20150043 Ver 1_Application_20150113 (3)

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NCDOT
Division of Highways
41, ���m� � °, ABM
Express Design - Build Bridge Program
Division 7A
s VICINITY MAP
\, a� Bridge 125
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721 �i
oA,i ?�11,/ a..iq r Alamance County
7 FZ,8,tDO
North Carolina SHEET 1
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Rev. May 2006
BUFFER IMPACTS SUMMARY
BUFFER
REPLACEMENT
STATION
NIC . TRANSPORTATION
..
ALAMANCE COUNTY
...
SWEET 2 of 12 ,.
Rev. May 2006

WETLANDS IN BUFFER IMPACTS SUMMARY
WETLANDS IN
BUFFERS
ZONE 1 1 ZONE 2
SITE NO. STATION (FROM /TO) (ft Z) (ft)
1 11 +62 to 12 +09 Left 491 69
TOTAL: 491 69
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
ALAMANCE COUNTY
WBS - 17BP.7.R.62 (000125)
SHEET 3 of 12 12/11/2014
Rev.Jan 2009

WETLAND PERMIT IMPACT 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
11 +17 to 12 +07
Roadway Fill
0.01
0.01
1
12 +02 to 12 +87
Bridge
<0.01
<0.01
<0.01
<0.01
18
37
TOTALS:
1 0.01
1
1 <0.01
1 0.01
1
1 <0.01
1
1 18
1 37
Notes:
Permanent Fill in Wetlands= 558 sf (0.01 acres) total with 27 sf inside the buffer zones and 531 sf outside the buffer zones.
Temporary Surface Water Impacts for removal of interior bent along edge of water and for construction access to remove existing abutment.
Permanent Surface Water Impacts for removal of existing abutment and installation of Class II Rip Rap Bank Stabilization.
Clearing and grubbing on this project shall be performed to the limits established by Method II, with clearing extending 5' beyond the toe of slope.

PROPERTY
NAMES AND
PARCEL NO. NAMES
LINDA ]BRAXTON LIVING TRUST
LI: 1� 1I �Ifil' 6� 7411.'�M79>EiHfi►Lll'�II111C11
MICHAEL WAYNE THOMPS ®N
OWNERS
ADDRESSES
ADDRESSES
1 09 ALYSSA DRIVE, GI]BS®NVILLE, NC 29249
4595 P ]BASS MOUNTAIN ROAD, SNOW CAMP, NC 29349
4598 E ]BASS MOUNTAIN ROAD, SNOW CAMP, NC 29349

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VICINITY MAP
1.CLEARING AND GRUBBING ON THIS PROJECT SHALL BE PERFORMED TO THE
LIMITS ESTABLISHED BY METHOD II, WITH CLEARING EXTENDING 5' BEYOND
THE TOE OF SLOPE.
2. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
GRAPHIC SCALES
50 0 50 100
PLANS
50 0 50 100
PROFILE (HORIZONTAL)
10 0 10 20
PROFILE (VERTICAL)
DESIGN DATA
ADT = 870
T = 6%*
* *V = 55 MPH
* TTST =3% DUAL 3%
FUNC CLASS = RURAL
LOCAL
SUBREGIONAL TIER
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
ALAMANCE COUNTY
LOCATION.-BRIDGE NO. 000125 OVER VARNALS CREEK
ON SR 2327 (BASS MOUNTAIN ROAD)
WORK: GRADING, DRAINAGE, PAVING, STRUCTURES AND
RESURFACING
B UFFER IMPACTS PERMIT
BEGIN PROJECT
—L— S TA. 10 + 00.00
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT 000125........0.080 mi
LENGTH STRUCTURE TIP PROJECT 000125.......0.016 mi
TOTAL LENGTH TIP PROJECT 000125 ............... 0.096 mi
SR 2327
BASS MOUNTAIN RD
BEGIN BRIDGE
TO KEYSTONE RD
—L— S TA. 15 + 05.00
CONTRACTOR :
ENGINEER
P.E.
SIGNATURE:
ROADWAY
DESIGN
ENGINEER
SIGNATURE:
P.F.
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEHELD DRIVE, SUITE III
a
�W
RALEIGH, NORTH CAROLINA 27609
NC LICENSE NO. F -0112
1- 888 -521 -4455 OR 919- 878 -9560
17BP.7.R.62
FOR
DIVISION
OF HIGHWAYS
2012 STANDARD SPECIFICATIONS
B. Keith Skinner, P.E.
RIGHT OF WAY DATE:
PROJECT ENGINEER
JUNE 4, 2013
Michael T. Merritt, P.E.
LETTING DATE.
PROJECT DESIGN ENGINEER
JUNE 4, 2013
NCDOT CONTACT. Virginia Mabry
PRIORITY PROJECTS OFFICE AIANAGER
TO KEYSTONE RD
—L— S TA. 15 + 05.00
CONTRACTOR :
ENGINEER
P.E.
SIGNATURE:
ROADWAY
DESIGN
ENGINEER
SIGNATURE:
P.F.
17BP.7.R.62
I
17 BP.7.R.62
P.E. ROW, UTIL.,
& CONST.
TO KEYSTONE RD
—L— S TA. 15 + 05.00
CONTRACTOR :
ENGINEER
P.E.
SIGNATURE:
ROADWAY
DESIGN
ENGINEER
SIGNATURE:
P.F.

G
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DETAIL A
TOE PROTECTION
I Nora scale)
Natural
G.o nd bb y
b = 0.5 H.
6= 2.5 H. Geotextile
Type of liner= Class R Rip —Rap
FROM STA. 11 +84 TO STA. 11 +96 RT.
DETAIL B
BANK STABILIZATION
(Not io Svale)
—2
GEOTEXTILE
Type of Liner= 10 TONS,CL II RipJEep
Gealexlile= 26 s
FROM STA. 12 +19 TO STA. 12 +28 LT.
1 570
1 550
DIV7A - BRIDGE 000125 - ALAMANCE COUN
NOTE
PROJECT REFERENCE NO.
SHEET NO.
DUKE PROGRESS ENERGY WILL
000125
4
ACQUIRE ANY REQUIRED
RAN SHEET NO.
EASEMENTS FOR UTILITY
ROADWAY DESIGN
HYDRAULICS
RFI n%

a
N
N
i�
0
ro
T
E
0
0 6
�i
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DETAIL A
TOE PROTECTION
I Nora scale)
Natural
G.o nd bb y
b = 0.5 H.
6= 2.5 H. Geotextile
Type of liner= Class R Rip —Rap
FROM STA. 11 +84 TO STA. 11 +96 RT.
DETAIL B
BANK STABILIZATION
(Not io Svale)
—2
GEOTEXTILE
Type of Liner= 10 TONS,CL II RipJEep
Gealexlile= 26 s
FROM STA. 12 +19 TO STA. 12 +28 LT.
1 570
1 550
DIV7A - BRIDGE 000125 - ALAMANCE COUN
NOTE
PROJECT REFERENCE NO.
SHEET NO.
DUKE PROGRESS ENERGY WILL
000125
4
ACQUIRE ANY REQUIRED
RAN SHEET NO.
EASEMENTS FOR UTILITY
ROADWAY DESIGN
HYDRAULICS
RFI n%

E
t
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0
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P
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ti
M
O
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VICINITY MAP
1.CLEARING AND GRUBBING ON THIS PROJECT SHALL BE PERFORMED TO THE
LIMITS ESTABLISHED BY METHOD II, WITH CLEARING EXTENDING 5' BEYOND
THE TOE OF SLOPE.
2. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
GRAPHIC SCALES
50 0 50 100
PLANS
50 0 50 100
PROFILE (HORIZONTAL)
10 0 10 20
PROFILE (VERTICAL)
DESIGN DATA
ADT = 870
T = 6%*
* *V = 55 MPH
* TTST =3% DUAL 3%
FUNC CLASS = RURAL
LOCAL
SUBREGIONAL TIER
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
ALAMANCE COUNTY
LOCATION.-BRIDGE NO. 000125 OVER VARNALS CREEK
ON SR 2327 (BASS MOUNTAIN ROAD)
WORK: GRADING, DRAINAGE, PAVING, STRUCTURES AND
RESURFACING
WETLAND
BEGIN PROJECT
—L— S TA. 10 + 00.00
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT 000125........0.080 mi
LENGTH STRUCTURE TIP PROJECT 000125.......0.016 mi
TOTAL LENGTH TIP PROJECT 000125 ............... 0.096 mi
BEGIN BRIDGE
STREAM IMPACTS PERMIT
SR 2327
BASS MOUNTAIN RD
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEHELD DRIVE, SUITE III
a
�W
RALEIGH, NORTH CAROLINA 27609
NC LICENSE NO. F -0112
1- 888 -521 -4455 OR 919- 878 -9560
17BP.7.R.62
FOR
I
OF HIGHWAYS
2012 STANDARD SPECIFICATIONS
17 BP.7.R.62
P.E. ROW, UTIL.,
PROJECT ENGINEER
JUNE 4, 2013
& CONST.
LETTING DATE.
PROJECT DESIGN ENGINEER
JUNE 4, 2013
NCDOT CONTACT. Virginia Mabry
PRIORITY PROJECTS OFFICE AIANAGER
STREAM IMPACTS PERMIT
SR 2327
BASS MOUNTAIN RD
TO KEYSTONE RD
—L— S TA. 15 + 05.00
CONTRACTOR :
ENGINEER
P.E.
SIGNATURE:
ROADWAY
DESIGN
ENGINEER
SIGNATURE:
P.F.
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEHELD DRIVE, SUITE III
a
�W
RALEIGH, NORTH CAROLINA 27609
NC LICENSE NO. F -0112
1- 888 -521 -4455 OR 919- 878 -9560
FOR
DIVISION
OF HIGHWAYS
2012 STANDARD SPECIFICATIONS
B. Keith Skinner, P.E.
RIGHT OF WAY DATE:
PROJECT ENGINEER
JUNE 4, 2013
Michael T. Merritt, P.E.
LETTING DATE.
PROJECT DESIGN ENGINEER
JUNE 4, 2013
NCDOT CONTACT. Virginia Mabry
PRIORITY PROJECTS OFFICE AIANAGER
TO KEYSTONE RD
—L— S TA. 15 + 05.00
CONTRACTOR :
ENGINEER
P.E.
SIGNATURE:
ROADWAY
DESIGN
ENGINEER
SIGNATURE:
P.F.

DETAIL A
TOE PROTECTION
I Not ro seol�)
`Fwr°
N°luml .L\ °` \S \off
G ound b F
d= 0.5 Ft.
6= 2.5 Ft. Gooro.lilo
Type of Liner= Class R Ripa2°p
FROM STA. 11 +84 TO STA. 11 +96 RT.
DETAIL B
BANK STABILIZATION
( Norco IL Z
—2.
GEOTEXTILE
Type of Liner= 10 TONS
,CL I Rip -Rop
Geole ile- 2a s
FROM STA. 12 +19 TO STA. 12 +28 LT.
//. .11 SUIRJF FIY,'E:I.`.i I`�PlAIIER f':i RI•J
�y�� 1)1111)11', 1'II 11U I.V
�l I) lA. IF, IN )I'd AU WWII „It
bENOTEL APING 12Eb
CLEARING
1 570
1 550
DIV7A - BRIDGE 000125 - ALAMANCE COUN
NOTE. PROJECT REFERENCE NO. SHEET NO.
DUKE PROGRESS ENERGY WILL 000125 4
ACQUIRE ANY REQUIRED RAN SHEET NO.
FACFAIFNTC FnR -, , ITY ..........._, .. ..._.. .._,_.......__
BM °l ELEVATION = 558.18
N 807516 E 1877287
R/R SPIKE IN l5" SWEET GUM
Pl = 10 +60.00
EL = 582.64' i Pl = 1I +92.00
VC = 100' EL = 563.30'
K 125
V 55mph K = 115
V = 55mDh
- S1a.10 +0Op0 to SIa. IO +g0.00
-L-
IIRFAC L WATER SHOWN FOR CLARITY
SCALE
I"=50'
10 +00 11+00 12+00 13 +00 14 +00 15 +00
rG
S
570 1
550
540
PLANS PREPARED BY
R;fl5il;llfc
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609 -3960
NC LICENSE NO. F -0112 • (919) 878 -9560
BRIDGE HYDRAULIC DATA
STR '000125 S1a.12 +52.82 -L-
�:
DESIGN FREQUENCY = 25 YRS
DESIGN DISCHARGE - /'/00 CFS
1
1
1
DESIGN HW ELEVATION = 559.9 FT
100 YEAR DISCHARGE = 1,600 CFS
_
100 YEAR FREQUENCY = 100 YRS
Pl = 14 +30.00
1
1
1 _
100 YEAR HW ELEVATION = 559.97 FT
EL = 562
GRADE
J
J
OVERTOPPING FREQUENCY= 500+ YRS
St9.15f0
VC = 120'
) -L
.0�l
J _
OVERTOPPING DISCHARGE = 2.250 CFS
K = 632
j EL
- 561.88
)
-
OVERTOPPING ELEVATION = FT
NORL7AL WATER SURFACE ELEV EV = 5562 FT
/ > 70mph l
'..
DATE OF SURVEY = JAN 2014
10 +00 11+00 12+00 13 +00 14 +00 15 +00
rG
S
570 1
550
540
PLANS PREPARED BY
R;fl5il;llfc
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609 -3960
NC LICENSE NO. F -0112 • (919) 878 -9560

DETAIL A
TOE PROTECTION
I Not ro seol�)
`Fwr°
N°luml .L\ °` \S \off
G ound b F
d= 0.5 Ft.
6= 2.5 Ft. Gooro.lilo
Type of Liner= Class R Ripa2°p
FROM STA. 11 +84 TO STA. 11 +96 RT.
DETAIL B
BANK STABILIZATION
( Norco IL Z
—2.
GEOTEXTILE
Type of Liner= 10 TONS
,CL I Rip -Rop
Geole ile- 2a s
FROM STA. 12 +19 TO STA. 12 +28 LT.
//. .11 SUIRJF FIY,'E:I.`.i I`�PlAIIER f':i RI•J
�y�� 1)1111)11', 1'II 11U I.V
�l I) lA. IF, IN )I'd AU WWII „It
bENOTEL APING 12Eb
CLEARING
1 570
1 550
DIV7A - BRIDGE 000125 - ALAMANCE COUN
NOTE. PROJECT REFERENCE NO. SHEET NO.
DUKE PROGRESS ENERGY WILL 000125 4
ACQUIRE ANY REQUIRED RAN SHEET NO.
FACFAIFNTC FnR -, , ITY ..........._, .. ..._.. .._,_.......__
BM °l ELEVATION = 558.18
N 807516 E 1877287
R/R SPIKE IN l5" SWEET GUM
Pl = 10 +60.00
EL = 582.64' i Pl = 1I +92.00
VC = 100' EL = 563.30'
K 125
V 55mph K = 115
V = 55mDh
- S1a.10 +0Op0 to SIa. IO +g0.00
-L-
IIRFAC L WATER SHOWN FOR CLARITY
SCALE
I"=50'
10 +00 11+00 12+00 13 +00 14 +00 15 +00
rG
S
570 1
550
540
PLANS PREPARED BY
R;fl5il;llfc
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609 -3960
NC LICENSE NO. F -0112 • (919) 878 -9560
BRIDGE HYDRAULIC DATA
STR '000125 S1a.12 +52.82 -L-
�:
DESIGN FREQUENCY = 25 YRS
DESIGN DISCHARGE - /'/00 CFS
1
1
1
DESIGN HW ELEVATION = 559.9 FT
100 YEAR DISCHARGE = 1,600 CFS
_
100 YEAR FREQUENCY = 100 YRS
Pl = 14 +30.00
1
1
1 _
100 YEAR HW ELEVATION = 559.97 FT
EL = 562
GRADE
J
J
OVERTOPPING FREQUENCY= 500+ YRS
St9.15f0
VC = 120'
) -L
.0�l
J _
OVERTOPPING DISCHARGE = 2.250 CFS
K = 632
j EL
- 561.88
)
-
OVERTOPPING ELEVATION = FT
NORL7AL WATER SURFACE ELEV EV = 5562 FT
/ > 70mph l
'..
DATE OF SURVEY = JAN 2014
10 +00 11+00 12+00 13 +00 14 +00 15 +00
rG
S
570 1
550
540
PLANS PREPARED BY
R;fl5il;llfc
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609 -3960
NC LICENSE NO. F -0112 • (919) 878 -9560

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