HomeMy WebLinkAbout20191758 Ver 1_Permit Drawings_07302019_20191230See Sheet 9-A For Index of Sheets
See Sheet 9-R for Conventional Symbols
STATE OF NORTH CARD ILA
DIVISION OF HIGHWAYS
MARTIN COUNTY
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 1160 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.
N �
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+
FLAT SWAMP
77FLATWAMP
END
17 + 08.32
—L— TO ROBERSONFILLE
1159 FLAT,SWAMP RD
QJECT 17BP.I.R.86
-L- STA.18 + 80.00
41
erwrn erwTe PRomcr Ra1BRDNCa No. s"eD
N.C. 17BP.1. R.86
1713P.1.R.86 PE
PERMIT DRAWING
SHEET 1 OF 4
Nil,
INCOMPLETE PLANS
DO NOT USE FOR RdW ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Prepared in the Office j -
Prepared for:
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
HYDRAULICS ENGINEER
ADT 2015 — 1,100
—wAffETHERILL
ENGINEERING
DIVISION OF HIGHWAYS
DIVISION I
moor
50 25 0 50 100
1223 Jon es Franklin Rd. Raleigh, N.C. 27606
113 Airport Drive
��
�2 Q�e�P�
ADT =
K = %
D = %
LENGTH ROADWAY PROJECT 176P.1.R.86 = 0.058 MILES
License No. F-0377
Bus: 919.851.8077 Fax: 919.851.8107
Edenton NC, 27935
�o
2012 STANDARD SPECIFICATIONS
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 /0 =
V = 60 MPH
* TTST = % DUAL = %
JUNE 20, 2019
ROADWAY DESIGN
ENGINEER
a
a
TOTAL LENGTH PROJECT 17BP.1.R.86 = 0.072 MILES
LETTING DATE:
ROBERT O'DELL JR.
PROFILE (HORIZONTAL)
PROJECT DESIGN ENGINEER
NOVEMBER 20, 2019
10 5 0 10 20
FUNC. CLASS = LOCAL
(Subregional Tier)
RYAN SHOOK
NCDOT CONTACT: DIVISION PROJECT ENGINEER
PROFILE (VERTICAL)
� � I
\�\ WOODS BARBARA JAMES)'ET AL I
w000s ,k 1
TO SR //� 60 REEKS RO. `K NN 1
— _-
-.—WL — — — — — EXISTING R/W
SR 1I59 FLAT SWAMP ROAD 2r PAVED ROADWAY '
.X- .. _. _ .. .. .. _.
EXISTING R/W EXISTING R/W!.'E�
O�R2 w000s R c
BARBARA JAMES,ET AL=f.yA;1T�N
DETAIL B
RIP RAP AT EMBANKMENT
IA
IGG' IGG, INw fo S-IR)
Z 1o'IaRn.
O Ditch l.o'mi . %r—I D,
N G ade
w GRAPHIC SCALE
GEOTEXTILE II
DENOTES IMPACTS IN pc a,Dner= 18ToGeoedllel=210��5Yp
SURFACE WATER FROM STA. 16+41 TO STA. 16+65-L-RT.
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DETAIL A
SPECIAL CUT DITCH
I
cABANDONED7
Notw SmI I
Nofuml-
F—
DB<h
Graaad
Min. D=1.5 Ft.
FROM STA. 15+50 TO STA. 16+55 -L- RT.
\AL
FLAT SWAMP
cA
WOODS
R
115'DOMINION POWER EASEMENT
WOODS
R 1
.
E
E
—
PY00 UM
12GI
PPORT
— —T_ —
B 2G
— —T— _
--
�F
e
E
n
j
I WrOODS m
5 RIP FAF
DE J . TNW wP RAP
EsT
` WOODS
Ca$WA
EST.5 EY GEOTE%TILf
LIE' OEM, T
➢m
WOODW
POWER EASEMENT
o
R,P@
EMBAIJItMEM
(SEE DETAIL B)
-
T=I
J BRIDGE 171
—SSRIP aaP 3-SPAN CONCRETE AND WOOD
EST.] TIN RIP RAP WITH 4 WOODEN WINGWALLS
EST.7 SY GEOTEXTHE
LOW WOOD BRIDGE
TOP OF WATER TO LOW BEAMAM BBRIDGE CLEARANCE=7.02'
THE HISTORIC HIGH WATER MARK COULD NOT BE
DETERMINED BY PHYSICAL OR PAROLE EVIDENCE
- - 1223 Jones Franklin Rd.
ETHERILL Raleigh, N.C. 27606
ENGINEERING Ucense No. F-0377
BUS: 919 8518077
Fax: 919 851 8107
TRANSPORTATION PLANNING/DESIGN- BRIDGE/STRUCTURE DESIGN
CIVIL/SITE DESIGN - GIS/GPS- CONSTRUCTION OBSERVATION
PROJECT REFERENCE NO.
SHEET NO.
17BRJ.R.86
4
R'W SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PERMIT D RAW I N G
SHEET 2 OF 4
INCOMPLE
DO NOT USE FOR
E PLANS
/ W ACOUTSITION
EUGENE ROBERSON
4
EUGENE ROOBERSON
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
EXISTING fl/W
TO ROBERSONVILLE
`t'AMP ROAD 20'PAVED ROADNAY
EXISTING RIW
CULTIVATED
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
z5.1
GREU TL-3 TYPE -II
z5:,
TYPE -III GREU TL-3
-L- PT 5fa.15�82%
N J449'47TE BEG. AlP. SLAB
END APP. SLAB
—L— STA. 16+26.32
—L— STA. 17+20.32
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11 12 13 14 15
16
17
18 19
20
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
< 0.01
< 0.01
45
60
TOTALS*:
< 0.01
< 0.01
45
60
0
*Rounded totals are sum of actual impacts
NOTES: