HomeMy WebLinkAbout20171067 Ver 1_Build Maps_201708281534
1509
1509
1533
1533
1535
1620
Bo
s
t
R
d.
S
h
u
e
R
d
.
H
a
l l m
a
r k
Coope
r
Rd
.
Cooper
Rd
.
R
d.
W
e
a
v
er Rd.
Weaver
R
d
.
Cooper
R
d.
Miller
Chapel Rd.
Patterson
R d.
PattersonRd.
R
d
.
M
i l l e
r
R
d
.
M
i l l e
r
R
d
.
S
l o
a
n
s
C
r
e
e
k
L i t t l e
Creek L
i t t l e
Creek
W
h
e
e
l
W
a
y
Wagon
Cir.
Mooresville Rd.
Mooresville Rd
.
150
150
15"
R
C
P
PLANTER
P
L
A
N
T
E
R
-
E
L-
LI
T
T
L
E
CREEK
L
I
T
T
L
E
C
R
E
E
K
1534
1509
1509
1533
1533
1535
1620
Bo
s
t
R
d.
S
h
u
e
R
d
.
H
a
l l m
a
r k
Coope
r
Rd
.
Cooper
Rd
.
R
d.
W
e
a
v
er Rd.
Weaver
R
d
.
Cooper
R
d.
Miller
Chapel Rd.
Patterson
R d.
PattersonRd.
R
d
.
M
i l l e
r
R
d
.
M
i l l e
r
R
d
.
S
l o
a
n
s
C
r
e
e
k
L i t t l e
Creek L
i t t l e
Creek
W
h
e
e
l
W
a
y
Wagon
Cir.
Mooresville Rd.
Mooresville Rd
.
150
150
TOTAL LENGTH OF PROJECT 17BP.9.R.62 = 0.049 MI
4
-L- STA. 15+60.00
END PROJECT
-L- STA. 13+00.00
BEGIN PROJECT
-L-
OFF-SITE DETOUR ROUTE =
VICINITY MAP
See Sheet 1-C For Survey Control Sheet
See Sheet 1-B For Conventional symbols
ROWAN COUNTY
DHV
T
V
=
=
=
=
%
MPH
ADT
% *
FUNC CLASS =
0
0
0
PROFILE (HORIZONTAL)
17BP.9.R.62 PE
N/A
PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
Prepared in the Office of:
SIGNATURE:
SIGNATURE:
P.E.
P.E.
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:
0
9
/
0
8
/
9
9
17BP.9.R.62DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
See Sheet 1-A For Index of Sheets
$
$
$
$
$
$
S
Y
S
T
I M
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
C
O
N
T
R
A
C
T
:
1
7
B
P
.
9
.
R
.
6
2
A
R
T
MEN
N
A
S
O
H
D
E
P
T
O
F TRA S PORT
T
I
O
N
T
A TEOFN RT
C AR
O
LI
N
A
C
2
0
3
6
8
5
BEN CRAWFORD, PE
MATTHEW COPPLE, PE
BRIDGE NO. 790260 OVER LITTLE CREEK ON
SR 1535 (WEAVER ROAD)
GRADING, DRAINAGE, PAVING, & STRUCTURE
SR (1535)
WEAVER RD.
T
O
P
A
T
T
E
R
S
O
N
S
T.
TO MILLER RD.
201020
201020
40201020
2015 500
* TTST =3 DUAL 3
LOCAL
SUBREGIONAL TIER
45
11
LOCATION
PROJECT
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES
ROWAN NO. 790260
-L- STA. 14+15.98
BEGIN CULVERT
-L- STA. 14+36.69
END CULVERT
NCDOT CONTACT
1 5
MAY 16, 2015
MAY 16, 2015
6
40
40
VIRGINIA MABRY
17BP.9.R.62 N/A R/W & UTIL
17BP.9.R.62 N/A CONST.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
License: C-2197
Fax:919-789-9591
Tel:919-789-9977
Raleigh, NC 27605
1025 Wade Avenue
C O N S T R U C T I O N
E N G I N E E R I N G &
P
R
O
J
E
C
T
:
1 0
DESCRIPTION: RIGHT OF WAY PLAN SUBMITTAL
TOTAL LENGTH OF ROADWAY 17BP.9.R.62 = 0.045 MI
TOTAL LENGTH OF STRUCTURE 17BP.9.R.62 = 0.004 MI
SUBMITTAL # H-007R1
DATE: AUGUST 3, 2017
N
A
D 83
N
A 2011
R
E
V
I S
I
O
N
S
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
8
/
1
7
/
9
9
$
$
$
$
$
$
S
Y
S
T
I M
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
17BP.9.R.62 4
ROWAN 790260
-L-
740
745
750
755
12 13 14 16 17
NAD 83/ 2011
-L-
-L- STA. 14+36.69
END CULVERT
-L- STA. 14+15.98
BEGIN CULVERT
740
745
750
755
2
:1
BARREL
LOW FLOW
BARREL
LOW FLOW
(NOT TO SCALE)
LT TO RT FACING DOWNSTREAM
STREAM CROSS SECTION
INLET DETAIL
-L--L-
OUTLET DETAIL
EG LT
EG LT
2:1
2 :1
FABRIC
GEOTEXTILE
FABRIC
GEOTEXTILE
EG RT
EG RT
2:1
2 :1
2 :1
FABRIC
GEOTEXTILE
FABRIC
GEOTEXTILE
BED
EXISTING
BED
EXISTING
(2-FT THICK)
RIP RAP
CLASS 'II'
(2-FT THICK)
RIP RAP
CLASS 'II'
(2-FT THICK)
RIP RAP
CLASS 'II'
(2-FT THICK)
RIP RAP
CLASS 'II'
(2-FT THICK)
RIP RAP
CLASS 'II'
(2-FT THICK)
RIP RAP
CLASS 'II'
EXCAVATION
EXCAVATION EXCAVATION
EXCAVATION
1.5' SILL
1' SILL1' SILL
1.5' SILL
PLOTTED ALONG CENTERLINE OF CULVERT
CAST IN PLACE W/ SILLS
PROPOSED 2 @ 10'X8' RCBC
SKEW = 75 DEG.
G.P. ELEV. = 752.41'
L STA 14+26.3 -L-C
OFF 87.61' RT
Sta. 15+32.91
-L-
HACKBERRY
R/R SPIKE IN 14"
ELEV. 750.98'
OFF 82' RT
Sta. 9+12
BM #1
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
020 40 8040
GRAPHIC SCALE
SHEET 2 OF 6
PERMIT DRAWING
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
License: C-2197
Fax:919-789-9591
Tel:919-789-9977
Raleigh, NC 27605
1025 Wade Avenue
C O N S T R U C T I O N
E N G I N E E R I N G &
15
INSET
F F
F
F
CLASS 'II' RIP RAP
CLASS 'II' RIP RAP
CLASS 'II' RIP RAP
CLASS 'II' RIP RAP
EXCAVATION
EXCAVATION
EXCAVATION
EXCAVATION
18"
12 13 14 15 16
SEE DETAIL 3
FLOODPLAIN BENCH
SEE DETAIL 3
FLOODPLAIN BENCH
d
2:
1
B
D
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM STA. 14+75 TO STA. 15+50 -L- LT
FROM STA. 14+25 TO STA. 14+75 -L- LT
FROM STA. 13+50 TO STA. 14+16 -L- RT
Slope
Fill
DETAIL 1
B= 2.0 Ft.
Max. d= 1.0 Ft.
Min. D= 1.0 Ft.
Type of Liner= PSRM EST. 142 S.Y.
Ground
Natural
( Not to Scale)
RIP RAP AT EMBANKMENT
STA. 14+30 -L- LT
STA. 14+15 -L- RT
DETAIL 2
Grade
Ditch
2'
GEOTEXTILE
Geotextile= 60 sy Total
Type of Liner= 60 TONS CLASS I Rip-Rap Total
10'min.
1.0'min.
1 5
-L- STA. 13+00.00
BEGIN PROJECT
-L- STA. 15+60.00
END PROJECT
PCC Sta. 13+21.83
PRC Sta. 14+40.51
GRAU 350 TL-2
GRAU 350 TL-2
GRAU 350 TL-2
GRAU 350 TL-2
DS = 35MPH
PI = 13+50.00
EL = 751.82'
VC = 100'
K = 50
LOW PT = 13+60.55
PI = 15+15.00
EL = 753.11'
VC = 90'
K = 60
DS = 35MPH
(+)2.2919%
(+)0.7818%
(+)7.70%
ELEV. 749.14'-
STA. 14+75 -L- LT
DITCH PI
(+)4.28%
ELEV. 745.29'
STA. 14+25 -L- LT
BEGIN DITCH GRADE
(
-
)
6.
1
2
%
(-)1.60%
ELEV. 747.22'
STA. 14+16 -L- RT
END DITCH GRADE
ELEV. 749.73'
STA. 13+75 -L- RT
DITCH PI
+57 +00
17.5'+56
17.5'60.0'65.0'
55.0'
T
T
18" RCP
790260-2
15" HDPE
G
R
A
V
E
L
D
R
.
DPCO
DFAD8
DPCO
1635
8
10A8
EXISTING R/W
EXISTING R/W
ELEV.=750.98'
82' RT
-BL-STA.9+12
BM#1
NO #
UNKNOWN
OWNER
MAG RR SPIKE
RICHARD A. &
BRENDA B. WASHAM
DB 944 PG 456
CHRISTOPHER J. &
MARIE A. LICATA
DB 1120 PG 602
RICKY J. RAHME
DB 688 PG 543
RR SPIKE
R
R
S
P
I
K
E
R
R
S
PI
K
E
TOMMY G. &
VICKI L. ELLER
DB 643 PG 542
DB 582 PG 736
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
WOODS
300 PR
3
0
0
P
R
P
A
T
T
E
R
S
O
N
S
T
R
E
E
T
T
O
S
R
1
5
3
3
0
.
6
6
M
I
L
E
S
+/
-
MILLER ROAD
TO SR 1509
1.45 MILES +/-
SR 1535 WEAVER ROAD
19' PAVED ROADWAY
T
O
D
W E
L
L
I
N
G
T
O
D
W
E
L
L
I
N
G
G R A V E L D R . T O D W E L L IN G
MAP BOOK 9995 PG 2580
3
5
.
0
0
'
G
R
A
V
E
L
D
R
.
LI
T
T
L
E
CREEK
L
I
T
T
L
E
C
R
E
E
K
F
C
C
F
F F
F
R
E
V
I S
I
O
N
S
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
8
/
1
7
/
9
9
$
$
$
$
$
$
S
Y
S
T
I M
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
17BP.9.R.62 4
ROWAN 790260
-L-
740
745
750
755
12 13 14 16 17
NAD 83/ 2011
-L-
-L- STA. 14+30.63
END CULVERT
-L- STA. 14+09.92
BEGIN CULVERT
740
745
750
755
2
:1
BARREL
LOW FLOW
BARREL
LOW FLOW
(NOT TO SCALE)
LT TO RT FACING DOWNSTREAM
STREAM CROSS SECTION
INLET DETAIL
-L--L-
OUTLET DETAIL
EG LT
EG LT
2:1
2 :1
FABRIC
GEOTEXTILE
FABRIC
GEOTEXTILE
EG RT
EG RT
2:1
2 :1
2 :1
FABRIC
GEOTEXTILE
FABRIC
GEOTEXTILE
BED
EXISTING
BED
EXISTING
(2-FT THICK)
RIP RAP
CLASS 'II'
(2-FT THICK)
RIP RAP
CLASS 'II'(2-FT THICK)
RIP RAP
CLASS 'II'
(2-FT THICK)
RIP RAP
CLASS 'II'
(2-FT THICK)
RIP RAP
CLASS 'II'
(2-FT THICK)
RIP RAP
CLASS 'II'
EXCAVATION
EXCAVATION EXCAVATION
EXCAVATION
1.5' SILL
1' SILL1' SILL
1.5' SILL
PLOTTED ALONG CENTERLINE OF CULVERT
CAST IN PLACE W/ SILLS
PROPOSED 2 @ 10'X8' RCBC
SKEW = 75 DEG.
G.P. ELEV. = 752.41'
L STA 14+26.3 -L-C
OFF 87.61' RT
Sta. 15+32.91
-L-
HACKBERRY
R/R SPIKE IN 14"
ELEV. 750.98'
OFF 82' RT
Sta. 9+12
BM #1
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
020 40 8040
GRAPHIC SCALE
SHEET 3 OF 6
PERMIT DRAWING
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
License: C-2197
Fax:919-789-9591
Tel:919-789-9977
Raleigh, NC 27605
1025 Wade Avenue
C O N S T R U C T I O N
E N G I N E E R I N G &
15
INSET
CLASS 'II' RIP RAP
CLASS 'II' RIP RAP
CLASS 'II' RIP RAP
CLASS 'II' RIP RAP
EXCAVATION
EXCAVATION
EXCAVATION
EXCAVATION
18"
12 13 14 15 16
SEE DETAIL 3
FLOODPLAIN BENCH
SEE DETAIL 3
FLOODPLAIN BENCH
d
2:
1
B
D
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM STA. 14+75 TO STA. 15+50 -L- LT
FROM STA. 14+25 TO STA. 14+75 -L- LT
FROM STA. 13+50 TO STA. 14+16 -L- RT
Slope
Fill
DETAIL 1
B= 2.0 Ft.
Max. d= 1.0 Ft.
Min. D= 1.0 Ft.
Type of Liner= PSRM EST. 142 S.Y.
Ground
Natural
( Not to Scale)
RIP RAP AT EMBANKMENT
STA. 14+30 -L- LT
STA. 14+15 -L- RT
DETAIL 2
Grade
Ditch
2'
GEOTEXTILE
Geotextile= 60 sy Total
Type of Liner= 60 TONS CLASS I Rip-Rap Total
10'min.
1.0'min.
1 5
-L- STA. 13+00.00
BEGIN PROJECT
-L- STA. 15+60.00
END PROJECT
PCC Sta. 13+21.83
PRC Sta. 14+40.51
GRAU 350 TL-2
GRAU 350 TL-2
GRAU 350 TL-2
GRAU 350 TL-2
DS = 35MPH
PI = 13+50.00
EL = 751.82'
VC = 100'
K = 50
LOW PT = 13+60.55
PI = 15+15.00
EL = 753.11'
VC = 90'
K = 60
DS = 35MPH
(+)2.2919%
(+)0.7818%
(-)1.2000%
ELEV. = 754.14'
-L- STA. 15+60.00
END GRADE
(+)7.70%
ELEV. 749.14'-
STA. 14+75 -L- LT
DITCH PI
(+)4.28%
ELEV. 752.35'
STA. 15+50 -L- LT
END DITCH GRADE
ELEV. 745.29'
STA. 14+25 -L- LT
BEGIN DITCH GRADE
(
-
)
6.
1
2
%
(-)1.60%
ELEV. 747.22'
STA. 14+16 -L- RT
END DITCH GRADE
ELEV. 749.73'
STA. 13+75 -L- RT
DITCH PI ELEV. 750.13'
STA. 13+50-L- RT
BEGIN DITCH GRADE
+57 +00
17.5'+56
17.5'60.0'65.0'
55.0'
T
T
18" RCP
790260-2
15" HDPE
G
R
A
V
E
L
D
R
.
DPCO
DFAD8
DPCO
1635
8
10A8
EXISTING R/W
EXISTING R/W
ELEV.=750.98'
82' RT
-BL-STA.9+12
BM#1
NO #
UNKNOWN
OWNER
MAG RR SPIKE
RICHARD A. &
BRENDA B. WASHAM
DB 944 PG 456
CHRISTOPHER J. &
MARIE A. LICATA
DB 1120 PG 602
RICKY J. RAHME
DB 688 PG 543
RR SPIKE
R
R
S
P
I
K
E
R
R
S
PI
K
E
TOMMY G. &
VICKI L. ELLER
DB 643 PG 542
DB 582 PG 736
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
WOODS
300 PR
3
0
0
P
R
P
A
T
T
E
R
S
O
N
S
T
R
E
E
T
T
O
S
R
1
5
3
3
0
.
6
6
M
I
L
E
S
+/
-
MILLER ROAD
TO SR 1509
1.45 MILES +/-
SR 1535 WEAVER ROAD
19' PAVED ROADWAY
T
O
D
W E
L
L
I
N
G
T
O
D
W
E
L
L
I
N
G
G R A V E L D R . T O D W E L L IN G
MAP BOOK 9995 PG 2580
3
5
.
0
0
'
G
R
A
V
E
L
D
R
.
LI
T
T
L
E
CREEK
L
I
T
T
L
E
C
R
E
E
K
F F
F
F
F
C
C
F
F F
F
7
4
5
7
4
5
7
4
5
7
4
5
7
4
5
7
4
5
7
4
5
7
4
5
7
4
5
7
4
5
7
4
5
7
4
5
7
5
0
7
5
0
7
5
0
750
7
5
0
7
5
0
750
7
5
0
7
5
0
7
5
0
7
5
0
7
5
0
7
5
0
7
5
0
750
7
5
0
7
5
0
750
7
5
0
7
5
0
7
5
0
7
5
0
7
5
5
7
5
5
7
5
5
7
5
5
7
5
5
7
5
5
7
5
5
7
5
5
7
5
5
7
5
5
7
5
5
7
5
5
7
6
0
7
6
0
7
6
0
7
6
0
760
7
6
0
7
6
0
7
6
0
7
6
0
760
7
6
5
7
6
5
7
6
5
7
6
5
7
7
0
7
7
0
40
License: C-2197
Fax:919-789-9591
Tel:919-789-9977
Raleigh, NC 27605
1025 Wade Avenue
C O N S T R U C T I O N
E N G I N E E R I N G &
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
R
E
V
I S
I
O
N
S
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
SHEET NO.PROJECT REFERENCE NO.
$
$
$
$
$
$
S
Y
S
T
I M
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
1
7
/
9
9
SHEET 4 OF 6
PERMIT DRAWING
417BP.9.R.62
ROWAN 790260
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
NAD 83/ 2011
GRAPHIC SCALE
0'20'20'40'10'
INSET
F F
F
F
7
4
5
7
4
5
7
4
5
7
4
5
7
4
5
7
4
5
7
4
5
7
4
5
7
5
0
750
750
7
5
0
7
5
0
750
750
7
5
0
790260-2
15" HDPE
MAG
LI
T
T
L
E
CREEK
C
R
E
E
K
GRAU 350 TL-2
GRAU 350 TL-2
GRAU 350 TL-2
GRAU 350 TL-2
+00
65.0'
REMOVE
F
C
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
17BP.9.R.62 4
License: C-2197
Fax:919-789-9591
Tel:919-789-9977
Raleigh, NC 27605
1025 Wade Avenue
C O N S T R U C T I O N
E N G I N E E R I N G &
C
25-YR WSEL = 748.9'
ELEV. 742.4'
WS 06/12/15
PLOTTED ALONG -L- CENTERLINE
CAST IN PLACE W/ SILLS
PROPOSED 2 @ 10'X8' RCBC
SKEW = 75 DEG.
G.P. ELEV. = 752.41'
L STA 14+26.3 -L-
100-YR WSEL = 750.6'
OT (500 YR-) WSEL = 752.3'
12 13 14 15 16 17
EG LT EG LT
EG RT
EG RT
BRIDGE
EXISTING
12 13 14 15 16 17
740
750
760
770
DS = 35MPH
PI = 13+50.00
EL = 751.82'
VC = 100'
K = 50
LOW PT = 13+60.55
PI = 15+15.00
EL = 753.11'
VC = 90'
K = 60
DS = 35MPH
(+)2.2919%
(+)0.7818%
(-)1.2000%
ELEV. = 752.42'
-L- STA. 13+00.00
BEGIN GRADE ELEV. = 754.14'
-L- STA. 15+60.00
END GRADE
SHEET 5 OF 6
PERMIT DRAWING
5
/
1
4
/
9
9 SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
$
$
$
$
$
$
S
Y
S
T
I M
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
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 14+26.3 -L-2 @ 10'8' RCBC 0.01 50.00
14+10 to 14+60 BANK STABILIZATION 0.01 75.00
14+12 TO 14+64 INSTALL BANK STABILIZATION <0.01 10.00
TOTALS*: 0.02 < 0.01 125 10 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2013 10 24 SHEET 6 OF 6
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
ROWAN COUNTY
17BP.9.R.62
SF-790260
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
01/19/2017
NO WETLANDS IMPACTED ON THIS PROJECT.