 10+70.00
-L- STA. 19+51.00
-DR1- STA. 11+70.00
-DR2- STA. 11+72.00
-L- STA. 14+73.70
-L- STA. 15+26.30
4
= 0.157 MI
= 0.010 MI
= 0.167 MI
17BP.14.R.177 N/A ROW & UTILITY
65% SUBMITTAL PLANS
See Sheet 1A For Index of Sheets (Not Included)
See Sheet 1B For Symbology Sheet
TO THE LIMITS ESTABLISHED BY METHOD II.
CLEARING ON THIS PROJECT SHALL BE PERFORMED
NO CONTROL OF ACCESS ON THIS PROJECT.
NO MUNICIPAL BOUNDARIES ON THIS PROJECT.
ADAM DOCKERY
RIGHT OF WAY DATE:
LETTING DATE:
NCDOT CONTACT:
FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
PREPARED IN THE OFFICE OF:
2018 STANDARD SPECIFICATIONS NAD
8
3
17BP.14.R.177
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
;zvW
K
Proposed 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
}Tp
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 Line
A/G Gas
Above Ground Water Line
Above Ground Sanitary Sewer A/G Sanitary Sewer
MISCELLANEOUS:
Utility Pole O
F
S
3
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
?
CONC
CONC WW
vvDrainage 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 BECM
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.
1B
Abandoned According to Utility Records
WLB
EAB
EPB
R
W
R
W
R
W
C
A
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
Jurisdictional Stream JS
Buffer Zone 1
Buffer Zone 2
BZ 1
BZ 2
Wetland
TUE
DUE
AUE
CRProposed Curb Ramp
CONVENTIONAL PLAN SHEET SYMBOLS
Underground Storage Tank, Approx. Loc.
Geoenvironmental Boring
C
A
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
UST
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 Easement12/2/2016Computed Property Corner
RIGHT OF WAY & PROJECT CONTROL:
New Right of Way Line with Pin and Cap
REVISIONS ROADWAY DESIGN
ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.4/5/2019R:\Roadway\Proj\17BP.R177_Rdy_typ.dgnUSHC044078/17/99BRIDGE TYPICAL SECTION
U
L
E2
C -L-
MIN.
3"
E2
MIN.
3"
C3
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0891
www.wspgroup.com
434 Fayetteville Street Suite 1500
Raleigh, NC 27601 - 919.836.4040
17BP.14.R.177
0.02 FT/FT
GRADE
POINT
GRADE TO THIS LINE
5
GROUND
EXISTING
2’
8"
15’-0"
TYPICAL SECTION NO.
CL
2’
J
C1 C1
-L- STA. 14+73.70 TO STA. 15+26.30
2
GRADE
POINT
CL
3’
U
C1
T
GROUND
EXISTING
VARIES FT/FT VARIES FT/FT SEE X-SECTIONSVAR. 2:1 MAXGROUND
EXISTING
10’-0"10’-0"
E1
-L-
-L- STA. 10+95.00 TO STA. 14+73.70 (BEGIN BRIDGE)
-L- STA. 15+26.30 (END BRIDGE) TO STA. 16+91.41
EARTH MATERIAL.T
EXISTING PAVEMENT.U
PAVEMENT SCHEDULE
AT AN AVERAGE RATE OF 570 LBS. PER SQ. YD.
PROP. APPROX. 5" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,
E1
C2
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A,
AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. IN EACH OF TWO LAYERS.
WEDGING (SEE DETAIL THIS SHEET).W
THAN 1" IN DEPTH.
BE PLACED IN LAYERS NOT LESS THAN 1" IN DEPTH OR GREATER
AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH TO
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A,
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,
AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH TO
THAN 5" IN DEPTH.
BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATERE2
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
-DR2- STA. 10+10.00 TO STA. 11+72.00
MILLING DETAIL FOR PROFILE CONNECTIONS
C1C1
MILLED 1 1/2"
PAVEMENT
EXISTING
U
TYING PROPOSED PAVEMENTS TO EXISTING PAVEMENTS
THE ENGINEER
AS DIRECTED BY
VARIES
MIN.
3"
E2
WEDGING DETAIL
C1
C3
C3
C2
PROP. 8" AGGREGATE BASE COURSE.J
4
-DR1- STA. 10+10.00 TO STA. 11+70.00
TYPICAL SECTION NO.
PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A,
8’
4:1
GROUND
EXISTING
GRADE
POINT
GRADE TO THIS LINE
GROUND
EXISTING
2’
8"
10’-0"
CL
2’
JGROUND
EXISTING
GROUND
EXISTING
1
GRADE
POINT
CL
U
GROUND
EXISTING
VARIES FT/FT VARIES FT/FT
EXISTING
MATCH
EXISTING
MATCH
MILL -L- STA. 10+70.00 TO STA. 10+95.00
-L-
TYPICAL SECTION NO.
GROUND
EXISTING
V
CI
SHOULDER BERM GUTTERR1
-DR2-
-DR1-
CL
9 SLABS @ 3’-0" = 27’
12’-5"12’-5"
GRADE
POINT
0.02 FT/FT 0.02 FT/FT
C1 C1
24’-10"
AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD.
U
CL
10’-0"
VARIES FT/FT
-L-
C1
R1
2’-4"
SHOULDER BERM GUTTER
DETAIL A RETAINING WALL-L- STA. 15+42.77 TO 15+97.00 (LT)
3’-0"
ALL SLOPES ARE 1:1 UNLESS OTHERWISE NOTED.1.
NOTES:
-L- STA. 19+26.00 TO STA. 19+51.00
VARIES FT/FT
3.5"6.5"
U
CL
10’-0"
VARIES FT/FT
-L-
C1
R1
2’-4"
SHOULDER BERM GUTTER
DETAIL B
-L- STA. 15+97.00 TO 16+05.00 (LT)
3’-0"
GROUND
EXISTING
TYPICAL SECTION NO.
(USE IN CONJUNCTION WITH DETAIL A, B)
2:12:12:12:1
2:1SEE X-SECTIONS
VAR.4:!
SEE X-SECTIONSVAR. 2:1 MAXGROUND
EXISTING
3’8’
2A-1
GRADE TO THIS LINE
VARIES
T
T
T
T
3
GRADE
POINT
CL
3’
T
GROUND
EXISTING
VARIES FT/FT VARIES FT/FT SEE X-SECTIONSVAR. 2:1 MAXGROUND
EXISTING
10’-0"10’-0"
E1
-L-
C2
8’
4:1
TYPICAL SECTION NO. SEE X-SECTIONS
VAR.4:!
SEE X-SECTIONSVAR. 2:1 MAXGROUND
EXISTING
3’8’
GRADE TO THIS LINE
VARIES
E1 T
C2
-L- STA. 16+91.41 TO STA. 18+18.12
-L- STA. 18+18.12 TO STA. 19+26.00
-L- STA. 15+31.23 TO 15+48.08 (RT)
GUARDRAIL SUMMARY
"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL.
TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.
FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL.
W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL.
LENGTH
SHOP
CURVED
DOUBLE
FACED
WARRANT POINT
APPROACH
END
TRAILING
END
DIST.
FROM
E.O.L.
TOTAL
SHOUL.
WIDTH
FLARE LENGTH
APPROACH TRAILING APPROACH TRAILING
END END END END
W ANCHORS
REMARKS
"N"
STRAIGHT
BEG. STA.END STA.LOCATION
XI
MOD
M-350 XIII VI
MOD
BICCAT-16/21/00AT-1
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
TYPE 350
ATTENUATOR
IMPACT
GUARDRAIL
FACED
SINGLE
GUARDRAIL
EXISTING
REMOVE
GUARDRAIL
EXISTING
STOCKPILE
AND
REMOVE
EA G NG
G = GATING IMPACT ATTENUATOR TYPE 350
NG = NON-GATING IMPACT ATTENUATOR TYPE 350
COMPUTED BY:
CHECKED BY:DATE:
DATE:
SHEET NO.PROJECT REFERENCE NO.4/5/2019R:\Roadway\Proj\17BP.R177_RDY_PSH_3B1.dgnUSHC04407SAY:
GRAND TOTALS:
STATION
SUMMARY OF EARTHWORK
STATION
(CY)
EXCAV.
UNCL.
(CY)
BORROW
(CY)
WASTE
251
LINE
TYPE
III
207
PRICE FOR "GRADING."
OF EXISTING PAVEMENT WILL BE PAID FOR AT THE CONTRACT LUMP SUM
EXCAVATION, FINE GRADING, CLEARING AND GRUBBING, AND REMOVAL
APPROXIMATE QUANTITIES ONLY. UNCLASSIFIED EXCAVATION, BORROW
NOTE:
3B-1
4
4
PROJECT TOTALS
EST 5% TOPSOIL FOR BORROW PITS
1
2
2
15+24.41 -L-19+26.00 -L-
44
(CY)
+%
EMBANK.
37.5’
37.5’
12.5’SUBTOTAL
TOTALS
SAY
AT-1 (2 x 6.25)=
LESS DEDUCTIONS
50’
12.5’
SUBTOTAL
18.75’
RT
LT
14+69.66
14+84.00-L-
-L-
14+45.76
14+18.66
2’-5"6’-0"
6’-0"25’-0"
25’-0"
0’-6"
0’-6"
ADDITIONAL GUARDRAIL POSTS = 5
STATIONSTATIONLINE
-L-15+42.77 (LT)
TOTAL:
SAY:
FT
LENGTH
11+70.00 -DR1-10+10.00 -DR1-
10+10.00 -DR2-11+72.00 -DR2-
SUBTOTAL 1:
14
17BP.14.R.177
10+95.00 -L-14+74.41 -L-385
2076501304
1304 650
WASTE USED FOR BORROW -207
6501304
1310
SHOULDER BERM GUTTER SUMMARY
79.08
15+30.34-L-16+39.66 LT
-L-15+16.00 15+49.68 RT
TYPE III (4 x 18.75)=
1
1
1 1
2
2
1
1
H. CHRISTENBURY, PE
16+05.00 (LT)62.23
80
75’
50’
18.75’31.25’
25’
50’
125’
1
GREU
TL-2
2’-5"
2’-5"
2’-5"
6’-0"
6’-0"
14+82.20 BRIDGE
15+16.61 BRIDGE
14+66.61 BRIDGE
15+32.20 BRIDGE
3-27-2019
268
268762 494
113
861
0
-207
654
654
106.25’
200’
75’
75’
117
99
-L-15+31.23 (RT)15+48.08 (RT)16.85
GREU TL-2 (2 x 25)=
CANOP
YWD
R
AIL
F
E
N
C
E WD FE
NCE
WD FENCEG
R
SOILT
ROCK
T
A
N
KS
E
P
TI
C
APPR
O
X. DR
AIN FIELD
PILE
ROCK
PILE
ROCK
WALL
ROCK
15" CMP
15" CMP
EXISTING R/W
EXISTING R/W
EIP
EIP
EIP
EIP
NAIL
NAIL
GPS-101
REFERENCE MONS.
FOREST SERVICE
EIP
EIP
R
/
R SPIK
ES
3
7
3
6
’
4
9
" W2
8
8.
0
0
’S 1359’07" E279.99’
SPLIT RAIL
REC. CENTER1 S FTENT SITES
S 4625’26" E
59.83’
S 4109’17" E
61.48’S
0
1
12’3
3" E3
9.6
6’S
19
1
0
’0
3
" E
8
8
.
5
8
’S
0
0
5
8’4
7" E8
0
2.5
9’S 7909’56" W79.26’S 8253’10" W76.81’26.73’
S 8238’04" W
36.87’N 8957’18" E504.20’32.15’S 4137’58" E
198.51’N 4742’05" E57.65’N 4718’01" E36.73’N 7348’22" E240.88’N 7340’31" E82.97’INV=3144.23’
INV=3144.98’
15"
C
MP IN
V
=3109.17’I
NV=3108.34’24" CMP
WD SHED
COLUMNSCONC
SOIL
SIGN SIGN
SIGN
SIGN
SIGN
SIGN
SPLIT RAIL
SIGN
ROCK
SAT. DISH
BD1
BD2 BD3
BD4
NE1
SE1
E1
W1
NW1
SW1
SPIKE IN BASE OF 18" OAK
-BL- STA. 9+61.39 38.18’ RT.
BM #1 ELEV. 3137.70’
NAIL IN BASE OF 8" POPLAR
-BL- STA. 9+93.76 37.39’ LT.
BM #2 ELEV. 3132.21’
2
3
4
5
6
7
8
9
10
11
12
DB 570 PG 1705
CRISTINE MARSHALL
DB 480 PG 92
BL-1 BL-2POND
SOILS 1233’52" E128.26’49.89’S 8602’15" E112.81’N 5648’45" E74.29’N 4038’55" E
4.52’SOIL69.85’
N 7339’06" E
29.49’
N 3538’59" E
32.36’
S 3758’45" W
DB 480 PG 92
DANIEL BOONE COUNCIL, INC.,BOY SCOUTS OF AMERICA
DB 467 PG 1924
BETTY S. PEARSON
DB 702 PG 1887
DB 790 PG 938
WILLIAM J. WHITE
JULIO DELANOY, ET AL
DB 734 PG 2449
HIGHLANDS DEVELOPMENT GROUP, LLC
45.00’PRIVATE R/WPRIVATE R/W8"
PVC
8" PVC
SIGN
SORRELLS CREEK
SORRELLS CREEK
LITTLE EAST FORK PIGEON RIVER
LITTLE EAST FORK RD.
SR 1129 18’ BST
0.83 MI. T
O SR 1240
SC
H
O
OL
H
O
USE BR
A
NC
H R
D.
3158.84’
O/H WIRE ELEV.
GPS-100
45.00’0.
5
6
’45.00’EXISTING R/W
EXISTING R/W
INV=3114.61’
INV=3116.23’
INV=3125.43’
INTAKE
INV=3125.64’
INV=3127.76’45.00’EXISTING R/
W
EXISTING R/
W
ROCK
SILO
SILO
B
AT
H
H
O
USE
WALL
ROCK
BOY SCOUTS OF AMERICA
DANIEL BOONE COUNCIL, INC.,
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4/5/2019R:\Roadway\Proj\17BP.R177_Rdy_psh_04.dgnUSHC044078/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
434 Fayetteville Street Suite 1500
Raleigh, NC 27601 - 919.836.4040
LICENSE NO. F-0165
www.wsp.com
15" 15"
15" RCP-III
GRADE TO DRAINGRADE TO DRAIN
Flatter4:1 or
D2:1( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 18+00 TO STA. 19+50 RT
DETAIL B
Min. D= 1 Ft.
Ground
Natural Slope
Ditch
Front
DRAIN
GRADE TO
REMOVE15"
FLOWABLE FILL
GRADE TO DRAIN
DRAIN
GRADE TO 2:1D Flatter4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 15+75 TO STA. 18+00 RT
FROM -L- STA. 14+50 TO STA. 15+00 LT
FROM -L- STA. 11+50 TO STA. 12+10 LT
DETAIL A
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= Class A Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile
24" RCP-IVTO DRAIN
DAM GRADE
AND EARTHEN
8" PVC PIPE
REMOVE INTAKE,
( Not to Scale)
RIP RAP AT EMBANKMENT
STA. 18+16 LT
STA. 16+03 LT
STA. 15+00 LT
STA. 12+32 RT
DETAIL C
Grade
Ditch
18"
GEOTEXTILE
Geotextile= 25 sy (each)
Type of Liner= 14 TONS,CL I Rip-Rap (each)
10’min.
1.0’min.9.1’9.1’.005.013.01.03.01.02.0322’.03.00.03.02.01.03.02.01.00.01.02.04.03.02.01.00.01.02.02.066.03.06.04.05.0416’EXISTEX IST9.2’9.2’10’10’10’10’STA. 16+05.00
STA. 15+42.18 TO
SBG
STA. 15+97.00
RETAINING WALL
END
STA. 15+47.66
RETAINING WALL
BEGIN
10’
15’+83.02.02.01+26.31
6’+9416’+0316’+78C
C
C F
C
F
F
C
F
F
F
F
C C C C
C
F
F
C
C
F
F
C
CFCF
F
F
F
C
1
2
3
4
5
3
22.50
30.00
+95.00
30.00
+97.88
30.00
+98.73
30.00
+94.88
30.00
40.00
+70.00
70.00
+50.00
49.37
+93.21
22.5
30.00
+25.09
30.00
+61.59
30.00
+29.47
50.00
+95.00
30.00
+50.00
-DR1-
50.00
+20.00
15.00
+75.00
-DR1-
51.25
+75.00
75.00
28.68
+15.00 80.00
31.80
+50.00
41.41
70.00
+25.00
47.08
+05.00
50.00
+60.00
120.00
+60.00
20.00
+40.00
-DR2-
20.00
+80.00
-DR2-
20.00
+40.00
-DR2-
20.00
+80.00
-DR2-
58.38
+41.15
42.50
+67.00
61.00
+28.00
30.00
+06.00
PI Sta 10+99.18
D
L = 197.88’
T = 99.18’
R = 1,145.92’
PI Sta 13+46.89
D
L = 96.15’
T = 48.16’
R = 681.00’
PI Sta 18+46.38
D
L = 163.50’
T = 84.79’
R = 250.00’
-L- STA. 19+51.00
END TIP PROJECT 17BP.14.R.177
PI Sta 20+44.44
D
L = 126.88’
T = 63.53’
R = 1,000.00’101520
DS = 30 MPH
e= 3%
Lr = 48’
DS = EXISTING
-L- STA. 10+95.00
BEGIN GRADE
-L- STA. 19+26.00
END GRADE
-L- CURVE DATA
-L- PC Sta. 10+00.00
-L- PT Sta. 11+97.88-L- PT Sta. 13+94.88-L- PT Sta. 21+07.80-L - P T Sta. 19+25.09-L- PC Sta. 17+61.59-L - P C Sta. 19+80.91
-L- STA. 10+70.00
BEGIN TIP PROJECT 17BP.14.R177
10
PI Sta 10+51.83
D
L = 43.57’
T = 26.64’
R = 30.00’
-DR1- CURVE DATA
PI Sta 10+64.76
D
L = 50.94’
T = 30.27’
R = 37.50’
PI Sta 11+31.51
D
L = 74.48’
T = 46.09’
R = 50.00’
-DR2- CURVE DATA
-DR1- POT Sta. 12+01.12
-DR2- PRC Sta. 10+85.42
-DR1- PT Sta. 10+68.76
-DR1- PC Sta. 10+25.18-L- PC Sta. 12+98.73
-DR1- POT Sta. 10+00.00
-L- POT Sta. 14+36.77 =
-DR2- PC Sta. 10+34.49
-DR2- POT Sta. 10+00.00
-DR2- POT Sta. 11+83.42
-DR2- PT Sta. 11+59.90
-L- POT Sta. 15+59.25 =
DS = 30 MPH
e= 4%
Lr = 64’
DS = EXISTING
4
BRIDGE WIDTH
AND SHOULDERS IN RELATION TO PROPOSED
SKETCH SHOWING DIMENSION OF PAVEMENT
PAVED SHOULDER
-L- STA. 14+73.70
BEGIN BRIDGE
-L- STA. 15+37.00
END APPROACH SLAB
27’RDWY
CLEAR
24’-10"10’10’ 17BP.14.R.177
TYPE III
-L- STA. 14+63.00
BEGIN APPROACH SLAB
-L- STA. 15+26.30
END BRIDGE
R=20’
R=20’
AT-1
R=15’
GREU TL-2
GREU TL-2
PAVED SHOULDER
INCIDENTAL MILLING
AT-1 NAD
8
3/ 2
0
11
WALL
RETAINING
R=15’
TYPE III
(TYP.)
2’-5" PS
SEE SHEET 5 FOR -DR2- PROFILE
SEE SHEET 5 FOR -DR1- PROFILE
SEE SHEET 5 FOR -L- PROFILE
PAVEMENT REMOVAL
-DR2- POT STA. 10+00.00
-L- POT STA. 15+59.25=
-DR1- POT STA. 10+00.00
-L- POT STA. 14+36.77=
+05
END SBG
+87+92+12EXCAVATION HATCHING
DITCH IN SW QUADRANT.
REMOVE AND REPLACE FENCE TO BACK OF CUT
DO NOT DISTURB SILO’S DURING CONSTRUCTION
NOTE:
1
8" RCP-I
V
TB 2GI
EST 42 SY GF
EST 16 TONS
LINE w/ CLASS A RIPRAP
EST 34 SY GF
EST 13 TONS
LINE w/ CLASS A RIPRAP
EST 51 SY GF
EST 19 TONS
SEE DETAIL A
STA 11+50 TO 12+10 -L- LT
SPECIAL CUT DITCH
EST 42 SY GF
EST 16 TONS
SEE DETAIL A
STA 14+50 TO 15+00 -L- LT
SPECIAL CUT DITCH
FLUME
CONCRETE
INSTALL
SEE DETAIL B
STA 18+00 TO 19+50 -L- RT
SPECIAL CUT DITCH
EST 102 SY GF
EST 38 TONS
LINE w/ CLASS A RIPRAP
EST 200 SY GF
EST 75 TONS
SEE DETAIL B
18+00 -L- RT
STA 15+75 TO
SPECIAL CUT DITCH
EST 12 SY GF
EST 11 TONS
SEE DETAIL C
EMBANKMENT
RIPRAP AT
500 CU YD
TO EL 3120’
EXCAVATE AND GRADE
EST 10 SY GF
EST 8 TONS
AT EMBANKMENT
CLASS I RIPRAP
EST 10 SY GF
EST 8 TONS
AT EMBANKMENT
CLASS I RIPRAP
EST 20 SY FF
EST 12 TONS
AT EMBANKMENT
CLASS I RIPRAP
0401
0402
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4/5/2019R:\Roadway\Proj\17BP.R177_Rdy_pfl_05.dgnUSHC04407DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
434 Fayetteville Street Suite 1500
Raleigh, NC 27601 - 919.836.4040
LICENSE NO. F-0165
www.wsp.com
EL. 3154.77’
BEGIN GRADE
-L- Sta. 10+95.00
-L- Sta. 10+70.00
BEGIN TIP PROJECT 17BP.14.R.177
EL. 3108.51’
END GRADE
-L- Sta. 19+26.00
-L- Sta. 19+51.00
END TIP PROJECT 17BP.14.R.177
GRADE
PROPOSED
GROUND
EXISTING
PI = 11+83.00
EL = 3,150.02’(-)5.4000%(-)6.6152%
VC = 150’
K = 123
PI = 13+80.00
EL = 3,136.99’(-)6.6152%(-)4
.
7
5
0
0%
VC = 160’
K = 86
PI = 16+45.00
EL = 3,124.40’(-)4
.
7
5
0
0%
(
-
)7.1662%
VC = 200’
K = 83
PI = 18+35.00
EL = 3,110.78’
(
-
)7.1662%
(-)2
.5000%
VC = 180’
K = 39
DS = 55 MPH
DS = 45 MPH
DS = 45 MPH
DS = 30 MPH
-L- Sta. 14+73.70
BEGIN BRIDGE
-L- Sta. 15+26.30
END BRIDGE
EL. 3134.26’
BEGIN GRADE
-DR1- Sta. 10+10.00
EL. 3130.86’
END GRADE
-DR1- Sta. 11+70.00
GRADE
PROPOSED
GROUND
EXISTING
PI = 11+40.00
EL = 3,132.51’
(-)1.3427%(-)5.5026%
VC = 40’
K = 10
EL. 3128.26’
BEGIN GRADE
-DR2- Sta. 10+10.00 EL. 3135.53’
END GRADE
-DR2- Sta. 11+72.00
GROUND
EXISTING
GRADE
PROPOSED
PI = 10+33.00
EL = 3,128.25’
(-)0.0500%
PI = 11+52.00
EL = 3,136.53’
(+)6.9557%(-)5.
0
00
0%
VC = 40’
K = 6 VC = 40’
K = 3
5
10 11 12 13 14
-L-
15 16 17 18
10 11
17BP.14.R.177
3,100
3,110
3,120
3,130
3,140
3,150
3,160
3,100
3,110
3,120
3,130
3,100
3,110
3,120
3,130
3,140
3,100
3,110
3,120
3,130
3,140
BM#1 ELEVATION = 3137.70’
N 623576 E 838815
SPIKE IN BASE OF 18" OAK
L STATION 13+52.16 53.6868 RT
BM#2 ELEVATION = 3132.21’
N 623570 E 838733
NAIL IN BASE OF 8" POPLAR
L STATION 13+91.28 18.5243 LT
-DR2-
-DR1-
10 11 12 12
19 20 21
SHEET NO.
INDEX OF SHEETS
SHEET NO.TITLE
APPROVED:
DATE:
TITLE SHEET, VICINITY MAP AND INDEX OF SHEETS
ROADWAY STANDARD DRAWINGS AND LEGEND
02/08/16
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
TRANSPORTATION MANAGEMENT PLAN
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSTRAFFIC CONTROL PROJECT ENGINEER
TRAFFIC CONTROL PROJECT DESIGN ENGINEER
STATE TRAFFIC MANAGEMENT ENGINEER
TRAFFIC CONTROL DESIGN ENGINEER
N.C.D.O.T. W ORK ZONE TRAFFIC CONTROL
PHONE: (919) 814-5000 FAX: (919) 771-2745
750 N. GREENFIELD PARKWAY, GARNER, NC 27529 (DELIVERY)
1561 MAIL SERVICE CENTER (MSC) RALEIGH, NC 27699-1561
DEPARTE
N
OF ANSPORTA TIONTAE
OF NORT
H
ROL
NA
WORK
Z
ONE TRAFFIC
CONTROLDIVISION OF
HI
GHW
A
YS
T
S CAI
M
TTR
WORK ZONE SAFETY & M OBILITY
ONFOETATS
DEPARTMENT
OF TRANSPORTATIONANIL
ORACHTR
NFO
ETATSDEP
ART
ME
N
TOFRATNSPOR TATIONANILORA
C
HTRO
"from the M OUNTAINS to the COAST"
TEMPORARY TRAFFIC CONTROL PHASE I
TEMPORARY TRAFFIC CONTROL PHASE II
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
1001 Morehead Square Dr.
Suite 610
Charlotte NC, 28203
NC LIC. NO. F-0165
TMP-2
GENERAL NOTES AND WRITTEN PHASING
TMP-4
TMP-5
-L- STA. 19+51.00
TMP-1
TMP-3
TMP-1
END PROJECT
PROJECT: 17BP.14.R.177HAYWOOD COUNTY
TMP-6 TEMPORARY TRAFFIC CONTROL PHASE III
SR 1129 (LITTLE EAST FORK RD)
SORRELLS CREEK
-L- STA. 10+70.00
BEGIN PROJECT
LEGENDROADWAY STANDARD DRAWINGS
TITLESTD. NO.
PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C.,
FLAGGER
TRAFFIC CONTROL DEVICES
CONE
DRUM
STATIONARY SIGN
PORTABLE SIGN
CHANGEABLE MESSAGE SIGN
STATIONARY OR PORTABLE SIGN
SKINNY DRUM
BARRICADE (TYPE III)
TEMPORARY SIGNING
LAW ENFORCEMENT
TEMPORARY CRASH CUSHION
DIRECTION OF TRAFFIC FLOW
NORTH ARROW
GENERAL
EXIST. PVMT.
PROPOSED PVMT.
DIRECTION OF PEDESTRIAN TRAFFIC FLOW
WORK AREA
DRAWINGS & LEGEND
ROADWAY STANDARD
THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" -
ARE CONSIDERED A PART OF THESE PLANS:
1150.01 FLAGGING DEVICES
1135.01 CONES
1130.01 DRUM
1110.02 PORTABLE WORK ZONE SIGNS
1110.01 STATIONARY WORK ZONE SIGNS
1101.11 TRAFFIC CONTROL DESIGN TABLES
1101.02 TEMPORARY LANE CLOSURES
FLASHING ARROW BOARD
TRUCK MOUNTED ATTENUATOR (TMA)
1101.01 WORK ZONE ADVANCE WARNING SIGNS
TMP-2
TEMPORARY PAVEMENT MARKING
PAINT (4")
PA WHITE SOLID EDGE LINE
1180.01 SKINNY-DRUM
1205.01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS
1205.02 PAVEMENT MARKINGS - TWO-LANE AND MULTI-LANE ROADWAYS
1205.04 PAVEMENT MARKINGS - INTERSECTIONS
1170.01 POSITIVE PROTECTION
1145.01 BARRICADES - TYPE III
DATED JANUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY
1205.12 PAVEMENT MARKINGS - BRIDGES
TEMPORARY PAVEMENT
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
17BP.14.R.177
SHEET NO.PROJ. REFERENCE NO.
DEPARTE
N
OF ANSPORTA TIONTAE
OF NORT
H
ROL
NA
WORK
Z
ONE TRAFFIC
CONTROLDIVISION OF
HI
GHW
A
YS
T
S CAI
M
TTR
APPROVED:
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MANAGEMENT PLANS
TRANSPORTATION
TMP-3
CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL
DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE NOT ATTAINABLE
TO MEET FIELD CONDITIONS OR RESULT IN DUPLICATE OR UNDESIRED
OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING,
SUPPLEMENTING, COVERING, OR REMOVAL OF DEVICES AS DIRECTED BY THE
ENGINEER.
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF
THE CONSTRUCTION PROJECT EXCEPT WHEN OTHERWISE NOTED IN THE PLAN
OR DIRECTED BY THE ENGINEER.
LANE AND SHOULDER CLOSURE REQUIREMENTS
A) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING
PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO
LONGER NEEDED OR AS DIRECTED BY THE ENGINEER.
B) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN
OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY
STANDARD DRAWING NO. 1101.04 UNLESS THE WORK AREA IS PROTECTED BY
BARRIER OR GUARDRAIL OR A LANE CLOSURE IS INSTALLED.
C) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER
ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5 FT OF AN
OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY
STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY
BARRIER OR GUARDRAIL.
WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER
ADJACENT TO A DIVIDED FACILITY AND WITHIN 10 FT OF AN OPEN
TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY
STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY
BARRIER OR GUARDRAIL.
D) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL
OF AN UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE ACCORDING TO
THE TRAFFIC CONTROL PLANS, ROADWAY STANDARD DRAWINGS, OR AS DIRECTED
BY THE ENGINEER. CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR
EQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE.
E) DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN
TRAVELWAY, RAMP, OR LOOP WITHIN THE SAME LOCATION UNLESS PROTECTED
WITH GUARDRAIL OR BARRIER.
PAVEMENT EDGE DROP OFF REQUIREMENTS
G) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING
PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS AN
EDGE OF PAVEMENT DROP-OFF AS FOLLOWS:
BACKFILL DROP-OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH
POSTED SPEED LIMITS OF 45 MPH OR GREATER.
BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH
POSTED SPEED LIMITS LESS THAN 45 MPH.
BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE
ENGINEER, AT NO EXPENSE TO THE DEPARTMENT.
H) DO NOT EXCEED A DIFFERENCE OF 2 INCHES IN ELEVATION BETWEEN OPEN LANES
OF TRAFFIC FOR NOMINAL LIFTS OF 1.5 INCHES. INSTALL ADVANCE WARNING
"UNEVEN LANES" SIGNS (W8-11) 500 FT IN ADVANCE AND A MINIMUM
OF EVERY HALF MILE THROUGHOUT THE UNEVEN AREA.
TRAFFIC PATTERN ALTERATIONS
I) NOTIFY THE ENGINEER TWENTY ONE (21) CALENDAR DAYS PRIOR TO ANY
TRAFFIC PATTERN ALTERATION.
SIGNING
J) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN
40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE
(3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION.
WRITTEN PHASING
GENERAL NOTES AND
GENERAL NOTES
PHASING NOTES
K) PROVIDE SIGNING AND DEVICES REQUIRED TO CLOSE THE ROAD ACCORDING
TO THE ROADWAY STANDARD DRAWINGS AND TRAFFIC CONTROL PLANS.
L) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY
TRAFFIC PATTERN.
PROVIDE SIGNING REQUIRED FOR THE OFF-SITE DETOUR ROUTE AS SHOWN
IN THE TRAFFIC CONTROL PLANS.
F) CONTRACTOR SHALL PROVIDE ACCESS TO ALL RESIDENCES AT ALL TIMES.
IMPACTING DRIVEWAYS.
COORDINATE WITH PROPERTY OWNERS DURING CONSTRUCTION ACTIVITIES
TRAFFIC BARRIER
M) INSTALL TEMPORARY BARRIER ACCORDING TO THE TRANSPORTATION MANAGEMENT
PLANS A MAXIMUM OF TWO (2) WEEKS PRIOR TO BEGINNING WORK IN ANY
LOCATION. ONCE TEMPORARY BARRIER IS INSTALLED AT ANY LOCATION
PROCEED IN A CONTINUOUS MANNER TO COMPLETE THE PROPOSED WORK
IN THAT LOCATION UNLESS OTHERWISE STATED IN THE TRANSPORTATION
MANAGEMENT PLANS OR AS DIRECTED BY THE ENGINEER.
DO NOT PLACE BARRIER DIRECTLY ON ANY SURFACE OTHER THAN ASPHALT OR
CONCRETE.
ONCE TEMPORARY BARRIER IS INSTALLED AT ANY LOCATION AND NO WORK
IS PERFORMED BEHIND THE TEMPORARY BARRIER FOR A PERIOD LONGER
THAN TWO (2) MONTHS, REMOVE / RESET TEMPORARY BARRIER AT NO
COST TO THE DEPARTMENT UNLESS OTHERWISE STATED IN THE
TRANSPORTATION MANAGEMENT PLANS, TEMPORARY BARRIER IS PROTECTING
A HAZARD, OR AS DIRECTED BY THE ENGINEER.
INSTALL TEMPORARY BARRIER WITH THE TRAFFIC FLOW BEGINNING WITH
THE UPSTREAM SIDE OF TRAFFIC. REMOVE TEMPORARY BARRIER AGAINST
THE TRAFFIC FLOW BEGINNING WITH THE DOWNSTREAM SIDE OF TRAFFIC.
INSTALL AND SPACE DRUMS NO GREATER THAN TWICE THE POSTED SPEED
LIMIT (MPH) TO CLOSE OR KEEP THE SECTION OF THE ROADWAY CLOSED
UNTIL THE TEMPORARY BARRIER CAN BE PLACED OR AFTER THE
TEMPORARY BARRIER IS REMOVED.
N) PROTECT THE APPROACH END OF MOVABLE/PORTABLE CONCRETE BARRIER AT
ALL TIMES DURING THE INSTALLATION AND REMOVAL OF THE BARRIER BY
EITHER A TRUCK MOUNTED ATTENUATOR (MAXIMUM 72 HOURS) OR A
TEMPORARY CRASH CUSHION.
PROTECT THE APPROACH END OF MOVABLE/PORTABLE CONCRETE
BARRIER FROM ONCOMING TRAFFIC AT ALL TIMES BY A TEMPORARY
CRASH CUSHION UNLESS THE APPROACH END OF MOVABLE/PORTABLE
CONCRETE BARRIER IS OFFSET FROM ONCOMING TRAFFIC AS FOLLOWS
OR AS SHOWN IN THE PLANS: (SEE ALSO 1101.05)
POSTED SPEED LIMIT MINIMUM OFFSET
40 OR LESS 15 FT
45 - 50 20 FT
55 25 FT
60 MPH or HIGHER 30 FT
PAVEMENT MARKINGS AND MARKERS
P) INSTALL TEMPORARY PAVEMENT MARKINGS AND TEMPORARY PAVEMENT MARKERS
ON INTERIM LAYERS OF PAVEMENT AS FOLLOWS:
ROAD NAME MARKING MARKER
Q) PLACE ONE APPLICATION OF PAINT FOR TEMPORARY TRAFFIC PATTERNS. PLACE A
SECOND APPLICATION OF PAINT SIX (6) MONTHS AFTER THE INITIAL
APPLICATION AND EVERY SIX MONTHS AS DIRECTED BY THE ENGINEER.
R) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING
LINES.
S) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND
MARKERS BY THE END OF EACH DAY'S OPERATION.
ALL ROADS PAINT NONE
LOCAL NOTES
THEM OF TRAFFIC PATTERN ALTERATIONS.
EMERGENCY SERVICES PRIOR TO CONSTRUCTION AND ALERT
CONTRACTOR SHALL NOTIFY HAYWOOD COUNTY SCHOOLS AND1)
ON THE FINAL LAYER OF PAVEMENT AS FOLLOWS:
ROAD NAME MARKING MARKER
ALL ROADS PAINT NONE
O) INSTALL FINAL PAVEMENT MARKINGS AND FINAL PAVEMENT MARKERS
COMPLETE.
REMOVE ALL TEMPORARY SIGNS AND DEVICES ONCE CONSTRUCTION ISSTEP 4:
MARKINGS AND SHIFT TRAFFIC TO THE FINAL TRAFFIC PATTERN.
AND INSTALL FINAL LAYER OF SURFACE COURSE AND FINAL PAVEMENT
DRAWING NO. 1101.02, SHEET 1 OF 14, TO REMOVE TEMPORARY GUARDRAIL
ONCE THE BRIDGE CONSTRUCTION IS COMPLETE, USE ROADWAY STANDARDSTEP 3:
SHEET TMP-6.
CONSTRUCT REMAINING BRIDGE IMPROVEMENTS ALONG -L- AS SHOWN ON
USING ROADWAY STANDARD DRAWING NO. 1101.02, SHEET 14 OF 14,STEP 2:
RESPONSIBLE FOR DESIGN, MAINTENANCE, AND OPERATION OF ALL EQUIPMENT.
FOR 24 HOURS FOR THE DURATION OF BRIDGE CONSTRUCTION. CONTRACTOR IS
AUTOMATED FLAGGING OPERATIONS AND DEVICES WILL NEED TO BE ACTIVE NOTE:
TRAFFIC TO ONE-LANE, TWO-WAY PATTERN AS SHOWN ON SHEET TMP-6.
AS NEEDED, INSTALL TEMPORARY MARKINGS AND GUARDRAIL AND SHIFT
USING ROADWAY STANDARD DRAWING NO. 1101.02, SHEET 1 OF 14,STEP 1:
PHASE III
WIDENING ALONG -L- AS SHOWN ON SHEET TMP-5.
INSTALL TEMPORARY SHORING, CONSTRUCT BRIDGE IMPROVEMENTS, AND
USING ROADWAY STANDARD DRAWING NO. 1101.02, SHEET 14 OF 14,STEP 2:
RESPONSIBLE FOR DESIGN, MAINTENANCE, AND OPERATION OF ALL EQUIPMENT.
FOR 24 HOURS FOR THE DURATION OF BRIDGE CONSTRUCTION. CONTRACTOR IS
AUTOMATED FLAGGING OPERATIONS AND DEVICES WILL NEED TO BE ACTIVE NOTE:
TRAFFIC TO ONE-LANE, TWO-WAY PATTERN AS SHOWN ON SHEET TMP-5.
AS NEEDED, INSTALL TEMPORARY MARKINGS AND GUARDRAIL AND SHIFT
USING ROADWAY STANDARD DRAWING NO. 1101.02, SHEET 1 OF 14,STEP 1:
PHASE II
-L-, AND DRIVEWAYS AS SHOWN ON SHEET TMP-4.
AS NEEDED, INSTALL TEMPORARY PAVEMENT, PROPOSED WIDENING ALONG
USING ROADWAY STANDARD DRAWING NO. 1101.02, SHEET 1 OF 14,STEP 2:
OCCURRING NO MORE THAN THREE DAYS PRIOR TO BEGINNING CONSTRUCTION.
TO ROADWAY STANDARD DRAWING NO. 1101.01 WHERE WORK WILL BE
INSTALL WORK ZONE ADVANCE WARNING SIGNS ON ALL ROADS ACCORDINGSTEP 1:
PHASE I
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
17BP.14.R.177
SHEET NO.PROJ. REFERENCE NO.
DEPARTE
N
OF ANSPORTA TIONTAE
OF NORT
H
ROL
NA
WORK
Z
ONE TRAFFIC
CONTROLDIVISION OF
HI
GHW
A
YS
T
S CAI
M
TTR
APPROVED:
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MANAGEMENT PLANS
TRANSPORTATION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
17BP.14.R.177
SHEET NO.PROJ. REFERENCE NO.
DEPARTE
N
OF ANSPORTA TIONTAE
OF NORT
H
ROL
NA
WORK
Z
ONE TRAFFIC
CONTROLDIVISION OF
HI
GHW
A
YS
T
S CAI
M
TTR
APPROVED:
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MANAGEMENT PLANS
TRANSPORTATION
GR SOILSOIL
SOIL
SOILLITTLE EAST FORK RD.
SR 1129 18' BST
0.83 MI. T
O S
R 1240
S
C
HOOL HOUS
E
B
R
ANC
H
R
D.10152 0
10
PHASE I
TMP-4
-L- (SR 1129)-L- (SR 1129)
ADDITIONAL SIGN AND DEVICE INFORMATION.
NOTED. SEE NCDOT RSD. 1101.02, SHEET 1 OF 14, FOR
ALL PAVEMENT MARKINGS ARE EXISTING UNLESS OTHERWISE
BEGIN CONSTRUCTION
-L- STA. 10+95 +/-
END CONSTRUCTION
-L- STA. 19+26 +/-
MAINTAIN ACCESS AT ALL TIMES
COORDINATE WITH PROPERTY OWNER
CONSTRUCT -DR2- IMPROVEMENTS
MAINTAIN ACCESS AT ALL TIMES
COORDINATE WITH PROPERTY OWNER
CONSTRUCT -DR1- IMPROVEMENTS
END CONSTRUCTION
-L- STA. 14+50 +/-
BEGIN CONSTRUCTION
END TEMPORARY PAVEMENT
-L- STA. 15+95 +/-
-L- STA. 15+52, 18.4' RT +/-
-L- STA. 15+15, 19.5' RT +/-
END TEMPORARY PAVEMENT
-L- STA. 14+98 +/-
R = 100'
R = 112'
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
17BP.14.R.177
SHEET NO.PROJ. REFERENCE NO.
DEPARTE
N
OF ANSPORTA TIONTAE
OF NORT
H
ROL
NA
WORK
Z
ONE TRAFFIC
CONTROLDIVISION OF
HI
GHW
A
YS
T
S CAI
M
TTR
APPROVED:
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MANAGEMENT PLANS
TRANSPORTATION
GR SOILSOIL
SOIL
LITTLE EAST FORK RD.
SR 1129 18' BST
0.83 MI. T
O S
R 1240
S
C
HOOL HOUS
E
B
R
ANC
H
R
D.10152 0
10
TMP-5
-L- (SR 1129)-L- (SR 1129)
END CONSTRUCTION
-L- STA. 16+10 +/-
PHASE II
TEMPORARY PAVEMENT
PA FOLLOW EDGE OF
PAVEMENT MARKINGS
TIE TO EXISTING
-L- STA. 16+91 +/-
BEGIN CONSTRUCTION
-L- STA. 14+50 +/-
PA
PAVEMENT MARKINGS
TIE TO EXISTING
-L- STA. 16+77 +/-
-L- STA. 16+30, 8.2' LT +/-
ADDITIONAL SIGN AND DEVICE INFORMATION.
NOTED. SEE NCDOT RSD. 1101.02, SHEET 14 OF 14, FOR
ALL PAVEMENT MARKINGS ARE EXISTING UNLESS OTHERWISE
P
O
R
T
P
O
R
T
P
O
R
T
P
O
R
T
PAVEMENT MARKINGS
TIE TO EXISTING
-L- STA. 13+70 +/-
10'
-L- STA. 14+20 +/-
R = 100'
R = 100'
-L- STA. 15+21, 8.1' RT +/-
-L- STA. 15+49, 6.9' RT +/-
TYPE TL-2 END UNIT
END TEMPORARY GUARDRAIL
-L- STA. 15+73, 2.3' RT +/-
R = 25'
TYPE AT-1 END UNIT
SHOP-CURVED GUARDRAIL
BEGIN TEMPORARY
-DR1- STA. 10+23, 6.3' RT +/-
-L- STA. 14+80, 5.5' RT
-L- STA. 14+57, 5.5' RT
-L- STA. 14+50, 0.0' RT
TEMPORARY SHORING
01 QUANTITY =
-L- STA. 15+43, 4.8' RT
-L- STA. 15+05, 4.8' RT
TEMPORARY SHORING
02 QUANTITY =
A
B
W1-6L
R11-2
48'' x 30''
ROAD
CLOSED
48" x 24"
TYPE III BARRICADE
W1-6R
R11-2
48'' x 30''
ROAD
CLOSED
48" x 24"
TYPE III BARRICADE
A
B
0.02
& DETAILS)
(ROADWAY PAY ITEM
ANCHORED TO DECK
TEMPORARY GUARDRAIL
GRADE POINT
-L-
SHORING
TEMPORARY
CUT LINE
11' (OUT TO OUT)3'|1'
VARIES 14'|
11'| (CLEAR ROADWAY)
ANCHORED TO DECK
TEMPORARY GUARDRAIL
15'
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
17BP.14.R.177
SHEET NO.PROJ. REFERENCE NO.
DEPARTE
N
OF ANSPORTA TIONTAE
OF NORT
H
ROL
NA
WORK
Z
ONE TRAFFIC
CONTROLDIVISION OF
HI
GHW
A
YS
T
S CAI
M
TTR
APPROVED:
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MANAGEMENT PLANS
TRANSPORTATION
GR SOILSOIL
SOIL
LITTLE EAST FORK RD.
SR 1129 18' BST
0.83 MI. T
O S
R 1240
S
C
HOOL HOUS
E
B
R
ANC
H
R
D.10152 0
10
TMP-6
-L- (SR 1129)-L- (SR 1129)
PA
PAVEMENT MARKINGS
TIE TO PROPOSED
-L- STA. 16+55 +/-
-L- STA. 16+05, 0.6' LT +/-
ADDITIONAL SIGN AND DEVICE INFORMATION.
NOTED. SEE NCDOT RSD. 1101.02, SHEET 14 OF 14, FOR
ALL PAVEMENT MARKINGS ARE EXISTING UNLESS OTHERWISE
P
O
R
T
P
O
R
T
P
O
R
T
P
O
R
T
PAVEMENT MARKINGS
TIE TO PROPOSED
-L- STA. 13+63 +/-
W1-6L
R11-2
48'' x 30''
ROAD
CLOSED
48" x 24"
TYPE III BARRICADE
A
A
PHASE III
OF PROPOSED BRIDGE
CONSTRUCT REMAINDER
-L- STA. 14+13, 0.6' LT +/-
TYPE TL-2 END UNIT
BEGIN TEMPORARY GUARDRAIL
-L- STA. 14+45, 0.6' LT +/-
TYPE AT-1 END UNIT
SHOP-CURVED GUARDRAIL
END TEMPORARY
-DR2- STA. 10+16, 7.8' RT +/-
R = 15'
0.02 0.02
GRADE POINT
-L-
12' (OUT TO OUT)15' (OUT TO OUT)
11'| (CLEAR ROADWAY)
ANCHORED TO DECK
TEMPORARY GUARDRAIL
27' (OUT TO OUT)
VICINITY MAP
See Sheet 1-B For Symbology Sheet
NAD
8
3NC GRI
DLOCATION
PROJECT
-L-
1240
BRANCH RD.
SCH. HOUSE
1129
FORK RD.
LITTLE EAST
National
Pisgah
See Sheet 1-A For Index of Sheets (Not Included)
BEGIN CONSTRUCTION
BEGIN CONSTRUCTION
END BRIDGE
BEGIN BRIDGE
NO OUTLET
SR 1129
SORRELLS CREEK
BEGIN TIP PROJECT 17BP.14.R.177
END TIP PROJECT 17BP.14.R.177
PIGEO
N RIVER
LITTLE EAST FORK
-DR1--DR2-SR 1240BRANCH RDSCHOOL HOUSE
LITTLE EAST FORK ROAD
-L- STA. 10+70.00
-L- STA. 19+51.00
-DR1- STA. 11+70.00
-DR2- STA. 11+72.00
-L- STA. 14+74.41
-L- STA. 15+24.41
4
LICENSE NO. F-0165
FAX: 1.919.836.4099
TEL: 1.919.836.4040
RALEIGH, NC 27601
SUITE 1500
434 FAYETTEVILLE STREET
WSP USA
GRAPHIC SCALE
PLANS
PROFILE (HORIZONTAL)
PROFILE (VERTICAL)
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
4/4/2019J:\188360C - 2015 W Divisions Planning & Design On-Call\I188360C Group 3 Bridges\17BP.R177.430237\Hydraulics\Erosion Control\Microstation\230_001_17BP.R177_EC1.dgnUSRS014160
0
0
PLAN FOR PROPOSED
HIGHWAY EROSION CONTROL
EROSION AND SEDIMENT CONTROL MEASURES
CONSTRUCTION.
GRUBBING PHASE OF
FOR CLEARING AND
EROSION CONTROL PLANS
THIS PROJECT CONTAINS
Temporary Silt Ditch
Temporary Silt Fence
Silt Basin Type B
Stilling Basin
TDTemporary Diversion
Temporary Rock Silt Check Type-B
Temporary Rock Silt Check Type-A
Temporary Rock Sediment Dam Type-A
Temporary Rock Sediment Dam Type-B
Type A
Type B
Type C
A
B
C
Temporary Silt Fence
TSD
Std. #Description Symbol
Temporary Berms and Slope Drains
Rock Inlet Sediment Trap:
1630.03
1630.05
1605.01
1622.01
1633.01
1634.01
1634.02
1635.01
1635.02
1630.04
1632.01
1632.02
1632.03
Rock Pipe Inlet Sediment Trap Type-A
Rock Pipe Inlet Sediment Trap Type-B
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
1606.01 Special Sediment Control Fence
1634.01
1634.02
1635.01
1605.01
1630.01
Temporary Berms and Slope Drains
1606.01
1622.01
Special Sediment Control Fence
Riser BasinTIP PROJECT: 17BP.14.R.17717BP.14.R.177
1635.02 Rock Pipe Inlet Sediment Trap Type B
1604.01 Railroad Erosion Control Detail
1607.01 Gravel Construction Entrance
Skimmer Basin
Tiered Skimmer Basin
Infiltration Basin
Special Stilling Basin1630.06
Temporary Rock Silt Check Type-A with
Matting and Polyacrylamide (PAM)
Wattle/Coir Fiber Wattle
Wattle/Coir Fiber Wattle
with Polyacrylamide (PAM)
1630.02
1633.02
Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2018 and the latest
1630.05 Temporary Diversion
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
EW
CFW
ROADSIDE ENVIRONMENTAL UNIT
HENDERSONVILLE, NC 28791
693 MOUNTAIN ROAD
2018 STANDARD SPECIFICATIONS
REID WHITEHEAD, PE, CPESC
Prepared in the Office of:
NAME LEVEL III CERTIFICATION NO.
Reviewed by:
Reviewed in the Office of:
RESOURCES.
RESOURCES DIVISION OF WATER
OF ENVIRONMENT AND NATURAL
THE NORTH CAROLINA DEPARTMENT
DECEMBER 20, 2018 AND ISSUED BY
CONSTRUCTION PERMIT EFFECTIVE
BY THE NCG-010000 GENERAL
THE REGULATIONS SET FORTH
CONTROL PLANS COMPLY WITH
THESE EROSION AND SEDIMENT
Designed by:
RANA STANSELL, PE, CFM 3597
for Special Considerations.
Refer To E. C. Special Provisions
ON THIS PROJECT
SENSITIVE AREA(S) EXIST
ENVIRONMENTALLY
STANDARDS.
SENSITIVE WATERSHED
BEEN DESIGNED TO
THIS PROJECT HAS
50
50
10
(215 Lake
FLOW
A A
WIDTH
PLAN
SECTION A-A
SECTION B-B
B
B
2/3 CHANNEL
STRUCTURAL STONE
SEDIMENT CONTROL STONE
12"
MATTING
EXCELSIOR
MATTING
EXCELSIOR
CLASS B STONE
PAM
INSET A
See Inset A
USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR
MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE.
TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL
EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES.
MATTING
EXCELSIOR
CLASS B STONE
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
EC-2
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
17BP.14.R.177
NOT TO SCALE
TEMPORARY ROCK SILT CHECK TYPE 'A' WITH
EXCELSIOR MATTING AND POLYACRYLAMIDE (PAM)
TO BE APPLIED TO EACH ROCK SILT CHECK.
MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE
PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN
INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE (PAM)
(4 OZ.)
H = 2' MIN
1' MIN
1' MIN
ACCORDANCE WITH ROADWAY STANDARD DRAWING NO. 1633.01.
INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN
NOTES:
SHEET NO.PROJECT REFERENCE NO.
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
17BP.14.R.177
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 DAYS
IF 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-3
CANOP
YWD
R
AIL
F
E
N
C
E WD FE
NCE
WD FENCEG
R
SOILT
ROCK
T
A
N
KS
E
P
TI
C
APPR
O
X. DR
AIN FIELD
PILE
ROCK
PILE
ROCK
WALL
ROCK
15" CMP
15" CMP
EXISTING R/W
EXISTING R/W
EIP
EIP
EIP
EIP
NAIL
NAIL
GPS-101
REFERENCE MONS.
FOREST SERVICE
EIP
EIP
R
/
R SPIK
ES
3
7
°
3
6'
4
9
" W2
8
8.
0
0'S 13°59'07" E279.99'
SPLIT RAIL
REC. CENTER1 S FTENT SITES
S 46°25'26" E
59.83'
S 41°09'17" E
61.48'S
0
1°12'3
3" E3
9.6
6'S
19
°1
0'
0
3
" E
8
8
.
5
8'S 79°09'56" W79.26'S 82°53'10" W76.81'26.73'
S 82°38'04" W
36.87'32.15'S 41°37'58" E
198.51'N 47°42'05" E57.65'N 47°18'01" E36.73'N 73°48'22" E240.88'N 73°40'31" E82.97'INV=3144.23'
INV=3144.98'
15"
C
MP IN
V
=3109.17'
I
NV=3108.34'24" CMP
WD SHED
COLUMNSCONC
SOIL
SIGN SIGN
SIGN
SIGN
SIGN
SIGN
SPLIT RAIL
SIGN
ROCK
SPIKE IN BASE OF 18" OAK
-BL- STA. 9+61.39 38.18' RT.
BM #1 ELEV. 3137.70'
NAIL IN BASE OF 8" POPLAR
-BL- STA. 9+93.76 37.39' LT.
BM #2 ELEV. 3132.21'
2
3
4
5
6
7
8
9
10
11
12
DB 570 PG 1705
CRISTINE MARSHALL
DB 480 PG 92
BL-1 BL-2POND
SOILS 12°33'52" E128.26'49.89'S 86°02'15" E112.81'N 56°48'45" E74.29'N 40°38'55" E
4.52'SOIL69.85'
N 73°39'06" E
29.49'
N 35°38'59" E
32.36'
S 37°58'45" W
DB 480 PG 92
DANIEL BOONE COUNCIL, INC.,BOY SCOUTS OF AMERICA
DB 467 PG 1924
BETTY S. PEARSON
DB 702 PG 1887
DB 790 PG 938
WILLIAM J. WHITE
JULIO DELANOY, ET AL
DB 734 PG 2449
HIGHLANDS DEVELOPMENT GROUP, LLC
45.00'PRIVATE R/WPRIVATE R/W8"
PVC
8" PVC
SIGN
#T917431
HAYWOOD EMC
NO #
HAYWOOD EMC
NO #
HAYWOOD EMC
#F7705 P37P2
HAYWOOD EMC
#T14942 41 F20645
HAYWOOD EMC
# 3
AT&T
#T15371 F916813
HAYWOOD EMC
#40
HAYWOOD EMC
NO #
HAYWOOD EMC
#T15866 39
HAYWOOD EMC
#38HAYWOOD E
MC
SORRELLS CREEK
SORRELLS CREEK
LITTLE EAST FORK PIGEON RIVER
LITTLE EAST FORK RD.
SR 1129 18' BST
0.83 MI. T
O SR 1240
SC
H
O
OL
H
O
USE BR
A
NC
H R
D.
WAYNESVILLE, NC 28785
376 GRINDSTONE RD.
HAYWOOD EMC
HENDERSONVILLE, NC 28792
500 DUNCAN HILL RD.
AT&T
3158.84'
O/H WIRE ELEV.
GPS-100
45.00'
0.
5
6'45.00'EXISTING R/W
EXISTING R/W
INV=3114.61'
INV=3116.23'
INV=3125.43'
INTAKE
INV=3125.64'
INV=3127.76'
-EL-
-EL-45.00'EXISTING R/
W
EXISTING R/
W
ROCK
SILO
SILO
B
AT
H
H
O
USE
WALL
ROCK
EMC NO #
HAYWOOD
BOY SCOUTS OF AMERICA
DANIEL BOONE COUNCIL, INC.,
C
C
C F
C
F
F
C
F
F
F
F
C C C C
C
F
F
C
C
F
F
C
CFCF
F
F
F
C
9.1'9.1'.005.013.01.03.01.02.0322'.03.00.03.02.01.03.02.01.00.01.02.04.03.02.01.00.01.02.02.066.03.06.04.05.0416'EXISTEX IST9.2'9.2'10'10'10'10'10
'15'+83.02.02.01+26.31
6'+9416'+0316'+781
2
3
4
5
3
42.50
+67.00
61.00
+28.00
30.00
+06.00
15" 15"
15" RCP-III
GRADE TO DRAINGRADE TO DRAIN
DRAIN
GRADE TO
REMOVE15"
FLOWABLE FILL
GRADE TO DRAIN
DRAIN
GRADE TO 24" RCP-IVTO DRAIN
DAM GRADE
AND EARTHEN
8" PVC PIPE
REMOVE INTAKE,
3102
31023
10
3
310331033
1
0
4
310431043105
310531053105
310531053105310531053106
310631063
1
0
6
31073107
3107310731083108
310831083109310931093110
3110311031103110311031103110311031103111
31113111311131113112
311231123112
3113
31133113
3113
3
1
1
4
3114311431143115
311531153115311531153115
3115
311631163116
311731173117
311831183118
311931193119
3119
31203120312031203120
3120 312031203121312
1 31213121312131223122312231233123 31233123 3124312431243124
31253125312531253125
3125
3125312531263126312631263126
3127
31273127
3127312731283128
3128
31293129
3129
3130313031303130 31303130
313031313131 313131313131
31323132
3132
313231333133
3133
31343134
3134
31343135313531353135313531353135313631363136 3136313731373137313831383138
31393139
3139
31393140314031403140
3140
3140 3140314031413141 314131423142 3142314231433143 314331443144 31443145
3145314531453145
31453145 31453146 314631463147
314731483148314931493150 315031503150315031513151315231523153
31533154
315431553155
315531553156
31563157
31573158
315831583159
3159315931603160316031603161316131623162316331633164316531653166316731683169317031703171317231733174317531763177317831793180318131823183318431853186318731883189319031913192NAD
8
3/ 2
0
11
SEE PROJECT SPECIAL PROVISIONS
ENVIRONMENTALLY SENSITIVE AREA
EROSION CONTROL PLAN
NOTE:
DRAINAGE OUTLETS.
PLACE TEMPORARY ROCK SILT CHECKS TYPE - A AT
FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL
REQUIREMENTS IN THE NCDOT BEST MANAGEMENT PRACTICES
BRIDGE REMOVAL AND BRIDGE CONSTRUCTION SHAL BE PER
INTO SPECIAL STILLING BASINS
DEWATER AREA BEHIND IMPERVIOUS DIKES
CONSTRUCTION SHEET 4
EROSION CONTROL FOR
CLEARING AND GRUBBING
WASHOUT STRUCTURE.
CONCRETE TRUCKS SHALL BE ALLOWED EXCEPT IN THE CONCRETE
USE THE CONCRETE WASHOUT STRUCTURE. NO WASHOUT OF
MAINTAINED BY THE CONTRACTOR. ALL CONCRETE TRUCKS SHALL
IN THE FIELD. CONCRETE WASHOUT STRUCTURE SHALL BE
ACTUAL LOCATION OF THE STRUCTURE SHALL BE DETERMINED
STRUCTURE PER THE NCDOT DETAIL AND SPECIAL PROVISIONS.
CONTRACTOR SHALL INSTALL ONSITE CONCRETE WASHOUT
-L- STA. 19+26.00
END GRADE
-L- STA. 19+51.00
END TIP PROJECT 17BP.14.R.177
-L- STA. 10+95.00
BEGIN GRADE
-L- STA. 10+70.00
BEGIN TIP PROJECT 17BP.14.R177
-L- POT Sta. 14+36.77 =
-DR1- POT Sta. 10+00.00
-DR2- POT Sta. 10+00.00
-L- POT Sta. 15+59.25 =
EC-4/CONST.4
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
17BP.14.R.177
DIKE
IMPERVIOUS
DDB
B1015
20
101
8" RCP-I
V
TB 2GI
EST 42 SY GF
EST 16 TONS
LINE w/ CLASS A RIPRAP
EST 34 SY GF
EST 13 TONS
LINE w/ CLASS A RIPRAP
EST 51 SY GF
EST 19 TONS
SEE DETAIL A
STA 11+50 TO 12+10 -L- LT
SPECIAL CUT DITCH
EST 42 SY GF
EST 16 TONS
SEE DETAIL A
STA 14+50 TO 15+00 -L- LT
SPECIAL CUT DITCH
FLUME
CONCRETE
INSTALL
SEE DETAIL B
STA 18+00 TO 19+50 -L- RT
SPECIAL CUT DITCH
EST 102 SY GF
EST 38 TONS
LINE w/ CLASS A RIPRAP
EST 200 SY GF
EST 75 TONS
SEE DETAIL B
18+00 -L- RT
STA 15+75 TO
SPECIAL CUT DITCH
EST 12 SY GF
EST 11 TONS
SEE DETAIL C
EMBANKMENT
RIPRAP AT
500 CU YD
TO EL 3120'
EXCAVATE AND GRADE
EST 10 SY GF
EST 8 TONS
AT EMBANKMENT
CLASS I RIPRAP
EST 10 SY GF
EST 8 TONS
AT EMBANKMENT
CLASS I RIPRAP
EST 20 SY FF
EST 12 TONS
AT EMBANKMENT
CLASS I RIPRAP
0401
0402
CANOP
YWD
R
AIL
F
E
N
C
E WD FE
NCE
WD FENCEG
R
SOILT
ROCK
T
A
N
KS
E
P
TI
C
APPR
O
X. DR
AIN FIELD
PILE
ROCK
PILE
ROCK
WALL
ROCK
15" CMP
15" CMP
EXISTING R/W
EXISTING R/W
EIP
EIP
EIP
EIP
NAIL
NAIL
GPS-101
REFERENCE MONS.
FOREST SERVICE
EIP
EIP
R
/
R SPIK
ES
3
7
°
3
6'
4
9
" W2
8
8.
0
0'S 13°59'07" E279.99'
SPLIT RAIL
REC. CENTER1 S FTENT SITES
S 46°25'26" E
59.83'
S 41°09'17" E
61.48'S
0
1°12'3
3" E3
9.6
6'S
19
°1
0'
0
3
" E
8
8
.
5
8'S 79°09'56" W79.26'S 82°53'10" W76.81'26.73'
S 82°38'04" W
36.87'32.15'S 41°37'58" E
198.51'N 47°42'05" E57.65'N 47°18'01" E36.73'N 73°48'22" E240.88'N 73°40'31" E82.97'INV=3144.23'
INV=3144.98'
15"
C
MP IN
V
=3109.17'
I
NV=3108.34'24" CMP
WD SHED
COLUMNSCONC
SOIL
SIGN SIGN
SIGN
SIGN
SIGN
SIGN
SPLIT RAIL
SIGN
ROCK
SPIKE IN BASE OF 18" OAK
-BL- STA. 9+61.39 38.18' RT.
BM #1 ELEV. 3137.70'
NAIL IN BASE OF 8" POPLAR
-BL- STA. 9+93.76 37.39' LT.
BM #2 ELEV. 3132.21'
2
3
4
5
6
7
8
9
10
11
12
DB 570 PG 1705
CRISTINE MARSHALL
DB 480 PG 92
BL-1 BL-2POND
SOILS 12°33'52" E128.26'49.89'S 86°02'15" E112.81'N 56°48'45" E74.29'N 40°38'55" E
4.52'SOIL69.85'
N 73°39'06" E
29.49'
N 35°38'59" E
32.36'
S 37°58'45" W
DB 480 PG 92
DANIEL BOONE COUNCIL, INC.,BOY SCOUTS OF AMERICA
DB 467 PG 1924
BETTY S. PEARSON
DB 702 PG 1887
DB 790 PG 938
WILLIAM J. WHITE
JULIO DELANOY, ET AL
DB 734 PG 2449
HIGHLANDS DEVELOPMENT GROUP, LLC
45.00'PRIVATE R/WPRIVATE R/W8"
PVC
8" PVC
SIGN
#T917431
HAYWOOD EMC
NO #
HAYWOOD EMC
NO #
HAYWOOD EMC
#F7705 P37P2
HAYWOOD EMC
#T14942 41 F20645
HAYWOOD EMC
# 3
AT&T
#T15371 F916813
HAYWOOD EMC
#40
HAYWOOD EMC
NO #
HAYWOOD EMC
#T15866 39
HAYWOOD EMC
#38HAYWOOD E
MC
SORRELLS CREEK
SORRELLS CREEK
LITTLE EAST FORK PIGEON RIVER
LITTLE EAST FORK RD.
SR 1129 18' BST
0.83 MI. T
O SR 1240
SC
H
O
OL
H
O
USE BR
A
NC
H R
D.
WAYNESVILLE, NC 28785
376 GRINDSTONE RD.
HAYWOOD EMC
HENDERSONVILLE, NC 28792
500 DUNCAN HILL RD.
AT&T
3158.84'
O/H WIRE ELEV.
GPS-100
45.00'
0.
5
6'45.00'EXISTING R/W
EXISTING R/W
INV=3114.61'
INV=3116.23'
INV=3125.43'
INTAKE
INV=3125.64'
INV=3127.76'
-EL-
-EL-45.00'EXISTING R/
W
EXISTING R/
W
ROCK
SILO
SILO
B
AT
H
H
O
USE
WALL
ROCK
EMC NO #
HAYWOOD
BOY SCOUTS OF AMERICA
DANIEL BOONE COUNCIL, INC.,
C
C
C F
C
F
F
C
F
F
F
F
C C C C
C
F
F
C
C
F
F
C
CFCF
F
F
F
C
9.1'9.1'.005.013.01.03.01.02.0322'.03.00.03.02.01.03.02.01.00.01.02.04.03.02.01.00.01.02.02.066.03.06.04.05.0416'EXISTEX IST9.2'9.2'10'10'10'10'10
'15'+83.02.02.01+26.31
6'+9416'+0316'+781
2
3
4
5
3
42.50
+67.00
61.00
+28.00
30.00
+06.00
15" 15"
15" RCP-III
GRADE TO DRAINGRADE TO DRAIN
DRAIN
GRADE TO
REMOVE15"
FLOWABLE FILL
GRADE TO DRAIN
DRAIN
GRADE TO 24" RCP-IVTO DRAIN
DAM GRADE
AND EARTHEN
8" PVC PIPE
REMOVE INTAKE, NAD
8
3/ 2
0
11
EROSION CONTROL PLAN
-L- STA. 19+26.00
END GRADE
-L- STA. 19+51.00
END TIP PROJECT 17BP.14.R.177
-L- STA. 10+95.00
BEGIN GRADE
-L- STA. 10+70.00
BEGIN TIP PROJECT 17BP.14.R177
-L- POT Sta. 14+36.77 =
-DR1- POT Sta. 10+00.00
-DR2- POT Sta. 10+00.00
-L- POT Sta. 15+59.25 =
EC-5/CONST.4
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
17BP.14.R.177
STA 18+00 TO 19+50 -L- RT
PROPOSED DITCH LINE.
EROSION CONTROL IN THE
INSTALL MATTING FOR
STA 15+75 TO 18+00 -L- RT
STA 11+00 TO 15+00 -L- LT
PROPOSED DITCH LINE.
INSTALL CLASS A RAIPRAP IN THE
B
B B1015 20
101
8" RCP-I
V
TB 2GI
EST 42 SY GF
EST 16 TONS
LINE w/ CLASS A RIPRAP
EST 34 SY GF
EST 13 TONS
LINE w/ CLASS A RIPRAP
EST 51 SY GF
EST 19 TONS
SEE DETAIL A
STA 11+50 TO 12+10 -L- LT
SPECIAL CUT DITCH
EST 42 SY GF
EST 16 TONS
SEE DETAIL A
STA 14+50 TO 15+00 -L- LT
SPECIAL CUT DITCH
FLUME
CONCRETE
INSTALL
SEE DETAIL B
STA 18+00 TO 19+50 -L- RT
SPECIAL CUT DITCH
EST 102 SY GF
EST 38 TONS
LINE w/ CLASS A RIPRAP
EST 200 SY GF
EST 75 TONS
SEE DETAIL B
18+00 -L- RT
STA 15+75 TO
SPECIAL CUT DITCH
EST 12 SY GF
EST 11 TONS
SEE DETAIL C
EMBANKMENT
RIPRAP AT
500 CU YD
TO EL 3120'
EXCAVATE AND GRADE
EST 10 SY GF
EST 8 TONS
AT EMBANKMENT
CLASS I RIPRAP
EST 10 SY GF
EST 8 TONS
AT EMBANKMENT
CLASS I RIPRAP
EST 20 SY FF
EST 12 TONS
AT EMBANKMENT
CLASS I RIPRAP
0401
0402
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
HEALING IN DIBBLE PLANTING METHOD
firming soil at top.
5. Push handle forward
PLANTING NOTES:
N.C.D.O.T. - ROADSIDE ENVIRONMENTAL UNIT
protected area.
1. Locate a healing-in site in a shady, well
the root collar is at ground level.
against the sloping end so that
4. Place a single layer of plants
as necessary and water thoroughly.
6. Repeat layers of plants and sawdust
correct depth.
and place seedling at
2. Remove planting bar
USING THE KBC PLANTING BAR
SEEDLING / LINER BAREROOT PLANTING DETAIL
PLANTING DETAILS
MIXTURE, TYPE, SIZE, AND FURNISH SHALL CONFORM TO THE FOLLOWING:
toward planter.
as shown and pull handle
1. Insert planting bar
root systems from drying.
container to prevent the
canvas bag or similar
shall be kept in a moist
During planting, seedlings
PLANTING BAG
soil at bottom.
toward planter, firming
4. Pull handle of bar
thoroughly.
hole open. Water
6. Leave compaction
RF-1
12 in - 18 in BR
12 in - 18 in BR
12 in - 18 in BR
12 in - 18 in BR
25% BETULA NIGRA
25% FRAXINUS PENNSYLVANICA
25% PLATANUS OCCIDENTALIS
25% LIRIODENDRON TULIPIFERA
17BP.14.R.177
12 inches deep and provide drainage.
2. Excavate a flat bottom trench
a sloping angle.
sawdust over the roots maintaining
5. Place a 2 inch layer of well rotted
at one end of the trench.
well rotted sawdust at a sloping angle
rotted sawdust. Place a 2 inch layer of
3. Backfill the trench with 2 inches well
2 inch
from seedling.
2 inches toward planter
3. Insert planting bar
1 inch thick at center.
4 inches wide and
be 12 inches long,
cross section, and shall
blade with a triangular
Planting bar shall have a
KBC PLANTING BAR
root collar.
10 inches below the
no roots extend more than
pruned, if necessary, so that
All seedlings shall be root
ROOT PRUNING
REFORESTATION
AVERAGING 8 FT. ON CENTER, APPROXIMATELY 680 PLANTS PER ACRE.
TREE REFORESTATION SHALL BE PLANTED 6 FT. TO 10 FT. ON CENTER, RANDOM SPACING,
REFORESTATION
REFORESTATION DETAIL SHEET
RIVER BIRCH
GREEN ASH
AMERICAN SYCAMORE
TULIP POPLAR
T
ROCK
WALL
ROCK
EXISTING R/W
EXISTING R/W
REFERENCE MONS.
FOREST SERVICE
REC. CENTER1 S F
WD SHED
COLUMNSCONC
SOIL
POND
SOIL
SOIL45.00’PRIVATE R/WPRIVATE R/WSORRELLS CREEK
SORRELLS CREEK
LITTLE EAST FORK PIGEON RIVER
LITTLE EAST FORK RD.
SR 1129 18’ BST
0.83 MI. T
O SR 1240
SC
H
O
OL H
O
USE BR
A
NC
H R
D.45.00’45.00’EXISTING R/W
EXISTING R/W10 1520
10 10 NC GRIDNAD 83/NSRS 2007SHEET NO.
UO-1
T.I.P. NO.
0
GRAPHIC SCALES
PLANS
20 401020
UTILITY OWNERS ON PROJECT INDEX OF SHEETS
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
UO-2 UTILITIES BY OTHERS PLAN SHEET
UO-1 TITLE SHEET
SHEET NO. DESCRIPTION
UTILITIES BY OTHERS
CONTRACT:PROJECT:V&M PROJECT #31630-11
XX
DEPART
ME
NT
OF TRANSPORTATION STATE OF NORTH CAROLI
NA
PREPARED IN THE OFFICE OF:
PROJECT UTILITY COORDINATOR
Consulting Engineers
PROJECT UTILITY MANAGERLynn Mann, P.G.
Lynn Mann, P.G.
PREPARED FOR THE OFFICE OF:
FAX (919) 250-4119
PHONE (919) 250-4128
RALEIGH NC 27699-1591
1591 MAIL SERVICES CENTER
DIVISION OF HIGHWAYS
SECTION
UTILITIES ENGINEERING
DIV. UTILITY ENGINEER
DIV. UTILITY COORDINATORBill Green
Robert Golding(828) 253-2796
Asheville, N.C. 28806
1318-F Patton Avenue1015 20
HAYWOOD COUNTY
TRANSPORTATION\31630-11\HAYWOOD 237\UTILITIES\HAYWOOD237UO-1.DGN(1) POWER - HAYWOOD EMC
(1) TELEPHONE - AT&T
17BP.14.R.177
17BP.14.R.177ON LITTLE EAST FORK RD. (SR 1129)
60 Scale
TYPE OF WORK: AERIAL POWER AND TELEPHONE
LOCATION
PROJECT
1240
BRANCH RD.
SCH. HOUSE
1129
FORK RD.
LITTLE EAST
National
Pisgah
School House
Branch
Rd.
Little
Rd.(215
Sunburst
Lake
Logan
Forest
1121
RD.
LOGAN
LAKE
National
Pisgah
Forest
-DR1- Sta. 12+01.12
-L- STA. 19+51.00
END TIP PROJECT 17BP.14.R.177
-L- STA. 10+70.00
17BP.14.R177
BEGIN TIP PROJECT -L- Sta. 15+59.25=
-DR2- Sta. 10+00.00
-DR2- Sta. 11+83.42
-L- Sta. 14+36.77=
-DR1- Sta. 10+00.004/1/19LOCATION: STRUCTURE 430237 OVER SORRELLS CREEK
VICINITY MAP
ROCK
T
AN
K
S
E
P
TI
C
PILE
ROCK
PILE
ROCK
WALL
ROCK
15" CMP
15" CMP
EXISTING R/W
EXISTING R/W
REFERENCE MONS.
FOREST SERVICE
SPLIT RAIL
SPLIT R
AIL REC. CENTER1 S FTENT SITES
15"
C
MP
24" CMP
WD SHED
COLUMNSCONC
SOIL
SPLIT RAIL
ROCK
POND
SOIL
SOIL45.00’PRIVATE R/WPRIVATE R/W8" PVC
8" PVC
SORRELLS CREEK
SORRELLS CREEK
LITTLE EAST FORK PIGEON RIVER
LITTLE EAST FORK RD.
SR 1129 18’ BST
0.83 MI. T
O SR 1240
SC
H
O
OL H
O
USE BR
A
NC
H R
D.45.00’45.00’EXISTING R/W
EXISTING R/W
APPROX. DRAINFIELD
1
2
3
4
5
3
C
C
C
C F
C
F
F
C
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
F
C
C
C
F
C F
C
C
CCFCNC GRIDNAD 83 NA 201180 Scale 11x17
17BP.14.R.177PROJECT:emailed BG 2/5/17
PER BG SITE MTG 2/2/17
AERIAL ENCR. ONLY
HEMC & AT&T- NOT REIMBURASBLECONTRACT:V&M PROJECT #31630-11TRANSPORTATION\31630-11\HAYWOOD 237\UTILITIES\HAYWOOD237UO-2.DGNSHEET NO.PROJECT REFERENCE NO.
UTILITIES BY OTHERS
UO-2
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
17BP.14.R.177
CONSTRUCTION COMPLETE
LOCATION WHEN BRIDGE
REPLACE TO ORIGINAL
PRIOR TO BRIDGE CONST.,
REMOVE AERIAL LINES
REMOVE AFTER BRIDGE CONST.
TEMPORARY JOINT USE POLE,
O
H P
& TOH P & T
OH P & T
need to send to HEMC and ATTDiscussion w/ Bob GoldingREV 2/27/19HEMC 2/13/17with ATT 2/2/17prelim from site mtg
-L- STA. 10+70.00
BEGIN TIP PROJECT 17BP.14.R177
STA. 15+43.10
RETAINING WALL
BEGIN
STA. 15+97.00
RETAINING WALL
END
-L- STA. 19+51.00
END TIP PROJECT 17BP.14.R.177
SCALE 1" = 40’
0’40’80’120’40’
SHOWN ON THIS SHEET.
PROPOSED UTILITY WORK
THE CONTRACTOR FOR
PAYMENT WILL BE MADE TO
BE DONE BY OTHERS. NO
SHOWN ON THIS SHEET WILL
ALL PROPOSED UTILITY WORK
NOTE:-L- 15+00-L- 20+00-DR2- STA. 11+83.42
-DR2- STA. 10+00.00
-L- STA. 15+59.25=
-DR1- STA. 10+00.00
-L- STA. 14+36.77=
O
H
P
OH POH P
O H P-L- 10+00-DR1- STA. 12+01.12
Middlesboro,
Kentucky
Tri-Cities,
Tennessee
All Rights Reserved
Charlotte,
North Carolina
Tennessee
Knoxville,
South Carolina
Spartanburg,
Asheville,
North Carolina
Copyright 2006 Vaughn & Melton, Inc.c
704 357 0488
423 467 8401
865 546 5800
606 248 6600
864 574 4775
828 253 2796
Consulting Engineers
LINES AFTER BRIDGE CONST.
REPLACE POLE & AERIAL
POLE TO BE REMOVED,
EXISTING JOINT USE
#T15866 39
HEMC
#38
HEMC
NO #
HEMC
P37P2
#F7705
HEMC
NO #
HEMC
#T14942 41 F20645
HEMC
NO #
HEMC
#40
HAYWOOD EMCREVISED ROW PLANS 4/1/19UPDATED DESIGN & UTILITY PLANS 3/29/192/3/17UPSTREAM
STAGED CONST.
CORED SLAB
HAYWOOD COUNTY
STRUCTURE #430237
T
DB 570 PG 1705
CRISTINE MARSHALL
DB 480 PG 92
DANIEL BOONE COUNCIL, INC.,BOY SCOUTS OF AMERICA
DB 480 PG 92
DANIEL BOONE COUNCIL, INC.,BOY SCOUTS OF AMERICA
DB 467 PG 1924
BETTY S. PEARSON
DB 702 PG 1887
DB 790 PG 938
WILLIAM J. WHITE
JULIO DELANOY, ET AL
DB 734 PG 2449
HIGHLANDS DEVELOPMENT GROUP, LLC
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
4/5/2019R:\Roadway\CorridorModeling\17BP.R177.430237_rdy_XPL_L.dgnUSHC04407PROJ. REFERENCE NO.SHEET NO.0
6/23/163145 3145
3150 3150
3155 3155
3160 3160
3165 3165
3170 3170
3140 3140
10+70.00
3145 3145
3150 3150
3155 3155
3160 3160
3165 3165
3140 314011+00.00
3145 3145
3150 3150
3155 3155
3160 3160
3165 3165
3140 3140
11+25.00
X-1
-L-
2.5 5
17BP.14.R.177
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
3156.03
3154.37
0.0080.011
3153.002:14:14:1
0.0240.024
3150.66
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
4/5/2019R:\Roadway\CorridorModeling\17BP.R177.430237_rdy_XPL_L.dgnUSHC04407PROJ. REFERENCE NO.SHEET NO.0
6/23/163140 3140
3145 3145
3150 3150
3155 3155
3160 3160
3135 3135
11+50.00
3140 3140
3145 3145
3150 3150
3155 3155
3160 3160
3135 3135
11+75.00
3140 3140
3145 3145
3150 3150
3155 3155
3160 3160
3165 3165
3135 3135
12+00.00
X-2
-L-
2.5 5
17BP.14.R.177
3151.552:14:1
0.0300.030
4:1
3148.70
3150.002:14:1
0.0300.030
4:13146.95
3148.332:14
:14:1
0.0220.022
3145.20
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
4/5/2019R:\Roadway\CorridorModeling\17BP.R177.430237_rdy_XPL_L.dgnUSHC04407PROJ. REFERENCE NO.SHEET NO.0
6/23/163140 3140
3145 3145
3150 3150
3155 3155
3160 3160
3135 3135
12+25.00
3140 3140
3145 3145
3150 3150
3135 313512+50.00
3135 3135
3140 3140
3145 3145
12+75.00
3135 3135
3140 3140
3145 3145
3150 3150
3130 3130
13+00.00
X-3
-L-
2.5 5
17BP.14.R.177
3146.552:14:14:1
0.0110.011
3144.88
3144.722:14:14:1
0.0010.001
3143.42
3142.952:14:1 0.0120.012
3141.91
3141.572:14:1 0.0240.023
3140.41
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
4/5/2019R:\Roadway\CorridorModeling\17BP.R177.430237_rdy_XPL_L.dgnUSHC04407PROJ. REFERENCE NO.SHEET NO.0
6/23/163135 3135
3140 3140
3145 3145
3130 3130
13+25.00
3135 3135
3140 3140
3130 313013+50.00
3130 3130
3135 3135
3140 3140
3125 3125
13+75.00
3130 3130
3135 3135
3140 3140
3125 3125
14+00.00
3130 3130
3135 3135
3140 3140
3125 3125
14+25.00
X-4
-L-
2.5 5
17BP.14.R.177
3138.702:14:1 0.0300.030
3138.87
3137.832:14:1 0.0300.030
3137.33
3136.572:14:1 0.0300.030
3135.86
3134.312:14:1 0.0200.016
3134.28
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