20210553 Ver 1_U-5896_hyd_prm_buf_20210826_20211011

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-L- STA. 6+40
BEGIN WW FENCE
-L- STA. 7+70BEGIN WW FENCE
-Y- STA. 23+45
END WW FENCE
-Y- STA. 11+37BEGIN WW FENCE
-Y- STA. 11+37
END WW FENCE
18+00 -RPD-GUTTER
END EXP.-Y- STA. 24+16.85BEGIN WW FENCE-L- STA. 44+25
END WW FENCE
-L- STA. 41+25END WW FENCE
12+00 -RPD-
GUTTERBEGIN EXP.
Uwharrie Rd
Weaver Ave
W Fairfield Rd Baker RdW English Rd
E Green Dr
E Green Dr
E Green Dr
W Green Dr
E Russell Ave
W Kivett Dr
W Russell Ave
S College DrW Green DrBaker RdW Green DrW Market Center Dr
W Green DrS College DrW Market Center Dr
1961
1300
1300
1300
1231
1232
1193
1193
1311
1468
1970
3668
1961
1962
1278
1300
1176
1193
4053
1300
1300
610
311
311
BUS
311
BUS
311
BUS
70
29
BUS
85
Ave
Finch S College DrSouthernNorfolkW Fairfield Rd
E. Fairfield Rd.
VICINITY MAP

D
T
V
=
=
=
=
=
=
%
%
MPH
ADT
ADT
% *

FUNC CLASS =
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
K
0
0
0
PROFILE (HORIZONTAL)

PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
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 DESIGN09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
4:44:38 PMR:\Hydraulics\PERMITS_Environmental\Drawings\U-5896_hyd_buf_tsh.dgnscjonesCONTRACT:TIP PROJECT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NAPROJECT
BEGIN
PROJECT
-L-
MI
MI
MI
PLANS PREPARED FOR THE NCDOT BY:
PO Box 700
Fuquay-Varina, NC 27526
[phone]
[phone] (Fax)
www.mottmac.com/americas
LICENSE NO. F-0669
GUILFORD COUNTY
60
2040
SIGNALS
TYPE OF WORK: GRADING, PAVING, DRAINAGE, STRUCTURE,
U-5896
U-5896END
TO THOMASVILLE
TO GREENSBOROTO HIGH POINTI-85 BUSINESS, US 29, US 70
-Y--RPA--RPB-
-RPC-
-RPD-
RICHLAND CREEK
4
TO ARCHDALE5
6
7-Y- POC Sta. 25+80.00
END CONSTRUCTION
-L- POC Sta. 44+25.00
END TIP PROJECT U-5896-L- POT Sta. 6+40.00
BEGIN TIP PROJECT U-5896
-Y- POC Sta. 10+50.00
BEGIN CONSTRUCTION
TOTAL LENGTH TIP PROJECTS U-5896 & B-5353
LENGTH OF STRUCTURE TIP PROJECT B-5353
LENGTH OF ROADWAY TIP PROJECT U-5896
= 0.034
= 0.717
= 0.683
MAY 31, 2019 NAD 83/2011PROPOSED SIGNAL
50 100
10050
10 20
2020 38,070
42,700
10
9
60
* TTST =4%DUAL =5%
FREEWAY
STATEWIDE TIER

PROJECT ENGINEER
PROJECT DESIGN ENGINEER

NCDOT CONTACT DIVISION 1
JORDAN WOODARD, PE
TIM JORDAN, PE
BRYAN C. KEY, PE
44674.1.2 NHP-0029(068)PE(U-5896)
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD _.
THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.25% PLANSSee Sheet 1B For Conventional Symbols
See Sheet 1A For Index of Sheets,

TERRACEGREENVIEW
BUS. 311S MAIN ST/THIS PROJECT IS WITHIN HIGH POINT MUNICIPAL BOUNDARIES.
-Y1-
AUGUST 18, 2020
-L- POC Sta. 22+47+/-
BEGIN TIP PROJECT B-5353
-L- POT Sta. 24+78+/-
END TIP PROJECT B-5353
(SR 1009 & US 311 BUSINESS), NEAR HIGH POINT
LOCATION: INTERCHANGE AT US 29, US 70 AND S MAIN STREET
BUFFER IMPACTS PERMIT
SHEET 1 OF 5
BUFFER DRAWING
SITE 1A SITE 1B
SITE 1C
SITE 1D
SITE 2
SITE 3
SITE 4
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
20.00'REF. PB 34 PG 16
20' UTILITIES EASEMENT
EXISTING R/W
EXISTING R/W
TO THOMASVILLE
24" RCP 18" RCPL SHAPED HW
US 29S-70W/I-85S BUS 34' BST
US 29N-70E/I-85N BUS 33' BST260.00'EXISTING R/W
EXISTING R/W
NORTH CAROLINA, LLC
WINDSOR INVESTMENTS OF
DI
OF HIGH POINT, INC
SOUTHWEST RENEWAL FOUNDATION
EMPIRE BUILDING, LLC
;;
;
;
;;;
3
1
2
RETAIN
RETAIN
2GI
2GI15" RCP-IV
SEE DETAIL 20
PSH
15"15" RCP-IV
SEE DETAIL 1
LATERAL 'V' DITCHEST. 410 CY DDE
EST. 275 SY GEOTEXTILE
EST. 105 TONS RIP RAP
SEE DETAIL 2
BERM BASE DITCH
2GI
JB w/MH
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com/americas
SEE SHEET NO. 5MATCHLINE -L- STA 10+50.00HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4 U-5896
1:46:52 PMR:\Hydraulics\PERMITS_Environmental\Drawings\U-5896_hyd_prm_buf_psh04.dgneberger8/17/99FOR -L- PROFILE SEE SHEET 8
MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2
SITE 1A
SHEET 2 OF 5
BUFFER DRAWING
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
-L- POT Sta. 1+74.81 5+00-L- Sta. 6+40.00
BEGIN OVERLAY & WIDENING RT 10+00-L-
8:1
-L- Sta. 6+40.00
BEGIN TIP U-5896
-L- Sta. 7+70.00
BEGIN OVERLAY & WIDENING LT
8:1
-L- Sta. 10+00.00
BEG. RET. WALL 1
10' PSEXISTEXISTF
F
F
C C
F
FNAD 83 / NA 2011
SS18"
R
C
P36" RCP3
6
" RCP18" RCP 15" RCPS
T
3-15" RCP
T
30" RCP
S
15" RCP36" RCP24" RCP
24" RCP
18" RCP
S12" RCP
12"
R
C
P 15
" RCP15" RCP
15" RCP
24" RCP24" RCP30" RCP30" RCP18" RCP15" RCP30" RCP18" RCP
4.5' CONC HW
18" DI 8"
V
C
8"
DI
8"
V
C 18" DI16" DI18" DI8" DI30" RCP
30" RCP 8" VC
8"
V
C 30" RCP24" RCP8" CIS
CB
S18" RCP8" VC
8" VC
BRIDGE #147
SEAT=834.82'
SEAT=834.81'15" RCP18" RCP18" RCP
S
S
S
S
S
18" RCP
30" RCP8" PVC8" VCS 15" RCP
CB
S
15" RCP15" RCPS
S8" DI8" DI
8" VC8" PVC
8" VC8" DI8" DI
6" VC
8" VC
18" RCPEIP
EIP
EIP
EIP
S12" RCPDI
S
15.00'
RICHLAND CREEK
RICHLAND CREEK
RICHLAND CREEK
EXISTING R/W
EXISTING R/W
EXISTING R/W EXISTING R/WREF. PB 49 PG 42
BY NC DEPT. OF TRANSPORTATION
RAMP ACCESS CLOSED
7
0.
0
0'
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXIS
TI
NG R/WEXI
STI
NG R/W"ARDALE DRIVE"
EXISTING R/W
EIP
EIP
EIP
30
.00'REF. PB 146 PG 5630' ACCESS EASEMENTEXISTING R/WEXISTING R/W
EXIS
TI
NG R/W15
.0
0'REF. PB 146 PG 5615' UTILITY EASEMENT15.00'25.00'2
5.
0
0'25.00'
25.00'
EIP
EIP
EIP EIP EIP
EIPEXISTING R/W
EXI
STI
NG R/
W EXISTING R/WEXISTING R/WEXISTING R/WEX
IST
ING
R
/W
10
" HD
PE
12" RCP
15"
R
C
P
GROUND PIPE
EXPOSED ABOVE
CE2
CUL4HW2CUL3CUL1HW1CUL2CE1
CULVERT #1
ONE BARREL
NORTH EAST ELEV.
CUL1 796064.20 1705604.44 799.21
CUL2 796067.19 1705608.47 799.24
CE1 796065.90 1705606.42 805.25
HW1 796065.56 1705606.50 806.85
CUL3 796160.19 1705533.29 798.21
CUL4 796163.16 1705537.37 798.19
CE2 796161.70 1705535.45 804.22
HW2 796161.79 1705535.31 805.781-5x6 BARREL2SFBUS
8" CONC CURB 8" CONC CURB8" CONC CURB8
" CONCCURB
VAR. HT BLK WALL
BST
LT
LT
24" C&G
24" C&G
VAR. HT CONC WALL24" C&G24" C&G
1SBLKBUSG
24" RCP16' GR
15" RCP
BST & CABLEMTL POST8"VC8" VC8" VCUNKNOWN
END
8" VC8" VC
8" VC8" VC8" VC8" VC8" VC8" VC24" VCP30" C&G
CONC60" CONC30" C&G6" CURB
CONC6" CURB6" C
U
R
B
60"CONCCONC60"CONCBSTCONC20" CONC WALL
1SBLKBUSCONCLTCONC
30" C&G30" C&G30" C&G30" C&G6" CURB6" CURB48"CONCCONCBS
T
BST60" CHL W/3SBW60" CHL W/3SBW
72" C
H
L W
/3SBW72" CHL W/3SBW72" CHL72" CHL72" CONC72" CONC
72" ALUMINUM
72" ALUMINUM 8" CURB8" CURB8" CURB
8" CURB 72" CHL72" CHLGATEGATE96" CHL60" CHL W/3SBW60" CHL
W/3SBW
60" CONC
30" C&G30" C&G30" C&G
30" C&G30" C&G30" C&G
30" C&G
CONC
72" VINYL
LT
LT
LT
60" CONC
30" C&G
30" C&G
3 0 " C&G3
0
" C&G24" C&G
BSTBST
BST
BST
LT
SIGN
8" CURB8" C
URB
12" R
CP
96" WD
96" WD96" WD
30" C&G
24" C&G24"C
&G
24" C&G 24" C&G
60" CONC
96" CONC
1SBKBUS76" CONCCANOPYCOVERED24"
C
&
G24" C
&
G24" C&G24" C&GBS
T
CONC CONC24"C&G
24"C&G
6
0"
C
O
N
C
SI
GN24"C&G
C
ONC
CONC
CONCW/
L
T
CONC66" WD24" C&G
30"
C
&G60"
C
ONC
66" WD
1S
F
B
K
B
U
S
6 0 " CONC60" CONC
SIGN
30" C&G
15" RCP
30" C&GLT CONCLT
LT
UNIT
AIR/VAC
CAP
VENT
W/3SBW72" CHL24" C&G72" CHLLT72" CHL7
2
" CHL6" CURB6" CURBCONC6" CURB8" CURB8" CURB
CONCGR
5S E L E C
5S ELEC
5S ELEC
5S ELEC
5S ELEC
72" CHL W/3SBW LT60" CONC60" CONCCONC
60" CONC60" CONC60" CONC60" CONC60" CONC128.00'128.00'
12
8.0
0'
12
8.0
0'
5S ELEC
5S ELECW/3SBW72" CHL CONCW/36" MTL FENCE
48" CONC WALL 72" CHL72" CHL W/3SBW72" CHL
72" CHL
UNKNOWN
END
REF. PB 40 PG 85DUKE ENERGY R/W
REF. PB 40 PG 85
DUKE ENERGY R/W
REF. PB 40 PG 85
DUKE ENERGY R/W
REF. PB 40 PG 85
DUKE ENERGY R/W
REF. PB 40 PG 85
DUKE ENERGY R/W EXI
STI
NG R/WEXISTING R/W
40.00'88.00'EXI
STI
NG R/WEXISTING R/WEXISTING R/W EXISTING R/W
UNKNOWN
END
EXISTING R/W 15.00'REF. PB 40 PG 8515' SEWER EASEMENT150.00'EXISTING R/W
EXISTING R/W
EXISTING R/W
147.00'EXISTING R/W
10
0.
0
0'
EXISTING R/W
EXISTING R/W
44.00'EXISTI
NG R/WEXISTING R/WEXISTING R/W60.00'
60.00'
EXISTING R/W
EXISTING R/W
88.00'EXISTING R/WEXISTING R/W88.00'EXISTING R/WEXISTING R/W
EXISTING R/W 260.00'EXISTING R/W
EXISTING R/W
WW
CONC
W/LT
W/LT
W/LT
W/LT
W/LT
W/LT3098.00'EXI
STI
NG R/WEXI
STI
NG R/WE
XISTIN
G R/W20.00'60.00'3 0.0 0 'EX
ISTING
R
/W50.00'
EXISTING R/W
15
" RC
P
T
T
HH
TSWWWEOIEOIEOI
EOIEOISE
XISTI
NG
R/WEXISTING R/W
30" C&GRAMP D
S
W CLOVERLEAF PLACE / RAMP CRAMP A
RAMP A
RAMP DR AMP B
RAMP B
GREENVIEW TERRACE
30" C&G30" C&G30" C&G30" C&G30" C&G30" C&G30" C&G
30" C&G22' BST22.5' BST
23' BST
2
0' BST17' BST20.
7' BST21' BST16' BS
T 21.5' BST17' BST 21.5' BSTUS 311 (S.
MAIN ST) 53'
BSTUS 311 (S.
MAIN ST)
59.5'
BSTUS 311 (S. MAIN ST)
55.8'
BSTUS 29-70/I-85 BUS 32' BST
US 29-70/I-85 BUS 33' BST
US 29-70/I-85 BUS 35' BST US 29-70/I-85 BUS 33.5' BST US 29-70/I-85 BUS 33.5' BST
US 29-70/I-85 BUS 36.5' BST
MODEL
FARM
RD
BST
VAR
IES
CONC
CONC
30" C&G6" CURB6" CURB6" CURB6" CURB6" CURB6" CURB6" CURB6" CURB6" C
U
R
B
6" CURB6" CURB6" CURB6" CURB30" C&G6" CURBC O N C
OWNERSHIP
UNKNOWN 12" RCP18" RCP
S
S
T
18" RCP18" RCP12"VCP21"VCP30"RCP8" DI30" RCP30"C&GBOLSKENDALL AVE 25' BST
TO KENILLWORTH DR
TO COLLEGE DRUS 311
(S. MAI
N ST) 64' BST7.5'CONC8'CONCCUL12CUL11CUL10HW2CE2CUL9CUL8CUL7CUL1CUL2CUL3HW1CE1CUL4CUL5CUL6EXISTING R/W52.00'
EXISTING R/W
HHTO DEAD END
TS12" CI6" CI6" CI6" CI
6" CI
6" CI
12" CI8" CI
8" CI 8" CI
6" CI
6" CI
2" CI6" CI6" C
I12" CI12" CI10" CI
10" CI
10" CI 10" CI10" CI10" CI
10" CI
10" CI
6" CI
6" C I
6" C I
6" CI6" CISIZE UNKNOWN6" CI12" CI12" CI
8" CI12" CI
6" CI
6" CI
8" CI
8
" CI
8" CI 6" STL2" STL
1" STL6" STL6" PL6" PL1" PL
1" PL
6" PL6" PL4" PL
6" PL2" P
L
2" PLBM 2
BM 3
OWNERSHIP
UNKNOWN
15" RCP
12" RC
P48" CHLCONCEXISTING R/W
EMPIRE BUILDING, LLC
W/FES
W/FES
EIP
MODEL FARM PROPERTIES, LLC
ATHENS INVESTMENTS
KRISHNA OF HIGH POINT, INC.
SCOTTISH BLUE, LLC
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
LT
W/LT
LT
CB
MARY K. CLARK
B. JOHNSON
CHARLES
EIP
EIP
EIP
ACOUISITION LLC
EPP RW
CB
CB
CB
CB
SALVATION ARMY260.00'UNKNOWN
END
SIGN
DI
SIGN
BK
SIGN
BK
EIP
LT
LT
POOL
EIP
BST
LT
W/LT
BST
BST
1SBLKBUS
1SBLKBUS
W/LT
BST
BST
BST
2SFBUS
BREEZEWAY
PIPE
GROUND
ABOVE
EXPOSED
REF.
PB 146 PG 5620'
SEWER EASEMENTLT
OTCB
DI
CB
LT
JAY MELADI KRUPA INC.
LT
BST
BST
BST
EIP
LT
W/LT
W/MIRROR
MTL POLE
SIGN
BST
BST
CLOVERLEAF, LLC
CLEMENTS FAMILY
BST
GR
GR
GR
20.5'
BS
TMODE
L F
AR
M
R
DW/LT
MARKER
HISTORICAL
12" TC
QAMAR ZAMAN
HW
CONC
L
LT
W/LT
EIP
CB
JB
BST
UNKNOWN
END
30" RCPMANHOLES
TRAP
GREASE
BST
1SFBUSCONC
UNKNOWN
END
JB BROKEN-UP
BST
LT
BST
LT
LT
SIGN
POLE
FLAG
SIGN
LT
LT
LT
POLE
SERVICE
BST
BST
BST
BST
BST
CONC
72"
6-BOLLARDS
BLK WALL
VAR. HT
WELL
MON.
EIP
LT
BST
WALL
BLK
100"
CONC
SIGN
SHED
POOL
STUCCO
DI
LT
EIP
HIGH POINT LLC
MAHADEV OF
BST
BST
BHATTI
ANJAM NAHID
LT
WELL
MON.
W/LTCONC
CANOPY
MTL
1SBKBUS
BST
BST
CONC
LT
W/LT
GRAVEL
SOIL &
CONC
SIGN
EIP
W/LT
LT
LT
SIGN
BLK
OF TRANSPORTATION
NORTH CAROLINA DEPARTMENT
LT
W/LT
CONC
CANOPY
MTL
1SFBUS
CANOPY
MTL
S
POLE
SERVICE
(PER PLANS)18" RCP
JB
PLANS
PER
BST
30' CONC
BST
CONC LT
MARGARET J. HERKE
JOHN A. HERKE
MARGARET J. HERKE
JOHN A. HERKE
EIP
BST
CULVERT
3'x3'
BST
EIPEIP
POLE
CAMERA
TRAFFIC
UNKNOWN
END
SIGN
CONC
DI
WW
CONC
TANK
HOLDING
POSSIBLE
OTCB
DI
OTCB
CB
SIGN
NCDOT
O'REILLY AUTOMOTIVE, INC.
1SBKBUS
BST
BST
GR
BST
BST
WELL
MON.
EIPW/LT
2SBKBUS
GATE
WELL
MON.
SAFE TRACK, INC.
BK WALL
VAR. HT LT
PUMP
DIESEL FUEL
CONC
CONC
LT
CAPS
VENT
LT
CAPS
TANK
CONC
BOLLARDS
1SBKBUS
PUMP
KEROSENE
SIGNGR
BST
EIP
WELL
MON.
OF HIGH POINT, INC.
HOLINESS CHURCH
FIRST PENTECOSTAL
24" CMP
OUTCROPPING
ROCK
W/FES
POSS. SERVICE
END UNKNOWN
CONC
BST
WELL
MON.
EIP
LT
VALVES
CONC
EIP
3-BOLLARDS
CAPS
VENT
ALARM
OVERFLOW
CAPS
TANK
CAPS
TANK
CONC
CONC
HW
CONC
L-
TANK
KEROSENE
A/G
LT
BST
BST
BST
SIGN
W/FES
GATE
BST
BST
PLACE
CLOVERLEAF
NW
EIP
CAPS
TANK
GROUND PIPE
EXPOSED ABOVE
REF. PB 40 PG 85
15' SEW ER EA SEM EN T
CONC
ABAND
1SBKBUS
BST
2SFBUS
R
E
F. P
B
18
4
P
G
9
U
TILIT
Y
E
AS
E
ME
N
T
2
5' AC
C
E
S
S &LT
BST
UNKNOWN
END
LT
72" VINYL
LT
BST
BST
BST
MONUMENT
CONCRETE
W/FES
W/FES
CB
BST BST
BST
REF. PB 184 PG 9& UTILITY EASEMENT25' ACCESS
CB
BST
CB
DI
R
C
P15"EIP EIP
2-BOLLARDS
WW
CONC
WW
CONC
OF TRANSPORTATION
NORTH CAROLINA DEPARTMENT
LT
CONC
CONC
MONUMENT
CONCRETE
EIP
LT
BST
SIGN
DI
JB
EXPOSED
EIP
EIP
HW
CONC
8'
BST
BST
BST
LT
DI
LT
LT
OF HIGH POINT INC
HOLINESS CHURCH
FIRST PENTECOSTAL
EIP
EIP
15" RCP
CB
CB
W/LT
BST
S
BLK WALL
VAR. HT
BST
EIP
BRYNDA H. BULLARD
MALCOLM F. BULLARD
W/LT
1SBKBUS
RCP
18"
W/LT
BLAIR PARK GOLF COURSE
CITY OF HIGH POINT
CBKENILWORTH DR28' BSTHW
U-CONC
ABANDONED
LT
BST
CONC
MTL RAIL
W/ 34"
BK WALL
VAR HT
CB
CB
RCP18"
HW
CONC
BARRELS3-9x8UNIT
AIR/VAC
SIGN
EIP
LT DI
RCP18"
CB
SIGN
LT
LT
WALL
IN
NAIL
W/LT
UNKNOWNSIZEU/MTL CANOPY
8 GAS PUMPS
4-ISL'S
SIGN
BST
W/LT
CB EIP
CONC
JB
CBRCP
30"RCP30"W/LT
RCP
15"US 311 (S. MAIN ST)

61'
BSTCB
GR
SIGN
CONC
BST
CB
W/LT
BST CANOPYU/MTLPUMPS16 GAS8
-
I
SL'SRCP
15"
BST
GR
HW
CONC
6'W/3SBW72" CHLCONC30"GR
GR
1SBLKBUS RCP18" CONC
LT DI
CB
RCP12"C&G30";
;
;
;
;;;
;
;
;
;
;;
;;;
;;
;
;
;
;
;;
EIP
US 29-70/I-85 BUS
43.5' BST
US 29-70/I-85 BUS
42' BST
-L- STA. 10+75
DOUBLE FACE GR
TIE TO EXISTING
20+0020+00C
B
8:1
8:1
15+0015+00A
25+0020+00D
2
0
+
0
0 15+0015+0018+00 -RPD-
GUTTER
END EXP.
-DR1- PT Sta. 14+16.08
-DR1- PC Sta. 13+12.09
-DR1- PT Sta. 11+22.74
-DR1- PC Sta. 10+85.60
-DR1-
12+00 -RPD-
GUTTER
BEGIN EXP.
8:1
8:1
-L- STA. 18+75.00
END DOUBLE FACE GR
-L- STA. 28+60.00
BEGIN DOUBLE FACE GR
8:1
8:1
SEE SHEET SIGN-2B
OVERHEAD SIGN 'C'
GR PROTECTION FOR
-DR1- POT Sta. 10+80.00
-DR1- POT Sta. 14+25.00
2
22
23
21
4
3
608
609
24
11
607
605
605
604
603
602 601
606
5
5
14
15
13
604
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com/americas

8:20:29 AMR:\Hydraulics\PERMITS_Environmental\Drawings\U-5896_hyd_prm_buf_psh05.dgnebergerLOCATION:
DESIGNED BY:
CHECKED BY:
COUNTY:TIP NO.:
DATE:
PLANS
0 50 50 100
GRAPHIC SCALE
REVISIONS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5
6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
GUILFORD SEE SHEET NO. 6MATCHLINE -L- STA 39+00.00SEE SHEET NO. 4MATCHLINE -L- STA 10+50.00SEE SHEET NO. 7MATCHLINE -Y- STA 23+50.00
U-5896
U-5896
S MAIN STREET (SR 1009)
INTERCHANGE AT I-85 BUSINESS, US 29, US 70 AND
MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2
SITE 1B
SITE 1C
SITE 1D
SITE 2
SITE 3
SHEET 3 OF 5
BUFFER DRAWING
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SITE 1E
PILING
FOR AERIAL SEWER
STABILIZATION
RIP RAP BANK
CB
CB
CB
FS
FS
FLOWABLE FILL
FILL WITH
FS
FS
SBG +71
BEGIN
REMOVE18"24"
2GI
2GI
2GI
SYSTEM
REMOVE
RETAIN
2GI
OTCB
2GI 2GI
15" RCP-IV
2GI
2GI
15" RCP-IV
2GI2GI
15" RCP-IV
24"CB
2GI
CB
2GI
CB
2GI
CB
CB
18"
2GI
2GI18" RCP-
I
I
I
FS
30"
CB
CB
CB
BDO
15"CB
CB15" RCP-IV
CB
15"CB
CB
CB
2GI
2GI
CB
SYSTEM
REMOVE
SYSTEM
REMOVE
2GI
2GI
2GI1 5" RCP-III 2GI
15"2GI
2GI-A
CB
CB
DI
SPECIAL RETAI
NRETAIN
RETAINSEE DETAIL 16
SPECIAL CUT DITCH
SEE DETAIL 16
SPECIAL CUT DITCH RETAINRETAIN
RETAIN
RETAINSEE DETAIL 16
SPECIAL CUT DITCH
SEE DETAIL 16
SPECIAL CUT DITCH
RETAIN2GI
2GI 2GI
2GI
15"
15" RCP-IV
24" RCP-IV
24"15"15"2GI
2GI
2GI
2GIELBOWS
15" W/
BDO
15"
R
CP-III
2GI
15" W/ELBOWS
BDO
SYSTEM
REMOVE
24"
SYSTEM
REMOVE
SYSTEM
REMOVE
BDO
SYSTEM
REMOVE
SYSTEM
REMOVE
BDO
2GI
2GI
SYSTEM
REMOVE
2GI
2GI-A
2GI-A
2
4" RCP-
I
VSYSTEM
REMOVE
REMOVE
REMOVE
REMOVE
2GI
SEE DETAIL 20
PSH
2GI
18" RCP-III
54" RCP-III
CB
FLOWABLE FILL
FILL WITH
FS
RCP-III18"REMOVE
FS48" RCP-IV48" RCP-IV42" RCP-IVRETAIN
REMOVE2GI
2GI
15" RCP-IV
2GI-A
15" RCP-IV
15" RCP-IV
15" RCP-I
V SYSTEM
REMOVE
REMOVE
DI
15" RCP-IV

TRENCHLESS INSTALLATION
48" WELDED STEEL
SEE DETAIL 1
LATERAL 'V' DITCH
SEE OUTLET DETAIL
EST. 205 SY GEOTEXTILE
EST. 180 TONS
FILL IN CHANNEL
CLASS II RIP RAP
36" RCP
OF EXIST.
REMOVE +/-10'
EST. 475 CY DDE
EST. 345 SY GEOTEXTILE
EST. 195 TONS RIP RAP
SEE DETAIL 12
STANDARD BASE DITCH
EST. 3260 CY DDE
EST. 295 SY GEOTEXTILE
EST. 165 TONS RIP RAP
SEE DETAIL 12
STANDARD BASE DITCH
EST. 7 SY GEOTEXTILE
EST. 2 TONS
CLASS B RIP RAP
EST. 10 SY GEOTEXTILE
EST. 3 TONS
CLASS B RIP RAP
SEE DETAIL 1
LATERAL 'V' DITCH
TRENCHLESS INSTALLATION
30" WELDED STEEL
EST. 15 CY DDE
SEE DETAIL 9
STANDARD 'V' DITCH
EST. 10 CY DDE
EST. 75 SY GEOTEXTILE
EST. 45 TONS RIP RAP
SEE DETAIL 19
STANDARD BASE DITCH
SEE DETAIL 13
CUT DITCH
BACK OF CURB
SEE DETAIL 14
CUT BASE DITCH
BACK OF CURB
EST. 7 SY GEOTEXTILE
EST. 2 TONS
CLASS B RIP RAP
SEE DETAIL 13
CUT DITCH
BACK OF CURB
INSTALLATION
TRENCHLESS
STEEL
48" WELDED
SEE DETAIL 13
CUT DITCH
BACK OF CURB
SEE DETAIL 13
CUT DITCH
BACK OF CURB
INSTALLATION
TRENCHLESS
24" WELDED STEEL
INSTALLATION
TRENCHLESS
24" WELDED STEEL
EST. 7 SY GEOTEXTILE
EST. 2 TONS
CLASS B RIP RAP
EST. 720 CY DDE
SEE DETAIL 9
STANDARD 'V' DITCH
EST. 1160 CY DDE
EST. 195 SY GEOTEXTILE
EST. 110 TONS RIP RAP
SEE DETAIL 12
STANDARD BASE DITCH
EST. 7 SY GEOTEXTILE
EST. 2 TONS
CLASS B RIP RAP
TRENCHLESS INSTALLATION
18" WELDED STEEL
SEE DETAIL 1
LATERAL 'V' DITCH
SEE DETAIL 13
CUT DITCH
BACK OF CURB
15"W/ELBOWS18"GTDGTD
GTD GTD
GTD
GTD
RETA
IN
W/ELBOWS
24"
15" RCP-III
SYSTEM
REMOVE
GTD
GTD
GTD
GTD
GTD
GTD
GTD
GTD
GTD
GTD
GTD
GTD GTD
GTD
GTD 30" RCP-IV30" RCP-IV42" RCP-IV42" RCP-IV30" RCP-IVW/ELBOWS15"SYSTEM
REMOVE
SEE DETAIL 13
CUT DITCH
BACK OF CURB
GTD
W/ELBOWS15"
FILL
FLOWABLE
FILL WITH
W/ELBOWS
15"
W/ELBOWS15"RCP-III
1
8
"W/ELBOWS15"
W/ELBOWS
15"
+13
END SBG
+54
END SBG
W/ELBOWS
15"
24" RCP-IV
RCP-III
15"W/ELBOWS30"
SEE DETAIL 16
SPECIAL CUT DITCH
SYSTEM
RETAIN
SYSTEM
RETAIN
SYSTEM
RETAIN
SYSTEM
REMOVE
SYSTEM
REMOVE
2GI
15" RCP-IV
HW
-L- STA. 10+50 TO 11+50 LT
ROCK PLATING
-L- STA. 12+60 TO 14+00 LT
ROCK PLATING
W/ELBOWS
18"
W/ELBOWS
15"
JB w/MH
EST. 30 SY GEOTEXTILE
EST. 10 TONS RIP RAP
SEE DETAIL 3
TOE PROTECTION
EST. 60 CY DDE
EST. 140 SY GEOTEXTILE
EST. 55 TONS RIP RAP
SEE DETAIL 2
BERM BASE DITCH
ELBOWS
18" W/
DI
DI
RCP-IV
24"
EST. 10 SY GEOTEXTILE
EST. 3 TONS
CLASS B RIP RAP
EST. 7 SY GEOTEXTILE
EST. 2 TONS
CLASS B RIP RAP
EST. 65 GEOTEXTILE
EST. 25 TONS RIP RAP
SEE DETAIL 3
TOE PROTECTION
2GI
ELBOWS
15" W/
+50 -L- RT
END SBG
SEE INLET DETAIL
EST. 160 SY GEOTEXTILE
EST. 100 TONS
CLASS I RIP RAP
EXISTING 5'x6' RCBC
RETAIN & EXTEND
SEE DETAIL 1
LATERAL 'V' DITCH
EST. 7 SY GEOTEXTILE
EST. 2 TONS
CLASS B RIP RAP 48" RCP-IVDI
15"
2
4
"
DI
DI 36" RCP-IV36" RCP-IVRCP-IV
18"
2GI
24"
2GI
2GI
15" RCP-IV
2GI
RCP-IV 15"RCP-IV 15"EST. 90 CY DDE
EST. 105 SY GEOTEXTILE
EST. 35 TONS RIP RAP
SEE DETAIL 7
BERM 'V' DITCH EST. 40 CY DDE
EST. 70 SY GEOTEXTILE
EST. 30 TONS RIP RAP
SEE DETAIL 2
BERM BASE DITCH
EST. 40 CY DDE
SEE DETAIL 8
BERM 'V' DITCH
24" RCP-IVEST. 40 CY DDE
SEE DETAIL 8
BERM 'V' DITCH
EST. 150 CY DDE
EST. 290 SY GEOTEXTILE
EST. 95 TONS RIP RAP
SEE DETAIL 7
BERM 'V' DITCH
EST. 60 CY DDE
SEE DETAIL 11
LATERAL 'V' DITCH
EST. 20 CY DDE
SEE DETAIL 9
STANDARD 'V' DITCH
HW
SBG +96.5
BEGIN
+70 RT
BEGIN SBG
15" RCP-IV
JBw/MH
EST. 25 SY GEOTEXTILE
EST. 10 TONS RIP RAP
SEE DETAIL 3
TOE PROTECTION
EST. 760 CY DDE
EST. 120 SY GEOTEXTILE
EST. 45 TONS RIP RAP
SEE DETAIL 5
STANDARD BASE DITCH
EST. 280 CY DDE
EST. 135 SY GEOTEXTILE
EST. 60 TONS
SEE DETAIL 6
STANDARD BASE DITCH
EST. 790 CY DDE
EST. 160 SY GEOTEXTILE
EST. 70 TONS RIP RAP
SEE DETAIL 6
STANDARD BASE DITCH
EST. 390 CY DDE
EST. 145 SY GEOTEXTILE
EST. 165 TONS RIP RAP
SEE DETAIL 10
LATERAL BASE DITCH
EST. 210 CY DDE
EST. 120 SY GEOTEXTILE
EST. 60 TONS RIP RAP
SEE DETAIL 15
LATERAL BASE DITCH
EST. 210 CY DDE
EST. 205 SY GEOTEXTILE
EST. 90 TONS RIP RAP
SEE DETAIL 15
LATERAL BASE DITCH
EST. 185 SY GEOTEXTILE
EST. 70 TONS RIP RAP
SEE DETAIL 4
LATERAL BASE DITCH
EST. 90 CY DDE
SEE DETAIL 9
STANDARD 'V' DITCH
EST. 90 CY DDE
EST. 250 SY GEOTEXTILE
EST. 85 TONS RIP RAP
SEE DETAIL 7
BERM 'V' DITCH
EST. 90 CY DDE
EST. 240 SY GEOTEXTILE
EST. 95 TONS RIP RAP
SEE DETAIL 2
BERM BASE DITCHSPSPWCWE-RPC- SC Sta. 12+24.00
26.57 OFFSET RT
-L- POT Sta. 10+84.23
-RPC- ST Sta. 10+00.00
-L- Sta. 10+75.00
BEGIN GRADE U-5896
-Y- PC Sta. 10+00.00
-RPC- PC Sta. 21+54.12
-RPB- PT Sta. 20+06.74
-RPA- PT Sta. 22+18.75
-Y- Sta. 10+55.00
BEGIN CONSTRUCTION
-Y- POC Sta. 13+53.84
-RPB- POT Sta. 21+37.77
-RPB- SC Sta. 12+24.00 15+00-Y- PT Sta. 17+91.23
-RPC- ST Sta. 18+37.10
-RPB- CS Sta. 15+89.72
-RPB- ST Sta. 18+13.72
-RPB- PC Sta. 19+04.78
-RPB-
-RPC-
-Y1- POT Sta. 10+00.00
-Y1-
-L-20+008:1
-L- Sta. 15+50.00
END RET. WALL 1
8:1
-RPC- CS Sta. 16+13.10
-Y- PT Sta. 14+04.65
-RPA- PC Sta. 20+29.79
-RPA- ST Sta. 17+34.69
-RPD- PC Sta. 23+06.69
-Y- PC Sta. 23+21.69
-RPD- PT Sta. 24+95.64
-RPC- PT Sta. 23+80.96
-RPA-25+0030+0035+00-Y- POC Sta. 13+47.74
-RPA- POT Sta. 24+05.40
-Y- POT Sta. 21+39.99
-RPD- POT Sta. 26+15.27
-Y- PC Sta. 16+70.74
-Y- POT Sta. 21+39.99
-RPC- POT Sta. 24+12.66 -Y--Y--RPD- CS Sta. 15+33.76
-RPD- ST Sta. 17+57.76
-RPD-
8:1
-RPA- SC Sta. 12+24.00
-L- PC Sta. 37+51.17
-RPD- SC Sta. 12+24.00
27.38 OFFSET LT
-L- POT Sta. 36+81.31
-RPA- ST Sta. 10+00.00
15+00
20+00
-RPA- CS Sta. 15+10.69
26.82 OFFSET LT
-L- POT Sta. 12+53.87
-RPB- ST Sta. 10+00.00
BEGIN CONSTRUCTION
END CONSTRUCTION
SKEW 95.09°
-Y- PT Sta. 16+91.33
-L- POT Sta. 23+62.87
C
F F
C
F
FF
C
F
C
F
C
C
F
C
F
C
C
CC
FF
C
F
C
F
C
C
F
C
C
F
FC
C
F
F
C
F
C
C
F
C F
F
C
C
C
F
C
C
F
C
C
C
F
F
F
C
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
C
C
C
C
C
F
F
F
C
F
F
F
F
F
F
F
C
C
C
C
C
F
F
C
CFF
F
F
C
F
F
F
F
C
FNAD 83 / NA 2011
TO GREENSBORO
24" RCP24" RCPINV=815.93'
US 29N-70E/I-85N BUS 34' BST
US 29S-70W/I-85S BUS 34' BST
US 29N-70E/I-85N BUS 32' BST
US 29S-70W/I-85S BUS 33' BST
TOP=812.65'260.00'EXISTING R/W
EXISTING R/W
10' GR
BST
10" CI
10" CI
W/FES
W/FES
DI
CONC
EIP
EIP
GATE CITY HOLDINGS
;;
;;
;
;
RICHLAND CREEKRICHLAND CRE
E
KOP
EN SP
ACE
P
ER PB
12
1
P
G
14
2THE
P
UBLI
C
F
OR DRAI
NAGEWAY ANDAREA DEDI
CATED TO THE CI
TY OF HI
GH POI
NT ANDEIP
EIP
CITY OF HIGH POINTBROKERS I
NC.
EIP BROKERS INC.
GATE CITY HOLDINGS
MODEL FARM PROPERTIES, LLC
OPEN SPACE PER PB 121 PG 142
THE PUBLIC FOR DRAINAGEWAY AND
AREA DEDICATED TO THE CITY OF HIGH POINT AND
EIP
-L- STA. 44+25
END WW FENCE
-DR1- POT Sta. 10+00.00
-L- STA. 41+25
END WW FENCE
23
24
24
SYSTEM
RETAIN
2GI-A 2GI-A
30"
30"
30"
0603
06020601
EST. 400 CY DDE
EST. 575 SY GEOTEXTILE
EST. 320 TONS RIP RAP
SEE DETAIL 12
STANDARD BASE DITCH
EST. 7 SY GEOTEXTILE
EST. 5 TONS RIP RAP
SEE DETAIL 18
RIP RAP AT EMBANKMENT
EST. 14 SY GEOTEXTILE
EST. 5 TONS
CLASS B RIP RAP
AND INSTALL
REMOVE SEPERATED FES
EST. 14 SY GEOTEXTILE
EST. 5 TONS
CLASS B RIP RAP
SEE DETAIL 1
LATERAL 'V' DITCH
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com/americas
SEE SHEET NO. 5MATCHLINE -L- STA 39+00.00HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
6U-5896
4:45:17 PMR:\Hydraulics\PERMITS_Environmental\Drawings\U-5896_hyd_prm_buf_psh06.dgnscjones8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
FOR -L- PROFILE SEE SHEET 8 & 9
MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2
SITE 3
SITE 4
SHEET 4 OF 5
BUFFER DRAWING
Raleigh, NC 27606
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
-L- PT Sta. 47+78.1245+00-L- PC Sta. 42+27.35
-L- Sta. 41+25.00
END OVERLAY & WIDENING LT
-L- Sta. 44+25.00
END OVERLAY & WIDENING RT
-L- Sta. 44+25
END TIP U-589640+00-L- Sta. 39+50.00
END GRADE U-5896
-L-
-L- PT Sta. 39+74.71
27.39 OFFSET RT
-L- POC Sta. 39+43.43
-RPD- ST Sta. 10+00.00
CC
C
C
F
FF NAD 83 / NA 2011
Site Station StructureNo. (From/To) Size / Type1A 9+02 to 10+78 -L- LT RoadwayX 3445 2166 56111B 11+45 to 12+76 -L- LT RoadwayX 3445 329 37741C 11+32 to 13+47 -RPB- LT RoadwayX 3883 2025 590815+85 to 20+53 -RPB- LT RoadwayX 6439 1574 801310+75 to 11+77 -Y- RT RoadwayX 2488 24881E 12+63 to 14+23 -L- LT Aerial SewerX 3246 621 38672 11+60 to 13+88 -L- RT 48" Welded Steel PipeX 7941 4596 125373 38+20 to 39+63 -L- LT RoadwayX 1437 2875 43124 46+62 to 47+40 -L- LT Standard Base DitchX 1292 901 219310429 4596 15025 23187 10491 33678 0 0NOTES:Revised 2018 Feb SHEET 5 OF 5RIPARIAN BUFFER IMPACTS SUMMARYNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSTOTALS*:ROAD CROSSINGBRIDGEPARALLEL IMPACTZONE 1(ft2)ZONE 2(ft2)TYPEGUILFORDU-5896ALLOWABLE MITIGABLE1DBUFFER REPLACEMENTIMPACTS44674.1.28/20/2021ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)