HomeMy WebLinkAbout20211027 Ver 1_17BP13R172_Permit Drawings_20211210(Version 2.08; Released April 2018)48076.1.1TIP No.:17BP.13.R.172County(ies):Madison Page 1 of 2TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future: Year: Existing: Year:Aquatic T&E Species?NoComments:No N/AN/AWetlands within Project Limits?Trout Waters (Tr) NoneSupplemental Classification: Rural, ForestBig Pine Creek6-1080.170.08Project DescriptionProposed ProjectFrench BroadRiver Basin(s): City/Town:0.23Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)Nomkcalloway@ncdot.govAsheville, NC 28803Address:2/25/2021MadisonMarshallMike CallowayBridge Maintenance, 20 Old 74WBS Element:Bridge ReplacementWBS Element:Joshua G. Dalton, PENCDOT Contact:(828) 298-1128905 Jones Franklin RoadRaleigh, NC 27606Contractor / Designer:(919) 859-2243Sungate Design Group, P.A.North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:NCDOT Division 13Address:General Project Information17BP.13.R.17248076.1.1Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)The North Carolina Department of Transportation (NCDOT) has proposed remove and replace the existing 1@30'-8" timber deck on steel I-beams on vertical concrete abutment bridge along Big Pine Road (SR 1151) near Marshall, NC. There is one proposed major structure involved with the project The proposed structure, along Big Pine Creek, is a 1@20'x7' Reinforced Concrete Three Sided Culvert. The proposed culvert will be constructed upon footings and constructed at a 0.00% slope. The proposed culvert replaces an existing 1@30'-8" timber deck on steel I-beams on vertical concrete abutment bridge. This structure has been designed to have as little environmental and surface water impacts as possible. Velocities at jurisdictional features are non-erosive.N/ABuffer Rules in Effect:None510Big Pine Road (SR 1151): 2 paved lanes (total 20') with 4' open grassed shoulder on each side. In sections with guardrail, 4' paved shoulder with 3' grassed shoulder behind guardrail.Waterbody Information2017NCDWR Stream Index No.:NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Class CNCDWR Surface Water Classification for Water Bodyac.Big Pine Road (SR 1151): Open shoulder section, 2 paved lanes (total 18'), Open grassed shoulder on each side. Varying fill and cut slopes.jdalton@sungatedesign.comProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/ADeck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative)
(Version 2.08; Released April 2018)48076.1.1TIP No.:17BP.13.R.1County(ies):Madison Page 2 of 2Sheet No.:4Station:12+39 (-L-)Sq. MilesBarrel Height (ft):Culvert Length (ft)%%Evaluate/Describe Roadway Geometric Constraints:No significant raise in roadway, proposed opening similar to existing. Proposed Culvert 2-yr Outlet Velocity (ft/s):8.9Natural Stream Channel 10-yr Velocity (ft/s):9.8Proposed Culvert 10-yr Outlet Velocity (ft/s):12Roadway Geometric ConsiderationsBank Stabilization:No proposed bank stabilization on either upstream or downstream end of pipe.Natural Stream Channel 2-yr Velocity (ft/s):5.6Outlet VelocitiesBends at Inlet/Outlet?(describe culvert alignment with stream)No Stream bed is straight througout project, road curves over stream.Stream Realignment Necessary? (provide justification)No Existing stream bed alignment retainedCulvert/Stream AlignmentStream Patterns Upstream and Downstream of the Culvert that Could Affect Fish Passage and Bank Stability:NWSE appears to be too shallow at bridge to convey fish. Bed Forms Impacted by Culvert (riffles, pools, glides, etc.):N/ALow Flow Floodplain Bench Required? (provide justification)No10' base, vertical left wall, 2.5:2 right slope, bench at bed elev + 2.5'Proposed Sills/Baffles:N/AExisting Low Flow Velocities in the Stream (ft/s):2.3 ft/s(ADF = 6 CFS, slope = 5.3%, n=0.05)Proposed Low Flow Velocities Through the Culvert (ft/s):2.3 ft/s (ADF = 6 CFS, slope = 5.3%, n=0.05)Alternating Low Flow Sills/Baffles:N/ACulvert BurialProposed Culvert Burial Depth (ft):N/AExisting Streambed Material:Sand, silt, bedrock, boulders, cobblesProposed Low Flow Dimensions Through the Culvert:Avoidance and Minimization Efforts:(Bridge to Culvert)No side slopes at culvert location, natural streambed used as bottom of culvert. Retained existing drainage patterns to extent possible. Stream SlopeFish and/or Aquatic Life PassageExisting Average Stream Slope (%):5.30Existing Low Flow Channel Dimensions in the Stream:12.5' base, 2:1 left slope, 2.5:1 right slope, bench at bed elev + 2.5'Proposed Culvert Slope (%):5.30Surface Water Body:(1)Big Pine Creek48.6Culvert Type:3 sided reinforced concrete culvert7Proposed Structure SummarySheet No. & StationDrainage Area (ac or sq mi):6Number of Barrels:1Barrel Width/Diameter (ft):20North Carolina Department of TransportationHighway Stormwater ProgramSTORMWATER MANAGEMENT PLANFOR NCDOT PROJECTSWBS Element:Bridge to Culvert Avoidance and Minimization
WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 1 OF 6
PERMIT DRAWING
25 50 10050
25 50 10050
5 10 2010
V
=
=
ADT
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0
0
0
PROFILE (HORIZONTAL)
PROJECT LENGTH
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
GRAPHIC SCALES PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
See Sheet 1-A For Index of Sheets
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$CONTRACT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NAPrepared in the Office of:
KCI
http://www.kci.com
Plans Prepared For:
RIGHT OF WAY DATE:
LETTING DATE:
NCDOT CONTACT:
KCI Associates of N.C., P.A.
4505 Falls of Neuse Road, Suite 400
Raleigh, NC 27609
Phone (919) 783-9214
Fax (919) 783-9266
VICINITY MAP
2017 510
25
SITE
PROJECT
See Sheet 1-B For Conventional Symbols
SUB - REGIONAL TIER
-L- STA. 12+25.45
BEGIN CULVERT
-L- STA. 12+50.35
END CULVERT 4
MADISON COUNTY
MPH TO SOUTH FORK RDREPLACE BRIDGE NO. 145 OVER BIG PINE
CREEK ON SR 1151 (BIG PINE ROAD)
TO SU
G
A
R
C
A
M
P
R
D.
COLLECTOR
FUNC CLASS = MINOR
17BP.13.R.172
17BP.13.R.172SR 1158SR 1156STATE PROJECT:-L- STA. 14+75.77
END STATE PROJECT 17BP.13.R.172
17BP.13.PE.172
-L- STA. 10+50.00
BEGIN STATE PROJECT 17BP.13.R.172
LENGTH OF ROADWAY PROJECT 17BP.13.R.172 = .076 MILES
LENGTH OF STRUCTURE PROJECT 17BP.13.R.172 = .005 MILES
TOTAL LENGTH OF PROJECT 17BP.13.R.172 = .081 MILES
RONALD D. ALLEN, P.E.
DIVISION 13
MIKE CALLOWAY
2018 STANDARD SPECIFICATIONS
KCI ROADWAY PROJECT MANAGER
NCDOT DIVISION 13
55 Orange Street
Asheville, NC 28801
KCI ROADWAY PRACTICE LEAD
DEWAYNE L. SYKES, P.E.SR 1151B
IG PIN
E
R
D.
BIG PINE CREEK
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES.-L-GRADING, PAVING, DRAINAGE AND CULVERT
R/W PLANS
JUNE 2, 2021
17BP.13.ROW.172
17BP.13.R.172
P.E.
R/W
CONST.
MARCH 5, 2021Big Pine RdPuncheon
Ca
mp
Rd142
1157
.98
.23
1.60
1.001.741.10
.50.7 42.341.37
.44
.77
.86.3 41.00
.28 .50.20.20.89 1.28.0
9
NAD83NA2011
0 50'25'50'
SCALE: 1"=100'
100'
SHEET 2 OF 6
PERMIT DRAWING
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Fax (919) 783-9266
KC I
Engineers Planners Scientists Construction Managers
Phone (919) 783-9214http://www.kci.com
4505 Falls of Neuse Road, Suite 400
Raleigh, NC 27609
4
BIG B
IG PIN
E
R
D.
PINE CREEK
17BP.13.R.172
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
18'
B
STNAD83 / NA2011S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLYDE MASSEY
CLYDE MASSEY
KAREN MASSEY LEWIS
SHED
BARNWD & BLK GR
GR GR
1 S FD
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1
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SEE DETAIL 3
17 SY GEOTEXTILE
9 TONS CL I RIPRAP
RIPRAP AT EMBANKMENT
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 12+38 -L- TO STA. 12+47 -L- RT
DETAIL 3
Grade
Ditch 1.5
GEOTEXTILE
Geotextile= 17 SY
Type of Liner= 9 TONS,CL I RIPRAP
10'min.
1.0'min.
SEE DETAIL 2
EST. 158 SY GEOTEXTILE
EST. 87 TONS CL I RIPRAP
LATERAL 2' BASE DITCH
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
FROM STA. 11+50 -L- TO STA. 12+38 -L- RT
DETAIL 2
b=3 Ft.
B=2 Ft.
Max. d=1.5 Ft.
Min. D=1.5 Ft.
*When B is < 6.0'
Type of Liner= CL I RIPRAP
Ground
Natural
Slope
Fill
GEOTEXTILE
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 12+33 -L- TO STA. 12+50 -L- LT
DETAIL 4
Grade
Ditch 1.5
GEOTEXTILE
Geotextile= 27 SY
Type of Liner= 14 TONS,CL I RIPRAP
10'min.
1.0'min.
SEE DETAIL 5
SPEC. LATERAL 'V' DITCH
SEE DETAIL 4
27 SY GEOTEXTILE
14 TONS CL I RIPRAP
RIPRAP AT EMBANKMENT
TB 2GI
EST. 5 SY
EST. 1 TON
CL B RIPRAP
w/ ELBOWS
15"
d 2:1B
D
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM STA. 10+75 -L- TO STA. 11+50 -L- RT
Slope
Fill
DETAIL 1
B=2 Ft.
Max. d=1.5 Ft.
Min. D=1.5 Ft.
Type of Liner= PSRM
Ground
Natural
SEE DETAIL 1
2' BASE DITCH w/ PSRM
SPECIAL LATERAL
SEE DETAIL 6
'V' DITCH w/ PSRM
SPEC. LATERAL
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:1D
FROM STA. 12+50 -L- TO STA. 13+75 -L- LT
Min. D=1.5 Ft.
DETAIL 5
Ground
Natural
Flatter1.5:1 or
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d 2:
1
FROM STA. 13+75 -L- TO STA. 14+50 -L- LT
Max. d=1.0 Ft.
Min. D=1.0 Ft.
DETAIL 6
Type of Liner= PSRM
Ground
Natural Flatter1.5:1 or
Slope
Fill
DDDIKE
IMPERVIOUS
DIKE
IMPERVIOUS
SEE SHEET 4 OF 6
ENLARGEMENT VIEW
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SCALE: 1"=100'
100'
SHEET 3 OF 6
PERMIT DRAWING
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Fax (919) 783-9266
KC I
Engineers Planners Scientists Construction Managers
Phone (919) 783-9214http://www.kci.com
4505 Falls of Neuse Road, Suite 400
Raleigh, NC 27609
4
BIG B
IG PIN
E
R
D.
PINE CREEK
17BP.13.R.172
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
18'
B
STNAD83 / NA2011S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLYDE MASSEY
CLYDE MASSEY
KAREN MASSEY LEWIS
SHED
BARNWD & BLK GR
GR GR
1 S FD
SHED
1 S FD
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODSMAINTAINED R/WMAINTAINED R/WM
A
IN
TA
IN
ED
R/
W
M
A
IN
TA
IN
ED R/
W
S
KAREN MASSEY LEWIS
CLYDE MASSEYAREASEPTICPOSSIBLE10-L-
1
1
2
2
2
SEE DETAIL 3
17 SY GEOTEXTILE
9 TONS CL I RIPRAP
RIPRAP AT EMBANKMENT
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 12+38 -L- TO STA. 12+47 -L- RT
DETAIL 3
Grade
Ditch 1.5
GEOTEXTILE
Geotextile= 17 SY
Type of Liner= 9 TONS,CL I RIPRAP
10'min.
1.0'min.
SEE DETAIL 2
EST. 158 SY GEOTEXTILE
EST. 87 TONS CL I RIPRAP
LATERAL 2' BASE DITCH
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
FROM STA. 11+50 -L- TO STA. 12+38 -L- RT
DETAIL 2
b=3 Ft.
B=2 Ft.
Max. d=1.5 Ft.
Min. D=1.5 Ft.
*When B is < 6.0'
Type of Liner= CL I RIPRAP
Ground
Natural
Slope
Fill
GEOTEXTILE
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 12+33 -L- TO STA. 12+50 -L- LT
DETAIL 4
Grade
Ditch 1.5
GEOTEXTILE
Geotextile= 27 SY
Type of Liner= 14 TONS,CL I RIPRAP
10'min.
1.0'min.
SEE DETAIL 5
SPEC. LATERAL 'V' DITCH
SEE DETAIL 4
27 SY GEOTEXTILE
14 TONS CL I RIPRAP
RIPRAP AT EMBANKMENT
TB 2GI
EST. 5 SY
EST. 1 TON
CL B RIPRAP
w/ ELBOWS
15"
d 2:1B
D
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM STA. 10+75 -L- TO STA. 11+50 -L- RT
Slope
Fill
DETAIL 1
B=2 Ft.
Max. d=1.5 Ft.
Min. D=1.5 Ft.
Type of Liner= PSRM
Ground
Natural
SEE DETAIL 1
2' BASE DITCH w/ PSRM
SPECIAL LATERAL
SEE DETAIL 6
'V' DITCH w/ PSRM
SPEC. LATERAL
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:1D
FROM STA. 12+50 -L- TO STA. 13+75 -L- LT
Min. D=1.5 Ft.
DETAIL 5
Ground
Natural
Flatter1.5:1 or
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d 2:
1
FROM STA. 13+75 -L- TO STA. 14+50 -L- LT
Max. d=1.0 Ft.
Min. D=1.0 Ft.
DETAIL 6
Type of Liner= PSRM
Ground
Natural Flatter1.5:1 or
Slope
Fill
DDDIKE
IMPERVIOUS
DIKE
IMPERVIOUS
SEE SHEET 4 OF 6
ENLARGEMENT VIEW
C F
C
C
F
C
C
C
C
C
F
C
C
C
C
C
C
F
C
FFF
0 10'5' 10'
SCALE: 1"=20'
20' NAD 83BIG PINE CREEK
SR 1151 (BIG PINE RD)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
17.BP.13.R.172
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
S S SURFACE WATER
DENOTES IMPACTS IN
11+00 -L-13+00 -L-SHEET 4 OF 6
PERMIT DRAWING
SEE DETAIL 2
EST. 158 SY GEOTEXTILE
EST. 87 TONS CL I RIPRAP
LATERAL 2' BASE DITCH
SEE DETAIL 3
17 SY GEOTEXTILE
9 TONS CL I RIPRAP
RIPRAP AT EMBANKMENT
SEE DETAIL 4
27 SY GEOTEXTILE
14 TONS CL I RIPRAP
RIPRAP AT EMBANKMENT
w/ ELBOWS
15"
TB 2GI
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SEE DETAIL 5
SPEC. LATERAL 'V' DITCH
DD
DIKE
IMPERVIOUS
DIKE
IMPERVIOUS
WOODS
WOODS
WOODS
SURFACE WATER
IMPACTS IN
SURFACE WATER
IMPACTS IN
SURFACE WATER
TEMP IMPACTS IN
SURFACE WATER
TEMP IMPACTS IN
SURFACE WATER
IMPACTS IN
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJ. REFERENCE NO.SHEET NO.0
6/23/1612.5 25
17BP.13.R.172
SHEET 5 OF 6
PERMIT DRAWING
TO BE REMOVED
EXISTING BRIDGE
TB RT TB RT
TB LT
TB LT
EXST WS
EXST BED
(TYP.)
2:1 (NORMAL)
2.48:1 SKEWED
OCL ELEV = 2,443.8'
SKEW = 54
1@20'x7' RC THREE SIDED CULVERT
CL STA 12+39 -L-
ON 7-28-18=2,433.5
NWS AND WSE
SLOPE=0 FT/ FT
TOP FOOTING EL=2,434.5
0 100100200
(TYP.)
2% (NORMAL)
2.48% SKEWED
2450
2440
2430
2420
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 StreamNo. (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 11+76 to 12+96 -L- 20'x7' RC 3-SIDED CULVERT < 0.01 0.04 49 31 12+15 to 12+38-L-LT BANK STABILIZATION < 0.01 21 12+40 to 12+58-L-RT BANK STABILIZATION < 0.01 13 11+76 to 12+50 -L- DEWATERING FOR 91 12+11 to 12+96 -L- IMPERVIOUS DIKES TOTALS*: 0.01 0.04 83 122 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 6OF 6 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSMADISON COUNTY17BP.13.R.17217BP.13.R.172NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS04-27-2021