20190997 Ver 1_Johnston_49_Permit_Drawings_2018-10-01 (2)_20190725

0-
00
E)
N
F
7)
cn
rr-
I
n
I
0
I
O
CD
Ln
U)
C
u
L
0
E
0
L
o�
C
W
I
w
/
U)
U
7)
00 u
0LO
N
0
O;�.F
qb
0
ti
h
See Sheet I A For Index of Sheets
50 96 0
z70
Ii� Z W 1
Meq�oz{4zo 40 1
li SR 1714 MEADOWRROOK RD
�lF PARKERS MILL RD
ROJECT LOCATIO s
ym� (BRIDGE 49) - 10 -0 ps6
Q�z
SR AAA 6, 11.11rs
GO°E RED`
SR 111
S go�RN VVSR 11 MgMiF 16
RD 96 50 GODWIN LAKE RD
M EEC �'°—,`�
Ora
GpOSEH 123
a OLF RD
a;
N�
N
O
96 1 06 50
40
VICINITY MAP
(NOT TO SCALE)
DETOUR ROUTE (APPROXIMATE LENGTH = 3 MILES)
JOHNSTON CO UNTY
0
LOCATION.- REPLACE BRIDGE NO. 49 01V SR 1116 a
(GODWIN LAKE RD) OVER JOHN K. SWAMP 2
TYPE OF WORK. GRADING, DRAINAGE, PA VING, AND STRUCTURE
WETLAND AND SURFACE
I IMPACTS PERMIT
BEGIN STATE PROJECT 17BP.4.R.100
—L— POC STA. 13 + 75,00
ro
'Vc
96
THERE IS NO CONTROL OF ACCESS ON THIS PROJECT.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
un
BEGIN BRIDGE
-L- STA. 16 + 03.0
-L- SR 1116
(GODWIN LAKE RD)
SITE I
END BRIDGE
-L- STA. 16 + 58.00
4
WATER
STATE
STATE PROJECT REFERENCE NO.
SHEET
NO.
TOTAL
SHEETS
N.C.
17BP.4.R.100
I
STATE PROD. NO.
F. A. PROJ. NO.
DESCRIPTION
17BP.4.R.100
PE
PERMIT DRAWING
SHEET 1 OF 10
E1VD STATE PROJECT 17BA.4.R.100
—L— POT STA. 18 + 29,17
ro NC 50
INCOMPLETE PLANS
DO NOT US1E FOR R % W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
20 10 0 20 40
DESIGN DATA
ADT 2018 — < 1000
V = 40 MPH
TTST = 30
FUNC CLASS = LOCAL
SUBREGIONAL TIER
PROJECT LENGTH
LENGTH ROADWAY STATE PROJECT 17BP.4.R.100 = 0.076 MILES
LENGTH STRUCTURES STATE PROJECT 17BP.4.R.100 = 0.010 MILES
TOTAL LENGTH STATE PROJECT 17BP.4.R.100 = 0.086 MILES
Prepared for:
HIGHWAY
DIVISION 4
509 WARD BLVD
WILSON, NC 27895
Prepared by:
—ICALYX
0 ENGINEERS + CONSULTANTS
6750 TRYON ROAD
CARY,NC27518
phone: [phone]
CALYxengineers.com
NC License#F-1333
HYDRA ULICS ENGINEER
P.E.
SIGNATURE:
7
0�
V
a
©p
2018 STANDARD SPECIFICATIONS
PLANS
20 10 0 20 40
RIGHT OF WAY DATE:
O CTO B E R 2018
L. KEVIN AUSTIN PE
ROADWAY DESIGN
ENGINEER
P.E.
SIGNATURE:
PROJECT MANAGER
STEPHEN C. BROWDE, PE
PROFILE (HORIZONTAL)
4 2 0 4 8
LETTING DATE:
JANUARY 28, 2020
ROADWAY PROJECT DESIGN ENGINEER
RUSSELL E. BROADWELL, PE
PROFILE (VERTICAL)
NCDOT CONTACT

PROPERTY OWNERS
NAVIES .AND ADDRESSES
REFERENCE NO. NAMES
ADDRESSES
1 LULA D JOHNSON 9695 NC HWY 96
BENSON, NC 27504
2 HENRIETTA LEE HINES
3 REBA LEE CUSHING
152 LEGACY
LN
BENSON, NC
27504
3371 GODWIN
LAKE RD
BENSON, NC
27504
PERMIT DRAWING
SHEET 2 OF 10

r
I
I
I
I
I
i
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I

BEGIN BRIDGE
END BRIDGE
-L- STA. 16 + 03.00
-L- STA. 16 + 58.00
GREU TL-3 TYPE III
TYPE III
CN
-L - O I
CN
O
O
CN
N
770 30' 4505" E o
o
CN
ol
O
GREU TL-3 TYPE III
��
i
TYPE III -
GREU TL 3
BRIDGE / ROADWAY
RELATIONSHIP
SEE SHEE
FOR STRUC
✓Lp
� S ENTERS N 0
JOH K SWAM,
N
N /
J �
rp
-L- + 75.00 L
45.00' LT
BEGIN PROJECT -L - PCC Sta. l3 +80.89
-L - PT Sta. 14 +95.85 I
-L- POT STA. 13 + 75.00
OAPER
-L- +25.00 T'
WOODS
O EXIST. N30.00' LT 2_ULA a JOHNS N
7lI I�
F7)CCCF)CnI(-`CC', I Cnl INIF1 I '
BUFFER
BUFFER
ZONE #1
ZONE #2
IMPACTS
IMPACTS
SITE 1
1537 SF
662 SF
TOTAL
1537 SF
662 SF
RIGHT OF WA Y AREA DATA
PARCEL
TOTAL
AREA
AREA
AREA
CONST.
PERM.
TEMP.
N0.
PROPERTY OWNERS NAMES
AREA
TAKEN
REMAINING
REMAINING
EASE.
DRAIN.
DRAIN.
RT.
LT.
EASE.
EASE.
1
LULA D. JOHNSON
0.13 AC
2
HIENRIETTA LEE HINES
721 SF
1,050
SF
3
REBA LEE CUSHING
434 SF

0
BEGIN BRI GE
END BRIDGE
—L— STA. 16 + 03. 0
�o
L— STA. 16 + 58.0
e<
ee
GREU TL-3 TYP IIIT,
E I
T\T
—� —o
e.
\t
\t
Lo
N 770 30'
45.5" E o
o
CN
O
O
GREU TL-3 TYPE III
a�
PE III G EU TL-3
BRI D E/ ROA WAY R
LA l NS l
SEE SH
EOf� T
I
S ENTERS N 0
JOHV K SWAM,
N /
J �
�7
6�
5 , L '�e
BEGIN PROJECT - PC Sta. l3f 0.89 I
L- PT Ito. m f .8 I
-L- POT TA. 13 + 75.00 1E
5o T 1
-- +25.00 T APES i i i n� n ini �i i 0 D II
BUFFER
BUFFER
ZONE #1
ZONE #2
IMPACTS
IMPACTS
SITE 1
1537 SF
662 SF
TOTAL
1537 SF
662 SF
RIGHT OF- ` WAY AR DA TA
A E
�
TO AL
AREA
AREA
CONST.
PERM.
TEMP.
0.
PROPERTY OWNERS NAMES
EA
TAKE
kRA
RENING
REMAINING
EASE.DRAIN.
DRAIN.
.
LT.
EASE.
EASE.
m
LULA D.JOHNSON
K3 AC
2
�HIENRIETTA LEE HINES
721 SF
1,050
SF
3
REBA LEE CUSHING
434 SF
�'

14
00
15
00
16
00
17
100
18
100
19+00
N
I
�_e
I
I IPI�TPFMA
zig
o
=
3
m
CT
16+30e5
-L-
i
PROPOSED
SKEW
90°
T
.
9
4
.
I
Or,'---
4.
P
CGPT
—
4.G
DEEP
C
P
--`-------
-
-------
---------
NAT
i
L
O
N
TU
^L
G
0
D
-�
E
.
Ad
€
-
R
.
148.0'
�
'
'
LONJ
S
EEL
ELE`L
=
I51.
RECENT
DRIFT
0
I
Y
LE;e=
.
I
U.
�
SS
IIPIPRAP
WS
ON
A
E
0
.'
151SLOPE
�
__
(L
'
f!/
GEOTEXTILE
SURVE
—
147.
02
I
ISM
C
S
II
RIP
AP
���
2.5
FT
THICKNI
A
RG
GRO
D
W
EO
X
ILE
NWS
`l;�
KE
'YE
3e5
FT
DEE
0
STP,
M
2
5
T
I
K
i
`h
1.5.1
SL.
PE
I
TIN(;
UT
1
N
0
E
A
N
�'
E`:ISTWG
AEUTI�4EN
TO
RE
IN
N
LAC
&
C
T
FF
E
EV
4
a
'
N
FL4CE
&
CUT
OFF
AT
L
Ue
=
I
S
II
R
P
RAP
EHI
EXI
I
Th�1ENT
CL
SS
II
RIP
RGP
B
HI
G
XI
TWG
BU
I
E
T
PRGP.
�5
YR
ROFILE
AL
NG
J
ENTER
LIN
I
ELEV.
=
149.9'
�
I
THEOREr
TI
AL
n
i.-i
F)
�p iR
n
F.L_
JS
L11v41TS
STRUCTURE HYDRAULIC DATA
DESIGN DISCHARGE1 \7'\_�tllJ-800CFSDESIGN FREOUENCY 25 YRS DQ'6-QSIIDN OF WIIGHiB'AYS
Grj9 —JOHNSTONCOUNTYELEVATION
DESIGNWS
BASE
BASE FREOUENCY CFS
YRS � I pS/G � Vl '.f PRK3JEC7'd°: 17.11P.4.Q8.Il00
BASE WS ELEVREPLACEMENT OF BRIDGE 49 OVER
OT DISCHARGE ?" CFSlC"-L���J��,%ll J�� 1L�Jll\llll.7!\_7�1L 1�1L' ll"�.11C'�'�V1L'e ���il 'Lela' � JflHN 1K.. S48'lafv�l�OT OrNi )500 YRS �R lIllf� 4GODWQN LAKE ROAD)
OT WS ELEVATION — 152,5 FT
SHEET 7 L➢1F 10 09/28/r"1018

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
-L- 16+48/17+43
Bridge Fill/15" RCP -IV
< 0.01
< 0.01
< 0.01
21
TOTALS:
< 0.01
< 0.01
< 0.01
21
0
0
*Rounded totals are sum of actual impacts
NOTES:
2018 Feb

RIPARIAN BUFFER IMPACTS SUMMARY
IMPACTS BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
Site Station Structure ROAD PARALLEL
No. (From/To) Size / Type CROSSING IMPACT BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
ft ft ft ft ft ft ft ft
(z) (z) (z) (z) (z) (z) (z) (z)
1
-L- 15+40/16+75
Bridge FiII/15" RCP -IV
X
X
1537
662
TOTALS*:
1537
1 662
0
0
0
0
0
0
NOTES
Revised 2018 Feb

WETLANDS IN BUFFER IMPACTS SUMMARY
WETLANDS IN
BUFFERS
SITE
STATION
ZONE 1 ZONE 2
NO.
(FROM/TO)
(ft') (ft')
1
16+03/16+75
312
TOTAL:
312 0
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
9/28/2018
JOHNSTON
17BP.4.R.100
Revised 2018 Feb
SHEET
10 OF 10
ev. jan 2009