20211410 Ver 1_South Scales St_Permit_Drawings_20211105

(Version 2.08; Released April 2018)17BP.7.R.141TIP No.:17BP.7.R.141County(ies):Rockingham Page 1 of 3TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future: Year:2025Existing: Year:Aquatic T&E Species?NoComments:Yes NoNoN/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)ac.2 @ 12' lanes with 1' paved shoulders. The existing bridge is 43' in length and 23' in [e-mail] Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Water Supply V (WS-V) NCDWR Surface Water Classification for Water BodyJordan LakeBuffer Rules in Effect:N/ANone42002 @ 12' lanes with 4' paved shoulders and guardrail. The proposed culvert is 65' in length and 26' in width.Waterbody Information2015NCDWR Stream Index No.:17BP.7.R.141Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)State Project 17BP.7.R.141 (SF-780280) involves the replacement of the existing NCDOT Bridge #780280 on SR 2670 over Little Troublesome Creek. Bridge #780280 consists of 1 @ 23’-0” reinforced concrete slab with mass concrete abutments. The proposed culvert will be 2 @ 13'-0" x 12'-0" RCBC with beveled headwall with 1.0' sill in the north barrel and 2.0' sill in the south barrel. The crossing is located in Zone AE of FIRM Map number 3710890400J and was studied by Redelineated (Pre-Preliminary) methods. The proposed culvert will provide more hydraulic opening than the exising bridge. No deck drains are proposed. The proposed culvert was sized to accommodate a detour alignment to maintain traffic during construction of the proposed structure and demolition of the existing bridge.940 Main Campus DrNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:1000 Birch Ridge DrAddress:General Project Information17BP.7.R.141WBS Element:Bridge ReplacementWBS Element:Reid Robol, PENCDOT Contact:919-707-6711#500Raleigh, NC 27606Contractor / Designer:[e-mail]:6/22/2021RockinghamReidsvilleGalen Cail, PERaleigh, NC 27610River Basin(s): City/Town:2.0Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)NoResidential LotsLittle Troublesome Creek16-7-(1)1.30.18 MilesProject DescriptionProposed ProjectCape FearNoneSupplemental Classification: Nutrient Sensitive Waters (NSW)Wetlands within Project Limits?
(Version 2.08; Released April 2018)North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTS17BP.7.R.141TIP No.:17BP.7.R.141County(ies):Rockingham Page 2 of 3Aquatic T&E Species?NoComments:Yes N/ANoWBS Element:Surface Water Body (2): Buffer Rules in Effect:N/AAdditional Waterbody InformationUT to Little Troublesome CreekNCDWR Stream Index No.:16-7-(1)Nutrient Sensitive Waters (NSW)NRTR Stream ID:Water Supply V (WS-V) Primary Classification: NCDWR Surface Water Classification for Water BodySupplemental Classification: N/AOther Stream Classification: NoneImpairments:NoneProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/A(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 2.08; Released April 2018)17BP.7.R.141TIP No.:17BP.7.R.14County(ies):Rockingham Page 3 of 3Sheet No.:4Station:15+08.00 -L-Sq. MilesBarrel Height (ft):Culvert Length (ft)%%North Carolina Department of TransportationHighway Stormwater ProgramSTORMWATER MANAGEMENT PLANFOR NCDOT PROJECTSWBS Element:Bridge to Culvert Avoidance and MinimizationProposed Structure SummarySheet No. & StationDrainage Area (ac or sq mi):3.7Number of Barrels:2Barrel Width/Diameter (ft):13Surface Water Body:(1)Little Troublesome Creek65Culvert Type:Reinforced Concrete Box Culvert12Avoidance and Minimization Efforts:(Bridge to Culvert)Culvert Burial Minimization - Native material will be utilized as backfill to a Sill height of 2.0' in the high flow barrel and there will be a 1.0' sill in the low flow barrel. Natural channel dimensions were observed up and downstream of the crossing and was considered during sizing of the proposed culvert. A floodplain bench was also provided up and downstream of the proposed culvert in the high flow barrel. Erosion control - Bank stabilization with class II rip rap will be utilized up and downstream to avoid bank erosion. Impervious dikes will be used during the construction of the culvert. Silt fence will be applied along the fill slopes and upstream of all wetlands and streams. Minimize clearing - There shall be minimal clearing of vegetation on the existing shoulders/side slopes during the construction of the proposed culvert and roadway.Stream SlopeFish and/or Aquatic Life PassageExisting Average Stream Slope (%):0.46Existing Low Flow Channel Dimensions in the Stream:12' Base, 2:1 side slopes, 4' deepProposed Culvert Slope (%):0.46Culvert BurialProposed Culvert Burial Depth (ft):1Existing Streambed Material:Sand, Silt, GravelProposed Low Flow Dimensions Through the Culvert:The north barrel is the low flow barrel - 1' burial across the north barrel with a 1' sill of the 2@13'12'.Proposed Sills/Baffles:A 1' sill is located inside the north barrel of the culvert. A 2' sill is located 2' inside the south barrel of the culvert. Native material will be backfilled to each Sills height. Native material consist of material that is being excavated from the stream bed at the project site during culvert construction. Native material is subject to approval by the engineer and may be subject to permit conditions.Existing Low Flow Velocities in the Stream (ft/s):5.4Proposed Low Flow Velocities Through the Culvert (ft/s):5.4Alternating Low Flow Sills/Baffles:N/ACulvert/Stream AlignmentStream Patterns Upstream and Downstream of the Culvert that Could Affect Fish Passage and Bank Stability:The existing stream has minor sinuosity upsteam and downstream of the proposed culvert that is not likely to adversely impact fish passage and bank stability. Bed Forms Impacted by Culvert (riffles, pools, glides, etc.):As shown on Permit Sheet 6 of 7 there is minimal bedform diversity in this location. The profile of the stream bed is consistent and is not likely to be adversely impacted by the proposed culvert.Low Flow Floodplain Bench Required? (provide justification)Yes A floodplain bench was provided to maintain the natural channel base width dimensions up and downstream of the proposed crossing to maintain natural stream velocities and water depths. It also allows appropriate conveyance for the design year storm Bank Stabilization:Class II Rip Rap is proposed as bank stabilization approximately 33' upstream and 38' downstream. Natural Stream Channel 2-yr Velocity (ft/s):5.3Outlet VelocitiesBends at Inlet/Outlet?(describe culvert alignment with stream)Yes The existing stream bends to go perpendicular to the road and the proposed culvert was set to help maintain the direction of the stream. The approaching channel work was also designed to match the existing stream pattern.Stream Realignment Necessary? (provide justification)NoEvaluate/Describe Roadway Geometric Constraints:Due to the required onsite detour, in combination with the adjacent properties, the existing roadway was extended to the West and additional culvert length was provided in order to stage construct the proposed culvert to maintain traffic.Proposed Culvert 2-yr Outlet Velocity (ft/s):5.3Natural Stream Channel 10-yr Velocity (ft/s):7.6Proposed Culvert 10-yr Outlet Velocity (ft/s):7.4Roadway Geometric Considerations
BUFFER IMPACTS PERMIT
SHEET 1 OF 3
BUFFER DRAWING
0 10'025'25'50'5'5'
VERTICAL SCALE HORIZONTAL SCALE
2686
2516
2438
2670
2942
2535
2638
2537
2817
2817
2453
2414
2417
2437
2905
2413
2525
2539
SOUTHERNFFFFF
F
F
FM
158%
% 29
BUS
R
AI
L
WAY29%
% 29
BUS
158%
2437
2670
% 29
BUS
2536
NAD
8
3
/ NA
2
0
11
-L- PC Sta. 10+00.00
BEGIN PROJECT 17BP.7.R.141
-L- POC Sta. 19+50.00
END PROJECT 17BP.7.R.141
TO US 29
(REIDSVILLE HWY)REI
DSVI
LLETO DOWNTOWNTO WATLINGTON DR.TO AMOS ST.TO DEAD ENDTO CYPRESS DR.CREEKLITTLE TROUBLESOME-L-
SR 2670 (SCALES ST.)
LIMITS
PROJECT
17BP.7.R.141
-L- Sta. 14+94.78
BEGIN CULVERT
-L- Sta. 15+21.18
END CULVERT

STATE STATE PROJECT REFERENCE NO.
F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET

DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA

DESIGN DATA PROJECT LENGTH
LETTING DATE:

STATE PROJECT NO.
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
1
VICINITY MAP
(NOT TO SCALE)

NCDOT CONTACT:9/16/202111:02:50 AMR:\Hydraulics\PERMITS_Environmental\Drawings\780280_hyd_tsh_buf.dgnrrobolDIVISION 7

DEPART
ME
NT
OF TRANSPORTATIONSTATE OF NORT
H CAR
O
L
I
NATYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE

SIGNATURE:
P.E.
SIGNATURE:
P.E.CONTRACT: PROJECT ENGINEER
HYDRAULICS ENGINEER
PROGRAM MANAGER
DIVISION BRIDGE
TIM POWERS, PE
HYDRAULICS ENGINEER
ROADWAY DESIGN ENGINEER PLANS PREPARED BY:
R/W PLANS
TIP PROJECT: 17BP.7.R.14117BP.7.R.141
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ROCKINGHAM COUNTY
2018 STANDARD SPECIFICATIONS
TOTAL LENGTH TIP PROJECT = 0.180 MILES
LENGTH STRUCTURE TIP PROJECT = 0.005 MILES
LENGTH ROADWAY TIP PROJECT = 0.175 MILES
DAVID SIMPSON, PE
V = 45 MPH
ADT 2025 = 8,400
ADT 2015 = 4,200
MINOR ARTERIAL
SUB REGIONAL TIER
LOCATION: BRIDGE NO. 280 OVER LITTLE TROUBLESOME CREEK ON SR 2670 (SOUTH SCALES STREET)
Prepared in the Office of Simpson Engineers & Associates for
REID B. ROBOL, PE
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
IMPSON
NGINEERS
&SSOCIATESAES 5640 Dillard Drive
Suite 200
Cary, NC 27518
[phone]
[phone] (Fax)
www.simpsonengr.com
LICENSE NO. C-2521
SHEET 2 OF 3
BUFFER DRAWING
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
rrobolR:\Hydraulics\PERMITS_Environmental\Drawings\780280_hyd_buf_psh.dgn11:02:58 AM9/16/2021T
W
W
T
EIP
TO US 29 REIDSVILLE HWY TO CYPRESS DR.TO DEAD ENDTO AMOS ST.TO WATLINGTON DR.35.5' BST SR 2670 SCALES ST.
24.5' BST SR 2670 SCALES ST.18" RCP15" RCPSS
W
8"VCP
8"VCP 8"VCP8"VCP
15" RCP T
72" CHLTSTSTS
8"VCP12"DI30"DI15"RCP18"RCPSERVICE
2" PVC1SFBUS1SFD
15" RCP
1SFD
15" RCP vv
1
2" RCP6"DI48" CHL30"RCP30"RCP48"CONC
23'BST60" CHL
6
0" CHLCREEKLITTLE TROUBLESOMECREEKLITTLE TROUBLESOME30
'BST
30" C&
G
30" C&G
30" C&G28' BST INDUSTRIAL DR.30" C&G8" DITO DOWNTOWN REI
DSVI
LLE50.00'EXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
60.00'40.00'EXISTING R/WEXISTING R/WEXI
STI
NG R/
W
EXI
STI
NG R/
W60.00'50.00'EXISTING R/WEXISTING R/WREF. PB 19 PG 55 40' SANITARY SEWER EASEMENT50.00'EXISTING R/WEXISTING R/W-BL-4
BM1
EIP
EIP
EIP
EIP
W/LT
VAULT
WATER
CONC
DI
SCI
W/LT
BST
BLK WALL
VAR. HT.
EIP
BST
CONC
CURB
6" CONC
W/LT
S
SERV
ICE
W/LT
GATE
MTL
W/LT
FOOTBRIDGE
MTL
-BL-3
POLE
FLAG
RAP
RIP
W/LT
EIP
HORIZON INC
DB 840 PG 1340
PB 19 PG 55
MELISSA ANNE MCCLARY
DB 1477 PG 2250
PB 45 PG 6
WESTOVER DR.23' BSTPK
EIP
W/LT
W/LT
BST
BST
BST
W/LT
12"PVC
S
WOODBRIDGE HOI LIMITED
PARTNERSHIP
DB 1407 PG 527
PB 19 PG 55
S S
W/LT
CONC
CITY OF REIDSVILLE
NO REFERENCE FOUND
FES
W/
S
FES
W/
-BL-GPS 780280-1
BST
W/LT
EIP
S
CI
DI
IRENE AGAPION
DESPINA AGAPION
BASIL AGAPION
DB 823 PG 1482 PARK LN.30' BSTB&J BARBARA
INVESTMENTS, LLC
DB 1198 PG 1968
PB 40 PG 36
UNKNOWN
END
UNKNOWN
END
W/LT
KENNETH W BRAKEFIELD
DB 1044 PG 408
PB 45 PG 39PARK LN.34' BSTCITY OF REIDSVILLE
NO REFERENCE FOUND
STAIRS
WD RAMP
GR
GR
30'BST
-L-
PI = 14+30.00
EL = 721.65'
VC = 360'
BEGIN GRADE
STA. 10+50.00
EL = 739.22'
END GRADE
STA. 19+00.00
EL = 728.64'
STA. 10+00.00
BEGIN PROJECT
STA. 19+50.00
END PROJECT
EXIST
TO
MILL
EXIST
TO
MILL
10 11 12 13 14 15 16 17 18 19 20
690
700
710
720
730
740
750
690
700
710
720
730
740
750
K = 56(-)3
.8467%(-)5.130
4%
(+)1.3310%(+)2.8000%
PI = 12+00.00
EL = 733.45'
VC = 100'
K = 78
PI = 18+50.00
EL = 727.24'
VC = 100'
K = 68
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
= 1900
= 25
= 12.4
= 2900
= 100
= 13.4
= 3670
= 500+
= 725.0
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY
= 06/26/2019
= 709.2 FT
ELEV. = 711.20'-L- STA. 15+02END SP DITCH LTELEV. = 713.80'-L- STA. 14+60BEGIN SP DITCH LTELEV. = 714.63'-L- STA. 15+37BEGIN SP DITCH LT2 @ 13' x 12' RCBC
2' SILL
1' SILL
ELEV. = 721.10'-L- STA. 17+00END SP DITCH LT(-) 6.1905%
(+) 3.9693%ELEV. = 711.20'-L- STA. 15+02END SP DITCH LTELEV. = 713.80'-L- STA. 14+60BEGIN SP DITCH LTELEV. = 714.63'-L- STA. 15+37BEGIN SP DITCH LTELEV. = 721.10'-L- STA. 17+00END SP DITCH LT(-) 6.1905%
(+) 3.9693%
4
VERTICAL SSD
SAG VERTICAL CURVE K
*DESIGN EXCEPTION:
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
Office of:
Prepared in the
0 10'025'25'50'5'5'
VERTICAL SCALE HORIZONTAL SCALE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com/americas
17BP.7.R.141 - ROCKINGHAM 280
LICENSE NO. C-3705
VHB ENGINEERING
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
2
2
1
5
3
4 PI Sta 10+79.50
D
L = 158.58'
T = 79.50'
R = 900.00'
PI Sta 15+90.51
D
L = 364.40'
T = 186.65'
R = 683.00'
PI Sta 19+62.99
D
L = 174.48'
T = 87.48'
R = 970.00'15+0020+00-L- PT Sta. 11+58.58
-L- PC Sta. 14+03.87
-L- PT Sta. 17+68.26
-L- PC Sta. 18+75.52
-L- PT Sta. 20+50.00
-L-
-L- POC Sta. 19+50.00
END PROJECT 17BP.7.R.141
-L- PC Sta. 10+00.00
BEGIN PROJECT 17BP.7.R.141
-L- Sta. 14+94.78
BEGIN CULVERT
-L- Sta. 15+21.18
END CULVERT
24'4' PS50' TAPEREXIST 24'EXIST50' TA
PER4' PS060304040506060504040303020201010023'
GREU TL-2
GREU TL-2
AT-1
65'R
30'R
40'R
30'R 85'R
15'R
25'R
23'+8110'R
AT-1
EXISTING C&G
MILL AS NEEDED TO TIE TO
ADDITIONAL OVERLAY AREA
NAD
8
3
/ NA
20
11
060520'R
28'R
4' PSRETAI
NRETAIN
INLET DETAIL
NTS
= 80 CY
EXCAVATION2@13'X12' RCBC
1'
NG
W/ GEOTEXTILE
CLASS II RIP-RAP 2:12:12:1
W/ GEOTEXTILE
CLASS II RIP-RAP
OUTLET DETAIL
NTS
= 190 CY
EXCAVATION
1'
NG
W/ GEOTEXTILE
CLASS II RIP-RAP 2:1W/ GEOTEXTILE
CLASS II RIP-RAP
RCBC
2@13'X12'
1.5:1
1.5:130" RCP-V
30" RCP-V
REMOVE
REMOVE
( Not to Scale)
LATERAL BASE DITCH
2:
1 D
B
b
d
2:1 1"/Ft.
-L- STA. 14+60 TO 15+02 LT
DETAIL 1
b= 5.0 Ft.
B= 3.0 Ft.
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
*When B is < 6.0'
Type of Liner= CLASS I RIP-RAP
Ground
Natural
Slope
Fill
GEOTEXTILE
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d
2:1-L- STA. 15+37 TO 17+00 LT
DETAIL 2
Max. d= 1.5 FT.
Min. D= 1.5 FT.
Type of Liner= CLASS B RIP-RAP
Slope
Fill
Flatter2:1 or
Ground
Natural
Geotextile
EST. 21 SY GEOTEXTILE
EST. 8 TONS
CLASS B RIP RAP
EST. 21 SY GEOTEXTILE
EST. 8 TONS
CLASS B RIP RAP
EST. 100 SY GEOTEXTILE
EST. 90 TONS
CLASS II RIP RAP
EST. 185 SY GEOTEXTILE
EST. 130 TONS
CLASS II RIP RAP
EST. 30 CY DDE
EST. 35 SY GEOTEXTILE
EST. 30 TONS RIP RAP
SEE DETAIL 1
LATERAL BASE DITCH
EST. 140 SY GEOTEXTILE
EST. 50 TONS RIP RAP
SEE DETAIL 2
LATERAL V DITCH
SYSTEM
RETAIN
SYSTEM
RETAIN
SITE 2
SITE 1
F
F
F
F
F
F
F
F
F
F
F
C
C
F
F
F
F
F
Site Station StructureNo. (From/To) Size / Type1 14+46/15+68 -L- LT Road CrossingX 5082 2721 78032 14+36/15+77 -L- RT Road CrossingX 1094 380 14746176 3101 927700000NOTES:Revised 2018 Feb SHEET 3 OF 3ALLOWABLE MITIGABLE9/1/2021ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)SF-780280ROCKINGHAM17BP.7.R.141BUFFER REPLACEMENTIMPACTSRIPARIAN BUFFER IMPACTS SUMMARYNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSTOTALS*:ROAD CROSSINGBRIDGEPARALLEL IMPACTZONE 1(ft2)ZONE 2(ft2)TYPE
0 10'025'25'50'5'5'
VERTICAL SCALE HORIZONTAL SCALE
WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 1 OF 7
PERMIT DRAWING
2686
2516
2438
2670
2942
2535
2638
2537
2817
2817
2453
2414
2417
2437
2905
2413
2525
2539
SOUTHERNFFFFF
F
F
FM
158%
% 29
BUS
R
AI
L
WAY29%
% 29
BUS
158%
2437
2670
% 29
BUS
2536
NAD
8
3
/ NA
2
0
11
-L- PC Sta. 10+00.00
BEGIN PROJECT 17BP.7.R.141
-L- POC Sta. 19+50.00
END PROJECT 17BP.7.R.141
TO US 29
(REIDSVILLE HWY)REI
DSVI
LLETO DOWNTOWNTO WATLINGTON DR.TO AMOS ST.TO DEAD ENDTO CYPRESS DR.CREEKLITTLE TROUBLESOME-L-
SR 2670 (SCALES ST.)
LIMITS
PROJECT
17BP.7.R.141
-L- Sta. 14+94.78
BEGIN CULVERT
-L- Sta. 15+21.18
END CULVERT

STATE STATE PROJECT REFERENCE NO.
F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET

DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA

DESIGN DATA PROJECT LENGTH
LETTING DATE:

STATE PROJECT NO.
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
1
VICINITY MAP
(NOT TO SCALE)

NCDOT CONTACT:9/16/202111:03:05 AMR:\Hydraulics\PERMITS_Environmental\Drawings\780280_hyd_tsh_wet.dgnrrobolDIVISION 7

DEPART
ME
NT
OF TRANSPORTATIONSTATE OF NORT
H CAR
O
L
I
NATYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE

SIGNATURE:
P.E.
SIGNATURE:
P.E.CONTRACT: PROJECT ENGINEER
HYDRAULICS ENGINEER
PROGRAM MANAGER
DIVISION BRIDGE
TIM POWERS, PE
HYDRAULICS ENGINEER
ROADWAY DESIGN ENGINEER PLANS PREPARED BY:
R/W PLANS
TIP PROJECT: 17BP.7.R.14117BP.7.R.141
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ROCKINGHAM COUNTY
2018 STANDARD SPECIFICATIONS
TOTAL LENGTH TIP PROJECT = 0.180 MILES
LENGTH STRUCTURE TIP PROJECT = 0.005 MILES
LENGTH ROADWAY TIP PROJECT = 0.175 MILES
DAVID SIMPSON, PE
V = 45 MPH
ADT 2025 = 8,400
ADT 2015 = 4,200
MINOR ARTERIAL
SUB REGIONAL TIER
LOCATION: BRIDGE NO. 280 OVER LITTLE TROUBLESOME CREEK ON SR 2670 (SOUTH SCALES STREET)
Prepared in the Office of Simpson Engineers & Associates for
REID B. ROBOL, PE
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
IMPSON
NGINEERS
&SSOCIATESAES 5640 Dillard Drive
Suite 200
Cary, NC 27518
[phone]
[phone] (Fax)
www.simpsonengr.com
LICENSE NO. C-2521
SHEET 2 OF 7
PERMIT DRAWING
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY rrobolR:\Hydraulics\PERMITS_Environmental\Drawings\780280_hyd_wet_psh.dgn11:03:13 AM9/16/2021T
W
W
T
EIP
TO US 29 REIDSVILLE HWY TO CYPRESS DR.TO DEAD ENDTO AMOS ST.TO WATLINGTON DR.35.5' BST SR 2670 SCALES ST.
24.5' BST SR 2670 SCALES ST.18" RCP15" RCPSS
W
8"VCP
8"VCP 8"VCP8"VCP
15" RCP T
72" CHLTSTSTS
8"VCP12"DI30"DI15"RCP18"RCPSERVICE
2" PVC1SFBUS1SFD
15" RCP
1SFD
15" RCP vv
1
2" RCP6"DI48" CHL30"RCP30"RCP48"CONC
23'BST60" CHL
6
0" CHLCREEKLITTLE TROUBLESOMECREEKLITTLE TROUBLESOME30
'BST
30" C&
G
30" C&G
30" C&G28' BST INDUSTRIAL DR.30" C&G8" DITO DOWNTOWN REI
DSVI
LLE50.00'EXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
60.00'40.00'EXISTING R/WEXISTING R/WEXI
STI
NG R/
W
EXI
STI
NG R/
W60.00'50.00'EXISTING R/WEXISTING R/WREF. PB 19 PG 55 40' SANITARY SEWER EASEMENT50.00'EXISTING R/WEXISTING R/W-BL-4
BM1
EIP
EIP
EIP
EIP
W/LT
VAULT
WATER
CONC
DI
SCI
W/LT
BST
BLK WALL
VAR. HT.
EIP
BST
CONC
CURB
6" CONC
W/LT
S
SERV
ICE
W/LT
GATE
MTL
W/LT
FOOTBRIDGE
MTL
-BL-3
POLE
FLAG
RAP
RIP
W/LT
EIP
HORIZON INC
DB 840 PG 1340
PB 19 PG 55
MELISSA ANNE MCCLARY
DB 1477 PG 2250
PB 45 PG 6
WESTOVER DR.23' BSTPK
EIP
W/LT
W/LT
BST
BST
BST
W/LT
12"PVC
S
WOODBRIDGE HOI LIMITED
PARTNERSHIP
DB 1407 PG 527
PB 19 PG 55
S S
W/LT
CONC
CITY OF REIDSVILLE
NO REFERENCE FOUND
FES
W/
S
FES
W/
-BL-GPS 780280-1
BST
W/LT
EIP
S
CI
DI
IRENE AGAPION
DESPINA AGAPION
BASIL AGAPION
DB 823 PG 1482 PARK LN.30' BSTB&J BARBARA
INVESTMENTS, LLC
DB 1198 PG 1968
PB 40 PG 36
UNKNOWN
END
UNKNOWN
END
W/LT
KENNETH W BRAKEFIELD
DB 1044 PG 408
PB 45 PG 39PARK LN.34' BSTCITY OF REIDSVILLE
NO REFERENCE FOUND
STAIRS
WD RAMP
GR
GR
30'BST
-L-
PI = 14+30.00
EL = 721.65'
VC = 360'
BEGIN GRADE
STA. 10+50.00
EL = 739.22'
END GRADE
STA. 19+00.00
EL = 728.64'
STA. 10+00.00
BEGIN PROJECT
STA. 19+50.00
END PROJECT
EXIST
TO
MILL
EXIST
TO
MILL
10 11 12 13 14 15 16 17 18 19 20
690
700
710
720
730
740
750
690
700
710
720
730
740
750
K = 56(-)3
.8467%(-)5.130
4%
(+)1.3310%(+)2.8000%
PI = 12+00.00
EL = 733.45'
VC = 100'
K = 78
PI = 18+50.00
EL = 727.24'
VC = 100'
K = 68
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
= 1900
= 25
= 12.4
= 2900
= 100
= 13.4
= 3670
= 500+
= 725.0
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY
= 06/26/2019
= 709.2 FT
ELEV. = 711.20'-L- STA. 15+02END SP DITCH LTELEV. = 713.80'-L- STA. 14+60BEGIN SP DITCH LTELEV. = 714.63'-L- STA. 15+37BEGIN SP DITCH LT2 @ 13' x 12' RCBC
2' SILL
1' SILL
ELEV. = 721.10'-L- STA. 17+00END SP DITCH LT(-) 6.1905%
(+) 3.9693%ELEV. = 711.20'-L- STA. 15+02END SP DITCH LTELEV. = 713.80'-L- STA. 14+60BEGIN SP DITCH LTELEV. = 714.63'-L- STA. 15+37BEGIN SP DITCH LTELEV. = 721.10'-L- STA. 17+00END SP DITCH LT(-) 6.1905%
(+) 3.9693%
4
VERTICAL SSD
SAG VERTICAL CURVE K
*DESIGN EXCEPTION:
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
Office of:
Prepared in the
0 10'025'25'50'5'5'
VERTICAL SCALE HORIZONTAL SCALE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com/americas
17BP.7.R.141 - ROCKINGHAM 280
LICENSE NO. C-3705
VHB ENGINEERING
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
2
2
1
5
3
4 PI Sta 10+79.50
D
L = 158.58'
T = 79.50'
R = 900.00'
PI Sta 15+90.51
D
L = 364.40'
T = 186.65'
R = 683.00'
PI Sta 19+62.99
D
L = 174.48'
T = 87.48'
R = 970.00'15+0020+00-L- PT Sta. 11+58.58
-L- PC Sta. 14+03.87
-L- PT Sta. 17+68.26
-L- PC Sta. 18+75.52
-L- PT Sta. 20+50.00
-L-
-L- POC Sta. 19+50.00
END PROJECT 17BP.7.R.141
-L- PC Sta. 10+00.00
BEGIN PROJECT 17BP.7.R.141
-L- Sta. 14+94.78
BEGIN CULVERT
-L- Sta. 15+21.18
END CULVERT
24'4' PS50' TAPEREXIST 24'EXIST50' TA
PER4' PS060304040506060504040303020201010023'
GREU TL-2
GREU TL-2
AT-1
65'R
30'R
40'R
30'R 85'R
15'R
25'R
23'+8110'R
AT-1
EXISTING C&G
MILL AS NEEDED TO TIE TO
ADDITIONAL OVERLAY AREA
NAD
8
3
/ NA
20
11
060520'R
28'R
4' PSRETAI
NRETAIN
INLET DETAIL
NTS
= 80 CY
EXCAVATION2@13'X12' RCBC
1'
NG
W/ GEOTEXTILE
CLASS II RIP-RAP 2:12:12:1
W/ GEOTEXTILE
CLASS II RIP-RAP
OUTLET DETAIL
NTS
= 190 CY
EXCAVATION
1'
NG
W/ GEOTEXTILE
CLASS II RIP-RAP 2:1W/ GEOTEXTILE
CLASS II RIP-RAP
RCBC
2@13'X12'
1.5:1
1.5:130" RCP-V
30" RCP-V
REMOVE
REMOVE
( Not to Scale)
LATERAL BASE DITCH
2:
1 D
B
b
d
2:1 1"/Ft.
-L- STA. 14+60 TO 15+02 LT
DETAIL 1
b= 5.0 Ft.
B= 3.0 Ft.
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
*When B is < 6.0'
Type of Liner= CLASS I RIP-RAP
Ground
Natural
Slope
Fill
GEOTEXTILE
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d
2:1-L- STA. 15+37 TO 17+00 LT
DETAIL 2
Max. d= 1.5 FT.
Min. D= 1.5 FT.
Type of Liner= CLASS B RIP-RAP
Slope
Fill
Flatter2:1 or
Ground
Natural
Geotextile
EST. 21 SY GEOTEXTILE
EST. 8 TONS
CLASS B RIP RAP
EST. 21 SY GEOTEXTILE
EST. 8 TONS
CLASS B RIP RAP
EST. 100 SY GEOTEXTILE
EST. 90 TONS
CLASS II RIP RAP
EST. 185 SY GEOTEXTILE
EST. 130 TONS
CLASS II RIP RAP
EST. 30 CY DDE
EST. 35 SY GEOTEXTILE
EST. 30 TONS RIP RAP
SEE DETAIL 1
LATERAL BASE DITCH
EST. 140 SY GEOTEXTILE
EST. 50 TONS RIP RAP
SEE DETAIL 2
LATERAL V DITCH
SYSTEM
RETAIN
SYSTEM
RETAIN
SITE 1
SITE 2
F
F
F
F
F
F
F
F
F
F
F
C
C
F
F
F
F
F
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
0'
GRAPHIC SCALE
TS
TS S
S
SHEET 3 OF 7
PERMIT DRAWING
33.3'16.7'
SITE 2
SITE 1
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
rrobolR:\Hydraulics\PERMITS_Environmental\Drawings\780280_hyd_wet_psh.dgn11:03:14 AM9/16/2021PROJECT REFERENCE
Office of:
Prepared in the
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com/americas
17BP.7.R.141 - ROCKINGHAM 280
LICENSE NO. C-3705
VHB ENGINEERING
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
80'
+18.92
35.5
' BST SR 2670 SCALES ST.18" RCPST
72" CHLTS
30"DI15"RCP18"RCPvv CREEKLITTLE TROUBLESOMECREEKLITTLE TROUBLESOME30" C&G28' BST INDUSTRIAL DR.CONC
DI
SCI
W/LT
W/LT
GATE
MTL
W/LT
FOOTBRIDGE
MTL
-BL-3
12"PVC
W/LT
06GREU TL-2
GREU TL-2
AT-1
30'R 85'R
F
F
F
F
C
SHEET 4 OF 7
PERMIT DRAWING
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY rrobolR:\Hydraulics\PERMITS_Environmental\Drawings\780280_hyd_wet_psh_con.dgn11:03:21 AM9/16/2021T
W
W
T
EIP
TO US 29 REIDSVILLE HWY TO CYPRESS DR.TO DEAD ENDTO AMOS ST.TO WATLINGTON DR.35.5' BST SR 2670 SCALES ST.
24.5' BST SR 2670 SCALES ST.18" RCP15" RCPSS
W
8"VCP
8"VCP 8"VCP8"VCP
15" RCP T
72" CHLTSTSTS
8"VCP12"DI30"DI15"RCP18"RCPSERVICE
2" PVC1SFBUS1SFD
15" RCP
1SFD
15" RCP vv
1
2" RCP6"DI48" CHL30"RCP30"RCP48"CONC
23'BST60" CHL
6
0" CHLCREEKLITTLE TROUBLESOMECREEKLITTLE TROUBLESOME30
'BST
30" C&
G
30" C&G
30" C&G28' BST INDUSTRIAL DR.30" C&G8" DITO DOWNTOWN REI
DSVI
LLE50.00'EXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
60.00'40.00'EXISTING R/WEXISTING R/WEXI
STI
NG R/
W
EXI
STI
NG R/
W60.00'50.00'EXISTING R/WEXISTING R/WREF. PB 19 PG 55 40' SANITARY SEWER EASEMENT50.00'EXISTING R/WEXISTING R/W-BL-4
BM1
EIP
EIP
EIP
EIP
W/LT
VAULT
WATER
CONC
DI
SCI
W/LT
BST
BLK WALL
VAR. HT.
EIP
BST
CONC
CURB
6" CONC
W/LT
S
SERV
ICE
W/LT
GATE
MTL
W/LT
FOOTBRIDGE
MTL
-BL-3
POLE
FLAG
RAP
RIP
W/LT
EIP
HORIZON INC
DB 840 PG 1340
PB 19 PG 55
MELISSA ANNE MCCLARY
DB 1477 PG 2250
PB 45 PG 6
WESTOVER DR.23' BSTPK
EIP
W/LT
W/LT
BST
BST
BST
W/LT
12"PVC
S
WOODBRIDGE HOI LIMITED
PARTNERSHIP
DB 1407 PG 527
PB 19 PG 55
S S
W/LT
CONC
CITY OF REIDSVILLE
NO REFERENCE FOUND
FES
W/
S
FES
W/
-BL-GPS 780280-1
BST
W/LT
EIP
S
CI
DI
IRENE AGAPION
DESPINA AGAPION
BASIL AGAPION
DB 823 PG 1482 PARK LN.30' BSTB&J BARBARA
INVESTMENTS, LLC
DB 1198 PG 1968
PB 40 PG 36
UNKNOWN
END
UNKNOWN
END
W/LT
KENNETH W BRAKEFIELD
DB 1044 PG 408
PB 45 PG 39PARK LN.34' BSTCITY OF REIDSVILLE
NO REFERENCE FOUND
STAIRS
WD RAMP
GR
GR
30'BST
-L-
PI = 14+30.00
EL = 721.65'
VC = 360'
BEGIN GRADE
STA. 10+50.00
EL = 739.22'
END GRADE
STA. 19+00.00
EL = 728.64'
STA. 10+00.00
BEGIN PROJECT
STA. 19+50.00
END PROJECT
EXIST
TO
MILL
EXIST
TO
MILL
10 11 12 13 14 15 16 17 18 19 20
690
700
710
720
730
740
750
690
700
710
720
730
740
750
K = 56(-)3
.8467%(-)5.130
4%
(+)1.3310%(+)2.8000%
PI = 12+00.00
EL = 733.45'
VC = 100'
K = 78
PI = 18+50.00
EL = 727.24'
VC = 100'
K = 68
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
= 1900
= 25
= 12.4
= 2900
= 100
= 13.4
= 3670
= 500+
= 725.0
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY
= 06/26/2019
= 709.2 FT
ELEV. = 711.20'-L- STA. 15+02END SP DITCH LTELEV. = 713.80'-L- STA. 14+60BEGIN SP DITCH LTELEV. = 714.63'-L- STA. 15+37BEGIN SP DITCH LT2 @ 13' x 12' RCBC
2' SILL
1' SILL
ELEV. = 721.10'-L- STA. 17+00END SP DITCH LT(-) 6.1905%
(+) 3.9693%ELEV. = 711.20'-L- STA. 15+02END SP DITCH LTELEV. = 713.80'-L- STA. 14+60BEGIN SP DITCH LTELEV. = 714.63'-L- STA. 15+37BEGIN SP DITCH LTELEV. = 721.10'-L- STA. 17+00END SP DITCH LT(-) 6.1905%
(+) 3.9693%7107
1
0 710710710710710710 710710715715715715715715715715
715715715715715715715
715715
720720720720720
720 720720
7207
2
0
720
72
0
720725725725725
7
2
5
725 7257
25
7
2
5
725725725725730
730 730730730730730730730735735735 735735740
7407454
VERTICAL SSD
SAG VERTICAL CURVE K
*DESIGN EXCEPTION:
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
Office of:
Prepared in the
0 10'025'25'50'5'5'
VERTICAL SCALE HORIZONTAL SCALE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com/americas
17BP.7.R.141 - ROCKINGHAM 280
LICENSE NO. C-3705
VHB ENGINEERING
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
2
2
1
5
3
4 PI Sta 10+79.50
D
L = 158.58'
T = 79.50'
R = 900.00'
PI Sta 15+90.51
D
L = 364.40'
T = 186.65'
R = 683.00'
PI Sta 19+62.99
D
L = 174.48'
T = 87.48'
R = 970.00'15+0020+00-L- PT Sta. 11+58.58
-L- PC Sta. 14+03.87
-L- PT Sta. 17+68.26
-L- PC Sta. 18+75.52
-L- PT Sta. 20+50.00
-L-
-L- POC Sta. 19+50.00
END PROJECT 17BP.7.R.141
-L- PC Sta. 10+00.00
BEGIN PROJECT 17BP.7.R.141
-L- Sta. 14+94.78
BEGIN CULVERT
-L- Sta. 15+21.18
END CULVERT
24'4' PS50' TAPEREXIST 24'EXIST50' TA
PER4' PS060304040506060504040303020201010023'
GREU TL-2
GREU TL-2
AT-1
65'R
30'R
40'R
30'R 85'R
15'R
25'R
23'+8110'R
AT-1
EXISTING C&G
MILL AS NEEDED TO TIE TO
ADDITIONAL OVERLAY AREA
NAD
8
3
/ NA
20
11
060520'R
28'R
4' PSRETAI
NRETAIN
INLET DETAIL
NTS
= 80 CY
EXCAVATION2@13'X12' RCBC
1'
NG
W/ GEOTEXTILE
CLASS II RIP-RAP 2:12:12:1
W/ GEOTEXTILE
CLASS II RIP-RAP
OUTLET DETAIL
NTS
= 190 CY
EXCAVATION
1'
NG
W/ GEOTEXTILE
CLASS II RIP-RAP 2:1W/ GEOTEXTILE
CLASS II RIP-RAP
RCBC
2@13'X12'
1.5:1
1.5:130" RCP-V
30" RCP-V
REMOVE
REMOVE
( Not to Scale)
LATERAL BASE DITCH
2:
1 D
B
b
d
2:1 1"/Ft.
-L- STA. 14+60 TO 15+02 LT
DETAIL 1
b= 5.0 Ft.
B= 3.0 Ft.
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
*When B is < 6.0'
Type of Liner= CLASS I RIP-RAP
Ground
Natural
Slope
Fill
GEOTEXTILE
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d
2:1-L- STA. 15+37 TO 17+00 LT
DETAIL 2
Max. d= 1.5 FT.
Min. D= 1.5 FT.
Type of Liner= CLASS B RIP-RAP
Slope
Fill
Flatter2:1 or
Ground
Natural
Geotextile
EST. 21 SY GEOTEXTILE
EST. 8 TONS
CLASS B RIP RAP
EST. 21 SY GEOTEXTILE
EST. 8 TONS
CLASS B RIP RAP
EST. 100 SY GEOTEXTILE
EST. 90 TONS
CLASS II RIP RAP
EST. 185 SY GEOTEXTILE
EST. 130 TONS
CLASS II RIP RAP
EST. 30 CY DDE
EST. 35 SY GEOTEXTILE
EST. 30 TONS RIP RAP
SEE DETAIL 1
LATERAL BASE DITCH
EST. 140 SY GEOTEXTILE
EST. 50 TONS RIP RAP
SEE DETAIL 2
LATERAL V DITCH
SYSTEM
RETAIN
SYSTEM
RETAIN
SITE 1
SITE 2
F
F
F
F
F
F
F
F
F
F
F
C
C
F
F
F
F
F
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
0'
GRAPHIC SCALE
TS
TS S
S
SHEET 5 OF 7
PERMIT DRAWING
16.7'33.3'
SITE 2
SITE 1
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
rrobolR:\Hydraulics\PERMITS_Environmental\Drawings\780280_hyd_wet_psh_con.dgn11:03:22 AM9/16/2021PROJECT REFERENCE
Office of:
Prepared in the
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com/americas
17BP.7.R.141 - ROCKINGHAM 280
LICENSE NO. C-3705
VHB ENGINEERING
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
7107
1
0 710710710710715715715715
715715715715715720720720 720
7207
2
0
720
80'
+18.92
35.5
' BST SR 2670 SCALES ST.18" RCPST
72" CHLTS
30"DI15"RCP18"RCPvv CREEKLITTLE TROUBLESOMECREEKLITTLE TROUBLESOME30" C&G28' BST INDUSTRIAL DR.CONC
DI
SCI
W/LT
W/LT
GATE
MTL
W/LT
FOOTBRIDGE
MTL
-BL-3
12"PVC
W/LT
06GREU TL-2
GREU TL-2
AT-1
30'R 85'R
F
F
F
F
C
SHEET NO.9/16/2021ROADWAY DESIGN
ENGINEER ENGINEER
11:03:31 AMR:\Hydraulics\PERMITS_Environmental\Drawings\780280_hyd_pfl_psh.dgnrrobolPROJECT REFERENCE
Office of:
Prepared in the
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com
17BP.7.R.141 - ROCKINGHAM 280
HYDRAULICS
SKEW = 100°
GP = 723.62'
2@13'x12' RCBC
CL STA 15+08.00 -L-
0 50'50'100'100'150'150'200'
06/26/2019
DATE OF SURVEY
WSEL = 709.3'
PROPOSED 100 YR WSEL = 721.3'
PROPOSED 25 YR WSEL = 720.3'
EXISTING BED
SLOPE = 0.46%
CL ELEV = 707.7'
TB RT
TB LT NORMAL 2:12.03:1NORMAL
2:
1
2.
0
3:
1
SHEET 6 OF 7
PERMIT DRAWING
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 14+77/15+46 -L- Bank Stabilization 0.02 0.01 69 40 1 14+77/15+46 -L- 13'x12' RCBC 0.03 65 2 14+59/15+00 -L- LT Roadway Fill < 0.01 54 TOTALS*: 0.05 0.01 188 40 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 7OF 7 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSROCKINGHAM17BP.7.R.141SF-780280NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS9/16/2021