R-5861 General Cherokee Utility Permit Drawings July September revisions

VICINITY MAP (NTS)VICINITY MAP (NTS)
IN
V=1646.41'
INV
=1580.03'
INV=1586.32'
IN
V=1595.86'
INV=1598.26'
INV=1652.39'
INV=1648.40'
HYD
RAN
TYAR
DTANK
SEPTIC
TANKSEPTIC
TANKSEPTIC
TANKSEPTIC
TANKSEPTIC
TANKSEPTIC
TANKSEPTIC
TANKSEPTICTANKSEPTIC
TANKSEPTIC
TANKSEPTIC
TANK
SEPTIC
TANKSEPTIC
TANKSEPTIC
TANKSEPTIC
TANKSEPTIC
TANKSEPTIC
TANKSEPTIC
TANKSEPTIC
TANKSEPTIC
TANK
SEPTIC
TANKSEPTIC
TANK
SEPTIC
TANK
SEPTIC
TANK
SEPTIC
TANK
SEPTIC
TANK
SEPTIC
(APPROX)
TANK
SEPTIC
TANKSEPTIC
TANKSEPTIC
PER OWNERNO SEPTIC SYSTEM
GATE LOCKEDACCESS FOR SEPTICCOULD NOT
TANKSEPTIC
TANKSEPTIC
TANKSEPTIC
GATE LOCKED
ACCESS FOR SEPTIC
COULD NOT
FIND SEPTIC TANKCOULD NOT
CANNOT GPRPOSSIBLE SEPTIC
TANKSEPTIC
TANKSEPTIC
TANKSEPTIC
TANKSEPTIC
CANNOT GPR
SEPTIC NOT FOUNDCANNOT GPR
SEPTIC NOT FOUND
TANKSEPTIC
TANKSEPTIC
HYD
RAN
TYAR
D18" RCP
18" RCP
10" HDPE
8" HDPE 18" RCP
18" RCP
RFCDATE: 10/03/2018
ADDITIONAL SURVEY REQUEST
ENGLISH
25 50 10050
=

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.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
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
5/25/2023R:\Hydraulics\PERMITS_Environmental\Drawings\Utility Drawings\R5861_Hyd_prm_utl_tsh.dgnaburkeCONTRACT:TIP PROJECT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NA50 25 50 100
10 5 10 20
NCDOT CONTACT:
RFC
FOR NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
PLANS PREPARED BY:
PE
Brandon McInnis, P.E.NAD 83/ 20112018 STANDARD SPECIFICATIONS
=
=60 MPHV
=DHV
=D
=T
DATE: 10/03/2018
ADDITIONAL SURVEY REQUEST
See Sheet 1-B For Conventional Symbols
See Sheet 1-A For Index of Sheets
R-5861R-5861
CHEROKEE COUNTY
TO US 64 / 74.
WIDENING US 19 / 129 FROM THE GEORGIA STATE LINE
ADT 2023
ADT 2043
8%
9,477
11,103
55%
FUNC CLASS=RURAL ARTERIAL
BIRCH
BELL VIEW
RANGER
National Forest
Nantahala
Panther Top
Fort Butler Mtn.
Nottely River
Nottely River
Laurel Branch
Nottely River
CULBERSON
LETITIA
Walker Mill
Cre
e
k
MACEDONIA
CLARKS STORE
(SR 1602)Church Rd.Snow Hill
(SR 1303)
Panther Top Rd.
129
19
74
64
294
60
74
64
129
19
(SR 1127)Bell Hill Rd.
KINSEY
4
5
6
7
8 9
10111213
14 15
16
17
18
192021TO GEORGI
ATO MURPHYTO
J
OHNSONVI
LLE-L- STA. 10+25.00
BEGIN TIP PROJECT R-5861
-L- STA. 209+46.82
END TIP PROJECT R-5861(B
L
A
IR
SV
ILLE
H
W
Y.)-L
- U
S 19 / 12974
64
74
64
129
19
CHEROKEE COUNTY
NORTH CAROLINA
GEORGIA
DIVISION 14
PROJECT
BEGIN
PROJECT
END
Jillian Hinson, E.I.
SR 1664
-Y1- JIM CORDELL RD.
-Y4- BOBCAT LN.
SR 1643
-Y6- PRICE WEAVER RD.
-Y8- AZALEA LN.
-Y5- MOUNTAIN WILLOW LN.
SR 1583
-Y3A- LANCE RD.
SR 1556
-Y3- MARTINS CREEK RD.
SR 1667
-Y10A- TAYLOR HENSEN RD.
-Y9- EMERALD DOWNS DR.
-DR8- COBB CIR.
Kenneth J. McDowell
DECEMBER 19, 2023
-DR2-
-DR1-
-DR6-
-DR11-
-DR14-
-DR20-
-DR18-
-DR19-
-DR21-
TOTAL LENGTH OF PROJECT R-5861...................3.773 miles
LENGTH STRUCTURE TIP PROJECT R-5861...........0.004 miles
LENGTH ROADWAY TIP PROJECT R-5861............3.769 miles
47427.1.1
4% *
(* TTST=2% / * DUAL=2%)
-L_DET1- -L_DET2-
-L_DET4-
-L_DET3-
-L_DET6- GEORGIA STATE LINESR 1580
-Y11- HEDDEN RD.
-Y2- MOCCASIN CREEK RD.
SR 1590
END CONSTRUCTION
END CONSTRUCTION END CONSTRUCTION
END CONSTRUCTION
END CONSTRUCTION
END CONSTRUCTION
END CONSTRUCTION
BEGIN CONSTRUCTION
BEGIN CONSTRUCTION
BEGIN CONSTRUCTION
BEGIN CONSTRUCTION
-DR17-
-DR16-
BEGIN CONSTRUCTION
END CONSTRUCTION
-L- STA. 127+61.07
BEGIN CULVERT
-L- STA. 127+69.10
END CULVERT
-L- STA. 72+04.04
END CULVERT
-L- STA. 71+83.47
BEGIN CULVERT
-DR5-
-DR7-
-DR9-
-DR10-
-DR12-
-DR13-
SR 1583
-Y7- LANCE RD.
-DR15-
SR 1667
-Y10B- TAYLOR HENSEN RD.
-Y11A-
NHP - 0019 (058)
47427.2.1
END CONSTRUCTION
-Y12- US 64 / US 74
END CONSTRUCTION
SR 1593
-Y13- GOLD BRANCH RD.
-DR22-
-DET_DR22-
-DR23-
-DR24-
-L- STA. 9+94.08
BEGIN CONSTRUCTION R-5861
-DET_DR18-
-DET_DR19-
-DET_DR18B-
-DET_Y1-
1-888-521-4455 OR 919-878-9560
NC LICENSE NO. F-0112
RALEIGH, NORTH CAROLINA 27615
8601 SIX FORKS ROAD, FORUM 1, SUITE 700
BEGIN CONSTRUCTION
BEGIN CONSTRUCTION
END CONSTRUCTION
-Y12- US 64 / US 74
JULY 20, 2021
-DR26-
-DR27-
-DR25-
R/W
47427.2.2 UTILITIES
47427.3.1

CONSTRUCTION

& CULVERTS
GRADING, PAVING, WIDENING, DRAINAGE,
SIGNAL UPGRADE
REGIONAL TIER
-DR28-
OFFSITE DETOUR
DATE: 6/2/2023
S-0XX : 100% ROADWAY PLANS
-L_DET4-
Rd.)(Mill Hollow 1619
1571
1572
1573
1574
1633
1570
1580
1575
1589
1590
15881642
1625
1576
1578
1303
1303
1308
1309
1307
1127
1556
1556
1308
P259
C3
1305
1304
1304
1300
1165
1127
1302
1597
1596
1597
1597
1598
1599
1626
1600
1599
1123
1123
1123
1124
1164
1127
1302
1301
1124
1300
1300
1423
1126
1602
1596
1610
1595
1594
1594
1593
1667
1580
1580
1582
1581
1603
1583
1643
1590
1590
1585
1587
1586
1585
1556
1584
1612
1592
1663 1590
1404
1666
1667
1664 1665
1304
1580
1556
1591
1593
1556
1585
1306
1163
1558
15561557
1556
1398
15601556
1556
1611
1559
1556
1613
1579
1559
1673
1558
1559
1676
1677
1681
1453
1596
1579
1398
1654
1305
1305
1583
1173
IN
V=1646.41'
INV
=1580.03'
INV=1586.32'
IN
V=1595.86'
INV=1598.26'
INV=1652.39'
INV=1648.40'
25 50 10050
=

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.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
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
5/25/2023R:\Hydraulics\PERMITS_Environmental\Drawings\Utility Drawings\R5861_Hyd_prm_utl_tsh.dgnaburkeCONTRACT:TIP PROJECT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NA50 25 50 100
10 5 10 20
NCDOT CONTACT:
RFC
FOR NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
PLANS PREPARED BY:
PE
Brandon McInnis, P.E.NAD 83/ 20112018 STANDARD SPECIFICATIONS
=
=60 MPHV
=DHV
=D
=T
DATE: 10/03/2018
ADDITIONAL SURVEY REQUEST
See Sheet 1-B For Conventional Symbols
See Sheet 1-A For Index of Sheets
R-5861R-5861
CHEROKEE COUNTY
TO US 64 / 74.
WIDENING US 19 / 129 FROM THE GEORGIA STATE LINE
ADT 2023
ADT 2043
8%
9,477
11,103
55%
FUNC CLASS=RURAL ARTERIAL
BIRCH
BELL VIEW
RANGER
National Forest
Nantahala
Panther Top
Fort Butler Mtn.
Nottely River
Nottely River
Laurel Branch
Nottely River
CULBERSON
LETITIA
Walker Mill
Cre
e
k
MACEDONIA
CLARKS STORE
(SR 1602)Church Rd.Snow Hill
(SR 1303)
Panther Top Rd.
129
19
74
64
294
60
74
64
129
19
(SR 1127)Bell Hill Rd.
KINSEY
4
5
6
7
8 9
10111213
14 15
16
17
18
192021TO GEORGI
ATO MURPHYTO
J
OHNSONVI
LLE-L- STA. 10+25.00
BEGIN TIP PROJECT R-5861
-L- STA. 209+46.82
END TIP PROJECT R-5861(B
L
A
IR
SV
ILLE
H
W
Y.)-L
- U
S 19 / 12974
64
74
64
129
19
CHEROKEE COUNTY
NORTH CAROLINA
GEORGIA
DIVISION 14
PROJECT
BEGIN
PROJECT
END
Jillian Hinson, E.I.
SR 1664
-Y1- JIM CORDELL RD.
-Y4- BOBCAT LN.
SR 1643
-Y6- PRICE WEAVER RD.
-Y8- AZALEA LN.
-Y5- MOUNTAIN WILLOW LN.
SR 1583
-Y3A- LANCE RD.
SR 1556
-Y3- MARTINS CREEK RD.
SR 1667
-Y10A- TAYLOR HENSEN RD.
-Y9- EMERALD DOWNS DR.
-DR8- COBB CIR.
Kenneth J. McDowell
DECEMBER 19, 2023
-DR2-
-DR1-
-DR6-
-DR11-
-DR14-
-DR20-
-DR18-
-DR19-
-DR21-
TOTAL LENGTH OF PROJECT R-5861...................3.773 miles
LENGTH STRUCTURE TIP PROJECT R-5861...........0.004 miles
LENGTH ROADWAY TIP PROJECT R-5861............3.769 miles
47427.1.1
4% *
(* TTST=2% / * DUAL=2%)
-L_DET1- -L_DET2-
-L_DET4-
-L_DET3-
-L_DET6- GEORGIA STATE LINESR 1580
-Y11- HEDDEN RD.
-Y2- MOCCASIN CREEK RD.
SR 1590
END CONSTRUCTION
END CONSTRUCTION END CONSTRUCTION
END CONSTRUCTION
END CONSTRUCTION
END CONSTRUCTION
END CONSTRUCTION
BEGIN CONSTRUCTION
BEGIN CONSTRUCTION
BEGIN CONSTRUCTION
BEGIN CONSTRUCTION
-DR17-
-DR16-
BEGIN CONSTRUCTION
END CONSTRUCTION
-L- STA. 127+61.07
BEGIN CULVERT
-L- STA. 127+69.10
END CULVERT
-L- STA. 72+04.04
END CULVERT
-L- STA. 71+83.47
BEGIN CULVERT
-DR5-
-DR7-
-DR9-
-DR10-
-DR12-
-DR13-
SR 1583
-Y7- LANCE RD.
-DR15-
SR 1667
-Y10B- TAYLOR HENSEN RD.
-Y11A-
NHP - 0019 (058)
47427.2.1
END CONSTRUCTION
-Y12- US 64 / US 74
END CONSTRUCTION
SR 1593
-Y13- GOLD BRANCH RD.
-DR22-
-DET_DR22-
-DR23-
-DR24-
-L- STA. 9+94.08
BEGIN CONSTRUCTION R-5861
-DET_DR18-
-DET_DR19-
-DET_DR18B-
-DET_Y1-
1-888-521-4455 OR 919-878-9560
NC LICENSE NO. F-0112
RALEIGH, NORTH CAROLINA 27615
8601 SIX FORKS ROAD, FORUM 1, SUITE 700
BEGIN CONSTRUCTION
BEGIN CONSTRUCTION
END CONSTRUCTION
-Y12- US 64 / US 74
JULY 20, 2021
-DR26-
-DR27-
-DR25-
R/W
47427.2.2 UTILITIES
47427.3.1

CONSTRUCTION

& CULVERTS
GRADING, PAVING, WIDENING, DRAINAGE,
SIGNAL UPGRADE
REGIONAL TIER
-DR28-
OFFSITE DETOUR
DATE: 6/2/2023
S-0XX : 100% ROADWAY PLANS
-L_DET4-
SITE 1
SITE 2
STREAM AND WETLAND IMPACTS FOR UTILITIES
8' x 9' RCBC 36" RCP-IV
36" RCP-IV36" RCP-IV
2 ELB
OWS54" CSP66" WEL
DED
STE
EL (BURIED 1.0')TRE
NCHLE
SS INSTAL
LAT
ION(BURIED 1.0')
0.9" THICKNESS
T.I. 66" WELDED STEEL,
0.9" THICKNESS (NOT BURIED)
66" WELDED STEEL,
TRENCHLESS INSTALLATION
15"
COLLAR 8' x 9' RCBC 36" RCP-IV
36" RCP-IV36" RCP-IV
2 ELB
OWS54" CSP66" WEL
DED
STE
EL (BURIED 1.0')TRE
NCHLE
SS INSTAL
LAT
ION(BURIED 1.0')
0.9" THICKNESS
T.I. 66" WELDED STEEL,
0.9" THICKNESS (NOT BURIED)
66" WELDED STEEL,
TRENCHLESS INSTALLATION
15"
COLLAR
SHEET 1 OF 6
UTILITY PERMIT DRAWING
Submitted 5/26/2023
COBB BLUFF (PVT)ASPHALTUS19/129 BLAIRSVILLE HWY
25.5' PAVED ROADWAY
ASPHALTSOILSOIL
WINDMILL
ORNAMENTAL
WELL
MTL
1SBKD
MTL
GREENHOUSE
72" CHL
72" CHLMTL
WOODS
WOODS
WOODS
WOODS
SIGN BOLLARD
T
T
T
T
EIP
S 27°35'16" E
23.33'S 83°13'49" W61.38'N 13°55'49" W
50.12'N 77°11'39" E92.27'N 87°19'24" W165.73'N 41°32'36" E
13
0.14'
N 44°18'36" E
95.97'N 15°58'57" E41.52'
EIP
N 13°36'19" W
67.50'
N 01°27'21" W
103.37'S 88°31'48" E235.88' R/W TO COR2.16' EIP TO R/WS 88°31'41" E262.29'EIP
EIP
S 52°53'08" E370.88'
S

07
°54'
08
" W
105
.
05'S 19°03'08" W78.72'S 00°11'07" E
26.97' TOTAL
2.55' EIP TO R/W
N 66°20'09" E54.66'S 88°37'39" E54.85'S 75°11'39" E41.87'N 14°51'50" W
281.47'S 81°49'05" E399.06'N 81°49'05" W52.26'N 12°46'39" W
117.90'
EIP
EIP N 83°19'50" W393.74' R/W TO COR4.15' EIP TO R/W100.00'EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EIPEIP
EIP
EIP
EIP
EIP
EIP
S
04
°49'49
" W
16
6
.71'
S
05
°20'46
" W
165
.24'
S
05
°00
'14
" W
93
.31'
S
05
°00'14
" W
72
.61'N 74°56'49" W202.32'S 82°19'49" E280.16'S 87°18'49" E290.00'N 84°19'11" E121.91'N 87°50'11" E126.23'EIP
EIP
N 50°51'42" E
4
9.8
5'
S 4
8°31'14" W172.6
6'S 74°56'49" E63.00'N 74°35'28" E52.00'34.72'
S 03°37'48" E
117.91'30.00'N 73°24'09" E203.56'
S 00°53
'48" E
172.67'N 74°41'01" E257.65'S 70°39'09" W244.91'S 69°34'01" W174.46'
SHED
KEITH A. LEGERE
DB 1582 PG 449
PHILIP PERLOW
DB 1516 PG 148
PAUL R. PRICE
DB 1567 PG 96
DB 561 PG 14
HOMER A. SHAFFER
DOUGLAS R. HUTHWAITE
PC C SLIDE 36
DB 1564 PG 117
PC C SLIDE 36
DB 1526 PG199
O'BRYON
MARGUERITE C PROSPERO
HOMER A. SHAFFER JR.
HOWARD J. BAUMEISTER
DB 781 PG 27
JOSEPH J. GRUBER
DB 781 PG 27
DB 1587 PG 154
PC C SLIDE 36B
DB 1188 PG 159
ROBERT TRUETT
RAYMONDE T. BAUMEISTER
DB 466 PG 16
PC C SLIDE 36
DB 1449 PG 280
PC C SLIDE 36B
DB 1200 PG 754
PC F SLIDE 65A
DB 868 PG 91
KATIE A. ERWIN
DB 1123 PG 357
PC C SLIDE 36B
HOWARD J. BAUMEISTER
DB 781 PG 27
HOWARD J. BAUMEISTER
KATIE A. ERWIN
DB 1123 PG 357
PC C SLIDE 36B
HONEY
HARTZELL
CARR
DB 1707
PG 1270
GAIL HARTZELL PERROTT
DB 1707 PG 1278
HEIRS, ET AL
WILLIAM E. CAMPBELL
CANDACE LOVE, HEIRS
EIP vvv15" CMP
15" CMP
24" CMP18" CMP18" CMP18" CMP24" CMPCONC HW
CONC HW
CONC HW
CONC HW 18" CMPINV=1677.17'
INV=1698.43'
INV=1696.68'
INV=1696.10'
INV=1702.05'
INV=1700.35'
INV=1709.00'
INV=1726.74'
INV=1723.76'
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
PONDSF
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]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.9/26/2023R:\Hydraulics\PERMITS_Environmental\Drawings\Utility Drawings\R5861_Hyd_prm_wet_utl_psh10.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861 10
NAD
83/ 2011
MATCHLINE -L- STA. 101+00 SEE SHEET 11www.rkk.com
Engineers | Construction Managers | Planners | Scientists MATCHLINE -L- STA. 88+00 SEE SHEET 9F
C
C
C
C
C
F
F
C
C
F
F F
F F C
F F
F F
F
F
C
C
F
SITE 1
NEW
TEL PED
REMAIN
POLE TO
EXISTING
REM
NEW
REM
NEW
REM REM
NEW
NEW
REM
REM
NEW
SEE INSET A
INSET A
ENGLISH
25 50 100050
SCALE
0 25
SCALE FOR INSET
12.512.5
P
P
REMOVE
P
P
FS
30" R C P-III15"
RC
P-III
W/21 SY GEOTEXTILE
8 TONS CL B RIPRAP
(NOT BURIED)24" RCP-III
FILLW/ FLOWABLE PLUG & FILL
P
P
REMOVE
RETAIN
REMOVE
P
P
FILL
FLOWABLE
& FILL W/
PLUG
2GIB-NSF
2GIB-NSS
2GIA-NSF
SP. DET.
HW
SEE DETAIL E
W/ CL B RIPRAP
LATERAL V DITCH
SEE DETAIL H
W./ CL B RIPRAP
TOE PROTECTION
SEE DETAIL H
W./ CL B RIPRAP
TOE PROTECTION
SEE DETAIL E
W/ CL B RIPRAP
LATERAL V DITCH
SEE DETAIL B
LATERAL V DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL A
SPECIAL CUT DITCH
W/ FLOWABLE FILL
PLUG & FILL
FILL
W/ FLOWABLE
PLUG & FILL
FILL
W/ FLOWABLE
PLUG & FILL
SEE DETAIL S
TOP ELEV. 1703.6'
10' WIDE BERM (NOT BURIED)36" RCP-IVFSRCP-III 15"
w/MH
JB
SEE DETAIL M
W/ CL B RIPRAP
BERM 4' BASE DITCH
W/21 SY GEOTEXTILE
8 TONS CL B RIPRAP
RC P-III 15"
REMOVE
SEE DETAIL H
W./ CL B RIPRAP
TOE PROTECTION
NSS
2GIB-
15"
SEE DETAIL T
W/ CL I RIPRAP
STD. V DITCH
W/20 SY GEOFAB
10 TONS CL I RIPRAP
ON RECIEVING BANK
ADDITIONAL RIPRAP
PPES
SEE DETAIL AI
ON BANKS ONLY
CL B RIPRAP
BANK STABILIZATION
2 ELBOWS
30" w/
(Pond Overflow)
30" w/ 2 ELBOWS
2 ELBOWS15" w/
REMOVE HW
REMOVE HW
REMOVE HW
PPES
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 2 OF 6
UTILITY PERMIT DRAWING
Submitted 9/27/2023
COBB BLUFF (PVT)ASPHALTUS19/129 BLAIRSVILLE HWY
25.5' PAVED ROADWAY
ASPHALTSOILSOIL
WINDMILL
ORNAMENTAL
WELL
MTL
1SBKD
MTL
GREENHOUSE
72" CHL
72" CHLMTL
WOODS
WOODS
WOODS
WOODS
SIGN BOLLARD
T
T
T
T
EIP
S 27°35'16" E
23.33'S 83°13'49" W61.38'N 13°55'49" W
50.12'N 77°11'39" E92.27'N 87°19'24" W165.73'N 41°32'36" E
13
0.14'
N 44°18'36" E
95.97'N 15°58'57" E41.52'
EIP
N 13°36'19" W
67.50'
N 01°27'21" W
103.37'S 88°31'48" E235.88' R/W TO COR2.16' EIP TO R/WS 88°31'41" E262.29'EIP
EIP
S 52°53'08" E370.88'
S

07
°54'
08
" W
105
.
05'S 19°03'08" W78.72'S 00°11'07" E
26.97' TOTAL
2.55' EIP TO R/W
N 66°20'09" E54.66'S 88°37'39" E54.85'S 75°11'39" E41.87'N 14°51'50" W
281.47'S 81°49'05" E399.06'N 81°49'05" W52.26'N 12°46'39" W
117.90'
EIP
EIP N 83°19'50" W393.74' R/W TO COR4.15' EIP TO R/W100.00'EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EIPEIP
EIP
EIP
EIP
EIP
EIP
S
04
°49'49
" W
16
6
.71'
S
05
°20'46
" W
165
.24'
S
05
°00
'14
" W
93
.31'
S
05
°00'14
" W
72
.61'N 74°56'49" W202.32'S 82°19'49" E280.16'S 87°18'49" E290.00'N 84°19'11" E121.91'N 87°50'11" E126.23'EIP
EIP
N 50°51'42" E
4
9.8
5'
S 4
8°31'14" W172.6
6'S 74°56'49" E63.00'N 74°35'28" E52.00'34.72'
S 03°37'48" E
117.91'30.00'N 73°24'09" E203.56'
S 00°53
'48" E
172.67'N 74°41'01" E257.65'S 70°39'09" W244.91'S 69°34'01" W174.46'
SHED
KEITH A. LEGERE
DB 1582 PG 449
PHILIP PERLOW
DB 1516 PG 148
PAUL R. PRICE
DB 1567 PG 96
DB 561 PG 14
HOMER A. SHAFFER
DOUGLAS R. HUTHWAITE
PC C SLIDE 36
DB 1564 PG 117
PC C SLIDE 36
DB 1526 PG199
O'BRYON
MARGUERITE C PROSPERO
HOMER A. SHAFFER JR.
HOWARD J. BAUMEISTER
DB 781 PG 27
JOSEPH J. GRUBER
DB 781 PG 27
DB 1587 PG 154
PC C SLIDE 36B
DB 1188 PG 159
ROBERT TRUETT
RAYMONDE T. BAUMEISTER
DB 466 PG 16
PC C SLIDE 36
DB 1449 PG 280
PC C SLIDE 36B
DB 1200 PG 754
PC F SLIDE 65A
DB 868 PG 91
KATIE A. ERWIN
DB 1123 PG 357
PC C SLIDE 36B
HOWARD J. BAUMEISTER
DB 781 PG 27
HOWARD J. BAUMEISTER
KATIE A. ERWIN
DB 1123 PG 357
PC C SLIDE 36B
HONEY
HARTZELL
CARR
DB 1707
PG 1270
GAIL HARTZELL PERROTT
DB 1707 PG 1278
HEIRS, ET AL
WILLIAM E. CAMPBELL
CANDACE LOVE, HEIRS
EIP vvv15" CMP
15" CMP
24" CMP18" CMP18" CMP18" CMP24" CMPCONC HW
CONC HW
CONC HW
CONC HW 18" CMPINV=1677.17'
INV=1698.43'
INV=1696.68'
INV=1696.10'
INV=1702.05'
INV=1700.35'
INV=1709.00'
INV=1726.74'
INV=1723.76'16621662
16
6
416641666
16681668167216
7
2
167
2
167416741674167616
7
6 1676167616781
6
7
8 1678167816821
6
8
21682 16
8
21682
16841684168416841684
168
61686 16861686
1688168816881688
16
9
2 169216921692
1692
1
6
9
41694 16941694
1694
1694
16
9
6 169616961696
1696
1696
16
9
81698 1698169816981698
1698
1698
17021702170217021702
1702
1702
170
2
17
0
4 1704170417041704
1704
170
4
1704
1704
1
7
0
6 17061706170617061706
1706
1706
1708 17081708170817081708170817081708
1
7
1
2 17121712171217121712
1712
1712
17121712
171
4
1714 171417141714
17141714171417141
7
14 171417
16
1716 17161716
1716
171617161716171617161716
1718
1718 171817
1
8
1718
1718171817181718171817
18
17
22
1722
1722
17 22
172217221722172217221722172217221722172
4
1724
17
2
4
1
7
2
4
1724
1
7
2
4
17241724172417241724172417
2
6
1726
1726
17261726172617261726172617261
7
2
6 17261726
172
8
1728
17
28
17281728
1728
1728172
8
1728172817281728173217321732
1732
1732
1732173
2173217321732 17321734
1734
17
3
4
1
7
3
4
17
3
4
17
3
4
17341734173417341734
1736
1736
1736
1736
1
7
3
6
1736173617361736173617361738
173817381738
1738
173
8
173817381738173817381742
1742
1742
1742 17
4
2
1742
1742174217421742174217
4
4
174417441744 17441
7
4
4 174417441744174417441
7
4
6
174617461746 174617
461746174617461746174617
48
1748
17
4
8
17
4
8
1
7
4
8
17481748174817481
7
5
2
17
52
1752
1752
1752
17
5
2
1752175217521752 17541754175417541754
175
4
175417541754
17561756175
6
1756
1756
17561756175
6
175817581758175817581758
175817
5
817621762
1762
1762
1762
17
6
2
17
6
2
1762
17641764176
4
1764
17
64
17641764
17661766176617661766176617
6
6
1768176817
6
8
17
68
17
68
1768
1768
1768
177217721
7
7
2
1772
1772
1772
1
7
7
2
1774177
4
1774
1774
177
4
1
7
7
4
17761
7
7
6
17761776
1776 1776
177817781778
17781778
1778
1778
17821782
1782
1782
178217841
7
84
1784
1784
1784
178617861786
178617861786
17881788
1788 1788
17
88179217921792
1792
1792
1792
179417941794
1794
1794
17961796 17961796
17981798
1798
1802
1802
18
0
4
1804
1804
1
8
0
6
1806 18121814
1
816
1818
1822
1824
18261828
169216961696
1702
1
6
7
01670167
0
168016801680168016801680
16901
6
9
01690 169016901690
169
01700 1700
17
001700
1700170017001700170017001
7
0
0
1700
170017001
7
1
0
1
7
1
0 1710171017101710171017101710171017101710
17101710
171017201720 172017
2
0 17201720
1720
17201720172017201720172017201
7
2
0
1720172017
3
0 17301730173017301730173017301730
17
3
0
1730
1730
1730
173017301730
17301
7
4
0
17401740 17401740 174
01740 17
4
0
1 740
1740174
0
1740174017401740174017
5
0
1750
1750 17501750
1750
1750
1
7
5
0
175
0 175017501750175017501750176017601760176017
6
0
1 760
1760
17
601760
1760
1760
176
0
1770177017701770
1770
1
7
7
0
1770
1770 1770178017801780
1
7
8
0
1780 17801780
1780
1780
1790179017901790
1790
1790
179
0
1790
18001800
1800
1800
1810
1810
1690Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
PONDSF
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]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.9/26/2023R:\Hydraulics\PERMITS_Environmental\Drawings\Utility Drawings\R5861_Hyd_prm_wet_utl_psh10_con.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861 10
NAD
83/ 2011
MATCHLINE -L- STA. 101+00 SEE SHEET 11www.rkk.com
Engineers | Construction Managers | Planners | Scientists MATCHLINE -L- STA. 88+00 SEE SHEET 9F
C
C
C
C
C
F
F
C
C
F
F F
F F C
F F
F F
F
F
C
C
F
SITE 1
NEW
TEL PED
REMAIN
POLE TO
EXISTING
REM
NEW
REM
NEW
REM REM
NEW
NEW
REM
REM
NEW
SEE INSET A
INSET A
ENGLISH
25 50 100050
SCALE
0 25
SCALE FOR INSET
12.512.5
P
P
REMOVE
P
P
FS
30" R C P-III15"
RC
P-III
W/21 SY GEOTEXTILE
8 TONS CL B RIPRAP
(NOT BURIED)24" RCP-III
FILLW/ FLOWABLE PLUG & FILL
P
P
REMOVE
RETAIN
REMOVE
P
P
FILL
FLOWABLE
& FILL W/
PLUG
2GIB-NSF
2GIB-NSS
2GIA-NSF
SP. DET.
HW
SEE DETAIL E
W/ CL B RIPRAP
LATERAL V DITCH
SEE DETAIL H
W./ CL B RIPRAP
TOE PROTECTION
SEE DETAIL H
W./ CL B RIPRAP
TOE PROTECTION
SEE DETAIL E
W/ CL B RIPRAP
LATERAL V DITCH
SEE DETAIL B
LATERAL V DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL A
SPECIAL CUT DITCH
W/ FLOWABLE FILL
PLUG & FILL
FILL
W/ FLOWABLE
PLUG & FILL
FILL
W/ FLOWABLE
PLUG & FILL
SEE DETAIL S
TOP ELEV. 1703.6'
10' WIDE BERM (NOT BURIED)36" RCP-IVFSRCP-III 15"
w/MH
JB
SEE DETAIL M
W/ CL B RIPRAP
BERM 4' BASE DITCH
W/21 SY GEOTEXTILE
8 TONS CL B RIPRAP
RC P-III 15"
REMOVE
SEE DETAIL H
W./ CL B RIPRAP
TOE PROTECTION
NSS
2GIB-
15"
SEE DETAIL T
W/ CL I RIPRAP
STD. V DITCH
W/20 SY GEOFAB
10 TONS CL I RIPRAP
ON RECIEVING BANK
ADDITIONAL RIPRAP
PPES
SEE DETAIL AI
ON BANKS ONLY
CL B RIPRAP
BANK STABILIZATION
2 ELBOWS
30" w/
(Pond Overflow)
30" w/ 2 ELBOWS
2 ELBOWS15" w/
REMOVE HW
REMOVE HW
REMOVE HW
PPES
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 3 OF 6
UTILITY PERMIT DRAWING
Submitted 9/27/2023
US19/129 BLAIRSVILLE HWY
25.5' PAVED ROADWAY
J FI
ELDI
NG DR (PVT)GRPOST
WD
WALL
RETAINING
WD
GRCARPORT
GARAGE
1SFD
WALL
RETAINING
WD
MTL MTL
MTL
WOODS
WOODS
WOODS
WOODS
WOODS
HH
S HHT
T
T
T
T
EIP
S 47°01'25" E
40.94'
S 54°39'25" E68.56'S 35°43'25" E
11.24'N 84°00'29" E207.07' R/W TO COR0.33' EIP TO R/WN 26°03'14" W
185.85'S 73°53'39" W146.99'N 10°54'39" E216.65'
N 50°34'40" W
133.07'S 77°14'39" W130.00'S 12°45'21" E
67.65'S 84°10'21" E163.94'S 84°10'21" E108.98' R/W TO COR6.70' EIP TO R/WEIP
S
6
1
°
4
5
'
4
7
" W1
5
8
.
3
3
'
N 54°39'00" W5.16'N 81°50'00" W39.31'S 78°44'00" W60.75'S 70°51'00" W50.31'S 84°10'21" E319.44'N 84°20'01" W228.65'N 84°20'01" W195.38'N 16°35'45" W
144.07'
EIP N 83°47'00" W820.15' R/W TO COR18.08' EIP TO R/W100.00'
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
TANK
SEPTIC
DR
AI
N
LI
NE
RAMPSWD
DECKWD 24" CMP18" CMPCONC HW
CONC HW
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WF
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]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.7/10/2023R:\Hydraulics\PERMITS_Environmental\Drawings\Utility Drawings\R5861_Hyd_prm_wet_utl_psh12.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861 12
NAD
83/ 2011
MATCHLINE -L- STA. 114+00 SEE SHEET 11MATCHLINE -L- STA. 126+00 SEE SHEET 13www.rkk.com
Engineers | Construction Managers | Planners | Scientists
-L_DET3-
115+00
120+00
125+00
10+00C
C
C
F
C
F
C
C
C F
F
C
C
C
C
C
F
F
C
C
CC
F
F
C
F
F
F
F
SITE 2
75.15'
+35.00
SEE INSET A
INSET A
ENGLISH
25 50 100050
SCALE
0 25
SCALE FOR INSET
12.512.5
2GIB-NSS 2GIB-NSS
REMOVE2GIB-NSS FS
FS
PLUG & FILL W/ FLOWABLE FILLJB w/MH
FS
2GIB-NSS
W/5 SY GEOTEXTILE
1 TONS CL B RIPRAP
2 ELBOWS15" CSPFS
2GIB-NSS15" RCP-III REMOVEGRADE TO DRAIN
GRADE TO DRAIN
SEE DETAIL G
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
SEE DETAIL G
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
2 ELBOWS30" CSPSEE DETAIL L
W/ CL B RIPRAP
SP. LAT. 4' BASE DITCH
SEE DETAIL O
W/ CL B RIPRAP
SPECIAL CUT DITCH
18" RCP-III 2GIB-NSS
2 ELBOWS
24" CSP
2 ELBOWS24" CSP24" RCP-IIINSF
2GIA-
FS
PPES
P
P
2 ELBOWS15" CSP
24" CMP
& 16' EX.
REMOVE HW
SEE DETAIL O
W/ CL B RIP RAP
CUT DITCH
SPECIAL
2 ELBOWS
15" CSP
15" RCP-IV
GRADE TO DRAIN
W/14 SY GEOTEXTILE
EXISTING DITCH W/ 5 TONS CL B RIPRAP
LINE CONCRETE DITCH TRANSITION TO24" RCP-IIISEE DETAIL T
W/ CL I RIPRAP
STD. V DITCH
W/13 SY GEOFAB
7 TONS CL I RIPRAP
ON RECIEVING BANK
ADDITIONAL RIPRAP
SEE DETAIL AI
ON BANKS ONLY
CL B RIPRAP
BANK STABILIZATION
SHEET 4 OF 6
UTILITY PERMIT DRAWING
WETLAND
DENOTES FILL INFF
Submitted 7/10/2023
US19/129 BLAIRSVILLE HWY
25.5' PAVED ROADWAY
J FI
ELDI
NG DR (PVT)GRPOST
WD
WALL
RETAINING
WD
GRCARPORT
GARAGE
1SFD
WALL
RETAINING
WD
MTL MTL
MTL
WOODS
WOODS
WOODS
WOODS
WOODS
HH
S HHT
T
T
T
T
EIP
S 47°01'25" E
40.94'
S 54°39'25" E68.56'S 35°43'25" E
11.24'N 84°00'29" E207.07' R/W TO COR0.33' EIP TO R/WN 26°03'14" W
185.85'S 73°53'39" W146.99'N 10°54'39" E216.65'
N 50°34'40" W
133.07'S 77°14'39" W130.00'S 12°45'21" E
67.65'S 84°10'21" E163.94'S 84°10'21" E108.98' R/W TO COR6.70' EIP TO R/WEIP
S
6
1
°
4
5
'
4
7
" W1
5
8
.
3
3
'
N 54°39'00" W5.16'N 81°50'00" W39.31'S 78°44'00" W60.75'S 70°51'00" W50.31'S 84°10'21" E319.44'N 84°20'01" W228.65'N 84°20'01" W195.38'N 16°35'45" W
144.07'
EIP N 83°47'00" W820.15' R/W TO COR18.08' EIP TO R/W100.00'
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
TANK
SEPTIC
DR
AI
N
LI
NE
RAMPSWD
DECKWD 24" CMP18" CMPCONC HW
CONC HW 16321632163416341636163616361638
16381642164216421644164416441646164616461646164616
4
6164816481648
1648
1648
164816521652
1652165216541654
1654165416541654165616561656
1656165616561658165
8
1658165816581658165816621662166216621662
1662
1662
16621662166216641664
166416641664166416641664166416661666
1666
1666166616661666
166616661666166616681668
16681668166816681668
166816681668 16721672
1672
1672167216721672
167216741674
16741674167416741674167416761676
16761676167616761676167616781678
1678
1678167816781678
167816781682
1682
16821682168216821682
168216841684
1684
16841684168416841684168616861686
1686168616861686
1686 16861688168816881688
1688168816881688
16881692169216921692
169216921692169216921694
1694
1694
1694
1694169416941694
16941696
16961696
1696
1696169616961696
1696169616981698
1698
1698
1698169816981698
16981698170217021702
1702
1702
1702170217021702
17021702
1704
170417041704
1704
17041704170417041704
1704170417061706
1706
1706
17061706170617061706
17061708
1708170817081708
1708170817081708170817081712
171217121712
1712
17121712171217121712
17121714171417141714171417141714
1714 171417141714
17161716 17161716171617161716
17161716 1716
1716
1718171817181718171817181718171817181718
171
8
17221722172217221722172217221722 17221722
17
2
2
17241724172417241724172417241724 17241724
1724
1726172617261726172617261726
17261726 1726
17261728172817281728172817281728
1728
1728
1728
173217321732173217321732
1732 17321732
17321734173417341734173417341734
17341734 1734
173417361736
1736173617361736
1736
1736
17361738173817381738173817381738
174217421742174217421742 1742 17421742
174417441744174417441744 17441744 1744
1746174617461746174617461746 1746174817481748174817481748 17481748
175217 5 2175217521752
17541754 175417541754
1754
175617561756175617561
75
6
1758175817581758
17621762176217621
7
62
176417641764176417641766176617661766
1768176817681768 17681772 1772177217721772
1774177417741774
17761776177617761776
17
7
8 1778177817781782178217821782
17 8 4 17841784
1
7
8
4
1786 17861786
178817881788179217921794
1794
17961796
1802
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1800 1710Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WF
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]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.7/10/2023R:\Hydraulics\PERMITS_Environmental\Drawings\Utility Drawings\R5861_Hyd_prm_wet_utl_psh12_con.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861 12
NAD
83/ 2011
MATCHLINE -L- STA. 114+00 SEE SHEET 11MATCHLINE -L- STA. 126+00 SEE SHEET 13www.rkk.com
Engineers | Construction Managers | Planners | Scientists
-L_DET3-
115+00
120+00
125+00
10+00C
C
C
F
C
F
C
C
C F
F
C
C
C
C
C
F
F
C
C
CC
F
F
C
F
F
F
F
SITE 2
75.15'
+35.00
SEE INSET A
INSET A
ENGLISH
25 50 100050
SCALE
0 25
SCALE FOR INSET
12.512.5
2GIB-NSS 2GIB-NSS
REMOVE2GIB-NSS FS
FS
PLUG & FILL W/ FLOWABLE FILLJB w/MH
FS
2GIB-NSS
W/5 SY GEOTEXTILE
1 TONS CL B RIPRAP
2 ELBOWS15" CSPFS
2GIB-NSS15" RCP-III REMOVEGRADE TO DRAIN
GRADE TO DRAIN
SEE DETAIL G
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
SEE DETAIL G
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
2 ELBOWS30" CSPSEE DETAIL L
W/ CL B RIPRAP
SP. LAT. 4' BASE DITCH
SEE DETAIL O
W/ CL B RIPRAP
SPECIAL CUT DITCH
18" RCP-III 2GIB-NSS
2 ELBOWS
24" CSP
2 ELBOWS24" CSP24" RCP-IIINSF
2GIA-
FS
PPES
P
P
2 ELBOWS15" CSP
24" CMP
& 16' EX.
REMOVE HW
SEE DETAIL O
W/ CL B RIP RAP
CUT DITCH
SPECIAL
2 ELBOWS
15" CSP
15" RCP-IV
GRADE TO DRAIN
W/14 SY GEOTEXTILE
EXISTING DITCH W/ 5 TONS CL B RIPRAP
LINE CONCRETE DITCH TRANSITION TO24" RCP-IIISEE DETAIL T
W/ CL I RIPRAP
STD. V DITCH
W/13 SY GEOFAB
7 TONS CL I RIPRAP
ON RECIEVING BANK
ADDITIONAL RIPRAP
SEE DETAIL AI
ON BANKS ONLY
CL B RIPRAP
BANK STABILIZATION
SHEET 5 OF 6
UTILITY PERMIT DRAWING
WETLAND
DENOTES FILL INFF
Submitted 7/10/2023
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 -L- 92+75 to 93+00 GUY WIRE (O/H POW LINE)< 0.01 28
2 -L- 114+74 to 114+85 GUY WIRE (O/H POW LINE) < 0.01
TOTALS*:< 0.01 < 0.01 0 28 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb SHEET 6 OF 6
WETLAND AND SURACE WATER IMPACTS SUMMARY FROM UTILITIES
WETLAND IMPACTS SURFACE WATER IMPACTS
CHEROKEE
R-5861
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
MAY 2023
Submitted 5/26/2023