2_U4758_Permit Drawings_BUFFER_20240110

BUFFER IMPACTS PERMIT
SHEET 1 OF 11
BUFFER DRAWING
1/10/2024DATE:
=
=
=
=
=
=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 ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NAFUNC 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
45
6
78 9
10 1
1 12 13 14
151
6 171819
20
21 2223242527U-4758GUILFORD 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
S
K
E
E
T
C
L
U
B
R
D.
S
R 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 RdF
ar
ms RdClin
ar
d
Ridge RdSandyJohnson StDairy
Rd
Gallimore
40
Boyl
st
on RdRdBunker HillSkee
t
C
lub
Rd
LIMITS
CITY
POINT
HIGH
421
NAD 83/ NA 2011NC GRID40251.1.1 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 PLANSEXISTING 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" CMP24" CMP
24" CMP
24" CMP24"CMP36" CMP
36" CMP 24" CMP24" CMP24" CMP
42" CMP
42" CMPINV=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" CMP42" CMP
24" CMP
24" CMPLT
LT
36" RCP
W/FES
36" CMP
36" CMP
W/FES
36" RCP INV=901.36'INV=903.50'SWITCH-BO
XELECTRIC
SERVICE
SERVICE
SERVICE
IN CONDUIT
IN CONDUIT
IN CONDUIT
IN CONDUITIN 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
EOIEOIPOSTS IN GRAVEL PARKING LOTTO UTILITY HOOK-UPS ON WDPOSSIBLE SERVICE LINEUNKNOWN SIZE
DUCT BANK STUBS
UNKNOWN
END
30"HDPE FILLED W/ GRAVEL
4"HDPE (CAPPED) INSIDE
ABANDONED
30" HDPE
IN CONDUIT IN CONDUITIN CONDUITS
S
SERVICE
IN CONDUIT
IN CONDUIT
IN CONDUIT
IN CONDUIT
IN CONDUIT
IN CONDUIT
IN CONDUITIN CONDUIT
INV=908.32'
24" CMP
INV=918.01'INV=909.33'INV=921.02'24" CMPBroadplex/Conterra-Unk. S/TCenturylink, Unk. S/T-Per Field Evidence/No Record Provided
Unk. S/T
Charter Communications., CONC MEDIANCONC ISLAND
ENCOUNTERED
BOTTOM TH - ROCK
Elv. 845.09'E 1698556.6647
N 833939.7031
TH 1
;;
;
;
;;;;;;;;END WOVEN WIRE FENCING
55.50' LT
+32.00
LINES/TANKEXISTING SEPTIC
LINES/TANKEXISTING SEPTIC
LINES/TANK
EXISTING SEPTIC
LINES/TANKEXISTING SEPTIC
(FIELD VERIFY)
LINES/TANK
EXISTING SEPTIC
APPROX. LOCATION CB[208]
Deep River
Norfolk
.61.29.27Lake
Hollow
Oak
SITE 1
SITE 5
SITE 3
SITE 4
SITE 2
U-4758
PROJECT
BEGIN
U-4758
PROJECT
END
NAD 83/ NA 2011NC GRID
0 50'25'50'
SCALE: 1"=100'
100'
SHEET 2 OF 11
BUFFER DRAWING
1/10/2024DATE:
4U-4758
NOTE: SEE SHEET 28 FOR -L- PROFILE
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
1/10/2024U4758_Hyd_prm_buf_psh_04.dgnjharvey8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-L- STA 21+00MATCHLINE SEE SHEET 5N
A
D 83/ 2011(919) 876-6888 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
SITE 1
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2DISKDISKDISKDISK
DISK
NAIL
PK
NAIL
60d
DISK
DISKEIP
DISKDISKDISKDISKDISKDISKDISKDISK
DISK
DISK
DISK
CONC
CONC
CONCDISK
CONC
CONC
NAIL
60d
DISKNAIL60dCONCCONCCONCCONCCONC
DISKCONCDISK
DISK
DISK
DISK
DISKCONC
CONC
CI
S
EIP EI
PEIP
EIP
66" RCPTIP #U-3615BREF STATE HWYPUE
TIP #U-3615BREF STATE HWY
PUE
TI
P #U-3615BREF STATE HWYDUETIP #U-3615BREF STATE HWYDUETIP #U-3615BREF STATE HWYPUETI
P #U-3615BREF STATE HWYPUETI
P #U-3615REF STATE HWYPDE15.00'JOB NO: ENG-9800-WUR
REF CITY OF HIGH POINT
15'ELECTRIC EASEMENTLT
LT
LT
POLE W/CONC BASEMETAL TRANSMISSIONLT LTLTPOLE W/CONC BASE
METAL TRANSMISSION
POLE W/CONC BASE
METAL TRANSMISSION
18" C&G
18" C&G
18" C&G
18" C&GBSTBSTBST18" C&G10" WD WALLRIP RAPSIGN
18" C
&
G
18"
C
&G
BST
W/LT
W/LT
WOODSWOODSWOODS
CONC CONC
8' GR & SOIL9' GRCONC
1SBKD
36" CONC
RAMPS
WD
WELL
30" C&G
30" C&G
48" CONC
72" CONC
48" CONC
RIP RAP LINED CHANNELRIP RAP LINED CHANNEL20' CONC HW
2SFD 24' BSTCONC
CONC
WD WALL
VAR. HTWALL8" BLKWALL
12" BLK
48" BK10' BSTWELL
48" WW
15" RCPW/FES
DI
BK WALL
VAR. HT
12" HDPE
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODSWOODSWOODS
SR 1818 JOHNSON ST VAR BSTSR 1820 SKEET CLUB RD VAR BSTSR 1818 JOHNSON ST VAR BST
EX
IS
T
ING R
/W
EXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTI
NG R/WEXI
STING R/WEXISTING R/W
R/W VARIES
VARIESVARIES42.00'VARIESEXISTING R/W
EXISTING R/W
R/W VARIES64.00'8"VC
8"VC 8"VC8"VC8"VC8"VCHHHHW
PLUG16" DI12" DI12" DI
16" DI
16" DI
6" DI6" DI6"DI
4" PL
6" PL6" PL4" PL
6" PL6
"
P
L6" PL6" PL4" PL
4" PL4" PL4" PL4" PL
4" PL
(OUT)HIGH POINT CITY LIMITS (IN)42.00'REF PB 184 PG 13715'
UTILI
TY EASEMENT15.00'
15.00'REF PB 184 PG 137BIORETENTION ACCESS EASEMENTREF 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/LTW/LTW/LTW/LT
LEOTERRA JOHNSON STREET LLC
60d NAIL
EXISTING R/WEXISTING R/WPROPERTY
HISTORIC
EXISTING R/W EXISTING R/W 14'

BSTSR 1820 SKEET CLUB RD VAR BSTVARIES
60d NAIL
CMAP95"x67"HW
CONC
21'
R/W
EXISTING
WOODSEXISTING R/WEXISTING R/W
R/W
EXISTING
POLE
SIG
MTL
PAVED OVER
POLE
SIG MTLCB CBCBCBS
CBCB
60"CONC CBCB60"CONC60"CONC60"CONC
15" RCP
15" RCP
15" RCP15" RCP15" RCP
CBCB
RIP RAP
60"CONC
60"CONC60"CONC60"CONC60"CONC15" RCP
15" RCPCB
CB15" RCPCB
CB18" RCPCB 15" RCPRAPRIPRAPRIPRAPRIP15" RCPRIP RAP
MTLMTLMTLMTL
CBINV=838.00'INV=836.83'SI
GPEDSIGPED15" RCP60"CONC
RCP15"
RAP
RIP
MTL
30" RCPDI
TOP=859.49'
15" RCP
RIP RAP
15" RCP15" RCP1
8
" HDPE24" RCP
2
4" RCP
15" RCPCONC
15" RCP
MTL
MTLUNKNOWNEND30"HDPE FILLED W/
GRAVEL4"HDPE
(CAPPED) INSIDEABANDONED23'BST10'BSTSI
GPEDSIGPED30" HDPESI
GPEDCONCHHT
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- 10110 15CB
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-IV24" 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
4:1D
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 3 OF 11
SEE PERMIT DRAWING
C
C
CF
F
C
C
F
F
F
F
F
F
F
F
F
C
C
N
A
D 83/ 201115+00 -L-14+00 -L-ALLOWABLE IMPACTS ZONE 2
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
U-4758 1/10/2024U4758_Hyd_prm_buf_psh_04a_ViewIn.dgnjharvey8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET 3 OF 11
BUFFER DRAWING
1/10/2024DATE:
SITE 1
DISKDISK
DISK
DISKDISK DISK
CONC
CONC
NAIL
60d
DISKCONC
DISKCONCDISK
66" RCPTI
P #U-3615BREF STATE HWYDUETIP #U-3615BREF STATE HWYPUETI
P #U-3615REF STATE HWYPDEPOLE W/CONC BASE
METAL TRANSMISSION
POLE W/CONC BASE
METAL TRANSMISSIONRIP RAP LINED CHANNEL20' CONC HW
WALL8" BLKSR 1818 JOHNSON ST VAR BSTSR 1820 SKEET CLUB RD VAR BSTSR 1818 JOHNSON ST VAR BST
EXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W8"VC8"VCHHW
16" DI12" DI12" DI
16" DI
6"DI
6" PL6" PL4" PL
4" PL4" PL4" PL4" PL
HIGH POINT CITY LIMITS (IN)15.00'
ROBIN MICHELLE LONG
LEE VARRICK MOORE, JR.
GUY
GUY
POLE
GUY
SIG POLE
MTL
SIG POLE
MTL
W/LTW/LTW/LT EXISTING R/W
VARIES CMAP95"x67"HW
CONC
21'
R/W
EXISTING
POLE
SIG
MTL
POLE
SIG
MTL CBCBCBS
60"CONC CB60"CONC
15" RCP
15" RCPCBCB
RIP RAP
60"CONC
60"CONC60"CONC15" RCP
15" RCPCB
CB15" RCPCB
18" RCPCB 15" RCPRIP RAPMTLMTLSIGPEDSIGPED60"CONC
RCP15"
MTL
RIP RAP
15" RCP15" RCP1
8
" HDPE24" RCP
15" RCP
MTL
MTLUNKNOWNEND30"HDPE FILLED W/
GRAVEL4"HDPE (CAPPED) INSIDEABANDONEDSI
GPEDSIGPED30" HDPESI
GPEDCONCHHT
CABINET
ENCOUNTEREDBOTTOM TH - ROCKElv. 845.09'E 1698556.6647N 833939.7031TH 1(OUT)
LIMITS (IN)
HIGH POINT CITY
09-20-23
AREA U/C
2
TIE TO TIP PROJECT U-3615B
-L-
CB
ADJ.
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
DI
DI
CB
CB
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV15" RCP-IV
24" RCP-IV 24" RCP-IV15" RCP
RETAIN
CB
RETAIN
CB
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
JB w/MH
RETAIN
DI
RETAIN
CB
RETAIN
CB
RETAIN
CB
RETAIN
RCP-IV
15"
RCP-IV
15"
(SP. DTL.)
(SP. DTL.)
SITE 1
ALLOWABLE IMPACTS ZONE 1
0 20'10'20'
SCALE: 1"=40'
40'
SHEET 4 OF 11
BUFFER DRAWING
1/10/2024DATE: -L- STA 47+00MATCHLINE SEE SHEET 7-L- STA 35+00MATCHLINE SEE SHEET 56U-4758
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
1/10/2024U4758_Hyd_prm_buf_psh_06.dgnjharvey8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NAD 83/ 2011
SEE SHEET 37 FOR -Y2- PROFILE
NOTE: SEE SHEET 28 & 29 FOR -L- PROFILE
[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
SITE 5
MITIGABLE IMPACTS ZONE 2
MITIGABLE IMPACTS ZONE 1
P
O
OL
ROBERT BRANDWOOD
ANDRE ZAMBRANO
ALANNA ZAMBRANO
EIP
EIP
EIP
REF PB 152 PG 121
15' ELECTRIC UTILITY EASEMENT
EIP
EIP MONUMENT
CONCRETE
MONUMENT
CONCRETE MONUMENT
CONCRETE
EIP8"DI
8"DIS
18" RCPOTCB
S CISCI
S
18" RCPCIS
S
S
CI
1
5
" RCP24" RCP
18" RCP15" RCP
W/FES
S
OTCB
MEADOW CREEK HOA, INC.
EIP
EIP
EI
P
EI
PEIP
EIP
EIP
EIP
EI
PEI
PEI
PEIPEIP EIPEIP
REF PB 139 PG 48
15' ELECTRIC UTILITY EASEMENT
15.00'
OWNERS' ASSOCIATION, INC.
MEADOW CREEK SUBDIVISION EI
PEIP
REF PB 77 PG 5520'
UTI
LI
TY EASEMENT1
5" RCP24" RCP
15.
0
0'REF PB 13
9 PG 48DRAI
NAGE AREA15' PROTECTEDEIP
EIPEIPEIP
EIP
EIP
EI
P
EIP
EI
PEIP
EIP EASEMENTSIGN EASE
MENTSIGN
EIP
20.00'
20.00'
REF PB 139 PG 48EASEMENT10' PUBLIC WALKWAY
REF PB 139 PG 48EASEMENT10' PUBLIC WALKWAY
10.00'
CI
MEADOW CREEK, LLC
RICHARD L. BARR
IRENE B. BARR
SARAH W. TORRENCE
CARL E. TORRENCE
NANCYE BRIGHT
JEFFREY G. BRIGHT
THELMA L. JOHNSON
OLEN E. JOHNSON
LINDA L. JOHAL
RESHAM S. JOHAL EI
PJEFFREY W. FINCH
WENA A. PODGER
MICHAEL A. PODGER
MARSHA KEOVIENGKHONE
ANONG HANSANA
PEDRO PAULE QUIBOLOY
GRACEE AMOR MARTIN QUIBOLOY
ELIZABETH C. LAIN
RICHARD N. LAIN
FAMILY IRREVOCABLE TRUST
TRUSTEE UNDER THE WAGONER
COLIN W. WAGONER
REF PB 139 PG 48
DRAINAGE AREA
15' PROTECTED
REF PB 139 PG 48
DRAINAGE AREA15' PROTECTED
15'
W/LT
POLE
GUY
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS WOODS
WOODS
WOODS
WOODS
WOODS
48" WD RAIL
48" WW
48" WW
15" RCP
15" RCP
GATE
MTL
VAR S
OIL
VAR SOIL
PASTURE
48" WD RAI
L48" WD RAIL & WW
48" WD RAIL & WW 48" WD RAIL & WW
48" WD RAIL & WWPASTURE
PASTURE
48" WW
48" WW
48" WW
48" WW
GATE
MTL
48" WW & 1S ELEC48" WW & 1S ELEC48" WD RAIL & 1S ELEC
48" WD RAIL & 1S ELEC48" WW
GARDEN AREA
GATE
MTL
BK WALL
VAR HT
BK WALLVAR HT30" C&G30" C&G30" C&G30
" C&G30" C
&
G
30" C
&
G
30" C&G
30" C&G
CONCCONCCONCCONCWDC
O
N
C
WD
R
A
MP
S
C
O
N
C
C
O
N
C
C
O
N
C
17' CONC
17' CONC
17' CONC
17' CONC
17' CONC
CONCCONC
CONC
SRAMPWDCONC
17' CONC
17' CONC
16' CONC
17' CONC
1
7' CONCCONC
CONCCONC
CONC
CONCCONCCONC
WD48" WD
84" WD
GATEWDS CONC W/FES24" RCPCONC17' CONC48
" WD72" VINYL
7
2
" VI
NYLCONCCONC
C
O
N
C
72" WD
72" WD
72" WD
72" WD
7
2
" WDCONC
CONC
1
7' CONCS
72" WD
72" WD
72" WD
S
C
O
N
C
C
O
N
C
C
O
N
C
BLK WALLVAR HT
RIP RAP& WW48" WD RAI
L48" WD RAIL & WW
48" WD RAIL
WD WALLVAR HT
WD WALL
VAR HT
RIP RAP
48" WD RAIL & WW
60" BST
60" BST
60" BST
DILAPIDATED WW FENCE
POND
2SF
D
2SF
D
2
SFD2SFD2SFD2SFD2SFD2SFD2SFD
2
SFD2SFD
2SFD2
S
F
D2SF
D
SR 1818 JOHNSON ST 23' BST
GOWER CT 22' BST
PONDHAVEN DR
3
2' BSTEXISTING R/W
EXISTING R/W50.
0
0'
E
XISTIN
G
R/WE
XISTIN
G
R/W56.00'EXI
STI
NG R/WEXI
STI
NG R/W56.00'
EXISTING R/WEXISTING R/W
T
O S
KEET
CL
U
B
R
D
TANK
PROPANE
U/G GAS
15" RCP
GATE
MTL
72" VINYL
GRGRPASTURELTEXISTING R/W
EXISTING R/W
EXISTING R/W
8"V
C
94.00'15.00'EXISTING R/W94.00'PLUG
PLUG
HH
T
CABINETS
TELEPHONE
CT
TCCTTCCTTT
S
TATI
ONS
AMP
LI
NGWATERT
TC
C
16" DI
16" DI8" DI8" DI
6" DI
6" DI
8" DI
6" DI4" PL 4" PL
4" PL2" PL2" PL2" PL
1.25" PL
1.25" PL
1.25" PL
HIGH POINT CITY LIMITS (IN)HIGH POINT CITY LIMITS (IN)
HIGH POINT CITY LIMITS (IN)
ROBERT BRANDWOOD
ALANNA ALEXANDER ZAMBRANO
EXISTING R/W
CATHERINE DUP. SCHLAEPPI
MARTIN F. SCHLAEPPI GRVAR10'15'DUCT BANKH
H
HHHHHHHH
MARIE C. HIATTOFUNKNOWN HEIRSCARRI
E A. COCHRANEAHMAD A. Y. I
RDAI
SMUHAMMAD S. HUDAF
K
H
S
F
R
L,
L.P.
CRCR40 4511
12
13
14
15
16
17
186
CB
CB
CB
CBCB
CB
CB
CBCBCB
15" RCP
RETAIN
15" RCP
RETAIN
REMOVE
REMOVE 15" RCP
REMOVE REMOVECB
CB CB CB
INSTALL JB w/ MH
REMOVE OTCB &
CB
CB
15" RCP-IV 15" RCP-IV 15" RCP-IV
15" RCP-IV
15" RCP-I
V 18" RCP-IV
15" RCP-IV
EST 7 SY GFD
EST 2 TONS
CL B RIPRAP
EST 7 SY GFD
EST 2 TONS
CL B RIPRAP
2GI-D
15"CB
4:14:
1
SPEC LAT V DITCH
Min. D=1.0 Ft.
(NOT TO SCALE)
FROM STA. 41+50 TO STA. 46+00 -L- RT
FROM STA. 34+10 TO STA. 36+00 -L- LT
DETAIL 6-1
GROUND
NATURAL
15" RCP-IV
15" RCP-IV
SEE DETAIL 6-1
41+50 TO 46+00
SPEC LAT V DITCH
15" RCP-IV
15"
15" RCP-I
VSEE DETAIL 6-1
34+10 TO 36+00
SPEC CUT V DITCH
3:
1 D
B
( Not to Scale)
SPECIAL LAT 2' BASE DITCH
Flatter4:1 or
FROM STA. 46+00 TO STA. 47+50 -L- RT
DETAIL 6-2
B=2.0 Ft.
Min. D=1.5 Ft.
Ground
Natural
Slope
Ditch
Front
SEE DETAIL 6-2
46+00 TO 47+50
SPEC LAT 2' BASE DITCH
CB
18" RCP-IV 18" RCP-IV
18" RCP-IV
15" RCP-IV
0 50'25'50'
SCALE: 1"=100'
100'
F
F
C
F
C
C
C
C
C
F
C
F
C
F
FFC
FFF F
F
F
C
SHEET 5 OF 11
BUFFER DRAWING
1/10/2024DATE:
7U-4758
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
1/10/2024U4758_Hyd_prm_buf_psh_07.dgnjharvey8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-L- STA 60+00MATCHLINE SEE SHEET 8-L- STA 47+00MATCHLINE SEE SHEET 6SEE 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
ALLOWABLE IMPACTS ZONE 2
SITE 5
ALLOWABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2
EIP
EIP
15"VC15"VC16" DIREF PB 139 PG 48
15' ELECTRIC UTILITY EASEMENT 15.00'15.00'
OWNERS' ASSOCIATION, INC.
MEADOW CREEK SUBDIVISION
EIP
2
0.
0
0'REF PB 108 PG 4720' UTILITY EASEMENTEIP
EIP
REF PB 77 PG 5520' UTILITY EASEMENTEIP
EIP
20.00'
20.00'
EIP
REF PB 139 PG 48EASEMENT10' PUBLIC WALKWAY
REF PB 139 PG 48EASEMENT10' PUBLIC WALKWAY10.00'
REF PB 139 PG 48EASEMENT10' PUBLIC WALKWAY
10.00'
LT
NO UTILITIESABANDONED
48" WW
V A R SOIL
2SBKD72" BKVAR BSTGR12' BST18" CMPROCKSSTONE WALLVAR HT
STONE WALLVAR HT
18" RCP
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
60" BST
60" BST
60
" BST
6
0
" BS
T15" CMPDILAPIDATED WW FENCE
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
MTL
MTL MTL
MTL
CONC WW
CONC WW CONC WWCONC WW48" WW
48" WW
48" WW
GATE
MTL
GATE
MTLWEST FORK DEEP RIVEREXISTING R/W
EXISTING R/W60.00'60.00'
EXISTING R/W 15" VC94.00'VARIESVALVE
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
PARALEE O'BRIEN
MICHAEL E. O'BRIEN
EXISTING R/W
EXISTING R/W
R/W
EXISTING
EIP
505517
18
19
19
20
180
115.00' RT
+20.00
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 Slope2:1 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 TONS58+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-IVCB 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
3:1D
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
3
6"
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' Max0.5' Min.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'
F
F
C
F
F
F
F
F
CFFC
C F
F
F
F
F
F
F
F
C
CC
SHEET 6 1F 10
BUFFER DRAWING
1/10/2024DATE:
-L- STA 171+00MATCHLI
NE SEE SHEET 1716U-4758
SEE SHEET 39 FOR -Y11- & -Y12- PROFILE
NOTE: SEE SHEET 33 FOR -L- PROFILE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
1/10/2024U4758_Hyd_prm_buf_psh_16.dgnjharvey8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-L- STA 159+00MATC
HLINE SEE SHEET 15 NAD 83/ 2011(919) 876-6888 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
PROPOSED SIGNAL
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
4:
1 D
FROM STA. 11+00 TO STA. 15+00 -Y11- LT
FROM STA. 11+50 TO STA. 12+50 -Y12- LT
Min. D= 1.0 Ft.
DETAIL 16-1
Ground
Natural
Flatter4:1 or
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:1D
FROM STA. 12+00 TO STA. 13+00 -Y12- RT
Min. D= 1.0 Ft.
DETAIL 16-2
Ground
Natural 4:1
Slope
Fill
FROM STA. 169+85 TO STA. 172+50 -L- LT
Fill Slope2:1 or Flatter
b= 2.0 Ft.
d= 1.0 Ft.
Type of Liner= CL B Rip-Rap
b
DETAIL 16-3
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
4:14:
1
SPEC LAT V DITCH
Min. D=1.5 Ft.
(NOT TO SCALE)
FROM STA. 169+00 TO STA. 180+00 -L- RT
DETAIL 16-5
GROUND
NATURAL
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d 4:1FROM STA. 15+00 TO STA. 15+65 -Y11- LT
DETAIL 16-4
Max. d=1.0 Ft.
Min. D=1.0 Ft.
Type of Liner=Class A Rip-Rap
Slope
Fill
Flatter4:1 or
Ground
Natural
Geotextile
SITE 3
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
CEMETERY
EIP
MONUMENTGRANITE MONUMENTGRANITE
EIP
EIP
EIPEIPEIPEIPEIPBEACH SOUTH PROPERTIES, LLC EIPEIPEIPEIPEIPEIPEIPEIP
EIP
EIP
EIP
EIP20.00'20.00'EIPEIP
EIP
EIP 18" RCP15" RCP
CONCMONUMENT
GRANITE
20.00'REF PB 123 PG 8020' UTILITY EASEMENTREF PB 123 PG 80
20' UTILITY EASEMENT
20.00'CONCEIP
EIP
W/LT
LT
LT
LT
LT
NO UTILITIESABANDONEDW/LT
SR 1853 SANDY CAMP RD 24' BSTVAR. GR
S
S
WELL
S
SHED
1SBLK
48" CHL
WD
1SFD
48" CHL
48" CHL
28
' BST
15" RCP12" RCP78" CONC
1SBKCHURCH
48" C
O
N
C
48" CONC
72" CONC
8" RCPBST
48" CONC
S
SHELTERPICNICHOUSEWELL
2
4"
C
&G2
4"
C
&G
SIGNMTL
BOLLARDSWD 48" CHL48" CHL48" CHL48" CHL48" CHL
1SFDWD 36" WDBLK WALL
VAR HT
WDBK 66" CONC
VAR. GRVAR. GRSTEPS
CONC GR
GR
GR
GR
GR
1SFBUS
BARN
WD
SIGNWD
RAIL18" BLK/WD
36" WD1SFD
1SFD1SFD1SFD7' GRVAR. GR
VAR. GR
WD
WDS
48" CHL72" WD48" CHL WD48" WD
WELLG12" RCPVAR. GR
GR
12" RCPSOILSOIL12" RCPWELLW
D
W
ALLVAR HT48" WD RAIL
9' GR
GR
GRGR
1SLOGD19' GR
BOLLARD
WD
BOLLARD
WD
CONC15" RCPRIP RAPSIGNWD15" RCP15" RCP15" RCPSWELLHOUSEWELL8' GRVAR. GR6' SOIL
12" VCPS12" RCP8' BST
8' BST8' BSTVAR. BSTGATE
CHL
GR
72" WD 72" WD
48" CHL
72" WD
POLEFLAG
CEMETERY
CEMETERY
15" RCP
48" WW & WD RAIL
48" WW & WD RAILBARN
WD 9' BST9' BSTWO
O
D
S
WOODS
WOODS
WOODS
WOODS
WOODS
POSTCONCPOSTCONC
CANOPYMTL
48" WWMTL GATES12" CMP
TANKA/G OILCONC
SIGNBK MEMORIAL
72" VINYL
COOPCHICKENDI
12" HDPECANOPYWDTANKSA/G OILTANKA/G PROPANEV
A
RIES
30.00'
60.00'
60.00'
EXISTING R/W
60.00'EXISTING R/WEXISTING R/WW
W
HH TTVALVEAIR RELEASE
16" DI
16" DI 16" DI6" DI6" DI16" DI16" DI16" DI16" DI
6" PL6" PL
BEACH SOUTH PROPERTIES, LLC
STEPHEN CHRISTOPHER PROCO
METHODIST CHURCH
SANDY RIDGE
METHODIST CHURCH
SANDY RIDGE
METHODIST CHURCH
SANDY RIDGE
IVY RAYLE BAKER
MARK ALLEN BAKER
IVY RAYLE BAKER
MARK ALLEN BAKER
BECKY T. FLOWERS
JIMMY C. FLOWERS
SANDRA B. HURLEY
MARSHALL PETER HURLEY1SFBUSSIGNWD12" RCPVAR. GRVAR. GRLT15" RCP10' CONCWOODS
RIP RAP15" RCP11' BST72" WDW/LTW/LTWOODSCONCCONCRAILS42" MTLWD POSTSWD POSTSEI
PEIPEIPWOODS 20.00'REF PB 168 PG 141REF PB 104 PG 8120' UTILITY EASEMENT
12" RCPDIPOSTWDBLK WALLVAR. HTSTEPSCONCW/LTGATE48" CHL(TIME CAPSULE)GRANITE MARKERTANKSPROPANEA/GBST
36" WW
36" WW
SR 1877 JOE DR 20' BST60.00'EXISTING R/WEXISTING R/WC&S PROPERTIES, INC.
HOWARD JOSEPH HOLYOAK
350 SOUTH LAND HOLDING, LLC
TERRY W. FRAZIER
NEWSOM
KATHY A.
ERIC N. HUTCHENS
WANDA DEAN
350 SOUTH LAND HOLDING LLC
REF PB 182 PG 52
20' UTILITY EASEMENT
E
XI
S
TI
NG R/WE
XI
S
TI
NG R/WEXISTING R/WTPEDESTALSERVICE
S
R 1877 J
O
E
D
R
20'
B
S
T
SR 1850 SANDY RIDGE RD 23' BST
EXISTING R/W
EXISTING R/W
3
0.
0
0'VARI
ES
EXISTING R/W
(REF. PB 211 PG 9)
EXISTING R/W
(REF. PB 211 PG 9)
WELL
-Y12- POT Sta. 17+19.70
-L- Sta. 168+11.87 =
-Y12- PT Sta. 16+68.65
-Y12- PC Sta. 16+01.63
-L-
-Y11--Y12-15-L- PC Sta. 161+48.12
-L- PT Sta. 167+05.43
-Y11- PC Sta. 10+31.10
-Y11- POT Sta. 10+00.00=
-L- Sta. 160+85.43
-Y11- PT Sta. 15+37.80
-Y11- POT Sta. 16+83.58
-Y12- POT Sta. 10+00.00
CR
CR
CR
CR
CR
CR
-Y11- Sta. 16+00.00
END CONSTRUCTION
-Y12- Sta. 11+75.00
BEGIN CONSTRUCTION
-BL- 25
-BY9- 26
-BL- 26
-BY9- 112160165
91
92
93
94
95
96
97
98
99
100
101
102
102A
97
89
103
CB
CBREMOVEREMOVEREMOVE
15" RCP
RETAIN REMOVEREMOVECB
REMOVE
930.0
MAINTENANCE BERM
10' WIDE ACCESS &
CB
CB
CB
CB
DI
18" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
EST 7 SY GFD
EST 2 TONS
CL B RIPRAP
(TYP.)
3:1
CB
15" RCP-IV
18" RCP-IV
RCP-IV
15"
18" RCP-IV
2
4
" CAAP
REMOVE 12" RCP
12" RCP
REMOVE
CB
12" CMP
RETAIN
DITCH LINE
DITCH TO EXST.
TIE PROPOSED
DITCH
DAYLIGHT REMOVE12" RCP
REMOVE
& 12" RCP
RETAIN DI
DI
15" RCP-IV
1
5
" RCP-
I
V
-IV
RCP
18"
DI
CB
MD
CB
MD
18"
12" RCP
RETAIN
15" RCP
RETAIN
15" RCP
RETAIN
15" RCP
RETAIN
& 12" HDPE
RETAIN DI
TB 2GI
FL GR
TB 2GI
FL GR
TB 2GI
FL GR
TB 2GI
FL GR
DETAIL 16-1
12+50 SEE
11+50 TO
V DITCH
SPEC LAT
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
4:
1 D
FROM STA. 11+00 TO STA. 15+00 -Y11- LT
FROM STA. 11+50 TO STA. 12+50 -Y12- LT
Min. D= 1.0 Ft.
DETAIL 16-1
Ground
Natural
Flatter4:1 or
Slope
Fill
SEE DETAIL 16-1
11+00 TO 15+00
SPEC LAT V DITCH
SEE DETAIL 16-2
12+00 TO 13+00
SPEC LAT V DITCH
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:1D
FROM STA. 12+00 TO STA. 13+00 -Y12- RT
Min. D= 1.0 Ft.
DETAIL 16-2
Ground
Natural 4:1
Slope
Fill
FROM STA. 169+85 TO STA. 172+50 -L- LT
Fill Slope2:1 or Flatter
b= 2.0 Ft.
d= 1.0 Ft.
Type of Liner= CL B Rip-Rap
b
DETAIL 16-3
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
SEE DETAIL 16-4
EST 116 SY GFD
EST 28 TONS
15+00 TO 15+65
w/ CL A RIPRAP
SPEC LAT V DITCH
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d 4:1FROM STA. 15+00 TO STA. 15+65 -Y11- LT
DETAIL 16-4
Max. d=1.0 Ft.
Min. D=1.0 Ft.
Type of Liner=Class A Rip-Rap
Slope
Fill
Flatter4:1 or
Ground
Natural
Geotextile
SEE DETAIL 16-5
169+00 TO 180+00
SPEC LAT V DITCH
4:14:
1
SPEC LAT V DITCH
Min. D=1.5 Ft.
(NOT TO SCALE)
FROM STA. 169+00 TO STA. 180+00 -L- RT
DETAIL 16-5
GROUND
NATURAL
EST 17 SY GFD
EST 7 TONS
CL I RIPRAP
30"
15" RCP-IV
15" RCP-IV
1
5
" RCP-I
V 15" RCP-
I
V 15" RCP-IV 15" RCP-IV 18" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV
SEE DETAIL 1
STRUCTURE
CONTROL
OUTLET
EST 12 SY GFD
EST 4 TONS
CL I RIPRAP
0 50'25'50'
SCALE: 1"=100'
100'
FOR ENLARGEMENT
SHEET 7 OF 11
SEE PERMIT DRAWING
F
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
CCCCCCCCFCFCFCC
F
NAD 83/ 20111
7
0
+0
0
-L-DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
U-4758 1/10/2024U4758_Hyd_prm_buf_psh_16a_ViewIn.dgnjharvey8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET 7 OF 11
BUFFER DRAWING
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
1/10/2024DATE:
SITE 3
BARN
WD
WOODS
VARI
ESEXISTING R/W
(REF. PB 211 PG 9)
925.0
930.0
929.0
CB
DI
15" RCP-IV
(TYP.)
3:1
2
4
" CAAP
15" RCP-IV
EST 17 SY GFD
EST 7 TONS
CL I RIPRAP
30"
SEE DETAIL 1
STRUCTURE
CONTROL
OUTLET
EST. 125 C Y FILL
EST. 4275 C Y C U T
B A SIN 16.1
D R Y D ETEN TION
EST 12 SY GFD
EST 4 TONS
CL I RIPRAP
0 12.5'6.25'12.5'
SCALE: 1"=25'
25'
0 50'25'50'
SCALE: 1"=100'
100'
SHEET 8 OF 11
BUFFER DRAWING
1/10/2024DATE:
-L-
STA 195+50MATCHLI
NE SEE SHEET 1918U-4758

-L- STA 182+50MATCHLINE SEE SHEET 17NAD 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
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
1/10/2024U4758_Hyd_prm_buf_psh_18.dgnjharvey8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SITE 4
EIPEIPEIP EIP
EIPE
IP
E
ASE
ME
NT
5'
UTILIT
Y
5.00'INV=946.84'
TOP=956.79'
INV=949.62'
INV=951.13'
24" RCP
REF PB 122 PG 117
15' ELECTRIC UTILITY EASEMENT
15.00'
15.00'REF PB 122 PG 11715' ELECTRIC UTILITY EASEMENT15.00'
20.00'REF PB 73 PG 25520' UTILITY EASEMENT
EIP
EIP
EIPEIPEIPEIP
EIP EIPE IP EIP20.00'
20.00'
REF PB 100 PG 119
20' UTILITY EASE
MENT
STONE
EIP
EIP
EIP
SPIKERAILROAD EIPEIP
EIP
REF PB 96 PG 4230' UTILITY EASEMENT20.00'20.00'
20.00'REF PB
9
6
P
G
4
2
2
0' UTI
LI
TY EAS
EMENTREF PB 96 PG 4220' UTILITY EASEMENT
EIPEIP
A
XLE
EIP
EIP
EIP
EIP
15" RCPEIP
EIP
EIP
EIP
20.00'
20.00'
R
E
F
P
B 141 P
G 113
20'
U
TILIT
Y
E
A
S
E
ME
N
T
EIP
20.00'
EIP
EIP
10.00'
10.00'
10.00'
10.00'
REF PB 38 P
G 32
10' E
ASE
ME
NT
REF PB 38 P
G 32
10' E
ASE
ME
NT
REF
P
B
3
8
P
G
3
2
10' EAS
EME
NT
EIP
EI
P
EIP
EIP
EIP
CONC
W/LT
L
T
LTLT
LT LTW/LT
LTLT
15" RCPWOODS
WOODS
WOODSWOODS
WOODS
WOODS
WOODS WOODSHOUSEWELL
WELL
72" WD
S
WD
WD
2SBK/FD
36" VINYL
72
" WDBKCONC
R
OC
K
72" WD
2SBK/FDGATEWDBKCONCBKWD
WD48" WD
S
48"
WD36" VINYL15" RCP
15" RCP
15" RCP
1
5
" RCP
12" RCP60" WW
& 9S
B
W36" VINYL
GATEFE
N
CE P
OST
36"
VI
N
YL
WOODS
WOODSWOODSGRB
HOUSEWELLS
HTR
WD 48" CHLCONC8' BSTGR
PLANTERBK
WELL
1SBKD
HOUSEWELL
GR
SPIGOT
1SFD
WD
GR
8'
G
R
10' GR
BOLLARD
1•SFD
WD
WD
1SBKD
WD
CONC
WALLVAR.BK
CONC
10' CONCWELL
BST
WELL
42"CONC36"CONC24"CONC36"CONC 7'SOI
L48"WD
1SBKD
CONC
WD30"BK3
S
E
L
E
C3
S
E
L
E
C
3S ELEC3S ELEC7' G
R 7' GR7' GR12" RCP
12" RCP
12" RCP
12" RCP15" RCP12" RCP15" RCP 12" RCPB
WD66" WD
BK
1SFD1" CONCGR
13'GRWELL1SFD
24"C
O
N
C
C
O
N
C
S
8'GR
8'GR
HTR
CANOPY
72"CONC
8'GR
GR
8'
G
R
WOODS
WOODS
WOODS15" RCPB
S
1
0' GR8' GRPERGOLAWD
EXISTING R/W
EXISTING R/W45.00'42.00'SR 1837 CLINARD FARMS RD 21' BSTEXISTING R/W60.00'EXISTING R/WEXISTING R/WEXISTING R/W
30.00'VARIES60.00'
60.00'E
XIS
TI
NG
R/WE
XIS
TI
NG
R/WS
R
19
16
R
OS
E HAVE
N RD
19'
B
S
T
30.00'VARI
ESEXISTING R/W
EXISTING R/W
60.00
'T
O
D
E
A
D
E
N
D
EXISTING R/WEXISTING R/W60.00'EXISTING R/WEXISTING R/WVARI
ESEXISTING R/W
W
W
T
W
THHCT
H
H
PLUG
VALVE
BLOW OFF
VALVE
AIR RELEASE
T
T
T
VALVE
FLAP
T
16" DI
16" DI
16" DI
6" PL
6" PL
6" PL
6" PL
4" PL
1.25" PLHIGH POINT CITY LIMITS (IN)(OUT)
HIGH POINT CITY
JUANITA A. SOUTHER
CHRISTOPHER B. SOUTHER
CENTER, INC.
COMMUNITY
TRIAD MUSLIM
CENTER, INC.
COMMUNITY
TRIAD MUSLIM
POLARIS HOLDINGS II, LLC
LYNN THAGGARD
STEVEN G. THAGGARD
PATRICIA L. CASAS
LUIS M. CASAS
ESLY LOPEZ
FRANCISCO BATZIN
GLORIA VARAS
ENRIQUE VARAS
ESLY LOPEZ
FRANCISCO BATZIN
WILMA J. BOOHER
GARY S. BOOHER
KEITH FRAZIER
ANGELA RENEE PENNY
BRADLEY C. PENNY
REVOCABLE TRUST
JEANETTE B. DILLON
BILLY G. DILLON AND
TRUSTEES UNDER THE
JEANETTE B. DILLON
BILLY G. DILLON
1S
BL
KDTRAVIS R. NICKELSTON
SAKTI, LLC
MICHAEL CHU
SUSAN CHU
VIENGNAKHONE MIXAYKHAM
NANCY R. GRIFFIN
MICHAEL B.BUTNER
LARRY C. ROBERSON
H
A
R
R
IN
G
TO
N
-Y
O
U
N
G
M
O
N
IC
A
EXISTING R/W
E
XIS
TI
NG
R/WE
XIS
TI
NG
R/W15'SR 1556 GALLIMORE DAIRY RD VAR BSTHH
HH
SR 1850 SANDY RIDGE RD BST VARIES
15" RCP
24" RCP
WPOLE
FLAG
GR
GR
GR
BST
GR15" RCP
12" RCP
C
ONC
P
A
D
C
O
N
C
P
A
D
(2)
G
E
N
E
R
A
T
O
R
S GR
G
R
G
R
GR
STEP
(4)STEPS
(BURIED)
PROPANE TANK
YI
CONCGRS
W
(2)SEPTIC LIDS
HH11'CONC
12" RCP
1
5
" RCP2SBKD
15"RCP
15"
R
C
P
CONC
G
R
RIP RAPHHV
A
R. HT BL
K WALL
BL
K WALL
V
AR. HT
60"CONC1SMTLBUSSERVICE60"CONC EI
P
120.00'
REF. PB 211 PG 9
REF PB 211 PG 9EASEMENTWATERLI
NE EXTENSI
ONTRAFFI
C CONTROL ANDHIGH POINT CIT
Y LI
MITS (IN)
(O
UT)HI
GH POI
NT CI
TY LI
MI
TS
(
I
N)
(OUT)
HOLDING, LLC 350 SOUTH LAND
VARI
ES01/31/23AREA U/C
01/31/23AREA U/C
01/31/23AREA U/C
LINE
AREA U/C
LINE
AREA U/C
EXISTING R/W(REF. PB 211 PG 9)(REF. PB 211 PG 9)EXISTING R/WEXISTING R/W(REF. PB 211 PG 9)KEITH W. PENDRY
DAVID W. ROBERTSON
DONNA J. THOMPSON
JANET R. RANDALL
JEAN F. ROBERTSON
108
110
111
112
113
114
115
116
117
118
120
121
122
123
124
125
132
127
109
127
151
5185190 195(FIELD VERIFY)
LINES/TANK
EXISTING SEPTIC
APPROX. LOCATION
CB
CB
CB
CB
CB
CB
2GI
2GI
2GI
2GI
CB
2GI
2GI
DI
MDCB
RETAIN
REMOVE 12" RCP12" RCP
REMOVE REMOVEREMOVEREMOVEREMOVEREMOVEREMO VE
REMOVE
REMOVEREMOVE REMOVE
REMOVE
REMOVE
REMOVE
15" RCP-IV
15"15"15" RCP-IV
15" RCP-IV
15" RCP-IV
15"15"
15"15"
15"18" RCP-IV 15" RCP-IV
15" RCP-IV
15" RCP-IV
1
8
" RCP-I
V15" RCP-IV
15" RCP-IV 15"15"
CB
24" RCP
RETAINREMOVERETAIN
EST 7 SY GFD
EST 2 TONS
CL B RIPRAP
EST 7 SY GFD
EST 2 TONS
CL B RIPRAP
REMOVE
36" RCP-IVHW
SEE DETAIL 18-2
184+00 TO 184+77
SPEC LAT V DITCH
SEE DETAIL 18-2
190+43 TO 192+25
SPEC LAT V DITCH
SEE DETAIL 18-3
14+00 TO 15+00
SPEC LAT V DITCH
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:1D
FROM STA. 14+00 TO STA. 15+00 -Y15- LT
Min. D= 1.0 Ft.
DETAIL 18-3
Ground
Natural
Flatter4:1 or
Slope
Fill
d 3:1B
D
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
FROM STA. 10+00 TO STA. 10+80 -Y14- RT
Slope
Fill
DETAIL 18-4
B=4.0 Ft.
Max. d=1.5 Ft.
Min. D=2.0 Ft.
Type of Liner=Class I Rip-Rap
Ground
Natural
Geotextile
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
4:1D
FROM STA. 11+00 TO STA. 13+00 -Y15- LT
FROM STA. 10+50 TO STA. 14+50 -Y13- RT
Min. D=1.0 Ft.
DETAIL 18-5
Ground
Natural
Flatter6:1 or
Slope
Fill
SEE DETAIL 18-5
10+50 TO 14+50
SPEC LAT V DITCH
SEE DETAIL 18-5
11+00 TO 13+00
SPEC LAT V DITCH
4:14:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
STA. 9+50 -Y14- LT
DETAIL 18-6
B=4.0 Ft.
Max. d=1.5 Ft.
Min. D=2.0 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner=Class I Rip-Rap
Geotextile
SEE DETAIL 18-6
EST 160 CY DDE
EST 583 SY GFD
EST 323 TONS
180 LF @ 4.0%
w/ CL I RIPRAP
STD 4' BASE DITCH
SEE DETAIL 18-7
10+00 TO 11+00
SPEC LAT V DITCH
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
4:1D
FROM STA. 10+00 TO STA. 11+00 -Y13- LT
Min. D=1.5 Ft.
DETAIL 18-7
Ground
Natural
Flatter6:1 or
Slope
Fill
SEE DETAIL 18-8
10+17 TO 11+50
SPEC LAT V DITCH
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
4:1D
FROM STA. 10+17 TO 11+50 STA. -Y14- LT
Min. D= 1.0 Ft.
DETAIL 18-8
Ground
Natural
Flatter4:1 or
Slope
Fill
TB 2GI
FL GR
TB 2GI
FL GR
TB 2GI
FL GR
TB 2GI
FL GR TB 2GI
FL GR
MDCB
FS
20:1 10:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2'
DETAIL 18-9
Traffic Flow
Outside Ditch 1.0' Max.0.5' Min.etc.
GI
STA. 15+38 -Y13- RT
C Proposed Ditch
EXISTING
DITCH TO
TIE PROPOSED
18" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV 15"
R
C
P-I
V
15" RCP
REMOVE
CB
SEE DETAIL 18-4
EST 293 SY GFD
EST 163 TONS
10+00 TO 10+80
DITCH w/ CL I RIPRAP
SPEC LAT 4' BASE
15" RCP-IV 24" RCP-IV 15
" RCP
-IV
3
0"
R
E
MOVE
4:14:
1
SPEC LAT V DITCH
Min. D=1.0 Ft.
(NOT TO SCALE)
FROM STA. 190+43 TO STA. 192+25 -L- RT
FROM STA. 184+00 TO STA. 184+77 -L- LT
DETAIL 18-2
GROUND
NATURAL
CB
15" RCP-IV
FOR ENLARGEMENT
SHEET 9 OF 11
SEE PERMIT DRAWING
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
F
F
F C
F
F
F
F
F
C
C
C
C
F
F
C CCCCCF
CCCF
C C

[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
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
1/10/2024U4758_Hyd_prm_buf_psh_18_ViewIn.dgnjharvey8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
18U-4758
NAD 83/ 2011
SHEET 9 OF 11
BUFFER DRAWING
0 25'12.5'25'
SCALE: 1"=50'
50'
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
1/10/2024DATE:
SITE 4
A
XLE
EIP
EIP
EIP
EIP
EIP
EIP
10.00'
10.00'
10.00'REF PB 38 P
G 32
10' E
ASE
ME
NT
REF P
B 38 P
G 32
10' E
ASE
ME
NT
REF
P
B
3
8
P
G
3
2
1
0' EAS
EMENTEIP
EI
P
19
8
WOODS
1
5
" RCP10' GR
1•SFD
WD
WD
48"WD
1SBKD
CONC30"BK60.00'
S
R
19
16
R
OS
E HAVE
N
R
D
19' BS
T
T
O
D
E
A
D
E
N
D
ESLY LOPEZ
FRANCISCO BATZIN
GLORIA VARAS
ENRIQUE VARAS
ESLY LOPEZ
FRANCISCO BATZIN
WILMA J. BOOHER
GARY S. BOOHER
ANGELA RENEE PENNY
BRADLEY C. PENNY
1
S
BL
KDE
XIS
TI
NG
R/WE
XIS
TI
NG
R/WGR
C
ONC
P
AD
C
O
N
C
P
A
D
(2)GE
NE
R
AT
OR
S GR
GRGR
GR
STEP
(4)STEPS
YI
(2)SEPTIC LIDS
2SBKD
15"
R
C
P
BL
K WALL
V
A
R. HT EI
P
HIG
H P
OINT
CIT
Y LI
MITS (IN)
(
O
UT)
117
118
120185 190DI
24" RCP
REMOVEREMOVE
36" RCP-IVHW
SEE DETAIL 18-6
EST 160 CY DDE
EST 583 SY GFD
EST 323 TONS
180 LF @ 4.0%
w/ CL I RIPRAP
STD 4' BASE DITCH
SEE DETAIL 18-8
10+17 TO 11+50
SPEC LAT V DITCH
15"
R
C
P-I
V
SEE DETAIL 18-4
EST 293 SY GFD
EST 163 TONS
10+00 TO 10+80
DITCH w/ CL I RIPRAP
SPEC LAT 4' BASE
3
0"
R
E
MOVE
F
Site Station StructureNo. (From/To) Size / Type1 14+29 / 14+82 -L- LTx 429 488 91714+27 / 14+79 -L- RTx 476 757 12332 54+51 / 55+97 -L- Roadway Fillx 1247 1247Bridgex 9215 3869 130843 169+48 / 170+40 -L- LT Roadway Fillx 32 2255 22874 188+58 / 189+43 -L- LT Outlet Channelx 1272 1177 24495 41+89 to 48+22 -L-LT Roadway Fillx 1057 9765 1082211424 9793 21217 1057 9765 10822 0 0NOTES:Revised 2018 Feb SHEET 10 OF 11BUFFER REPLACEMENTIMPACTSRIPARIAN BUFFER IMPACTS SUMMARYNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSTOTALS*:ROAD CROSSINGBRIDGEPARALLEL IMPACTZONE 1(ft2)ZONE 2(ft2)TYPEGUILFORD COUNTYU-475840251.1.1ALLOWABLE MITIGABLE1-10-24ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)Existing CulvertRev. Jan 2009
ZONE 1 (ft2)ZONE 2 (ft2)1 14+29/14+47 -L- LT 174174 0Revised 2018 Feb SHEET 11 OF 11WETLANDS IN BUFFER IMPACTS SUMMARY45021.1.1NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS1-10-24GUILFORD COUNTYU-4758WETLANDS IN BUFFERSSITE NO.STATION (FROM/TO)TOTAL:Rev. Jan 2009