20191758 Ver 1_Permit Drawings_20190918_20200309

See Sheet 9-A For Index of Sheets
See Sheet 9-B for Conventlonal Symbols
TATE OF NORTH CAROL INA
DIVISION OF HIGHWAYS
O
MARTIN COUNTY
S
LOCATION. BRIDGE No.71 OVER FLAT SWAMP ON
SR H59
TYPE OF WORK: GRADING, DRAINAGE, PAVING, STRUCTURES.
WETLAND AND SURFACE WATER IMPACTS PERMIT
BEGIN PROJECT 17BP.1.R.86
-L- STA.15 + 00.00
TO SR 11M MEEKS RD.
o CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
c
w, THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
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FLAT SWAMP
FLAT SWAMP
END
—L— TO ROBERSONFILLE
1159 FLATSWAMP RD
QJECT 17BP.I.R.86
-L- STA.18 + 80.00
11
erwrn. 9'1'wTe PaQ1B1,T MIIBR6NC6 raw sxen
I�T.�17BP.1.R.86
1713P.1.R.86 PE
PERMIT DRAWING
SHEET 1 OF 4
NNE
NOTE: NO DECK DRAINS
ON BRIDGE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the OJJtce of.
Prepared f r:
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
ETHERILL
HYDRAULICS ENGINEER CAq
ADT 2015 — 1,100
ENGINEERING
DIVISION OF HIGHWAYS
DIVISION I
op?.•••55 :�/y
? �OFE °,:>
moor
$0 25 0 50 100
1223 Jones Franklin Rd. Raleigh, N.C. 27606
113 Ai,port Drive
> 4 SEAL
o�
Q
ADT =
K = %
D = %
LENGTH ROADWAY PROJECT 17BP.1.R.86 = 0.058 MILES
License No. F-0377
Bus: 919.851.8077 Fax: [phone]
Edenton NC, 27935
i 23999
NE�:•' �°r
9X "5
�o
2012 STANDARD SPECIFICATIONS'•.!'G
BOB A. MAY, PE
PLANS
RIGHT OF WAY DATE:
PROJECT ENGINEER
LENGTH STRUCTURE PROJECT 17BP.1.R.86 = 0.014 MILES
50 25 0 50 100
T = % *
V = 60 MPH
* TTST = % DUAL = %
DUNE 20, 2019
ROADWAY DESIGN ."N aRar•
ENGINEER c
°0;1•• • %''%
n
a
TOTAL LENGTH PROJECT 17BP.1.R.86 = 0.072 MILES
LETTING DATE:
NOVEMBER 20, 2019
ROBERT O'DELL JR.
PROFILE (HORIZONTAL)
PROJECT DESIGN ENGINEER
10 5 0 10 20
FUNC. CLASS = LOCAL
(Subregional Tier)
21116
ppp�
RYAN SHOOK,o'
NCDOT CONTACT: DIVISION PROJECT ENGINEER
PROFILE (VERTICAL)

z
0
N
-L- PC Sto.10+00.00 -L- PT Sto. 11+46.42
-L- PC Sto. 11+61J9
BARBARA JAMES)'ET AL I CLASS II RIP RAP
\ WOODS �e `� I TO SHLD. PT. (TYP.) \
WOODS I
TO SR //� 60 REEKS RD.
ISTINC R/W
.. %ISTING R/W
------------------
_ SR 1159 FLAT SWAMP ROAD 2/'PAVED ROADWAY
_T- - - - - - - - - -- - -- - -
.X- .. _. .. .. .. _.
EXISTING R/W EXISTING R/W
0�
1 \� w000s R c
BARBARA JAMES, ET AL -L- PT Sta. /3+33.43 -L- PC Sta. 14+74.93 µ�i�
(sEWDETyL A) ITcry
T C+- IG 10'J DC
100, 0' 100,
GRAPHIC SCALE
BEGIN GRADE
BEG INL-GR.ADEO.00 6c
—L— STA. 15 + 0 0
EL = 46.99
DETAIL A I
SPECIAL CUT DITCH IABANDONEDI
Notw SmI I
Front
S.
tG! .1 4'3 0T Slope -
.cend 3./ D F\wee
A.
Min. D=1.5 Ft.
FROM STA. 15+50 TO STA. 16+55 -L- RT.
\ CLASS II RIP RAP
TO SHLD PT (TYP)
- - 1223 Jones Franklin Rd.
PROJECT REFERENCE NO.
SHEET NO.
YE THHERILL Raleigh, N.C. 27606
ENGINEERING License No. F-0377
17BFJ.R.86
4
RM1V SHEET NO.
BUS: 919 8518077
Fax: [phone]
ROADWAY DESIGN
TRANSPORTATION PLANNING/DESIGN- BRIDGE/STRUCTURE DESIGN
ENGINEERT��S
CIVIUSITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
-L- PT Sta.21+98.14
FLAT SWAMP STRDETDRE —L— PC Sta. 19+17.80
r r EGN O
EST
50 50 CY
woogs� I EUGENE ROBERSON
WOODS
\
115'DOMIrvION PONER EASEMENT
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EST.S SY GEOTE% -
IIE'DOMINION
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WOOD
W
POWER EASEMENT
I
o
STxu'EM
E-YATION
EST- C
1 -
BRIDGE ^71
_
3-SPAN CONCRETE AND WOOD
WITH 4 WOODEN WINGWALLS
LOW WOOD BEAM=45.93'
TOP OF WATER TO LOW BEAM BRIDGE CLEARANCE=7.02'
THE HISTORIC HIGH WATER MARK COULD NOT BE
DETERMINED BY PHYSICAL OR PAROLE EVIDENCE
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MEETS WITHIN 20MPH
17 18 19 20
O
EUGENE ROBERSON
TO ROBERSONVILLE
R 1159 FLAT I,SWAMP ROPD 20' PAVED ROAf1rNAY
CULTIVATED
-L- POT Sto. 23+40.49
PERMIT DRAWING
SHEET 2 OF 4
SEE SHEET Sl— THRU S—? FOR STRUCTURE PLANS
SKETCH SHOWING PAVEMENT /STRUCTURE RELATIONSHIP
BEG. BRIDGE
END BRIDGE
—L— STA. 16+38.32
—L— STA. 17+08.32
GREU TL-3 PE -III
TYP III GREU TL-3
211
GREU TL-3 TYPE -II
TYPE -III GREU TL-3
-L- PT SI115T•82515
N JC46V,-E BEG. APP. SLAB
END APP. SLAB
-L- STA. 16+26.32
-L- STA. 17+20.32
BRIDGE HYDRAULIC DATA
DESIGN DISCHARGE = 1400
CFS
DESIGN FREQUENCY = 25
YRS
DESIGN HW ELEVATION = 45.4
FT
BASE DISCHARGE = 2100
CFS
BASE FREQUENCY = l00
YRS
BASE HW ELEVATION = 46.3
FT
OVERTOPPING DISCHARGE = 2400
CFS
OVERTOPPING FREQUENCY= 100+
YRS
OVERTOPPING ELEVATION = 46.5
FT
= FT
DATE OF SURVEY = 11712019
W.S. ELEVATION
AT DATE OF SURVEY = 39.7 FT
21 22 23
50
40
30
20
10

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
-L- 16+37 to 17+09
72' Bridge (no impacts)
TOTALS*:
0
0
0
*Rounded totals are sum of actual impacts
NOTES:
2013 1024