20211721 Ver 1_Meeting Request Review Doc Attachment_20211129

(Version 2.08; Released April 2018)35013.1.1TIP No.:U-4015ACounty(ies):Guilford Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future:Year:2024Existing:Year:Aquatic T&E Species?NoComments:NoNoN/AYesDeck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative)ac.Typical cross-section is currently two to three lanes - 12.5'. Concrete median island - 13'+/- towards the end of the project.18,[e-mail] Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Water Supply IV (WS-IV)NCDWR Surface Water Classification for Water BodyRandleman LakeBuffer Rules in Effect:East Fork Deep Riverbiological impairment15,900Typical cross-section consists of five 12' lanes with a center turn lane along the corridor and varing locations of sidewalks and shoulders.Waterbody Information2018NCDWR Stream Index No.:35013.1.1Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)Widen and improve Gallimore Diary Road (SR 1556) from NC 68 to Airpark Drive. This section of road is currently two to three lanes and will be widened to five lanes. The typical section includes five 12' lanes with a center turn lane along the corridor. The shoulders and sidewalks will vary along the corridor. The jurisdictional streams within the study area have biological impairments (benthos) and are listed on the draft 2020 303d list. Design Mitigations for streams include:1. Steepening of roadway fill slopes within jurisdictional areas.2. Stormwater was designed to avoid direct discharge into jurisdictional features to maximum extent practicable.3. Stormwater design velocities entering jurisdictional features have beem mitigated to be non-erosive (less than 2 fps).4. Open shoulder sections were maximized to promote sheet flow from the roadway.5. Diffuse flow provided at outlets that do not have a well defined outfall.6. Dissipator pads are provided in buffers at pipe outlets where channel change occurs.8601 Six Forks Road Forum 1, Suite 700North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:1202 Birch Ridge DriveAddress:General Project InformationU-4015AWBS Element:Roadway WideningWBS Element:Trent Cormier, PENCDOT Contact:[phone]Raleigh, NC 27615Contractor / Designer:(984)[e-mail]:4/22/2021GuilfordGreensboro/High PointErik Seiler, PERaleigh, NC 27610River Basin(s): City/Town:9.5Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)NoIndustrial, FarmlandEast Fork Deep River17-2-(0.3)12.61.057 MIProject DescriptionProposed ProjectCape FearNoneSupplemental Classification: NoneWetlands within Project Limits?
VICINITY MAP (NTS)
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
POND
POND
POND
EAST FORK OF DEEP RIVER
DETENTION POND
RETENTION POND
STORMWATER
ENGLISH
PERMIT DRAWINGS
WETLAND & STREAM IMPACTS SHEET 1 OF 10
PERMIT DRAWING
25 50 10050
=

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0
0
0
PROFILE (HORIZONTAL)

PROJECT LENGTH
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
GRAPHIC SCALES PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
4/22/2021R:\Hydraulics\PERMITS_Environmental\Drawings\u4015a_hyd_tsh_prmwet.dgnFkeysCONTRACT:TIP PROJECT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NA50 25 50 100
10 5 10 20
=
=V
=DHV
=D
=T
=FUNC CLASS
ADT 2040
50 MPHU-4015AU-4015A
GUILFORD COUNTY
END PROJECT
PEN/A
18,800
ADT 2018 15,900
STATEWIDE TIER
URBAN MINOR ARTERIAL NAD 83/2011NAD 83/2011HIGH POINT
GREENSBORO
-L- POT STA. 66+00.00
END TIP PROJECT U-4015A
GREEN POINT DRIVE
SR 1554
-Y1-S. CHIMNEY ROCK RD
-Y2-
OF DEEP RIVER
EAST FORK
BEGIN PROJECT
TO I-40
35013.1.1
RIGHT OF WAY DATE:
FOR NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
PLANS PREPARED BY:
LETTING DATE:
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
1-888-521-4455 OR 919-878-9560
NC LICENSE NO. F-0112
RALEIGH, NORTH CAROLINA 27615-3960
8601 Six Forks Road, Forum 1 Suite 700
2018 STANDARD SPECIFICATIONSTO I -40GALL
IMORE
DA
IRY
ROAD
SR
1556-L
-2. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY ______________.
1. A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE CITY OF GREENSBORO & THE CITY OF HIGH POINT.
NOTES:
ZAC WILSON, EIT
(LYNWOOD SMITH EXPY.) TO AIRPARK RD. IN GREENSBORO
SR 1556 (GALLIMORE DAIRY RD.) FROM NC 68
* TTST=2% DUAL=4%
6% *
65%
10%
68
73
40
S.HI
GH POI
NTGREENSBOROHIGH POINTGREENSBORO
HIGH POINT
GREENSBORO
See Sheet 1-B For Conventional Symbols
See Sheet 1-A For Index of Sheets
LYNWOOD SMI TH EXPRESSWAYNC 68-L-
SCOTT D. BLEVINS, PETO HI GH POI NT05-21-2021
05-16-2023
-DR1-

AND SIGNALS
CULVERT, SIGNING, RETAINING WALLS,
GRADING, PAVING, WIDENING, DRAINAGE,
-L- POT STA. 10+25.00
BEGIN TIP PROJECT U-4015A
TOTAL LENGTH OF PROJECT U-4015A................... 1.056 miles
LENGTH STRUCTURE TIP PROJECT U-4015A........... 0.011 miles
LENGTH ROADWAY TIP PROJECT U-4015A............ 1.045 miles
BRIAN KETNER, PE
DIVISION PROJECT ENGINEER
CR
CR
CR
CR
CR
CR CR
CR
CR
CR CR
CR
CR
72.50'
-L- +28.00
65.50'
-L- +73.10
45.00'
65.00'
-L- +33.00 45.00'
65.00'
80.00'
-L- +90.00
103.00'
-L- +68.80
87.50'
-L- +57.67
45.00'63.50'-L- +10.00
65.00'
45.00'
-L- +70.00
80.00'
55.00'
45.00'
-L- +75.00
80.00'
54.00'
45.00'
-L- +00.00
55.00'
45.00'
-L- +65.00
55.00'
45.00'
-L- +85.00
44.64'66.00'-L- +40.00
65.00'
45.00'
-L- +90.00
44.65' (EX. R/W)
51.00'
66.00'
-L- +55.00
45.00'
65.00'
-L- +53.50
46.47' (EX. R/W)
-L- +45.00
47.74' (EX. R/W)
-L- +72.83S Regional RdRadar RdNational Service Road
N Chi
mne
y Roc
k Rd
Chi
mney Rock RdNic
holas RdHi
ghl
aw
n D
rBarrow RdBe
e
c
h
d
ale RdHickory Grove Rd
W
Ma
rke
t S
tW Friendly AveW Market St
National Service Road W Market St
Chimney Rock PlGallimore Dairy Rd
Guilford C ollege R d
Guilford Rd.69.09r DrBrewste Rd Col.Guilford.29.
3
8 .06.44.50.55.
2
9.63.95Gallimore Dairy Rd
15+00
20+00
25+00
30+00
35+00
40+00
45+00
50+00
55+00
60+00 70+00
20+00
65+00-L-
SITE 1
SITE 3
SITE 2
WOODS
GR 31' BSTB
RU
SH
BRUSH
WOODSWOODS
WOODS
WO O D S
BRUSH
SCATTERED TREES30" C&G30" C&G
10' CONC
BSTBSTBST WOODSWOODSSCATTERED TREESBRUSHBRUSHBRUS
HBRUSH
BRUSH
2S B L KB US
CONCCONCCONCG
R
G
R
GR
GR
SCATTERED
TREES
WOODS
WOODS
BRUSH
10' BST
BRUSH
BRUSH
WOODS 10' GRWOODS
BRUSH
A/G 8"DI
CONCOVER CONCA/G OI
L TANKGR VARIES
SR 1556 GALLIMORE DAIRY RD 37.5' BSTBRUSH
W/CONC
PLUGGED
BOTTOM
36' BSTGREEN POINT DR30" C&G30" C&GGR
SR
1556
GALLIMORE
DAIRY
RD
31' BST
CONC/DISTURBED
EIP
EIP
EIP
EIP
EIP
CONC
EIP
EIP
EIP
EIPEIP
EIP
NAILNAILCONC
EIP
CONC/DISTURBED
CONC/DISTURBED
87 GP 29 BP TNEMESAE YTILITU '587 GP 29 BP TNEMESAE YTILITU '520.00'20.00'25.00'25.00'25' INGRESS, EGRESS & ACCESS EASEMENT FOR POND MAINTENANCE PB 128 PG 9420' DRAINAGE EASEMENT PB 193 PG 34
WTA HOLDINGS LLC
LIMITS OF D.M.U.E. WET DETENTION POND PB 155 PG 117
POND ACCESS EASEMENT PB 155 PG 117EXISTING R/W
EX
IST
ING
R
/W
EXISTING R/W
EXISTING R/WEXISTING R/W
EXISTING R/W
EXISTING R/W
EX
IS
T
ING
R
/W
25.00'
30' SA N ITARY SEW ER EA SEM EN T PB 96 PG 143
30.00'
T
H
H
HH
H
H T
T HH
HH
HH HHHH
H
H
HH
T
ARV
TO REGENCT DRBICENTENNIAL GREENWAY
B ICE NT E NNIAL GR E E NWAY(P UMP S T A.)
P B 193 P G 34
P E R MANE NT UT ILITY & AC C E S S E AS E ME NT
9' BST
9' B S T
9' BST
9
' BST
9' BST
9' BST
SELDON E. PATTY
LIBERTY PROPERTY LP
LIBERTY PROPERTY LP
WTA HOLDINGS LLC
CITY OF GREENSBORO
H
H
HH
HH
GPC LEASING LLC
PB 155 PG 117
& UTILITY EASEMENT
105' DRAINAGE, MAINTENANCE
APPROX. LOCATION
CITY OF HIGH POINT
PB 92 PG 78
5' UTILITY EASEMENT
EASEMENT PB 193 PG 34
PERMANENT UTILITY & ACCESS
AROUND POND FOR ACCESS USE EXISTING
EASEMENT (DM&UE) OVER AND 15'
15' DRAINAGE, MAINTENANCE & UTILITY
EASEMENT
DRAINAGE
PERMANENT
BRUSHPB 155 PG 117
SEWER EASEMENT
25' SANITARY
EIP
H
H
12" RCP
15" RCP
FES
FES
15
" RC
P
12" RCP48" CMPCI
(2) DI's
DI
S
S
S
S
S
15" RCP
4
8" RCPCB 15" RCP15" RCP
CI24" RCP24" RCP
CI
15"
R
CP
15" RCP
FESOTCB
D I
CUL3CUL5CUL7CUL8CE1
HW1
CUL9CUL11CUL16CE2
HW2 MAT.
U
N
K
N
O
WN
12" S
Q.
U
N
K
N
O
WN
E
N
D36" CMP4-13X11 BARRELS
CUL3CUL5POND
POND
E A ST FO R K OF D E E P R IVER
DETENTION POND
RETENTION POND
STORMWATER
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DETENTION POND
SA
WA
WC
PA
PB
2
"PL
2
"PL
2"PL2"PL2"PL
12" D
I
12" DI
12
" D
I12" DI
2"PL
2"PL
2"
P
L
2
"PL
20" DI
20" DI
20+00
25+00
30+00
20+00
OF 11' PINE
RR SPIKE IN BASE
104.90' RT
-L- STA. 30+66.52
70' RT
-BY11- STA. 41+05.00
ELEV=839.05'
BM 18
CR CR8
6
10
12
13
11
11
9
F C F
F
F
F
C
F
F
C
C
C
F
F
F
F
F
C
C
F
F
F
F
F
F
F
F
F
F
F
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4/22/2021R:\Hydraulics\PERMITS_Environmental\Drawings\U-4015A_Hyd_prm_wet_psh05.dgnFkeys8/17/995U-4015A
SEE SHEET 6MATCHLINE -L- STA. 34+00.00SEE SHEET 4MATCHLINE -L- STA. 20+00.00 NAD 83/2011TRAFFIC DIAGRAMADT 2018
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR -DR1- PROFILE, SEE SHEET NO. 11
FOR -Y1- PROFILE, SEE SHEET NO. 11
FOR -L- PROFILE, SEE SHEET NO. 9
SITE 1
ENGLISH
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SEE INSET A
INSET A
05025 50 100
SCALE
025 25 50
SCALE FOR INSET
WETLAND
DENOTES FILL INFF
SHEET 2 OF 10
PERMIT DRAWING
25+00
F
SEE INSET A
CB
CB
CB
CB
CB
JB w/MH
CB
CB
CB
CB
CB
54" RCP-III
REMOVE
RETAIN
REMOVE RETAI
NRETAIN
RET
AI
N
REM
O
V
E
REMOVE
RETAIN
RETAIN REMOVEREMOVE
18" RCP-IV
24" RCP-IV
24" RCP-IV
24" RCP-IV15" RCP-IV
18" RCP-IV
15" RCP-IV
15" RCP-IV 15" R
C
P-IV
15" RCP-IV
15" RCP-IV
Adj. CB Adj. CB
30"
15"15"FS
18"
CB
CB
CB
18" RCP-IV
O
CB
JB w/MH
CB
54" RCP-III
24" RCP-IV15" RCP-IV
30"
OO
WOODS
GR 31' BSTB
RU
SH
BRUSH
WOODSWOODS
WOODS
WO O D S
BRUSH
SCATTERED TREES30" C&G30" C&G
10' CONC
BSTBSTBST WOODSWOODSSCATTERED TREESBRUSHBRUSHBRUSHBRUS
HBRUSH
BRUSH
2S B L KB US
CONCCONCCONCG
R
G
R
GR
GR
SCATTERED
TREES
WOODS
WOODS
BRUSH
10' BST
BRUSH
BRUSH
WOODS 10' GRWOODS
BRUSH
A/G 8"DI
CONCOVER CONCA/G OI
L TANKGR VARIES
SR 1556 GALLIMORE DAIRY RD 37.5' BSTBRUSH
W/CONC
PLUGGED
BOTTOM
36' BSTGREEN POINT DR30" C&G30" C&GGR
SR
1556
GALLIMORE
DAIRY
RD
31' BST
CONC/DISTURBED
EIP
EIP
EIP
EIP
EIP
CONC
EIP
EIP
EIP
EIPEIP
EIP
NAILNAILCONC
EIP
CONC/DISTURBED
CONC/DISTURBED
87 GP 29 BP TNEMESAE YTILITU '587 GP 29 BP TNEMESAE YTILITU '520.00'20.00'25.00'25.00'25' INGRESS, EGRESS & ACCESS EASEMENT FOR POND MAINTENANCE PB 128 PG 9420' DRAINAGE EASEMENT PB 193 PG 34
WTA HOLDINGS LLC
LIMITS OF D.M.U.E. WET DETENTION POND PB 155 PG 117
POND ACCESS EASEMENT PB 155 PG 117EXISTING R/W
EX
IST
ING
R
/W
EXISTING R/W
EXISTING R/WEXISTING R/W
EXISTING R/W
EXISTING R/W
EX
IS
T
ING
R
/W
25.00'
30' SA N ITARY SEW ER EA SEM EN T PB 96 PG 143
30.00'
T
H
H
HH
H
H T
T HH
HH
HH HHHH
H
H
HH
T
ARV
TO REGENCT DRBICENTENNIAL GREENWAY
B ICE NT E NNIAL GR E E NWAY(P UMP S T A.)
P B 193 P G 34
P E R MANE NT UT ILITY & AC C E S S E AS E ME NT
9' BST
9' B S T
9' BST
9
' BST
9' BST
9' BST
SELDON E. PATTY
LIBERTY PROPERTY LP
LIBERTY PROPERTY LP
WTA HOLDINGS LLC
CITY OF GREENSBORO
H
H
HH
HH
GPC LEASING LLC
PB 155 PG 117
& UTILITY EASEMENT
105' DRAINAGE, MAINTENANCE
APPROX. LOCATION
CITY OF HIGH POINT
PB 92 PG 78
5' UTILITY EASEMENT
EASEMENT PB 193 PG 34
PERMANENT UTILITY & ACCESS
AROUND POND FOR ACCESS USE EXISTING
EASEMENT (DM&UE) OVER AND 15'
15' DRAINAGE, MAINTENANCE & UTILITY
EASEMENT
DRAINAGE
PERMANENT
BRUSHPB 155 PG 117
SEWER EASEMENT
25' SANITARY
EIPRIP RAP
RIP RAP
MTL
EIP
H
H
EIP
H
H
12" RCP
15" RCP
FES
FES
15
" RC
P
12" RCP48" CMPCI
(2) DI's
DI
S
S
S
S
S
15" RCP
4
8" RCPCB 15" RCP15" RCP
CI24" RCP24" RCP
CI
15"
R
CP
15" RCP
FESOTCB
D I
CUL3CUL5CUL7CUL8CE1
HW1
CUL9CUL11CUL16CE2
HW2 MAT.
U
N
K
N
O
WN
12" S
Q.
U
N
K
N
O
WN
E
N
D36" CMP4-13X11 BARRELS
FES
CUL3CUL5795795795795795795795795795795 795795795800800800800800800
800800800800
800
800
800800800
800800
8008008008008008
0
0 800800800800
800805805805805805 805805
805
805
805
805
805 805805805805
805
805805805805805805805805805805805805805 805
805805
805805805805805
805805810810
810
810
810810
810 810810810810
810810810810810
810810
8108108108108108 1 0 810810 810810810810810810
815815
815
815815 815815815815815815815815815815815815815815 815815815815
815
815
815815820820
820820820
820820820820820820820820820
820
8208208208208208208
2
0
820
8
2
0 82082
5
825825
825825825825825825830830830830830830835835835835835835835840840840840845800800
800800805805805POND
POND
E A ST FO R K OF D E E P R IVER
DETENTION POND
RETENTION POND
STORMWATER
SA
WA
WC
PA
PB
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DETENTION POND
DETENTION POND
DETENTION POND
2
"PL
2
"PL
2"PL2"PL2"PL
12" D
I
12" DI
12
" D
I12" DI
2"PL
2"PL
2"
P
L
2
"PL
20" DI
20" DI
20+00
25+00
30+00
20+00
OF 11' PINE
RR SPIKE IN BASE
104.90' RT
-L- STA. 30+66.52
70' RT
-BY11- STA. 41+05.00
ELEV=839.05'
BM 18
CR CR
45.00' (EX R/W)
-L- +07.89
60.00'
-L- +77.19
55.00'
45.00'
-L- +77.19
8
6
10
12
13
11
11
9
45.00' (EX R/W)
-L- +74.54
60.00' (EX. R/W)
-L- +66.39
F C F
F
F
F
C
F
F
C
C
C
F
F
F
F
F
C
C
F
F
F
F
F
F
F
F
F
F
F
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4/22/2021R:\Hydraulics\PERMITS_Environmental\Drawings\U-4015A_Hyd_prm_wet_psh05_con.dgnFkeys8/17/995U-4015A
SEE SHEET 6MATCHLINE -L- STA. 34+00.00SEE SHEET 4MATCHLINE -L- STA. 20+00.00 NAD 83/2011TRAFFIC DIAGRAMADT 2018
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR -DR1- PROFILE, SEE SHEET NO. 11
FOR -Y1- PROFILE, SEE SHEET NO. 11
FOR -L- PROFILE, SEE SHEET NO. 9
SITE 1
ENGLISH
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SEE INSET A
INSET A
05025 50 100
SCALE
025 25 50
SCALE FOR INSET
WETLAND
DENOTES FILL INFF
SHEET 3 OF 10
PERMIT DRAWING
25+00
F
CAT-1
25+0025+00
F
SEE INSET A
CB
CB
CB
CB
CB
JB w/MH
CB
CB
CB
CB
CB
54" RCP-III
REMOVE
RETAIN
REMOVE RETAI
NRETAIN
RET
AI
N
REM
O
V
E
REMOVE
RETAIN
RETAIN REMOVEREMOVE
18" RCP-IV
24" RCP-IV
24" RCP-IV
24" RCP-IV15" RCP-IV
18" RCP-IV
15" RCP-IV
15" RCP-IV 15" R
C
P-IV
15" RCP-IV
15" RCP-IV
Adj. CB Adj. CB
30"
15"15"FS
18"
CB
CB
CB
18" RCP-IV
O
CB
JB w/MH
CB
54" RCP-III
24" RCP-IV15" RCP-IV
30"
OO
Responsive People | Creative Solutions
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: (919) 878-95605/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4/22/2021R:\Hydraulics\PERMITS_Environmental\Drawings\U-4015A_Hyd_prm_wet_PFL01.dgnFkeysENGLISH
-L- STA. 25+85.5
SITE 1
050100 50150200 100 150 200
790
800
810 810
790
800
U-4015A
SHEET 4 OF 10
PERMIT DRAWING
TOB - RT
TOB - LT
EXIST. STREAM BED
INV.=792.55'
EXIST. RCBC C INV.=792.52'
(TO BE RETAINED)
EXISTING 4 @ 13'X11' RCBC
INV.=792.15'
EXIST. STREAM BED
TOB - RT
TOB - LTROADWAY
EXISTING
2:1 (NORMAL)2.02:1
2:1 (NORMAL)
PROPOSED ROADWAY
G.P. ELEV. = 807.78'
O
SKEW 109
4 @ 13' X 11' RCBC
RETAIN AND EXTEND
C STA. 25+58.5 -L-L100-YR ELEV.=805.1'
50-YR (DESIGN) ELEV.=804.3'
(12/18/2020)
NWS=797.0'
Responsive People | Creative Solutions
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120
120120
130
130130
140
140140
150
150150
4/22/2021R:\Hydraulics\PERMITS_Environmental\Drawings\u4015a_hyd_prm_wet_xpl_L_site1.dgnFkeysPROJ. REFERENCE NO.SHEET NO.0
6/23/16800 800
810 810
820 820
25+00.00
800 800
810 810
820 820
25+50.00
800 800
810 810
820 820
26+00.00
800 800
810 810
820 820
26+50.00
800 800
810 810
820 820
27+00.00
X-7U-4015A
-L-
5 10
ENGLISH
SHEET 5 OF 10
PERMIT DRAWINGSITE 1
WETLAND
805.61
0.020 0.020
2:12:1
2:1796.00
2:1
806.04
0.020 0.020 2:12:1
2:1794.00
2:1
806.11
0.020 0.020
2:1 2:1807.61
0.020 0.010
2:1 2:1796.50
2:12:1809.15
0.020 0.002
3:12:1
799.50
2:12:1
WB
WOODSBRUSH
6
0"
C
ONC
6
0"
C
ONC
WOODS
WOODS
WOODS
WOODSGR
S
LT
S
60" CONC 24" C&G24" C&G24" C&G
24" C
&G
AWNING
MTL
LT
LT
BST
BSTBST BST
S
C
AT
T
E
R
E
D
T
R
E
E
S
LT
LT
LT
LT
LT
24
" C&G
24" C&G
24" C&G
24" C&G
24" C&G
BST
BST
BST
BST
BST
24
" C&G
LT
LT
WOODS
WOODS
LT
S
SS2SCONCBUS
S
S24" C&G24" C&GLT
GR
/BST(3
)GATE
POSTS
BLK
WALL
VAR
.HT
.1 •SCONCBUS
43' BSTAIRPARK SOUTH41' BS
T
CONC
CONC
CONC
SR 1556 GALLIMORE DAIRY RD 37.5' BST
30" C&G
24" C &G
3
0"
C
&G3
0"
C
&G24" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
EIP
E
IP
EIP/DISTURBED
EIP
EIP
T-
P
O
S
T
CAROLINA TRACTOR & EQUIPMENT CO.
20.0
0'
15.00'
25.00'
EXISTING R/W
E
XIS
TI
NG
R/WE
XIS
TI
NG
R/WEXISTING R/WEXISTING R/W
EXISTING R/W
EX
IST
ING
R
/W
EX
IST
ING
R
/W
EXISTING R/W
EXISTING R/W 20.00'
HHHHHH
HH
HH HHHH
H
H
T
HH
HH
TT
T
H
H
HH
HH HHHH
HH
T
H
H
TS
T
TS
T
TS
HH
S
OUT
H
C
HI
MNE
Y
R
OC
K
R
D
3
5.5'
B
S
T
S
R
15
5
4
T
O WE
NDOVE
R AVE
BICENTENNIAL GREENWAY
60"CONC
CAROLINA TRACTOR & EQUIPMENT CO.
SELDON E. PATTY
SELDON E. PATTY
WTA HOLDINGS LLC
HIGHWOODS/FORSYTH LP
HHHH
HH
HH
H
H
HH20.00'WTA HOLDINGS LLC
EIP
WOODS GR
EIP
W/FES36" RCP
S
C
I15
" RCP
S
24" RCP24" RCPCBCI
CI
18" RCP
18" RCP
DI
DI
CI
CI
CI15" RCP15"
R
C
P
15"
R
C
P
CI18" RCP
2
4
" RCPS
S
S18"RCPS
S
S
F
E
S
S
S
S
S
S
S
DI
18
" RCP 24" RCPCB
15" RCP
CB
DI
DI
15" RCP48" RCP
18
" RCP 66" CMP12" RCPCI
I
NV BOX=816.02INV BOX=822.43
66" CMP
INV=855.37
INV=855.37
INV=858.66
INV=863
.95INV=847.82INV
BOX=841
.83CI
INV=866
.74INV=839.661
5
" RCP
FOUND
END NOT
18" RCP
3
6"
R
C
P
15" RCP
15"
R
C
P 66" CMP66" CMP
SC
SD
WB
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
POST
S
IGN
2"PL
2"PL
2"PL2"PL2"PL2"PL
2
0" DI
2
0" DI
2"PL
CAT-1
CAT-1
35+00
40+00
45+00
CAT-1
AT-1
AT-1
OF 12' MAPLE
RR SPIKE IN BASE
89.03' RT
-L- STA. 40+66.60
119' RT
-BY11- STA. 50+97.00
ELEV=832.98'
BM 19
CR
CR
CR
CR
CR
CR CR
CR
CR
11
13
13
11
14
15
16
F
F
C
C
F
C
C
C
C
C
C
F
F F
F
F
F
C
C
C
C
C
F
F
C
F
F
TS
S
TS
*REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4/22/2021R:\Hydraulics\PERMITS_Environmental\Drawings\U-4015A_Hyd_prm_wet_psh06.dgnFkeys8/17/996U-4015A
SEE SHEET 5MATCHLINE -L- STA. 34+00.00SEE SHEET 7MATCHLINE -L- STA. 48+00.00NAD 8 3 /2 0 1 1
TRAFFIC DIAGRAM
ADT 2040
ADT 2018
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR -Y2- PROFILE, SEE SHEET NO. 11
FOR -L- PROFILE, SEE SHEET NOS. 9 & 10
ENGLISH
SITE 3
SITE 2
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
05025 50 100
SCALE
025 25 50
SCALE FOR INSET
SEE INSET B
SEE INSET A
INSET A
INSET B
SHEET 6 OF 10
PERMIT DRAWING
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
SURFACE WATER
IMPACTS IN
SURFACE WATER
TEMP. IMPACTS IN
SURFACE WATER
IMPACTS IN
SURFACE WATER
TEMP. IMPACTS IN
TS
SEE INSET B
37.00'
-Y2- +35.00
F
C
TS
S
* SEE INSET A
CB
CB
HW
CB
CB
ADJUST CB
CB
DI
CB
CB
CB
HW
CB CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
RETAIN
CB
CB
CB
RCP
-IV
24" RETA
IN
FLOWABLE FILL
PLUG & FILL W/
R
E
T
AI
NR
E
MOVEREMOVEFLOWABLE FILL
PLUG & FILL W/
REMOVE REMOVE
REMOVE
REMOVEREMOVE
REMOVE
RCP-IV
15"
18" RCP-IV
15"
R
C
P-I
V15" RCP-IVRCP-IV
15"
15" RCP-IV
42" RCP-IV42" RCP-IV15" RCP-IV
42" RCP-IV
66" RCP-IV 66" RCP-IV
66" RCP-IV 66" RCP-IV15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV 15" RCP-IV15" RCP
-
IV
2 @ 48" RCP-IV
24" RCP-IV24" RCP
-
IV
SEE PIPE DATA SHEET
FLOW AREA FOR 2 @ 48" = 25'; 1 @ 66" = 24'
IS PROPOSED TO AVOID EXCAVATION OF THE JS WITH 66" RCP.
SHOULDER POINT AT L STA. 38+50 RT. CURRENT DESIGN
BERM = 828.2' TO ALLOW FOR 1.5' FREEBOARD BELOW
L STA. 40+00 RT. HW CONTROL ELEVATION WITHOUT
ELEVATION OF 830.9' FOR THE 2 @ 48" RCP AT
THE BERM IS PROPOSED TO MEET HW CONTROL
2' BERM TOP ELEV. = 831.5'
SP. DET. CB
DI15" RCP-IVJB TO 2GI
CONVERT
CB
66" RCP-IV
RCP-I
V24"REMOVE
SYSTEM
REMOVE
SYSTEM
REMOVE
SYSTEM
REMOVE
SYSTEM
REMOVE
CB
INV. IN=828.0'REMOVEREMOVE
REMOVE 66" RCP-IV15" RCP-IV
2 @ 48" RCP-IV SP. DET. CB
CB
CB
CB
INV. IN=819.5'
RCP-IV
15"
42" RCP-IV RCP-I
V24"
WOODSBRUSH
6
0"
C
ONC
6
0"
C
ONC
WOODS
WOODS
WOODS
WOODSGR
S
LT
S
60" CONC 24" C&G24" C&G24" C&G
24" C
&G
AWNING
MTL
LT
LT
BST
BSTBST BST
S
C
AT
T
E
R
E
D
T
R
E
E
S
LT
LT
LT
LT
LT
24
" C&G
24" C&G
24" C&G
24" C&G
24" C&G
BST
BST
BST
BST
BST
24
" C&G
LT
LT
WOODS
WOODS
LT
S
SS2SCONCBUS
S
S24" C&G24" C&GLT
GR
/BST(3
)GATE
POSTS
BLK
WALL
VAR
.HT
.1 •SCONCBUS
43' BSTAIRPARK SOUTH41' BS
T
CONC
CONC
CONC
SR 1556 GALLIMORE DAIRY RD 37.5' BST
30" C&G
24" C &G
3
0"
C
&G3
0"
C
&G24" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
EIP
E
IP
EIP/DISTURBED
EIP
EIP
T-
P
O
S
T
CAROLINA TRACTOR & EQUIPMENT CO.
20.0
0'
15.00'
25.00'
EXISTING R/W
E
XIS
TI
NG
R/WE
XIS
TI
NG
R/WEXISTING R/WEXISTING R/W
EXISTING R/W
EX
IST
ING
R
/W
EX
IST
ING
R
/W
EXISTING R/W
EXISTING R/W 20.00'
HHHHHH
HH
HH HHHH
H
H
T
HH
HH
TT
T
H
H
HH
HH HHHH
HH
T
H
H
TS
T
TS
T
TS
HH
S
OUT
H
C
HI
MNE
Y
R
OC
K
R
D
3
5.5'
B
S
T
S
R
15
5
4
T
O WE
NDOVE
R AVE
BICENTENNIAL GREENWAY
60"CONC
CAROLINA TRACTOR & EQUIPMENT CO.
SELDON E. PATTY
SELDON E. PATTY
WTA HOLDINGS LLC
HIGHWOODS/FORSYTH LP
HHHH
HH
HH
H
H
HH20.00'WTA HOLDINGS LLC GR
EIP
EIP
W/FES36" RCP
S
C
I15
" RCP
S
24" RCP24" RCPCBCI
CI
18" RCP
18" RCP
DI
DI
CI
CI
CI15" RCP15"
R
C
P
15"
R
C
P
CI18" RCP
2
4
" RCPS
S
S18"RCPS
S
S
F
E
S
S
S
S
S
S
S
DI
18
" RCP 24" RCPCB
15" RCP
CB
DI
DI
15" RCP48" RCP
18
" RCP 66" CMP12" RCPCI
I
NV BOX=816.02INV BOX=822.43
66" CMP
INV=855.37
INV=855.37
INV=858.66
INV=863
.95INV=847.82INV
BOX=841
.83CI
INV=866
.74INV=839.661
5
" RCP
FOUND
END NOT
18" RCP
3
6"
R
C
P
15" RCP
15"
R
C
P 66" CMP66" CMP
8208208
2
0 825825825825825825825825825825825830830830
830
830830830830830830
8308
3
0
830830830830830
8358358
3
5
8
3
5
835835835
8358358358358358358
3
5
835
8358358408408408
4
0
84084084084084
0
840
8
4
0
8408
4
0
8408
4
0
8458458458458
4
5
845
845845845845845845850
850850
8508508508558558558558558
5
5
855855855860860860860860860865865865865865 865870870870870870875875875880SC
SD
WB
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
POST
S
IGN
2"PL
2"PL
2"PL2"PL2"PL2"PL
2
0" DI
2
0" DI
2"PL
CAT-1
CAT-1
35+00
40+00
45+00
CAT-1
AT-1
AT-1
OF 12' MAPLE
RR SPIKE IN BASE
89.03' RT
-L- STA. 40+66.60
119' RT
-BY11- STA. 50+97.00
ELEV=832.98'
BM 19
CR
CR
CR
CR
CR
CR CR
CR
CR
11
13
13
11
14
15
16
F
F
C
C
F
C
C
C
C
C
C
F
F F
F
F
F
C
C
C
C
C
F
F
C
F
F
TS
S
TS
*REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4/22/2021R:\Hydraulics\PERMITS_Environmental\Drawings\U-4015A_Hyd_prm_wet_psh06_con.dgnFkeys8/17/996U-4015A
SEE SHEET 5MATCHLINE -L- STA. 34+00.00SEE SHEET 7MATCHLINE -L- STA. 48+00.00NAD 8 3 /2 0 1 1
TRAFFIC DIAGRAM
ADT 2040
ADT 2018
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR -Y2- PROFILE, SEE SHEET NO. 11
FOR -L- PROFILE, SEE SHEET NOS. 9 & 10
ENGLISH
SITE 3
SITE 2
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
05025 50 100
SCALE
025 25 50
SCALE FOR INSET
SEE INSET B
SEE INSET A
INSET A
INSET B
SHEET 7 OF 10
PERMIT DRAWING
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
SURFACE WATER
IMPACTS IN
SURFACE WATER
TEMP. IMPACTS IN
SURFACE WATER
TEMP. IMPACTS IN
SURFACE WATER
IMPACTS IN
CR
CR
F
C
TS
S
* SEE INSET ASEE INSET A TS
SEE INSET BSEE INSET B
CB
CB
CB
CB
ADJUST CB
CB
DI
CB
CB
CB
CB CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
RETAIN
CB
CB
CB
RCP
-IV
24" RETA
IN
FLOWABLE FILL
PLUG & FILL W/
R
E
T
AI
NR
E
MOVEREMOVEFLOWABLE FILL
PLUG & FILL W/
REMOVE REMOVE
REMOVE
REMOVEREMOVE
REMOVE
RCP-IV
15"
18" RCP-IV
15"
R
C
P-I
V15" RCP-IVRCP-IV
15"
15" RCP-IV
42" RCP-IV42" RCP-IV15" RCP-IV
42" RCP-IV
66" RCP-IV 66" RCP-IV
66" RCP-IV 66" RCP-IV15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV 15" RCP-IV15" RCP
-
IV
2 @ 48" RCP-IV
24" RCP-IV24" RCP
-
IV
SEE PIPE DATA SHEET
FLOW AREA FOR 2 @ 48" = 25'; 1 @ 66" = 24'
IS PROPOSED TO AVOID EXCAVATION OF THE JS WITH 66" RCP.
SHOULDER POINT AT L STA. 38+50 RT. CURRENT DESIGN
BERM = 828.2' TO ALLOW FOR 1.5' FREEBOARD BELOW
L STA. 40+00 RT. HW CONTROL ELEVATION WITHOUT
ELEVATION OF 830.9' FOR THE 2 @ 48" RCP AT
THE BERM IS PROPOSED TO MEET HW CONTROL
2' BERM TOP ELEV. = 831.5'
SP. DET. CB
DI15" RCP-IVJB TO 2GI
CONVERT
CB
66" RCP-IV
RCP-I
V24"REMOVE
SYSTEM
REMOVE
SYSTEM
REMOVE
SYSTEM
REMOVE
SYSTEM
REMOVE
CB
CB
CB
INV. IN=819.5'
RCP-IV
15"
42" RCP-IV RCP-I
V24"CB
INV. IN=828.0'REMOVEREMOVE
REMOVE 66" RCP-IV15" RCP-IV
2 @ 48" RCP-IV SP. DET. CB
Responsive People | Creative Solutions
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120
120120
130
130130
140
140140
150
150150
4/22/2021R:\Hydraulics\PERMITS_Environmental\Drawings\u4015a_hyd_prm_wet_xpl_Y2_site2.dgnFkeysPROJ. REFERENCE NO.SHEET NO.0
6/23/16820 820
830 830
840 840
810 810
10+50.00
830 830
820 820
11+00.00
830 830
840 840
820 820
11+50.00
830 830
840 840
850 850
820 820
12+00.00
X-24U-4015A
-Y2-
5 10
ENGLISH
SHEET 8 OF 10
PERMIT DRAWING
SITE 2
WETLAND
WETLAND
WETLAND
825.41SHEAR INTERSECTION-L-0.008 0.013
4:1
827.16
0.010
4
:1
0.020
828.88
0.020
4
:1
0.020
4
:1
2:1
830.95
0.020
4
:1
0.028
4:1
2:1
Responsive People | Creative Solutions
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: (919) 878-95605/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4/22/2021R:\Hydraulics\PERMITS_Environmental\Drawings\U-4015A_Hyd_prm_wet_PFL03.dgnFkeysENGLISH
050100 50150200 100 150 200
820
830
840 840
820
830
U-4015A
-L- STA. 40+00
SITE 3
L
O
SKEW 90
C STA. 40+00 -L-
4 :1
2:
1
ELEVATION=824.63'
PROPOSED
ELEVATION=828.00'
PROPOSED
GROUND
EXISTING
ELEVATION=824.63'
PROPOSED CB
ELEVATION=825.90'
PROPOSED CB
(length=62' & length=23', RESPECTIVELY)
66" RCP-IV (BURIED) & 2 @ 48" RCP-IV (NOT BURIED)
SHEET 9 OF 10
PERMIT DRAWING
66" RCP-IV RCP-IV2 @ 48"
2.06%9.31%
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 24+03 to 25+45 -L- LT Stream Relocation 153
25+30 to 25+89 -L-Culvert 49
25+15 to 26+46 -L-Bank Stabilization 98 11
26+84 to 26+96 -L- LT Ditch Construction < 0.01
2 35+65 to 35+75 -L- RT 42" RCP-IV < 0.01 10 6
3 39+93 to 40+08 -L- RT 66"/2 @ 48" RCP-IV 36 9

TOTALS*:< 0.01 < 0.01 346 26 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb SHEET 10 OF 10

Site 1: Wetland WC will be a total take.

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
GUILFORD COUNTY
U-4015A

NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
FEBRUARY 2021
VICINITY MAP (NTS)
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
ENGLISH
PERMIT DRAWINGS
BUFFER IMPACTS SHEET 1 OF 5
PERMIT DRAWING
25 50 10050
=

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0
0
0
PROFILE (HORIZONTAL)

PROJECT LENGTH
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
GRAPHIC SCALES PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
4/22/2021R:\Hydraulics\PERMITS_Environmental\Drawings\u4015a_hyd_tsh_buff.dgnFkeysCONTRACT:TIP PROJECT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NA50 25 50 100
10 5 10 20
=
=V
=DHV
=D
=T
=FUNC CLASS
ADT 2040
50 MPHU-4015AU-4015A
GUILFORD COUNTY
END PROJECT
PEN/A
18,800
ADT 2018 15,900
STATEWIDE TIER
URBAN MINOR ARTERIAL NAD 83/2011NAD 83/2011HIGH POINT
GREENSBORO
-L- POT STA. 66+00.00
END TIP PROJECT U-4015A
GREEN POINT DRIVE
SR 1554
-Y1-S. CHIMNEY ROCK RD
-Y2-
OF DEEP RIVER
EAST FORK
BEGIN PROJECT
TO I-40
35013.1.1
RIGHT OF WAY DATE:
FOR NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
PLANS PREPARED BY:
LETTING DATE:
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
1-888-521-4455 OR 919-878-9560
NC LICENSE NO. F-0112
RALEIGH, NORTH CAROLINA 27615-3960
8601 Six Forks Road, Forum 1 Suite 700
2018 STANDARD SPECIFICATIONSTO I -40GALL
IMORE
DA
IRY
ROAD
SR
1556-L
-2. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY ______________.
1. A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE CITY OF GREENSBORO & THE CITY OF HIGH POINT.
NOTES:
ZAC WILSON, EIT
(LYNWOOD SMITH EXPY.) TO AIRPARK RD. IN GREENSBORO
SR 1556 (GALLIMORE DAIRY RD.) FROM NC 68
* TTST=2% DUAL=4%
6% *
65%
10%
68
73
40
S.HI
GH POI
NTGREENSBOROHIGH POINTGREENSBORO
HIGH POINT
GREENSBORO
See Sheet 1-B For Conventional Symbols
See Sheet 1-A For Index of Sheets
LYNWOOD SMI TH EXPRESSWAYNC 68-L-
SCOTT D. BLEVINS, PETO HI GH POI NT05-21-2021
05-16-2023
-DR1-

AND SIGNALS
CULVERT, SIGNING, RETAINING WALLS,
GRADING, PAVING, WIDENING, DRAINAGE,
-L- POT STA. 10+25.00
BEGIN TIP PROJECT U-4015A
TOTAL LENGTH OF PROJECT U-4015A................... 1.056 miles
LENGTH STRUCTURE TIP PROJECT U-4015A........... 0.011 miles
LENGTH ROADWAY TIP PROJECT U-4015A............ 1.045 miles
BRIAN KETNER, PE
DIVISION PROJECT ENGINEER
CR
CR
CR
CR
CR
CR CR
CR
CR
CR CR
CR
CRS Regional RdRadar RdNational Service Road
N Chi
mne
y Roc
k Rd
Chi
mney Rock RdNic
holas RdHi
ghl
aw
n D
rBarrow RdBe
e
c
h
d
ale RdHickory Grove Rd
W
Ma
rke
t S
tW Friendly AveW Market St
National Service Road W Market St
Chimney Rock PlGallimore Dairy Rd
Guilford C ollege R d
Guilford Rd.69.09r DrBrewste Rd Col.Guilford.29.
3
8 .06.44.50.55.
2
9.63.95Gallimore Dairy Rd
15+00
20+00
25+00
30+00
35+00
40+00
45+00
50+00
55+00
60+00 70+00
20+00
65+00-L-
SITE 1
SITE 3
SITE 2
WOODS
GR 31' BSTB
RU
SH
BRUSH
WOODSWOODS
WOODS
WO O D S
BRUSH
SCATTERED TREES30" C&G30" C&G
10' CONC
BSTBSTBST WOODSWOODSSCATTERED TREESBRUSHBRUSHBRUS
HBRUSH
BRUSH
2S B L KB US
CRANE
48" MTL RAIL CONCCONCCONCG
R
G
R
GR84" CHL & 3SWB8 4 " CHL & 3 S BWGR
SSCATTERED
TREES
WOODS
WOODS
BRUSH
10' BST
BRUSH
BRUSH
WOODS 10' GRWOODS
BRUSH
RISER
CMP
A/G 8"DI
CONC
84"C
HL
&3S
WBOVER CONCA/G OI
L TANKGR VARIES
SR 1556 GALLIMORE DAIRY RD 37.5' BSTBRUSH
W/CONC
PLUGGED
BOTTOM
36' BSTGREEN POINT DR30" C&G30" C&GMTL S
GR
SR
1556
GALLIMORE
DAIRY
RD
31' BST WW6
4"
MTL
S
CONC/DISTURBED
EIP
EIP
EIP
EIP
EIP
CONC
EIP
EIP
EIP
EIPEIP
EIP
NAILNAILCONC
EIP
CONC/DISTURBED
CONC/DISTURBED
20.00'20.00'25.00'25.00'WTA HOLDINGS LLC
EXISTING R/W
EX
IST
ING
R
/W
EXISTING R/W
EXISTING R/WEXISTING R/W
EXISTING R/W
EXISTING R/W
EX
IS
T
ING
R
/W
25.00'
30.00'TSARV
TO REGENCT DRBICENTENNIAL GREENWAY
B ICE NT E NNIAL GR E E NWAY(P UMP S T A.)
9' BST
9' B S T
9' BST
9
' BST
9' BST
9' BST
SELDON E. PATTY
LIBERTY PROPERTY LP
LIBERTY PROPERTY LP
WTA HOLDINGS LLC
CITY OF GREENSBORO
GPC LEASING LLC
CITY OF HIGH POINT
BRUSH
12" RCP
15" RCP
FES
FES
15
" RC
P
12" RCP48" CMPCI
(2) DI's
DI
S
S
S
S
S
15" RCP
4
8" RCPCB 15" RCP15" RCP
CI24" RCP24" RCP
CI
15"
R
CP
15" RCP
FESOTCB
D I
CONCMAT.
U
N
K
N
O
WN
12" S
Q.
U
N
K
N
O
WN
E
N
D36" CMPPOND
POND
E A ST FO R K OF D E E P R IVER
DETENTION POND
RETENTION POND
STORMWATER
PA
WA
SA
WC
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
2
"PL
2
"PL
2"PL2"PL2"PL
12" D
I
12" DI
12
" D
I12" DI
2"PL
2"PL
2"
P
L
2
"PL
20" DI
20" DI
PI Sta 30+97.20
20+00
25+00
30+00
DS = 50 mph
20+00
PI Sta 11+18.58
DS = 15 mph
-DR1-
OF 11' PINE
RR SPIKE IN BASE
104.90' RT
-L- STA. 30+66.52
70' RT
-BY11- STA. 41+05.00
ELEV=839.05'
BM 18
CR CR8
6
10
12
13
11
11
9
F C F
F
F
F
C
F
F
C
C
C
F
F
F
F
F
C
C
F
F
F
F
F
F
F
F
F
F
F
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4/22/2021R:\Hydraulics\PERMITS_Environmental\Drawings\U-4015A_Hyd_prm_buf_psh05.dgnFkeys8/17/995U-4015A
SEE SHEET 6MATCHLINE -L- STA. 34+00.00SEE SHEET 4MATCHLINE -L- STA. 20+00.00 NAD 83/2011TRAFFIC DIAGRAMADT 2018
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR -DR1- PROFILE, SEE SHEET NO. 11
FOR -Y1- PROFILE, SEE SHEET NO. 11
FOR -L- PROFILE, SEE SHEET NO. 9
05025 50 100
SCALE
SITE 1
ENGLISH
SHEET 2 OF 5
PERMIT DRAWING
ALLOWABLE IMPACTS ZONE 2
ALLOWABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2
CB
CB
CB
CB
CB
JB w/MH
CB
CB
CB
CB
CB
54" RCP-III
REMOVE
RETAIN
REMOVE RETAI
NRETAIN
RET
AI
N
REM
O
V
E
REMOVE
RETAIN
RETAIN REMOVEREMOVE
18" RCP-IV
24" RCP-IV
24" RCP-IV
24" RCP-IV15" RCP-IV
18" RCP-IV
15" RCP-IV
15" RCP-IV 15" R
C
P-IV
15" RCP-IV
15" RCP-IV
Adj. CB Adj. CB
30"
15"15"FS
18"
CB
CB
CB
18" RCP-IV
WOODSBRUSH
6
0"
C
ONC
6
0"
C
ONC
WOODS
WOODS
WOODS
WOODSGR
S
LT
S
60" CONC 24" C&G24" C&G24" C&G
24" C
&G
AWNING
MTL
LT
LT
BST
BSTBST BST
S
C
AT
T
E
R
E
D
T
R
E
E
S
LT
LT
LT
LT
LT
24
" C&G
24" C&G
24" C&G
24" C&G
24" C&G
BST
BST
BST
BST
BST
24
" C&G
LT
LT
WOODS
WOODS
LT
S
SS2SCONCBUS
S
S24" C&G24" C&GLT
GR
/BST(3
)GATE
POSTS
BLK
WALL
VAR
.HT
.1 •SCONCBUS
43' BSTAIRPARK SOUTH41' BS
T
CONC
CONC
CONC
SR 1556 GALLIMORE DAIRY RD 37.5' BST
30" C&G
24" C &G
3
0"
C
&G3
0"
C
&G24" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
EIP
E
IP
EIP/DISTURBED
EIP
EIP
T-
P
O
S
T
CAROLINA TRACTOR & EQUIPMENT CO.
20.0
0'
15.00'
25.00'
EXISTING R/W
E
XIS
TI
NG
R/WE
XIS
TI
NG
R/WEXISTING R/WEXISTING R/W
EXISTING R/W
EX
IST
ING
R
/W
EX
IST
ING
R
/W
EXISTING R/W
EXISTING R/W 20.00'
HHHHHH
HH
HH HHHH
H
H
T
HH
HH
TT
T
H
H
HH
HH HHHH
HH
T
H
H
TS
T
TS
T
TS
HH
S
OUT
H
C
HI
MNE
Y
R
OC
K
R
D
3
5.5'
B
S
T
S
R
15
5
4
T
O WE
NDOVE
R AVE
BICENTENNIAL GREENWAY
60"CONC
CAROLINA TRACTOR & EQUIPMENT CO.
SELDON E. PATTY
SELDON E. PATTY
WTA HOLDINGS LLC
HIGHWOODS/FORSYTH LP
HHHH
HH
HH
H
H
HH20.00'WTA HOLDINGS LLC
W/FES36" RCP
S
C
I15
" RCP
S
24" RCP24" RCPCBCI
CI
18" RCP
18" RCP
DI
DI
CI
CI
CI15" RCP15"
R
C
P
15"
R
C
P
CI18" RCP
2
4
" RCPS
S
S18"RCPS
S
S
F
E
S
S
S
S
S
S
S
DI
18
" RCP 24" RCPCB
15" RCP
CB
DI
DI
15" RCP48" RCP
18
" RCP 66" CMP12" RCPCI
INV
BOX=810
.86
I
NV BOX=816.02INV BOX=822.43
66" CMP
INV=855.37
INV=855.37
INV=858.66
INV=863
.95INV=847.82INV
BOX=841
.83CI
INV=866
.74INV=839.661
5
" RCP
FOUND
END NOT
18" RCP
3
6"
R
C
P
15" RCP
15"
R
C
P
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WB
SC
SD
ENGLISH
05025 50 100
SCALE
SHEET 3 OF 5
PERMIT DRAWING
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SITE 3
SITE 2
CAT-1
CAT-1
PI Sta 42+46.48PI Sta 10+51.38
35+00
40+00
45+00
DS = 55 mph
CAT-1
DS = 40 MPH
AT-1
AT-1
-Y2-
OF 12' MAPLE
RR SPIKE IN BASE
89.03' RT
-L- STA. 40+66.60
119' RT
-BY11- STA. 50+97.00
ELEV=832.98'
BM 19
CR
CR
CR
CR
CR
CR CR
CR
CR
11
13
13
11
14
15
16
F
F
C
C
F
C
C
C
C
C
C
F
F F
F
F
F
C
C
C
C
C
F
F
C
F
F
POST
S
IGN
2"PL
2"PL
2"PL2"PL2"PL2"PL
2
0" DI
2
0" DI
2"PLREVISIONS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4/22/2021R:\Hydraulics\PERMITS_Environmental\Drawings\U-4015A_Hyd_prm_buf_psh06.dgnFkeys8/17/996U-4015A
SEE SHEET 5MATCHLINE -L- STA. 34+00.00SEE SHEET 7MATCHLINE -L- STA. 48+00.00NAD 8 3 /2 0 1 1
TRAFFIC DIAGRAM
ADT 2040
ADT 2018
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR -Y2- PROFILE, SEE SHEET NO. 11
FOR -L- PROFILE, SEE SHEET NOS. 9 & 10
TRANSPORTATION FACILITY
EXISTING
FACILITY
TRANSPORTATION
EXISTING
CB
CB
HW
CB
CB
ADJUST CB
CB
DI
CB
CB
CB
HW
CB CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
RETAIN
CB
CB
CB
RCP
-IV
24" RETA
IN
FLOWABLE FILL
PLUG & FILL W/
R
E
T
AI
NR
E
MOVEREMOVEFLOWABLE FILL
PLUG & FILL W/
REMOVE REMOVE
REMOVE
REMOVEREMOVE
REMOVE
SEE DETAIL D
TOE PROTECTION
RCP-IV
15"
18" RCP-IV
15"
R
C
P-I
V15" RCP-IVRCP-IV
15"
15" RCP-IV
42" RCP-IV42" RCP-IV15" RCP-IV
42" RCP-IV
66" RCP-IV 66" RCP-IV
66" RCP-IV 66" RCP-IV15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV 15" RCP-IV15" RCP
-
IV
2 @ 48" RCP-IV
24" RCP-IV24" RCP
-
IV
SEE PIPE DATA SHEET
FLOW AREA FOR 2 @ 48" = 25'; 1 @ 66" = 24'
IS PROPOSED TO AVOID EXCAVATION OF THE JS WITH 66" RCP.
SHOULDER POINT AT L STA. 38+50 RT. CURRENT DESIGN
BERM = 828.2' TO ALLOW FOR 1.5' FREEBOARD BELOW
L STA. 40+00 RT. HW CONTROL ELEVATION WITHOUT
ELEVATION OF 830.9' FOR THE 2 @ 48" RCP AT
THE BERM IS PROPOSED TO MEET HW CONTROL
2' BERM TOP ELEV. = 831.5'
SP. DET. CB
DI15" RCP-IVJB TO 2GI
CONVERT
CB
66" RCP-IV
RCP-I
V24"REMOVE
SYSTEM
REMOVE
SYSTEM
REMOVE
SYSTEM
REMOVE
SYSTEM
REMOVE
Site Station StructureNo. (From/To) Size / Type1-L- 20+21 to 21+03 RTX5635631-L- 25+45 to 26+92Culvert Extension & Improvements-East X 10384 4758 15142Deep Fork River1-L- 22+66 to 25+45JBwMH & 54" RCP-III/Channel RelocationX 3919 1668 5587 522 5222-L- 35+08 to 36+33 RT42" RCP-IVX 2322 705 30273-L- 39+38 to 40+52 RT66"/2 @ 48" RCP-IVX 2226 1533 375918851 8663 27515 0 1086 1086 0 0NOTES:Revised 2018 Feb SHEET 4 OF 5ALLOWABLE MITIGABLEFebruary 2021ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)GUILFORD COUNTYU-4015ABUFFER REPLACEMENTIMPACTSRIPARIAN BUFFER IMPACTS SUMMARYNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSTOTALS*:ROAD CROSSINGBRIDGEPARALLEL IMPACTZONE 1(ft2)ZONE 2(ft2)TYPE
ZONE 1 (ft2)ZONE 2 (ft2)1 -L- 26+35 to 26+96 LT 96 1772 -L- 35+78 to 35+93 RT 16113 177Revised 2018 Feb SHEET 5 OF 5WETLANDS IN BUFFER IMPACTS SUMMARYNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSFEBRUARY 2021GUILFORD COUNTYU-4015AWETLANDS IN BUFFERSSITE NO. STATION (FROM/TO)TOTAL:Rev. Jan 2009