HomeMy WebLinkAbout20191758 Ver 1_Permit Drawings_Buffer_07302019_20191231 (2)See Sheet 9-A For Index of Sheets
See Sheet 9-R for Conventional 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 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 �
H
�V
D
n
t
D
il
S
0
P � �
�roT 2N
d ca V
+
FLAT SWAMP
77FLATWAMP
17 + 08.32
-L- TO ROBERSONFILLE
1159 FLATSWAMP RD
END PROJECT 17BP.I.R.86
-L- STA.18 + 80.00
41
erwrn erwTe PRomcr Ra1BRDNCa No. '^ter
N.C. 17BP.1. R.86
BUFFER DRAWING
SHEET 1 OF 3
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 1
moor
$0 25
es Franklin Rd. Raleigh, N.C. 27606
113 Ai,p— Drive
0*
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)
BUFFER DRAWING
SHEET 2 OF 3
N 35' l3' 24.9 E
100' 0' 100,
GRAPHIC SCALE
� � I
\�\ WOODS BARBARA JAMES)'ET AL I
w000s ,� 1
TO SR //� 60 REEKS RD. `K I
:2r
E%ISTING R
GREU
-----------------------—
SR 1I59 FLAT SWAMP ROP__ ---------
-- —'— — —T— — -- — — — -
-- -ems REU TI
EXISTING - R/W-
O�.-\
WOODS
BARBARA JAMES,ET AL
N 34 33' 56.4° E
DETAIL B
RIP RAP AT EMBANKMENT
INwro Smle)
N
0 Z
Ditc
N
ALLOWABLE IMPACTS
Grade
ZONE 1 �—/
(BRIDGE)
GEOTEXTILE
Type
ALLOWABLE IMPACTS
of Liner= 18 T Geotedlle1=2ig-sYp
ZONE 1FROM STA. 16+41 TO STA. 16+65 -L- RT.
(ROADWAY)
ALLOWABLE IMPACTS
ZONE 2
(ROADWAY)
N 75'035.07'4'12" W
'
MUCrUBE -
EXCAVAnON
EST. M Cy ,
DETAIL A
SPECIAL CUT DITCH
SPEC!
Not w S.10
Front
DB<h
° Slope
Min. D=1.5 H.
FROM STA. 15+50 TO STA. 16+55 A- RT.
N 78'43'20' W \
C/L CANAL P/L
FLAT SWAMP R?
\ u r F' I
115' DOMINION POWER EASEMENT
STRUCTURE
FXCAVARON
EST. 50 CY
�E
- - 1223 Jones Franklin Rd.
PROJECT REFERENCE NO.
SHEET NO.
ETHERILL Raleigh, N.C. 27606
ENGINEERING
17BR✓.R.86
4
(ABANDONED) Busen9198518077
Fax: 919 8518107
RAW SHEET NO.
ROADWAY DESIGN
HYDRAULICS
- TRANSPORTATION PLANNING/DESIGN- BRIDGE/STRUCTURE DESIGN
ENGINEER
ENGINEER
CIVIUSITE DESIGN - GIS/GPS- CONSTRUCTION OBSERVATION
In
INCOMPLE
rE PLANS
DO NOT USE FOR
/ W ACOULSITION
WOODS
_REU TL -- -�--
�F
E u Bp,"`E
I w000s DE sT. T D w000s
/ �/ Car $WA m EST. S Sy GEOT-1. d
/ IIS'DOMINION
/ S AL tyi DITCH WOODS 'I','�rp POWER EASEMENT p
15E�DUy N Y SI601'
A/ 34 48' 477" E "AW ° s3°orz6 E -
I
EMBAIJI(MEM 25 92'
•
(SEE DETAIL B))
exdynnON1
C/L CANAL P/L BRIDGE "I
EST. 27 CY
3-SPAN CONCRETE AND WOOD
EST.] _ _ am
WITH 4 WOODEN WINGWALLS
EST.7 SY GEOTEXIILE
7S._-16+DD ro 16+55
LOW WOOD BEAM=45.93'
TOP OF WATER TO LOW BEAM BRIDGE CLEARANCE=7.02'
OIO=1.62.6 cts
V=R%
d=0..4 R.
THE HISTORIC HIGH WATER MARK COULD NOT BE
s=o.0512 R.R.
0.!45ross
DETERMINED BY PHYSICAL OR PAROLE EVIDENCE
Liner=G
O
EUGENE ROBERSON
- -T- -
4
EUGENE ROBERSON
DOCUMENT
NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SR 7A59FLA-T—SWAY—PAOAD 20'PAVED ROADWAY
----_N 3-4' 442J" -
CULTIVATED
TO ROBERSONVILLE
SEE SHEET Sl- THRU S-? FOR STRUCTURE PLANS
SKETCH SHOWING PAVEMENT /STRUCTURE RELATIONSHIP
BEG. BRIDGE
END BRIDGE
-L- STA. 16+38.32
A- STA. 17+08.32
GREU TL-3 pE-III
TYP III GREU TL-3
z5.1
GREU TL-3 TYPE -II
TYPE -III GREU TL-3
-L- PT 51a.15T•82%
N J448'4TTE BEG. APP. 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
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