20210446 Ver 1_B-5808 2021-11-04 Permit Drawings_20220215

(Version 3.00; Released August 2021)
45762.1.1 TIP/Proj No:B-5808 County(ies):Cabarrus Page 1 of 3
TIP Number:Date:
Phone:Phone:
Email:Email:
County(ies):
CAMA County?
No
Design/Future:Year:2042 Existing:Year:
City/Town:
2.7
Typical Cross Section Description:
Surrounding Land Use:
No
Wetlands within Project Limits?
2.6
0.178 miles
Project Description
Proposed Project
Yadkin-Pee DeeRiver Basin(s):
David Stutts
Raleigh, NC 27610
WBS Element:
Bridge ReplacementWBS Element:
STV Engineers, Inc. / Edward VanceNCDOT Contact:
[phone]
Charlotte, NC 28202
Contractor / Designer:
[phone]
900 West Trade Street, Ste. 715
[e-mail]
CabarrusConcord
Project Built-Upon Area (ac.)
36,820
Bridge: Six 12' lanes with 9' concrete median, 2'-6" curb and gutter with 5' sidewalks on
both sides, and 15.75' shoulder on the LT side
Approach: Six 12' lanes with variable 9.5' to 5.5' concrete median, 2'-6" curb and gutter,
and 10' shoulders with 5' sidewalks
2022
[e-mail]
Annual Avg Daily Traffic (veh/hr/day):
Existing Site
Project Length (lin. miles or feet):
ac.ac.
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Project Type:
1020 Birch Ridge Drive Address:
General Project Information
B-580845762.1.1
Address:
8/27/2021
Bridge: Two 12' lanes with 1'-6" curb and gutter at both ends of the travel lanes (dual
bridges with same dimensions)
Approach: Two 12' lanes with 8' unpaved shoulders
53,020
Commercial and Industrial
The existing 172', 3-span bridge over Irish Buffalo Creek on US 29/US 601 is being replaced with a 3-span, bridge with a span arrangement of 1@56'-6", 1@77', 1@56'-6" (36"
Girder). The bridge will have 4' end bent caps with 1.5:1 sloping abutments and be skewed at 135 degrees. The bridge will be normal crown at 2% with 12' travel lanes, 15'-9"
shoulder on the western side, with 2'-6" curb and gutter, 5' sidewalks, and bridge railings on both the sides of the travel lanes. This gives the bridge a 106'-9" clear roadway width
and a 114'-10" out-to-out width. This existing dual bridges will be removed, and the proposed bridge will be placed on top of the existing bridge alignment, keeping the existing bridge
during construction as a detour bridge. The existing drainage patterns are being maintained in the proposed condition. A proposed ditch will convey water in place of the existing
channel (per directions from NCDOT) with a 9' base and 3:1 side slopes. All proposed ditches and the channel change will flow towards and into Irish Buffalo Creek. 6" vertical PVC
pipe slots at 10' centers line both ends of the bridge to convey runoff and meet the requirement of no spread in the travel lane on the western side and 6' allowable spread on the
eastern side. These deck drains will not discharge directly above the stream. At the beginning and end of the bridge, catch basins are placed in the curb and gutter on both sides of
the road to convey the bridge runoff into a proposed pipe system. The abutments of the bridge are protected by CL-II riprap to prevent future erosion and stream migration.
Impervious dikes and dewatering operation will be performed during the installation of streambank stabilization (riprap). A rip rap engergy dissipator basin will be utilized at the outfall
for a 42" pipe on the begin bridge, upstream side.
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
(Version 3.00; Released August 2021)
45762.1.1 TIP/Proj No.:B-5808 County(ies):Cabarrus Page 2 of 3
Aquatic T&E Species?No Comments:
Yes N/A
No
Aquatic T&E Species?Comments:
Aquatic T&E Species?Comments:
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
WBS Element:
Supplemental Classification:
Surface Water Body (2):
Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative)
NRTR Stream ID:N/A
Surface Water Body (1): Irish Buffalo Creek NCDWR Stream Index No.:13-17-9-(2)
General Project Information
Supplemental Classification: None
Waterbody Information
NCDWR Surface Water Classification for Water Body
NRTR Stream ID:Buffer Rules in Effect:
NRTR Stream ID:
Other Stream Classification:
Impairments:
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?
Deck 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)
Impairments:
Primary Classification: Class C
(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)
Irish Buffalo Creek Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?No
Impairments:None
Other Stream Classification: None
Supplemental Classification:
NCDWR Surface Water Classification for Water Body Primary Classification:
Other Stream Classification:
Surface Water Body (3): NCDWR Stream Index No.:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?
NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body Primary Classification:
(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)
Deck Drains Discharge Over Water Body?
(Version 3.00; Released August 2021)
TIP/Proj No.:B-5808 County(ies):Cabarrus Page 3 of 3
Sheet
No. Line Station
Location
(LT,RT,CL)Latitude Longitude Surface Water Body Riprap Type
Drainage
Area
(ac)
Conveyance
Structure
4 L 20+30 LT 35.41494 -80.61375 (1)Irish Buffalo Creek Class I 1.6 Pipe
* Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as
applicable, for design guidance and criteria.
Additional Comments
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
BMP
Associated w/
Buffer Rules?
Q10
(cfs)
Pipe (in) / Structure
Dimensions (ft)
V10
(fps)
42"N/A7.4 0.8
Preformed Scour Holes and Energy Dissipators
Energy Dissipator Type
North Carolina Department of Transportation
WBS Element:
Highway Stormwater Program
Riprap Energy Dissipator Basin
BUFFALO CREEK
N
ORFOLK SO
UTHERN
Concord
PO
PLAR TENT SR 1394
29
601
S
R 1414
29
601
B
UFFALO
CREE
K
R
OC
K HILL
C
HUR
C
H
R
DSR 1 00 2
END PROJECT
BEGIN PROJECT
MONTFORD AVE
RD SR 1431WEDDINGTON RD
W. CABARRUS RD
MCGILL AVE
RD
EVA DR
TROXLER DR
N. CHURCH STWINECOFF AVE
SUMNER AVE
LOWE AVE
I
RI
S
HIRISH
CONCORD PARKWAY NORTHINCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
RIGHT OF WAY DATE:
LETTING DATE:
PROJECT ENGINEER
GRAPHIC SCALES
DEPARTMEN
T
O
F
TRAN SPORTATIONSTATE OF NORT
H CAR
O
LI
NAPLANS PREPARED FOR THE NCDOT BY:
VICINITY MAP
N.T.S.
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
NCDOT CONTACT:
PROJECT LENGTHDESIGN DATA
SIGNATURE:
P.E.
P.E.
ENGINEER
HYDRAULICS
SIGNATURE:
ENGINEER
DESIGN
ROADWAY
bawayadI:\Projects\4019794\4019794_0001\50_Deliverables & Submittals\B-5808\Hydraulics\PERMITS_Environmental\Drawings\Prm SHT\B5808_hyd_prm_psh01_tsh.dgn10/21/2021NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NIKKI T. HONEYCUTT, PE
PROJECT DESIGNER
MAAMOON K. ABDELAZIZ
P.E.
-L-
See Sheet 1B For Standard Symbology Sheet
See Sheet 1A For Index of Sheets
CONTRACT: 2018 STANDARD SPECIFICATIONS
CABARRUS COUNTY
NORTH CAROLINA
0
PLANS
1020 20 40
PROFILE (HORIZONTAL)
2001020 40
PROFILE (VERTICAL)
4 2 0 4 8
Structure Management UnitTIP PROJECT: B-5808STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1B-5808Scale : 70
TOTAL LENGTH OF TIP PROJECT B-5808 = 0.178 MILES
LENGTH OF STRUCTURE TIP PROJECT B-5808 = 0.036 MILES
LENGTH OF ROADWAY TIP PROJECT B-5808 = 0.142 MILES
TO THE LIMITS ESTABLISHED BY METHOD II.
CLEARING ON THIS PROJECT SHALL BE PERFORMED
THIS PROJECT IS WITHIN CONCORD MUNICIPAL BOUNDARIES.
5 6
-L- STA. 25+94.00
END TIP PROJECT B-5808
-L- STA. 16+55.00
BEGIN TIP PROJECT B-5808
4
45762.1.1 NHP-0029(062)
-L-
LOCATION: BRIDGES #057 & #059 OVER IRISH BUFFALO CREEK
ON US 29 / US 601
TYPE OF WORK: GRADING, DRAINAGE, PAVING, STRUCTURE & SIGNALS
KEITH PASCHAL, PE75% PLANSREGIONAL TIER
* (TTST 1% + DUALS 3%)
D
T
V
=
=
=
=
=
=
36,820
53,020
URBAN ARTERIAL
FUNC. CLASSIFICATION:
K 10%
50 MPH
ADT 2022
ADT 2042
55%
4%*
US 29 / US 601 CONCORD PARKWAY STO HARRISBURG TO CHARLOTTESR 1394 POPLAR TENT RDIRISH BUFFALO CREEK
SR 1394 MCGILL AVEPLEASANTTO MOUNTPARKWAY AVE NWTO KANNAPOLIS
US 29 / US 601 CONCORD PARKWAY N
-L- STA. 19+69.35
BEGIN BRIDGE
IRISH BUFFALO CREEK
-L- STA. 21+59.35
END BRIDGE
-L- STA. 26+20.00
END CONSTRUCTION
JULY 13, 2021
MAY 17, 2022
45762.2.1 NHP-0029(062)R/W & UTIL.
WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 1 OF 5
PERMIT DRAWING N
A
D
83
/ 2011
(TYP.)
SPECIAL STILLING BASIN
IMPERVIOUS DIKE (TYP.)
(TYP.)
SPECIAL STILLING BASIN
IMPERVIOUS DIKE (TYP.)
15
" RCP
CB
15" RCP15" RCP
15" RCP15" RCP
CONC
OTCB
12" CMP
60' SANITARY SEWER EASEMENT
EXISTING R/W
METHA HOLDINGS, LLC
CONCRETE SUPPLY CO., LLC
EXISTING R/W
KIMBERLY M. HINSON
GERALD W. HINSON
KIMBERLY M. HINSON
GERALD W. HINSON
BEGIN BRIDGE
-L- STA. 19+69.35
END BRIDGE
-L- STA. 21+59.35
PROP MONO ISLAND PROP MONO ISLAND
PROP 5' SIDEWALK
PROP 5' SIDEWALK
PROP 5' SIDEWALK
PROP 5' SIDEWALK20+0021+0022+0023+0015" RCP-IV 15" RCP-IV 42"
15" RCP-IV
15" RCP-IV 15" w/ ELBOWS7 S.Y. GEOTEXTILE
2 TON CL-B RIPRAP
5 S.Y. GEOTEXTILE
1 TON CL-B RIPRAP
REMOVE
15" w/ELBOWSRCP-IV
15"
REMOVE
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 20+38 RT TO STA. 20+50 RT
DETAIL A
Grade
Ditch
2' min.
GEOTEXTILE
Geotextile= 11 SY
Type of Liner= 7 TONS, CL-II Rip-Rap
10'min.
1.0'min.
(SEE DETAIL A)
11 SY GEOTEXTILE
7 TON CL-II RIPRAP
STA. 20+38 TO 20+50 RT
RIP RAP AT EMBANKMENT 15" RCP-IV RCP-IV
15"
42"
PLUG & FILL PLUG & FILL
REMOVECL-II RIPRAP (TYP.)
CL-II RIPRAP (TYP.)REMOVEREMOVE15" RCP-IV
15" RCP-IV
(SEE DETAIL B)
90 SY GEOTEXTILE
50 TON CL-B RIPRAP
55 C.Y. DDE
STA. 20+50 TO 21+50 RT
LATERAL 'V' DITCH
(SEE DETAIL C)
205 SY PSRM
STA. 21+50 TO 23+66 RT
SPECIAL LATERAL 'V' DITCH 15" RCP-I
V
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d 2:1FROM STA. 23+66 RT TO STA. 23+80 RT
DETAIL D
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
Type of Liner= CL-B Rip-Rap
Slope
Fill
Flatter3:1 or
Ground
Natural
Geotextile
(SEE DETAIL D)
13 SY GEOTEXTILE
9 TON CL-B RIPRAP
STA. 23+66 TO 23+80 RT
SPECIAL LATERAL 'V' DITCH
LATERAL 'V' DITCH
( Not to Scale)
2:
1 2:1
D
b
d
1"/Ft.
FROM STA. 20+50 RT TO STA. 21+50 RT
Slope
Fill
Type of Liner= CL-B Rip-Rap b= Variable
Max. d=1.5 Ft.
Min. D=1.5 Ft.
DETAIL B
Ground
Natural
Geotextile
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d 2:1FROM STA. 21+50 RT TO STA. 23+66 RT
Max. d=1.5 Ft.
Min. D=1.5 Ft.
DETAIL C
Type of Liner= PSRM
Ground
Natural Flatter3:1 or
Slope
Fill
EST. 28 SY GEOTEXTILE
EST. 15 TON CL-I RIPRAP
RIPRAPPED ENERGY DISSIPATOR BASIN
(SEE DETAIL E)
EST. 360 SY GEOTEXTILE
EST. 310 TON CL-II RIPRAP
BANK STABILIZATION
STRUCTURE EXCAVATION
EST. 125 CY UNCLASSIFIED
STRUCTURE EXCAVATION
EST. 305 CY UNCLASSIFIED
(SEE DETAIL E)
EST. 710 SY GEOTEXTILE
EST. 615 TON CL-II RIPRAP
BANK STABILIZATION
DECK DRAINS (TYP.)
DECK DRAINS (TYP.)
IRISH BUFFALO CREEK
IRISH BUFFALO CREEK
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/9910/21/2021I:\Projects\4019794\4019794_0001\50_Deliverables & Submittals\B-5808\Hydraulics\PERMITS_Environmental\Drawings\Prm SHT\B5808_hyd_prm_psh02.dgnbawayadScale : 20 5B-5808
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCHLINE -L- STA 23+80.00 (SHEET 6)MATCHLINE -L- STA 18+80.00 (SHEET 4)INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET 2 OF 5
PERMIT DRAWING
LEGEND
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES PERMANENTSS
TS TS
FROM STA. 20+40 TO STA. 21+52 -L-
FROM STA. 19+75 TO STA. 21+00 -L-
Geotextile=1070 SY
Type of Liner=925 TONS,CL-II Rip-Rap
GEOTEXTILE
CL-II RIPRAP
PROPOSED PIERS
REMOVED)
(TO BE
PIERS
EXISTING
STREAMBED
NWSEL
EXISTING BRIDGE TO BE REMOVED
PROPOSED ABUTMENT
ABUTMENT EXCAVATION
2'
DETAIL E
BANK STABILIZATION
( Not to Scale)
BANK STABILIZATION
PROPOSED
GRAPHIC SCALE
0'40'40'
(BANK STABILIZATION)
IN SURFACE WATER
PERMANENT IMPACTS
(IMPERVIOUS DIKE)
IN SURFACE WATER
TEMPORARY IMPACTS
US 29 / US 601
CONCORD PARKWAY NORTH
-L--L-
US 29 / US 601
CONCORD PARKWAY SOUTH
F
F F F
F
F
F
F
F
F
F
F
F
FF
F
F
(TYP.)
SPECIAL STILLING BASIN
IMPERVIOUS DIKE (TYP.)IMPERVIOUS DIKE (TYP.)
(TYP.)
SPECIAL STILLING BASIN
15
" RCP
CB
15" RCP15" RCP
15" RCP15" RCP
CONC
OTCB
12" CMP
60' SANITARY SEWER EASEMENT
EXISTING R/W
METHA HOLDINGS, LLC
CONCRETE SUPPLY CO., LLC
EXISTING R/W
KIMBERLY M. HINSON
GERALD W. HINSON
KIMBERLY M. HINSON
GERALD W. HINSON
BEGIN BRIDGE
-L- STA. 19+69.35
END BRIDGE
-L- STA. 21+59.35
PROP MONO ISLAND PROP MONO ISLAND
PROP 5' SIDEWALK
PROP 5' SIDEWALK
PROP 5' SIDEWALK
PROP 5' SIDEWALK20+0021+0022+0023+0015" RCP-IV 15" RCP-IV 42"
15" RCP-IV
15" RCP-IV 15" w/ ELBOWS7 S.Y. GEOTEXTILE
2 TON CL-B RIPRAP
5 S.Y. GEOTEXTILE
1 TON CL-B RIPRAP
REMOVE
15" w/ELBOWSRCP-IV
15"
REMOVE
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM STA. 20+38 RT TO STA. 20+50 RT
DETAIL A
Grade
Ditch
2' min.
GEOTEXTILE
Geotextile= 11 SY
Type of Liner= 7 TONS, CL-II Rip-Rap
10'min.
1.0'min.
(SEE DETAIL A)
11 SY GEOTEXTILE
7 TON CL-II RIPRAP
STA. 20+38 TO 20+50 RT
RIP RAP AT EMBANKMENT 15" RCP-IV RCP-IV
15"
42"
PLUG & FILL PLUG & FILL
REMOVECL-II RIPRAP (TYP.)
CL-II RIPRAP (TYP.)REMOVEREMOVE15" RCP-IV
15" RCP-IV
(SEE DETAIL B)
90 SY GEOTEXTILE
50 TON CL-B RIPRAP
55 C.Y. DDE
STA. 20+50 TO 21+50 RT
LATERAL 'V' DITCH
(SEE DETAIL C)
205 SY PSRM
STA. 21+50 TO 23+66 RT
SPECIAL LATERAL 'V' DITCH 15" RCP-I
V
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d 2:1FROM STA. 23+66 RT TO STA. 23+80 RT
DETAIL D
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
Type of Liner= CL-B Rip-Rap
Slope
Fill
Flatter3:1 or
Ground
Natural
Geotextile
(SEE DETAIL D)
13 SY GEOTEXTILE
9 TON CL-B RIPRAP
STA. 23+66 TO 23+80 RT
SPECIAL LATERAL 'V' DITCH
LATERAL 'V' DITCH
( Not to Scale)
2:
1 2:1
D
b
d
1"/Ft.
FROM STA. 20+50 RT TO STA. 21+50 RT
Slope
Fill
Type of Liner= CL-B Rip-Rap b= Variable
Max. d=1.5 Ft.
Min. D=1.5 Ft.
DETAIL B
Ground
Natural
Geotextile
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d 2:1FROM STA. 21+50 RT TO STA. 23+66 RT
Max. d=1.5 Ft.
Min. D=1.5 Ft.
DETAIL C
Type of Liner= PSRM
Ground
Natural Flatter3:1 or
Slope
Fill
EST. 28 SY GEOTEXTILE
EST. 15 TON CL-I RIPRAP
RIPRAPPED ENERGY DISSIPATOR BASIN
(SEE DETAIL E)
EST. 360 SY GEOTEXTILE
EST. 310 TON CL-II RIPRAP
BANK STABILIZATION
STRUCTURE EXCAVATION
EST. 125 CY UNCLASSIFIED
STRUCTURE EXCAVATION
EST. 305 CY UNCLASSIFIED
(SEE DETAIL E)
EST. 710 SY GEOTEXTILE
EST. 615 TON CL-II RIPRAP
BANK STABILIZATION
DECK DRAINS (TYP.)
DECK DRAINS (TYP.)
IRISH BUFFALO CREEK
IRISH BUFFALO CREEK 590590590590
590
590
590
590
590590 5905
9
0
5955955955
9
5 595595595595
595
595
595
595595
600
600 600600600600600600600
605 605605605605605605
605
6
0
5605610610610610NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/9910/21/2021I:\Projects\4019794\4019794_0001\50_Deliverables & Submittals\B-5808\Hydraulics\PERMITS_Environmental\Drawings\Prm SHT\B5808_hyd_prm_psh03.dgnbawayadScale : 20 5B-5808
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCHLINE -L- STA 23+80.00 (SHEET 6)MATCHLINE -L- STA 18+80.00 (SHEET 4)INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET 3 OF 5
PERMIT DRAWING
LEGEND
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES PERMANENTSS
TS TS
FROM STA. 20+40 TO STA. 21+52 -L-
FROM STA. 19+75 TO STA. 21+00 -L-
Geotextile=1070 SY
Type of Liner=925 TONS,CL-II Rip-Rap
GEOTEXTILE
CL-II RIPRAP
PROPOSED PIERS
REMOVED)
(TO BE
PIERS
EXISTING
STREAMBED
NWSEL
EXISTING BRIDGE TO BE REMOVED
PROPOSED ABUTMENT
ABUTMENT EXCAVATION
2'
DETAIL E
BANK STABILIZATION
( Not to Scale)
BANK STABILIZATION
PROPOSED
GRAPHIC SCALE
0'40'40'
(BANK STABILIZATION)
IN SURFACE WATER
PERMANENT IMPACTS
(IMPERVIOUS DIKE)
IN SURFACE WATER
TEMPORARY IMPACTS
20+00US 29 / US 601
CONCORD PARKWAY NORTH
-L--L-
US 29 / US 601
CONCORD PARKWAY SOUTH
F
F F F
F
F
F
F
F
F
F
F
F
FF
F
F
5/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
10/21/2021I:\Projects\4019794\4019794_0001\50_Deliverables & Submittals\B-5808\Hydraulics\PERMITS_Environmental\Drawings\Prm SHT\B5808_hyd_prm_psh04_pfl.dgnbawayadNC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
-L-
19+00 20+00 21+00 22+00 23+00 24+00
578
582
586
590
594
598
602
606
610
614
620
624
628
632
578
582
586
590
594
598
602
606
610
614
620
624
628
632
B-5808 8
SEE SHEET 5 FOR -L- PLAN
SHEET 4 OF 5
PERMIT DRAWING
PROPOSED PIERS
REMOVED)
(TO BE
PIERS
EXISTING
BEGIN BRIDGE
-L- STA 19+69.35
END BRIDGE
-L- STA 21+59.35
LOW POINT
EL = 609.20'
-L- STA 23+66.21
PROPOSED GRADE
EXISTING GROUND
(+)0.4308%(-)1.1187%
(-)1.1187%(+)0.4050%
HIGH POINT
EL = 612.19'
-L- STA 19+56.70
PI = 19+90.00
EL = 612.42'
VC = 150'
K = 97
DS = 50 MPH PI = 23+10.00
EL = 608.84'
VC = 240'
K = 158
DS = 65 MPH
STUD IN CONCRETE GAS STATION SIGN BASE
ELEV. = 611.14
STA. = 19+78.83
BM-2
BM-2
ELEV = 611.6'
SKEW = 135 DEGREES
CENTERLINE STA 20+64 -L-
1@56'-6", 1@77', 1@56'-6"
(36" PRESTRESSED CONCRETE GIRDERS)PI=21+00.000El.=598.450'(+)6.9277%
(+)0.8160%PI=23+50.000El.=600.490'(+)0.8160%(+)3.6600%PI=20+50.200El.=595.000'BEGIN DITCH RTEXISTING BRIDGE TO BE REMOVED
100-YEAR W.S. ELEV = 604.4'
W.S.E. ON (01-19-2017) = 588.1'
5216
6454
100
12000
50
603.0
604.4
609.2
588.1
01/19/2017
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
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
=
=
=
=
=
=
=
=
=
=
=
500+
EST. 710 SY GEOTEXTILE
EST. 615 TONS CL-II RIPRAP
BANK STABILIZATION
(+)6.9277%
(+)0.8160%
(+)0.8160%
EXISTING BRIDGE TO BE REMOVEDEXISTING BRIDGE TO BE REMOVED
EST. 360 SY GEOTEXTILE
EST. 310 TONS CL-II RIPRAP
BANK STABILIZATION
CL-II RIPRAP
CL-II RIPRAP
50-YEAR W.S. ELEV = 603.0'
EST. 305 CY TO ELEV. 599.0'
ABUTMENT EXCAVATION
EST. 125 CY TO ELEV. 599.0'
ABUTMENT EXCAVATION
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
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 19+68.87 / 21+69.05 Bank Stabilization 0.02 265
1 19+65.41 / 21+72.68 Impervious Dikes 0.05 10
TOTALS:0.02 0.05 265 10
Notes:Temporary impacts total 275 feet, 265 feet are accounted for within the length of permanent impacts.
ATN Revised 3/31/05
WETLAND PERMIT IMPACT SUMMARY
SURFACE WATER IMPACTSWETLAND IMPACTS
SHEET 5 of 5
BRIDGES #057 & #059 OVER IRISH BUFFALO CREEK
ON US 29 / US 601
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
CABARRUS COUNTY
9/1/2021
B-5808