HomeMy WebLinkAbout20190567 Ver 1_Bladen36-PermitDrawings_2019-04-29_20190430F-
J)
I
T
F
I
�9
O
O
00
O
1-11
U)
0)
F
0
L
0
C
c
0
L
c
w
S
w
U)
U
See
Sheet
IA
For
Index of
Sheets
See
Sheet
I B
For
Stondord
Symbology Sheet
I
z
BEGIN Zm
PROJECT o 87
1�
END
PRO ECT
O�
1 A�
�d ga ti nre Rd SR
� 5R
o �P
10
� v �
�--�� DETOUR VICINITY MAP N.T.S.
BEGIN PROJECT
—L— STA.11 + 40.00
m&-
TO EL WELL FERRY RD
STATE OF NORTH CAROLINA
DIVISION OF HItlltit'Al';
BL.,d 0!11DEL1t
C O
LOCATION.- BRIDGE #080036 OVER KITCHENS BRANCH
ON SR 1747 (FLAKE ROAD)
P E RM I T D RAW I N G
SHEET 1 OF 5
STATE
STATE PROJECT REFERENCE NO.
SHEET
NO.
TOTAL
SHEETS
N.C..
DF15406.2009455
I
STATE PROD. NO.
P. A. PROD, NO,
DESCRIPTION
DF15406.2009455
PE, ROW, CONST.
TYPE OF WORD: GRADING, DRAINAGE, PAVING, AND STRUCTURE
WETLAND AND SURFACE WATER IMPACTS PERMIT
\5
SITE 1 �=
PRELIMINARY ROADWAY
PLANS
SUBMITTED: 03-27-19
4 5
BEGIN BRIDGE �s N END BRIDGE �� D PROJECT
-L- STA. 13 + 60.88 L STA. 14 + 33.13 — —
c
STA. 16 + 43.00
cc
PP TYP
GREU, TL-3 GREU, TL-3 1
F F GREU, TL-3 TYPE -III I I TYPE -III - = �f9 1 1
F A7 R A7 - ✓� E- R - * F 1 1
,1
a To -L- s S r'r3& wzE ~ g
1747 (FLAKE 11).) (V na)
_ F
F F i F _ GREU�L-3, T!F I I TYPE -III GREU, TL-3 GREU, TL-3 / F ,9 / TO NC 242
jr / F
F �
CC
Z I .
�.1
Z
Y �(� END APPROACH SLAB
BEAN APPROACH SLAB -L- STAMr4[m
� END BR/OGE
-L- STA,13r5= BEG►N BR06E y' -L- STA,Mr3373
-L- STA,/3+6=
THIS PROJECT IS NOT WITHIN A MUNICIPAL BOUNDARY.
CLEARING ON THIS PROJECT SHALL BE PREFORMED TO
THE LIMITS ESTABLISHED BY METHOD If.
INCOMPLETE FLANS
DO NOT USE FOR R// W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
20 10 0 20 40
DESIGN DATA
TJ
ADT 2019 = < 1000
D H V = N/A
D = N/A
T = N/A
V = 55 MPH
FUNC. CLASSIFICATION:
LOCAL RURAL
SUB REGIONAL TIER
PROJECT LENGTH �T
LENGTH OF ROADWAY TIP PROJECT DF15406.2009455 = 0.081 MILES
—
LENGTH OF STRUCTURE TIP PROJECT DF15406.2009455 - 0.014 MILES
TOTAL LENGTH OF TIP PROJECT DF15406.2009455 = 0.095 MILES
PLANS PREPARED FOR THE NCDOT BY:
STV ENGINEERS, INC.
900 West Trade St., Ste. 715, Charlotte NC, 28202
NC License Number F-0991
HYDRAULICS
ENGINEER
P.E.lp
®F YlARty c
o
r o� T111k,
2018 STANDARD SPECIFICATIONS
J. ADAM FREEMAN, PE
PLANS
20 10 0 20 40
RIGHT OF WAY DATE:
SIGNATURE:
ROADWAY
DESIGN
ENGINEER
P.E.
1111-
PROJECT ENGINEER
ETHAN P. WRIGHT, PE
PROFILE (HORIZONTAL)
4 2 0 4 8
LETTING DATE:
NCDOT CONTACT: CHRISTY W. HUFF, PE
DIVISION BRIDGE PROGRAM MANAGER
PROJECT DESIGNER
PROFILE (VERTICAL)
SIGNATURE:
0-
N,
00
STV Engineers, Inc. PROJECT REFERENCE NO. SHEET NO.
STV 1�0 900 West Trade St., Suite 715 DF15406.2009455 4
Charlotte, NC 28202
NC License Number F-0991 RAW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER I ENGINEER
SITE 1
+97
BRIDGE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 4 OF 5
11 -�00 I 12-�00 I 13-�00 I 14-�00 I 15-�00 I 16-�00 I 17+00
■■■■■■■■■■■■■■■■■■■■■■■■■■■��=�!�■■■■■■■■■■\■\■■�YF�iIIi�J�11�i�V■■I■■■■■■■■■■1111I■■1�■iil�il�r■■ii�■■■■■�!����,is��■■L•�Tii■■■■■■ri`I�iliii■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■�!■■■■����ir■�r�.-!!!!�■��\l�L�lJL�'aN7F�41■■■■II I��l ■■■■■■■■11111 ■■I �■■����: ��.=�i���►��■ ���i�G�i■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■II■■■■■■■■■iii■■■■■���■■■■■■■�i■����'�o=���� �Z��JC��_!C=:C==3i irrrlJl��Il�1!!r!■■■■■■■■�1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
0
C
M
C'
U
C
L
n
in
C
N
L
U
E
Q
T
C-
C
N
E
C
O
i
C
W
W
W
/
N
U
0
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- 13+80/14+10
1 Span (1 @70') 24' Cored Slab
0.01
< 0.01
30
20
TOTALS*:
0.01
< 0.01
30
20
0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb