HomeMy WebLinkAbout20191758 Ver 1_Permit Drawings_Buffer_20190918_20200309See Sheet 9-A For Index of Sheets
See Sheet 9-B for Conventlonal Symbols
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STATE OF NORTH CAROL INA
DIVISION OF HIGHWAYS
MARTIN COUNTY
LOCATION. BRIDGE No.71 OVER FLAT SWAMP ON
SR H59
TYPE OF WORK: GRADING, DRAINAGE, PAVING, STRUCTURES.
BUFFER 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
-L- TO ROBERSONFILLE
1159 FLATSWAMP RD
END PROJECT 17BP.I.R.86
-L- STA.18 + 80.00
erwrn 9'1'wTe Pag1B1,T MlnMuwce raw '^ter
N.C. 17BP.1.R.86
NNE
BUFFER DRAWING
SHEET 1 OF 3
NOTE: NO DECK DRAINS
ON BRIDGE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
Prepared in the OJJice of.-
ETHERILL
Prepared f r:
HYDRAULICS ENGINEER
ADT 2015 — 1,100
ENGINEERING
DIVISION OF HIGHWAYS
DIVISION I
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?:4oF °Ngi9
moor
50 25 0 50 100
1223 Jones Franklin Rd. Raleigh, N.C. 27606
113 Airport Drive
SEAL
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Q�(2pi
ADT =
K = %
LENGTH ROADWAY PROJECT 17BP.1.R.86 = 0.058 MILES
License No. F-0377
Bus: 919.851.8077 Fax: 919.851.8107
Edenton NC, 27935
a 23993 r
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2012 STANDARD SPECIFICATIONS
BOB A. MAY, PE
PLANS
RIGHT OF WAY DATE:
D = %
PROJECT ENGINEER
50 25 0 50 100
T = %
V = 60 MPH
* TTST = % DUAL = %
LENGTH STRUCTURE PROJECT 17BP.1.R.86 = 0.014 MILES
JUNE 20, 2019
a
•.I.
ROADWAY DESIGN . `N CA p�
ENGINEER o: ss1 m ,
; 2.�Fe oti`9'y
TOTAL LENGTH PROJECT 17BP.1.R.86 = 0.072 MILES
LETTING DATE:
ROBERT O'DELL JR.
(HORIZONTAL)
PROFILE HORIZONTAL
PROJECT DESIGN ENGINEER
NOVEMBER 20, 2019
S.
b
10 5 0 10 20
FUNC. CLASS = LOCAL
RYAN SHOOK
NCDOT CONTACT: DIVISION PROJECT ENGINEER
(Subregional Tier)
'��•,BO ;�GINEE
,
PROFILE (VERTICAL)
BUFFERDRAWING
SPEDAL CUT DITCH I
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-L- PC Sto. 10+00.00
-L- PT Sta. 11+46.42 SHEET
2 OF 3
NI,, aR SI
Graaad D F\fie
-L- PC Sto. 11+6/J9
Min. D=1.5 H.
N 75' 4'12" W
FROM STA. 15+50 TO STA. 16+55 -L-CRT.
35.07'
N 78°43'20' W CLASS II RIP RAP
C/L CANAL P/L 38,3 \ TO SHLD. PT. (TYP.)
FLAT SWAMPSTRUCTURE
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NI
DOMINION POWER EASEMENT
N, � WOODS
TO SR //� 60 REEKS RO.
ExanNc A,EXISTING
-
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--
GREU TLC
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SR 1159 FCAT SWAMP ROAD 2/'PAVED ROADWAY
o
UPPOfitT
(ABANDONED)
v
- - 1223 JL.ones Franklin Rd.
ETHERILL Raleigh, N.C. 27606
ENGINEERING Bus: 07 R91985187
Fax: 919 8518107
TRANSPORTATION PIANNING/DESIGN- BRIDGE/STRUCTURE DESIGN
PROJECT REFERENCE NO.
SHEET NO.
/78P,1°R.86
4
WIN SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
-L- PC Sto. 19+17.80 O
2
EUGENE ROBERSON
WOODS
CNIUSITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
-L- PT Sta.21+98.14
/ 2I 6 \ I I TO ROBERSONVILLE
—T— — .- -. . - s.. - - _- - — — — — —T— _
em- -TL- _ - --
x- -' ' - S - B 2GI GREU TL
EXISTING R/w -
" ' - EXISTING R/W � --
L al
1 WOODS R C S S e R� RJR
W000s DE sT.I TN woods
BARBARA JAMES, ET AL -L- PT Sto. /3+33.43 -L- PC Sto. 14+74.93 , �� d EST.5 SY GEOTE%TILf
LAT $WA m IIS' DOMINION d
SE�DEf tDIT N WOOD POWER EASEMENT
1 AI N C I y� SI°20'06 E
/ I \`rl
L- PT Sto. /5+82.96I
sTRO—RE S 53°01'26' E I -
EXGVATION 25 92' �-
100' 0' 100,
Z
GRAPHIC SCALE
Q
ALLOWABLE IMPACTS ZONE 1
(BRIDGE)
ALLOWABLE IMPACTS ZONE 1
(ROADWAY)
ALLOWABLE IMPACTS ZONE 2
(ROADWAY)
FS .30 C
C/L CANAL P/L BRIDGE 171
3-SPAN CONCRETE AND WOOD
EST.] rNRIR11 .1
WITH 4 WOODEN WI NGWALLS
EST.7 SV GEOTEXTHE
LOW WOOD
BRIDGE
TOP OF WATER TO LOW BEAMAM BBRIDGE CLEARANCE=7.02'
s1a.=16+0 . 16+55
THE HISTORIC HIGH WATER MARK COULD NOT BE
�1D=1.6 cfc
DETERMINED BY PHYSICAL OR PAROLE EVIDENCE
=0.40.05N.
s 1R NM.
=0.045
Line =Gras
2
EUGENE ROBERSON
R 1159 FLAT l •SWAMP ROAD 20'PAVED ROADWAY
CULTIVATED
-L- POT Sto. 23+40.49
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
=g,
I
z5.1
GREU T1.4 TYPE -II
TYPE -III GREU TL-3
-L- PT SIa 15�82%
N J449'47TE BEG. APP. SLAB
END APP. SLAB
-L- STA. 16+26.32
-L- STA. 17+20.32
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0 11 12 13 14 15
16
17
18 19
20
BUFFER IMPACTS SUMMARY
IMPACT
BUFFER
REPLACEMENT
SITE NO.
STRUCTURE SIZE /
TYPE
STATION
(FROM/TO)
TYPE
ALLOWABLE
MITIGABLE
ROAD
CROSSING
BRIDGE
PARALLEL
IMPACT
ZONE 1
(ft)
ZONE 2
(ft2)
TOTAL
(ft)
ZONE 1
(ft)
ZONE 2
(ft2)
TOTAL
(ft2)
ZONE 1
(ft)
ZONE 2
(ft)
1
70' bridge
-L- 16+00 to 17+40
X
1219
1219
road
X
887
1209
2096
TOTAL:
2106
1209
3315
0
0
0
Rev. May 2006