Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAbout20200469 Ver 1_B5639_Utility_Permit Drawings_20200407Submitted 4/7/2020
Cp\
M
ti
H
1921 1958
19 57 ~eQd
1737 1141
1957
16
1912
1955
µ�a
1919 B-56 1955
P PROJECT o
1141,
1918
Register
VICINITY MAP
(NOT TO SCALE)
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
UTILITY PERMIT PLANS
D UPLIN CO UNTY
LOCATION: BRIDGE NO, 36 OVER MAXWELL CREEK
ON NC II (CLODFELTER ROAD)
TYPE OF WORK: UTILITY PERMIT DRAWINGS
T.I.P. NO.
SHEET
NO.
B-5639
U E-1
Nq1 4-1
"483/2(;77
Oil
UE�2
4
U E�3
5
BEGIN BRIDGE
—L— POT STA. 22 + 68.75
END BRIDGE
END TIP PROJECT B-5639
—L— STA. 24 + 41.25
�0'
—L— POT STA. 32 + 25.00
BEGIN TIP PROJECT B-5639 �
� � � � �
�
�
Ae
14+ 0.00 —L— POT STA. 9
����
���������������
�
�WB� � � �
NC 1
TO REGISTER
TO SR 19/2
—L
DET—
� � � � � � � �
� � � � � �
A,
wC
BEGIN DETOUR B-5639
BEGIN
BRIDGE
END BRIDGE
END DETOUR B-5639
—L—DET- P O C STA. 10 + 2 6.4 6
-L-D ETJ
POT STA. 17 + 91.04 +/-
-L-DET- POT STA. 19 + 61.04
+/- —L DET— PO C STA. 2 6 + 54.8 0
—L— STA. 15 + 06.95
—L— STA. 31 + 3 2.2 2
GRAPHIC SCALES
50 0 50 00
PLANS
50 0 50 1001
PROFILE (HORIZONTAL)
io o io zo
PROFILE (VERTICAL)
INDEX OF SHEETS
SHEET NO. DESCRIPTION
UE-1
UE--2 THR U UE 3
TITLE SHEET
PLAN SHEETS
UTILITY OWNERS ON PROJECT
(1) DUPLIN COUNTY WATER
(2) FOUR COUNTY FIBER
(3) ATG'T
(4) CEIYTURYLIIVK
SEAL
NABIL HAMDON
KIFAH KAMIL
KYLE PLEASANT
PREPARED IN THE OFFICE OF.
DIVISION OF HIGHWAYS
UTILITIES ENGINEERING
SECTION
1591 MAIL SERVICES CENTER
RALEIGH NC 27699-1591
PHONE (919) 707-6690
FAX (919) 250-4151
UTILITIES REGIONAL ENGINEER
SENIOR UTILITIES ENGINEER
AREA UTILITTIES COORDINATOR
Submitted 4/7/2020
PROJECT REFERENCE NO. SHEET NO.
-8-5639
UE-2
Lo
DESIGNED BY: CBT
DRAWN BY: WAW
CHECKED BY:
APPROVED BY:
N,4p�
REVISED:
NORTH CAROLINA
8� Q
1
DEPARTMENT OF
TRANSPORTATION
UTILITIES ENGINEERING SEC.
PHONE: (919)7O7-6690 UTILITY CONSTRUCTION
FAX:(919)25O-4151 PLANS
ONLY
v
S -3°Q2 pq. W
2.62.
z
co
N 0131'4
t
w
C?
v
178.6p%
"'
0
nl
M
� N
ca
N
,SO'£1Z
3 •15,IZ,91 S
2
M
co
KILPATRICK FARMS. INC.
z
A.M.E. ZION CHURCH
co 4
DB 1326 PG 257
W
co
=
DB 251 PG 602
w o
MB 28 PG 185
w
MB 28 PG 185
w
0
rn
—L — POT Sto.10+00.00
W
z
W
co w
" p3°38.41•
END OVERLAY
^'Ln
2"• �3 £
—L — POT /8+00.00
N
m
O
A.M.E. ZION CHURCH
z
b.
I ��
��-�,�e-���
W
DB 505 PG 573
O
\
W
ANTHONY K. DEVANE
MB 28 PG 185
o
o
A.M.E. ZION CHURCH
DB 428 PG 168
a �;
WATERLINE 10'X 10'X5 / �_
N
EVELYN J. DEVANE
DB 949 PG 157
m
MB 28 PG 185
t' N
_
BORE PIT
•
-�
0
EI OVERLAP ARE
EA
A
ym
ov
O
•
O EIP
EXISTING R/W
)o
— —T—
TT— —
'Fq
T— —T — — — -- T'
— TO SR 1916 (LANDFILL RD)
N /2. 09 40.38 W
EIP
NC HWY US
22' BST
N
N 12°06'32' W
------�_
-
-- - ---
-���---
-
—
-w------ ----- ------
-- - -
�� ---------
711.48'
EXISTING R/W
— — — —
_
�� `
Q
— — —
—
—
EIP e F�
WOODS
w000s
— — �
� 4 �k �k
J
l AOND /\ / �0
I
/ Jc 1 A i
W
/ I �k
Z
/
/ I0
J
U
F-
ANTHONY K.DEVANE
EVELYN J.DEVANE
DB 949 PG 157
14
w n
-
�
nC)
Q)
ti
z
�o
-EPf�
w*
V)*
V)I&
*'R
(A kn
*69-
Submitted 4/7/2020
PROJECT REFERENCE
NO. SHEET NO.
•B-5639
UE--3
Ln
DESIGNED BY: CBD
DRAWN BY: WAW
CHECKED BY:
I�jgpy_
APPROVED BY:
REVISED:
NORTH CAROL INA
83x2
Oil
DEPARTMENT OF
TRANSPORTATION
DENOTES 5' AND 20' WIDE
UTILITIES ENGINEERING SEC.
PHONE:(919)707-6690
UTILITY CONSTRUCTION
EXCAVATION IN WETLANDS
FAX: (919 )250-4151
PLANS ONLY
N SITE 1
N
N M
(�
R.J. & CARRIE ROBINSON HEIRS
C/O NATHANEL BONY
p
I
N DB 428
PG 338
W
O
SHOWN PER DUPLIN CO GIS
KILPATRICK FARMS, INC.
DB 1326 PG 257
MB 28 PG 185
WATERLINE 114'X20'X5'
LU
Sta. L 26+46
LU
_
�
q 10'X10'X5'
O
A2=0.02 ACRES
N
O
BORE PIT
A1= 002
,
.
LU
/
Sta. L 27+50
LU
r2
Sta. L 26+36
I Ac 2k �k
A 2k
�.
I-Y
2k
�k
I
O
\ �C �� '� ��
'1^
r�CJC
`�L:CJCJCJC �'
'� �'
I'�
!k
IJC
I
�k
A
O
`i'��C
R
15" W/ELBOWS
�k
�k
I
OPROP
U/G WATER LINE
PROP U/G WATE
OP U/G WATER LINE
PROP U/G WATER LINE
F ` F Jc
is
4, F
�c
k 1 1
k
k
o o ok
WLB' _ ...._. ,...__ —
oo moo 00 00 00 00 00 00 0�00 0�0 moo moo 00 0 00 0 — T _
�g .
0°00 o poop
_
a o� ` - - -- WLB - — _— -- —
o°op o°a0 og° F /
-� -- — — — , — — — — _ — — - - - — - — — -- — —
—WLB — — (- WLB -
1.
-- —_ G R/ ..
—
— — — — — —
o—
_
—T— —
T— -
— — —T— —
—
—
—w16—
- —T—
1z A- ---
--
-- 6�
-T—
=T-—
EL-
F-
Q$ ,
Q
NC hw 115
BST
Q
T FO o o — o — ooe — — —i FO—
o� o C� o oC� o �� o o� oo� 0 0 0 0 0 0 0
--
—
—
—
/may
— FO — — — T F
y�
T FO— -- — — — — — —_ —
T Q
00
�6" oo` moo' �oo�oo �oo moo' moo' o'go `Qo8008008�0 o 6, LINK
oc3 oo�oaoo o
of
C F ` La
— —
— — — — — — —
— wl6 —
—
�crs TTflc -irn�
—
F
—
C
— — — — — — — —
— wl6 —
F
C
o
—
fr, — — —
—
— _ — F
:k �' �t�
E
G�
�C
�k
�C
J
-�
—
o w
�'
F
E F �.
�_ —
F WOODS
---
— —-- --- ----
�/ 'jai F
E
F wL6�
F
F E
LU
�k�7e _
E
/ i0
2k :k :k
15" W/ELBOWS
2
\
�k
I �
/--
TJ
` — -
— WLB —
` ` `I'
`� � J' li
1' •li
`2k
'�
'�
'i'
2k
i
I
�k
O
O
ANTHONY K.DEVANE
EVELYN J. DEVANE
DB 949 PG 157
KILPATRICK FARMS, INC.
4
O
�
? DB 1326 PG 257
MB 28 PG 185
GARNETT MCCALOP
& LOIS CHASTEN, HEIRS
DB 828 PG 778
SHOWN
PER DUPLIN CO GIS
-64
C3
o
14
-6q14
w
U�iq
�-64
Eq�
�-64
-64 �A
��
Submitted 4/7/2020
WETLAND PERMIT DUE TO UTILITIES 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)
Site 1
L 26+36 TO 26+46 LT
Bore pit
0.002
L 26+36 TO 27+50 LT
water line
0.020
TOTALS*:
0.022
0
0
0
*Rounded totals are sum of actual impacts
NOTES:
Site 1: Backfilling in the excavated area will be performed with the same excavated soil.
(Revised September 2014