HomeMy WebLinkAbout20150499 Ver 1_Application_20150519742
742
Richardson
Lake Dam
Farms
D and J
Burnsville
END PROJECT
BEGIN PROJECT
Creek
C r ib b s C r e ek
742
Cr
ib
s C
reek
Pi
n
e
L
o
g
Cr
e
e
k
SR (1608)
S
R (1
4
5
4)
P
o
plin
R
d
SR (1606)
Wright RdGeorge
S R (1 4 5 8 )
SR (1458)
SR (1456)
SR (1452)
SR (1610)S
R (1611)
SR (1452)
S
R
(
1
6
0
0
)
S
R
(
1
6
7
3
)
SR (1612)
SR (1610)
SR (1600)
SR (16
1
0
)
SR (1607)
SR (160
0
)
Church Rd
Burnsville
B
ig
B
ra
n
ch
0
PROFILE (HORIZONTAL)
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
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
D
E
P
A
R
T
MEN
T
O
F
TRAN SPORTA
T
IO
N
S
T
A TE OF NORT
H
CAR
O
LI
N
A
1020 20
2001020
4 2 0 4 8
PLANS PREPARED FOR THE NCDOT BY:
VICINITY MAP
N.T.S.
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
40
P.E.
40
PROJECT LENGTH
DHV
D
T
V
=
=
=
=
=MPH
ADT
N/A
N/A
=ADT
DESIGN DATA
6%
SIGNATURE:
P.E.
P.E.
ENGINEER
HYDRAULICS
SIGNATURE:
ENGINEER
DESIGN
ROADWAY
4
2010
45
DETOUR
MAAMOON K. ABDELAZIZ
NIKKI T. HONEYCUTT, PE
PROJECT DESIGNER
17BP.10.R.56
17BP.10.R.56
110
2025 220
P
R
O
J
E
C
T
W
B
S
:
17
B
P
.
10
.
R
.
5
6
-L- STA. 11+50.00
BEGIN PROJECT WBS 17BP.10.R.56
DECEMBER 2, 2014
TYPE OF WORK: GRADING, PAVING, DRAINAGE, & STRUCTURE
900 West Trade St., Ste. 715
Charlotte, NC 28202
NC License Number F-0991
C
O
N
T
R
A
C
T
:
TO THE LIMITS ESTABLISHED BY METHOD II.
CLEARING ON THIS PROJECT SHALL BE PERFORMED
-L- STA. 14+10.00
END PROJECT WBS 17BP.10.R.56
ON SR 1608 (BURNSVILLE CHURCH RD.)
ANSON COUNTY
-L-
NORTH CAROLINA
TO SR 1600
TO
NC
742
NCDOT CONTACT:
Division Bridge Manager
GARLAND HAYWOOD, PE
-L- STA. 12+57.33
BEGIN CULVERT
SR 1608 (BURNSVILLE CHURCH ROAD)
TOTAL LENGTH OF PROJECT WBS 17BP.10.R.56 = 0.049 MILES
LENGTH OF STRUCTURE PROJECT WBS 17BP.10.R.56 = 0.005 MILES
LENGTH OF ROADWAY PROJECT WBS 17BP.10.R.56 = 0.044 MILES
MAY 20, 2015
MINOR COLLECTOR
FUNC. CLASSIFICATION:
-L- STA. 12+82.67
END CULVERT
17BP.10.R.56 /R W & UTILITIES
m
a
b
d
e
la
z
i
z
R
:
\
H
y
d
r
a
u
li
c
s
\
P
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R
M
IT
S
_
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n
v
i
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o
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m
e
n
t
a
l\
D
r
a
w
i
n
g
s
\
P
r
m
S
H
T
\
10
R
5
6
_
H
y
d
_
P
r
m
_
t
s
h
.
d
g
n
5
/
5
/
2
0
15
Scale : 80
STREAM IMPACTS
ofSheet
Permit Drawing
SITE 1
SITE 1
FIGURE
SEE
B
I
G
B
R
A
N
C
H
LOCATION: BRIDGE #202 OVER BIG BRANCH CRIBS CREEK
C
RIBS
C
REEK
N
AD
8
3
/ 2
0
11
EXISTING R/W
EXISTING R/W
EXISTING R/W
KIMBERLY K HAGANS
LARRY CABELL JAMES II
DB 551 PG 207
DB 935 PG 90
JOANNA E DAVIS
ROGER A. DAVIS JR
DB 204 PG 615
GUS LITTLE JR
STEPHANIE BURRIS
CHAD E BURRIS
DB 875 PG 125
EXISTING R/W
5
0
.0
0
'
5
0
.
0
0
'
C
R
IB
S
C
R
E
E
K
B
IG
B
R
AN
C
H
C
R
IB
S
C
R
E
E
K
B
IG
B
R
ANCH
1
3
2
4
P
OT
S
ta
. 10
+
0
0
.0
0
P
C
S
ta
. 10
+
4
9
.2
9
P
T
S
t
a
.
15
+
0
4
.3
8
P
O
T
S
t
a
.
15
+
7
0
.0
0
11+
0
0
15
+
0
0
10
+
0
0
P
C
C
S
t
a
. 11+
4
1.2
7
P
T
S
t
a
. 12
+
4
4
.5
2
P
C
S
t
a
. 14
+
0
4
.5
7
12
+
0
0
13
+
0
0
-L-
SR 1608
BURNSVILLE CHURCH ROAD
14
+
0
0
TS TS
TS TS
TS TS
TSTS
TS
TS TS
TS TS
TS TS
TS TS TS
TSTS
TS TS TS
TSTS
TS TS
TSTSTS
TS TS
S
S
S
SS
SS
S S
SS
S S
SSSS
S S S
SSS
SS S
SS S
SS S
SSS
SS S
SS
TS
TS
TS
4
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
12+50
300
305
310
315
320
325
330
13+00 13+5010+50 11+00 11+50 12+00
17BP.10.R.56
14+00 14+50 15+0010+00 15+50
900 West Trade St., Ste. 715
Charlotte, NC 28202
NC License Number F-0991
300
305
310
315
320
325
330
*
SPEED PER SUB-REGIONAL TIER DESIGN GUIDELINES.
IS UP TO 20 MPH LESS THAN THE OVERALL DESIGN
NOTE: THE DESIGN SPEED SHOWN FOR VERTICAL CURVES
N
AD
8
3
/ 2
0
11
m
a
b
d
e
la
z
i
z
R
:
\
H
y
d
r
a
u
li
c
s
\
P
E
R
M
IT
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l\
D
r
a
w
i
n
g
s
\
P
r
m
S
H
T
\
10
R
5
6
_
H
y
d
_
P
r
m
_
p
s
h
0
4
.
d
g
n
5
/
5
/
2
0
15
Scale : 40
LEGEND
SURFACE WATER
DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S
TS
S
TS
SITE 1
FIGURE
SEE SITE 1
GRAPHIC SCALE
0'40'40'
ofSheet
Permit Drawing
STREAM PERMIT IMPACT
SW IMPACTS
PERMANENT
SW IMPACTS
TEMPORARY
AREA (AC)LENGTH (FT)
0.02
0.03
89
85
STREAM CROSSING
PROPOSED TEMPORARY
DS = 30 MPH
DS = 30 MPH
BEGIN PROJECT WBS 17BP.10.R.56
EL = 315.71'
-L- STA 11+50.00
EL = 314.25'
-L- STA 14+10.00
END PROJECT WBS 17BP.10.R.56
PI = 11+95.00
EL = 314.36'
(-)3
.0000%
(-)0.7125%
VC = 90'
K = 39
PI = 13+55.00
EL = 313.22'
(-)0.7125%(+)1.8727%
VC = 110'
K = 43
BEGIN CULVERT
-L- STA 12+57.33
END CULVERT
-L- STA 12+82.67
EXISTING GROUND
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
CULVERT HYDRAULIC DATA
= 770
= 25
= 311.2
= 1100
= 100
= 312.41
= 1500
= 500
= 313.6
LOW POINT
EL = 313.50'
-L- STA 13+30.32
BL-1
BL-2
*
*
PROPOSED GRADE
ALUMINUM BOX CULVERT
PROP. 1 @ 25'-4" X 8'-7"
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
3
0
3
3
0
4
3
0
4
3
0
4
3
0
5
3
0
5
3
0
5
305
3
0
5
3
0
6
306
307
3
0
7
3
0
7
307
3
0
8
308
3
0
8
3
0
8
308
3
0
9
3
0
9
309
3
0
9
309
309
309
3
0
9
3
10
3
1
0
310
310
3
1
0
310
310
310
310
310
3
1
0
3
1
0
310
3
1
0
310
3
1
1
3
11
311
311
311
311
3
1
1
311
3
12
312
3
1
2
312
312
312
3
12
3
13
313
313
313
313
3
13
313 313
313
3
14
314
314
314
314
314
314
3
15
315
315
315
315
315 315
315
315
315
3
16
316
316
3
16
3
1
6
317
3
1
7
317
317
3
18
3 1 8
318
3
18
318
3
19
319
319
319
319
319
3
1
9
3
2
0
320
320
320
320
3
2
0
3
2
0
3
2
1
321
321321
322
322
3
2
2
3
2
3
3
2
3
323
324
324
324
3
2
5
325
325
325
325
3
2
5
326
326
326
3
2
7
327
327
3
2
8
329
3
3
0
330
3
3
0
330
331
331
332
3
3
3
333
334
335
335
3
3
6
337
EXISTING R/W
EXISTING R/W
EXISTING R/W
KIMBERLY K HAGANS
LARRY CABELL JAMES II
DB 551 PG 207
DB 935 PG 90
JOANNA E DAVIS
ROGER A. DAVIS JR
DB 204 PG 615
GUS LITTLE JR
STEPHANIE BURRIS
CHAD E BURRIS
DB 875 PG 125
EXISTING R/W
5
0
.0
0
'
5
0
.
0
0
'
C
R
IB
S
C
R
E
E
K
B
IG
B
R
AN
C
H
C
R
IB
S
C
R
E
E
K
B
IG
B
R
ANCH
1
3
2
4
P
OT
S
ta
. 10
+
0
0
.0
0
P
C
S
ta
. 10
+
4
9
.2
9
P
T
S
t
a
.
15
+
0
4
.3
8
P
O
T
S
t
a
.
15
+
7
0
.0
0
11+
0
0
15
+
0
0
10
+
0
0
P
C
C
S
t
a
. 11+
4
1.2
7
P
T
S
t
a
. 12
+
4
4
.5
2
P
C
S
t
a
. 14
+
0
4
.5
7
12
+
0
0
13
+
0
0
-L-
SR 1608
BURNSVILLE CHURCH ROAD
14
+
0
0
TS TS
TS TS
TS TS
TSTS
TS
TS TS
TS TS
TS TS
TS TS TS
TSTS
TS TS TS
TSTS
TS TS
TSTSTS
TS TS
S
S
S
SS
SS
S S
SS
S S
SSSS
S S S
SSS
SS S
SS S
SS S
SSS
SS S
SS
TS
TS
TS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
12+50
300
305
310
315
320
325
330
13+00 13+5010+50 11+00 11+50 12+00
17BP.10.R.56
14+00 14+50 15+0010+00 15+50
900 West Trade St., Ste. 715
Charlotte, NC 28202
NC License Number F-0991
300
305
310
315
320
325
330
*
SPEED PER SUB-REGIONAL TIER DESIGN GUIDELINES.
IS UP TO 20 MPH LESS THAN THE OVERALL DESIGN
NOTE: THE DESIGN SPEED SHOWN FOR VERTICAL CURVES
N
AD
8
3
/ 2
0
11
m
a
b
d
e
la
z
i
z
R
:
\
H
y
d
r
a
u
li
c
s
\
P
E
R
M
IT
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l\
D
r
a
w
i
n
g
s
\
P
r
m
S
H
T
\
10
R
5
6
_
H
y
d
_
P
r
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_
p
s
h
0
4
A
.
d
g
n
5
/
5
/
2
0
15
Scale : 40
LEGEND
SURFACE WATER
DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S
TS
S
TS
SITE 1
FIGURE
SEE SITE 1
GRAPHIC SCALE
0'40'40'
ofSheet
Permit Drawing
4A
STREAM PERMIT IMPACT
SW IMPACTS
PERMANENT
SW IMPACTS
TEMPORARY
AREA (AC)LENGTH (FT)
0.02
0.03
89
85
STREAM CROSSING
PROPOSED TEMPORARY
DS = 30 MPH
DS = 30 MPH
BEGIN PROJECT WBS 17BP.10.R.56
EL = 315.71'
-L- STA 11+50.00
EL = 314.25'
-L- STA 14+10.00
END PROJECT WBS 17BP.10.R.56
PI = 11+95.00
EL = 314.36'
(-)3
.0000%
(-)0.7125%
VC = 90'
K = 39
PI = 13+55.00
EL = 313.22'
(-)0.7125%(+)1.8727%
VC = 110'
K = 43
BEGIN CULVERT
-L- STA 12+57.33
END CULVERT
-L- STA 12+82.67
EXISTING GROUND
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
CULVERT HYDRAULIC DATA
= 770
= 25
= 311.2
= 1100
= 100
= 312.41
= 1500
= 500
= 313.6
LOW POINT
EL = 313.50'
-L- STA 13+30.32
BL-1
BL-2
*
*
PROPOSED GRADE
ALUMINUM BOX CULVERT
PROP. 1 @ 25'-4" X 8'-7"
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
STEPHANIE BURRIS
CHAD E BURRIS
DB 875 PG 125
DB 204 PG 615
GUS LITTLE JR
KIMBERLY K HAGANS
LARRY CABELL JAMES II
DB 551 PG 207
DB 935 PG 90
JOANNA E DAVIS
ROGER A. DAVIS JR
C
R
IB
S
C
R
E
E
K
B
IG
B
R
AN
C
H
C
R
IB
S
C
R
E
E
K
B
IG
B
R
ANCH
3
1
2
4
13
+
0
0
12
+
0
0
SR 1608
BURNSVILLE CHURCH ROAD
-L-
P
T
S
t
a
. 12
+
4
4
.5
2
TS TS
TS TS
TS TS
TSTS
TS
TS TS
TS TS
TS TS
TS TS TS
TSTS
TS TS TS
TSTS
TS TS
TSTSTS
TS TS
S
S
S
SS
SS
S S
SS
S S
SSSS
S S S
SSS
SS S
SS S
SS S
SSS
SS S
SS
TS TS
TS TS
TS
TS
SCALE 1"=20'
SITE 1
GRAPHIC SCALE
0'20'20'
ofSheet
Permit Drawing
IN SURFACE WATER
TEMPORARY IMPACTS
IN SURFACE WATER
TEMPORARY IMPACTS
LEGEND
SURFACE WATER
DENOTES IMPACTS IN
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S
TS
S
TS
DIVISION OF HIGHWAYS
5/5/2015SHEET 1 OF 1
#
NCDOT
PROJECT: 17BP.10.R.56
CABARRUS COUNTY
IN SURFACE WATER
PERMANENT IMPACTS
IN SURFACE WATER
PERMANENT IMPACTS
IN SURFACE WATER
PERMANENT IMPACTS
N
AD
8
3
/ 2
0
11
(BURNSVILLE CHURCH ROAD)
ON SR 1608
BIG BRANCH CRIBS CREEK
BRIDGE 202 OVER
STREAM PERMIT IMPACT
SW IMPACTS
PERMANENT
SW IMPACTS
TEMPORARY
AREA (AC)LENGTH (FT)
0.02
0.03
89
85
IN SURFACE WATER
TEMPORARY IMPACTS
STREAM CROSSING
PROPOSED TEMPORARY
F
F
F
F
F
F
F
F
F
F
FF
F
F
NAMES AND ADDRESSES
PARCEL NO.NAMES ADDRESS
1
2
SCALE 1"=10'
DIVISION OF HIGHWAYS
5/5/2015SHEET 1 OF 1
#
NCDOT
PROJECT: 17BP.10.R.56
PROPERTY OWNERS
CABARRUS COUNTY
3
4
POLKTON, NC 28135
BURNSVILLE CHURCH ROAD
POLKTON, NC 28135
1981 BURNSVILLE CHURCH ROAD
POLKTON, NC 28135
435 ROCKY MOUNT CHURCH ROAD
POLKTON, NC 28135
2048 BURNSVILLE CHURCH ROAD
JOANNA E DAVIS
ROGER A. DAVIS JR
STEPHANIE BURRIS
CHAD E BURRIS
KIMBERLY K HAGANS
LARRY CABELL JAMES II
GUS LITTLE JR
(BURNSVILLE CHURCH ROAD)
ON SR 1608
BIG BRANCH CRIBS CREEK
BRIDGE 202 OVER
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 -L- 12+57 to 12+83 25'-4" X 8'-7" Aluminum 0.02 0.03 89 85
Box Culvert
TOTALS:0.02 0.03 89 85
ATN Revised 3/31/05 SHEET
ANSON COUNTY
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
17BP.10.R.56
5/5/2015
WETLAND PERMIT IMPACT SUMMARY
SURFACE WATER IMPACTSWETLAND IMPACTS