20210461 Ver 1_U-5813_Permit Drawing Package_20210302

(Version 2.08; Released April 2018)44385.1.3TIP No.:U-5813County(ies):Randolph Page 1 of 3TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future:Year:2040Existing:Year:Aquatic T&E Species?Comments:NoN/AN/AWetlands within Project Limits?High Quality Waters (HQW)Supplemental Classification: UrbanUT to Cedar Fork Creek13-2-3-3-2-2-(1)26.01.97Project DescriptionProposed ProjectYadkin-Pee DeeRiver Basin(s): City/Town:34.8Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)[e-mail]:9/2/2020RandolphAsheboroTatia L White, PE, PLSRaleigh, NC 27610WBS Element:Roadway WideningWBS Element:John HornbeckNCDOT Contact:[phone]Suite 200Raleigh, NC 27609Contractor / Designer:(919)-424-3301343 E. Six Forks RoadNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:1000 Birch Ridge DriveAddress:General Project InformationU-581344385.1.3Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)Minimum measures for the drainage design included: - Maintaining existing drainage patterns to the maximum extent practical. - Maximum side slopes of 2:1. - Rip-rap pads utilized at the outlet of any open pipe. - Rip-rap proposed in ditches with high velocity and shear stress. - No wetland impacts. - Minimized to 610 linear feet if permanent stream impacts.N/ABuffer Rules in Effect:SK, SJ, SH, SI, SF, SG322004-lane divided roadway consisting of 12' travel lanes and curb and gutterWaterbody Information2020NCDWR 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): Water Supply II (WS-II)NCDWR Surface Water Classification for Water Bodyac.3-lane divided roadway consisting of 12' travel lanes and 4' [e-mail] 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)Submitted 3/2/2021
(Version 2.08; Released April 2018)WBS Element:North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTS44385.1.3TIP No.:U-5813County(ies):Randolph Page 2 of 3Aquatic T&E Species?Comments:NoNoN/AAquatic T&E Species?Comments:NoN/AN/AAquatic T&E Species?Comments:NoNoN/AAquatic T&E Species?Comments:(If yes, provide justification in the General Project Narrative)(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)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)Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?N/ADeck Drains Discharge Over Water Body?Little RiverNCDWR Surface Water Classification for 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)Deck Drains Discharge Over Water Body?NCDWR Surface Water Classification for Water BodyProject Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?N/ASurface Water Body (3): NRTR Stream ID:Impairments:Other Stream Classification: Supplemental Classification: Class C13-25-(1)Primary Classification: (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)Surface Water Body (5): NCDWR Stream Index No.:(If yes, provide justification in the General Project Narrative)NCDWR Stream Index No.:Primary Classification: Little RiverBuffer Rules in Effect:N/ANCDWR Surface Water Classification for Water BodyPrimary Classification: Other Stream Classification: NRTR Stream ID:Impairments:Buffer Rules in Effect:SA, SC, SE, SDProject Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?N/ASupplemental Classification: Supplemental Classification: Other Stream Classification: Other Stream Classification: Impairments:NRTR Stream ID:Class CPrimary Classification: NCDWR Surface Water Classification for Water BodySupplemental Classification: UT to Cable CreekNCDWR Stream Index No.:13-2-3-3-313-25-(1)UT to Little RiverNCDWR Stream Index No.:Additional Waterbody InformationBuffer Rules in Effect:N/ASLBuffer Rules in Effect:N/AWBS Element:Surface Water Body (2): (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)Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative)NRTR Stream ID:Surface Water Body (4): Class CImpairments:N/ASubmitted 3/2/2021
(Version 2.08; Released April 2018)44385.1.3TIP No.:U-5813County(ies):Randolph Page 5 of 5Sheet No.Station & Coordinates (Road and Non Road Projects)Surface Water BodyBase Width(ft)Front Slope(H:1)Back Slope(H:1)Drainage Area(ac)Recommended Treatm't Length(ft)Actual Length(ft)Longitudinal Slope(%)Q2(cfs)V2(fps)Q10(cfs)V10(fps)Rock Checks UsedBMP Associated w/ Buffer Rules?-L- 28+73 LT35.694189, -79.856446-L- 40+46 LT35.692608, -79.853007-L- 43+50 LT35.692232, -79.852098-L- 46+52 RT35.691511, -79.851399-L- 56+30 RT35.690216,-79.848509-L- 83+29 RT35.687599, -79.839952-L- 91+60 LT35.686411, -79.837606-L- 103+00 LT35.685545, -79.833907-L- 109+79 LT35.685640, -79.831761-L- 121+25 LT35.686725, -79.828179-Y1- 12+25 LT35.693053, -79.853874-Y8- 13+00 RT35.688619, -79.842595-Y19- 10+00 LT35.685700, -79.833761-RPA- 16+00 LT35.688767, -79.830458-RPD- 13+50 LT35.684235, -79.829220-Y- 29+50 LT35.686660, -79.8338256.40.62.42.24.31.56.010.20.35.22.4No2.71.42.32.3No2.2No1.5No2.0No2.1NoNo3.05%4.00.01.2251000.51004.00%0.01.51.12.0500.0 2.0 2.02.0121293.06.02.0 2.00.34.00.0112.6700.71.81141.66%1.91251.60%1.81.16.066.82.02.02153004.0496207572.0 3.0 3.00.435122.0 3.029713112.03.05.72.0566102.00.0 2.0679WBS Element:2.61.76No58246No0.70%1.4 1.51.370.03.0 2.00.11060.42.07740523.229.54.0 2.0 2.02.02.83.00.7700.00.02.02.04.00.01.40.98% 1.10.93% 1.70.50%1.9523.42.04%1.22500.74%3.50%2.00%4.11.18%0.75.01.07%432No2.813.313303.00.94.00%2.01.51.60.00.00.22.01301.96.02.24.70.22.66%3332102881.67.70.81.92.40.7121.6NoNoNoNo2.9No2.0No1.4No1221.42.90.5Swales1.5No300124.0(11)UT to Cable Creek(11)UT to Cable Creek(1)UT to Cedar Fork (1)UT to Cedar Fork (3)UT to Cedar Fork Creek(4)UT to Cedar Fork (6)UT to Cedar Fork (5)UT to Cedar Fork (7)UT to Little River(6)UT to Cedar Fork NoNoNoNoNoNoNoNoNoNoNoNoNoNoNorth Carolina Department of TransportationHighway Stormwater ProgramSTORMWATER MANAGEMENT PLANFOR NCDOT PROJECTSAdditional CommentsSubmitted 3/2/2021
WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 1 OF 19
PERMIT DRAWING

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.
2018 STANDARD SPECIFICATIONS
GRAPHIC SCALES PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
0
10/6/2020...\U-5813_HYD_PRM_TSH.dgnHNTBCONTRACT:TIP PROJECT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NAU-5813U-5813
RANDOLPH COUNTY
50 25 50 100
50 25 50 100
10 5 10 20
VICINITY MAP
PROJECT
END
TO
US
64
T
O AS
HE
BORO(SR 1346)SKEEN VIEW RD -Y2-
(
S
R
3
2
5
5
)WES
TSI
DE CI
RCLE
-Y3-
(SR 3255)
OLD FARMER RD -Y5-
(SR 1426)ROOSEVELT RD
-Y6-(SR 1352)WESTBURY DR -Y7-FISHER CIRCLE-Y10-FISHER CIRCLE-Y11-(SR 1446)LEWALLEN RD -Y17-(SR 144
6)
LE
WALLE
N
R
D
-
Y17
A-
(SR 1157)LAMBERT RD
-Y14-
(SR 1443)UWHARRI
E ST
-Y18-
BEGIN CONSTRUCTION
PROJECT DESIGN ENGINEER
NCDOT CONTACT
PROJECT ENGINEER
LETTING DATE:
RIGHT OF WAY DATE:
END CONSTRUCTION
-L- STA. 129+34.14
END TIP PROJECT U-5813
END CONSTRUCTION
CULVERT & SIGNALS
GRADING, DRAINAGE, PAVING, STRUCTURES,
AB
C
D
44385.1.3 PE
4
5
6
7
8
9
10
11
12
13
14
15
(S
R 1
1
4
4
)MAC
K
R
D-Y1
2-
(SR 1428)OA
KGRO
VE RD -Y8-
(SR 1428)OAK LEAF DR
-Y9-
(S
R 14
2
4)WEST
C
H
A
PE
L
R
D

-
Y1-
ASHEBORO CITY LIMITS
ASHEBORO CITY LIMITS TO ASHEBORO
TO RICHFIELD
PROJECT
BEGIN
US
64
(D
IX
IE
DR
SR
1450
)-L
-D
T
V
=
=
=
=
=
=

FUNC CLASS =
K
2020 32,200
2040 35,700
* TTST =3%
PRINCIPAL ARTERIAL
55%
8%
ADT
ADT
4 % *
DUAL 1%
STATEWIDE TIER
(SR 1450)
BROOKWAY RD
-Y19-
INTERSTATE
73
74
49
64
49
64
INTERSTATE
73
74
INTERSTATE
73
74
220
64
49
INTERSTATE
73
74
220
49
EXISTING SIGNAL
PROPOSED SIGNAL
-L- STA. 25+21.06 RT
BEGIN CONSTRUCTION LT
-L- STA. 30+62.50 LT
60 (SR 3255)WESTSIDE CIRCLE -Y4_REV-SHANA LN-Y_SLIP-
-Y- STA. 50+78.21
(NC 49)ALBEMARLE RD-Y-
-Y- STA. 14+37.89
TOTAL LENGTH TIP PROJECT U-5813
LENGTH ROADWAY TIP PROJECT U-5813
= 1.972 MILES
= 1.972 MILES
SEPTEMBER 20, 2022
(SR 14
4
8
)D
U
N
D
EE ST -Y13-
EAST OF I-73/I-74/US 220 TO ASHEBORO
US 64 FROM ASHEBORO BYPASS TO
TO US 220 BUS
ASHEBORO CITY LIMITS
-L- POT STA 113+71.30
BEGIN EXISTING BRIDGE
-RP
C-
-
R
P
D-
-
L
P
C-
-LP
A-
-RPBC-
-RP
D
A-
-RPA-
-
R
P
B-
-L- POT STA 115+47.47
END EXISTING BRIDGE
-Y- POT STA 39+96.19
END EXISTING BRIDGE
-Y- POT STA 38+11.68
BEGIN EXISTING BRIDGE
-DR
W0
1-ROW PLANS44385.2.3 R/W / UTILITIES
BEGIN TIP PROJECT U-5813
AND RIGHT SIDE BEGIN CONSTRUCTION
TOTAL LENGTH BASED ON -L- CENTERLINE
TO SEA
G
RO
V
E
PREPARED IN THE OFFICE OF:
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.
FOR NCDOT
NHP-0095(045)
NHP-0095(045)
MELANIE NGUYEN, PE-SRV_REV-50
MPH /
MPH (C&G)
-Y- POT STA 22+81.70
END BRIDGE
-Y- POT STA 21+14.37
BEGIN BRIDGE
44385.3.2 NHP-0095(045)CONSTRUCTION
12A
12B
12C
12D
CONNECTOR RD
-DRW02-
See Sheet 1B For Conventional Plan Sheet Symbols
See Sheet 1A For Index of Sheets
G. JOHN HORNBECK, PE
ROY H. TELLIER, PE
TO INTERCHANGES.
PROJECT WITH ACCESS BEING LIMITED
3. A PORTION OF THIS PROJECT IS A CONTROLLED-ACCESS
BOUNDARIES OF THE CITY OF ASHEBORO.
2. A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL
TO THE LIMITS ESTABLISHED BY METHOD III.
1. CLEARING ON THIS PROJECT SHALL BE PREFORMED
NOTES:
JANUARY 15, 2021CreekDixie
49
49
64
220
220
INTERSTATE
74
INTERSTATE
74
Asheboro
POND
POND
30" C&G
30" C&G
30" C&G
30" C&G
30" C
&G
30" C&G
CON
C IS
LANDMONOLITHIC
BM-4
INV=708.95'
INV=693.53'
30" CMP
GRG
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
CABLE
R/W MON
79.78' RT
+48.58
FOR INTERCH
A
N
G
E LA
YOUT, SEE SHEET 12
NCDOTDB 805 PG 28
DB 757 PG 449
DB 760 PG 210
FOR INTERCHA
N
G
E LA
Y
O
UT, SEE SHEET 12
FOR INTERCHA
N
G
E LA
YOUT, SEE SHEE
T 12
ATTENUATOR NAD 83/ NA 2011Site 1
Site 2
Site 3
Site 3
Site 4 Site 5
Site 6
Site 7
Site 8
Submitted 3/2/2021
SHEET 2 OF 19
PERMIT DRAWING
HYDRAULICS
ENGINEER
SHEET NO.PROJECT REFERENCE NO.
U-5813
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.HNTB1/12/2021...\U-5813_HYD_PRM_PSH_02_ditch details.dgnMedian Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'DDDitch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
-L- STA. 28+38 MED.
-L- STA. 25+38 MED.
DETAIL 17
C Proposed Ditch
U-5813 PROPOSED DITCH TYPICALS
2:12:1D
( Not to Scale)
d
STANDARD 'V' DITCH
-SRV- STA. 11+00 RT
Type of Liner= Class 'B' Rip-Rap Max. d= 1.5 Ft.
Min. D= 2 Ft.
DETAIL 32
Ground
Natural
Ground
Natural
Geotextile
2D-1
L
S etc.
GI
10:1 20
:1
( Not to Scale)
FALSE SUMP
2.0'
-L- STA. 67+17 LT
DETAIL 36
Traffic Flow
Outside Ditch 1.5' Max0.5' Min.S=Ditch Slope C Proposed Ditch
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:1D
FROM -L- STA. 81+25 TO STA. 84+50 RT
Min. D= 1.5 Ft.
DETAIL 26
Ground
Natural
Flatter4:1 or
Slope
Fill2:1D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -RPD- STA. 13+50 TO STA. 14+50 LT
FROM -RPB- STA. 13+00 TO STA. 17+00 LT
FROM -L- STA. 91+60 TO STA. 94+93 LT
DETAIL 19
B= 2 Ft.
Min. D= 1 Ft.
Ground
Natural
Slope
Fill
2:1D
B
( Not to Scale)
Flatter3:1 or
SPECIAL LATERAL BASE DITCH
FROM -Y_SLIP- STA. 17+00 TO STA. 21+25 RT
FROM -L- STA. 105+47 TO STA. 109+79 LT
DETAIL 25
B= 2 Ft.
Min. D= 1.5 Ft.
Ground
Natural
Slope
Fill
Flatt
er2:1 or D
B
( Not to Scale)
Flatter2:1 or
SPECIAL LATERAL BASE DITCH
DETAIL 22
B= 0-19 Ft.
Min. D= 1 Ft.
Ground
Natural
Slope
Fill
FROM -SRV_REV- STA. 25+21 TO STA. 26+00 LT
FROM -RPA- STA. 14+75 TO STA. 15+10 RT
FROM -SRV_REV- STA. 15+50 TO STA. 21+00 LT
L
S etc.
GI
10:1 20
:1
( Not to Scale)
FALSE SUMP
2.0'
-RPD- STA. 16+60 LT
-RPB- STA. 15+16 RT
-L- STA. 73+19 LT
DETAIL 15
Traffic Flow
Outside Ditch 1.0' Max0.5' Min.S=Ditch Slope C Proposed Ditch
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:1D
FROM -Y19- STA. 10+00 TO STA. 12+25 LT
FROM -RPA- STA. 16+00 TO STA. 17+00 LT
FROM -Y- STA. 49+37 TO STA. 50+50 RT
FROM -L- STA. 121+25 TO STA. 123+35 LT
Min. D= 1 Ft.
DETAIL 21
Ground
Natural
Flatter3:1 or
Slope
Fill
d 2:1B
D
( Not to Scale)
Flatter2:1 or
SPECIAL LATERAL BASE DITCH
FROM -RPB- STA. 12+00 TO STA. 13+50 RT
FROM -Y5- STA. 12+25 TO STA. 13+50 RT
FROM -Y5- STA. 11+25 TO STA. 11+61 RT
Slope
Fill
DETAIL 14
B= 2 Ft.
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
Type of Liner= Class 'B' Rip-Rap
Ground
Natural
Geotextile
( Not to Scale)
Natural
Ground
1.5' Min.
D
Natural
Ground
(To Top of Bank)
D= Varies
Rip-Rap
Class 'I'
Fabric
Geotextile
Fabric
Geotextile
Rip-Rap
Class 'I' Existi
ng
2:1 to
Existing2:1 to1.5' Min.
(7'-9')
Channel Bed
-L- STA. 54+22 RT
EST. 37 SY GEOTEXTILE FABRIC
EST. 26 TONS CLASS I RIP RAP
(UPSTREAM)
CULVERT CHANNEL IMPROVEMENTS
DETAIL 33 ( Not to Scale)
Natural
Ground
1.5' Min.
D
Natural
Ground
Fabric
Geotextile
Fabric
Geotextile
1.5' Min.
(9'-18')
Channel Bed
-L- STA. 53+77 LT
(DOWNSTREAM)
CULVERT CHANNEL IMPROVEMENTS
2:1 2:1
(To 50-yr WSE)
D= Varies
Rip-Rap
Class 'II'
Rip-Rap
Class 'II'
EST. 1025 CY DDE
EST. 86 SY GEOTEXTILE FABRIC
EST. 61 TONS CLASS II RIP RAP
DETAIL 34
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM -Y7- STA. 11+08 TO STA. 11+20 RT
DETAIL 39
Grade
Ditch
1.25'
GEOTEXTILE
10'
1.0'min.
Type of Liner= 5 TONS,CL B Rip-Rap; Geotextile= 14 sy
Outlet
Pipe
Flatter4:1 or
D2:1( Not to Scale)
SPECIAL CUT 'V' DITCH
FROM -Y14- STA. 10+75 TO STA. 11+39 LT
FROM -SRV_REV- STA. 25+25 TO STA. 26+00 RT
FROM -SRV_REV- STA. 21+50 TO STA. 24+00 RT
FROM -SRV_REV- STA. 13+50 TO STA. 20+75 RT
FROM -SRV_REV- STA. 11+00 TO STA. 15+50 LT
FROM -Y- STA. 26+50 TO STA. 29+50 LT
FROM -LPA- STA. 13+00 TO STA. 15+00 LT
DETAIL 29
Min. D= 1 Ft.
Ground
Natural Slope
Ditch
Front
d 2:1B
D
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM -RPB- STA. 15+25 TO STA. 17+75 RT
FROM -Y13- STA. 10+50 TO STA. 14+50 LT
Slope
Fill
DETAIL 30
B= 2 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= Class 'B' Rip-Rap
Ground
Natural
Geotextile
D Flatter4:1 or
( Not to Scale)
SPECIAL CUT DITCH w/ HINGE
4:1
2:1
FROM -L- STA. 101+00 TO STA. 103+00 LT
FROM -RPDA- STA. 13+50 TO STA. 14+50 RT
FROM -RPDA- STA. 14+00 TO STA. 15+00 LT
Min. D= 1 Ft.
Ground
Natural
Slope
Ditch
Front
VARIABLE
DETAIL 37
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d 2:1FROM -Y1- STA. 12+25 TO -Y1- STA. 12+50 LT
FROM -Y1- STA. 10+75 TO -Y1- STA. 12+30 RT
DETAIL 35
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= Class B Rip-Rap
Slope
Fill
Flatter2:1 or
Ground
Natural
Geotextile
2:12:
1
D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM -L- STA. 83+27 TO STA. 84+34 LT
DETAIL 28
B= 3-6 Ft.
Max. d= 3 Ft.
Min. D= 3 Ft.
Ground
Natural
Ground
Natural
Type of Liner= Class II Rip-Rap
Geotextile
d 2:1B
D
( Not to Scale)
Flatter3:1 or
SPECIAL LATERAL BASE DITCH
FROM -RPD- STA. 16+75 TO STA. 20+75 LT
Slope
Fill
DETAIL 27
B= 3 Ft.
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
Type of Liner= Class I Rip-Rap
Ground
Natural
Geotextile
FROM -LPC- STA. 11+75 TO STA. 15+00 RT
FROM -RPBC- STA. 11+00 TO STA. 12+85 RT
FROM -YSLIP- STA. 14+00 TO STA. 16+00 LT
FROM -RPC- STA. 17+50 TO STA. 20+50 LT
FROM -L- STA. 91+50 TO STA. 92+50 RT
FROM -L- STA. 27+50 TO STA. 32+50 RT
Fill Slope2:1 or Flatter
b= 3 Ft.
d= 3 Ft.
Type of Liner= CLASS B Rip-Rap
b
DETAIL 2
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
2:12:
1
D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM -L- STA. 26+28 TO STA. 26+82 RT
DETAIL 1
B= 3 Ft.
Max. d= 2 Ft.
Min. D= 2 Ft.
Ground
Natural
Ground
Natural
Type of Liner= Class II Rip-Rap
Geotextile
( Not to Scale)
TOE PROTECTION
d
FLATTER2:1 OR
FROM -Y7- STA. 12+00 TO STA. 12+55 RT
FROM -Y7- STA. 11+41 TO STA. 12+22 LT
FROM -L- STA. 53+00 TO STA. 54+15 RT
FROM -L- STA. 48+00 TO STA. 48+80 LT
DETAIL 3
Type of Liner= Class B Rip-Rap
d= 3 Ft.
GROUND
NATURAL SLOPE
FILL
GEOTEXTILE
LATERAL 'V' DITCH
( Not to Scale)
D2:12:1
b
1"/Ft.
FROM -Y2- STA. 11+50 TO STA. 12+42 LT
b= 3 Ft.
Min. D= 1.0 Ft.
DETAIL 4
Ground
Natural
Slope
Fill
( Not to Scale)
SPECIAL CUT 'V' DITCH
2:1D
FROM -Y- STA. 33+50 TO STA. 35+50 LT
FROM -Y- STA. 31+25 TO STA. 31+50 LT
FROM -L- STA. 78+32 TO STA. 81+25 RT
FROM -L- STA. 40+46 TO STA. 43+50 LT
Min. D= 1.5 Ft.
DETAIL 5
Ground
Natural
Flatter3:1 or
Slope
Fill
LATERAL 'V' DITCH
( Not to Scale)
2:1 2:1
D
b
d
1"/Ft.
FROM -Y2- STA. 11+50 TO STA. 13+00 RT
Slope
Fill
Type of Liner= Class 'B' Rip-Rap b= 3 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
DETAIL 6
Ground
Natural
Geotextile
B
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
FROM -L- STA. 28+73 TO STA. 29+50 LT
DETAIL 7
B= 4 Ft.
Min. D= 3 Ft.
Ground
Natural
Ground
Natural
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:1D
FROM -Y6- STA. 11+22 TO STA. 11+50 RT
FROM -Y3- STA. 10+00 TO STA. 12+50 RT
Min. D= 2.0 Ft.
DETAIL 8
Ground
Natural
Flatter2:1 or
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
6:1D
FROM -L- STA. 46+00 TO STA. 46+52 RT
Min. D= 2.5 Ft.
DETAIL 9
Ground
Natural
Flatter6:1 or
Slope
Fill
b
2:1D
( Not to Scale)
B
CHANNEL CHANGE
1"/Ft.
FROM -L- STA. 54+32 TO STA. 56+30 RT
Ground
Natural
DETAIL 10
Ground
Natural
Exist. Channel
Fill Slope
Proposed
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
Flatt
er4:1 or D
FROM -Y17- STA. 13+75 TO STA. 15+75 LT
FROM -Y17- STA. 13+75 TO STA. 15+25 RT
FROM -RPDA- STA. 11+25 TO STA. 12+00 RT
Min. D= 1.5 Ft.
DETAIL 13
Ground
Natural
Flatter2:1 or
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d 6:1FROM -L- STA. 73+28 TO STA. 74+00 LT
FROM -L- STA. 58+00 TO STA. 58+50 RT
DETAIL 16
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= Class B Rip-Rap
Slope
Fill
Flatter6:1 or
Ground
Natural
Geotextile
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
Flatt
er2:1 or D
Min. D= 1.0 Ft.
Ground
Natural
Flatter2:1 or
Slope
Fill
FROM -Y8- STA. 10+50 TO STA. 13+00 RT
FROM -Y7- STA. 10+00 TO STA. 11+00 RT
FROM -Y1- STA. 12+50 TO STA. 13+60 LT
DETAIL 18
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 56+30 TO STA. 57+00 RT
DETAIL 20
b= 3 Ft.
B= 2 Ft.
Min. D= 1.5 Ft.
Ground
Natural
Slope
Fill
BANKS
TO TOP OF
COIR FIBER
GEOTEXTILE
b= 5 Ft.
B= 5 Ft.
Min. D= 3.0 Ft.
Type of Liner= Class II Rip-Rap TO TOP OF BANKS
b
2:1D
( Not to Scale)
B
CHANNEL CHANGE
1"/Ft.Ground
Natural
b= 3 Ft.
B= 3 Ft.
D= 1.5 Ft.
Type of Liner= COIR FIBER TO TOP OF BANKS
DETAIL 11
Ground
Natural
Exist. Channel
Fill Slope
Proposed
2:1
FROM -Y5- STA. 10+82 TO STA. 11+69 LT
b
2:1D
( Not to Scale)
B
CHANNEL CHANGE
1"/Ft.Ground
Natural
DETAIL 23
Ground
Natural
Exist. Channel
Fill Slope
Proposed
FROM -RPA- STA. 14+00 TO STA. 15+25 LT
d
GEOTEXTILE
b= 5 Ft.
B= 4 Ft.
d= 2 Ft.
Min. D= 2 Ft.
Type of Liner= Class I Rip-Rap TO TOP OF BANK
2:1
2:1
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d 2:1FROM -Y7- STA. 11+50 TO STA. 12+00 RT
DETAIL 24
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
(Variable)
Channel Bed
( Not to Scale)
PIPE OUTLET CHANNEL STABILIZATION
DETAIL 40
-RPC- STA. 18+30 LT
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BED
Est.= 30 TONS CL I Rip-Rap - Keyed-In
d= 3 Ft.
Length= 20 Ft.EXI
STI
NG BANKEXISTING BANKMIN. 2:1 TO TIE
4:
1 TO TI
Ed
(Variable)
Channel Bed
LATERAL 'V' DITCH
( Not to Scale)
2:1 2:1
D
b
d
1"/Ft.
FROM -RPA- STA. 15+25 TO STA. 16+00 LT
Slope
Fill
Type of Liner= Class 'B' Rip-Rap b= 5 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
DETAIL 42
Ground
Natural
Geotextile
Flatter (TYP)
2:1 or
(Variable)
Channel Bed
( Not to Scale)
CHANNEL STABILIZATION
DETAIL 38
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BED
d
Base Ditch
Proposed
Est.= 50 Tons of Class I Rip-Rap
d= to Top of Bank
Length= 52 Ft.
FROM -L- STA. 25+90 TO STA. 26+52 RT
Class I Rip Rap
( Not to Scale)
Geotextile
Elevation
Natural Bed
-RPA- STA. 13+98 LT
Ground
Natural
Ground
Natural
PIPE OUTLET CHANNEL STABILIZATION
DETAIL 31
1.5'

Est.= 13 TONS CL I Rip-Rap - Keyed-In
Length= 12 Ft.
( Not to Scale)
Geotextile
Elevation
Natural Bed
-RPD- STA. 18+00 RT
Ground
Natural
Ground
Natural
PIPE OUTLET CHANNEL STABILIZATION
DETAIL 41
1.5'

Est.= 15 TONS CL I Rip-Rap - Keyed-In
Length= 12 Ft.
( Not to Scale)
Geotextile
BANK & SCOUR HOLE STABILIZATION
Elevation
Natural Bed
STA. -Y4- 12+50 RT
STA. -Y5- 10+81 LT
Ground
Natural
Ground
Natural
DETAIL 12
1.5'
Length= 10 Ft.
Existing Scour Hole

Type of Liner= CL I Rip-Rap - Keyed-In
Submitted 3/2/2021
ROBERT GLENDON DAVIS
AMOS & LOUELLA NEWSOME
CERTIFIED CONCRETE CORPORATION
ROBERT GLENDON DAVIS
ROBERT GLENDON DAVIS
AMOS & LOUELLA NEWSOME
CERTIFIED CONCRETE CORPORATION
ROBERT GLENDON DAVIS15" CMP15" RCP15"
C
M
P15" CMP15" RCP15" RCP18" RCP15" RCP15" CMP
WOODS
WOODSWOODS
WOODS
FOUND
NO FIELD EVIDENCE
JUNCTION BOX
POSSIBLE BLIND
GRG
CONC
RIP RAP
RIP RAP
RIP RAP
RI
P RAPRIP RAP
CONC
CONC CONC
AREA UNDER CONSTRUCTION
AREA UNDER CONSTRUCTION AREA UNDER CONSTRUCTION
AREA UNDER CONSTRUCTION
AREA UNDER CONSTRUCTION
DEBRIS PILECARPORTMTL
MTL
1SMTLD
CONC
SOIL
WOODS24" CMPHEAD WALL
10" CONC 36" RCP36" CMP
1
15" CMP
1SFB
GR GR
GR
GR
GR
GR
GR
SKEEN VIEW RD (SR-1346) BST
36" CMP
OBSTRUCTED BY CONC
AT TOP OF PIPE
INV 721.00'
CRUSHED PIPE
RIP RAP
RIP RAP
2SFD
RIP RAP
CONC
WOODS
WOODS
WOODS
WOODS
US 64 VARIABLE WIDTH R/W BST
RIP RAP
MTL
CABLE
CABLE
CABLE
CABLE CABLE
CABLE
MTL
MTL
CONC
US 64 VARIABLE WIDTH R/W BST
RIP RAP
CONC
CONC
60" WW & 1SBW
60" WW & 1SBW 60" WW & 1SBW
60" WW & 1SBW
RIP RAP
DB 2504 PG 1897
PERMANENT UTILITY EASEMENT
AD
JO
INER
DB
137
3
PG
100
2
WELL
ESEMENT
FOR
VARIABLE WIDTH R/W
VARIABLE WIDTH R/W VARIABLE WIDTH R/W
EIP
EIPEIPEIP
EIP
EIP
EIP
R/W MON
R/W MON
CONTRACTORS, LLC
KELLY
CAPITAL, LLC
JHS MASTER
BRASWELL
MARTHA B
STEPHEN BRUEILLY
JANET WARD
JEFFREY WARD
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
LEGEND
50'
GRAPHIC SCALE
0'50'100'150'
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 3 OF 19
PERMIT DRAWING
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
SHEET NO.PROJECT REFERENCE NO.
10/1/2020...\U-5813_HYD_PRM_PSH_05.dgnHNTB8/17/995U-5813
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.NAD
8
3/ NA
2
0
1
1
SEE SHEET 4MATCH LINE -L- 17+00SEE SHEET 6MATCH LINE -L- 30+50R/W SHEET NO.
1
2
3
95
REMOVE
REMOVEFlOWABLE FILL
FILL w/
REMOVE REMOVE
RETAIN
REMOVE
36" RCP-IV
RCP-IV36" RCP-III18" 3GI24" 36" RCP-IV36" RCP-IVDI
INV=749.5
TOP=753.1
REMOVE HW
RETAIN
TB 2GI
FILL W/ FLOWABLE FILL
OF 36" RCP
REMOVE 47 FT
OF 36" RCP
REMOVE 47 FT
15" RCP-IVELBOWS15" HDPE W/2GI
15" RCP-IV
2GI
JB w/ MH
JB w/ MH
2GI
SEE DETAIL 17
FALSE SUMP+24.84EST. 5 SY GF
EST. 1 TONS
CLASS 'B' RIP-RAP
S =13.7%
EST 50 CY DDE
EST 170 SY GF
EST 124 TONS
CLASS I RAP RAP
SEE DETAIL 1
STANDARD 3' BASE DITCH
EST 48 CY DDE
SEE DETAIL 7
STANDARD 4' BASE DITCH
EST 202 SY GF
EST 91 TONS
CLASS 'B' RIP-RAP
SEE DETAIL 2
TOE PROTECTION
EST 50 TONS
CLASS I RAP RAP
SEE DETAIL 38
CHANNEL STABILIZATION
RETAIN
SEE DETAIL 17
FALSE SUMP
RETAIN
RETAIN
F F
F
F-L- 20-L- 25-L- 3002-L- Sta. 25+21.06 RT
-L-
GREU TL-3
PROP. SBG
BEGIN CONSTRUCTION
-L- Sta. 23+56.44 RT EXISTBEGIN PROJECT
WETLAND & STREAM IMPACTS
Site 1 SL
SURFACE WATER
TEMP. IMPACTS IN
CHANNEL STABILIZATION)
(CHANNEL CHANGE-
SURFACE WATER
IMPACTS IN
Submitted 3/2/2021
68
2
682682682684
68468468668
6
686
688
68869
069269269469
4
694
696
69
8
6
9870270
2
70
4
704
70
6
70670
8
7
08
710
71
0
7
1
0
71
2
712712712 7
1
2
714
71
4
714714
714
714714714
7147
1
6
71
6 716716
716716716716
716
716716718
7
1
8
718
718
718 718718718718
720720722
72
2
722 722722
72272272472
4
724
724
724
724
724724724726726
726726726726 726726726726 726728728
728
728 728728728728728728
7
2
8
728728730730730730730
730730730730730732732
73
2
732732 732732
732
732732732732 732732732732732732
732734734734734734734
734
7
3
4
73
4
734
734
734 734734734734734734
734 734734734734734
73473673673
6
736736736736 736736736736736736736736736736736736736
736736736736
738738738
738738738738738
738
738
738
738
738
73873873873 8
738738738738738738738
740740740740
740740 7407407
4
0
74274
2
742742
7427427
4
2
742742
7
42742 742742
742
742
74
2
74274
2
742
742742742742742
742742742
74474
4
744
744
744744
7
4
4
744744744
744 744744 744744
744
744744744744744744
746
746746746
746746
7467
4
6
74
6 746746
746746
746
746
746
746746746 746746746
746
748
748
748
748
748
748748748748748 748748748748
748
748748
748
748 748748
750750750750
75
0 750750750
750750
750
752
752
752
752
752
752752
75
2752
752
75275
2
75275275275275
2
752
7
5
2 752752752 752752752
754
754754
754
754
754754754754754754 754754
754
754
75
4
75475475475
4
754
754
754754
754754754
756756
756
756 756756756
756
756756756756
75675675675
6
756 756756756756756
756756756756756
756
756
756
758
758
758
7
5
8
758
758
758
758
758
7
5
8
758758758758758 758758758758758758
758758 758
760
760760760760760 76076076076076076076076
2
762
762762
762
762
762
762
762762762
762762762762762
762762 762762762762762
762
762
7
6
4
764
764
764764
764
764
764
764764764764
764
76476476476
4 764764764764 7647
6
4764 764764
76
4
764764764
764
764
764
764
764
764764764
76
6
76
6
766766 76676
6
766 766766766
766
766766766
766766 766766
766766766
766
766
7667667667
6
6
766766766 766766766766766766766
76
8
768 768768768 768
768
768 76876876876
8
768768768
768
7
6
8
768 768
768768
768
768768
768
76
8
768768768768768768
768768 768 768 768
768
770 770770770 770
770 770
77077
0770770 770770
770
770770770770770770770770772772
772772
7
7
2
7727727
72
772 772772 772772772772
77
27
72772
772
772772772
7727727727727747747747
7
4 7747
74
77
4
774
774
774 774774774 774774
776
776
7
7
6 776776776 776776776 776776
778778778
778 77877
8
778 778778780
78
0
782
7
8
2
78
2
782
782
782 7827827
8
4
784784
7
8
4
784 784784784786
786
786
786 786788
788788788788790790
79
2
79
2
7927927927
9
4
79
4
794 794794794
7
96
796796 79679679
8
7
9
8
798 798798800802
802
802 8028
0
4
80
4
804 8048068068
06 80680
8
808 808808
808808808810810
ROBERT GLENDON DAVIS
AMOS & LOUELLA NEWSOME
CERTIFIED CONCRETE CORPORATION
ROBERT GLENDON DAVIS
ROBERT GLENDON DAVIS
AMOS & LOUELLA NEWSOME
CERTIFIED CONCRETE CORPORATION
ROBERT GLENDON DAVIS15" CMP15" RCP15"
C
M
P15" CMP15" RCP15" RCP18" RCP15" RCP15" CMP
WOODS
WOODSWOODS
WOODS
FOUND
NO FIELD EVIDENCE
JUNCTION BOX
POSSIBLE BLIND
GRG
CONC
RIP RAP
RIP RAP
RIP RAP
RI
P RAPRIP RAP
CONC
CONC CONC
AREA UNDER CONSTRUCTION
AREA UNDER CONSTRUCTION AREA UNDER CONSTRUCTION
AREA UNDER CONSTRUCTION
AREA UNDER CONSTRUCTION
DEBRIS PILECARPORTMTL
MTL
1SMTLD
CONC
SOIL
WOODS24" CMPHEAD WALL
10" CONC 36" RCP36" CMP
1
15" CMP
1SFB
GR GR
GR
GR
GR
GR
GR
SKEEN VIEW RD (SR-1346) BST
36" CMP
OBSTRUCTED BY CONC
AT TOP OF PIPE
INV 721.00'
CRUSHED PIPE
RIP RAP
RIP RAP
2SFD
RIP RAP
CONC
WOODS
WOODS
WOODS
WOODS
US 64 VARIABLE WIDTH R/W BST
RIP RAP
MTL
CABLE
CABLE
CABLE
CABLE CABLE
CABLE
MTL
MTL
CONC
US 64 VARIABLE WIDTH R/W BST
RIP RAP
CONC
CONC
60" WW & 1SBW
60" WW & 1SBW 60" WW & 1SBW
60" WW & 1SBW
RIP RAP
DB 2504 PG 1897
PERMANENT UTILITY EASEMENT
AD
JO
INER
DB
137
3
PG
100
2
WELL
ESEMENT
FOR
VARIABLE WIDTH R/W
VARIABLE WIDTH R/W VARIABLE WIDTH R/W
EIP
EIPEIPEIP
EIP
EIP
EIP
R/W MON
R/W MON
CONTRACTORS, LLC
KELLY
CAPITAL, LLC
JHS MASTER
BRASWELL
MARTHA B
STEPHEN BRUEILLY
JANET WARD
JEFFREY WARD
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
LEGEND
50'
GRAPHIC SCALE
0'50'100'150'
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET 4 OF 19
PERMIT DRAWING
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
SHEET NO.PROJECT REFERENCE NO.
10/1/2020...\U-5813_HYD_PRM_PSH_05.dgnHNTB8/17/995U-5813
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.NAD
8
3/ NA
2
0
1
1
SEE SHEET 4MATCH LINE -L- 17+00SEE SHEET 6MATCH LINE -L- 30+50R/W SHEET NO.
1
2
3
95
REMOVE
REMOVEFlOWABLE FILL
FILL w/
REMOVE REMOVE
RETAIN
REMOVE
36" RCP-IV
RCP-IV36" RCP-III18" 3GI24" 36" RCP-IV36" RCP-IVDI
INV=749.5
TOP=753.1
REMOVE HW
RETAIN
TB 2GI
FILL W/ FLOWABLE FILL
OF 36" RCP
REMOVE 47 FT
OF 36" RCP
REMOVE 47 FT
15" RCP-IVELBOWS15" HDPE W/2GI
15" RCP-IV
2GI
JB w/ MH
JB w/ MH
2GI
SEE DETAIL 17
FALSE SUMP+24.84EST. 5 SY GF
EST. 1 TONS
CLASS 'B' RIP-RAP
S =13.7%
EST 50 CY DDE
EST 170 SY GF
EST 124 TONS
CLASS I RAP RAP
SEE DETAIL 1
STANDARD 3' BASE DITCH
EST 48 CY DDE
SEE DETAIL 7
STANDARD 4' BASE DITCH
EST 202 SY GF
EST 91 TONS
CLASS 'B' RIP-RAP
SEE DETAIL 2
TOE PROTECTION
EST 50 TONS
CLASS I RAP RAP
SEE DETAIL 38
CHANNEL STABILIZATION
RETAIN
SEE DETAIL 17
FALSE SUMP
RETAIN
RETAIN
F F
F
F-L- 20-L- 25-L- 3002-L- Sta. 25+21.06 RT
-L-
GREU TL-3
PROP. SBG
BEGIN CONSTRUCTION
-L- Sta. 23+56.44 RT EXISTBEGIN PROJECT
WETLAND & STREAM IMPACTS
Site 1 SL
SURFACE WATER
TEMP. IMPACTS IN
CHANNEL STABILIZATION)
(CHANNEL CHANGE-
SURFACE WATER
IMPACTS IN
Submitted 3/2/2021
MTL
MTL MTL15" CMP
CONCSGCONC CONC
15" CMP
1SBKD
G
S
B
CO
NC
MTL
MTL MTLMTL15" CMP
CONC
1SBKD
G
1SFD
S
S
GR
15" CMP
GR24" RCP1SBKD
15" CMPCONC B KCONC
S
OIL
CONC
S
S 54" PVC
54" PVC
CONC
2SFD
S
S SCONCS
GR 48"
C
H
L48" CHL48" CHL72" C
HL
72" CHL
72
" CHL MTLDKWD WALLBK WALLBK WALLRAP
RIP
HOUSE
PUMP
BUS
1SBLK
GR
GR
S
WOODS
WOODS
WOODS
WOODS
WOODS
BST
CONC
BST
BST
BST
BST
BST
BST
BST
60" RCP
18" CMP
15" CMP
15" RCP15" RCP15"
R
C
P
15" RCP
12" RCP12" RCP
15" RCP15" RCP12" RCP96" C
MP
48" RCPCUL1CUL2CE1HW1CUL3CUL4CE2HW2BOX CUL
VE
RT
6'x10' CONC
48" RCP48" RCP48" RCP
10" WING WALLS
12" HEAD WALL
15" WING WALLS
15" HEAD WALLHEAD WALL15" BLOCK HEAD WALL10" CONCHEAD WALL10" CONC8'X7' CULVERTHW1 = 754.13'
CE1 = 746.63'
CUL 2 = 742.62'
CUL1 = 742.73'CUL1CE1CUL2HW1
|EOIEOI
ABAC LLC
VIRGINIA G VESTAL
JOHN L VESTAL AND WIFE,
WIFE CAROL F HOGAN
MITCHELL LEE HOGAN AND
KENNETH CECIL SMALL
KENNETH CECIL SMALL
BRENDA S BRANSON
S 28°02'26"
E
328.32'
S
53°51'57" E
52
.72
'S 84°31'46" E
302.11'
N 67°44'03" W
150.59'
S 83°36'41" E
69.22'
N 83°51'18" W
111.70'
JUDY M NEWSOME
AND WIFE
RALPH AMOS NEWSOME
EIP
EIP
EIP EIPEIP
EIP
EIP
60.00'60.00'EXISTING R/WEXISTING R/WEXIS TING R/WEXI STI NG R/WINACCESABLE
TOP = 780.45'bbHHb
b
b
b
EOI
EOI
EOI
EOI
SEPTIC
PRIVATE
2SFD
HTR
HTR
B
S
S
TRUSTEE
SATTERFIELD
TIMOTHY S
N
54°02
'35" W
251
.79
'N
54°09
'10" W
211
.93
'EIPJB
234.23'
POST
22
25
26
17
21
131
146
154
156
157
158
159
160
161
283
284
285
N
0
4
°
0
5'
5
7
" E3
1
0
.
5
0'
EIPEIPEIP OLD FARMER RD (SR-3255) BSTWESTSIDE CIR (SR-3255) BST36" CMP 18" RCP
1SFD
S
B
S
GR
S S
0
3°12'2
9"
E
4
9
1.9
7'N 26°55'47" E264.85'S 15°21'14" W318.90'N 13°16'35" E252.44'
GR
CONC
GR
GR
VIRGINIA G VESTAL
JOHN L VESTAL AND WIFE,
PROPERTIES, LLC
BRANSON-COLEMAN
ABAC LLC
ABAC LLC
VIRGINIA G VESTAL
JOHN L VESTAL AND WIFE,
WIFE CAROL F HOGAN
MITCHELL LEE HOGAN AND
KENNETH CECIL SMALL
KENNETH CECIL SMALL
BRENDA S BRANSON
S 28°02'26"
E
328.32'
S
53°51'57" E
52
.72
'S 84°31'46" E
302.11'
N 67°44'03" W
150.59'
S 83°36'41" E
69.22'
N 83°51'18" W
111.70'
JUDY M NEWSOME
AND WIFE
RALPH AMOS NEWSOME
EIP
EIP
EIP EIPEIP
EIP
EIP
60.00'60.00'EXISTING R/WEXISTING R/WEXIS TING R/WEXI STI NG R/WTRUSTEE
SATTERFIELD
TIMOTHY S
N
54°02
'35" W
251
.79
'N
54°09
'10" W
211
.93
'EIP234.23'N
0
4
°
0
5'
5
7
" E3
1
0
.
5
0'
EIPEIPEIP
S
0
3°12'2
9"
E
4
9
1.9
7'N 26°55'47" E264.85'S 15°21'14" W318.90'N 13°16'35" E252.44'
VIRGINIA G VESTAL
JOHN L VESTAL AND WIFE,
PROPERTIES, LLC
BRANSON-COLEMAN
ABAC LLC
S 28°02'26"
E
328.32'
S
53°51'57" E
52
.72
'S 84°31'46" E
302.11'
N 67°44'03" W
150.59'
S 83°36'41" E
69.22'
N 83°51'18" W
111.70'
EIP
EIP
EIP EIPEIP
EIP
EIP
N
54°02
'35" W
251
.79
'N
54°09
'10" W
211
.93
'EIP234.23'N
0
4
°
0
5'
5
7
" E3
1
0
.
5
0'
EIPEIPEIP
S
0
3°12'2
9"
E
4
9
1.9
7'N 26°55'47" E264.85'S 15°21'14" W318.90'N 13°16'35" E252.44'
S 28°02'26"
E
328.32'
S
53°51'57" E
52
.72
'S 84°31'46" E
302.11'
N 67°44'03" W
150.59'
S 83°36'41" E
69.22'
N 83°51'18" W
111.70'
EIP
EIP
EIP EIPEIP
EIP
EIP
N
54°02
'35" W
251
.79
'N
54°09
'10" W
211
.93
'EIP234.23'N
0
4
°
0
5'
5
7
" E3
1
0
.
5
0'
EIPEIPEIP
S
0
3°12'2
9"
E
4
9
1.9
7'N 26°55'47" E264.85'S 15°21'14" W318.90'N 13°16'35" E252.44'
S 28°02'26"
E
328.32'
S
53°51'57" E
52
.72
'S 84°31'46" E
302.11'
N 67°44'03" W
150.59'
S 83°36'41" E
69.22'
N 83°51'18" W
111.70'
EIP
EIP
EIP EIPEIP
EIP
EIP
N
54°02
'35" W
251
.79
'N
54°09
'10" W
211
.93
'EIP234.23'N
0
4
°
0
5'
5
7
" E3
1
0
.
5
0'
EIPEIPEIP
S
0
3°12'2
9"
E
4
9
1.9
7'N 26°55'47" E264.85'S 15°21'14" W318.90'N 13°16'35" E252.44'
16
17
18
19
21
20
14
15
14
20
CHORD FC
C
C
C
C
F
C F
F
F
F
F
F
F
FFFFCCCF
C
F
F
C
C F
F
C
F
C
F F
C
F F
C
C C
C
REMOVE
REMOVE
15"
15"18"
15"
REMOVE
RETAIN
RETAIN
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
15" RCP-III RETAIN15"REMOVERETAIN
REMOVEREMOVE
RETAINRETAIN
RETAIN
15"
SEE DETAIL 3
EST. 54 SY
EST. 24 TONS
CLASS 'B' RIP-RAP
TOE PROTECTION
3-54" RCP CULVERTS
DO NOT DISTURB EXISTING
SEE DETAIL 10
EST. 85 SY GF
EST. 50 TONS
CLASS II RIP-RAP
CHANNEL CHANGE
DI 9' x 8' RCBCSEE DETAIL 34
IMPROVEMENTS (DOWNSTREAM)
CULVERT CHANNEL
HW-SD
SEE DETAIL 12
EST. 6 SY GF
EST. 5 TONS
CLASS I RIP-RAP
HOLE STABILIZATION
BANK & SCOUR
RETAIN
RETAIN
RETAIN 24"(BURIED 1')
60"
15" RCP-IV24" RCP-III 18" RCP-IV SEE DETAIL 33
IMPROVEMENTS (UPSTREAM)
CULVERT CHANNEL
SEE DETAIL 3
EST. 31 SY GF
EST. 14 TONS
CLASS 'B' RIP-RAP
TOE PROTECTION
JB w/ MH
COLLAR AND EXTEND 24" RCP
2GI
2GI
EST. 7 SY GF
EST. 2 TONS
CLASS 'B' RIP-RAP
SEE DETAIL 14
EST. 23 SY GF
EST. 11 TONS
CLASS 'B' RIP-RAP
SPECIAL 2' LATERAL BASE DITCH
SEE DETAIL 14
EST. 84 SY GF
EST. 38 TONS
CLASS 'B' RIP-RAP
SPECIAL 2' LATERAL BASE DITCH
36" RCP-III
36" RCP-III
REMOVE REMOVE
REMOVEREMOVE
REMOVE
SEE DETAIL 9
'V' DITCH
SPECIAL LATERAL
SEE DETAIL 11
CHANNEL CHANGE
SEE DETAIL 12
EST. 11 SY GF
5EST. 8 TONS
CLASS I RIP-RAP
HOLE STABILIZATION
BANK & SCOUR
RETAIN
15"
RC
P-IV
TB DI
DI
MH
JB W/
18" HDPE -L- 55-L- 45-L- 50-L--Y5--Y4_REV-PROP. SBG
PROP. SBG
1'-6" C&G
1'-6" C&G
PROP. CONC. ISLANDS
50'
GRAPHIC SCALE
0'50'100'150'
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
LEGEND
SHEET 5 OF 19
PERMIT DRAWING
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
SHEET NO.PROJECT REFERENCE NO.
10/6/2020...\U-5813_HYD_PRM_PSH_07.dgnHNTB8/17/997U-5813
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.NAD
8
3/ NA
2
0
1
1
SEE SHEET 6MATCH LINE -L- 43+50SEE SHEET 8MATCH LINE -L- 55+50R/W SHEET NO.
44+00
45+00 46+00 47+00 48+00 49+00 50+00
51+00 52+00 53+00 54+00 55+00
10+0011+0012+0013+0014+0010+0011+0012+0013+00SK
SJ
SURFACE WATER
TEMP. IMPACTS IN
(9' X 8' RCBC)
SURFACE WATER
IMPACTS IN
SURFACE WATER
TEMP. IMPACTS IN
SURFACE WATER
TEMP. IMPACTS IN
WETLAND & STREAM IMPACTS
(STREAM RELOCATION)
SURFACE WATER
IMPACTS IN
Site 3SEE DETAIL 33
(BANK STABILIZATION)
SURFACE WATER
IMPACTS IN
SEE DETAIL 34
(BANK STABILIZATION)
SURFACE WATER
IMPACTS IN
Site 2
Site 3
Site 4
(STREAM RELOCATION)
SURFACE WATER
IMPACTS IN
(STREAM RELOCATION)
SURFACE WATER
IMPACTS IN
s
s s
s
ss
SJ
SH
Submitted 3/2/2021
MTL
MTL MTL15" CMP
CONCSGCONC CONC
15" CMP
1SBKD
G
S
B
CO
NC
MTL
MTL MTLMTL15" CMP
CONC
1SBKD
G
1SFD
S
S
GR
15" CMP
GR24" RCP1SBKD
15" CMPCONC B KCONC
S
OIL
CONC
S
S 54" PVC
54" PVC
CONC
2SFD
S
S SCONCS
GR 48"
C
H
L48" CHL48" CHL72" C
HL
72" CHL
72
" CHL MTLDKWD WALLBK WALLBK WALLRAP
RIP
HOUSE
PUMP
BUS
1SBLK
GR
GR
S
WOODS
WOODS
WOODS
WOODS
WOODS
BST
CONC
BST
BST
BST
BST
BST
BST
BST
60" RCP
18" CMP
15" CMP
15" RCP15" RCP15"
R
C
P
15" RCP
12" RCP12" RCP
15" RCP15" RCP12" RCP96" C
MP
48" RCPCUL1CUL2CE1HW1CUL3CUL4CE2HW2BOX CUL
VE
RT
6'x10' CONC
48" RCP48" RCP48" RCP
10" WING WALLS
12" HEAD WALL
15" WING WALLS
15" HEAD WALLHEAD WALL15" BLOCK HEAD WALL10" CONCHEAD WALL10" CONC8'X7' CULVERTHW1 = 754.13'
CE1 = 746.63'
CUL 2 = 742.62'
CUL1 = 742.73'CUL1CE1CUL2HW1
|EOIEOI
ABAC LLC
VIRGINIA G VESTAL
JOHN L VESTAL AND WIFE,
WIFE CAROL F HOGAN
MITCHELL LEE HOGAN AND
KENNETH CECIL SMALL
KENNETH CECIL SMALL
BRENDA S BRANSON
S 28°02'26"
E
328.32'
S
53°51'57" E
52
.72
'S 84°31'46" E
302.11'
N 67°44'03" W
150.59'
S 83°36'41" E
69.22'
N 83°51'18" W
111.70'
JUDY M NEWSOME
AND WIFE
RALPH AMOS NEWSOME
EIP
EIP
EIP EIPEIP
EIP
EIP
60.00'60.00'EXISTING R/WEXISTING R/WEXIS TING R/WEXI STI NG R/WINACCESABLE
TOP = 780.45'bbHHb
b
b
b
EOI
EOI
EOI
EOI
SEPTIC
PRIVATE
2SFD
HTR
HTR
B
S
S
TRUSTEE
SATTERFIELD
TIMOTHY S
N
54°02
'35" W
251
.79
'N
54°09
'10" W
211
.93
'EIPJB
234.23'
POST
22
25
26
17
21
131
146
154
156
157
158
159
160
161
283
284
285
N
0
4
°
0
5'
5
7
" E3
1
0
.
5
0'
EIPEIPEIP OLD FARMER RD (SR-3255) BSTWESTSIDE CIR (SR-3255) BST36" CMP 18" RCP
1SFD
S
B
S
GR
S S
0
3°12'2
9"
E
4
9
1.9
7'N 26°55'47" E264.85'S 15°21'14" W318.90'N 13°16'35" E252.44'
GR
CONC
GR
GR
VIRGINIA G VESTAL
JOHN L VESTAL AND WIFE,
PROPERTIES, LLC
BRANSON-COLEMAN
ABAC LLC
ABAC LLC
VIRGINIA G VESTAL
JOHN L VESTAL AND WIFE,
WIFE CAROL F HOGAN
MITCHELL LEE HOGAN AND
KENNETH CECIL SMALL
KENNETH CECIL SMALL
BRENDA S BRANSON
S 28°02'26"
E
328.32'
S
53°51'57" E
52
.72
'S 84°31'46" E
302.11'
N 67°44'03" W
150.59'
S 83°36'41" E
69.22'
N 83°51'18" W
111.70'
JUDY M NEWSOME
AND WIFE
RALPH AMOS NEWSOME
EIP
EIP
EIP EIPEIP
EIP
EIP
60.00'60.00'EXISTING R/WEXISTING R/WEXIS TING R/WEXI STI NG R/WTRUSTEE
SATTERFIELD
TIMOTHY S
N
54°02
'35" W
251
.79
'N
54°09
'10" W
211
.93
'EIP234.23'N
0
4
°
0
5'
5
7
" E3
1
0
.
5
0'
EIPEIPEIP
S
0
3°12'2
9"
E
4
9
1.9
7'N 26°55'47" E264.85'S 15°21'14" W318.90'N 13°16'35" E252.44'
VIRGINIA G VESTAL
JOHN L VESTAL AND WIFE,
PROPERTIES, LLC
BRANSON-COLEMAN
ABAC LLC
S 28°02'26"
E
328.32'
S
53°51'57" E
52
.72
'S 84°31'46" E
302.11'
N 67°44'03" W
150.59'
S 83°36'41" E
69.22'
N 83°51'18" W
111.70'
EIP
EIP
EIP EIPEIP
EIP
EIP
N
54°02
'35" W
251
.79
'N
54°09
'10" W
211
.93
'EIP234.23'N
0
4
°
0
5'
5
7
" E3
1
0
.
5
0'
EIPEIPEIP
S
0
3°12'2
9"
E
4
9
1.9
7'N 26°55'47" E264.85'S 15°21'14" W318.90'N 13°16'35" E252.44'
S 28°02'26"
E
328.32'
S
53°51'57" E
52
.72
'S 84°31'46" E
302.11'
N 67°44'03" W
150.59'
S 83°36'41" E
69.22'
N 83°51'18" W
111.70'
EIP
EIP
EIP EIPEIP
EIP
EIP
N
54°02
'35" W
251
.79
'N
54°09
'10" W
211
.93
'EIP234.23'N
0
4
°
0
5'
5
7
" E3
1
0
.
5
0'
EIPEIPEIP
S
0
3°12'2
9"
E
4
9
1.9
7'N 26°55'47" E264.85'S 15°21'14" W318.90'N 13°16'35" E252.44'
S 28°02'26"
E
328.32'
S
53°51'57" E
52
.72
'S 84°31'46" E
302.11'
N 67°44'03" W
150.59'
S 83°36'41" E
69.22'
N 83°51'18" W
111.70'
EIP
EIP
EIP EIPEIP
EIP
EIP
N
54°02
'35" W
251
.79
'N
54°09
'10" W
211
.93
'EIP234.23'N
0
4
°
0
5'
5
7
" E3
1
0
.
5
0'
EIPEIPEIP
S
0
3°12'2
9"
E
4
9
1.9
7'N 26°55'47" E264.85'S 15°21'14" W318.90'N 13°16'35" E252.44'
16
17
18
19
21
20
14
15
14
20
CHORD FC
C
C
C
C
F
C F
F
F
F
F
F
F
FFFFCCCF
C
F
F
C
C F
F
C
F
C
F F
C
F F
C
C C
C
REMOVE
REMOVE
15"
15"18"
15"
REMOVE
RETAIN
RETAIN
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
15" RCP-III RETAIN15"REMOVERETAIN
REMOVEREMOVE
RETAINRETAIN
RETAIN
15"
SEE DETAIL 3
EST. 54 SY
EST. 24 TONS
CLASS 'B' RIP-RAP
TOE PROTECTION
3-54" RCP CULVERTS
DO NOT DISTURB EXISTING
SEE DETAIL 10
EST. 85 SY GF
EST. 50 TONS
CLASS II RIP-RAP
CHANNEL CHANGE
DI 9' x 8' RCBCSEE DETAIL 34
IMPROVEMENTS (DOWNSTREAM)
CULVERT CHANNEL
HW-SD
SEE DETAIL 12
EST. 6 SY GF
EST. 5 TONS
CLASS I RIP-RAP
HOLE STABILIZATION
BANK & SCOUR
RETAIN
RETAIN
RETAIN 24"(BURIED 1')
60"
15" RCP-IV24" RCP-III 18" RCP-IV SEE DETAIL 33
IMPROVEMENTS (UPSTREAM)
CULVERT CHANNEL
SEE DETAIL 3
EST. 31 SY GF
EST. 14 TONS
CLASS 'B' RIP-RAP
TOE PROTECTION
JB w/ MH
COLLAR AND EXTEND 24" RCP
2GI
2GI
EST. 7 SY GF
EST. 2 TONS
CLASS 'B' RIP-RAP
SEE DETAIL 14
EST. 23 SY GF
EST. 11 TONS
CLASS 'B' RIP-RAP
SPECIAL 2' LATERAL BASE DITCH
SEE DETAIL 14
EST. 84 SY GF
EST. 38 TONS
CLASS 'B' RIP-RAP
SPECIAL 2' LATERAL BASE DITCH
36" RCP-III
36" RCP-III
REMOVE REMOVE
REMOVEREMOVE
REMOVE
SEE DETAIL 9
'V' DITCH
SPECIAL LATERAL
SEE DETAIL 11
CHANNEL CHANGE
SEE DETAIL 12
EST. 11 SY GF
5EST. 8 TONS
CLASS I RIP-RAP
HOLE STABILIZATION
BANK & SCOUR
RETAIN
15"
RC
P-IV
TB DI
DI
MH
JB W/
18" HDPE -L- 55-L- 45-L- 50-L--Y5--Y4_REV-PROP. SBG
PROP. SBG
1'-6" C&G
1'-6" C&G
PROP. CONC. ISLANDS
50'
GRAPHIC SCALE
0'50'100'150'
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
LEGEND
SHEET 6 OF 19
PERMIT DRAWING
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
SHEET NO.PROJECT REFERENCE NO.
10/6/2020...\U-5813_HYD_PRM_PSH_07.dgnHNTB8/17/997U-5813
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.NAD
8
3/ NA
2
0
1
1
SEE SHEET 6MATCH LINE -L- 43+50SEE SHEET 8MATCH LINE -L- 55+50R/W SHEET NO.
7
3
2
734734736736736738738
738
73
87407407
40740742742
7427
4
27447
4
4
744
744744744746746746746746746748748748
74
8748
7487487487487507507507507507527
5
2
75
2
752752752752754754754754754754754754756756756756756756756756756756756756758
758758758758758 758758
758758758
760760760760
760
762
762
762762762762762762764
764764764764764764764766766766766766
7667667667 68 768768768768768770770 772772772772772772772774774774
774774774774776776776776776776778778778778778778778
780780780782782
782782782782782782782784784
784784784784 784786786
786786786786786788788
788788788788788788
790790792792792792792792794
794
794794794794794794796796
796796796796796
796796798798
798798798798798798798798800
800
802
8
0
2
802802802802802
80
2
804804804804804804804804
806806806
80844+00
45+00 46+00 47+00 48+00 49+00 50+00
51+00 52+00 53+00 54+00 55+00
10+0011+0012+0013+0014+0010+0011+0012+0013+00SK
SJ
SURFACE WATER
TEMP. IMPACTS IN
(9' X 8' RCBC)
SURFACE WATER
IMPACTS IN
SURFACE WATER
TEMP. IMPACTS IN
SURFACE WATER
TEMP. IMPACTS IN
WETLAND & STREAM IMPACTS
(STREAM RELOCATION)
SURFACE WATER
IMPACTS IN
Site 3SEE DETAIL 33
(BANK STABILIZATION)
SURFACE WATER
IMPACTS IN
SEE DETAIL 34
(BANK STABILIZATION)
SURFACE WATER
IMPACTS IN
Site 2
Site 3
Site 4
(STREAM RELOCATION)
SURFACE WATER
IMPACTS IN
(STREAM RELOCATION)
SURFACE WATER
IMPACTS IN
s
s s
s
ss
SJ
SH
Submitted 3/2/2021
9/29/2020...\U-5813_HYD_PRM_PSH_07_PFL.dgnHNTBPROJ. REFERENCE NO.SHEET NO.6/23/16U-5813
SHEET 7 OF 19
PERMIT DRAWING
EAST OF I-73/I-74/US 220
FROM ASHEBORO BYPASS TO
US-64
PROJECT: U-5813
RANDOLPH COUNTY
740
750
760
770
730
0(-) 50(-) 100(-) 150 50 100 150
730
740
750
760
7700.54 SQ. MI. (349 ACRES)GENE ISOM HAS WORKED AT 1640 US-64 FOR 27 YEARS AND STATED THAT HE HAS NEVER SEEN USGS QUAD - ASHEBORO50
100
Q EL.= 750.4'
Q EL.= 752.1'
1.0' (MIN)
BURY INVERT
STREAM BED
EXISTING
NATURAL GROUND (LT)
NATURAL GROUND (RT)
LC
2.09:1 SKEW
2:1 NORMAL
2.17:1 SKEW
2:1 NORMAL
96" CMP CULVERT
REMOVE EXISTING
EXISTING DI
REMOVE
8'X7' RCBC CULVERT
REMOVE EXISTING
PROPOSED STREAMBED
1.0' (MIN)
BURY INVERT
SPECIAL DESIGN
REINFORCED CONCRETE HEADWALL
48" RCP
REMOVE 1 @8' X 7' RCBC, HT. CROWN TO BED = 24.2'; 96" CMP CONNECTED ON THE DS SIDEKENNETH CECIL SMALL
SPECIAL DESIGN
REINFORCED CONCRETE HEADWALL
SEE DETAIL C1
1' SILL AT ENTRANCE
SEE DETAIL C1
1' SILL AT EXIT
6" BEVELED ENTRANCE
CL STA -L- 53+99
1 @9' x 8' RCBC W/ 1' SILLS
GP ELEV. = 769.33
SKEW=75
N.W.S. EL. = 743.3'
SURVEY 1-10-19
BAFFLE
BAFFLE
L
SLOPE =2.20%
C EL.=740.33'
(DOWNSTREAM)
CULVERT CHANNEL IMPROVEMENTS
(UPSTREAM)
CULVERT CHANNEL IMPROVEMENTS
DETAIL C1
8'
9'
1'
SILL
2'
2'
(NOT TO SCALE)
PLAN VIEW 9/13
INLET AND OUTLET
SILLS AT
CHANNEL AND SILLS
SKEWED LOW FLOW
SINGLE BARREL CULVERT
SILL
SILL
GEWLAHT
TH
A
LW
EG12.4 FT. FROM US FACE OF PROPOSED CULVERT67.8 FT. FROM US FACE OF EXISTING CULVERT@SECTION 890.3
BAFFLE
ENGINEER.
5) NUMBER OF SILL/BAFFLES DETERMINED BY THE
ABOVE BANK FULL.
4) DO NOT SET ELEVATION OF HIGH SILL/BAFFLES
FLOW CHANNEL OF STREAM. (THALWEG)
MATCH STREAM BED ELEVATION IN LOW
3) TOP OF LOW FLOW SILLS/BAFFLES SHOULD
SEPARATELY AND ATTACHED BY DOWELS.
2) SILLS/BAFFLES ARE TO BE 1.0 FT. WIDE, CAST
AND MAY BE SUBJECT TO PERMIT CONDITIONS.
IS SUBJECT TO APPROVAL BY THE ENGINEER
SITE DURING CONSTRUCTION. NATIVE MATERIAL
FROM THE STREAM BED AT THE PROJECT
CONSISTS OF MATERIAL THAT IS EXCAVATED
LOW FLOW CHANNEL. NATIVE MATERIAL
IN THE CULVERT SHALL PROVIDE A CONTINUOUS
1) NATIVE MATERIAL BETWEEN SILLS/BAFFLES
*NOTES:
ON 55 FT CENTERS FROM DOWNSTREAM SILL
NUMBER OF BAFFLES = 2
Site 3
Submitted 3/2/2021
9/29/2020...\U-5813_HYD_PRM_PSH_07_PFL.dgnHNTBPROJ. REFERENCE NO.SHEET NO.6/23/16U-5813
SHEET 8 OF 19
PERMIT DRAWING
EAST OF I-73/I-74/US 220
FROM ASHEBORO BYPASS TO
US-64
PROJECT: U-5813
RANDOLPH COUNTY
740
750
760
770
730
0(-) 50(-) 100(-) 150 50 100 150
730
740
750
760
770
NATURAL GROUND (RT)
NATURAL GROUND (LT)(BURIED 1')
60" ALTERNATE PIPE
PROPOSED STREAMBED
1.0' (MIN)
BURY INVERT
60" RCP
REMOVE EXISTING
1.0' (MIN)
BURY INVERT
SURVEY 1-10-19
N.W.S. EL. = 745.14'
SLOPE =4.0%
Site 4
Submitted 3/2/2021
MTL MTL
15" CMP15" CMP
GR
GR
1SFD
1SFD
S
1SBKD
BKLTBST
S
S 54" CHL
54" CHL
18" RCP54" PVCBST
ISBKD
ISBKD ISBKD
S
S48" CHL48" CHLG
CONC
15" CMP
CONC
CONC
1SFD
CONC
CONC
1•SFD
S
S
DK
S
CONCBST15" CMP 15" CMP 15" CMP
CONC
GR
GR
GR
CONC
GAZEBO
GR
LT
LT
GAZEBO
W
MTL CAN BK WALLBK WALLWALL
BK
BLK WALLWALL
BK
WD WALLBL
K WAL
LCAN
MTL
BUS
1SBK
HOU
SE
PUM
P
BUS
1SMTL
CAN
MTL
HOUSE
PUMP
5
4"
C
HL CONCGR
GR
S72" PVCWOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
BST
CONC
BSTBST
CONC
CONC
BST
BST
18" RCP
18" RCP
24" RCP24" RCP15" RCP15" RCP 15" RCP48" RCP STRUCTURE
4" CONC 15" RCP
STRUCTURE
4" CONC 18" RCPINV = 823.51'
END
EOI
END
SAMRETH KEM
PROPERTIES, LLC
BRANSON-COLEMAN ACBC LLC
OSVELIA AGUIRRE GOMEZ
MEDINA AND WIFE,
LUIS ANTONIO MARTINEZ
SCHWARZ PROPERTIES, LLC
ABAC LLC
SHJ CAPITAL LLC
JONATHAN ERIC PHILLIPS
LORRANE C. BARNES
AND WIFE
LARRY BARNS JR,
BETTY J BURTON
AND WIFE,
DAVID L BURTON
MCELREATH
RUTH I
AND WIFE
MCELREATEH
ALVIN B
RUTH I MCELREATH
AND WIFE
ALVIN B MCELREATEH
DEBORAH W COLE
AND WIFE,
TYLER L COLE
EIP
EIP EIP EIP EIP
EIP
EIPEIP
EIP
EIP
EIP
EIPEIP
50.00'EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/Wb
b
bb
b
b
b
b36" RCP
US 64 BST
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
W/LTEIP EIP
EIP EIPWESTBURY DR (SR-1352) BSTROOSEVELT RD (SR-1426) BSTS
GR
CONC42" RCP
15" RCPCONC DR
S&G DRRET. WALLCONCSSAM REID DB 991 PG 609DB 1121 PG 786PB 13 PG 4560.00'
PROPERTIES, LLC
BRANSON-COLEMAN
TEP53
AXLE
KAREN I. DAVIS
AND WIFE
RODNEY D. DAVIS
ALVIS H. ADAMES
AND HUSBAND
OMAYRA ROBLES
P
B
7
P
G
5
3
(UN-OP
E
NE
D)HE
NRY ROADPARCEL NO.PARCEL OWNER DEED BOOK/PAGE
29
DOLLIE FRYER CRIDER
RICHARD DOSIER CRIDER AND WIFE,CAROL W BRUTONPROPERTIES, LLC
BRANSON-COLEMAN
ABAC LLC
JONATHAN ERIC PHILLIPS
DEBORAH W COLE
AND WIFE,
TYLER L COLE
EIP
EIP
EIPEIPEIP
PROPERTIES, LLC
BRANSON-COLEMAN
56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00
10+0011+0012+0010+0011+0012+0013+0020
21
22
24
23
26
27
29
30
31
28
25
100.00' LT
64.25' LT
+25.00 -L-
(NO CLAIM)
C
F
F C
F
F
F F
C
F
C C
C
C
C
C
C C
C
C
F
CC
C
F F
F
F
F
F
F
F
C
C
C
C CF
F
CCF
C
F
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
LEGEND
50'
GRAPHIC SCALE
0'50'100'150'
SHEET 9 OF 19
PERMIT DRAWING
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
SHEET NO.PROJECT REFERENCE NO.
11/20/2020...\U-5813_HYD_PRM_PSH_08.dgnHNTB8/17/998U-5813
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.NAD
8
3/ NA
2
0
1
1
SEE SHEET 7MATCH LINE -L- 55+50SEE SHEET 9MATCH LINE -L- 69+00R/W SHEET NO.75'75'15"15"15"15"
REMOVE
REMOVE
REMOVE
18"
REMOVE
REMOVE
REMOVE
REMOVE
REMOVEREMOVE
REMOVEREMOVE
REMOVE
REMOVE
24" RCP-III
REMOVESEE DETAIL 36
FALSE SUMP FS
36" RCP-III
SEE DETAIL 18
SPECIAL LATERAL V DITCH
SEE DETAIL 18
SPECIAL LATERAL V DITCH15"SEE DETAIL 3
EST. 66 SY
EST. 30 TONS
CLASS 'B' RIP-RAP
TOE PROTECTION
18" RCP-III
REMOVERETAINRETAINRETAIN
RETAIN
REMOVE
15" RCP-IV
SEE DETAIL 8
SPECIAL LATERAL 'V' DITCH
3GI
2
4
"15" RCP-IV24" RCP-III
JB w/ MH
SEE DETAIL 10
EST. 122 SY GF
EST. 72 TONS
CLASS II RIP-RAP
CHANNEL CHANGE
ELBOWS
24" HDPE W/
18" RCP-III
REMOVE15"
15" RCP-IV 15" RCP-IV 2GI-FG
DI
DI
DI
2GI 2GI
w/ MH
JB
SEE DETAIL 3
EST. 54 SY GF
EST. 25 TONS
CLASS 'B' RIP-RAP
TOE PROTECTION
EST. 38 SY GF
EST. 18 TONS
CLASS 'B' RIP-RAP
SEE DETAIL 24
SPECIAL LATERAL V DITCH
DOWNSTREAM END OF PIPE
LAST TWO JOINTS ON
RETAIN AND REPAIR
REMOVE
RETAINREMOVE
18" RCP-III
OF 36" RCP
REMOVE 36'
SEE DETAIL 39
RIP-RAP AT EMBANKMENT
EST. 7 SY GF
EST. 3 TONS
CLASS 'B' RIP-RAP
15" RCP-IV
2GI
W/ ELBOWS
15" HDPE
EST 120 CY
MATERIAL
W/ SUITABLE CHANNEL
BACKFILL EXISTING
SEE DETAIL 20
LATERAL 2' BASE DITCH
SEE DETAIL 16
EST. 28 SY GF
EST. 40 TONS
SPECIAL LATERAL 'V' DITCH -L- 60-L- 65-L-
-Y7-PROP. CONC. ISLANDS
PROP. CONC. ISLANDS
-Y6-
PROP. SBG
1'-6" C&G
1'-6" C&G
REMOVE
PROP. SBG
SHSite 4
SISite 5
SURFACE WATER
TEMP. IMPACTS IN
SURFACE WATER
TEMP. IMPACTS IN
WETLAND & STREAM IMPACTS
(STREAM RELOCATION)
SURFACE WATER
IMPACTS IN
SURFACE WATER
TEMP. IMPACTS IN
(RIPRAP AT EMBANKMENT)
SURFACE WATER
IMPACTS IN
Submitted 3/2/2021
750
75275
2
754
754754756
75675675
8
7587607
6
2
76276
4
764
764764766
76
67667667
6
8
7687
68
768768
7707727727
7
2 7747747
7
4
774
7747767767767767767787787
7
8
778
778780
780 78078078278278
2
782782782782784784784
7847847867867
86
786
786
7887887
8
8
788
788790790790790792792
7
9
2
792
792
792
792794794794794
7
9
4
7947
9
6
796
796796
796796796 796798798
798798
798798
798
79
8
798798 800800
80
2
802
80280
2
802
802
802802802
804804
804
8
0
4
80
4
804
8
0
480
4
804804
8
0
6
806
806806806 806806806806
80680880880880880880880
8
808810810
812812812
812812
8128128
1
4
814
814814
8
1
4
816
816
816816
816
81
8
818
81881
8
8
18
822
822
8228
2
2
82
4
824
8
2
4
824826 826826
826
82882
8
828
828830832 8328
3
2834834836836838 838
842 84
484
6
848 852
MTL MTL
15" CMP15" CMP
GR
GR
1SFD
1SFD
S
1SBKD
BKLTBST
S
S 54" CHL
54" CHL
18" RCP54" PVCBST
ISBKD
ISBKD ISBKD
S
S48" CHL48" CHLG
CONC
15" CMP
CONC
CONC
1SFD
CONC
CONC
1•SFD
S
S
DK
S
CONCBST15" CMP 15" CMP 15" CMP
CONC
GR
GR
GR
CONC
GAZEBO
GR
LT
LT
GAZEBO
W
MTL CAN BK WALLBK WALLWALL
BK
BLK WALLWALL
BK
WD WALLBL
K WAL
LCAN
MTL
BUS
1SBK
HOU
SE
PUM
P
BUS
1SMTL
CAN
MTL
HOUSE
PUMP
5
4"
C
HL CONCGR
GR
S72" PVCWOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
BST
CONC
BSTBST
CONC
CONC
BST
BST
18" RCP
18" RCP
24" RCP24" RCP15" RCP15" RCP 15" RCP48" RCP STRUCTURE
4" CONC 15" RCP
STRUCTURE
4" CONC 18" RCPINV = 823.51'
END
EOI
END
SAMRETH KEM
PROPERTIES, LLC
BRANSON-COLEMAN ACBC LLC
OSVELIA AGUIRRE GOMEZ
MEDINA AND WIFE,
LUIS ANTONIO MARTINEZ
SCHWARZ PROPERTIES, LLC
ABAC LLC
SHJ CAPITAL LLC
JONATHAN ERIC PHILLIPS
LORRANE C. BARNES
AND WIFE
LARRY BARNS JR,
BETTY J BURTON
AND WIFE,
DAVID L BURTON
MCELREATH
RUTH I
AND WIFE
MCELREATEH
ALVIN B
RUTH I MCELREATH
AND WIFE
ALVIN B MCELREATEH
DEBORAH W COLE
AND WIFE,
TYLER L COLE
EIP
EIP EIP EIP EIP
EIP
EIPEIP
EIP
EIP
EIP
EIPEIP
50.00'EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/Wb
b
bb
b
b
b
b36" RCP
US 64 BST
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
W/LTEIP EIP
EIP EIPWESTBURY DR (SR-1352) BSTROOSEVELT RD (SR-1426) BSTS
GR
CONC42" RCP
15" RCPCONC DR
S&G DRRET. WALLCONCSSAM REID DB 991 PG 609DB 1121 PG 786PB 13 PG 4560.00'
PROPERTIES, LLC
BRANSON-COLEMAN
TEP53
AXLE
KAREN I. DAVIS
AND WIFE
RODNEY D. DAVIS
ALVIS H. ADAMES
AND HUSBAND
OMAYRA ROBLES
P
B
7
P
G
5
3
(UN-OP
E
NE
D)HE
NRY ROADPARCEL NO.PARCEL OWNER DEED BOOK/PAGE
29
DOLLIE FRYER CRIDER
RICHARD DOSIER CRIDER AND WIFE,CAROL W BRUTONPROPERTIES, LLC
BRANSON-COLEMAN
ABAC LLC
JONATHAN ERIC PHILLIPS
DEBORAH W COLE
AND WIFE,
TYLER L COLE
EIP
EIP
EIPEIPEIP
PROPERTIES, LLC
BRANSON-COLEMAN
56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00
10+0011+0012+0010+0011+0012+0013+0020
21
22
24
23
26
27
29
30
31
28
25
100.00' LT
64.25' LT
+25.00 -L-
(NO CLAIM)
C
F
F C
F
F
F F
C
F
C C
C
C
C
C
C C
C
C
F
CC
C
F F
F
F
F
F
F
F
C
C
C
C CF
F
CCF
C
F
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
LEGEND
50'
GRAPHIC SCALE
0'50'100'150'
SHEET 10 OF 19
PERMIT DRAWING
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
SHEET NO.PROJECT REFERENCE NO.
11/20/2020...\U-5813_HYD_PRM_PSH_08.dgnHNTB8/17/998U-5813
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.NAD
8
3/ NA
2
0
1
1
SEE SHEET 7MATCH LINE -L- 55+50SEE SHEET 9MATCH LINE -L- 69+00R/W SHEET NO.75'75'15"15"15"15"
REMOVE
REMOVE
REMOVE
18"
REMOVE
REMOVE
REMOVE
REMOVE
REMOVEREMOVE
REMOVEREMOVE
REMOVE
REMOVE
24" RCP-III
REMOVESEE DETAIL 36
FALSE SUMP FS
36" RCP-III
SEE DETAIL 18
SPECIAL LATERAL V DITCH
SEE DETAIL 18
SPECIAL LATERAL V DITCH15"SEE DETAIL 3
EST. 66 SY
EST. 30 TONS
CLASS 'B' RIP-RAP
TOE PROTECTION
18" RCP-III
REMOVERETAINRETAINRETAIN
RETAIN
REMOVE
15" RCP-IV
SEE DETAIL 8
SPECIAL LATERAL 'V' DITCH
3GI
2
4
"15" RCP-IV24" RCP-III
JB w/ MH
SEE DETAIL 10
EST. 122 SY GF
EST. 72 TONS
CLASS II RIP-RAP
CHANNEL CHANGE
ELBOWS
24" HDPE W/
18" RCP-III
REMOVE15"
15" RCP-IV 15" RCP-IV 2GI-FG
DI
DI
DI
2GI 2GI
w/ MH
JB
SEE DETAIL 3
EST. 54 SY GF
EST. 25 TONS
CLASS 'B' RIP-RAP
TOE PROTECTION
EST. 38 SY GF
EST. 18 TONS
CLASS 'B' RIP-RAP
SEE DETAIL 24
SPECIAL LATERAL V DITCH
DOWNSTREAM END OF PIPE
LAST TWO JOINTS ON
RETAIN AND REPAIR
REMOVE
RETAINREMOVE
18" RCP-III
OF 36" RCP
REMOVE 36'
SEE DETAIL 39
RIP-RAP AT EMBANKMENT
EST. 7 SY GF
EST. 3 TONS
CLASS 'B' RIP-RAP
15" RCP-IV
2GI
W/ ELBOWS
15" HDPE
EST 120 CY
MATERIAL
W/ SUITABLE CHANNEL
BACKFILL EXISTING
SEE DETAIL 20
LATERAL 2' BASE DITCH
SEE DETAIL 16
EST. 28 SY GF
EST. 40 TONS
SPECIAL LATERAL 'V' DITCH -L- 60-L- 65-L-
-Y7-PROP. CONC. ISLANDS
PROP. CONC. ISLANDS
-Y6-
PROP. SBG
1'-6" C&G
1'-6" C&G
REMOVE
PROP. SBG
SHSite 4
SISite 5
SURFACE WATER
TEMP. IMPACTS IN
SURFACE WATER
TEMP. IMPACTS IN
WETLAND & STREAM IMPACTS
(STREAM RELOCATION)
SURFACE WATER
IMPACTS IN
SURFACE WATER
TEMP. IMPACTS IN
(RIPRAP AT EMBANKMENT)
SURFACE WATER
IMPACTS IN
Submitted 3/2/2021
v
vCONCCONCMTLMTL
MTLMTLMTLMTL
M
TL
MTL
MTL
M
TL
MTL
MTL
LTLTLTVACVACVACVACSCONC60" WW
SGRGR60" WWCONC
SS24" RCPSSOIL
1SFD1SFD
1SFD PUMPS
SDKHTRCEMDKSGRGRGR
GR
GRCONC
GRGRSSSSS72" WW
S
1SFD
1SBKD BSTBSTSCONCWALLBK & BLK1SFD
S
1SFD
2SBKD
1SFDCONC
18" RCP
SGR CONCGR1SFDSSGRGRBK WAL
L
CONC
GRGRCONC 48" CHLBSTBST
BSTS72" W
D72" WD48" WW
48" WW
48
" WW
DK
GRMTLBUS1SBKCANMTLCANMTLBUS1SBKHOUSEPUMPHOUSEPUMPBUS2SBLKPO
LEFLAG
R
A
PR
IP
HOUSEPUMPPOLEFLAGB
U
S1SM
TL
42" RCP
1SBKD
1SBKD
BSTCONC48" WWCONCCONC
1SBKFD
CONC
CONC
SSCONC48" WWMTL
48" WW
S
SSS48" WW
48" CHL CONCCONCCONC24" RCPMTL
1•SFD1SFD
BK
C
O
LUM
N
B
K
C
O
LU
M
N
SOIL & GR
CONC
48" WW
48" WWBUS2SMBUS
2SM
BUS2SMCANMTLBUS1SBKSGR S
S
S
S
S
WOODS
WOODSWOODSWOODSWOODSWOODS
W
OO
D
SW
OOD
SWOODS
WOOD
S
WOOD
S
WOOD
S
WOODS WOODSWOODSWOODSWOODS WOODS
WOODS
WOODS WOODS
8" VCP8" VCP 8" VCP8" VCP8" VCP8" VCP8" VCP8" VCP
8" VCP
8
" D
IP
CONCCONCCONCBSTBSTBST
BST
B
ST BSTBSTCONC
BSTBSTBSTB
STCONCBSTBSTBSTBSTBSTBSTCONC18" RCP4
2
"
R
C
P
30" RCP24" RCP24" RCP15" CMP15" CMP
18" RCP
18" RCP15" RCP15" RCP18" RCP18" RCP15" RCP15" RCP15" RCP 18" RCP15" RCP15" RCP 15" RCP18" RCP24" RCP15" CMP18" RCP
15" RCP15" RCP18" RCP18" RCP18" RCP18" RCP15" CMP15" RCP15" RCP18" RCP15" RCP15" CMP15" RCP15" RCP
15" RCP 15" RCPJB15" RCP
15 " RCP
15" RCP
18 " RCP
18" HDPE8" CONC HEADWALL24" RCP
15" RCP15" RCPPOSSIBLE BURRIED JUCNTION BOXTERMINUS UNKNOWN18
" RCP 15" RCP15" RCP15" RCP18" RCP 18" RCP
JUNCTION BOX
POSSIBLE BURRIED18" RCP15" RCP
30" RCP
18" CMP
15" RCP15" RCP15
" RCP15" RCPJUNCTION BOX
POSSIBLE BURRIED
JUNCTION BOXPOSSIBLE BURRIED
15" R
CP15" CMP15" RCP24" RCP24" RCP18" RCP15" RCP18" HDPE18" HDPE15" RCP
15" RCP
15" RCP
15" RCP
JUNCTION BOX
POTENTIAL BURRIED
15" RCP
HEAD
WALL
12
" BR
ICK
HEAD
WALL
8" CON
C HE
AD WALL
8" CONC
15" RCP 15" RCPUNKNOWNTERMINUS ncn
cncncc||4" STL. (PNG)n(SUSPENDED UNDER BRIDGE)GTSJOHN JOSEPH LOUISE
CLARISSA SPENCER
RICKEY E SPENCER AND WIFE,
ASHEBORO HOUSING AUTHORITY
NITA INVESTMENT CORP.
CHRISTOPHER BLAKE
CHAD DAVID WALKER
JANSON REID BROWN
GHSS LLCMARK E DAVIDSON
MARK E DAVIDSON
MONICA HURLEY
KRTD LLC
BARRY T BETTS
CALVIN GURNEY HUNT
GHSS LLC
NORMA KEELING KENNEDY
LINDA SUE KEELING
KIMBERLY LOCE STUMP
CAROL KEELING ROSE
WHITLEY FAMILY PROPERTIES LLC
BARBARA FUNKEY
JERRY RAY PAUL
BRENDA JOYCE STELLMAN
LEWIS GENE STELLMAN
WEST ASHEBORO CHURCH OF GOD
GRANTOR TRUST
LARRY W MCKENZIE
CHRISTY B MCKENZIE
AND WIFE
LARRY W MCKENZIE
GAIL C WALKER
AND WIFE
RICHARD C WALKER
CHAD D WALKER
TRUSTEES OF CHURCH OF GOD
NCDOT
NCDOT
EIPEIP
EIPEIPEIPEIP
EIPEIPEIPEIPEIPEIPEIPE
IPEIPEIPEIP
E
IP
EIPEIPEI
P60.00'EXISTING R/WEXISTING R/WEIPEIPEIPEIP
EIPEIPEIPE
IP
aIaaa
a
IH IbbbbaaHaHHHHHHabbaaaaa HI}bbaabHHa
aaaIHHHHHHHHHHHHHHHHHHHHHH}EOIENDEOI
EO
IEO
I18" RCP
EIP
15"
R
C
P
8" HDPE18" RCPASHEBORO CITY LIMITSASHEBORO CITY LIMITS
ASHEBORO CITY
LIMITS
30" C&GCONCNC-49/64 W DIXIE DR BSTNC-49/64 W DIXIE DR BST48" CONC
48" CONC
48" CONC
48" CONC
48" CONC
48" CONC
48" CONC
48" CONC
48" CONC
48" CONC
48" CONC
48" CONC
48" CONC
NC 220 BST
NC 220 BST
48" CONC
48" CONC
48" CONC
48" CONCUS 220
I-73/74 BST
US 220
I-73/74
BST NC-49/64 W DIXIE DR BSTNC-49/64 W DIXIE DR BSTUS 220 I-73/74 BST
US 220 I-73/74 BST
15" HDPE18" RCP
TERMINUS UNKNOWN
EIP
PROPERTIES LLC
THIRD CARTER
15" RCP 15" RCP
15
" RC
P 36" RCP36" RCP36" RCP36" RCP
TERMINUS UNKNOWN
EXISTING R/WEXISTING R/WEIPEIP
EIP12" RCPLTLTLT82221223227228230232233234235236240242238257245259250314
317
320
325
326329 331
332
336
339
EIPE
IP
E
IPE
IP
EIPSHERWOOD AVE (SR-1204) BSTBROOKWAY RD (SR-1450) BSTLEWALLEN
RD (SR
-1446
) BST844.77843.90837.44E
IP
E
IP
E
IP CONCBST1 S MTL BUS(STORAGE UNITS)1 S MTL BUS(STORAGE UNITS)1 S MTL BUS(STORAGE UNITS)PAVED PARKING AND DRIVEPAVED PARKING AND DRIVEPAVED PARKING AND DRIVEPARKING
PAVED 6' CHL 3 SBW6' CHL
3
SBW
6' MTLINDUSTRIES
KLAUSSNER FURNITURE
SREE KRISHNA, LLC
901 ASHEBORO INC
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
ESTATE HOLDING, LLC
CETWICH REAL CFFFFFFFFFFFFCFCCCCFCFCCFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFCCFCCCCCCFFCCCFFFFFCCCCFCCCFFCCCCCCCCCCCCCCCCFCCCCCCCCCFFFFCFCCFFCFFCCFFFFFCFFFFCCCCFFCC
C
CF
FCCF
F
F
F
F
CCC
FF
CCFFF
FFCCC
F
C
F
F
F
FCF
F
F
F
F
F
C
C
F
C
C
F
F
C FFFCCFFFFFCCFCCFCFFCFF
FFF
F
52
73
72
71
70
66
65
67
68
74
76
75
78
77
54
55
56
86
87
88
53
89
57
58
68.65' LT
+66.64 -Y-
87.37' LT
+42.26 -Y-
77.10' LT
+25.96 -Y-
69.57' LT
+98.04 -Y-
87.93' LT
+13.14 -Y-
60
67.59' LT
+37.81 -Y-
96
CHORD
69
51 -L
- 110
-L- 115
-RPA-
15-RPB- 15-RPBC- 15-RPC- 20-
RP
C- 15-RPD- 20-RPD- 15
-RPDA-
15-Y20- 40-Y20- 35-Y20- 30-Y20- 20-Y20- 15-L- 120
-L--Y17A
-
-RPC-
-LPC-
-LPA-
-RPD-
-RPDA--RPBC
--RPB--Y--Y- 30
1520 -Y- 40
-Y- 35
-Y19-
-Y17-
-Y17-
-RPA--LPC
- 15PROP. CONC. ISLANDS-L- 105TYPE-IIITYPE-IIITYPE-IIITYPE-III-Y20- 25PROP. CONC. ISLANDS-DRW03- 10SHEET 11 OF 19
PERMIT DRAWING
PLANS
0
GRAPHIC SCALE
50 2001001001/11/2021...\U-5813_HYD_PRM_PSH_12.dgnHNTBPLANS
GRAPHIC SCALE
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
SHEET NO.PROJECT REFERENCE NO.
6/2/99U-5813 12
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.NAD 83/ NA 2011SEE SHEET 11MATCH LI
NE -L- 106+00SEE SHEET 13
MATCH LINE -L- 120+50
A
B
C
D
A
SEE SHEET 15
MATCH LINE -Y- 44+00
SEE SHEET 11
MATCH LINE -Y- 29+25 SEE SH EET 11
-Y 19- 11+75
MA TC H LINE
NOTE:
1.) ALL DRIVEWAY RADII ARE 20' UNLESS OTHERWISE NOTED
R/W SHEET NO.
79.78' RT
+48.58
INV (SE) = 853.10INV (NE) = 853.74INV (N) = 853.79INV (NW) = 855.41RIM=866.26'INV (SE) = 825.17
'INV (NW) = 825.36'TOP = 829.07
'INV
(NE
) = 850
.28INV (SW
) = 850
.48'
TOP
= 855
.21'
;
;
;
;
;
;;;;;;;;;;;;;;;;;;;;;
;
;;;
;;;
;;;;;
;;;;
;;;;;;;
35'55'40'35'35'75'
55'
60'
CB-F
15" RCP-IV15" RCP-IV15" RCP-IV
18" RCP-IV
CB-G
CB-F
CB-G CB-G
CB-G
CB-F
CB-G
CB-G
30" RCP-IV
JB W/MH
CB-F
CB-G
CB-F
CB-G
CB-F
CB-F
CB-F
CB-G
15"
15" RCP-IV
15"
3
6" RCP-I
V15" RCP-IV15" RCP-IVCB-G
CB-G
CB-F
CB-F
CB-G
CB-G
CB-G
CB-F
CB-F
CB-E2GI
2GI
2GI
15" RCP-IV24" RCP-IV15" RCP-IV15" RCP-IV24" RCP-IVRETAI
NRETAINRETAINRETAIN
RETAINRETAIN
RETAINRETAINRETAINRETAINRETAINRETAIN
JB W/ MH
JB W/ MH
JB W/ MH REMOVERETAIN
REMOVEREMOVE
RE MOVE REMOVE15" RCP-IV
15
" RC
P
-IV
15" RCP-IV
CB-F CB-F
CB-G
CB-G
CB-F
CB-E
DIRETAINRETAIN
2GI
2GI
CB-E
CB-E
CB-F
CB-F
CB-E
CB-E
CB-F
CB-F
CB-F
ADJUST CB
ADJUST CB
2GI CB-G
RETAIN
REMOVE
RETAIN
RETAIN
15'' RCP-IV18'' RCP-IV15'' RCP-IV15'' RCP-IV15" RCP-IV15" RCP-IV15" RCP-IV
36
" RC
P
-IV
CB-F
CB-G
JB W/ MH
JB W/ MH
RC
P-IV15''
ADJUST CB RETAINRETAIN
CB-G
2GI
2GI
2GI
CB-E
18'' RCP-IV
15'' RCP-IV
REMOVE
15" RCP-IV
15" RCP-IV
REMOVE
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
EST. 5 SYGF
EST. 1 TONS
CLASS 'B' RIP-RAP
EST. 5 SYGF
EST. 1 TONS
CLASS 'B' RIP-RAP
EST. 7 SYGF
EST. 2 TONS
CLASS 'B' RIP-RAP
FLOWABLE FILL
FILL W/
REMOVE
REMOVE
REMOVE
RETAIN
15" RCP-IV
15" RCP-IV
FILL
FILL W/ FLOWABLE
RETAIN
15'' RCP-IV
15" RCP-IV
EST. 17 SYGF
EST. 7 TONS
CLASS '1' RIP-RAP
18'' HDPE
REMOVE 8' OF
RETAIN
RETAIN
15'' RCP-IV
36'' RCP-IV
15'' RCP-IV
EST. 7 SYGF
EST. 2 TONS
CLASS 'B' RIP-RAP
15'' RCP-IV
18'' RCP-IV
RETAIN RETAIN
RETAIN
SEE DETAIL 13
'V' DITCH
SPECIAL LATERAL
SEE DETAIL 13
'V' DITCH
SPECIAL LATERAL
15'' RCP-IV
CB-G
CB-G
CB-G15" RCP-IV
15
" RCP
-IV 15" RCP-IV15" RC
P
-IV
15'' RCP-IV
15'' RCP-IV
TB 2GI-FG
RETAIN
RETAIN
SEE DETAIL 13
'V' DITCH
SPECIAL LATERAL
24'' RCP-IV
18'' RCP-IV
FILL
FILL W/ FLOWABLE
15''
RETAINRETAIN
RETAINRETAIN
RETAINRETAIN
2GI
15'' RCP-IV
15
"-IV24" RCPSEE DETAIL 15
FALSE SUMP
SEE DETAIL 15
FALSE SUMP
15'' RCP-IV
24'' 15" RCP-IV15'' RCP-IV
REMOVEREMOVE
REMOVE
REMOVEREMOVE
RETAIN
REMOVEREMOVE REMOVEREMOVE
REMOVE
RETAIN
RETAIN
RETA
IN
RETAIN
R
E
T
AI
N
RETAINRETAIN ADJUST CB ADJUST CB
RETAIN
RETAIN
TO JB W/ MH
CONVERT CB
18" RCP-IV 15" RCP-IV15" RCP-IV15"
RCP-
I
V15"
EST. 7 SYGF
EST. 2 TONS
CLASS 'B' RIP-RAP
RCP-IV
30" 15''REMOVE
15'' RCP-IV
15'
'
RCP-IV15'' RCP-IV15'' RCP-IV
REMOVE
18
" RCP-
I
V2GI15" RCP-IVCB-G
JB
BLIND
15'' RCP-IVEXISTING DITCH
TIE INTO
2GI
2GI
OTCB
CB-F
CB-F
18'' RCP-IVCB-G
JB W/ MH
REMOVE 30" RC
P-IV
2GI
15'' RCP-IV
18'' RCP-IV
RETAIN
15"GT
D
CB-F GT
DGTD
18'' RCP-IV
15'' RCP-IV
GTD
RETAIN
RETAINRETAINRETAIN
RETAIN
RETAINRETAIN
SEE DETAIL 29
'V' DITCH
SPECIAL LATERAL
RETAIN
RETAINRETAINRETAIN
RETAINRETAINRETAIN
RETAINRETAINRETAINRETAINRETAIN
RETAIN
FILL
FILL W/ FLOWABLE
REMOVE
EST. 7 SYGF
EST. 2 TONS
CLASS 'B' RIP-RAP
RETAINSEE DETAIL 5
'V' DITCH
SPECIAL LATERAL
SEE DETAIL 5
'V' DITCH
SPECIAL LATERAL
SEE DETAIL 29
'V' DITCH
SPECIAL LATERAL
15" RCP-I
V2GI
TO BLIND JB
CONVERT DI
OF 36" RCP
REMOVE 49 LF
REMOVE
18'' RCP-IV
SEE DETAIL 37
W/ HINGE
SPECIAL CUT DITCH
SEE DETAIL 37
W/ HINGE
SPECIAL CUT DITCH
SEE DETAIL 37
W/ HINGE
SPECIAL CUT DITCH
18" RCP-IV
1
8"
R
C
P-I
V
18" RCP-IV
2GI
1
5"
CB
ADJUST
5
SEE DETAIL
'V' DITCH
LATERAL
SPECIAL
36" RCP-IV
36
" RC
P
-IV
3
6" RCP-I
VCB-E
RCP-IV36"
15
" RCP
-IV
EST. 10 SYGF
EST. 3 TONS
CLASS 'B' RIP-RAP
EST. 10 SYGF
EST. 3 TONS
CLASS 'B' RIP-RAP EST. 52 SYGF
EST. 37 TONS
CLASS I RIP-RAP
REMOVE FLOWABLE FILLFILL W/15"15"15''
1
8
"
36
" RC
P
-IIIREMOVE
REMOVE
TV INSPECT
RETAIN AND 24" RCP-
I
I
I
W
/ ELBOWS
36
" HD
PE
W/ ELBOWS
15" HDPE
W/ ELBOWS
18" HDPE
15" RCP-IV15" RCP-IV
15'' RCP-IV
15" RCP-IVREMOVE
REMOVEREMOVE
REMOVE
REMOVEREMOVE
REMOVE
REMOVEREMOVE
REMOVEREMOVEREMOVE
REMOVE
RCP-IV
15"
FS
DI
DI
DI
DI
DI
DI
DI
TB 2GI
TB 2GI
TB2GI
2GI
TB
DI
SEE DETAIL 2
EST 230 SY GF
EST 156 TONS
CLASS 'B' RIP-RAP
TOE PROTECTION
SEE DETAIL 2
EST 200 SY GF
EST 135 TONS
CLASS 'B' RIP-RAP
TOE PROTECTION
TB 2GI
TB2GI
SEE DETAIL 19
2' BASE DITCH
SPECIAL LATERAL
15" RCP-IV
EST. 245 SYGF
EST. 174 TONS
CLASS B RIP-RAP
SEE DETAIL 30
2' BASE DITCH
SPECIAL LATERAL
EST. 177 SYGF
EST. 80 TONS
CLASS B RIP-RAP
SEE DETAIL 14
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 2
EST 315 SY GF
EST 213 TONS
CLASS 'B' RIP-RAP
TOE PROTECTION
SEE D ETAIL 25
2' B A SE D ITCH
SPEC IAL LA TER A L
SEE DETAIL 25
2' BASE DITCH
SPECIAL LATERAL
EST. 543 SYGF
EST. 367 TONS
CLASS I RIP-RAP
SEE DETAIL 27
3' BASE DITCH
SPECIAL LATERAL
SEE DETAIL 19
2' BASE DITCH
SPECIAL LATERAL
EVOMERDI
REMOVE
SEE DETAIL 40
CHANNEL STABILIZATION
PIPE OUTLET
SEE DETAIL 31
STABILIZATION
PIPE OUTLET CHANNEL
RE
M
O
VE
SEE DETAIL 41
STABILIZATION
CHANNEL
PIPE OUTLET
TB 2GI
W/ ELBOWS
15" HDPE
SEE DETAIL 21
'V' DITCH
SPECIAL LATERAL
TB 2GI
W/ ELBOWS
30" HDPE
TRENCHLESS INSTALLATION30" WELDED STEEL PIPE2GI-D
SEE DETAIL 22
SPECIAL LATERAL VARIABLE BASE DITCHRETAIN
to JB
CONVERT CB
15'' RCP-IV
REMOVE SYSTEM
(NOT PART OF SYSTEM)
FLOWABLE FILL
FILL W/
EST. 253 SYGF
EST. 180 TONS
CLASS I RIP-RAP
SEE DETAIL 23
CHANNEL CHANGE
18"
EST. 51 SYGF
EST. 35 TONS
CLASS B RIP-RAP
SEE DETAIL 42
LATERAL 'V' DITCH
EST. 177 SYGF
EST. 80 TONS
CLASS B RIP-RAP
SEE DETAIL 14
2' BASE DITCH
SPECIAL LATERAL 106+00107+00108+00109+00110+00111+00112+00113+00114+00115+00116+00117+00118+00119+00120+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0010+00
11+00
12+00
1
3
+0
0
14+0015+0016+0017+0018+0019+0020+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0010+00
11
+
00
12+0013+0014+0015+0016+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0015+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
31+00
32+00
33+00
34+00
35+00
36+00
37+00
38+00
39+00
40+00
41+00
42+00
43+00
44+00
45+0010+0011+0012+0013+0014+0015+0016+0017+0010+00
11+00 12+00 13+00
14+00
15+00
16+00
17+00
18+00
19+00
10+00
11+
00
12+0013
+0
0
14
+
00
15
+
00
1
6
+0
0
17+0018+
00 10+0011+0012+0013+0014+0015+0016+00
17+00
18+00
1
9
+0
0
20+0021+0012+0013+0010+0011+0012+0013+0014+0015+00SE
SF
SA
Site 6
Site 7
Site 8
(STREAM RELOCATION)
SURFACE WATER
IMPACTS IN
(18" HDPE)
SURFACE WATER
IMPACTS IN
(36" HDPE)
SURFACE WATER
IMPACTS IN
WETLAND & STREAM IMPACTS
(CHANNEL CHANGE)
SURFACE WATER
IMPACTS IN (36" RCP-IV)
SURFACE WATER
IMPACTS IN
SURFACE WATER
TEMP. IMPACTS IN
SURFACE WATER
TEMP. IMPACTS IN
SURFACE WATER
TEMP. IMPACTS IN
SHEET 13 OF 19
DETAIL SHEET FOR SITE 6
SHEET 15 OF 19
DETAIL SHEET FOR SITE 7
SHEET 17 OF 19
DETAIL SHEET FOR SITE 8
SURFACE WATER
TEMP. IMPACTS IN
PIPE REMOVEAL)
(OUTLET PROTECTION AND
SURFACE WATER
TEMP. IMPACTS IN
Submitted 3/2/2021
796798798798798
800802802802802
802
802
802
802804804804
80480480480
4804
8048048
04
804804
806806806806
806806806806
806806806806
806806806
806808
808
808808808808808808808808
808
808808808808
808808
810810
810810810
810812
812
812812812812812
812812
812812 812812812812
812812814814
814814814814
814814814814814814814816
816816
816816816
81681681681681681681681
6
818818818
818818818
818
818818818818818818818818818818818818820820820820820820820820
822
822
822822822822822
822
822822822822822822822822822822822822822824
824824824824824824824
824
824824
824824824824824824824824824826
826
826
826826826826826
826826
826826826826826826826826826826826
826826 828828828
828828828
8
2
8
828
828828
828828828828828828 8288288288
2
8828
828
828828828828830830830
830830830
830830832832
832832832
83
2
832
832832832832832832832832832832832
832832 832832832832832832
834834834834834834834
834
834834834834834834834834834
83
4 8348348348
3
4 834834
834
834
834836836836836
836836
836
83683683683683683683683683683683683683
6 836836836836836836836836836836836838
838838
8388388388388388388388388388388388388388388388388
3
8 838838838838838
838838
838838840840840840840840840840
842842842842842842842842842842842842
842842
842 842842842842842842842842842842842842 842842844844 844844 844844844844844
84
4844
844
844844844844844844844844844844
844844844844
844844844844844846846846846
846
846846846846846846846846846846846846846846 846846846846
846
846846848848848848848848848848848848848848848848848848
848848848848848848848848
848 84884
8
848
848850850850850850850
85
0
85085085085285285285285
2 852852852852852852852852852852852 852852852852852854854854854854854 854854854854854854854854854854854 854854
854856856856856856856856856856856856856856856856856856856858858858858858858858858858858858858858858858858858858860860862862862862862862862862862862862864864864864864864864864864864866866866866866866866866866866868868868868868868868868868870870870 872872872872872872872872872872872872872872872874874874874874874874874874874876876876876876876876876876876878878878878878878
880880882882882882882882882884884884884884884886886886886886888888888888892892892892894894894894896896896898898900902v
vCONCCONCMTLMTL
MTLMTLMTLMTL
M
TL
MTL
MTL
M
TL
MTL
MTL
LTLTLTVACVACVACVACSCONC60" WW
SGRGR60" WWCONC
SS24" RCPSSOIL
1SFD1SFD
1SFD PUMPS
SDKHTRCEMDKSGRGRGR
GR
GRCONC
GRGRSSSSS72" WW
S
1SFD
1SBKD BSTBSTSCONCWALLBK & BLK1SFD
S
1SFD
2SBKD
1SFDCONC
18" RCP
SGR CONCGR1SFDSSGRGRBK WAL
L
CONC
GRGRCONC 48" CHLBSTBST
BSTS72" W
D72" WD48" WW
48" WW
48
" WW
DK
GRMTLBUS1SBKCANMTLCANMTLBUS1SBKHOUSEPUMPHOUSEPUMPBUS2SBLKPO
LEFLAG
R
A
PR
IP
HOUSEPUMPPOLEFLAGB
U
S1SM
TL
42" RCP
1SBKD
1SBKD
BSTCONC48" WWCONCCONC
1SBKFD
CONC
CONC
SSCONC48" WWMTL
48" WW
S
SSS48" WW
48" CHL CONCCONCCONC24" RCPMTL
1•SFD1SFD
BK
C
O
LUM
N
B
K
C
O
LU
M
N
SOIL & GR
CONC
48" WW
48" WWBUS2SMBUS
2SM
BUS2SMCANMTLBUS1SBKSGR S
S
S
S
S
WOODS
WOODSWOODSWOODSWOODSWOODS
W
OO
D
SW
OOD
SWOODS
WOOD
S
WOOD
S
WOOD
S
WOODS WOODSWOODSWOODSWOODS WOODS
WOODS
WOODS WOODS
8" VCP8" VCP 8" VCP8" VCP8" VCP8" VCP8" VCP8" VCP
8" VCP
8
" D
IP
CONCCONCCONCBSTBSTBST
BST
B
ST BSTBSTCONC
BSTBSTBSTB
STCONCBSTBSTBSTBSTBSTBSTCONC18" RCP4
2
"
R
C
P
30" RCP24" RCP24" RCP15" CMP15" CMP
18" RCP
18" RCP15" RCP15" RCP18" RCP18" RCP15" RCP15" RCP15" RCP 18" RCP15" RCP15" RCP 15" RCP18" RCP24" RCP15" CMP18" RCP
15" RCP15" RCP18" RCP18" RCP18" RCP18" RCP15" CMP15" RCP15" RCP18" RCP15" RCP15" CMP15" RCP15" RCP
15" RCP 15" RCPJB15" RCP
15 " RCP
15" RCP
18 " RCP
18" HDPE8" CONC HEADWALL24" RCP
15" RCP15" RCPPOSSIBLE BURRIED JUCNTION BOXTERMINUS UNKNOWN18
" RCP 15" RCP15" RCP15" RCP18" RCP 18" RCP
JUNCTION BOX
POSSIBLE BURRIED18" RCP15" RCP
30" RCP
18" CMP
15" RCP15" RCP15
" RCP15" RCPJUNCTION BOX
POSSIBLE BURRIED
JUNCTION BOXPOSSIBLE BURRIED
15" R
CP15" CMP15" RCP24" RCP24" RCP18" RCP15" RCP18" HDPE18" HDPE15" RCP
15" RCP
15" RCP
15" RCP
JUNCTION BOX
POTENTIAL BURRIED
15" RCP
HEAD
WALL
12
" BR
ICK
HEAD
WALL
8" CON
C HE
AD WALL
8" CONC
15" RCP 15" RCPUNKNOWNTERMINUS ncn
cncncc||4" STL. (PNG)n(SUSPENDED UNDER BRIDGE)GTSJOHN JOSEPH LOUISE
CLARISSA SPENCER
RICKEY E SPENCER AND WIFE,
ASHEBORO HOUSING AUTHORITY
NITA INVESTMENT CORP.
CHRISTOPHER BLAKE
CHAD DAVID WALKER
JANSON REID BROWN
GHSS LLCMARK E DAVIDSON
MARK E DAVIDSON
MONICA HURLEY
KRTD LLC
BARRY T BETTS
CALVIN GURNEY HUNT
GHSS LLC
NORMA KEELING KENNEDY
LINDA SUE KEELING
KIMBERLY LOCE STUMP
CAROL KEELING ROSE
WHITLEY FAMILY PROPERTIES LLC
BARBARA FUNKEY
JERRY RAY PAUL
BRENDA JOYCE STELLMAN
LEWIS GENE STELLMAN
WEST ASHEBORO CHURCH OF GOD
GRANTOR TRUST
LARRY W MCKENZIE
CHRISTY B MCKENZIE
AND WIFE
LARRY W MCKENZIE
GAIL C WALKER
AND WIFE
RICHARD C WALKER
CHAD D WALKER
TRUSTEES OF CHURCH OF GOD
NCDOT
NCDOT
EIPEIP
EIPEIPEIPEIP
EIPEIPEIPEIPEIPEIPEIPE
IPEIPEIPEIP
E
IP
EIPEIPEI
P60.00'EXISTING R/WEXISTING R/WEIPEIPEIPEIP
EIPEIPEIPE
IP
aIaaa
a
IH IbbbbaaHaHHHHHHabbaaaaa HI}bbaabHHa
aaaIHHHHHHHHHHHHHHHHHHHHHH}EOIENDEOI
EO
IEO
I18" RCP
EIP
15"
R
C
P
8" HDPE18" RCPASHEBORO CITY LIMITSASHEBORO CITY LIMITS
ASHEBORO CITY
LIMITS
30" C&GCONCNC-49/64 W DIXIE DR BSTNC-49/64 W DIXIE DR BST48" CONC
48" CONC
48" CONC
48" CONC
48" CONC
48" CONC
48" CONC
48" CONC
48" CONC
48" CONC
48" CONC
48" CONC
48" CONC
NC 220 BST
NC 220 BST
48" CONC
48" CONC
48" CONC
48" CONCUS 220
I-73/74 BST
US 220
I-73/74
BST NC-49/64 W DIXIE DR BSTNC-49/64 W DIXIE DR BSTUS 220 I-73/74 BST
US 220 I-73/74 BST
15" HDPE18" RCP
TERMINUS UNKNOWN
EIP
PROPERTIES LLC
THIRD CARTER
15" RCP 15" RCP
15
" RC
P 36" RCP36" RCP36" RCP36" RCP
TERMINUS UNKNOWN
EXISTING R/WEXISTING R/WEIPEIP
EIP12" RCPLTLTLT82221223227228230232233234235236240242238257245259250314
317
320
325
326329 331
332
336
339
EIPE
IP
E
IPE
IP
EIPSHERWOOD AVE (SR-1204) BSTBROOKWAY RD (SR-1450) BSTLEWALLEN
RD (SR
-1446
) BST844.77843.90837.44E
IP
E
IP
E
IP CONCBST1 S MTL BUS(STORAGE UNITS)1 S MTL BUS(STORAGE UNITS)1 S MTL BUS(STORAGE UNITS)PAVED PARKING AND DRIVEPAVED PARKING AND DRIVEPAVED PARKING AND DRIVEPARKING
PAVED 6' CHL 3 SBW6' CHL
3
SBW
6' MTLINDUSTRIES
KLAUSSNER FURNITURE
SREE KRISHNA, LLC
901 ASHEBORO INC
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
ESTATE HOLDING, LLC
CETWICH REAL CFFFFFFFFFFFFCFCCCCFCFCCFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFCCFCCCCCCFFCCCFFFFFCCCCFCCCFFCCCCCCCCCCCCCCCCFCCCCCCCCCFFFFCFCCFFCFFCCFFFFFCFFFFCCCCFFCC
C
CF
FCCF
F
F
F
F
CCC
FF
CCFFF
FFCCC
F
C
F
F
F
FCF
F
F
F
F
F
C
C
F
C
C
F
F
C FFFCCFFFFFCCFCCFCFFCFF
FFF
F
52
73
72
71
70
66
65
67
68
74
76
75
78
77
54
55
56
86
87
88
53
89
57
58
68.65' LT
+66.64 -Y-
87.37' LT
+42.26 -Y-
77.10' LT
+25.96 -Y-
69.57' LT
+98.04 -Y-
87.93' LT
+13.14 -Y-
60
67.59' LT
+37.81 -Y-
96
CHORD
69
51 -L
- 110
-L- 115
-RPA-
15-RPB- 15-RPBC- 15-RPC- 20-
RP
C- 15-RPD- 20-RPD- 15
-RPDA-
15-Y20- 40-Y20- 35-Y20- 30-Y20- 20-Y20- 15-L- 120
-L--Y17A
-
-RPC-
-LPC-
-LPA-
-RPD-
-RPDA--RPBC
--RPB--Y--Y- 30
1520 -Y- 40
-Y- 35
-Y19-
-Y17-
-Y17-
-RPA--LPC
- 15PROP. CONC. ISLANDS-L- 105TYPE-IIITYPE-IIITYPE-IIITYPE-III-Y20- 25PROP. CONC. ISLANDS-DRW03- 10SHEET 12 OF 19
PERMIT DRAWING
PLANS
0
GRAPHIC SCALE
50 2001001001/11/2021...\U-5813_HYD_PRM_PSH_12.dgnHNTBPLANS
GRAPHIC SCALE
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
SHEET NO.PROJECT REFERENCE NO.
6/2/99U-5813 12
NC License No: C-1554
Raleigh, North Carolina 27609
343 E. Six Forks Road, Suite 200
HNTB NORTH CAROLINA, P.C.NAD 83/ NA 2011SEE SHEET 11MATCH LI
NE -L- 106+00SEE SHEET 13
MATCH LINE -L- 120+50
A
B
C
D
A
SEE SHEET 15
MATCH LINE -Y- 44+00
SEE SHEET 11
MATCH LINE -Y- 29+25 SEE SH EET 11
-Y 19- 11+75
MA TC H LINE
NOTE:
1.) ALL DRIVEWAY RADII ARE 20' UNLESS OTHERWISE NOTED
R/W SHEET NO.
79.78' RT
+48.58
INV (SE) = 853.10INV (NE) = 853.74INV (N) = 853.79INV (NW) = 855.41RIM=866.26'INV (SE) = 825.17
'INV (NW) = 825.36'TOP = 829.07
'INV
(NE
) = 850
.28INV (SW
) = 850
.48'
TOP
= 855
.21'
;
;
;
;
;
;;;;;;;;;;;;;;;;;;;;;
;
;;;
;;;
;;;;;
;;;;
;;;;;;;
35'55'40'35'35'75'
55'
60'
CB-F
15" RCP-IV15" RCP-IV15" RCP-IV
18" RCP-IV
CB-G
CB-F
CB-G CB-G
CB-G
CB-F
CB-G
CB-G
30" RCP-IV
JB W/MH
CB-F
CB-G
CB-F
CB-G
CB-F
CB-F
CB-F
CB-G
15"
15" RCP-IV
15"
3
6" RCP-I
V15" RCP-IV15" RCP-IVCB-G
CB-G
CB-F
CB-F
CB-G
CB-G
CB-G
CB-F
CB-F
CB-E2GI
2GI
2GI
15" RCP-IV24" RCP-IV15" RCP-IV15" RCP-IV24" RCP-IVRETAI
NRETAINRETAINRETAIN
RETAINRETAIN
RETAINRETAINRETAINRETAINRETAINRETAIN
JB W/ MH
JB W/ MH
JB W/ MH REMOVERETAIN
REMOVEREMOVE
RE MOVE REMOVE15" RCP-IV
15
" RC
P
-IV
15" RCP-IV
CB-F CB-F
CB-G
CB-G
CB-F
CB-E
DIRETAINRETAIN
2GI
2GI
CB-E
CB-E
CB-F
CB-F
CB-E
CB-E
CB-F
CB-F
CB-F
ADJUST CB
ADJUST CB
2GI CB-G
RETAIN
REMOVE
RETAIN
RETAIN
15'' RCP-IV18'' RCP-IV15'' RCP-IV15'' RCP-IV15" RCP-IV15" RCP-IV15" RCP-IV
36
" RC
P
-IV
CB-F
CB-G
JB W/ MH
JB W/ MH
RC
P-IV15''
ADJUST CB RETAINRETAIN
CB-G
2GI
2GI
2GI
CB-E
18'' RCP-IV
15'' RCP-IV
REMOVE
15" RCP-IV
15" RCP-IV
REMOVE
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
EST. 5 SYGF
EST. 1 TONS
CLASS 'B' RIP-RAP
EST. 5 SYGF
EST. 1 TONS
CLASS 'B' RIP-RAP
EST. 7 SYGF
EST. 2 TONS
CLASS 'B' RIP-RAP
FLOWABLE FILL
FILL W/
REMOVE
REMOVE
REMOVE
RETAIN
15" RCP-IV
15" RCP-IV
FILL
FILL W/ FLOWABLE
RETAIN
15'' RCP-IV
15" RCP-IV
EST. 17 SYGF
EST. 7 TONS
CLASS '1' RIP-RAP
18'' HDPE
REMOVE 8' OF
RETAIN
RETAIN
15'' RCP-IV
36'' RCP-IV
15'' RCP-IV
EST. 7 SYGF
EST. 2 TONS
CLASS 'B' RIP-RAP
15'' RCP-IV
18'' RCP-IV
RETAIN RETAIN
RETAIN
SEE DETAIL 13
'V' DITCH
SPECIAL LATERAL
SEE DETAIL 13
'V' DITCH
SPECIAL LATERAL
15'' RCP-IV
CB-G
CB-G
CB-G15" RCP-IV
15
" RCP
-IV 15" RCP-IV15" RC
P
-IV
15'' RCP-IV
15'' RCP-IV
TB 2GI-FG
RETAIN
RETAIN
SEE DETAIL 13
'V' DITCH
SPECIAL LATERAL
24'' RCP-IV
18'' RCP-IV
FILL
FILL W/ FLOWABLE
15''
RETAINRETAIN
RETAINRETAIN
RETAINRETAIN
2GI
15'' RCP-IV
15
"-IV24" RCPSEE DETAIL 15
FALSE SUMP
SEE DETAIL 15
FALSE SUMP
15'' RCP-IV
24'' 15" RCP-IV15'' RCP-IV
REMOVEREMOVE
REMOVE
REMOVEREMOVE
RETAIN
REMOVEREMOVE REMOVEREMOVE
REMOVE
RETAIN
RETAIN
RETA
IN
RETAIN
R
E
T
AI
N
RETAINRETAIN ADJUST CB ADJUST CB
RETAIN
RETAIN
TO JB W/ MH
CONVERT CB
18" RCP-IV 15" RCP-IV15" RCP-IV15"
RCP-
I
V15"
EST. 7 SYGF
EST. 2 TONS
CLASS 'B' RIP-RAP
RCP-IV
30" 15''REMOVE
15'' RCP-IV
15'
'
RCP-IV15'' RCP-IV15'' RCP-IV
REMOVE
18
" RCP-
I
V2GI15" RCP-IVCB-G
JB
BLIND
15'' RCP-IVEXISTING DITCH
TIE INTO
2GI
2GI
OTCB
CB-F
CB-F
18'' RCP-IVCB-G
JB W/ MH
REMOVE 30" RC
P-IV
2GI
15'' RCP-IV
18'' RCP-IV
RETAIN
15"GT
D
CB-F GT
DGTD
18'' RCP-IV
15'' RCP-IV
GTD
RETAIN
RETAINRETAINRETAIN
RETAIN
RETAINRETAIN
SEE DETAIL 29
'V' DITCH
SPECIAL LATERAL
RETAIN
RETAINRETAINRETAIN
RETAINRETAINRETAIN
RETAINRETAINRETAINRETAINRETAIN
RETAIN
FILL
FILL W/ FLOWABLE
REMOVE
EST. 7 SYGF
EST. 2 TONS
CLASS 'B' RIP-RAP
RETAINSEE DETAIL 5
'V' DITCH
SPECIAL LATERAL
SEE DETAIL 5
'V' DITCH
SPECIAL LATERAL
SEE DETAIL 29
'V' DITCH
SPECIAL LATERAL
15" RCP-I
V2GI
TO BLIND JB
CONVERT DI
OF 36" RCP
REMOVE 49 LF
REMOVE
18'' RCP-IV
SEE DETAIL 37
W/ HINGE
SPECIAL CUT DITCH
SEE DETAIL 37
W/ HINGE
SPECIAL CUT DITCH
SEE DETAIL 37
W/ HINGE
SPECIAL CUT DITCH
18" RCP-IV
1
8"
R
C
P-I
V
18" RCP-IV
2GI
1
5"
CB
ADJUST
5
SEE DETAIL
'V' DITCH
LATERAL
SPECIAL
36" RCP-IV
36
" RC
P
-IV
3
6" RCP-I
VCB-E
RCP-IV36"
15
" RCP
-IV
EST. 10 SYGF
EST. 3 TONS
CLASS 'B' RIP-RAP
EST. 10 SYGF
EST. 3 TONS
CLASS 'B' RIP-RAP EST. 52 SYGF
EST. 37 TONS
CLASS I RIP-RAP
REMOVE FLOWABLE FILLFILL W/15"15"15''
1
8
"
36
" RC
P
-IIIREMOVE
REMOVE
TV INSPECT
RETAIN AND 24" RCP-
I
I
I
W
/ ELBOWS
36
" HD
PE
W/ ELBOWS
15" HDPE
W/ ELBOWS
18" HDPE
15" RCP-IV15" RCP-IV
15'' RCP-IV
15" RCP-IVREMOVE
REMOVEREMOVE
REMOVE
REMOVEREMOVE
REMOVE
REMOVEREMOVE
REMOVEREMOVEREMOVE
REMOVE
RCP-IV
15"
FS
DI
DI
DI
DI
DI
DI
DI
TB 2GI
TB 2GI
TB2GI
2GI
TB
DI
SEE DETAIL 2
EST 230 SY GF
EST 156 TONS
CLASS 'B' RIP-RAP
TOE PROTECTION
SEE DETAIL 2
EST 200 SY GF
EST 135 TONS
CLASS 'B' RIP-RAP
TOE PROTECTION
TB 2GI
TB2GI
SEE DETAIL 19
2' BASE DITCH
SPECIAL LATERAL
15" RCP-IV
EST. 245 SYGF
EST. 174 TONS
CLASS B RIP-RAP
SEE DETAIL 30
2' BASE DITCH
SPECIAL LATERAL
EST. 177 SYGF
EST. 80 TONS
CLASS B RIP-RAP
SEE DETAIL 14
SPECIAL LATERAL 2' BASE DITCH
SEE DETAIL 2
EST 315 SY GF
EST 213 TONS
CLASS 'B' RIP-RAP
TOE PROTECTION
SEE D ETAIL 25
2' B A SE D ITCH
SPEC IAL LA TER A L
SEE DETAIL 25
2' BASE DITCH
SPECIAL LATERAL
EST. 543 SYGF
EST. 367 TONS
CLASS I RIP-RAP
SEE DETAIL 27
3' BASE DITCH
SPECIAL LATERAL
SEE DETAIL 19
2' BASE DITCH
SPECIAL LATERAL
EVOMERDI
REMOVE
SEE DETAIL 40
CHANNEL STABILIZATION
PIPE OUTLET
SEE DETAIL 31
STABILIZATION
PIPE OUTLET CHANNEL
RE
M
O
VE
SEE DETAIL 41
STABILIZATION
CHANNEL
PIPE OUTLET
TB 2GI
W/ ELBOWS
15" HDPE
SEE DETAIL 21
'V' DITCH
SPECIAL LATERAL
TB 2GI
W/ ELBOWS
30" HDPE
TRENCHLESS INSTALLATION30" WELDED STEEL PIPE2GI-D
SEE DETAIL 22
SPECIAL LATERAL VARIABLE BASE DITCHRETAIN
to JB
CONVERT CB
15'' RCP-IV
REMOVE SYSTEM
(NOT PART OF SYSTEM)
FLOWABLE FILL
FILL W/
EST. 253 SYGF
EST. 180 TONS
CLASS I RIP-RAP
SEE DETAIL 23
CHANNEL CHANGE
18"
EST. 51 SYGF
EST. 35 TONS
CLASS B RIP-RAP
SEE DETAIL 42
LATERAL 'V' DITCH
EST. 177 SYGF
EST. 80 TONS
CLASS B RIP-RAP
SEE DETAIL 14
2' BASE DITCH
SPECIAL LATERAL 106+00107+00108+00109+00110+00111+00112+00113+00114+00115+00116+00117+00118+00119+00120+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0010+00
11+00
12+00
1
3
+0
0
14+0015+0016+0017+0018+0019+0020+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0010+00
11
+
00
12+0013+0014+0015+0016+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0015+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
31+00
32+00
33+00
34+00
35+00
36+00
37+00
38+00
39+00
40+00
41+00
42+00
43+00
44+00
45+0010+0011+0012+0013+0014+0015+0016+0017+0010+00
11+00 12+00 13+00
14+00
15+00
16+00
17+00
18+00
19+00
10+00
11+
00
12+0013
+0
0
14
+
00
15
+
00
1
6
+0
0
17+0018+
00 10+0011+0012+0013+0014+0015+0016+00
17+00
18+00
1
9
+0
0
20+0021+0012+0013+0010+0011+0012+0013+0014+0015+00SE
SF
SA
Site 6
Site 7
Site 8
(STREAM RELOCATION)
SURFACE WATER
IMPACTS IN
(18" HDPE)
SURFACE WATER
IMPACTS IN
(36" HDPE)
SURFACE WATER
IMPACTS IN
WETLAND & STREAM IMPACTS
(CHANNEL CHANGE)
SURFACE WATER
IMPACTS IN (36" RCP-IV)
SURFACE WATER
IMPACTS IN
SURFACE WATER
TEMP. IMPACTS IN
SURFACE WATER
TEMP. IMPACTS IN
SURFACE WATER
TEMP. IMPACTS IN
SHEET 13 OF 19
DETAIL SHEET FOR SITE 6
SHEET 15 OF 19
DETAIL SHEET FOR SITE 7
SHEET 17 OF 19
DETAIL SHEET FOR SITE 8
SURFACE WATER
TEMP. IMPACTS IN
PIPE REMOVEAL)
(OUTLET PROTECTION AND
SURFACE WATER
TEMP. IMPACTS IN
Submitted 3/2/2021
MTLMTLMTL60" WWCONC
S24" RCPPOSSIBLE BURRIED JUCNTION BOXTERMINUS UNKNOWN1
8
" RC
P 15" RCPJUNCTION BOXPOSSIBLE BURRIED
GRANTOR TRUST
LARRY W MCKENZIE
CHRISTY B MCKENZIE
AND WIFE
LARRY W MCKENZIE
18
" RC
P
NC-49/64 W DIXIE DR BSTEIP
EIPTRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
ESTATE HOLDING, LLC
CETWICH REAL FFFFFFFFF54
-RPC- 20-L--RPC-
-LPC-
GRAPHIC SCALE
0'50'100'150'50'
12
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
U-5813
SHEET 13 OF 19
PERMIT DRAWINGNAD 83/ NA 2011TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
LEGEND
;
;;;;;CB-G
CB-G
CB-F
2GI
15" RCP-IV15" RCP-IVCB-F
36
" RC
P
-IV
CB-G
JB W/ MH
JB W/ MH
REMOVE
15" RCP-IV
-IV24" RCPREMOVEREMOVE
RCP-IV
30" 18"
36
" RC
P
-IIIW
/ EL
BOW
S
36
" HD
PE
RCP-IV
15"
DI
DI
DI
DI
SEE DETAIL 2
EST 230 SY GF
EST 156 TONS
CLASS 'B' RIP-RAP
TOE PROTECTION
EVOMERREMOVE
SEE DETAIL 40
CHANNEL STABILIZATION
PIPE OUTLET
RE
MO
V
E
107+00108+00109+00110+00111+0015+0016+0017+0018+0017+0018+0019+0020+0021+00SESite 6
(36" HDPE)
SURFACE WATER
IMPACTS IN
WETLAND & STREAM IMPACTS
SURFACE WATER
TEMP. IMPACTS IN
PIPE REMOVAL)
(OUTLET PROTECTION AND
SURFACE WATER
TEMP. IMPACTS IN
Submitted 3/2/2021
812814816
816818818820822
822824824824826
826
826828828 828830832832
832834834836836
836838838840842842844
844846846846848848850852852852854854854854856856856856858858858858MTLMTLMTL60" WWCONC
S24" RCPPOSSIBLE BURRIED JUCNTION BOXTERMINUS UNKNOWN1
8
" RC
P 15" RCPJUNCTION BOXPOSSIBLE BURRIED
GRANTOR TRUST
LARRY W MCKENZIE
CHRISTY B MCKENZIE
AND WIFE
LARRY W MCKENZIE
18
" RC
P
NC-49/64 W DIXIE DR BSTEIP
EIPTRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
ESTATE HOLDING, LLC
CETWICH REAL FFFFFFFFF54
-RPC- 20-L--RPC-
-LPC-
GRAPHIC SCALE
0'50'100'150'50'
12
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
U-5813
SHEET 14 OF 19
PERMIT DRAWINGNAD 83/ NA 2011TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
LEGEND
;
;;;;;CB-G
CB-G
CB-F
2GI
15" RCP-IV15" RCP-IVCB-F
36
" RC
P
-IV
CB-G
JB W/ MH
JB W/ MH
REMOVE
15" RCP-IV
-IV24" RCPREMOVEREMOVE
RCP-IV
30" 18"
36
" RC
P
-IIIW
/ EL
BOW
S
36
" HD
PE
RCP-IV
15"
DI
DI
DI
DI
SEE DETAIL 2
EST 230 SY GF
EST 156 TONS
CLASS 'B' RIP-RAP
TOE PROTECTION
EVOMERREMOVE
SEE DETAIL 40
CHANNEL STABILIZATION
PIPE OUTLET
RE
MO
V
E
107+00108+00109+00110+00111+0015+0016+0017+0018+0017+0018+0019+0020+0021+00SESite 6
(36" HDPE)
SURFACE WATER
IMPACTS IN
WETLAND & STREAM IMPACTS
SURFACE WATER
TEMP. IMPACTS IN
PIPE REMOVAL)
(OUTLET PROTECTION AND
SURFACE WATER
TEMP. IMPACTS IN
Submitted 3/2/2021
v
vS
1SF
D
2SBKD
1SFD
SGRGRBK WAL
L
CONC
GRGRCONC BSTBSTDK
WOOD
S WOODSCONC
18" RCP4
2
"
R
C
P
18" RCP
15" RCP15" RCP18" RCP18" RCP18" RCP15" CMPMARK E DAVIDSON
GHSS
LLC
NORMA KEELING KENNEDY
LINDA SUE KEELING
KIMBERLY LOCE STUMP
CAROL KEELING ROSE
NCDOTEIPEIP
48" CONC
NC 220
BST
NC
220
BST
48" CONC
48" CONC
F
F
F
F
F
F
C
C
F
C
C
F
F
CHORD
-Y20- 20-RPA-
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
LEGEND
GRAPHIC SCALE
0'50'100'150'50'
12
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
U-5813
SHEET 15 OF 19
PERMIT DRAWINGNAD 83/ NA 2011RETAI
NRETAINRETAINRETAIN
RETAINRETAINRETAINJB W/ MH
JB W/ MH
JB W/ MH
RETAIN
RETAIN
RETAIN
EST. 5 SYGF
EST. 1 TONS
CLASS 'B' RIP-RAP
EST. 5 SYGF
EST. 1 TONS
CLASS 'B' RIP-RAP
RETAIN
15'' RCP-IV
EST. 7 SYGF
EST. 2 TONS
CLASS 'B' RIP-RAP
18" RCP-
I
V2GI
EST. 10 SYGF
EST. 3 TONS
CLASS 'B' RIP-RAP
FLOWABLE FILLFILL W/15''
TV INSPECT
RETAIN AND 24"
RCP-
I
I
I
W/ ELBOWS
15" HDPE
W/ ELBOWS
18" HDPE
2GI
TB
SEE DETAIL 31
STABILIZATION
PIPE OUTLET CHANNEL
EST. 51 SYGF
EST. 35 TONS
CLASS B RIP-RAP
SEE DETAIL 24
'V' DITCH
SPECIAL LATERAL
TB 2GI
W/ ELBOWS
15" HDPE
SEE DETAIL 42
'V' DITCH
SPECIAL LATERAL
TB 2GI
W/ ELBOWS
30" HDPE
TRENCHLESS INSTALLATION30" WELDED STEEL PIPE2GI-D
SEE DETAIL 22
SPECIAL LATERAL VARIABLE BASE DITCHRETAIN
to JB
CONVERT CB
(NOT PART OF SYSTEM)
FLOWABLE FILL
FILL W/
EST. 253 SYGF
EST. 180 TONS
CLASS I RIP-RAP
SEE DETAIL 23
CHANNEL CHANGE
17+00
18+00
19+00
20+00
21+00
22+00
23+00
11+00
12+00 13+00
14+00
15+00
16+00
17+00
10+00
11+0012+00SFSite 7
(STREAM RELOCATION)
SURFACE WATER
IMPACTS IN
(18" HDPE)
SURFACE WATER
IMPACTS IN
WETLAND & STREAM IMPACTS
SURFACE WATER
TEMP. IMPACTS IN
SURFACE WATER
TEMP. IMPACTS IN
(CHANNEL CHANGE)
SURFACE WATER
IMPACTS IN
Submitted 3/2/2021
818818818820820822822824824826826
8268288288
2
8
8308328328328348348
3
4836
836836836838838838838840842842842
842842842842844844844844
844
844844844846846846846
846
846848848848848850850852v
vS
1SF
D
2SBKD
1SFD
SGRGRBK WAL
L
CONC
GRGRCONC BSTBSTDK
WOOD
S WOODSCONC
18" RCP4
2
"
R
C
P
18" RCP
15" RCP15" RCP18" RCP18" RCP18" RCP15" CMPMARK E DAVIDSON
GHSS
LLC
NORMA KEELING KENNEDY
LINDA SUE KEELING
KIMBERLY LOCE STUMP
CAROL KEELING ROSE
NCDOTEIPEIP
48" CONC
NC 220
BST
NC
220
BST
48" CONC
48" CONC
F
F
F
F
F
F
C
C
F
C
C
F
F
CHORD
-Y20- 20-RPA-
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
LEGEND
GRAPHIC SCALE
0'50'100'150'50'
12
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
U-5813
SHEET 16 OF 19
PERMIT DRAWINGNAD 83/ NA 2011RETAI
NRETAINRETAINRETAIN
RETAINRETAINRETAINJB W/ MH
JB W/ MH
JB W/ MH
RETAIN
RETAIN
RETAIN
EST. 5 SYGF
EST. 1 TONS
CLASS 'B' RIP-RAP
EST. 5 SYGF
EST. 1 TONS
CLASS 'B' RIP-RAP
RETAIN
15'' RCP-IV
EST. 7 SYGF
EST. 2 TONS
CLASS 'B' RIP-RAP
18" RCP-
I
V2GI
EST. 10 SYGF
EST. 3 TONS
CLASS 'B' RIP-RAP
FLOWABLE FILLFILL W/15''
TV INSPECT
RETAIN AND 24"
RCP-
I
I
I
W/ ELBOWS
15" HDPE
W/ ELBOWS
18" HDPE
2GI
TB
SEE DETAIL 31
STABILIZATION
PIPE OUTLET CHANNEL
EST. 51 SYGF
EST. 35 TONS
CLASS B RIP-RAP
SEE DETAIL 24
'V' DITCH
SPECIAL LATERAL
TB 2GI
W/ ELBOWS
15" HDPE
SEE DETAIL 42
'V' DITCH
SPECIAL LATERAL
TB 2GI
W/ ELBOWS
30" HDPE
TRENCHLESS INSTALLATION30" WELDED STEEL PIPE2GI-D
SEE DETAIL 22
SPECIAL LATERAL VARIABLE BASE DITCHRETAIN
to JB
CONVERT CB
(NOT PART OF SYSTEM)
FLOWABLE FILL
FILL W/
EST. 253 SYGF
EST. 180 TONS
CLASS I RIP-RAP
SEE DETAIL 23
CHANNEL CHANGE
17+00
18+00
19+00
20+00
21+00
22+00
23+00
11+00
12+00 13+00
14+00
15+00
16+00
17+00
10+00
11+0012+00SFSite 7
(STREAM RELOCATION)
SURFACE WATER
IMPACTS IN
(18" HDPE)
SURFACE WATER
IMPACTS IN
WETLAND & STREAM IMPACTS
SURFACE WATER
TEMP. IMPACTS IN
SURFACE WATER
TEMP. IMPACTS IN
(CHANNEL CHANGE)
SURFACE WATER
IMPACTS IN
Submitted 3/2/2021
MTLCONCC
ON
C48" WWWOODS15" CMP15" RCPI
NV = 820.85'INV = 821.2118" HDPE18" HDPEI
NV = 818.89'
15" RCPEIPIEIPBSTSREE KRISHNA, LLC
FFFFFCCCCC57
-Y20- 35-RPD-
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
LEGEND
GRAPHIC SCALE
0'50'100'150'50'
12
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
U-5813
SHEET 17 OF 19
PERMIT DRAWINGNAD 83/ NA 2011D 30" RCP-IV
JB W/MH
36" RCP-I
VCB-E
EST. 30 SYGF
EST. 15 TONS
CLASS '1' RIP-RAP
EST. 17 SYGF
EST. 7 TONS
CLASS '1' RIP-RAP
18'' HDPE
REMOVE 8' OF
RETAIN
15'' RCP-IV30" RCP-I
V2GI
EST. 52 SYGF
EST. 37 TONS
CLASS I RIP-RAP
REMOVE
REMOVEREMOVE
REMOVE
EST. 543 SYGF
EST. 367 TONS
CLASS I RIP-RAP
SEE DETAIL 27
3' BASE DITCH
SPECIAL LATERAL
17+0018+0019+0020+00SASite 8
SURFACE WATER
TEMP. IMPACTS IN
WETLAND & STREAM IMPACTS
(36" RCP-IV)
SURFACE WATER
IMPACTS IN
Submitted 3/2/2021
8088108108
1
2
812812812812814814
814816
816816818
818818818820820822822822822
822822824824 824
824826826826 826826 828828828828
832834834834
MTLCONCC
ON
C48" WWWOODS15" CMP15" RCPI
NV = 820.85'INV = 821.2118" HDPE18" HDPEI
NV = 818.89'
15" RCPEIPIEIPBSTSREE KRISHNA, LLC
FFFFFCCCCC57
-Y20- 35-RPD-
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
LEGEND
GRAPHIC SCALE
0'50'100'150'50'
12
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
U-5813
SHEET 18 OF 19
PERMIT DRAWINGNAD 83/ NA 2011D 30" RCP-IV
JB W/MH
36" RCP-I
VCB-E
EST. 30 SYGF
EST. 15 TONS
CLASS '1' RIP-RAP
EST. 17 SYGF
EST. 7 TONS
CLASS '1' RIP-RAP
18'' HDPE
REMOVE 8' OF
RETAIN
15'' RCP-IV30" RCP-I
V2GI
EST. 52 SYGF
EST. 37 TONS
CLASS I RIP-RAP
REMOVE
REMOVEREMOVE
REMOVE
EST. 543 SYGF
EST. 367 TONS
CLASS I RIP-RAP
SEE DETAIL 27
3' BASE DITCH
SPECIAL LATERAL
17+0018+0019+0020+00SASite 8
SURFACE WATER
TEMP. IMPACTS IN
WETLAND & STREAM IMPACTS
(36" RCP-IV)
SURFACE WATER
IMPACTS IN
Submitted 3/2/2021
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Stream Name Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.Stream ID (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 UT to Cable Creek / SL -L- 25+91 to 26+52 RT Channel Stabilization < 0.01 < 0.01 52 10
2 UT to Cedar Fork Creek / SK -Y5- 10+82 to 11+91 LT Stream Relocation < 0.01 < 0.01 103 31
3 UT to Cedar Fork Creek / SJ -L- 53+47 to 53+66 LT Bank Stabilization < 0.01 < 0.01 14 5
3 UT to Cedar Fork Creek / SJ -L- 54+18 to 54+35 RT 9' X 8' RCBC < 0.01 53
3 UT to Cedar Fork Creek / SJ -L- 54+19 to 54+38 RT Bank Stabilization < 0.01 < 0.01 36 10
4 UT to Cedar Fork Creek / SH -L- 54+33 to 56+40 RT Stream Relocation 0.02 < 0.01 190 11
5 UT to Cedar Fork Creek / SI -Y7- 11+04 to 11+11 LT/RT Riprap at embankment < 0.01 < 0.01 5 20
6 UT to Little River / SE -RPC- 17+98 to 18+37 LT 36" HDPE < 0.01 < 0.01 19 23
7 UT to Cedar Fork Creek / SF -RPA- 13+66 to 14+04 LT 18" HDPE < 0.01 < 0.01 16 20
7 UT to Cedar Fork Creek / SF -RPA- 13+87 to 14+00 LT Channel Change < 0.01 < 0.01 12 10
7 UT to Cedar Fork Creek / SF -RPA- 14+02 to 15+22 LT Stream Relocation 0.01 120
8 UT to Little River / SA -RPD- 17+75 to 18+38 RT 36" RCP-IV < 0.01 < 0.01 55 17

TOTALS*: 0.068 0.014 675 157
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb SHEET 19 OF 19
WETLAND AND SURFACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Randolph County
U-5813
44385.1.3
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
10/6/2020

Submitted 3/2/2021