20210812 Ver 1_17BP.1.R.92_Permit Drawings_08.21.19_20210419

WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 1 OF 3
PERMIT DRAWING
RDY 5
0
0
0
PROFILE (HORIZONTAL)

PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA Prepared in the Office of:DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
P.E.
SIGNATURE:
P.E.
P.E.
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
0
00
21-AUG-2019 15:44R:\Hydraulics\PERMITS_Environmental\Drawings\17BP.1.R.92_prm_tsh.dgn$$$$USERNAME$$$$STATE HIGHWAY DESIGN ENGINEERDEPARTMEN
T
O
F
TRANSPORTATIONSTATE O F NORT
H CAR
O
LI
NAADT ==
=
=
0
0
0 PROJECT ENGINEER
NCDOT CONTACTCONTRACT:W.B.S. NO.

SIGNATURE:

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TYPE OF WORK: WIDENING, GRADING, PAVING, DRAINAGE, AND STRUCTURE

17BP.1.R.92
2016
BRIDGE NO. 13 BRANCHES BRIDGE RD (SR 1339) OVER MEHERRIN RIVER
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 E. MILLBROOK ROAD, SUITE #160
5
0.032 MILES
FUNC CLASS =

LOCAL
RURAL
=6%TTST
=-%DUALS
GUIDELINES
SUB-REGIONAL TIER
0.081 MILES20102040
20 10 20 40
17BP.1.R.92

PE
4 4 82
0.113 MILES
V =
NORTHAMPTON COUNTY
80
30

RYAN SHOOK
-L- STA 16+50
END PROJECT 09/08/9917BP.1.R.92PROJECT:Mt.
Railroad
dR
OFF-SITE DETOUR
LOCATION
PROJECT
VIRGINIA
VICINITY MAP SR 1338Francisville RdSR 1333
Mt. Caramel Church Rd Branches Bridge RdSR 1339Crossroads
Leweters
Britton Rd
SR 1337S
R 1341Mt. To
wer Rd SR 1346
Sharron Church Rd VA 663VA 701VA 730
CAROLINA
NORTH
VA 186
NC 186
VA-701 HWYTO(SR 1333)SEVERN RD TO
-L- STA 10+55
BEGIN PROJECT
BRANCHES BRIDGE RD (SR 1339)
2018 STANDARD SPECIFICATIONS
APRIL 5, 2019
LENGTH ROADWAY PROJECT 17BP.1.R.92
LENGTH STRUCTURES PROJECT 17BP.1.R.92
TOTAL LENGTH PROJECT 17BP.1.R.92
-L- STA 13+38.75
BEGIN BRIDGE
-L- STA 15+06.25
END BRIDGE
MEHERRIN RIVER
MEHERRIN RIVER
-L-
*DESIGN EXCEPTION REQUIRED FOR HORIZONTAL CURVE
MPH*
17BP.1.R.92
17BP.1.R.92
ROW
UTIL
17BP.1.R.92 CONST
BRUCE PAYNE, P.E.
DANA RINGER100% PLANS

MARCH 17, 2021 NA 2011NAD 83 /E
NGINEER
P ROFESSI
ON
A
LNORTH CA
R
OLIN
A
SEAL
022610 .RJ ,ENYAP .B ECU
RB E
NGINEER
P ROFESSI
ON
A
LNORTH CA
R
OLIN
A
SEAL
043351
UNUH .D HTENN
EK
RETAIN
SEE DETAIL A
CUT 'V' DITCH
10 SY OF GEOTEXTILE
3 TONS CLASS B RIP RAP
CUT OFF/REMOVE PYLONS (TYP.)
5 SY OF GEOTEXTILE
1 TONS CLASS B RIP RAP
5 SY OF GEOTEXTILE
1 TONS CLASS B RIP RAP
SHEET 2 OF 3
PERMIT DRAWING
WETLAND AND SURFACE WATER IMPACTS PERMIT
00 20 401020
SCALE
REVISIONS DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
517BP.1.R.92
R/W SHEET NO.8/17/9921-AUG-2019 15:44R:\Hydraulics\PERMITS_Environmental\Drawings\17BP.1.R.92_prm_PSH_05.dgn$$$$USERNAME$$$$13 14 15 16
20
24
28
32
36
40
17-L- STA 12+75.00MATCHLINE SEE SHEET 416
12
8 8
12
16
20
24
28
32
36
40
-L- STA. 13+13.75 TO 13+38.75 (RT)
-L- STA. 13+13.75 TO 13+38.75 (LT)
PROPOSED SHOULDER BERM GUTTER
Flatter4:1 or
D
( Not to Scale)
CUT DITCH
DETAIL A
Ground
Natural Slope
Ditch
Front
FROM STA. 15+50 TO STA. 16+503:11
GOODWOOD VIRGINIA, LLC
DB 886 PG 325
MB 14 PG 64
Min. D= 1.2 Ft.
RIGHT DITCH

NOTE: See Sheets S-1 - S-22 for Structure Plans
THE BRIDGE TO THE PAVEMENT
SKETCH SHOWING THE RELATIONSHIP OF
-L- STA. 13+27.88
BEGIN BRIDGE APPROACH
BEGIN BRIDGE -L- STA. 13+38.75
END BRIDGE -L- STA. 15+06.25
-L- STA. 15+17.12
END BRIDGE APPROACH NC-L-MEHERRIN RIVER27.83'10'3'-11"
3'-11"10'R=15'
SHOP CURVE
TYPE-III
SHOP CURVETYPE-III
TYPE-III
TYPE-III
15NC-L-SHOP CURVE
TYPE-III
TYPE-III
TYPE-IIIGREU TL-2
GREU TL-2
-L-GREU TL-2PI Sta 15+57.73
D
L = 80.67'
T = 52.18'
R = 50.00'
-L-
SE = NC
NCSHOP CURVETYPE-III
AT-1
EX EX
NC
BRIDGE SEAT=33.02'
BRIDGE SEAT=33.15'
8' WD WW
8' WD WW
BRIDGE SEAT=33.23'
BRIDGE SEAT=33.34'
8' WD WW
WD WW
8'
WOODS
36" RCP
GATE
MTL
GPS B5502-2
BM#1
MEHERRIN RIVER
GLOVER FARMS OF CAROLINA, LLC
DB 940 PG 217
MB 7 PG 49
GOODWOOD VIRGINIA, LLC
DB 886 PG 325
MB 14 PG 64
STEPHENSON
JAMES ELLIOTT
DB 735 PG 778
BL-4
EL = 34.97'
(+)5.6024%(+)0.3000%
VC = 65'
K = 12
PI = 15+45.00
EL = 35.72'
(+)0.3000%
(
-
)3
.5828%
VC = 50'
K = 13 PI = 16+15.00
EL = 33.21'
(-)0.9280%
VC = 70'
K = 26
DS = 25 MPH
DS = 25 MPH
ELEV. = 32.88
-L- Sta. 16+50.00
END GRADE
STRUCTURE
-L- Sta. 15+06.25
END BRIDGE
-L- Sta. 13+38.75
BEGIN BRIDGE
GRADE
PROPOSED
DS = 25 MPH
Existing Down Stream Profile
Existing Up Stream Profile
AND PIERS
BRIDGE, ABUTMENTS,
REMOVE EXISTING
LOWEST CHORD
EXISTING BRIDGE
38.3'
NCDOT 25-yr WSEL:
ROAD
EXISTING
FEMA 100-yr WSEL: 39.0'
PI = 12+95.00
WSEL: 27.1'
NCDOT OT
ELEVATION: 14.8'
NORMAL POOL
PROFILE
THEORETICAL SCOUR
SCOUR SLOPE 1.4:1
ELEVATION = 35.35'
SKEW 90"
24" CORED SLAB
1 @ 50', 65', AND 50'
CL BRIDGE STA. 14+22.50 -L-
WSEL: 40.3'
NCDOT 100-yr
OR FLATTER
CLASS II RIP RAP 1.5:1
OR FLATTER
CLASS II RIP RAP 1.5:1
OF 23" SYCAMORE"
"RR SPIKE IN BASE
ELEV=32.59'
39.12' LEFT
-L- STA. 15+90.04
BM#1
2
3
1
1
CLASS II RIP RAP
CLASS II RIP RAP
501
502
503
504
TB 2GI
TB 2GI
INV=26.8
TOP=28.1
INV=32.1
TOP=34.8
INV=32.1
TOP=34.8
w/ ELBOWS
15" CAAP
INV=28.3
TOP=29.6
w/ ELBOWS
15" CAAP
SBG
SBG
SHOP CURVE
TYPE-III
TYPE-III
TYPE-III
-L-
SHOP CURVETYPE-III
AT-1
F
F
F
F
F
F
F
F
FFF CFCFF CCNAD 83/ 2011(919) 876-6888 NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 160
E
NGINEER
P ROFESSI
ON
A
LNORTH CA
R
OLI
N
A
SEAL
022610 .RJ ,ENYAP .B ECU
RB E
NGINEER
P ROFESSI
ON
A
LNORTH CA
R
OLIN
A
SEAL
043351
UNUH .D HTENN
EK
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 13+74 / 13+94
Removing Existing Piles and
Constructing Proposed Piles 0.00 0.00 0
2 14+14 / 14+24 Removing Existing Piles 0.00 same as
site #1
3 14+51 / 14+65
Removing Existing Piles and
Constructing Proposed Piles 0.00 0.00
same as
site #1
TOTALS:0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 0
Site 1 Permanent SW Impacts: 0.00
SF
Site 2 Permanent SW Impacts: 0.00
SF
ATN Revised 3/31/05
WBS - 17BP.1.R.92 (SF-650013)
WETLAND PERMIT IMPACT SUMMARY
SURFACE WATER IMPACTSWETLAND IMPACTS
PERMIT DRAWING
SHEET 3 OF 3
NORTHAMPTON COUNTY
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS