20210992 Ver 1_Transylvania 63_100 Percent Partial Plan Set_Permit Drawings_20210812

VICINITY MAP N.T.S.
TRANSYLVANIA COUNTY
17BP.14.R.183

25 5050
25 5050
5 10 2010
100
100
See Sheet 1B for Conventional Symbols
PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
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 DESIGN09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINASee Sheet 1A For Index of Sheets
23-APR-2021 10:47R:\Roadway\Proj\870063_Rdy_tsh.dgn$$$$USERNAME$$$$CONTRACT:WBS:17BP.14.R.183ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NA0
0
0
PROFILE (HORIZONTAL)
PLANS
PROFILE (VERTICAL)
0
00
0
0
0
PROFILE (HORIZONTAL)
PLANS
PROFILE (VERTICAL)
0
00
JENNIFER FARINO, PE
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
NCDOT CONTACT
LOCATION
PROJECT
1304 1313
1319
1309
1135
1304
1318
1315 1320
1322
1316
1143
F
R
E
NC
H
B
R
OAD
RI
VE
RWES
T F
ORK OF T
HE
BRIDGE NO. 870063 OVER WEST FORK OF FRENCH BROAD RIVERLOCATION:
ON SR 1309 (SILVERSTEIN ROAD)
TYPE OF WORK:GRADING, DRAINAGE, PAVING AND STRUCTURE (BRIDGE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
=
=
=
0.091 MILES
0.024 MILES
0.067 MILES
T
V
=
=
=MPH
ADT
FUNC CLASS =
2011 790
6
20
SUBREGIONAL TIER
%
LOCAL
.DR NIETSREVLIS 9031 RSREVIR DAORB HCNERF EHT FO KROF TSEW
REVIR DAORB HCNERF EHT FO KROF TSEW-L-
-L- STA. 14+02.86
END BRIDGE
TO US 64TO SR 1322-DW2--1W
D--L- STA. 10+50.00
BEGIN CONSTRUCTION
-L- STA. 16+30.00
END CONSTRUCTION
-DW2- STA. 10+95.00
END CONSTRUCTION
-L- STA. 12+74.98
BEGIN BRIDGE
-DW1- STA. 11+47.00
END CONSTRUCTION
TBDDN00502 ROW, UTL.
PEN/A
N/A
PROFESSIONA
LE
NG INEERNORTH CARO
LINA
SEAL

030952
ONIRAF .D REFINNEJ
17BP.14.R.183 N/A CONST.
2018 STANDARD SPECIFICATIONS
TOTAL LENGTH WBS 17BP.14.R.183
LENGTH STRUCTURE WBS 17BP.14.R.183
LENGTH ROADWAY WBS 17BP.14.R.183
JUNE 22, 2021
GARRETT HIGDON
FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
NC FIRM LICENSE No: F-0493
CHARLOTTE, NC 28203
1520 SOUTH BOULEVARD, SUITE 200
PREPARED IN THE OFFICE OF:
17BP.14.PE.R.183
17BP.14.ROW.R.183
ALLISON DRAKE, PE
-L- STA. 11+00.00
BEGIN PROJECT WBS 17BP.14.R.183
-L- STA. 15+80.00
END PROJECT WBS 17BP.14.R.183100% PLANSPROFESSIONA
LE
NG INEERNORTH CARO
LINA
SEAL

048313
NIMAJNEB .M ELO
C
64
NA 2011NAD 83/
DocuSign Envelope ID: E6F29A06-9F66-49B0-B11C-49E36E6B5C21
4/27/2021
4/27/2021
INV=2533.75'
INV=2531.82'
30.00' RT.
-L- +53.00 30.00' RT.
-L- +65.00
65.00' RT.
-L- +97.00
55.00' RT.
-L- +55.00
88.00' RT.
-L- +18.00
83.00' RT.
-L- +15.00
30.00' RT.
-L- +20.00
70.00' LT.
-L- +47.00
97.00' LT.
-L- +94.00
50.00' LT.
30.00' LT.
-L- +87.00
118.00' LT.
-L- +25.00
116.00' LT.
-L- +49.00
104.00' LT.
-L- +60.00
EXIST.
20.00' LT.
-L- +80.00
EXIST.
30.00' RT.
-L- +80.00
EXIST.
30.00' RT.
-L- +90.00
EXIST.
30.00' LT.
-L- +90.00
30.00' RT.
-L- +02.40
30.00' RT.
-L- +36.13
20.00' LT.
-L- +36.13
50.00' LT.
-L- +59.78
30.00' LT.
-L- +35.37
35.00' RT.
-L- +37.50
30.00' RT.
-L- +15.22
40.00' RT.
-L- +60.00
81.02' LT.
-L- +56.00
50.00' LT.
-L- +14.00
30.00' RT.
-L- +35.37
52.07' LT.
63.00' LT.
-L- +45.00
85.55' RT.
-L- +69.00
83.90' RT.
-L- +34.00
98.00' RT.
-L- +63.00
30.00' LT.
-L- +00.00
15" CSP
EST 11 SY GEOTEXTILE
EST 3 TON CL B RIP RAP
RETAIN
BRIDGE
EXISTING
REMOVE
24" RCP-III
SEE DETAIL E
EMBANKMENT
RIP RAP AT
ELBOW
GEOTEXTILE
EST 5 SY
CL B RIP RAP
EST 1 TON
Slope
Ditch
Front
SEE DETAIL A
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
18" CMP
REMOVE EXISTING
SEE DETAIL D
DITCH
STANDARD BASE
SEE DETAIL C
BASE DITCH
SPECIAL CUT
Slope
Ditch
Front
Geotextile
Geotextile
Ditch
Slope
Front
Geotextile
Grade
Ditch
1.5'
GEOTEXTILE
8:1 TAPER
8:1 TAPER
R=25'
R=20'
R=25'
R=12.5'
TO BE REMOVED
AND BENTS
EXISTING BRIDGE
W/ GEOTEXTILE (TYP.)
CLASS 'II' RIP RAP
NORMAL TO END CAP
1.5:1 SLOPE
LIMITS
EXCAVATION
LIMITS
EXCAVATIONGRGR
T
T
GR
18" CMP
S(2)
S(2)
S
SSGR
GR
GR
S
S
S
WD
WD
S
S
NE1
NW
1
D
1
CL
1
D2 SW
1
SE1
D3
CL2
D4
SILVERSTEIN RD.SR 1309 20' BSTSILVERSTEIN RD.
SR 1309 20' BST SR 13227100' +/- TO
US 6413000' +/- TOWEST FORK OF THE FRENCH BROAD RIVERTO
BR
IDGE
ATTACHED
UT
IL
IT
IES
30
.00'
30.00'
WOODS
INV=2549.29'
18" CMP
INV=2544.39'
WOODS
WOODS
Floyd, VA 24091
201 East Main Street, Suite 5
Citizens Telephone Company (Comporium)
WOODS
WOODS
GATE WOODS
WOODS
WOODS
WOODS
WOODS
UNITED STATES OF AMERICA
TRACT 21-D
DB 73 PG 566
GATE
RR SPIKE IN BASE OF 30" PINE
-L- STA. 12+00.11 9.66' RT
-BL- STA. 9+55.24 48.73' LT
BM #2 ELEV=2540.05'
-L- STA. 14+68.93 18.75 RT
-BL- STA. 12+15.81
87-0063-GPS 2
-L- STA. 11+32.73 26.82' RT
BL STA. 9+28.59
87-0063-GPS 1
DB 73 PG 566
TRACT 21-D
UNITED STATES OF AMERICA
RR SPIKE IN BASE OF 24" ELM
BM #1 ELEV=2551.38'
1
EXIST.
70.00' RT.
-L- +77.00
R/W
ABANDON
CHORD
-L- PC Sta. 11+35.37 10'10'
10'10'-L--DW2- POT Sta. 11+00.00
-L- Sta. 12+00.00
-DW1- Sta. 10+00.00=
-DW1- PRC Sta. 10+72.01
-DW1- PC Sta. 10+12.40
-DW1- POT Sta. 12+21.76
-DW2- CURVE DATA
PI Sta 10+28.75
D
L = 34.95'
T = 18.75'
R = 39.00'
SE = N/A
DS = 5
PI Sta 10+81.18
D
L = 28.62'
T = 14.99'
R = 39.00'
DS = 5
SE = N/A -DW2-ABC12'16'
EX
IST
07
06060
5
04
0302
0
100 01020203040
5
0
5
4
054
06
0708
085
E
XIST
010
09
08070
6
05
04030
2 010001020
5
4
0
5
04
03
022
012
02 02EXI
ST01102-1WD-02004
00
0102
02
EXIST
003
00
0102
-L- PC Sta. 15+36.13
-L- PT Sta. 12+59.78
STA. -L- POT 10+50.00
BEGIN CONSTRUCTION
-L- CURVE DATA
PI Sta 12+09.82
D
L = 124.40'
T = 74.45'
R = 90.00'
DS = 20
SE = 06
PI Sta 14+60.37
D
L = 87.18'
T = 45.15'
R = 136.00'
DS = 20
SE = 054
PI Sta 15+83.09
D
L = 93.87'
T = 46.96'
R = 1,100.00'
SE = EXIST.
DS = 20
-L- PT Sta. 15+02.40
-DW2- PT Sta. 10+94.81
-DW2- PC Sta. 10+66.19
-DW2- PT Sta. 10+44.95
-DW2- PC Sta. 10+10.00
BEGIN GRADE
-L- Sta. 14+30.00
-DW2- Sta. 10+00.00=1015
POT STA. -L- 10+00.00+50.64+
7
8.8
7
+06
.62 +19.19+
89.80
+09
.86 (TYP.)13'+40.94
+90
.58018'+29.00(TYP.)12'+47.00+19.96
-L- PC Sta. 14+15.22-DW2--DW1- CURVE DATA
PI Sta 10+49.78
D
L = 59.61'
T = 37.38'
R = 39.00'
SE = N/A
DS = 5
PI Sta 11+09.87
D
L = 74.17'
T = 37.86'
R = 150.00'
DS = 5
SE = N/A
(TYP.)13.50'
BEGIN PROJECT
STA. -L- POT 11+00.00
PT STA. -L- 16+30.00
END CONSTRUCTION
POC STA. -L- 15+80.00
END PROJECT
RIGHT OF WAY LINE
ON -DWI- TO PROPOSED
REMOVE AND RESET GATE*
*(TYP.)13.50'-L-
-DW1- PT Sta. 11+46.18
**
**+59.69-DW1- POT Sta. 10+10.00
BEGIN GRADE
-DW2- POT Sta. 10+95.00
END CONSTRUCTION
-DW1- POT Sta. 11+47.00
END CONSTRUCTION
LEVELS. SEE DETAIL E.
BENTS TO NATURAL GROUND
SLOPE BACK EXISTING END
R/W
ABANDON
TB2GI
06060
5
04
0302
0
100 0102020304050
5
4
054
06
010
09
0
8070
6
05
04030
2 010001020
5
4
0
5
04
012
02 01102 02004
00
0102
02
EXIST
003
00
0102ELBELB0401
0402
0403
D2:1( Not to Scale)
SPECIAL CUT DITCH
DETAIL B
Ground
Natural
FROM -L- STA. 12+50 TO STA. 12+64 LT
Min. D= 1.0 Ft.
Flatter2:1 or
TB2GI
D
d
( Not to Scale)
SPECIAL CUT DITCH
DETAIL A
Ground
Natural
1.5:14:1
44 SY GEOTEXTILE
Type of Liner= 24 TONS CL B Rip-Rap Min. d= 1.5 Ft.
Min. D= 2 Ft.
FROM -L- STA. 11+00 TO STA. 11+83 LT
FROM -L- STA. 12+91 TO STA. 13+21 LT
B= 2 Ft.
Max. d= 1.5 Ft.
Min. D= 2.3 Ft.
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
DETAIL D
Ground
Natural
Ground
Natural
*When B is < 6.0'
DDE = 26 CY
24 SY GEOTEXTILE
Type of Liner= 17 TONS CL I Rip-Rap
d 2:1B
D
( Not to Scale)
SPECIAL CUT BASE DITCH
2:1
DETAIL C
Ground
Natural
25 SY GEOTEXTILE
Type of Liner= 18 TONS CL I Rip-Rap
B= 2 Ft.
Max. d= 1.5 Ft.
Min. D= 2.3 Ft.
FROM -L- STA. 12+55 TO STA. 12+91 LT
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM -L- STA. 13+21 TO STA. 13+30 LT
DETAIL E
8 SY GEOTEXTILE
Type of Liner= 6 TONS,CL I Rip-Rap
10'min.
1.0'min.
BRIDGE NO. 870063
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
417BP.14.R.183
R/W SHEET NO.8/17/99ENGINEER ENGINEER
27-APR-2021 09:52R:\Roadway\Proj\870063_Rdy_psh.dgn$$$$USERNAME$$$$DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NAD 83/ NA 2011
10'10'TYPE III
BRIDGE SKETCH SHOWING BRIDGE/PAVEMENT RELATIONSHIP N.T.S.-DW2-AT-1
-L-
12'16'GREU, TL-2
AT-1
GREU, TL-2
27'-10"-1WD-10'10'4'4'4'
120°
ABC
BRIDGE EXCAVATION
PAVEMENT REMOVAL
BRIDGE APPROACH SLAB
FOR -L-, -DW1-, -DW2- PROFILES, SEE SHEET 5
-L- POT Sta. 12+64.28
BEGIN APPROACH SLAB
-L- POT Sta. 14+13.56
END APPROACH SLAB
CURVED
SHOP
TYPE III
CURVED
SHOP
TYPE III
-L- Sta. 14+36.50
END SBG
3' 11"3' 11"FOR STRUCTURE PLANS, SEE SHEET S-1 THRU S-22
PROFILE ALONG EXISTING BRIDGE
RIPRAP AT EMBANKMENT
PROFESSIONA
LE
NG INEERNORTH CARO
LINA
SEAL

030952
ONIRAF .D REFINNEJ
-L- POT Sta. 12+74.98
BEGIN BRIDGE
-L- POT Sta. 14+02.86
END BRIDGE
-L- Sta. 14+21.86
BEGIN CLASS I RIP RAP
-L- Sta. 14+20.87
BEGIN CLASS 1V SELECT MATERIAL
-L- Sta. 14+21.00
BEGIN SBG
-L- Sta. 14+50.00
SELECT MATERIAL
END CLASS IV
-L- Sta. 14+25.45
BEGIN CLASS I RIP RAP
-L- Sta. 14+50.00
RIP RAP
END CLASS I
SHOP CURVED
TYPE III
EST 62 SY ROCK PLATING
NC FIRM LICENSE No: F-0493PROFESSIONALENGINEERNORTH CARO
LINA
SEAL

048313
NIMAJNEB .M ELO
C
F
C
C
F
FF
F
F
C
F
F
C
F
F
C
C
DocuSign Envelope ID: E6F29A06-9F66-49B0-B11C-49E36E6B5C21
4/27/20214/27/2021
SBG
EST 11 SY GEOTEXTILE
EST 3 TON CL B RIP RAP
RETAIN
SEE DETAIL E
EMBANKMENT
RIP RAP AT
ELBOW
GEOTEXTILE
EST 5 SY
CL B RIP RAP
EST 1 TON
Slope
Ditch
Front
SEE DETAIL A
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH SEE DETAIL D
DITCH
STANDARD BASE
SEE DETAIL C
BASE DITCH
SPECIAL CUT
Slope
Ditch
Front
Geotextile
Geotextile
Ditch
Slope
Front
Geotextile
Grade
Ditch
1.5'
GEOTEXTILE
15" CSP
BRIDGE
EXISTING
REMOVE
18" CMP
REMOVE EXISTING
INV=2533.75'
INV=2531.82'
24" RCP-III
LIMITS
EXCAVATION
LIMITS
EXCAVATIONGR
GR
18" CMP
S(2)
S(2)
S
SSGR
GR
GR
S
S
S
S
S
WEST FORK OF THE FRENCH BROAD RIVER18" CMP
WOODS
WOODS
GATE
WOODS
UNITED STATES OF AMERICA
GATE
UNITED STATES OF AMERICA
WD
WD
WOODS
INV=2549.29'
INV=2544.39'
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
C
C
C
C
C
C
R/W
ABANDON
CHORD
1015
ELBELBD2:1( Not to Scale)
SPECIAL CUT DITCH
DETAIL B
Ground
Natural
FROM -L- STA. 12+50 TO STA. 12+64 LT
Min. D= 1.0 Ft.
Flatter2:1 or
TB2GI
D
d
( Not to Scale)
SPECIAL CUT DITCH
DETAIL A
Ground
Natural
1.5:14:1
44 SY GEOTEXTILE
Type of Liner= 24 TONS CL B Rip-Rap Min. d= 1.5 Ft.
Min. D= 2 Ft.
FROM -L- STA. 11+00 TO STA. 11+83 LT
FROM -L- STA. 12+91 TO STA. 13+21 LT
B= 2 Ft.
Max. d= 1.5 Ft.
Min. D= 2.3 Ft.
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
DETAIL D
Ground
Natural
Ground
Natural
*When B is < 6.0'
DDE = 26 CY
24 SY GEOTEXTILE
Type of Liner= 17 TONS CL I Rip-Rap
d 2:1B
D
( Not to Scale)
SPECIAL CUT BASE DITCH
2:1
DETAIL C
Ground
Natural
25 SY GEOTEXTILE
Type of Liner= 18 TONS CL I Rip-Rap
B= 2 Ft.
Max. d= 1.5 Ft.
Min. D= 2.3 Ft.
FROM -L- STA. 12+55 TO STA. 12+91 LT
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM -L- STA. 13+21 TO STA. 13+30 LT
DETAIL E
8 SY GEOTEXTILE
Type of Liner= 6 TONS,CL I Rip-Rap
10'min.
1.0'min.
B
B C
ENGINEER.
NEED TO BE INSTALLED AS DIRECTED BY THE
ADDITIONAL EROSION CONTROL DEVICES MAY
REQUIRE PRIOR APPROVAL BY ENGINEER.
NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL
IN PROPOSED DITCH LINE
INSTALL 25 SY MATTING
IN PROPOSED DITCH LINE
INSTALL 60 SY MATTING
IN PROPOSED DITCH LINE
INSTALL 65 SY MATTING
IN PROPOSED DITCH LINE
INSTALL 60 SY MATTING
FROM -DW2- STA. 10+50 to 10+95 LT
FROM -DW1- STA. 10+50 to 11+00 LT
FROM -DW1- STA. 10+50 to 11+00 RT
NOT ALLOWED IN OR ON STREAM BANKS.
NOTE: EXCELSIOR OR OTHER MESH TYPE NETTING IS
NOT ALLOWED IN OR ON STREAM BANKS.
NOTE: EXCELSIOR OR OTHER MESH TYPE NETTING IS
NC FIRM LICENSE No: F-0493
OF RUNOFF IN ROADWAY OPEN TO TRAFFIC.
TRAPS, TYPE-C AS DIRECTED TO AVOID IMPOUNDMENT
DEVICES IN LIEU OF ROCK INLET SEDIMENT
UTILIZE FABRIC INSERT INLET PROTECTION
NOTE:
FROM -L- STA. 15+00 to 15+50 RT
F
F
FF
F
F
F
F
F
F

SHEET NO.PROJECT REFERENCE NO.
EC-5/CONST. 4
19-APR-2021 13:57R:\Environmental\Design\Plan Sheets\870063_EC_dsn_psh_EC-5.dgn$$$$USERNAME$$$$8/17/9917BP.14.R.183
EST 62 SY ROCK PLATING
NAD 83/ 2011
DocuSign Envelope ID: AFE7DA3E-A7A8-4CD6-A608-2CAA45D10F73
TS
TS
SITE 1
TS
TSTS
S