20200058 Ver 1_BR-0120_Permit_Drawings_BUFFER_20191204_20200114

C
Ln
af
w
Vi
o_
a
T
O
N
02
m
O
Cl
Q
U
O
L
U
Cl-
N
N
O
O
m
C
CD
See Sheet IA For Index of Sheets
S "T'
S—" FR T EEFeReNCe N NO. 9EEETs
STATE OOFNO]I TH CAROILINA
N.C-
BR-0120 1
30
�N�
s
�'�
�
4 w
..
®F \
DIVISION OF HIGHWAYS
aT"T8FR0.1.Na
48829.1.1
F."FRO].Na nascnwrioN
WA PE
48829.2.1
WA RNV, UTILITIES
48829.3.1
WA CONSTRUCTION
P
PITT CO LINTY
�o
Js
✓�D
%11 D
BUFFERS
IMPACTS
LOCATION: BRIDGE 730123 ON SR 1552 (TUCKER BULLOCK
RD)
PERMIT
•
9°
OVER MEADOW BRANCH
1ZI04/2019
b
J
BUFFER DRAWING
V
ti g
agJ�o ���`
TYPE OF WORK: GRADING, DRAINAGE, PAVING AND STRUCTURE
SHEET 1 OF 5
y Js
®
PROJECT
LOCATION ,
�. ✓�Oa
_JuNTv
?" BEAUFORT COUNTY
m
DETOUR
_
VICINITY MAP
0�����������
rn ,
4
BEGIN TIP PROJECT BR-0120
G INVESTMENTS
-L- STA. 11+50.00���
`*
�F I I
END TIP
PROJECT BR-0120
NIL -L-STA.
j"i' i'YY 1\kY i
16+10.00
-L- SR 1552 (TUCKER-B LLO�K �L i
10+00
— — — —15+00
--
TO SR /550 --- ------------------ — BRIDGE _ ___________
________
---
_____________ I�
Ce C C 'Y E 'YL
T [�
O/
BE6I D4
-L- TA. 13+20.17 � l STA. 13+92.42 �.
THIS IS NOT A CONTROL OF ACCESS PROJECT.
PRELIMINARY PLANS DOCUMENT NOT CONSIDERED FINAL
DO NOT USE FOR CONSTRUCTION UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
Prepared In the Office of:
HYDRAULICS ENGINEER
50 25 0
50 100
ADT 2016 = 50
V = 55 MPH
T = 6%O*
LENGTH ROADWAY
TIP PROJECT BR-0120 = 0.073 MILES
NC FIRM LICENSE No: 0-1808
KCA301 FWVWt''5 0 $
suite N 2
KISINGERCAMao xelel9N G 2T°°'
a ASSOCIATES 919)882-1839
---------- ---
®§®�p�
�®
2018 STANDARD SPECIFICATIONS
LENGTH STRUCTURES
TIP PROJECT BR-0120 = 0.014 MILES
� o
PLANS
(*TTST 3%O + DUALS 3%O)
P.E.
50 25 0
50 100
LOCAL
FUNC CLASS = RURAL
TOTAL LENGTH
—
TIP PROJECT BR-0120 0.087 MILES
RIGHT OF WAY DATE:
SEPTEMBER 12, 2019
JONATHAN LANGSTON,
PE
SIGNATURE,
ROADWAY DESIGN
ENGINEER
PROJECT ENGINEER
PROFILE
(HORIZONTAL)
O
SUB —REGIONAL TIER
V
10 5 0
10 20
NCDOT CONTACT. DAVID STUTTS, PE
LETTING DATE:
MARCH 17, 2020
ALLEN MCSWAIN
---
PROJECT DESIGN ENGINEER
SMU PROJECT MANAGER
PE
PROFILE (VERTICAL)
SIGNATURE:

��� ® ALLOWABLE IMPACTS ZONE 1
lop
o�
o
of alp � ALLOWABLE IMPACTS ZONE 2
\ R- � ��
L4� �U1 GT
i fO\� �e�
ki,
\ �1
ern ........................................
BM1 ELEVATION = 24. 93
\� V N 715991 E 2533024
BL STATION 32.22.00
T` RR SPIKE SET IN 18" PINE
........................................
SITE 1
TOP F WA R EL: 18.
IL2 AM, 12-6 s6, i + -k - *,S
.s E _E --------
D
-- -----�
----------------- E
BRIDGE
TO SR 1550______________________1552_fTUCKE BULLOCK ROJ l4 GR _ _______g_______ SR 1552 !T CKER BULLOCK RDJ
.........
-7
Q. . . . i' i'
i t 'k + 'k -k 4' 4' I 'Y ' Ae i Ae i I 'k �k �k I A>
Y Y W W W y L Y Y Y
PROJECT REFERENCE NO. SHEET NO.
BR-0120 4
@W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
1f�I81E1LdIvIIN ][$� 1R1L.�NS
DO NOT VSH FO CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PXEPAXEO IN NG FIXM LICENSE Xa: C-t6gfi
c or.
E gFFI E K 3oi (,igF,ysa soo St.,
K�ISINGER CAMPO XalaigM1, INC 37601
ASSOCIATES (P19)362a639
BUFFER DRAWING
SHEET 20F5
L-
5R l
52 (
ER
MEDOW
BRA
-
-PT
K
-IFf9o7w-
145
-
K
-L3
116
.0
-
-
-
-P1
K
-i5
116
-
-
VC
= 8
VC
= 18'
VC
= 18'
-
-
—
-
-
-
-
---
---
-
B
S
E
GI
A.1
GRADE
5
---
- --
---
BEGIN
TA.
BRIDGE
3+2
.17
EN
ST
BRI
.13+
GE
2.42
END G
AD
0
=
5,1
.00
EL =
25.37
EL
25.
0'
STA.16
EL=2396'
10.
(+)0.40
0%
(-JlJ
007
20
-
- -
-
t
-
-d
-
BEGIN
S
- -
100
oo�
_
4.1'
o. -
SUR
- -
ENO
-
ITCH -RT
5R—�--
22.0'
SEL = 18.65
_
_
_
_
BE
—
CH E
----
+)O.
0 0°.
— -
-- -
-
20
10
- -
ILt=1
—
I
—
..
-
A ll+71
-
YR W
-L-
-L
PROPOSED
EL =
-A-
ELEV=
YED
-
-
-
- -
-
25
YR W
EL-
2.Y
NWSEL = 18
-
7'
OBS
ON
RVED
5-OS
19
= .2'
-
44+
-
-
-
-
-
-
-
-
-
-
- ---
-
-
-
-Et
BA
-
K STA
R A
ILIZA
-
ON
-
-
-
-
-
-
- --
-
-
-
-
-
-
-
-
-
-
FOR
STRUCTURE PLANS, SEE S-ITHRU S-2C
-
-
-
-
LL-
10 11 12 13 14 15 16 17

0
ALLOWABLE IMPACTS ZONE 1
SITE 1 ENLARGEMENT
ALLOWABLE IMPACTS ZONE 2
1 — —k/
o
---- --- �.1
T
s RE
upp
6N 11
ifgommm
IN-
m7�-�WNOWIBM
ro
PROJECT REFERENCE NO.
SHEET NO.
BR-0/20
4
PoW SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
PRELIMINA
RY
PLANS
DO NOT USE FOR
CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PEEPRXEOINOF /^ NC FIRM LICENSE NI: ,
T.E
OFFICE R`v 301 FByettev1110 bt.t.
- Suite 1600
KISINGERCASSOCIAMPO E0(0 s)e82C]03501
BUFFER DRAWING
SHEET 3 OF 5
S NG R/IN
------------------------------------- ---------------------------
Im
LJ
------------------------
T -
--�\�L
�)L
AL
:)L
LL
�k
�l

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)
1
12+70.96 / 13+09.30 -L-
Roadway Crossing
X
193
135
328
1
13+09.30 / 14+03.30 -L-
70' Prop Bridge
X
67
1038
1105
1
14+03.30 / 14+23.93 -L-
Roadway Crossing
X
366
2
368
TOTALS*:
626
1175
1801
0
0
0
0
0
NOTES:
Revised 2018 Feb

WETLANDS IN BUFFER IMPACTS SUMMARY
SITE Structure WETLANDS IN BUFFERS
NO. STATION (FROM/TO) Size / Type ZONE 1 (ft') ZONE 2 (ft)
1 13+09.30 / 14+03.30 -L- 70' Prop Bridge 665 55
1 14+03.30 / 14+23.93 -L- Roadway Crossing 0 212
ITOTAL: 1 665 1 267 1
(Revised 2018 Feb
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
11/19/2019
Pitt
BR-0120
48829.1.1
SHEET 5 OF 5