U4758_Permit Drawings_20240327

(Version 3.00; Released August 2021)
40251.1.1 TIP/Proj No:U-4758 County(ies):Guilford Page 1 of 3
TIP Number: Date:
Phone: Phone:
Email: Email:
County(ies):
CAMA County?
Yes
Design/Future: Year:2041 Existing:Year:
NCDOT in coordination with the City of High Point proposes the widening of SR 1818 / SR 1850 (Johnson Street / Sandy Ridge Road) from SR 1820 (Skeet Club Road) in City
of High Point to Interstate 40 (I-40 East) in Guilford County. Grass lined channels were used where possible and riprap outlet channels were utilized at project outfalls, if needed.
Three dry detention basins have been designed along the project cooridor to provide nurtient reduction and peak flow attenuation.
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
Two 11' lanes with grass shoulder.
37,100
Residential & Commercial
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Project Type:
1000 Birch Ridge Drive, Raleigh, NC 27610 (Delivery)Address:
General Project Information
U-475840251.1.1
Address:
3/27/2024
[phone]
Raleigh, NC 27606
Contractor / Designer:
[phone]
905 Jones Franklin Road
[e-mail]
GuilfordHigh Point
Project Built-Upon Area (ac.)
24,400
Four 12' lanes (2 lanes in each direction) with 4' bike lanes each direction, raised median,
and 5' sidewalks each side.
2021
[e-mail]
Annual Avg Daily Traffic (veh/hr/day):
Existing Site
Project Length (lin. miles or feet):
ac.ac.
City/Town:
67.0
Typical Cross Section Description:
Surrounding Land Use:
No
Wetlands within Project Limits?
23.0
4.492 miles
Project Description
Proposed Project
Cape FearRiver Basin(s):
Bryan Key
1582 Mail Service Center, Raleigh, NC 27699-1582 (Mail)
WBS Element:
Roadway WideningWBS Element:
Josh DaltonNCDOT Contact:
(Version 3.00; Released August 2021)
40251.1.1 TIP/Proj No.:U-4758 County(ies):Guilford Page 2 of 3
Aquatic T&E Species?No Comments:
Yes No
No
Aquatic T&E Species?No Comments:
No N/A
N/A
Aquatic T&E Species?No Comments:
No N/A
N/A
Buffer Rules in Effect:Randleman Lake
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?
West Fork Deep River NCDWR Stream Index No.:17-3-(0.3)
NCDWR Surface Water Classification for Water Body Primary Classification:
Fish Community Benthos
17-2-(0.3)
(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?
Other Stream Classification:
Supplemental Classification: NCDWR Surface Water Classification for Water Body Primary Classification:
Other Stream Classification:
Surface Water Body (3): East Fork Deep River NCDWR Stream Index No.:
Primary Classification: Water Supply IV (WS-IV)
Water Supply IV (WS-IV)
(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)
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/A
Impairments:
NRTR Stream ID: Buffer Rules in Effect:
Water Supply IV (WS-IV)
N/A
NRTR Stream ID:
Other Stream Classification:
Impairments:
Randleman Lake
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/A
Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)(If yes, provide justification in the General Project Narrative)
Impairments:Benthos
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
WBS Element:
Supplemental Classification:
Surface Water Body (2):
Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative)
NRTR Stream ID:Randleman Lake
Surface Water Body (1): West Fork Deep River (Oak Hollow Reservoir)NCDWR Stream Index No.:17-3-(0.7)
General Project Information
Supplemental Classification: CA
Waterbody Information
NCDWR Surface Water Classification for Water Body
(Version 3.00; Released August 2021)
40251.1.1 TIP/Proj No.:U-4758 County(ies):Guilford Page 3 of 3
Sheet
No.Line Station
Location
(LT,RT,CL)Latitude Longitude Surface Water Body
Drainage Area
(ac)
New Built-Upon
Area
(ac)
Volume Treated
(ac-ft)
8 L 59+05 RT 36.04683 -80.01313 (1)West Fork Deep River
(Oak Hollow Reservoir)3.3 2.9 0.2
16 L 170+83 LT 36.07367 -79.99906 (1)West Fork Deep River
(Oak Hollow Reservoir)6.1 4.3 0.19
22 Y29 33+00 LT 36.08767 -79.99583 (1)West Fork Deep River
(Oak Hollow Reservoir)5.3 1.6 0.276
Additional Comments
Yes
No
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Other Toolbox Best Management Practices
WBS Element:
Precipitation Depth
Treated over NBUA
(in)
BMP Associated
w/ Buffer Rules?BMP Type
0.87 NoDry Detention Basin
Dry Detention Basin
Dry Detention Basin
0.56
2.18
=
=
=
=
=
=MPH
ADT
ADT
T
V
=
=
=
=
=
%
%
MPH
ADT
ADT
FUNC CLASS =
0
0
0
PROFILE (HORIZONTAL)
DESIGN DATAGRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
0
00
CONTRACT:
PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
Prepared in the Office of:
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
TIP PROJECT:
LOCATION:
TYPE OF WORK:
ARTMEN
N
A
S
O H
DEP
T OF TRA SPORT
TION
TATE OF N RT
CAROLINA
FUNC CLASS =10
25 50 10050
25 50 100100
5 2010
D
NCDOT CONTACT:
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
K
REGIONAL TIER
=
URBAN ARTERIAL
%*
VICINITY MAP
4 5 6
7 8
9
10 11 12 13 14 15
16
17
18 19
20
21
22
23
24 25
27
U
-4758 GUILFORD COUNTY
U-4758
24,400
37,100
11
60
9
50
*TTST =4%DUAL=5%
END TIP PROJECT U-4758
BEGIN TIP PROJECT U-4758
-L- STA 13+41.52
-L1- STA 21+18.29
PONDHAVEN DR.
-Y2-
KNOX DR.
JOHN
-Y7-
DR.
ROSEMONT
-Y9-
POINT DR.
DAIRY
-Y16-
FARMERS MARKET
PIEDMONT TRIAD
-Y23-
-L- SR 1818 (JOHNSON ST.)
(SANDY RIDGE RD.)
SR 1850
-Y5-
DAIRY RD.)
(GALLIMORE
SR 1556
-Y15-
SERVICE RD.)
(NATIONAL
SR 1844
-Y17-
COMPLEX
STREET SPORTS
JOHNSON
-Y3-
(SANDY RIDGE RD.)
-L- SR 1850
(SANDY RIDGE RD.)
-L- SR 1850

(KENDALE RD.)
SR 1834
-Y8-
(SANDY CAMP RD.)
SR 1853
-Y12-
FARMS RD.)
(CLINARD
SR 1837
-Y13-
(ROSE HAVEN RD.)
SR 1916
-Y14-
(PARTRIDGE RD.)
SR 1978
-Y18-
(TYNER RD.)
SR 1845
-Y20-
(ENDICOTT RD.)
SR 1956
-Y24-
SPRING DR.)
(CEDAR
SR 1966
-Y4-
(JOE DR.)
SR 1877
-Y11-
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE CITY OF HIGH POINT.
2021
TOTAL LENGTH TIP PROJECT U-4758 = 4.492 MILES
LENGTH STRUCTURES TIP PROJECT U-4758 = 0.025 MILES
LENGTH ROADWAY TIP PROJECT U-4758 = 4.467 MILES

AND STRUCTURE
GRADING, DRAINAGE, PAVING, WIDENING, RESURFACING, SIGNALS,
2041
(ENDICOTT RD.)
SR 1956
-Y27-
FLYNT RD
-Y26-
TO I-74
TO I-40/US 421
RIVER
WEST FORK DEEP
See Sheet 1B For Conventional Symbols
See Sheet 1A For Index of Sheets
DECEMBER 17, 2021
(NORCROSS RD.)
SR 1849
-Y29-
CLINTON J. MORGAN, P.E
LAURA SUTTON, P.E
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SKEET CLUB RD.
SR 1820
(BAME RD.)
SR 1854
-Y10-
(TYNER LP.)
SR 1851
-Y21-
(TYNER LP.)
SR 1851
-Y19-
-L- STA. 54+57.38
BEGIN BRIDGE
-L- STA. 55+90.63
END BRIDGE
AVE.
LINKS
THE
-Y6-
Kendale Rd
Farms Rd
Clinard
Ridge Rd
Sandy
Johnson St
Dairy Rd
Gallimore
40
Boylston Rd
Rd
Bunker Hill
Skeet Club Rd
LIMITS
CITY
POINT
HIGH
421
NAD 83/ NA 2011
NC GRID
40251.1.1 PE

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 160
2018 STANDARD SPECIFICATIONS
RD.)
(NORCROSS
SR 1849
26
BRUCE B. PAYNE, P.E
DECEMBER 19, 2023
40251.2.1
40251.2.2
0710041
0710041
R/W
UTILITIES
0710025/0710041
SR 1820 (SKEET CLUB ROAD) TO SOUTH OF I-40 IN HIGH POINT
SR 1818 (JOHNSON STREET) / SR 1850 (SANDY RIDGE ROAD) FROM
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II .
PROPOSED SIGNAL
TR.
BLOOMINGTON
-Y30-
WESTMOTT PL.
-Y31-
RIGHT OF WAY PLANS
EXISTING SIGNAL
-L1- STA 10+60.00
-L- STA 238+71.37 =
(I-40)
-RPB-
(I-40)
-RPC-
S
S
Centurylink, Unk. S/T-Per Field Evidence/No Record Provided
Centurylink-Unk. S/T
Centurylink-Unk. S/T
Centurylink, Unk. S/T-Per Field Evidence/No Records Provided
S
S
Centurylink, Unk. S/T
Centurylink, Unk. S/T
Charter Communication, Unk. S/T
24" CMP
36" CMP
24" CMP
24" CMP
24" CMP
24"CMP
36" CMP
36" CMP
24" CMP
24" CMP
24" CMP
42" CMP
42" CMP
INV=940.39'
INV=939.64'
INV=939.85'
INV=934.68'
INV=928.25'
INV=924.84'
INV=924.69'
INV=924.82'
INV=923.48'
INV=923.47'
INV=920.16'
24" CMP
42" CMP
24" CMP
24" CMP
LT
LT
36" RCP
W/FES
36" CMP
36" CMP
W/FES
36" RCP INV=901.36'
INV=903.50'
SWITCH-BOX
ELECTRIC
SERVICE
SERVICE
SERVICE
IN CONDUIT
IN CONDUIT
IN CONDUIT
IN CONDUIT
IN CONDUIT
IN CONDUIT
IN CONDUIT
IN CONDUITIN CONDUIT
IN CONDUIT
IN CONDUIT
IN CONDUIT
IN CONDUIT
IN CONDUIT
IN CONDUIT
IN CONDUIT
36" RCP
FES
BEND
APPROX.INV=916.81'
3/4" PVC
3/4" PVC
EOI
EOI
POSTS IN GRAVEL PARKING LOT
TO UTILITY HOOK-UPS ON WD
POSSIBLE SERVICE LINE
UNKNOWN SIZE
DUCT BANK
STUB
S
UNKNOWNEND
30"HDPE FILLED W/ GRAVEL
4"HDPE (CAPPED) INSIDE
ABANDONED
30" HDPE
IN CONDUIT
IN CONDUIT
IN CONDUIT
S
S
SERVICE
IN CONDUIT
IN CONDUIT
IN CONDUIT
IN CONDUIT
IN CONDUIT
IN CONDUITIN CONDUIT
IN CONDUIT
INV=908.32'
24" CMP
INV=918.01'
INV=909.33'
INV=921.02'
24" CMP
Broadplex/Conterra-Unk. S/T
Centurylink, Unk. S/T-Per Field Evidence/No Record Provided
Unk. S/T
Charter Communications.,
CONC MEDIAN
CONC ISLAND
ENCOUNTERED
BOTTOM TH - ROCK
Elv. 845.09'
E 1698556.6647
N 833939.7031
TH 1
;;
;
;
;
;
;
;
;
;
;
;
NC GRID
NAD 83 NA 2011
END WOVEN WIRE FENCING55.50' LT
+32.00
LINES/TANKEXISTING SEPTIC
LINES/TANKEXISTING SEPTIC
LINES/TANK
EXISTING SEPTIC
LINES/TANK
EXISTING SEPTIC
(FIELD VERIFY)
LINES/TANK
EXISTING SEPTIC
APPROX. LOCATION
C
TIE TO EX. CLF
42.63' RT
+72.00 -RPB-
END CLF
B
65.60' LT
+86.08 -L1-
BEGIN CLF
143.12' RT+97.42
[208]
Deep River
Norfolk
.61
.29
.27
Lake
Hollow
Oak
WETLAND AND SURFACE WATER IMPACTS PERMIT
SITE 1
SITE 2
SHEET 1 OF 9
PERMIT DRAWING
3/27/2024DATE:
U-4758
PROJECT
BEGIN
U-4758
PROJECT
END
NAD 83/ NA 2011NC GRID
0 50'25'50'
SCALE: 1"=100'
100'
SHEET 2 OF 9
PERMIT DRAWING
3/27/2024DATE:
4U-4758
NOTE: SEE SHEET 28 FOR -L- PROFILE
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

3/27/2024
U4758_Hyd_prm_wet_psh_04.dgn
rhoward
8/17/99
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-L- STA 21+
00
MATCHLINE SEE SHEET 5
NAD 83/ 2011
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 160
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
EXISTING SIGNAL
DISK
DISK
DISK
DISK
DISK
NAIL
PK
NAIL
60d
DISK
DISKEIP
DISK
DISK
DISKDISK
DISK
DISK
DISK
DISK
DISK
DISK
DISK
CONC
CONC
CONC
DISK
CONC
CONC
NAIL
60d
DISK
NAIL
60d
CONC
CONC
CONC
CONC
CONC
DISK
CONC
DISK
DISK
DISK
DISK
DISKCONC
CONC
TOP=858.15'
CI
S
EIP
EIPEIP
N 88°50'20" E
291.54'
N 89°18'58" E
9.41'
N 08°36'44" W621.62'
EIP
66" RCP
N 69°23'16" E
611.71'
TIP #U-3615BREF STATE HWYPUE
TIP #U-3615B
REF STATE HWY
PUE
TIP #U-3615B
REF STATE HWY
DUE
TIP #U-3615B
REF STATE HWY
DUE
TIP #U-3615B
REF STATE HWY
PUE
TIP #U-3615B
REF STATE HWY
PUE
TIP #U-3615
REF STATE HWY
PDE
N 03°52'26" E
367.34'
15.00'
JOB NO: ENG-9800-WUR
REF CITY OF HIGH POINT
15'ELECTRIC EASEMENTLT
LT
LT
POLE W/CONC BASEMETAL TRANSMISSION
LT
LT
LT
POLE W/CONC BASE
METAL TRANSMISSION
POLE W/CONC BASE
METAL TRANSMISSION
18" C&G
18" C&G
18" C&G
18" C&G
BST
BST
BST
18" C&G 10" WD WALLRIP RAP
SIGN
18" C&G
18" C&G
BST
W/LT
W/LT
WOODS
WOODS
WOODS
CONC CONC
8' GR & SOIL
9' GR
CONC
1SBKD
36" CONC
RAMPS
WD
WELL
30" C&G
30" C&G
48" CONC
72" CONC
48" CONC
RIP RAP LINED CHANNEL
RIP RAP LINED CHANNEL
20' CONC HW
2SFD
24' BST
CONC
CONC
WD WALL
VAR. HT
WALL
8" BLK
WALL
12" BLK
48" BK
10' BST
WELL
EIP-EIP 13.33'
48" WW
15" RCPW/FES
DI
BK WALL
VAR. HT
12" HDPE
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
SR 1818 JOHNSON ST VAR BST
SR 1820 SKEET CLUB RD VAR BST
SR 1818 JOHNSON ST VAR BSTEXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
R/W VARIES
VARIES
VARIES
42.00'
VARIES
EXISTING R/W
EXISTING R/W
R/W VARIES
64.00'
8"VC
8"VC
8"VC
8"VC
8"VC
8"VC
HH
HH
W
PLUG
16" DI
12" DI
12" DI
16" DI
16" DI
6" DI
6" DI
6"DI
4" PL
6" PL
6" PL
4" PL
6" PL
6" PL
6" PL
6" PL
4" PL
4" PL
4" PL
4" PL
4" PL
4" PL
(OUT)
HIGH POINT CITY LIMITS (IN)
42.00'
REF PB 184 PG 137
15' UTILITY EASEMENT
15.00'
15.00'
REF PB 184 PG 137
BIORETENTION ACCESS EASEMENT
REF PB 184 PG 137
BIORETENTION ACCESS EASEMENT
DIOCESE OF CHARLOTTE, N.C.
BISHOP OF THE ROMAN CATHOLIC
WILLIAM G. CURLIN
ROBIN MICHELLE LONG
LEE VARRICK MOORE, JR.
TAMARA K. REGAN
HOWARD L. REGAN AND
GUY
GUY
POLE
GUY
SIG POLE
MTL
SIG POLE
MTL
W/LT
W/LT
W/LT
W/LT
LEOTERRA JOHNSON STREET LLC
60d NAIL
EXISTING R/W
EXISTING R/W
PROPERTY
HISTORIC
EXISTING R/W
EXISTING R/W
14' BST
SR 1820 SKEET CLUB RD VAR BST
N 89°16'00" E 978.92'
VARIES
EIP TO R/W 7.96'
60d NAIL
CMAP
95"x67"
HW
CONC
21'
R/W
EXISTING
WOODS
EXISTING R/W
EXISTING R/W
R/W
EXISTING
POLE
SIG
MTL
PAVED OVER
POLE
SIG
MTL
CB
CB
CB
CB
S
CBCB
60"CONC
CB
CB
60"CONC60"CONC
60"CONC
15" RCP
15" RCP
15" RCP
15" RCP
15" RCP
CBCB
RIP RAP
60"CONC
60"CONC
60"CONC
60"CONC
60"CONC
15" RCP
15" RCP
CB
CB
15" RCPCB
CB
18" RCP
CB
15" RCP
RAP
RIP
RAP
RIP
RAP
RIP
15" RCP
RIP RAP
MTL
MTL
MTL
MTL
TOP=859.04'
CB
INV=838.00'INV=836.83'
SIG
PED
SIG
PED
15" RCP
60"CONC
RCP15"
RAP
RIP
MTL
30" RCP
DI
15" RCP
RIP RAP
15" RCP
15" RCP
18" HDPE
24" RCP
24" RCP
15" RCP
CONC
15" RCP
MTL
MTL
UNKNOWN
END
30"HDPE FILLED W/ GRAVEL
4"HDPE (CAPPED) INSIDE
ABANDONED
23'BST
10'BST
SIG
PED
SIG
PED
30" HDPE
SIG
PED
CONC
HHT
CABINET
CHRISTOPHER SAMPSON
(OUT)
LIMITS (IN)
HIGH POINT CITY
09-20-23
AREA U/C
09-20-23
AREA U/C
09-20-23
AREA U/C
1
2
3
-L- Sta. 13+41.52
BEGIN TIP PROJECT U-4758
TIE TO TIP PROJECT U-3615B
-L-
-L- PC Sta. 18+85.65
-L- POT Sta. 10+00.00 -BL- 3
-BY- 101
10
15
CB
ADJ.
CB
CB
REMOVE
OF 15" RCP
REMOVE 16LF
CULVERTS
RETAIN
15" PIPE
REMOVE
REMOVE 15" PIPE
REMOVE CB
REMOVE CB
CB
DI
2GI
DI
REMOVE
REMOVE
REMOVE DI
CB
DI
DI
DI
CB CB
4:14:1
SPEC LAT V DITCH
Min. D=1.0 Ft.
(NOT TO SCALE)
FROM STA. 20+75 TO STA. 23+00 -L- RT
DETAIL 4-1
GROUND
NATURAL
CB
CB
SEE DETAIL 4-1
20+75 TO 23+00
SPEC LAT V DITCH
15"
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV15" RCP-IV
18" RCP-IV
15" RCP-IV
24" RCP-IV
24" RCP-IV
24" RCP-IV 15" RCP-IV
24" RCP-IV
TB 2GI
FL GR
TB 2GI
FL GR
15" RCP
RETAIN
CB
RETAIN
CB
RETAIN
15" RCP
RETAIN
15" RCP
RETAIN
15" RCP
RETAIN
15" RCP
RETAIN
18" RCP
RETAIN
15" RCP
RETAIN
15" RCP
60 LF OF
RETAIN
18" RCP
RETAIN
24" PIPE
RETAIN
18" PIPE
RETAIN
CB
RETAIN
CB
RETAIN
JB w/MH
RETAIN
DI
RETAIN
CB
RETAIN
CB
RETAIN
CB
RETAIN
CB
RETAIN
CB
RETAIN
24" PIPE
RETAIN
DITCH
DAYLIGHT
( Not to Scale)
LATERAL BASE DITCH
4:1 D
B
b
d
4:1 1"/Ft.
FROM STA. 15+00 TO STA. 16+00 -L- LT
DETAIL 4-2
b=5.0 Ft.
B=4.0 Ft.
Max. d=1.5 Ft.
Min. D=1.5 Ft.
*When B is < 6.0'
Type of Liner=Class B Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
SEE DETAIL 4-2
EST 324 SY GFD
EST 104 TONS
15+00 TO 16+00
w/ CL B RIPRAP
LAT 4' BASE DITCH
1.9 FPS
V10=
24 CFS
Q10=
RCP-IV
15"
RCP-IV
15"
TB 2GI
FL GR
(SP. DTL.)
(SP. DTL.)
18" RCP-IV
18" RCP-IV
FOR ENLARGEMENT
SHEET 4 OF 9
SEE PERMIT DRAWING
SITE 1
TS
TS
HC
HC HC HAND CLEARING
TS TS TEMPORARY SURFACE WATER IMPACTS
C
C
CF
F
C
C
F
F
F
F
F
F
F
F
F
C
C
0 50'25'50'
SCALE: 1"=100'
100'
SHEET 3 OF 9
PERMIT DRAWING
3/27/2024DATE:
1
2
3
4U-4758
NOTE: SEE SHEET 28 FOR -L- PROFILE
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

3/27/2024
U4758_Hyd_prm_wet_psh_04a_con.dgn
rhoward
8/17/99
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-L- STA 21+
00
MATCHLINE SEE SHEET 5
NAD 83/ 2011
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 160
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
EXISTING SIGNAL
834
835
836
836
837
837
837
838
838
838
838
838
839
839
839
839
839
839
839
839
839
839
840
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844
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845
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846
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847
847
847
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847
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847
848
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848
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848
848
848
848
848
849
849
849
849
849
849
849
849
849
849
849
850
850
850
850
850
850
850
850
850
850
850
851
851
851
851
851
851
851
851
851
851
851
852
852
852
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852
852
852
852
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852
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853
853
853
853
853
853
853
853
853
854
854
854
854
854
854
854
854
854
854
854
854
855
855
855
855
855
855
855
855
855
855
855
856
856
856
856
856
856
856
856
856
856
856
857
857
857
857
857
857
857
857
857
857
858
858
858
858
858
858
858 858
858
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859
859
859
859
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860
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860
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860
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861
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861
861
861
861
861
862
862
862
862
862
862
862
862
862
863
863
863
863
863
863
863
863
863
864
864
864
864
864
864
864
864
864
864
864
865
865
865
865
865
865
865
865
865
865
865
865
866
866
866
866
866
866
866
866
866
866
866
866
866
866
867
867
867
867
867
867
867
867
867
867
867
867
867
867
867
868
868
868
868
868
868
868
868
868
868
868
868
868
868
869
869
869
869
869
869
869 869
869
870
870
870
870
870
870
870
870
870
870
871
871
871
871
871
872
872
872
872
872
873
873
873
874
874
874
875
875
876
877 878
879
880
880
880
881
882
883
DISK
DISK
DISK
DISK
DISK
NAIL
PK
NAIL
60d
DISK
DISKEIP
DISK
DISK
DISKDISK
DISK
DISK
DISK
DISK
DISK
DISK
DISK
CONC
CONC
CONC
DISK
CONC
CONC
NAIL
60d
DISK
NAIL
60d
CONC
CONC
CONC
CONC
CONC
DISK
CONC
DISK
DISK
DISK
DISK
DISKCONC
CONC
TOP=858.15'
CI
S
EIP
EIPEIP
N 88°50'20" E
291.54'
N 89°18'58" E
9.41'
N 08°36'44" W621.62'
EIP
66" RCP
N 69°23'16" E
611.71'
TIP #U-3615BREF STATE HWYPUE
TIP #U-3615B
REF STATE HWY
PUE
TIP #U-3615B
REF STATE HWY
DUE
TIP #U-3615B
REF STATE HWY
DUE
TIP #U-3615B
REF STATE HWY
PUE
TIP #U-3615B
REF STATE HWY
PUE
TIP #U-3615
REF STATE HWY
PDE
N 03°52'26" E
367.34'
15.00'
JOB NO: ENG-9800-WUR
REF CITY OF HIGH POINT
15'ELECTRIC EASEMENTLT
LT
LT
POLE W/CONC BASEMETAL TRANSMISSION
LT
LT
LT
POLE W/CONC BASE
METAL TRANSMISSION
POLE W/CONC BASE
METAL TRANSMISSION
18" C&G
18" C&G
18" C&G
18" C&G
BST
BST
BST
18" C&G 10" WD WALLRIP RAP
SIGN
18" C&G
18" C&G
BST
W/LT
W/LT
WOODS
WOODS
WOODS
CONC CONC
8' GR & SOIL
9' GR
CONC
1SBKD
36" CONC
RAMPS
WD
WELL
30" C&G
30" C&G
48" CONC
72" CONC
48" CONC
RIP RAP LINED CHANNEL
RIP RAP LINED CHANNEL
20' CONC HW
2SFD
24' BST
CONC
CONC
WD WALL
VAR. HT
WALL
8" BLK
WALL
12" BLK
48" BK
10' BST
WELL
EIP-EIP 13.33'
48" WW
15" RCPW/FES
DI
BK WALL
VAR. HT
12" HDPE
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
SR 1818 JOHNSON ST VAR BST
SR 1820 SKEET CLUB RD VAR BST
SR 1818 JOHNSON ST VAR BSTEXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
R/W VARIES
VARIES
VARIES
42.00'
VARIES
EXISTING R/W
EXISTING R/W
R/W VARIES
64.00'
8"VC
8"VC
8"VC
8"VC
8"VC
8"VC
HH
HH
W
PLUG
16" DI
12" DI
12" DI
16" DI
16" DI
6" DI
6" DI
6"DI
4" PL
6" PL
6" PL
4" PL
6" PL
6" PL
6" PL
6" PL
4" PL
4" PL
4" PL
4" PL
4" PL
4" PL
(OUT)
HIGH POINT CITY LIMITS (IN)
42.00'
REF PB 184 PG 137
15' UTILITY EASEMENT
15.00'
15.00'
REF PB 184 PG 137
BIORETENTION ACCESS EASEMENT
REF PB 184 PG 137
BIORETENTION ACCESS EASEMENT
DIOCESE OF CHARLOTTE, N.C.
BISHOP OF THE ROMAN CATHOLIC
WILLIAM G. CURLIN
ROBIN MICHELLE LONG
LEE VARRICK MOORE, JR.
TAMARA K. REGAN
HOWARD L. REGAN AND
GUY
GUY
POLE
GUY
SIG POLE
MTL
SIG POLE
MTL
W/LT
W/LT
W/LT
W/LT
LEOTERRA JOHNSON STREET LLC
60d NAIL
EXISTING R/W
EXISTING R/W
PROPERTY
HISTORIC
EXISTING R/W
EXISTING R/W
14' BST
SR 1820 SKEET CLUB RD VAR BST
N 89°16'00" E 978.92'
VARIES
EIP TO R/W 7.96'
60d NAIL
CMAP
95"x67"
HW
CONC
21'
R/W
EXISTING
WOODS
EXISTING R/W
EXISTING R/W
R/W
EXISTING
POLE
SIG
MTL
PAVED OVER
POLE
SIG
MTL
CB
CB
CB
CB
S
CBCB
60"CONC
CB
CB
60"CONC60"CONC
60"CONC
15" RCP
15" RCP
15" RCP
15" RCP
15" RCP
CBCB
RIP RAP
60"CONC
60"CONC
60"CONC
60"CONC
60"CONC
15" RCP
15" RCP
CB
CB
15" RCPCB
CB
18" RCP
CB
15" RCP
RAP
RIP
RAP
RIP
RAP
RIP
15" RCP
RIP RAP
MTL
MTL
MTL
MTL
TOP=859.04'
CB
INV=838.00'INV=836.83'
SIG
PED
SIG
PED
15" RCP
60"CONC
RCP15"
RAP
RIP
MTL
30" RCP
DI
15" RCP
RIP RAP
15" RCP
15" RCP
18" HDPE
24" RCP
24" RCP
15" RCP
CONC
15" RCP
MTL
MTL
UNKNOWN
END
30"HDPE FILLED W/ GRAVEL
4"HDPE (CAPPED) INSIDE
ABANDONED
23'BST
10'BST
SIG
PED
SIG
PED
30" HDPE
SIG
PED
CONC
HHT
CABINET
CHRISTOPHER SAMPSON
(OUT)
LIMITS (IN)
HIGH POINT CITY
09-20-23
AREA U/C
09-20-23
AREA U/C
09-20-23
AREA U/C
-L- Sta. 13+41.52
BEGIN TIP PROJECT U-4758
TIE TO TIP PROJECT U-3615B
-L-
-L- PC Sta. 18+85.65
-L- POT Sta. 10+00.00 -BL- 3
-BY- 101
10
15
CB
ADJ.
CB
CB
REMOVE
OF 15" RCP
REMOVE 16LF
CULVERTS
RETAIN
15" PIPE
REMOVE
REMOVE 15" PIPE
REMOVE CB
REMOVE CB
CB
DI
2GI
DI
REMOVE
REMOVE
REMOVE DI
CB
DI
DI
DI
CB CB
4:14:1
SPEC LAT V DITCH
Min. D=1.0 Ft.
(NOT TO SCALE)
FROM STA. 20+75 TO STA. 23+00 -L- RT
DETAIL 4-1
GROUND
NATURAL
CB
CB
SEE DETAIL 4-1
20+75 TO 23+00
SPEC LAT V DITCH
15"
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV15" RCP-IV
18" RCP-IV
15" RCP-IV
24" RCP-IV
24" RCP-IV
24" RCP-IV 15" RCP-IV
24" RCP-IV
TB 2GI
FL GR
TB 2GI
FL GR
15" RCP
RETAIN
CB
RETAIN
CB
RETAIN
15" RCP
RETAIN
15" RCP
RETAIN
15" RCP
RETAIN
15" RCP
RETAIN
18" RCP
RETAIN
15" RCP
RETAIN
15" RCP
60 LF OF
RETAIN
18" RCP
RETAIN
24" PIPE
RETAIN
18" PIPE
RETAIN
CB
RETAIN
CB
RETAIN
JB w/MH
RETAIN
DI
RETAIN
CB
RETAIN
CB
RETAIN
CB
RETAIN
CB
RETAIN
CB
RETAIN
24" PIPE
RETAIN
DITCH
DAYLIGHT
( Not to Scale)
LATERAL BASE DITCH
4:1 D
B
b
d
4:1 1"/Ft.
FROM STA. 15+00 TO STA. 16+00 -L- LT
DETAIL 4-2
b=5.0 Ft.
B=4.0 Ft.
Max. d=1.5 Ft.
Min. D=1.5 Ft.
*When B is < 6.0'
Type of Liner=Class B Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
SEE DETAIL 4-2
EST 324 SY GFD
EST 104 TONS
15+00 TO 16+00
w/ CL B RIPRAP
LAT 4' BASE DITCH
1.9 FPS
V10=
24 CFS
Q10=
RCP-IV
15"
RCP-IV
15"
TB 2GI
FL GR
(SP. DTL.)
(SP. DTL.)
18" RCP-IV
18" RCP-IV
FOR ENLARGEMENT
SHEET 4 OF 9
SEE PERMIT DRAWING
SITE 1
TS
TS
HC
HC HC HAND CLEARING
TS TS TEMPORARY SURFACE WATER IMPACTS
C
C
CF
F
C
C
F
F
F
F
F
F
F
F
F
C
C
NAD 83/ 2011
15+00 -L-
14+00 -L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
U-4758
3/27/2024
U4758_Hyd_prm_wet_psh_04b_ViewIn.dgn
rhoward
8/17/99
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TS TS TEMPORARY SURFACE WATER IMPACTS
HC HC HAND CLEARING
DISK
DISK
66" RCP
POLE W/CONC BASEMETAL TRANSMISSION
POLE W/CONC BASE
METAL TRANSMISSION
RIP RAP LINED CHANNEL
20' CONC HW
EXISTING R/W
8"VC
16" DI
12" DI
4" PL
4" PL
SIG POLE
MTL
SIG POLE
MTL
EXISTING R/W
CM
AP
95"x67"
HW
CONC
21'
60"CONC
CBCB
RIP RAP
60"CONC
15" RCP
15" RCP
CB
RIP RAP
MTL
SIG
PED
SIG
PED
MTL
RIP RAP
15" RCP
15" RCP
UNKNOW
N
END
SIG
PED
SIG
PED
30" HDPE
LIMITS (IN)
HIGH POINT CITY
CBADJ.
CB
CB
REMOVE
OF 15" RCP
REMOVE 16LF
CULVERTS
RETAIN
15" PIPE
REMOVE
REMOVE 15" PIPE
REMOVE CB
REMOVE CB
CB
DI DI
CB
DI
CB
15" RCP-IV
15" RCP-IV
15" RCP-IV15" RCP-IV
CB
RETAIN
18" RCP
RETAIN
CB
RETAIN
RCP-IV
15"
RCP-IV
15"
0 10'5' 10'
SCALE: 1"=20'
20'
TS
SITE 1
SHEET 4 OF 9
PERMIT DRAWINGHC
TS
3/27/2024DATE:
17
18
19
19
20
180
7U-4758
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

3/27/2024
U4758_Hyd_prm_wet_psh_07.dgn
rhoward
8/17/99
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-L- STA 60+
00
M
ATCHLINE SEE SHEET 8
-L- STA 47+
00
M
ATCHLINE SEE SHEET 6
SEE SHEET 45 FOR -DWAY1- PROFILE
NOTE: SEE SHEET 29 FOR -L- PROFILE
NAD 83/ 2011
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 160

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
PAVEMENT REMOVAL
SITE 2
S TS
S S SURFACE WATER IMPACTS
TS TS TEMPORARY SURFACE WATER IMPACTS
CAUSEWAY
TEMPORARY
TS
CITY OF HIGH POINT
CITY OF HIGH POINT
EIP
EIP
15"VC
15"VC
16" DI
REF PB 139 PG 48
15' ELECTRIC UTILITY EASEMENT 15.00'
15.00'
OWNERS' ASSOCIATION, INC.
MEADOW CREEK SUBDIVISION
PB 139 PG 48
PB 138 PG 81
DB 5086 PG 1900
EIP
20.00'
REF PB 108 PG 47
20' UTILITY EASEMENT
EIP
EIP
DB 1750 PG 137
DB 1750 PG 137
REF PB 77 PG 55
20' UTILITY EASEMENT
EIP
EIP
20.00'
20.00'
EIP
REF PB 139 PG 48EASEMENT10' PUBLIC WALKWAY
REF PB 139 PG 48
EASEMENT
10' PUBLIC WALKWAY
10.00'
REF PB 139 PG 48EASEMENT10' PUBLIC WALKWAY
10.00'
LT
NO UTILITIESABANDONED
48" WW
VAR SOIL
2SBKD
72" BK
VAR BST
GR
12' BST
18" CMP
ROCKS
STONE WALLVAR HT
STONE WALLVAR HT
18" RCP
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
60" BST
60" BST
60" BST
60" BST
15" CMP
DILAPIDATED WW FENCE
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
MTL
MTL MTL
MTL
CONC WW
CONC WW CONC WW
CONC WW
48" WW
48" WW
48" WW
GATE
MTL
GATE
MTL
WEST FORK DEEP RIVER
EXISTING R/W
EXISTING R/W
60.00'
60.00'
EXISTING R/W
15" VC
94.00'VARIES
VALVE
BLOW OFF
VALVE
FLAP
16" DI
16" DI 6" DI
HIGH POINT CITY LIMITS (IN)
(OUT)
HIGH POINT CITY LIMITS (IN)
HIGH POINT CITY LIMITS (IN)
(OUT)
HIGH POINT CITY LIMITS (IN)
(OUT)
HIGH POINT CITY LIMITS (IN)
(OUT)
HIGH POINT CITY LIMITS (IN)
(OUT)
ROBERT BRANDWOOD
ALANNA ALEXANDER ZAMBRANO
PB 77 PG 55
DB 7881 PG 1053
CITY OF HIGH POINT
PB 92 PG 76
DB 5095 PG 107
PB 114 PG 57
PB 108 PG 11
DB 6030 PG 2680
DB 4870 PG 785
DB 4047 PG 319
DB 3966 PG 1321
PARALEE O'BRIEN
MICHAEL E. O'BRIEN
PB 71 PG 50
PB 71 PG 50
EXISTING R/W
EXISTING R/W
R/W
EXISTING
EIP
50
55
CB
CB
CB
CB
CB
CB
CB
816.0
811.0
MAINTENANCE BERM
10' WIDE ACCESS &
816.0
REMOVE
CB
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
CB 15" RCP-IV
SEE DETAIL 7-1
EST 523 SY GFD
EST 181 TONS
50+50 TO 54+59
TOE PROTECTION
CL B RIPRAP
FROM STA. 58+50 TO STA. 60+50 -L- LT
FROM STA. 50+50 TO STA. 54+59 -L- LT
Fill Slope
2:1 or Flatter
b= 2.0 Ft.
d= 1.0 Ft.
Type of Liner= CL B Rip-Rap
b
DETAIL 7-1
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
SEE DETAIL 7-1
EST 266 SY GFD
EST 92 TONS
58+50 TO 60+50
TOE PROTECTION
CL B RIPRAP SEE DETAIL 8-2
EST 266 SY GFD
EST 92 TONS
58+50 TO 60+50
TOE PROTECTION
CL B RIPRAP
(TYP.)
3:1
15" RCP-IV
15" RCP-IV
15" RCP-IV
24" RCP-IV
24" RCP-IV
54+72 -L- LT
STA 54+34 TO
EL=815.3' @2:1
CL II RIPRAP TO
ELEV=808.0'
EXCAVATE TO
54+72 -L- RT
STA 54+47 TO
EL=815.3' @2:1
CL II RIPRAP TO
56+01 -L- RT
STA 55+78 TO
EL=815.3' @2:1
CL II RIPRAP TO
TO BE REMOVED
EXISTING BRIDGE
CB15" RCP-IV 15" RCP-IV
CB 15" RCP-IV
56+19 -L- LT
STA 55+78 TO
EL=815.3' @1.5:1
CL II RIPRAP TO
ELEV=807.0'
EXCAVATE TO
STA 56+19 -L- LT
EL=815.3' @ 1.5:1
CL II RIPRAP PROT.
BEG RET. WALL #1
STA 58+30 -L- LT
EL=815.3' @ 1.5:1
CL II RIPRAP PROT.
END RET. WALL #1
CB 15" RCP-IV
18" CMP
REMOVE
TB 2GI
FL GR TB 2GI
FL GR
TB 2GI
FL GR
TB 2GI
FL GR
TB 2GI
FL GR
JB w/MH
SEE DETAIL 7-2
46+00 TO 47+50
SPEC LAT 2' BASE DITCH
DI
3:1 D
B
( Not to Scale)
SPECIAL LAT 2' BASE DITCH
Flatter4:1 or
FROM STA. 48+50 TO STA. 51+33 -L- RT
FROM STA. 46+00 TO STA. 47+50 -L- RT
DETAIL 7-2
B=2.0 Ft.
Min. D=1.5 Ft.
Ground
Natural
Slope
Ditch
Front
CB
15" RCP-IV
15" RCP-IV
15" RCP-IV
24" RCP-IV
24" RCP-IV
3GI
SEE DETAIL 1
STRUCTURE
DRAWDOWN
36" w/ ELBOWS
36"
EST 140 SY GF
EST 130 TONS
CL II RIRAP
ELB ELB
CB
15" RCP-IV
FS24"
30"
EST. 234 CY FILL
EST. 1385 CY CUT
BASIN 8.1
DRY DET
L
S etc.
GI
10:1 20:1
( Not to Scale)
FALSE SUMP
2.0'
STA. 51+44 -L- RT
DETAIL 7-3
Traffic Flow
Outside Ditch
1.0' M
ax
0.5' M
in.
S=Ditch Slope C Proposed Ditch
SEE DETAIL 7-2
48+50 TO 51+33
BASE DITCH
SPEC LAT 2'
30" w/ ELBOWS
ELB
ELB
2GI-A
0 50'25'50'
SCALE: 1"=100'
100'
SHEET 5 OF 9
PERMIT DRAWING
3/27/2024DATE:
FOR ENLARGEMENT
SHEET 7 OF 9
SEE PERMIT DRAWING
F
F
C
F
F
F
F
F
CFFC
C F
F
F
F
F
F
F
F
C
C
C
17
18
19
19
20
180
7U-4758
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

3/27/2024
U4758_Hyd_prm_wet_psh_07a_con.dgn
rhoward
8/17/99
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-L- STA 60+
00
M
ATCHLINE SEE SHEET 8
-L- STA 47+
00
M
ATCHLINE SEE SHEET 6
SEE SHEET 45 FOR -DWAY1- PROFILE
NOTE: SEE SHEET 29 FOR -L- PROFILE
NAD 83/ 2011
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 160

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
PAVEMENT REMOVAL
802
802
802
802
803
803
803
803
803
804
804
804
804
804
805
805
805
805
805
805
805
805
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807
807
807
807
807808
808
808
808
808
808
808
808
808
809
809
809
809
809
809
809
809
810
810
810
810
810
810
810
810
811
811
811
811
811
811
811
811
812
812
812
812
812
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812
812
812
813
813
813
813
813
813
813
813
813
814
814
814
814
814
814
814
814
814
814
815
815
815
815
815
815
815
815
816
816
816
816
816
816
816
817
817
817
817
817
817
817
818
818
818
818
818
818
818
819
819
819
819
819
819
819
820
820
820
820
820
820
820
821
821
821
821
821
821
822
822
822
822
822
822
823
823
823
823
823
824
824
824
824
824
825
825
825
825
825826
826
826
826
827
827
827
827
828
828
828
828
829
829
829
829
830
830
830
830
831
831
831
831
831
831
832
832
832
832
832
832
833
833
833
833
833
833
834
834
834
834
834
834
835
835
835
835
835
835
835
836
836
836
836
836
836
837
837
837
837
837
837
838
838
838
838
838
838
839
839
839
839
839
840
840
840
840
840
841
841
841
841
842
842
842
842
843
843
843
843
844
844
844
844
845
845
845
845
846
846
846
847
847
847
848
848
848
849
849
849
849
849
850
850
851
851
852
852
853
SITE 2
S TS
S S SURFACE WATER IMPACTS
TS TS TEMPORARY SURFACE WATER IMPACTS
CAUSEWAY
TEMPORARY
TS
CITY OF HIGH POINT
CITY OF HIGH POINT
EIP
EIP
15"VC
15"VC
16" DI
REF PB 139 PG 48
15' ELECTRIC UTILITY EASEMENT 15.00'
15.00'
OWNERS' ASSOCIATION, INC.
MEADOW CREEK SUBDIVISION
PB 139 PG 48
PB 138 PG 81
DB 5086 PG 1900
EIP
20.00'
REF PB 108 PG 47
20' UTILITY EASEMENT
EIP
EIP
DB 1750 PG 137
DB 1750 PG 137
REF PB 77 PG 55
20' UTILITY EASEMENT
EIP
EIP
20.00'
20.00'
EIP
REF PB 139 PG 48EASEMENT10' PUBLIC WALKWAY
REF PB 139 PG 48
EASEMENT
10' PUBLIC WALKWAY
10.00'
REF PB 139 PG 48EASEMENT10' PUBLIC WALKWAY
10.00'
LT
NO UTILITIESABANDONED
48" WW
VAR SOIL
2SBKD
72" BK
VAR BST
GR
12' BST
18" CMP
ROCKS
STONE WALLVAR HT
STONE WALLVAR HT
18" RCP
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
60" BST
60" BST
60" BST
60" BST
15" CMP
DILAPIDATED WW FENCE
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
MTL
MTL MTL
MTL
CONC WW
CONC WW CONC WW
CONC WW
48" WW
48" WW
48" WW
GATE
MTL
GATE
MTL
WEST FORK DEEP RIVER
EXISTING R/W
EXISTING R/W
60.00'
60.00'
EXISTING R/W
15" VC
94.00'VARIES
VALVE
BLOW OFF
VALVE
FLAP
16" DI
16" DI 6" DI
HIGH POINT CITY LIMITS (IN)
(OUT)
HIGH POINT CITY LIMITS (IN)
HIGH POINT CITY LIMITS (IN)
(OUT)
HIGH POINT CITY LIMITS (IN)
(OUT)
HIGH POINT CITY LIMITS (IN)
(OUT)
HIGH POINT CITY LIMITS (IN)
(OUT)
ROBERT BRANDWOOD
ALANNA ALEXANDER ZAMBRANO
PB 77 PG 55
DB 7881 PG 1053
CITY OF HIGH POINT
PB 92 PG 76
DB 5095 PG 107
PB 114 PG 57
PB 108 PG 11
DB 6030 PG 2680
DB 4870 PG 785
DB 4047 PG 319
DB 3966 PG 1321
PARALEE O'BRIEN
MICHAEL E. O'BRIEN
PB 71 PG 50
PB 71 PG 50
EXISTING R/W
EXISTING R/W
R/W
EXISTING
EIP
50
55
CB
CB
CB
CB
CB
CB
CB
816.0
811.0
MAINTENANCE BERM
10' WIDE ACCESS &
816.0
REMOVE
CB
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
CB 15" RCP-IV
SEE DETAIL 7-1
EST 523 SY GFD
EST 181 TONS
50+50 TO 54+59
TOE PROTECTION
CL B RIPRAP
FROM STA. 58+50 TO STA. 60+50 -L- LT
FROM STA. 50+50 TO STA. 54+59 -L- LT
Fill Slope
2:1 or Flatter
b= 2.0 Ft.
d= 1.0 Ft.
Type of Liner= CL B Rip-Rap
b
DETAIL 7-1
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
SEE DETAIL 7-1
EST 266 SY GFD
EST 92 TONS
58+50 TO 60+50
TOE PROTECTION
CL B RIPRAP SEE DETAIL 8-2
EST 266 SY GFD
EST 92 TONS
58+50 TO 60+50
TOE PROTECTION
CL B RIPRAP
(TYP.)
3:1
15" RCP-IV
15" RCP-IV
15" RCP-IV
24" RCP-IV
24" RCP-IV
54+72 -L- LT
STA 54+34 TO
EL=815.3' @2:1
CL II RIPRAP TO
ELEV=808.0'
EXCAVATE TO
54+72 -L- RT
STA 54+47 TO
EL=815.3' @2:1
CL II RIPRAP TO
56+01 -L- RT
STA 55+78 TO
EL=815.3' @2:1
CL II RIPRAP TO
TO BE REMOVED
EXISTING BRIDGE
CB15" RCP-IV 15" RCP-IV
CB 15" RCP-IV
56+19 -L- LT
STA 55+78 TO
EL=815.3' @1.5:1
CL II RIPRAP TO
ELEV=807.0'
EXCAVATE TO
STA 56+19 -L- LT
EL=815.3' @ 1.5:1
CL II RIPRAP PROT.
BEG RET. WALL #1
STA 58+30 -L- LT
EL=815.3' @ 1.5:1
CL II RIPRAP PROT.
END RET. WALL #1
CB 15" RCP-IV
18" CMP
REMOVE
TB 2GI
FL GR TB 2GI
FL GR
TB 2GI
FL GR
TB 2GI
FL GR
TB 2GI
FL GR
JB w/MH
SEE DETAIL 7-2
46+00 TO 47+50
SPEC LAT 2' BASE DITCH
DI
3:1 D
B
( Not to Scale)
SPECIAL LAT 2' BASE DITCH
Flatter4:1 or
FROM STA. 48+50 TO STA. 51+33 -L- RT
FROM STA. 46+00 TO STA. 47+50 -L- RT
DETAIL 7-2
B=2.0 Ft.
Min. D=1.5 Ft.
Ground
Natural
Slope
Ditch
Front
CB
15" RCP-IV
15" RCP-IV
15" RCP-IV
24" RCP-IV
24" RCP-IV
3GI
SEE DETAIL 1
STRUCTURE
DRAWDOWN
36" w/ ELBOWS
36"
EST 140 SY GF
EST 130 TONS
CL II RIRAP
ELB ELB
CB
15" RCP-IV
FS24"
30"
EST. 234 CY FILL
EST. 1385 CY CUT
BASIN 8.1
DRY DET
L
S etc.
GI
10:1 20:1
( Not to Scale)
FALSE SUMP
2.0'
STA. 51+44 -L- RT
DETAIL 7-3
Traffic Flow
Outside Ditch
1.0' M
ax
0.5' M
in.
S=Ditch Slope C Proposed Ditch
SEE DETAIL 7-2
48+50 TO 51+33
BASE DITCH
SPEC LAT 2'
30" w/ ELBOWS
ELB
ELB
2GI-A
0 50'25'50'
SCALE: 1"=100'
100'
SHEET 6 OF 9
PERMIT DRAWING
3/27/2024DATE:
FOR ENLARGEMENT
SHEET 7 OF 9
SEE PERMIT DRAWING
F
F
C
F
F
F
F
F
CFFC
C F
F
F
F
F
F
F
F
C
C
C
WEST FORK DEEP RIVER
30" w/ ELBOWS 36" w/ ELBOWS
NAD 83/ 2011
55+00 -L-
56+00 -L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
U-4758
3/27/2024
U4758_Hyd_prm_wet_psh_07b_ViewIn.dgn
rhoward
8/17/99
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TS TS TEMPORARY SURFACE WATER IMPACTS
CAUSEWAY
TEMPORARY
WOODS
WOODS
MTL
MTL MTL
MTL
CONC WW
CONC WW CONC WW
CONC WW
WEST FORK DEEP RIVER
VALVE
BLOW OFF
VALVE
FLAP
16" DI 6" DI
CB
CB
CB
CB
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
56+19 -L- LTSTA 55+78 TOEL=815.3' @1.5:1CL II RIPRAP TO
STA 56+19 -L- LT
EL=815.3' @ 1.5:1
CL II RIPRAP PROT.
BEG RET. WALL #1
O
O
15" RCP-IV
ELB
SITE 2
0 10'5' 10'
SCALE: 1"=20'
20'
TS
S
SHEET 7 OF 9
PERMIT DRAWING
S S SURFACE WATER IMPACTS
3/27/2024DATE:
TS
38 39 40 41 42 43 44 45 46 47 48 49 50 51 52
52 53 54 55 56 57 58 59 60 61 62 63 64 65 66
-L-
-L-
800
810
820
830
840
850
860
870
880
800
810
820
830
840
850
780
790
800
810
820
830
840
850
780
790
800
810
820
830
840
850
NOTE: SEE SHEET 6 & 7 FOR -L- PLAN VIEW
NOTE: SEE SHEET 7 & 8 FOR -L- PLAN VIEW
29U-4758
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
5/28/99 SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
3/27/2024
U4758_Hyd_prm
_wet_psh_07c_pfl.dgn
rhoward
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
[phone] NCBEES #F-0326
RALEIGH, NORTH CAROLINA 27609
1616 EAST MILLBROOK ROAD, SUITE 160

SUNGATE DESIGN GROUP, P.A.
ENG FIRM LICENSE NO. C-890
TEL [phone]
RALEIGH, NORTH CAROLINA 27606
905 JONES FRANKLIN ROAD
890
860
870 870
860
-L- Sta. 51+46.57
0% SE
-L- Sta. 40+81.70
-Y2-
-L- Sta. 45+66.19
0% SE
PI = 40+95.00
EL = 853.01'
VC = 260'
K = 96
PI = 46+70.00
EL = 849.27'
VC = 420'
K = 102
PI = 51+15.00
EL = 828.03'
VC = 365'
K = 97
GRADE
PROPOSED
GRADE
EXISTING
(-)3.3524%(-)0.6500%(-)0.6500%(-)4.7729%
(-)4.7729%(-)0.9974%
PI = 59+45.00
EL = 819.75'
VC = 450'
K = 115ELEV. = 824.62
-L- Sta. 54+57.38
BEGIN STRUCTURE ELEV. = 823.29
-L- Sta. 55+90.63
END STRUCTURE
GRADE
PROPOSED
GRADE
EXISTING
(-)0.9974%
(-)0.9974%(+)2.9044%
ELEV=841.00
PI STA 47+50 -L- RT
END DITCH
PI=46+00.000
El.=847.00'
(-)0.8000%
(-)4.0000%ELEV=850.6
PI STA 41+50 -L- RT
BEG DITCH
ELEV=837.00
PI STA 48+50 -L- RT
BEG DITCH
CHANGE DITCH
El.=827.32'
PI=50+50
(-)3.0361%
(-)4.8400%
ELEV=824.80
PI STA 51+33 -L- RT
END DITCH
24"
ELEV @ CL=808.0
EXCAVATE TO NG
1.5:1 NORMAL
TO TOP OF BERM
CLASS II RIP RAP
1.5:1
TO BE REMOVED
EXISTING BRIDGE
LOW CHORD
LOW SIDE
NWS =803.0
Min. 3.5'
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
FT
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 4400
= 50
= 814.2
= 4900
= 100
= 814.9
= 11000
= 500+
= 820.6
=
= 9-23-2019
= 802.8
1.5:1 NORMAL
TO TOP OF BERM
CLASS II RIP RAP
1.5:1
=802.8
9-23-2015
WSE ON
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 823.1
= 29
= 500+
= 25
= 12
= 820.8
= 13
= 820.9
= 3.3
24" PIPE Sta. 61+30 -L-(+)4.5000%
ELEV=819.00
PI STA 61+50 -L- LT
BEG DITCH ELEV=825.75
PI STA 63+00 -L- LT
END DITCH
SHEET 8 OF 9
PERMIT DRAWING
3/27/2024DATE:
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 14+08 / 14+47 -L- LT Existing Culvert < 0.01 < 0.01 28
14+05 / 14+30 -L- RT Existing Culvert < 0.01 10
2 55+07 / 55+46 -L- RT Bridge < 0.01 0.02 15 83

TOTALS*: < 0.01 < 0.01 0.03 15 121 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb SHEET 9 OF 9

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
GUILFORD COUNTY
U-4758
40251.1.1
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
3-27-2024