SAW-2019-01974 Plans

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See Sheet 1 B For Convent!onol Symbols
TIP PROJECT
� BR-0035
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MOORE COUNTY
STATE
ST ATE PROJ. NO.
67035.1.1
67035.2.1
67035.3.1
ST A TE PROJECT REFERENCE NO.
BR-0035
F. A.PROJ. NO. SFF.F.T' TD'l"AL NO. SHIEETS
]_
DESCRIPTION
P.E.
ROW /UTIL
CONST.
V) z LOCATION: BRIDGE NO. 24 ON NC 22 OVER NICKS CREEK PERMIT DRAWING
fin
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c... TYPE OF WORK: GRADING,DRAINAGE,PAVING AND CULVERT
WETLAND AND
VICINITY MAP
BEGIN TIP PROJECT BR-0035 -L-STA. 11 + 80.00
I ' I
C I
SITE 1
--
SURFACE WATER IMPACTS PERMIT
----------
-----------
=-1 ..... -... _,,. /I , ( ___ /, I I I ' I
BEGIN CULVERT
-L-STA. 22 + 92.67
END CULVERT
-L-STA. 23 + 31.33
�SITE 2&3
SHEET OF
'
END TIP PROJECT BR-0035 -L-STA.29+00.00
THIS PROJECT HAS NO CONTROLED-ACCESS.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD Ill.
( -, +o"J: -8+ J
GRAPHIC SCALES
100 -,-11111111 PLANS
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"(: +A- J
DESIGN DATA
ADT 2020 -6650
ADT 2040 -8000
K -11 %
D -60 %
T -4 % *
V -60 MPH*(TTST=1% + DUAL=3%)
FUNC CLASS =
MINOR ARTERIAL
STATEWIDE TIER
PROJECT LENGTH
LENGTH OF ROADWAY TIP PROJECT BR-0035
LENGTH OF STRUCTURE TIP PROJECT BR-0035
TOTAL LENGTH OF TIP PROJECT BR-0035
Prepared in the Office of: DIVISION OF HIGHWAYS
1000 Birch Ridge Dr., Raleigh NC, 27610
-0.319 Ml 2018 STANDARD SPECIFICA110NS
-0.007 Ml
-0.326 Ml RIGHT OF WAY DATE:
AUGUST 30. 2019
TATIA L. WHITE. PE. PLS
LETTING DATE: PIOTR J. STOJDA
JULY 21, 2020 PROJECT TEAM LEAD
HYDRAUUCS ENGINEER
SIGNATURE:
ROADWAY DESIGN
ENGINEER
P.E.
P.E. j -iii-=Z PROFILE (VERTICAL) SIGNATURE: +-til-�==::::....:::==========..:::=========::..:::========================::::...::::=================::::..:::::::::::::::::::::::::::::::::::=========:::..:::==========�
1 11
Submitted 4/3/2020
NA
D
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3 /
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4BR-0035
$
$
$
$
$
$
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$
$
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$
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8
/
1
7
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9
9
WETLAND
DENOTES FILL INFF
SITE 1
SHEET __ OF __
PERMIT DRAWING
GRAPHIC SCALE
0'100'100'
1
0
1
5
2
0
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED
GRADE TO DRAIN
GRADE TO DRAIN
GRADE TO DRAIN
REMOVE
15" RCP-IV
18" RCP-III
2
4
"
RC
P-
I
V
REMOVE
15" RCP-III
21 SY GEOTEXTILE
8 TONS
CL B RIP RAP
7 SY GEOTEXTILE
2 TONS
CL B RIP RAP
SEE DETAIL A
TOE PROTECTION
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL C
W/ CLASS B RIP RAP
SPECIAL CUT DITCH
SEE DETAIL C
W/ CLASS B RIP RAP
SPECIAL CUT DITCH
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED
2
4
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32
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2
COULD NOT ACCESS
LIFT STATION
BST
GR
G
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GR
GR
15" RCP
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1-
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2
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INV=349.17'
3
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WIFE, MIRIAM CHU
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SEVIER BEATTY
HARVEST CHURCH OF GOD
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TOWN OF CARTHAGE
TOWN OF CARTHAGE
WIFE, AMANDA L. VAN DE RIET
CHRISTOPHER T. VAN DE RIET AND
TOWN OF SOUTHERN PINES
WOODED WOODED
WOODED
HARVEST CHURCH OF GOD
NC 22 - 26' BST
NC 22 - 26' BST
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2 11
Submitted 4/3/2020
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4BR-0035
$
$
$
$
$
$
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$
$
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WETLAND
DENOTES FILL INFF
SITE 1
SHEET __ OF __
PERMIT DRAWING
GRAPHIC SCALE
0'100'100'
1
0
1
5
2
0
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED
GRADE TO DRAIN
GRADE TO DRAIN
GRADE TO DRAIN
REMOVE
15" RCP-IV
18" RCP-III
2
4
"
RC
P-
I
V
REMOVE
15" RCP-III
21 SY GEOTEXTILE
8 TONS
CL B RIP RAP
7 SY GEOTEXTILE
2 TONS
CL B RIP RAP
SEE DETAIL A
TOE PROTECTION
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL C
W/ CLASS B RIP RAP
SPECIAL CUT DITCH
SEE DETAIL C
W/ CLASS B RIP RAP
SPECIAL CUT DITCH
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED
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1.
0
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0
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2
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0
3
8
2.
0
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383.0
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0
3
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0
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3
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0
385.0
3
8
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2
4
" R
C
P
F
O
X
C
R
O
F
T
R
D
-EL-
-EL-
10
1
35
1.87
B
L
-10
1
10
2
32
2
.2
9
B
L
-10
2
COULD NOT ACCESS
LIFT STATION
BST
GR
G
R
GR
GR
15" RCP
-
E
Y
1-
1
2
"
P
I
P
E
12
"

P
I
P
E
1
2
"
P
I
P
E
(
C
A
N
N
O
T
D
E
T
E
R
MI
N
E
T
Y
P
E
)
6
0
.
0
0'
S
TO SR 1843
HH
52
84
32
9
.94
T
T
T
EOI
T
T
INV=351.24'
INV=349.17'
3
0
"

R
C
P
W
WIFE, MIRIAM CHU
HUEY WILLY CHU AND
SEVIER BEATTY
HARVEST CHURCH OF GOD
WOODED
WOODED
WOODED
WOODED
WOODED
WOODED
WOODED
TOWN OF CARTHAGE
TOWN OF CARTHAGE
WIFE, AMANDA L. VAN DE RIET
CHRISTOPHER T. VAN DE RIET AND
TOWN OF SOUTHERN PINES
WOODED WOODED
WOODED
HARVEST CHURCH OF GOD
NC 22 - 26' BST
NC 22 - 26' BST
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
F
F
F
3 11
Submitted 4/3/2020
NAD
8
3 /
NA
2
0
1
1
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

2
1
+
0
0
.
0
0

S
E
E

S
H
E
E
T

5
WETLAND
DENOTES FILL INFF
SITE 1
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
1
7
/
9
9
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
GRAPHIC SCALE
0'100'100'
SHEET __ OF __
PERMIT DRAWING
1
5
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED
GRADE TO DRAIN
GRADE TO DRAIN
GRADE TO DRAIN
REMOVE
15" RCP-IV
18" RCP-III
2
4
"

RC
P
-
I
V
REMOVE
15" RCP-III
7 SY GEOTEXTILE
2 TONS
CL B RIP RAP
SEE DETAIL A
TOE PROTECTION
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL C
W/ CLASS B RIP RAP
SPECIAL CUT DITCH
SEE DETAIL C
W/ CLASS B RIP RAP
SPECIAL CUT DITCH
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED
2
4
" R
C
P
F
O
X
C
R
O
F
T
R
D
-EL-
-EL-
10
2
32
2
.29
B
L
-10
2
COULD NOT ACCESS
LIFT STATION
BST
G
R
G
R
GR
GR
15" RCP
-
E
Y
1-
NC 22 - 26' BST
1
2
"
P
I
P
E
12
"

P
I
P
E
1
2
"
P
I
P
E
(
C
A
N
N
O
T
D
E
T
E
R
MI
N
E
T
Y
P
E
)
6
0.
0
0'
S
HH
52
8
4
32
9
.94
T
T
T
EOI
W
WIFE, MIRIAM CHU
HUEY WILLY CHU AND
WOODED
WOODED
WOODED
WOODED
TOWN OF CARTHAGE
TOWN OF CARTHAGE
WIFE, AMANDA L. VAN DE RIET
CHRISTOPHER T. VAN DE RIET AND
TOWN OF SOUTHERN PINES
WOODED WOODED
WOODED
HARVEST CHURCH OF GOD
NC 22 - 26' BST
F
F
F
F
F
F
C
C
C
C
C
C
C
C
F
F
4 11
Submitted 4/3/2020
NAD
8
3 /
NA
2
0
1
1
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

2
1
+
0
0
.
0
0

S
E
E

S
H
E
E
T

4
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5BR-0035
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
1
7
/
9
9
SHEET __ OF __
PERMIT DRAWING
GRAPHIC SCALE
0'100'100'
WETLAND
DENOTES FILL INFF
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
SITE 3
SITE 2
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
2
5
3
0
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED
A
T-
1
TL
-3
G
R
EU
TL-3
GREU
TL-3
GREU
15
"
RCP
N
IC
K
S

C
R
E
E
K

L
N
I
SF
D
WOODED
CONTROL
BOX G
R
N
IC
K
S

C
R
E
E
K
NI
CKS
CREE
K
GR
NC 22 - 26' BST
MTL
MTL
6
0
.0
0
'
EXI
STI
NG
R/
W
EXI
STI
NG
R/
W
T
O
S
R
1838
PUMP
STATION
RAW
WATER
H
H
W
TT
WATER VAULTS
EOI
T
o
w
n
of
C
art
ha
ge,
8
",
PV
C
C
e
nt
ur
y
Li
nk,
C
O
PP
ER
Br
oa
dPl
e
x,
2
",
C
ON
DU
I
T,
F.
O.
EXISTING R/W
H
H
18
" R
C
P
WOODED
WOODED
WOODED
WOODED
WOODED
WOODED
WOODED
WOODED
BM1
N
C
22
-
26'
B
ST
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED
REMOVE
REMOVE
24
" RC
P-I
V
2
4
" RC
P
-IV
SEE
DETA
IL
A
TOE
PROTECT
ION
SEE DETAIL A
TOE PROTECTION
14 SY GEOTEXTILE
5 TONS
CL B RIP RAP
14 SY GEOTEXTILE
5 TONS
CL B RIP RAP
GRADE TO DRAIN
INLET/OUTLET CHANNEL DETAILS
INLET CHANNEL
OUTLET CHANNEL
EXCAVATION AT EXISTING BRIDGE
36'
EXISTING CL
(NOT TO SCALE)
2:12:
1
2:12:
1
2:1
DENOTES EXCAVATION
2:
1
FLOW
EST 40 SY
ON BENCH
COIR MAT
EST 10 TONS
CLASS II RIP RAP
EST 35 SY
ON BENCH
COIR MAT
EST 10 TONS
CLASS II RIP RAP
w/ GEOTEXTILE
CLASS II RIP RAP
w/ GEOTEXTILE
CLASS II RIP RAP
w/ GEOTEXTILE
CLASS II RIP RAP
w/ GEOTEXTILE
CLASS II RIP RAP
EST EXCAVATION 470 CY
EST 135 GEOTEXTILE
EST 135 TONS
CLASS II RIP RAP
EST EXCAVATION 250 CY
EST 95 SY GEOTEXTILE
EST 95 TONS
2' THICK (TYP)
CLASS II RIP RAP
3' MIN INTO RCBC
1' SILL INSET
3' MIN INTO RCBC
1' SILL INSET
3' MIN INTO RCBC
2' SILL INSET
3' MIN INTO RCBC
2' SILL INSET
(NOT TO SCALE)
FROM STA. 23+35 TO STA. 24+20 -L- RT
FROM STA. 21+00 TO STA. 22+80 -L- RT
Fill Slope3:1 or Flatter
b=3.0 Ft.
d=1.0 Ft.
Type of Liner= B Rip-Rap
b
DETAIL A
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
w/SILLS
3 @ 12'x9' RCBC
SEE CHANNEL DETAIL
CLASS II RIP RAP
SEE CHANNEL DETAIL
CLASS II RIP RAP
SEE DETAIL B
SPECIAL CUT DITCH
Flatter3:1 or
D
3:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 24+90 TO STA. 27+00 -L- LT
FROM STA. 23+35 TO STA. 24+10 -L- LT
DETAIL B
Min. D=1.5 Ft.
Ground
Natural Slope
Ditch
Front
GRADE TO DRAIN
DRAIN
GRADE TO
SEE DETAIL B
DITCH
SPECIAL CUT
EST 80 TONS CLASS B RIP RAP
EST 75 SY COIR MAT
EST 720 CY EXCAVATION
EST 230 SY GEOTEXTILE
EST 250 TONS CLASS II RIP RAP
TOTAL QUANTITIES:
BARREL (1) WITH CLASS B RIP RAP.
NATIVE BED MATERIAL. BACKFILL HIGH FLOW
BACKFILL LOW FLOW BARRELS (2) WITH
NOTE:
EST 40 YDS GEOTEXTILE
EST 20 TONS
CLASS A RIP RAP
ARMOR DITCH w/
DRAIN
GRADE TO
F
F
F
F
F
F
C
C
C
C
F
F
C
F
Submitted 4/3/2020
NAD
8
3 /
NA
2
0
1
1
M
A
T
C
H
LI
N
E

-
L-

S
T
A
.

2
1
+
0
0
.
0
0

S
E
E

S
H
E
E
T

4
R
E
V
IS
I
O
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5BR-0035
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
1
7
/
9
9
SHEET __ OF __
PERMIT DRAWING
GRAPHIC SCALE
0'100'100'
WETLAND
DENOTES FILL INFF
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
SITE 3
SITE 2
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
2
5
3
0
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED
A
T-
1
TL
-3
G
R
EU
TL-3
GREU
TL-3
GREU
15
"
RCP
N
IC
K
S

C
R
E
E
K

L
N
I
SF
D
WOODED
CONTROL
BOX G
R
N
IC
K
S

C
R
E
E
K
NI
CKS
CREE
K
GR
NC 22 - 26' BST
MTL
MTL
6
0
.0
0
'
EXI
STI
NG
R/
W
EXI
STI
NG
R/
W
T
O
S
R
1838
PUMP
STATION
RAW
WATER
H
H
W
TT
WATER VAULTS
EOI
T
o
w
n
of
C
art
ha
ge,
8
",
PV
C
C
e
nt
ur
y
Li
nk,
C
O
PP
ER
Br
oa
dPl
e
x,
2
",
C
ON
DU
I
T,
F.
O.
EXISTING R/W
H
H
18
" R
C
P
WOODED
WOODED
WOODED
WOODED
WOODED
WOODED
WOODED
WOODED
BM1
N
C
22
-
26'
B
ST
DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDDOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED
REMOVE
REMOVE
24
" RC
P-I
V
2
4
" RC
P
-IV
SEE
DETA
IL
A
TOE
PROTECT
ION
SEE DETAIL A
TOE PROTECTION
14 SY GEOTEXTILE
5 TONS
CL B RIP RAP
14 SY GEOTEXTILE
5 TONS
CL B RIP RAP
GRADE TO DRAIN
INLET/OUTLET CHANNEL DETAILS
INLET CHANNEL
OUTLET CHANNEL
EXCAVATION AT EXISTING BRIDGE
36'
EXISTING CL
(NOT TO SCALE)
2:12:
1
2:12:
1
2:1
DENOTES EXCAVATION
2:
1
FLOW
EST 40 SY
ON BENCH
COIR MAT
EST 10 TONS
CLASS II RIP RAP
EST 35 SY
ON BENCH
COIR MAT
EST 10 TONS
CLASS II RIP RAP
w/ GEOTEXTILE
CLASS II RIP RAP
w/ GEOTEXTILE
CLASS II RIP RAP
w/ GEOTEXTILE
CLASS II RIP RAP
w/ GEOTEXTILE
CLASS II RIP RAP
EST EXCAVATION 470 CY
EST 135 GEOTEXTILE
EST 135 TONS
CLASS II RIP RAP
EST EXCAVATION 250 CY
EST 95 SY GEOTEXTILE
EST 95 TONS
2' THICK (TYP)
CLASS II RIP RAP
3' MIN INTO RCBC
1' SILL INSET
3' MIN INTO RCBC
1' SILL INSET
3' MIN INTO RCBC
2' SILL INSET
3' MIN INTO RCBC
2' SILL INSET
(NOT TO SCALE)
FROM STA. 23+35 TO STA. 24+20 -L- RT
FROM STA. 21+00 TO STA. 22+80 -L- RT
Fill Slope3:1 or Flatter
b=3.0 Ft.
d=1.0 Ft.
Type of Liner= B Rip-Rap
b
DETAIL A
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
w/SILLS
3 @ 12'x9' RCBC
SEE CHANNEL DETAIL
CLASS II RIP RAP
SEE CHANNEL DETAIL
CLASS II RIP RAP
SEE DETAIL B
SPECIAL CUT DITCH
Flatter3:1 or
D
3:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 24+90 TO STA. 27+00 -L- LT
FROM STA. 23+35 TO STA. 24+10 -L- LT
DETAIL B
Min. D=1.5 Ft.
Ground
Natural Slope
Ditch
Front
GRADE TO DRAIN
DRAIN
GRADE TO
SEE DETAIL B
DITCH
SPECIAL CUT
EST 80 TONS CLASS B RIP RAP
EST 75 SY COIR MAT
EST 720 CY EXCAVATION
EST 230 SY GEOTEXTILE
EST 250 TONS CLASS II RIP RAP
TOTAL QUANTITIES:
BARREL (1) WITH CLASS B RIP RAP.
NATIVE BED MATERIAL. BACKFILL HIGH FLOW
BACKFILL LOW FLOW BARRELS (2) WITH
NOTE:
EST 40 YDS GEOTEXTILE
EST 20 TONS
CLASS A RIP RAP
ARMOR DITCH w/
DRAIN
GRADE TO
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Submitted 4/3/2020
NAD
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GRAPHIC SCALE
0'100'100'
WETLAND
DENOTES FILL INFF
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET __ OF __
PERMIT DRAWING
R
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V
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HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

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INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SITE 2
SITE 3
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SITE 2
SITE 3
CLEARING
DENOTES MECHANIZED*
*
*
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DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED
25' R
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SPECIAL CUT DITCH
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DITCH
SPECIAL CUT
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Submitted 4/3/2020
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BR-0035
ROADWAY DESIGN ENGINEER
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Submitted 4/3/2020
00
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1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
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140140
140140
150150
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310 310
320 320
330 330
300 30022+50.00
310 310
320 320
330 330
300 30023+00.00
310 310
320 320
330 330
23+50.00
310 310
320 320
330 330
24+00.00
310 310
320 320
330 330
24+50.00
310 310
320 320
330 330
25+00.00
X-6BR-0035
-L-
5 10
WETLAND
$
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PROJ. REFERENCE NO.SHEET NO.0
6
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6
SHEET __ OF __
PERMIT DRAWING
3:
1
3:1 0.060
0.060
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0.060
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13:
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3:1 0.060
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313.06
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9 11
Submitted 4/3/2020
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
330 330
340 340
350 350
320 320
16+50.00
330 330
340 340
320 320
17+00.00
330 330
340 340
320 32017+50.00
320 320
330 330
340 340
18+00.00
320 320
330 330
340 340
18+50.00
320 320
330 330
340 340
310 31019+00.00
X-4BR-0035
-L-
5 10
WETLAND (STA. 18+75 +/-)
$
$
$
$
$
$
S
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$
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PROJ. REFERENCE NO.SHEET NO.0
6
/
2
3
/
1
6
SHEET __ OF __
PERMIT DRAWING
3:1 3:1
4
:
1
0.060
0.060
334.84
3:1 3:1
4
:
1
0.060
0.060
332.52
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0.060
-
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3:
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3:1
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0.060
3:
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0.060
3:
1
3:1
0.060
0.060
10 11
Submitted 4/3/2020
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 18+75 -L-Fill 0.050
2*21+75 -L-Fill 0.030 0.010
2 22+55 -L-Fill 0.010
3 23+12 -L-3@12'X9' RCBC 0.040 61
3 23+12 -L- Rt/Lt Bank Stabilization 0.043 0.021 90 45
TOTALS*:0.09 0.00 0.00 0.01 0.00 0.08 0.02 151 45 0
Revised 2018 Feb SHEET OF
67035.1.1
March 2020
MOORE COUNTY
NC DEPARTMENT OF TRANSPORTATION
BR-0035
Rounded totals are sum of actual impacts
NOTES:
*Total take of would be an additional 0.01ac
WETLAND AND SURACE WATER IMPACTS SUMMARY
SURFACE WATER IMPACTSWETLAND IMPACTS
DIVISION OF HIGHWAYS
Submitted 4/3/2020