HomeMy WebLinkAbout20190652 Ver 1_17BP4R104_Permit_Drawings (2)_20190516ee Sheet 1A For Index of Sheets
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SR 1348 �S `7--3,su
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Pony Watson d. SR 1352 Ntiso Rb•
t
Spencer Rd. END PROJECT
S,p
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oo/ O BEGIN PROJECT 1
o�
581 l y Ra
0-4" DETOUR VICINITY MAP N.T.S.
GRAPHIC SCALES
20 10 0 20 40
PLANS
20 10 0 20 40
PROFILE (HORIZONTAL)
4 2 0 4 8
PROFILE (VERTICAL)
DESIGN DATA
ADT 2020 = 384
ADT 2040 = 558
K = WA
D = 50 %
T = 6 % »
V = 60 MPh
* TTST =3% DUAL
FUNC CLASS =
LOCAL, RURAL
SUBREGIONAL TIER
STATIC OF NORTH CAROII INA
DIVISION OF HIGHWAYS
WA YNE COUNTY
LOCATION: REPLACE BRIDGE #950045 OVER GREAT SWAMP ON
SR 1353 (HOOKS ROAD)
TYPE OF WORK: GRADING, PAVING, DRAINAGE, & STRUCTURE
PROJECT LENGTH
LENGTH OF ROADWAY TIP PROJECT 17BP.4.R.104 = 0.087 MILES
LENGTH OF STRUCTURE TIP PROJECT 17BP.4.R.104 = 0.020 MILES
TOTAL LENGTH OF TIP PROJECT 17BP.4.R.104 = 0.107 MILES
NCDOT CONTACT: RACHEL EVANS, PE
DIVISION 4 PROJECT MANAGER
L
PLANS PREPARED FOR THE NCDOT BY.
STV ENGINEERS, INC.
1600 Perimeter Park Dr., Ste. 225, Morrisville NC, 27560
NC License Number F-0991
2018 STANDARD SPECIFICATIONS
PATRICK A. LIVINGSTON, PE
RIGHT OF WAY DATE:
MARCH 1, 2019
PROJECT ENGINEER
E. NEAL PASCHAL, El
LETTING DATE:
OCTOBER 27, 2020
PROJECT DESIGN ENGINEER
HYDRAULICS
ENGINEER
ROADWAY
DESIGN
ENGINEER
BTATB
srwrE FR0.1ECr REFERENCE N0.
SHEET
NO.
TOTAL
HBETS
N,�.
UBPA.R.104
I
EI'ATB M-0.
F.A.n--
D89CR1"Em
17BP.4.R.104
WA
P.E.
17BP.4.R.104
WA
RW & UTIL.
17BP.4.R.104
WA
CONST.
NAD 83 12011
PERMIT DRAWING
SHEET 1 OF 7
TO WILSON RD. —
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LEGEND
DENOTES PERMANENT FILL
IMPACTS IN WETLANDS
iF iF iE iE DENOTES MECHANIZED CLEARING
iE iE iE IN WETLANDS
®DENOTES HAND CLEARING
IN WETLANDS
PERMIT IMPACTS
AREA (AC)
PERMANENT FILL IN WETLAND
0.0229
0.0450
MECHANIZED CLEARING
HAND CLEARING
0.0391
NAD g 1
20l 1
HAND CLEARING CLEARING
0.0133 AC
254 CY
ABUTMENT EXCAVATION
120 TON EVELYN HOOKS
CL-II RIP RAP
MECHANIZED CLEARING N-
0.0135 AC l 2 l�
PERMANENT FILL
IN WETLA S
078 AC ' HAND/CLEARING CLEARING
0,0008 \ Q
— EST. 2 TON CL-B RIP RAP
EST. 7 S.Y. GEOTEXT E
-7F F
- - - - - - - - - -
-L-
EST.2 TON CL-B RI RAP
EST. 7 S.Y. GEOTEXTILE
F,
Gy
HAND CLEARING CLEARING\� /
0.0067 AC
MECHANIZED CLEARING
0.0094 AC SANDRA BPERMANENT FILL
UNDGAARD TLANDS
10' 0' 10' 20' 30' O 40'7
AC
GRAPHIC SCALE k--1
SITE 1
Q
------------------ - -
I I I
I I I
I I I
I I I
I I I
I
I I I
I I
J------------------
PROJECT REFERENCE NO.
SHEET NO.
l78p.4.RJ04
1 4
RM/ SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
rE PLANS
/ W ACQUISITION
INCOMPLE
DO NOT USE FOR
CLEARING CLEARING
OL0065, AC
�L DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MECHANIZED CLEARING PERMIT DRAWING
0. 163 AC SHEET 4 OF 7
/ HAND CLEARING CLEARING
PERMANENT FILL 0.0086 AC
IN WETLANDS RANDY AYCOCK
/ 0.0108 AC (�
,�I\Q0 O
n R
F
PUE
PUE
►�..,�
I
I
165 CY
ABUTMENT EXCAVATION I
- HAND CLEARING CLEARING
0.0007 AC
EST.2 TON CL-B RIP RAP
' EST. 7 S.Y. GEOTEXTILE
F
120 TON
CL-II RIP RAP
EST. 2 TON CL-B RIP RAP
EST. 7 S.Y. GEOT CTILE
F
V HAND CLEARING CARING
PERMANENT FILL 0.0018 AC
IN WETLANDS
0.0010 AC RANDY AYCOCK
MECHAED CLEARING
0.0058'AC 0 O
HAND CLEARING CLEARING
0.0007 AC
i,
0u
■ . ■TTI
5 10
PROJ. REFERENCE NO. SHEET NO.
17BP. 4. R.104 5
10
10
10
10
10
10
90
E
0
70
60
5
D
4
D
3
D
z
D
1
D
1
2
D
30
4
D
5
D
6
D
7
D
E
0
9
D
10
10
10
10
10
10
PERMIT DRAWING
SHEET 5 OF 7
ILL I
q
o.0
15
0
25
a
IW
r-
/
J2
ETL
NDS
QO
so
0.0
.025
jeam
1_6UH
FALA
WA
ER
so
8993
Q
g
>
o
w
/ 110
ET
AND
WE
TLA
DS
D
cn
cn
so
1
0
1 10
1 10
1
0
1
0
1
0
2
1
1
2
D
6
90
1 10
1 10
1
0
1
0
1,0
1
0
PARCEL NO.
PROPERTY OWNERS
NAMES AND D D D e S
NAMES ADDRESS
SANIDRA BUNIDGAAR D 1702 NATO H[]EZ TRACE
GR E]ENS1 ORO NC 27455
2 lEV]E1L5YN HOOKS 1481 HOOKS R D
]FR EMONT NC 27830
3 RANDY AYCOCK 243 POL1L5Y WATSON R D
1FR EMONT NC 27830
Permit Drawing
Sheet 6 of 7
NCDOT
IDIVISION OF HIGHWAYS
WAYN1E COUNTY
PROJECT: t7BPAR.104
BRIIDGE # 950045 OVER
GREAT SWAMP ON
SR 1353 (HOOKS RD.)
SHEET 6 OF 7 4% 9% 2019
WETLAND AND SURACE WATER IMPACTS 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
14+22 to 15+14
(1@70'x24") & (1@ 35' x21")CORED SLAB
0.02
0.05
0.04
TOTALS:
0.02
0.05
0.04
0
0
0
Revised 2018 Feb