HomeMy WebLinkAbout20140290 Ver 1_Application_20140320PAT McCRORY
GOVERNOR
N.C. Division of Water Quality
Wiuston-Salem Regional Office
585 Waughtown St.
Winstou-Salem, NC 27107
Attention: Mr. David Wanucha
f.. 1 .
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n �� •
STATE OP NOR'1'H CAROLINA
DEPARTMENT OF TRANSPORTATIO\'
March 20, 2014
ANOTHONYJ.TATA
SECRETARY
Subject: Notification for tlie replaceme��t of Bridge #26 over Gra,y's Branch Tribntary 2 on SR
ll39 (Underwood Road) iv Cas�vell County. WBS # 17BP.7,R.62
Dear Mr. Wanucha,
Tl�e North Carolina Department of Transportation is scheduled to replace Bridge #26 with a ue��� bridge
at the same location. I have included the Attachments G& L with a project description and a set of the
project plans. A storm�>�ater management plan is also attached. Please review this project for compliance
by your Division.
We plan to begin construction as soon as possible. If fuither information is required, please contact Jerry
Parker at (336) 256-2063. Your early review and consideration ���ill be appreciated.
Sincerely,
� � ���
J.M. Mills, P.E.
Divisiou Engineer, Division 7
Euclosures
ce: David Bailey , US Army Corps of Engineeis (courtesy copy only via einail)
Tim Powers, NCDOT
Barry Harrington, Roadside Bnviromnental Field Operations Engineer, NCDOT
7eremy ��arren, NCDOT
Bobby Norris, Dish•ict 3 Engineer, NCDOT
P. O. Box 14996, GREGNS60R0, NC 27415-4996
PHONE(336)334-3192 Fnx (336)3343637
Pat McCwry
Governor
���
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Tom Reeder John Skvarla, III
Direclor Secretary
Attachment L: Low Impact Bridge Replacement Process
Low impact Bridge Project No,: B-N/A County: Caswell
Bridge No. 160026 over Grav's Branch Tributarv 2 WBS Element Number:
17BP.7. R.62
This project is subject to the Low Impact Bridge Process as agreed to on October 6,
2009. This project meets the documentation requirements and approval procedures
under NEPA, as defined by FHWA, for Low Impact Bridge Replacements. This project
meets the standards of NCDOT's Minimum Criteria Rules.
Date: March 20 2014
Applicant Name: NCDOT
Applicant Address:_ 1584 Yancevville Street
Greensboro NC 27415
Primary Contact for Project:_ Jerrv A. Parker
Phone No.: 336-256-2063
Is this an after-the-fact appfication: Yes X No
River Basin: Jordan Lake Watershed
Stream Classification:16-14-2� WS-ii� HQW: NSW
Regulatory Authorization Options for this Activity
Federal: USACE Nationwide General Permit 3— Maintenance
State: General Water Quality Certification #3687 and/or Buffer Authorization
Local: None
Project Description — The project consists of replacing Bridge #026 over Gray's Branch
Tributary Z on SR 1139 (Underwood Road) and improving roadway approaches. The existing
52' L X 20' W timber deck on timber joists with timber caps, piles and bulkheads is structurally
deficient and will be replaced with a new, single span 85' L X 30' W, box beam bridge at the
same location. An off-site detour will be utilized during construction. The project involves no
wetland impacts (there are no wetlands on the project site) and no stream impacts (temporary
or permanent). The existing bridge and piers/timbers will be removed by crane from high
ground. There are no deck drains on the bridge; instead, stormwater runoff will be captured and
discharged onto a dissipator pad in a non-buffer area at non-erosive velocities (0.8 fps).
Proposed Riparian Buffer impacts include 1,647 square feet in Zone 1 and 909 square feet in
Transporfation Permii�ng Uni(
1650 Maii Service Center, Raleigh, Nodh Carolina 27699-1650
Locatbn: 512 N Salisbury SL, Ralegh, Nodh Carolina
Phone: 919-707-8784 \ PAX: 919�733-0290
IniemeC http:!/podal.ncdenr.orqfvrebMrq
An Equai Opportunity \ AKrmative Mtion Emp!oyer
�11C
NorthCarolina
��itllY'R�`lf
Zone 2 to accommodate the wider span bridge and the necessary fill slopes. A review was
conducted for the presence of threatened and endangered species; there were no suitable
habitats or species observed for James spinymussel within the project boundaries. The Bald
Eagle is protected in every county in North Carolina under the Bald and Goid Eagle Protection
Act; however, no suitable feeding/water source is located within one mile of the project study
area to support Bald Eagle habitat.
Signature: _ `/ � ,/j/J��� �,�
Print Name: J. M. �
Title: _ � , _ — � �F
Bridge 26
Map Location ¦Figure 1USGS Vicinity Map
NC DOT Bridge 26 over Grays Branch
Underwood Road, Elon, NC
Caswell County
Cherry Grove Quadrangle
USGS Topography 2013
March 3, 2014
CASWELLROCKINGHAM
ALAMANCEGUILFORD ORANGE 1 inch = 2,000 feet
Bridge 26
Map Location ¦Figure 2Soil Vicinity Map
NC DOT Bridge 26 over Grays Branch
Underwood Road, Elon, NC
Caswell County
Soil Sheet B-5 East
Caswell County Soil Survey, 2013
March 3, 2014
CASWELLROCKINGHAM
ALAMANCEGUILFORDORANGE 1 inch = 1,000 feet
Attachment G: Low/Minimal Impact Bridge Project Data Sheet
� TIP NO ro/a
Z WBS 17BP.7.R.62
3 County Caswell
4 Bridge Number - 160026
Bridge N160026 over Gray's
5 Descr'�ption Bran[hTriblon5R1139
6 Basin Cape Fear
� Classiflcation WS-II,HQW,NSW
8 Stream SW � 16-]4-2�GraysBranchl
9 TYPe Inland
i0 Size 9'to15' .
Timber Deck on Tlmber Jols[s,
Existing Structure end and interior bents, tlmber
11 Type caps & plles, timher bulkheads
1z Size i@ 177",1 @ 17'1",1 @ 17'9"
13 � SuH, qafing qp,5
14 Type 33" Box Beam
15 Pmposed Stmcture
Size (wldth-out ta ou[) 1 @ &5'-0"
16 Stream USACE Impatts �lF) N/q
1� Non4041mpacts(LF) ry/q
1$ USACEImpacts�AC) ry/p
19 Wetlands � Non 4041mpatts (AC� N/A
Z� CAMN Impa<ts (AC) ry�q
21NCDWqBuffers imoactslSF� 2556
22 Buffer Ap0liwtion Requlred (>40 ft) (Y/N� Yes
23 NCUWqStormWa[erPermi[Pequired PermitftequiredlY/N) ry
ZQ Habltat�y/n� �amesspinymussel-NOEffect
ZS T&E
Species Present James spinymussel-NO Effect
26 BloConclusion Jamessptnymussel-NoEffec[
27 TYPe N(p
28 Moralorlum
Da[es ry(p
Z9 . Native/Hatchery No
30 Tmut Waters Twuc Species Present No
31 TroutCOndl[IOrts�Y/N) No
3Z WflCRevlewer N�p
33 CAMA AECs
No
39 EssenGal Fizh Hahitat �y/n� No�
35 Nav. Opening Np
36 USCG Perml[
No
37 HlstoNC � Prooertles
No
38 Archaeological ' Resources No
39 Trl6al Wnds No
40 q(f) Resources No
41 6(f) (LWCF� Resources No
42 Wild and Scenic River No
43 ForestServlce Lands No
44 NA Nea No
45 fEMA � Buyout No
46 FEMA � Flood Study Yes
4� Maz Ma[s
� USTS No
RelocaFees p
49 Loca[ion �T 3615'S2.7"
50 LONG 79 28" 371'.
51 ProJec[ Comments
Completed by: (��L��'� � � /�/I �-
Lead Ineer � Da[e
3 �D.��
Envi onme�ral OH¢er Date �—
B U TTE
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BRIDGE 26
G
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G R A Y ’S B R A N C H T R I B .2
SR 1139 (UNDERWOOD
RD)
S R 1 1 0 0 (K E R R C H A P EL RD)
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A L A M A N C E C O U N T Y
Bridge 26
Caswell County
North Carolina SHEET 1
0 2,000 4,000
Feet
Express Design - Build Bridge Program
Division 7A
NCDOT
Division of Highways
GUILFORD
STOKES
PERSON
CASWELL
ORANGEFORSYTH
YADKIN
DAVIE
ROCKINGHAM
ALAMANCE
DUR
BRUNSWICK
VICINITY MAP
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BUFFER REPLACEMENT CASWELL COUNTY
WB
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Rev. May 2006
NAMES AND ADDRESSES
PARCEL NO.ADDRESSESNAMES
PROPERTY OWNERS
SHEET 3 OF 8
DIVISION OF HIGHWAYS
NCDOT
PROJECT: 17BP.7.R.62 (160026)
1/15/2014
4
5
CASWELL COUNTY
(UNDERWOOD RD)
ON SR 1139
GRAY’S BRANCH TRIBUTARY 2
& TAMMY SOMERS
GEORGE G. SOMERS, JR
DONNA ZABODYN
JEFFERY ZABODYN and wife,
6
7
TRIANGLE GRADING & PAVING INC
SHERRY S. KYLANDER
DAVID N. KYLANDER and wife,
GR
AY
’S
B
R
AN
C
H
T
R
IB
U
T
AR
Y
2
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
BUFFER IMPACTS PERMIT
SHEET 4 OF 8
PERMIT DRAWING
NSRS 200
7
NAD 83/
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
=ADT
DESIGN DATA
1/
3
0
/
2
0
1
4
R
:
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CAR
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PROJECT LENGTH
LETTING DATE:
DIVISION OF HIGHWAYS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
FOR
SIGNATURE:
SIGNATURE:
P.E.
P.E.
RIGHT OF WAY DATE:
1-888-521-4455 OR 919-878-9560
NC LICENSE NO. F-0112
RALEIGH, NORTH CAROLINA 27609
900 RIDGEFIELD DRIVE, SUITE 350
RUMMEL, KLEPPER & KAHL, LLP
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
RESURFACING
GRADING, DRAINAGE, PAVING, STRUCTURES AND
LOCATION:
TYPE OF WORK:
VICINITY MAP
ENGINEER
DESIGN
ROADWAY
ENGINEER
HYDRAULICS
& CONST.
P.E. ROW, UTIL.,
* TTST =3%DUAL 3%
6
PROFILE (HORIZONTAL)
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
100
100
50 0 50
50 0 50
2010010
2012 STANDARD SPECIFICATIONS
=
=%
MPH
FUNC CLASS =
LOCAL
RURAL
4
-L- STA. 10+00.00
BEGIN PROJECT
-L- STA. 14+30.00
END PROJECT
B
R
I
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G
E
16
0
0
2
6
Bridge No. 160026
BRIDGE NO. 160026
TOTAL LENGTH TIP PROJECT 160026...............
LENGTH STRUCTURE TIP PROJECT 160026.......
LENGTH ROADWAY TIP PROJECT 160026........
SUBREGIONAL TIER
NCDOT CONTACT: Virginia Mabry
PRIORITY PROJECTS OFFICE MANAGER
0.081 mi
0.017 mi
0.064 mi
SR 1139-L-
17BP.7.R.62
17 BP.7.R.62
320
55
DETOUR ROUTE
C
2
0
3
3
1
3
-L- STA. 11+69.53
BEGIN BRIDGE
-L- STA. 12+56.78
END BRIDGE
UNDERWOOD RDTO SR 1137/BOONE RD
CASWELL COUNTY
CONTRACTOR :
GREENSBORO, NORTH CAROLINA 29492
300 S. BENBOW ROAD
THOMPSON ARTHUR
Branch Gray’s
S
R
1
1
3
3
C
h
e
rry
G
r
o
v
e
R
d
SR 1138
Shaw Rd
SR
1137
B
oon
e
R
d
SR
11
3
6
Moo
re R
d
CAMP SPRINGS
SR 1139
Underwood Rd
JUNE 4, 2013
JUNE 4, 2013
J. T. Peacock Jr., P.E.
Michael T. Merritt, P.E.
ON SR 1139 (UNDERWOOD ROAD)
BRIDGE NO. 160026 OVER GRAY’S BRANCH TRIBUTARY 2
2
Tribu
ta
ry
B
ra
n
ch
Gra
y
’s
SR 1100
Kerr Chapel Rd
SR 1103
Pagetown Rd
TO KERR CHAPEL RD
SR1100
2.THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
LIMITS ESTABLISHED BY METHOD II.
1.CLEARING AND GRUBBING ON THIS PROJECT SHALL BE PERFORMED TO THE
NOTES:
SR 11
0
3
Pagetown Rd
V
NOTES: BRIDGE WIDENED 3’ FOR SPREAD.
DESIGN EXCEPTION NEEDED FOR VERTICAL CURVE,VERTICAL SSD, MAXIMUM GRADE.
12
’ S
O
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&
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6
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N
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4
6
"
E
17
6
.
7
6
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N
5
5
0
6
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9
" E
3
6
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.0
8
’
S
5
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2
’2
1
" W
3
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.5
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’
S
3
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6
’
2
1
"
W
6
8
.
0
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S
7
1
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2
’21
" W
3
7
.11’
S
6
0
5
8
’2
1
" W
8
3
.2
6
’
TRIANGLE GRADING & PAVING INC
SHERRY S. KYLANDER
DAVID N. KYLANDER and wife,
DONNA ZABODYN
JEFFERY ZABODYN and wife,
& TAMMY SOMERS
GEORGE G. SOMERS, JR
CYNTHIA C. COLEMAN
TO R/W
4.57’ EIP
EXISTING R/W
EXISTING R/W
UNDERWOOD RD.SR 1139
19’ PAVED
EXISTING R/W
EXISTING R/W
15" RCP
GR
AY
’S
B
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2
POINT DESC. NORTH EAST ELEVATION BL STATION OFFSET
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
1 160026-1 915992.1980 1858898.0080 699.89 5+00.00 0.00
2 160026-2 915354.8720 1859476.5280 644.32 13+60.74 0.00
3 BL-3 915202.2666 1859671.3528 648.38 16+08.22 0.00
.0
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1
.0
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.0
1
.0
2
.0
3
-L- POT STA. 11+58.53
BEGIN APPROACH SLAB
-L- POT STA. 12+67.78
END APPROACH SLAB
-L- POT STA. 11+69.53
BEGIN BRIDGE
-L- POT STA. 12+56.78
END BRIDGE
.0
2
4
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SCALE 1"=50’
ALLOWABLE IMPACTS ZONE 1
* EXCAVATION NOT SHOWN IN PLAN VIEW FOR CLARITY
0
0
0
PROFILE (HORIZONTAL)
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
0
00
50
50 50
10 2010
50
100
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
ALLOWABLE IMPACTS ZONE 2
SHEET 5 OF 8
PERMIT DRAWING
2GI
2GI
15
"
RC
P
-
I
V
FACILITY
EXIST. TRANSPORTATION
FACILITY
EXIST. TRANSPORTATION
(2) ELBOWS
15" CSP w/
5 SY GEO FAB
RIP RAP W/
1 TON CL B
RETAIN
4
5
7
6
F
F
F
F
F
F
F
F
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 (919) 878-9560
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ENGINEER
ROADWAY DESIGN
R/W SHEET NO.
ENGINEER
HYDRAULICS
SHEET NO.PROJECT REFERENCE NO.NAD 83 (NSRS 20
0
7)
13+0012+0011+00
SKETCH SHOWING ROADWAY IN RELATION TO PROPOSED STRUCTURE
4
-L-
160026
10+00
620
630
640
650
620
630
640
650
660
14+00 15+00
RR SPIKE IN BASE OF 18" RED OAK
-L- STA. 12+67.74 120.89’ LT.
BM#1 EL = 639.02’
BRIDGE WIDENED 3’ FOR SPREAD*
VERTICAL SSD, MAXIMUM GRADE
* DESIGN EXCEPTION NEEDED FOR VERTICAL CURVE,
247 CY
APPROX. STRUCTURE EXCAVATION
-L- Sta. 13+75.00 TO Sta. 14+30.00
-L- Sta. 10+00.00 TO Sta. 10+40.56
MILLING LIMITS:
STRUCTURE EXCAVATION
NOTE: BRIDGE WIDENED 3’ FOR SPREAD
13+0012+0011+00
-L-
10+00 14+0015+00
RR SPIKE IN BASE OF 18" RED OAK
-L- STA. 12+67.74 120.89’ LT.
BM#1 EL = 639.02’
VERTICAL SSD, MAXIMUM GRADE
* DESIGN EXCEPTION NEEDED FOR VERTICAL CURVE,
247 CY
APPROX. STRUCTURE EXCAVATION
-L- Sta. 13+75.00 TO Sta. 14+30.00
-L- Sta. 10+00.00 TO Sta. 10+40.56
MILLING LIMITS:
NOTE: BRIDGE WIDENED 3’ FOR SPREAD
-L- PC Sta. 13+21.59
633.1’
NWS
PI = 10+98.00
EL = 646.38’
VC = 195’
PI = 13+38.00
EL = 645.42’
EL = 652.82
-L- STA. 10+00.00
BEGIN GRADE
EL = 650.35
-L- STA. 14+30.00
END GRADE-L- STA. 11+69.53
BEGIN BRIDGE
-L- STA. 12+56.78
END BRIDGE
Elev. = 645.68’
-L- Sta. 12+77.72
Low Point
(-)
6.
5714
%
(-)0.4000%(-)0.4000%
(+)5.3587%
VC = 140’
641.95’
100 YR
BRIDGE HYDRAULIC DATA
100 YEAR FREQUENCY
= 1,400
= 1,000
= 25
= 100 YRS
= 640.4
= 641.95
= 645.7
NORMAL WATER SURFACE ELEV = 633.1 FT
= 500+
STR #160026 Sta. 12+13.16 -L-
= 3,500
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING DISCHARGE
YRS
CFS
FT
CFS
FT
YRS
CFS
FT
V = 20mph
K = 24 *K = 32 *
V = 25mph
-L- 12+77.7 29’ RT
1
5
"
R
C
P
-
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S
5
3
0
2
’2
1
" W
3
0
.5
1
’
GR
AY
’S
B
R
AN
C
H
T
R
IB
U
T
ARY 2
6
3
0
6
3
5
6
3
5
6
3
5
6
3
5
640
64
0
645
6
3
0
6
3
0
6
3
5
6
3
5
635
6
3
5
6
3
5
6
3
5
640
640
64
0
6
4
0640
6
4
0
645
645
6
4
5
6
4
5
64
5
6
4
5
65
0
6
5
0
65
0
6
5
0
65
5
12
’ S
O
IL
&
GR
AV
E
L
C
A
S
S
I
LN
.
6
0
.
0
0
’
6
0
.
0
0
’
1
AXLE
N
4
7
5
5
’
4
6
"
E
17
6
.
7
6
’
N
5
5
0
6
’0
9
" E
3
6
9
.0
8
’
S
5
3
0
2
’2
1
" W
3
0
.5
1
’
S
3
1
0
6
’
2
1
"
W
6
8
.
0
0
’
S
7
1
0
2
’21
" W
3
7
.11’
S
6
0
5
8
’2
1
" W
8
3
.2
6
’
TRIANGLE GRADING & PAVING INC
SHERRY S. KYLANDER
DAVID N. KYLANDER and wife,
DONNA ZABODYN
JEFFERY ZABODYN and wife,
& TAMMY SOMERS
GEORGE G. SOMERS, JR
CYNTHIA C. COLEMAN
TO R/W
4.57’ EIP
EXISTING R/W
EXISTING R/W
UNDERWOOD RD.SR 1139
19’ PAVED
EXISTING R/W
EXISTING R/W
15" RCP
GR
AY
’S
B
R
AN
C
H
T
R
IB
U
T
AR
Y
2
POINT DESC. NORTH EAST ELEVATION BL STATION OFFSET
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
1 160026-1 915992.1980 1858898.0080 699.89 5+00.00 0.00
2 160026-2 915354.8720 1859476.5280 644.32 13+60.74 0.00
3 BL-3 915202.2666 1859671.3528 648.38 16+08.22 0.00
.0
5
.0
4
.0
2
.0
2
.0
5
.0
6
.0
2
.0
4
.0
3
.0
2
.0
1
.0
0
.0
1
.0
2
.0
3
-L- POT STA. 11+58.53
BEGIN APPROACH SLAB
-L- POT STA. 12+67.78
END APPROACH SLAB
-L- POT STA. 11+69.53
BEGIN BRIDGE
-L- POT STA. 12+56.78
END BRIDGE
.0
2
4
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SCALE 1"=50’
ALLOWABLE IMPACTS ZONE 1
* EXCAVATION NOT SHOWN IN PLAN VIEW FOR CLARITY
0
0
0
PROFILE (HORIZONTAL)
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
0
00
50
50 50
10 2010
50
100
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
ALLOWABLE IMPACTS ZONE 2
SHEET 6 OF 8
PERMIT DRAWING
2GI
2GI
15
"
RC
P
-
I
V
FACILITY
EXIST. TRANSPORTATION
FACILITY
EXIST. TRANSPORTATION
(2) ELBOWS
15" CSP w/
5 SY GEO FAB
RIP RAP W/
1 TON CL B
RETAIN
4
5
7
6
F
F
F
F
F
F
F
F
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 (919) 878-9560
8
/
1
7
/
9
9
1/
3
0
/
2
0
1
4
R
:
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H
y
d
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a
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l
i
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_
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v
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o
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n
m
e
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t
a
l
\
D
r
a
w
i
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g
s
\
1
6
0
0
2
6
_
P
E
R
_
p
s
h
_
B
U
F
_
C
O
N
.
d
g
n
e
r
i
g
g
s
ENGINEER
ROADWAY DESIGN
R/W SHEET NO.
ENGINEER
HYDRAULICS
SHEET NO.PROJECT REFERENCE NO.NAD 83 (NSRS 20
0
7)
13+0012+0011+00
SKETCH SHOWING ROADWAY IN RELATION TO PROPOSED STRUCTURE
4
-L-
160026
10+00
620
630
640
650
620
630
640
650
660
14+00 15+00
RR SPIKE IN BASE OF 18" RED OAK
-L- STA. 12+67.74 120.89’ LT.
BM#1 EL = 639.02’
BRIDGE WIDENED 3’ FOR SPREAD*
VERTICAL SSD, MAXIMUM GRADE
* DESIGN EXCEPTION NEEDED FOR VERTICAL CURVE,
247 CY
APPROX. STRUCTURE EXCAVATION
-L- Sta. 13+75.00 TO Sta. 14+30.00
-L- Sta. 10+00.00 TO Sta. 10+40.56
MILLING LIMITS:
STRUCTURE EXCAVATION
NOTE: BRIDGE WIDENED 3’ FOR SPREAD
13+0012+0011+00
-L-
10+00 14+0015+00
RR SPIKE IN BASE OF 18" RED OAK
-L- STA. 12+67.74 120.89’ LT.
BM#1 EL = 639.02’
VERTICAL SSD, MAXIMUM GRADE
* DESIGN EXCEPTION NEEDED FOR VERTICAL CURVE,
247 CY
APPROX. STRUCTURE EXCAVATION
-L- Sta. 13+75.00 TO Sta. 14+30.00
-L- Sta. 10+00.00 TO Sta. 10+40.56
MILLING LIMITS:
NOTE: BRIDGE WIDENED 3’ FOR SPREAD
-L- PC Sta. 13+21.59
633.1’
NWS
PI = 10+98.00
EL = 646.38’
VC = 195’
PI = 13+38.00
EL = 645.42’
EL = 652.82
-L- STA. 10+00.00
BEGIN GRADE
EL = 650.35
-L- STA. 14+30.00
END GRADE-L- STA. 11+69.53
BEGIN BRIDGE
-L- STA. 12+56.78
END BRIDGE
Elev. = 645.68’
-L- Sta. 12+77.72
Low Point
(-)
6.
5714
%
(-)0.4000%(-)0.4000%
(+)5.3587%
VC = 140’
641.95’
100 YR
BRIDGE HYDRAULIC DATA
100 YEAR FREQUENCY
= 1,400
= 1,000
= 25
= 100 YRS
= 640.4
= 641.95
= 645.7
NORMAL WATER SURFACE ELEV = 633.1 FT
= 500+
STR #160026 Sta. 12+13.16 -L-
= 3,500
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING DISCHARGE
YRS
CFS
FT
CFS
FT
YRS
CFS
FT
V = 20mph
K = 24 *K = 32 *
V = 25mph
-L- 12+77.7 29’ RT
1
5
"
R
C
P
-
I
V
S
5
3
0
2
’2
1
" W
3
0
.5
1
’
GR
AY
’S
B
R
AN
C
H
T
R
IB
U
T
ARY 2
GR
AY
’S
B
R
AN
C
H
T
R
IB
U
T
AR
Y
2
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 7 OF 8
PERMIT DRAWING
NSRS 200
7
NAD 83/
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
=ADT
DESIGN DATA
1/
3
0
/
2
0
1
4
R
:
\
H
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d
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a
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P
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R
M
IT
S
_
E
n
v
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n
m
e
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t
a
l\
D
r
a
w
i
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g
s
\
16
0
0
2
6
_
P
E
R
_
t
s
h
_
W
E
T
.
d
g
n
e
r
i
g
g
s
C
O
N
T
R
A
C
T
:
A
R
T
MEN
N
A
S
O
H
D
E
P
T
O
F TRA SPORT
T
IO
N
T
A TEOFN RT
CAR
O
LI
N
A
PROJECT LENGTH
LETTING DATE:
DIVISION OF HIGHWAYS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
FOR
SIGNATURE:
SIGNATURE:
P.E.
P.E.
RIGHT OF WAY DATE:
1-888-521-4455 OR 919-878-9560
NC LICENSE NO. F-0112
RALEIGH, NORTH CAROLINA 27609
900 RIDGEFIELD DRIVE, SUITE 350
RUMMEL, KLEPPER & KAHL, LLP
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
RESURFACING
GRADING, DRAINAGE, PAVING, STRUCTURES AND
LOCATION:
TYPE OF WORK:
VICINITY MAP
ENGINEER
DESIGN
ROADWAY
ENGINEER
HYDRAULICS
& CONST.
P.E. ROW, UTIL.,
* TTST =3%DUAL 3%
6
PROFILE (HORIZONTAL)
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
100
100
50 0 50
50 0 50
2010010
2012 STANDARD SPECIFICATIONS
=
=%
MPH
FUNC CLASS =
LOCAL
RURAL
4
-L- STA. 10+00.00
BEGIN PROJECT
-L- STA. 14+30.00
END PROJECT
B
R
I
D
G
E
16
0
0
2
6
Bridge No. 160026
BRIDGE NO. 160026
TOTAL LENGTH TIP PROJECT 160026...............
LENGTH STRUCTURE TIP PROJECT 160026.......
LENGTH ROADWAY TIP PROJECT 160026........
SUBREGIONAL TIER
NCDOT CONTACT: Virginia Mabry
PRIORITY PROJECTS OFFICE MANAGER
0.081 mi
0.017 mi
0.064 mi
SR 1139-L-
17BP.7.R.62
17 BP.7.R.62
320
55
DETOUR ROUTE
C
2
0
3
3
1
3
-L- STA. 11+69.53
BEGIN BRIDGE
-L- STA. 12+56.78
END BRIDGE
UNDERWOOD RDTO SR 1137/BOONE RD
CASWELL COUNTY
CONTRACTOR :
GREENSBORO, NORTH CAROLINA 29492
300 S. BENBOW ROAD
THOMPSON ARTHUR
Branch Gray’s
S
R
1
1
3
3
C
h
e
rry
G
r
o
v
e
R
d
SR 1138
Shaw Rd
SR
1137
B
oon
e
R
d
SR
11
3
6
Moo
re R
d
CAMP SPRINGS
SR 1139
Underwood Rd
JUNE 4, 2013
JUNE 4, 2013
J. T. Peacock Jr., P.E.
Michael T. Merritt, P.E.
ON SR 1139 (UNDERWOOD ROAD)
BRIDGE NO. 160026 OVER GRAY’S BRANCH TRIBUTARY 2
2
Tribu
ta
ry
B
ra
n
ch
Gra
y
’s
SR 1100
Kerr Chapel Rd
SR 1103
Pagetown Rd
TO KERR CHAPEL RD
SR1100
2.THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
LIMITS ESTABLISHED BY METHOD II.
1.CLEARING AND GRUBBING ON THIS PROJECT SHALL BE PERFORMED TO THE
NOTES:
SR 11
0
3
Pagetown Rd
V
NOTES: BRIDGE WIDENED 3’ FOR SPREAD.
DESIGN EXCEPTION NEEDED FOR VERTICAL CURVE,VERTICAL SSD, MAXIMUM GRADE.
12
’ S
O
IL
&
GR
AV
E
L
C
A
S
S
I
LN
.
6
0
.
0
0
’
6
0
.
0
0
’
1
AXLE
N
4
7
5
5
’
4
6
"
E
17
6
.
7
6
’
N
5
5
0
6
’0
9
" E
3
6
9
.0
8
’
S
5
3
0
2
’2
1
" W
3
0
.5
1
’
S
3
1
0
6
’
2
1
"
W
6
8
.
0
0
’
S
7
1
0
2
’21
" W
3
7
.11’
S
6
0
5
8
’2
1
" W
8
3
.2
6
’
TRIANGLE GRADING & PAVING INC
SHERRY S. KYLANDER
DAVID N. KYLANDER and wife,
DONNA ZABODYN
JEFFERY ZABODYN and wife,
& TAMMY SOMERS
GEORGE G. SOMERS, JR
CYNTHIA C. COLEMAN
TO R/W
4.57’ EIP
EXISTING R/W
EXISTING R/W
UNDERWOOD RD.SR 1139
19’ PAVED
EXISTING R/W
EXISTING R/W
15" RCP
GR
AY
’S
B
R
AN
C
H
T
R
IB
U
T
AR
Y
2
POINT DESC. NORTH EAST ELEVATION BL STATION OFFSET
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
1 160026-1 915992.1980 1858898.0080 699.89 5+00.00 0.00
2 160026-2 915354.8720 1859476.5280 644.32 13+60.74 0.00
3 BL-3 915202.2666 1859671.3528 648.38 16+08.22 0.00
.0
5
.0
4
.0
2
.0
2
.0
5
.0
6
.0
2
.0
4
.0
3
.0
2
.0
1
.0
0
.0
1
.0
2
.0
3
-L- POT STA. 11+58.53
BEGIN APPROACH SLAB
-L- POT STA. 12+67.78
END APPROACH SLAB
-L- POT STA. 11+69.53
BEGIN BRIDGE
-L- POT STA. 12+56.78
END BRIDGE
4
0
0
0
PROFILE (HORIZONTAL)
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
0
00
50
50 50
10 2010
50
100
NO WETLAND OR SURFACE WATER IMPACTS
SHEET 8 OF 8
PERMIT DRAWING
2GI
2GI
15
"
RC
P
-
I
V
FACILITY
EXIST. TRANSPORTATION
FACILITY
EXIST. TRANSPORTATION
(2) ELBOWS
15" CSP w/
5 SY GEO FAB
RIP RAP W/
1 TON CL B
RETAIN
4
5
7
6
F
F
F
F
F
F
F
F
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 (919) 878-9560
8
/
1
7
/
9
9
1/
3
0
/
2
0
1
4
R
:
\
H
y
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s
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M
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S
_
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n
v
i
o
r
n
m
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t
a
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\
D
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a
w
i
n
g
s
\
1
6
0
0
2
6
_
P
E
R
_
p
s
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_
W
E
T
.
d
g
n
e
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i
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g
s
ENGINEER
ROADWAY DESIGN
R/W SHEET NO.
ENGINEER
HYDRAULICS
SHEET NO.PROJECT REFERENCE NO.NAD 83 (NSRS 20
0
7)
13+0012+0011+00
SKETCH SHOWING ROADWAY IN RELATION TO PROPOSED STRUCTURE
4
-L-
160026
10+00
620
630
640
650
620
630
640
650
660
14+00 15+00
RR SPIKE IN BASE OF 18" RED OAK
-L- STA. 12+67.74 120.89’ LT.
BM#1 EL = 639.02’
BRIDGE WIDENED 3’ FOR SPREAD*
VERTICAL SSD, MAXIMUM GRADE
* DESIGN EXCEPTION NEEDED FOR VERTICAL CURVE,
247 CY
APPROX. STRUCTURE EXCAVATION
-L- Sta. 13+75.00 TO Sta. 14+30.00
-L- Sta. 10+00.00 TO Sta. 10+40.56
MILLING LIMITS:
STRUCTURE EXCAVATION
NOTE: BRIDGE WIDENED 3’ FOR SPREAD
13+0012+0011+00
-L-
10+00 14+0015+00
RR SPIKE IN BASE OF 18" RED OAK
-L- STA. 12+67.74 120.89’ LT.
BM#1 EL = 639.02’
VERTICAL SSD, MAXIMUM GRADE
* DESIGN EXCEPTION NEEDED FOR VERTICAL CURVE,
247 CY
APPROX. STRUCTURE EXCAVATION
-L- Sta. 13+75.00 TO Sta. 14+30.00
-L- Sta. 10+00.00 TO Sta. 10+40.56
MILLING LIMITS:
NOTE: BRIDGE WIDENED 3’ FOR SPREAD
-L- PC Sta. 13+21.59
633.1’
NWS
PI = 10+98.00
EL = 646.38’
VC = 195’
PI = 13+38.00
EL = 645.42’
EL = 652.82
-L- STA. 10+00.00
BEGIN GRADE
EL = 650.35
-L- STA. 14+30.00
END GRADE-L- STA. 11+69.53
BEGIN BRIDGE
-L- STA. 12+56.78
END BRIDGE
Elev. = 645.68’
-L- Sta. 12+77.72
Low Point
(-)
6.
5714
%
(-)0.4000%(-)0.4000%
(+)5.3587%
VC = 140’
641.95’
100 YR
BRIDGE HYDRAULIC DATA
100 YEAR FREQUENCY
= 1,400
= 1,000
= 25
= 100 YRS
= 640.4
= 641.95
= 645.7
NORMAL WATER SURFACE ELEV = 633.1 FT
= 500+
STR #160026 Sta. 12+13.16 -L-
= 3,500
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING DISCHARGE
YRS
CFS
FT
CFS
FT
YRS
CFS
FT
V = 20mph
K = 24 *K = 32 *
V = 25mph
-L- 12+77.7 29’ RT
Page 1
160026 – Gray’s Branch Tributary 2
Permit Narrative
WETLAND IMPACTS
There are no wetlands on the project.
SURFACE WATER IMPACTS
There are no Surface Water Impacts. The existing bridge will be removed from
high ground. The existing piers are timber and will be removed by crane.
BUFFER IMPACTS
There will be Allowable Buffer Impacts to account for the installation of the
Erosion Control measures and fill slope from the bridge.