R-5861 General Cherokee Permit Drawings July_August_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
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\R5861_Hyd_prm_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\R5861_Hyd_prm_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-
STREAM AND WETLAND IMPACTS
SITE 1
SITE 2
SITE 4
SITE 7
SITE 6
SITE 8
SITE 9
SITE 10
SITE 12
SITE 5
SITE 3
SITE 11
SITE 13
SITE 14
SITE 15
SITE 18
SITE 19
SITE 17
SITE 16
SITE 21
SITE 23
SITE 24
SITE 22
SITE 20 SITE 27
SITE 26
SITE 25
SITE 28
SITE 298' 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 50
PERMIT DRAWING
Submitted 5/26/2023
Responsive People | Creative Solutions
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.R:\Hydraulics\PERMITS_Environmental\Drawings\R5861_Hyd_prm_wet_ditch_detail.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861 2D-1
b
OR FLATTER2:1d
D
( Not to Scale)
B
CHANNEL CHANGE
1"/Ft.Ground
Natural
b= 5.0 Ft.
B= SEE BELOW
Max. d=SEE BELOW
Min. D=SEE BELOW
DETAIL D
Ground
Natural
Exist. Channel
Fill Slope
Proposed
( Not to Scale)
D
B
b
d
1"/Ft.
DETAIL F
Ground
Natural
Slope
Fill2:1 OR FLATTER2:1 OR
FLATTER
b=5.0 Ft.
B=4.0 Ft.
Max. d=2.0 Ft.
Min. D=2.0 Ft.
d
Geotextile
Max. d=1.0 Ft.
dFlatt
er2:1 or
B
D
( Not to Scale)
Flatter2:1 or
SPECIAL LATERAL BASE DITCH
Slope
Fill
DETAIL L
B=4 Ft.
Max. d=1.0 Ft.
Min. D=1.0 Ft.
Ground
Natural
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
dFlatt
er2:1 or
DETAIL N
Slope
Fill
Flatter4:1 or
Ground
Natural
Geotextile
Type of Liner= CL B Rip-Rap Max. d=1.0 Ft.
Min. D=1.0 Ft.
Type of Liner= CL B RIPRAP
( Not to Scale)
10'
4:1 4
:1
Distance Varies Depending Upon Specified Elevation
D
DETAIL S
10' WIDE BERM
lowest control point
from Top of Berm to
D=Varies; Distance
or Proposed Ditch
in Natural Ground
Lowest Point
2:1D
B
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
-L- STA. 136+50 TO STA. 137+00 RT
DETAIL Z
B=4.0 Ft.
Min. D=1.0 Ft.
Ground
Natural
Slope
Ditch
Front
-L- STA. 92+75 LT, TOP ELEV=1703.57'
-L- STA. 52+50 LT, TOP ELEV=1667.5'
LATERAL 'V' DITCH
( Not to Scale)
2:
1 2:1
D
b
d
1"/Ft.Slope
Fill
Type of Liner= CL B RIPRAP b=5.0 Ft.
Max. d=1.0 Ft.
Min. D=1.0 Ft.
DETAIL E
Ground
Natural
Geotextile
Type of Liner= CL B RIPRAP
Type of Liner= CL I RIPRAP
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
2:
1
b
( Not to Scale)
D2:12:1
BERM 'V' DITCH
-L- STA. 112+00 TO STA. 112+97 RT, D=1.5'
DETAIL K
b=5 Ft.
Min. D=SEE BELOW
Ground
Natural
RDWY
CHANNEL CHANGE
( Not to Scale)
CHANNEL CHANGE
2:1D
B
b
d
2:1 1"/Ft.
DETAIL U
b=5.0 Ft.
B=4.0 Ft.
Max. d=SEE BELOW
Min. D=SEE BELOW
Type of Liner= CL B Rip-Rap
Ground
Natural
Slope
Fill
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
DETAIL R
Ground
Natural
Ground
Natural
Type of Liner= CL I RIPRAP
EC MATTING
*COIR FIBER
top-dressed with native materials to seal gaps
needs to be embedded into soil without liner and
riprap. The riprap required in the channel bottoms
*Coir Fiber EC Matting to be used on slope above
EC MATTING
*COIR FIBER
top-dressed with native materials to seal gaps
needs to be embedded into soil without liner and
riprap. The riprap required in the channel bottoms
*Coir Fiber EC Matting to be used on slope above
EC MATTING
*COIR FIBER
top-dressed with native materials to seal gaps
needs to be embedded into soil without liner and
riprap. The riprap required in the channel bottoms
*Coir Fiber EC Matting to be used on slope above
EC MATTING
*COIR FIBER
EC MATTING
*COIR FIBER
top-dressed with native materials to seal gaps
needs to be embedded into soil without liner and
riprap. The riprap required in the channel bottoms
*Coir Fiber EC Matting to be used on slope above
1.0'
( Not to Scale)
ROCK FILL IN POND
DETAIL AF
Proposed
Existing
3:1
2:1Geotextile
Earth Fill to CA
Controlled Access (CA)
Right of Way or
Rock Plating
Cl B Riprap
1.5' Thick
N.W.S. Elev.
-L- STA. 102+07 RT
with native materials to seal gaps
the channel bottoms needs to be embedded into soil without liner and top-dressed
*Coir Fiber EC Matting to be used on slope above riprap. The riprap required in
( Not to Scale)
BERM BASE DITCH
2:
1
2:1
D2:1B
b
d
GEOFAB=119 SY, TONS=54
-L- STA. 39+60 TO STA. 40+60 RT
DETAIL Q
b=5 Ft.
B=4 Ft.
Max. d=1.5 Ft.
Min. D=1.5 Ft.
Type of Liner= CL B Rip-Rap
Ground
Natural RDWY
GEOTEXTILE
d 2:1B
D
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
GEOFAB=309 SY, TONS=139
-L_DET6- STA. 23+12 TO STA. 25+81 LT
GEOFAB=56 SY, TONS=25
-L_DET2- STA. 23+71 TO STA. 24+20 LT
GEOFAB=402 SY, TONS=181
-Y1- STA. 12+50 TO STA. 16+33 LT
DETAIL X
B=4.0 Ft.
Max. d=1.0 Ft.
Min. D=1.0 Ft.
Type of Liner= CL B Rip-Rap
Ground
Natural
Ditch
Slope
Front
Geotextile
LATERAL 'V' DITCH
( Not to Scale)
D2:12:1
b
1"/Ft.
-L_DET6- STA. 26+35 TO STA. 28+00 LT, DDE=97 CY
-L_DET6- STA. 25+81 TO STA. 29+11 RT, DDE=98 CY
-L_DET6- STA. 22+58 TO STA. 23+12 RT, DDE=100 CY
-L_DET6- STA. 22+58 TO STA. 23+12 LT, DDE=27 CY
-L_DET4- STA. 15+02 TO STA. 17+42 LT, DDE=332 CY
-L_DET1- STA. 18+93 TO STA. 19+93 RT, DDE=60 CY
-Y12- STA. 26+75 TO STA. 29+08 RT, DDE=102 CY
-Y11- STA. 10+50 TO STA. 12+00 LT, DDE=228 CY
-Y10A- STA. 11+73 TO STA. 12+50 LT, DDE=52 CY
-L- STA. 208+50 TO STA. 209+00 RT, DDE=27 CY
-L- STA. 157+00 TO STA. 157+40 LT, DDE=28 CY
-L- STA. 147+00 TO STA. 148+50 LT, DDE=79 CY
-L- STA. 127+77 TO STA. 128+42 LT, DDE=19 CY
-L- STA. 96+40 TO STA. 97+50 LT, DDE=168 CY
-L- STA. 68+50 TO STA. 71+00 LT, DDE=306 CY
-L- STA. 57+00 TO STA. 58+50 LT, DDE=70 CY
-L- STA. 34+35 TO STA. 36+36 RT, DDE=637 CY
-L- STA. 32+00 TO STA. 33+39 LT, DDE=555 CY
b=5.0 Ft.
Min. D=1.5 Ft.
DETAIL B
Ground
Natural
Slope
Fill
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
DDE=23 CY, GEOFAB=40 SY, TONS=18
-DR19- STA. 10+75 TO STA. 11+13 LT
DDE=350 CY, GEOFAB=181 SY, TONS=82
-L- STA. 192+50 TO STA. 194+20 RT
DETAIL J
b=5 Ft.
B=4 Ft.
Max. d=1.25 Ft.
Min. D=1.25 Ft.
*When B is < 6.0'
Type of Liner= CL B Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
( Not to Scale)
2:12:1D
B
b
LATERAL BASE DITCH
1"/Ft.
-L- STA. 33+15 TO STA. 34+35 RT, DDE=649 CY
-L- STA. 32+50 TO STA. 32+79 RT, DDE=106 CY
DETAIL P
b=5.0 Ft.
B=4.0 Ft.
Min. D=1.5'
Ground
Natural
Slope
Fill
DDE=172 CY, COIRFAB=255 SY, TONS=115
-L- STA. 83+80 TO STA. 84+59 RT, D=2.5'
DDE=191 CY, COIRFAB=52 SY, TONS=23
-L- STA. 32+79 TO STA. 33+15 RT, D=2.0'
LATERAL 'V' DITCH
( Not to Scale)
D2:12:1
b
1"/Ft.
-L- STA. 195+50 TO STA. 197+00 RT, MIN D=1.0', DDE=77 CY
-L- STA. 72+39 TO STA. 73+50 RT, MIN D=1.75', DDE=109 CY
-L- STA. 71+09 TO STA. 72+39 RT, MIN D=2.25', DDE=212 CY
-L- STA. 68+00 TO STA. 71+12 RT, MIN D=2.0', DDE=643 CY
b=5.0 Ft.
Min. D=SEE BELOW
DETAIL W
Ground
Natural
Slope
Fill
DDE=27 CY, GEOFAB=23 SY, TONS=10
-L_DET6- STA. 22+03 TO STA. 22+58 LT
DDE=100 CY, GEOFAB=23 SY, TONS=10
-L_DET6- STA. 22+03 TO STA. 22+58 RT
DDE=40 CY, GEOFAB=50 SY, TONS=23
-L_DET4- STA. 17+42 TO STA. 18+44 LT
DDE=26 CY, GEOFAB=58 SY, TONS=26
-Y11- STA. 13+00 TO STA. 13+39 LT
DDE=37 CY, GEOFAB=30 SY, TONS=13
-L- STA. 157+40 TO STA. 158+00 LT
DDE=88 CY, GEOFAB=45 SY, TONS=20
-DR8- STA. 12+50 TO STA. 13+40 RT
DDE=154 CY, GEOFAB=50 SY, TONS=22
-L- STA. 97+50 TO STA. 98+50 LT
DDE=1798, GEOFAB=101 SY, TONS=46
-L- STA. 93+80 TO STA. 95+84 LT
DDE=202 CY, GEOFAB=22 SY, TONS=10
-L- STA. 50+33 TO STA. 50+78 LT
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
DDE=33 CY, GEOFAB=82 SY, TONS=37
-L_DET6- STA. 25+81 TO STA. 26+35 LT,
DDE=23 CY, GEOFAB=160, TONS=72
-Y9- STA. 11+50 TO STA. 13+00 LT
DDE=185 CY, GEOFAB=255 SY, TONS=115
-L- STA. 134+11 TO STA. 136+50 RT
DDE=431 CY, GEOFAB=295 SY, TONS=133
-L- STA. 125+00 TO STA. 127+77 LT
DDE=1740 CY, GEOFAB=420 SY, TONS=189
-L- STA. 13+56 TO STA. 17+50 RT
DETAIL G
b=5.0 Ft.
B=4.0 Ft.
Max. d=1.25 Ft.
Min. D=1.25 Ft.
*When B is < 6.0'
Type of Liner= CL B Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
DDE=204 CY, GEOFAB=45 SY, TONS=20
-DR2- STA. 11+36 TO STA. 12+00 LT
DDE=295 CY, GEOFAB=77 SY, TONS=35
-Y4- STA. 13+00 TO STA. 14+10 LT
$$$$$$ SYSTIME$$$$$DDE=283 CY, COIRFAB=209 SY, TONS=94
BEG. ELEV=1641.25, END ELEV=1637.41
-L_DET3- STA. 14+41 RT, L=183', S=2.1%, B=4', D/d=1.5'
DDE=681 CY, COIRFAB=69 SY, TONS=31
BEG. ELEV=1734.0, END ELEV=1719.10
-Y11- STA. 10+50 RT, L=118', S=14.7%, B=4', D/d=0.50'
DDE=159 CY, COIRFAB=118 SY, TONS=56
BEG. EL=1634.40, END EL=1632.83
-Y9- STA. 13+00 RT, L=115', S=1.37%, B=4', D/d=3.0'
DDE=61 CY, COIRFAB=123 SY, TONS=58
BEG. ELEV=1639.65, END ELEV=1636.90
-Y9- STA. 13+00 LT, L=61', S=4.51%, B=7', D/d=3.0'
DDE=218 CY, COIRFAB=96 SY, TONS=45
BEG. ELEV=1635.20, END ELEV=1633.19
-L- STA. 127+00 TO STA. 127+67 LT, L=67', S=3.0%, B=4',
DDE=35 CY, COIRFAB=32 SY, TONS=16
BEG. ELEV=1635.89, END ELEV=1635.20
-L- STA. 126+83 TO STA. 127+00 RT, L=17', S=4.1%, B=4',
DDE=28 CY, COIRFAB=53 SY, TONS=25
BEG. ELEV=1738.76, END ELEV=1737.68
-L- STA. 33+39 LT, L=31', S=3.5=%, B=2'
DDE=32 CY, COIRFAB=58 SY, TONS=28
BEG. ELEV=1684.20, END ELEV=1683.24
-DR1- STA. 10+35 RT, L=32', S=3.0%, B=3', D/d=2.75'
DDE=164 CY, COIRFAB=63 SY, TONS=30
BEG. ELEV=1694.59, END ELEV=1694.00
-L- STA. 13+48 RT, L=33', S=1.79%, B=4', D/d=2.75'
DDE=164 CY, COIRFAB=94 SY, TONS=55
-L- STA. 12+39 TO STA. 13+13 LT, B=4', D/d=2.25'
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:1D
-L_DET6- STA. 11+04 TO STA. 12+69 RT
-L_DET4- STA. 33+03 TO STA. 34+00 LT
-Y4- STA. 14+10 TO STA. 14+80 LT
-L- STA. 143+50 TO STA. 144+00 RT
-L- STA. 141+00 TO STA. 142+30 RT
-L- STA. 73+50 TO STA. 77+50 RT
Min. D=1.25 Ft.
DETAIL C
Ground
Natural
Flatter3:1 or
Slope
Fill
COIRFAB=141 SY, TONS=64
-DR2- STA. 10+00 TO STA. 11+36 LT
COIRFAB=294 SY, TONS=132
-L- STA. 111+00 TO STA. 114+12 LT
2:1D
B
( Not to Scale)
Flatter3:1 or
SPECIAL LATERAL BASE DITCH
-L- STA. 199+00 TO STA. 199+25 LT, D=1.75'
-L- STA. 198+50 TO STA. 199+00 LT, D=2.5'
-L- STA. 179+50 TO STA. 181+00 RT, D=1.75'
DETAIL Y
B=4 Ft.
Min. D=SEE BELOW
Ground
Natural
Slope
Fill
2:
1
b
( Not to Scale)
D2:12:1
BERM 'V' DITCH
GEOFAB=100 SY, TONS=36
-DR29- STA. 10+25 TO STA. 10+42 LT
GEOFAB=199 SY, TONS=89
-L- STA. 185+50 TO STA. 189+50 RT
GEOFAB=228 SY, TONS=102
-L- STA. 42+50 TO STA. 47+08 RT
GEOFAB=152 SY, TONS=68
-L- STA. 20+70 TO STA. 23+75 RT
DETAIL I
b=5.0 Ft.
Min. D=1.0 Ft.
Ground
Natural
RDWY
2:1
2:1D
( Not to Scale)
d
STANDARD 'V' DITCH
DDE=26CY, GEOFAB=25 SY, TONS=12
BEG. EL=1662.0', END EL=1659.8'
-L- STA. 120+25 LT, L=16', S=13.8%
DDE=36CY, GEOFAB=30 SY, TONS=15
BEG. EL=1694.0, END EL=1692.06'
-L- STA. 93+79 RT, L=16', S=12.1%
DETAIL T
Ground
Natural
Ground
Natural
Geotextile
d=1.75 Ft.
Min. D=1.75 Ft.
(TYP)
a Minimum of 1ft
Tuck Geotextile
Type of Liner= CL I Rip-Rap, Keyed-In
( Not to Scale)
BERM BASE DITCH
2:
1
2:1
D2:1B
b
d
GEOFAB=614 SY, TONS=276
-L_DET2- STA. 15+18 TO STA. 21+70 LT
GEOFAB=546 SY, TONS=246
-L- STA. 85+50 TO STA. 91+30 LT
GEOFAB=141 SY, TONS=64
-L- STA. 77+50 TO STA. 79+00 RT
GEOFAB=179 SY, TONS=80
-L- STA. 40+60 TO STA. 42+50 RT
GEOFAB=208 SY, TONS=94
-Y6- STA. 14+50 TO STA. 15+65 LT
DETAIL M
b=5 Ft.
B=4 Ft.
Max. d=1.0 Ft.
Min. D=1.0 Ft.
Type of Liner= CL B Rip-Rap
Ground
Natural RDWY
GEOTEXTILE
GEOFAB=352 SY, TONS=159
-DET_DR1- STA. 10+15 TO STA. 11+60 LT, CL B
GEOFAB=352 SY, TONS=159
-L_DET4- STA. 39+82 TO STA. 40+80 LT, CL B
GEOFAB=1668 SY, TONS=751
-L_DET4- STA. 13+81 TO STA. 18+45 RT, CL B
GEOFAB=360 SY, TONS=162
-L_DET2- STA. 14+20 TO STA. 15+20 LT, CL B
GEOFAB=863 SY, TONS=388
-L_DET1- STA. 31+28 TO STA. 33+68 RT, CL B
GEOFAB=845 SY, TONS=380
-L_DET1- STA. 29+44 TO STA. 31+79 LT, CL B
GEOFAB=1589 SY, TONS=715
-L_DET1- STA. 19+93 TO STA. 24+35 LT, CL B
GEOFAB=180 SY, TONS=81
-DR19- STA. 10+25 TO STA. 10+75 LT, CL B
GEOFAB=431 SY, TONS=194
-DR18- STA. 10+80 TO STA. 11+40 RT, CL B
GEOFAB=431 SY, TONS=194
-DR16- STA. 10+80 TO STA. 12+00 RT, CL B
GEOFAB=180 SY, TONS=81
-DR11- STA. 11+13 TO STA. 11+63 RT, CL B
GEOFAB=360 SY, TONS=162
-DR10- STA. 11+00 TO STA. 11+95 LT, CL B
GEOFAB=270 SY, TONS=121
-DR10- STA. 11+25 TO STA. 12+00 RT, CL B
GEOFAB=665 SY, TONS=299
-Y8- STA. 10+45 TO STA. 12+30 LT, CL B
GEOFAB=288 SY, TONS=129
-Y5- STA. 10+50 TO STA. 11+30 LT, CL B
GEOFAB=550 SY, TONS=248
-DR27- STA. 9+82 TO STA. 11+35 LT, CL B
GEOFAB=180 SY, TONS=81
-Y3- STA. 12+00 TO STA. 12+50 LT, CL B
GEOFAB=665 SY, TONS=299
-Y1- STA. 13+80 TO STA. 15+65 RT, CL B
GEOFAB=360 SY, TONS=162
-L- STA. 194+45 TO STA. 195+25 RT. CL B
GEOFAB=313 SY, TONS=141
-L- STA. 181+13 TO STA. 182+00 RT, CL B
GEOFAB=216 SY, TONS=97
-L- STA. 177+05 TO STA. 177+65 RT, CL B
GEOFAB=360 SY, TONS=170
-L- STA. 149+00 TO STA. 150+00 RT, CL I
GEOFAB=180 SY, TONS=81
-L- STA. 145+00 TO STA. 145+50 LT, CL B
GEOFAB=647 SY, TONS=306
-L- STA. 127+70 TO STA. 129+50 RT, CL I
GEOFAB=191 SY, TONS=86
-L- STA. 101+12 TO STA. 101+65 LT, CL B
GEOFAB=216 SY, TONS=97
-L- STA. 85+00 TO STA. 85+60 RT, CL B
GEOFAB=421 SY, TONS=199
-L- STA. 81+76 TO STA. 82+93 RT, CL I
GEOFAB=428 SY, TONS=193
-L- STA. 73+96 TO STA. 75+15 LT, CL B
GEOFAB=158 SY, TONS=71
-L- STA. 56+22 TO STA. 58+66 RT, CL B
GEOFAB=511 SY, TONS=241
-L- STA. 50+90 TO STA. 52+32 LT, CL I
GEOFAB=169 SY, TONS=76
-L- STA. 36+43 TO STA. 36+90 RT, CL B
GEOFAB=175 SY, TONS=79
-L- STA. 33+70 TO STA. 34+75 LT, CL B
Fill Slope2:1 or Flatter
b=10.0 Ft.
d=5.0 Ft.
Type of Liner= SEE BELOW
b
DETAIL H
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
2:1D Flatter4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
GEOFAB=57 SY, TONS=26
-L_DET6- STA. 21+49 TO STA. 22+03 LT
GEOFAB=57 SY, TONS=26
-L_DET6- STA. 21+49 TO STA. 22+03 RT
GEOFAB=108 SY, TONS=48
-L_DET4- STA. 18+44 TO STA. 19+46 LT
GEOFAB=24 SY, TONS=11
-DR25- STA. 12+00 TO STA. 12+23 RT
GEOFAB=65 SY, TONS=29
-DR15- STA. 12+88 TO STA. 13+50 RT
GEOFAB=233 SY, TONS=105
-DR15- STA. 10+29 TO STA. 12+50 RT
GEOFAB=284 SY, TONS=128
-Y13- STA. 10+15 TO STA. 12+84 LT
GEOFAB=142 SY, TONS=64
-Y11A- STA. 10+15 TO STA. 11+50 RT
GEOFAB=179 SY, TONS=81
-Y11- STA. 12+00 TO STA. 13+00 LT
GEOFAB=158 SY, TONS=71
-Y6- STA. 11+00 TO STA. 12+50 LT
GEOFAB=132 SY, TONS=59
-Y3- STA. 10+75 TO STA. 12+00 RT
GEOFAB=105 SY, TONS=47
-Y2- STA. 14+00 TO STA. 15+00 RT
GEOFAB=158 SY, TONS=71
-Y2- STA. 13+50 TO STA. 15+00 LT
GEOFAB=158 SY, TONS=71
-Y1- STA. 10+00 TO STA. 11+50 LT
GEOFAB=53 SY, TONS=24
-Y1- STA. 10+00 TO STA. 10+50 RT
GEOFAB=41 SY, TONS=18
-L- STA. 162+50 TO STA. 162+89 RT
GEOFAB=115 SY, TONS=52
-L- STA. 66+91 TO STA. 68+00 LT
DETAIL O
Max. d=1.5 Ft.
Min. D=1.5 Ft.
Type of Liner= CL B RIPRAP
Slope
Ditch
Front
Ground
Natural
Geotextile
Flatter4:1 or
D2:1( Not to Scale)
SPECIAL CUT DITCH
-L_DET2- STA. 23+20 TO STA. 23+71 LT
-DR17- STA. 10+50 TO STA. 10+97 LT
-DR8- STA. 11+62 TO STA. 12+22 RT
-Y10B- STA. 11+50 TO STA. 12+00 LT
-Y10B- STA. 13+00 TO STA. 13+24 LT
-Y10A- STA. 10+50 TO STA. 11+73 LT
-Y10A- STA. 10+50 TO STA. 11+50 RT
-Y3A- STA. 12+00 TO STA. 12+50 RT
-Y3- STA. 12+00 TO STA. 13+50 RT
-L- STA. 194+60 TO STA. 196+00 LT
-L- STA. 177+00 TO STA. 178+50 LT
-L- STA. 163+94 TO STA. 167+00 rt
-L- STA. 161+00 TO STA. 162+50 RT
-L- STA. 156+00 TO STA. 157+00 LT
-L- STA. 140+00 TO STA. 141+00 RT
-L- STA. 104+00 TO STA. 107+00 LT
-L- STA. 92+75 TO STA. 93+80 LT
-L- STA. 63+50 TO STA. 66+50 LT
-L- STA. 58+50 TO STA. 61+75 LT
-L- STA. 10+00 TO STA. 10+50 RT
DETAIL A
Min. D=1.0 Ft.
Ground
Natural Slope
Ditch
Front
DDE=1762 CY, COIRFAB=757, TONS=341
LINER=CL I RIPRAP
-L_DET1- STA. 10+64 TO STA. 15+93 LT
DDE=89 CY, COIRFAB=216, TONS=97
LINER= CLASS I RIPRAP
-L- STA. 16+00 TO STA. 17+50 LT
NO LINER=GRASS, DDE=44 CY
-L- STA. 15+25 TO STA. 16+00 LT
DDE=74 CY, COIRFAB=180, TONS=81
LINER= CLASS I RIPRAP
-L- STA. 14+00 TO STA. 15+25 LT
NO LINER=GRASS, DDE=52 CY
-L- STA. 13+13 TO STA. 14+00 LT
Type of Liner=CL I Rip-Rap or Grass/No liner (See Below)
DDE=315 CY, COIRFAB=65 SY, TONS=29
BEG. EL=1642.7, END EL=1641.2'
-L- STA. 182+62 LT, L=34', S=4.4%
DDE=37 CY, COIRFAB=58 SY, TONS=26
BEG. EL=1665.5', END EL=1662.9'
-L- 148+19 RT, L=30', S=8.7%, B=*4'
DDE=792 CY, COIRFAB=138 SY, TONS=65
BEG. EL=1629.00, END EL=1622.88'
-L- STA. 81+64 LT, L=72', S=8.5%
DDE=454 CY, COIRFAB=231 SY, TONS=109
BEG. EL=1645.00', END EL=1643.13'
-L- STA. 53+25 RT, L=92', S=2.0%
DDE=150 CY, COIRFAB=150 SY, TONS=71
BEG. EL=1663.71', END EL=1661.80'
-L- STA. 50+78 LT, L=78', S=2.7%
B=*5'
Max. d=2.75 Ft.
Min. D=2.75 Ft.
SHEET 2 OF 50
PERMIT DRAWING
Submitted 9/27/2023
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone] VARIESNOT TO SCALE 1:11:1COMPACTED
BACKFILL
AFLOW{FLOW
{
B
B
A
TB
TB
1'10'5' Min.
SECTION A-A
SECTION B-B
PLAN VIEW
CHANNEL
EXISTING
BACKFILL
BACKFILL
COMPACTED
BACKFILL
UNCOMPACTED
LENGTH
MIN.
#57 STONE
MIN 1.0' DEPTH
INVERT
CHANNEL
AS SPECIFIED IN PLANS
SHALL BE TREATED
NEW STREAMBANK BACKFILL
UNCOMPACTED
FINISH GRADE
1.5'
CLASS I
RIP-RAP,BACKFILL
COMPACTED
CHANNEL BLOCK
DETAIL AA
L
S etc.
GI
10:1 20
:1
( Not to Scale)
FALSE SUMP
2.0'
.
DETAIL AB
Traffic Flow
Outside Ditch 1.0' Max0.5' Min.S=Ditch Slope C Proposed Ditch
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'DDDitch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
.
DETAIL AC
C Proposed Ditch
20:1 10:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2'
DETAIL AD
Traffic Flow
Outside Ditch 1.0' Max.0.5' Min.etc.
GI
.
C Proposed Ditch
R:\Hydraulics\PERMITS_Environmental\Drawings\R5861_Hyd_prm_wet_ditch_detail.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861 2D-2
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
-L- STA. 71+92, COBB CREEK INLET IMPROVEMENTS -L- STA. 71+92, COBB CREEK OUTLET IMPROVEMENTS
-L- STA. 127+65, GOLD BRANCH INLET IMPROVEMENTS
-L- STA. 127+65, GOLD BRANCH OUTLET IMPROVEMENTS
b
d
D
B
1"/Ft.Ground
Natural
DETAIL AG
Ground
Natural
Exist. Channel
Fill Slope
Proposed
( Not to Scale)
STREAM STABILIZATION WITH RIFFLES
2:1
Type of Liner= CL I RIPRAP
MATTING
COIR FIBER3:13:1
b=5.0 Ft.
B=4.0 Ft.
Max. d=3.0 Ft.
Min. D=3.0 Ft.
STATION ELEVATION
-L- STA. 148+03 RT
-L- STA. 147+67 RT
-L- STA. 147+32 RT
-L- STA. 146+96 RT
-L- STA. 146+58 RT
-L- STA. 146+20 RT
-L- STA. 145+85 RT
1660.96
1660.84
1660.72
1660.59
1660.46
1660.33
1660.21
$$$$$$ SYSTIME$$$$$B
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
BEG. ELEV=1610.32, END ELEV=1609.70
-L_DET6- STA. 26+35 LT, B=4', L=54', S=1.2%
DETAIL AE
B=4 Ft.
Min. D=1.75 Ft.
Ground
Natural
Ground
Natural
*Embedded Energy Dissipator Riffles at Intervals on PSH
"CL B/I 50% MIX" TONS=10, GEOTEXTILE=20 SY
*PER RIFFLE: CL II TONS=15, COIRFAB=16 SY,
DDE=802 CY, COIRFAB=658 SY, CL I TONS=234
-L- STA. 145+67 TO STA. 148+19 RT
THE ENGINEER.
6) COMPACT BACKFILL TO EXTENT POSSIBLE OR AT THE DIRECTION OF
THE PROJECT SPECIFICATIONS IMMEDIATELY AFTER GRADING.
5) INSTALL EROSION CONTROL MATTING AND SEED IN ACCORDANCE WITH
EXISTING STREAM CHANNEL.
4) BLOCK SHOULD EXTEND A MINIMUM OF 5' BEYOND THE LIMITS OF THE
OF THE EXISTING CHANNEL.
3) BOTTOM OF BLOCK SHOULD BE A MINIMUM OF 2' BELOW THE INVERT
CHANNEL AND PROPOSED CHANNEL.
2) BLOCK SHOULD BE INSTALLED AT THE INTERFACE BETWEEN EXISTING
PROJECT SPECIFICATIONS.
1) CHANNEL BLOCK SHALL BE INSTALLED IN ACCORDANCE WITH THE
NOTES:
OF EXISTING CHANNEL
MIN. OF 5' BEYOND LIMITS
EXTEND CHANNEL BLOCK
OF EXISTING CHANNEL
MIN. OF 2' BEYOND INVERT
EXTEND CHANNEL BLOCK
( Not to Scale)
DETAIL AH
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BEDEXISTING BANKEXISTING BANK
d
KEYED-IN (TYP.)
CLASS I RIP-RAP
Min. d=SEE BELOW
Length=SEE BELOW
( Not to Scale)
DETAIL AI
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BEDEXISTING BANKEXISTING BANK
d
KEYED-IN (TYP.)
CLASS B RIP-RAP
Min. d=SEE BELOW
Length=SEE BELOW
BANK STABILIZATION BANK STABILIZATION
11 TONS CL B RIPRAP
-Y8- STA. 10+91 RT, L=12', Min d=1.0'
8 TONS CL B RIPRAP
-L- STA. 114+12 LT, L=10', Min d=1.5'
2 TONS CL B RIPRAP
-L- STA. 95+88 RT, L=5', Min d=1.0'
11 TONS CL I RIPRAP
-Y11- STA. 11+68 RT, L=10', Min d=1.5'
40 TONS CL I RIPRAP
-L- STA. 145+73 RT, L=20', Min d=1.5'
57 TONS CL I RIPRAP
-L- STA. 145+62 LT, L=24', Min d=2.0'
20 TONS CL I RIPRAP
-L- STA. 58+74 RT, L=14', Min d=1.5'
-Y11- 11+57 RT, CL I TONS=13, #57 STONE TONS=1
-L- STA. 51+40 LT, CL I TONS=49, #57 STONE TONS=4
-DR1- 10+57 RT, CL I TONS=41, #57 STONE TONS=3
-L- STA. 13+37 RT, CL I TONS=31, #57 STONE TONS=3
-L- STA. 12+85 LT, CL I TONS=31, #57 STONE TONS=3
B
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
-L- STA. 80+95 LT, L=15', S=EXISTING STREAM SLOPE
DETAIL AJ
B= 5 Ft.
Min. D= 2 Ft.
Ground
Natural
Ground
Natural
ALONG WITH THE NATIVE MATERIAL TO ENSURE COMPLETE BACKFILLING
*NOTE: SUPPLEMENTAL RIPRAP SHALL BE USED AS NEEDED IN THE LOW FLOW CHANNEL
ALONG WITH THE NATIVE MATERIAL TO ENSURE COMPLETE BACKFILLING
*NOTE: SUPPLEMENTAL RIPRAP SHALL BE USED AS NEEDED IN THE LOW FLOW CHANNEL
ALONG WITH THE NATIVE MATERIAL TO ENSURE COMPLETE BACKFILLING
*NOTE: SUPPLEMENTAL RIPRAP SHALL BE USED AS NEEDED IN THE LOW FLOW CHANNEL
ALONG WITH THE NATIVE MATERIAL TO ENSURE COMPLETE BACKFILLING
*NOTE: SUPPLEMENTAL RIPRAP SHALL BE USED AS NEEDED IN THE LOW FLOW CHANNEL
@US FACE OF CULVERT
SHEET 3 OF 50
PERMIT DRAWING
2:
1
2:1
CHANNEL
LOW FLOW
1.0'2:1CLASS II RIP RAP
KEY-IN 2' THICK
CLASS II RIP RAP
KEY-IN 2' THICK
10' TO 8'
FROM NATURAL WIDTH OF
CHANNEL BOTTOM VARIES
WIDTH VARIES 0'-18'
TOP OF FLOODPLAIN BENCH
(PER STANDARD CONDITION) TO “CHOKE OUT” CLASS II RIP RAP
TOP DRESS CLASS II RIP RAP WITH CHANNEL SUBSTRATE MATERIAL
(PER STANDARD CONDITION) TO “CHOKE OUT” CLASS II RIP RAP
TOP DRESS CLASS II RIP RAP WITH CHANNEL SUBSTRATE MATERIAL
2:
1
2:1
CHANNEL
LOW FLOW
1.0'2:1CLASS II RIP RAP
KEY-IN 2' THICK
CLASS II RIP RAP
KEY-IN 2' THICK
WIDTH VARIES 0'-18'
TOP OF FLOODPLAIN BENCH
10' TO 8'
FROM NATURAL WIDTH OF
CHANNEL BOTTOM VARIES
(PER STANDARD CONDITION) TO “CHOKE OUT” CLASS II RIP RAP
TOP DRESS CLASS II RIP RAP WITH CHANNEL SUBSTRATE MATERIAL
INLET
2:
1
2:1
LENGTH = 22'
LOOKING DOWNSTREAM (NTS)
FLOODPLAIN BENCH
TOP OF
2:1
FLOODPLAIN BENCH
TOP OF
PROP. 8'x9' RCBC
4.0' CHANNEL VARIES 0'-4'
CLASS I RIP RAP
KEY-IN 2' THICK
CLASS I RIP RAP
KEY-IN 2' THICK
OUTLET
LENGTH = 22'
LOOKING DOWNSTREAM (NTS)
LENGTH = 30'
LOOKING DOWNSTREAM (NTS)
EXCAVATIONPERMANENT CHANNEL
TOTAL GEOTEXTILE FABRIC = 64 SY
TOTAL CL I RIPRAP = 86 TONS
TOTAL CHANNEL EXCAVATION = 44 CY
FLOODPLAIN BENCH
TOP OF
2:1
2:
1 2:1
PROP. 8'x9' RCBC
VARIES 0'-4'4.0' CHANNEL
CLASS I RIP RAP
KEY-IN 2' THICK
CLASS I RIP RAP
KEY-IN 2' THICK
SILL/BAFFLE DETAILS (NTS)
72" WSP
PROP. 2@8'x8' RCBC EXTENSION
BENCH
TOP OF FLOODPLAIN
OUTLET IMPROVEMENT
72" WSP
PROP. 2@8'x8' RCBC EXTENSION
BENCH
TOP OF FLOODPLAIN
LENGTH=50'
LOOKING DOWNSTREAM (NTS)
Submitted 9/27/2023
BSTUS19/129 BLAI
RSVI
LLE HW
Y 27' PAVED ROADW
AYBROKEN ASPHALT/GR4SBW
(48")
4SBW(48")GRLT
1.5SFD
LT ANDREA MORROW RDGR
MTL
MTL
WOODS
W
OODSWOODS
WOODS
SIGN
GEORGIANORTH CAROLINAGEORGIANORTH CAROLINAEI
PEI
PR/
W MONEIP
N 87°43'02" WN 84°17'00" W86.50'N 84°41'56" W98.80'N 87°37'03" W24.12'1.51' R/W TO EIPN 11°50'47" W
389.13'N 85°52'50" E342.13' TOTAL0.63' EIP TO R/WEX
I
STI
NG R/
WEXISTING R/
W
N 11°50'47" W
735.70'
N 11°50'47" W
252.00'S 80°17'32" E103.97'N
19
°36'03
" E
203
.84'S 72°02'38" E353.26' COR TO R/WN 84°50'38" W362.22'N 25°00'49" W
40.29'N 13°00'58" W
53.04'
N 03°59'23" W
79.43'
N 08°53'42" E
35.27'
N
15°38
'14" E
118
.93
'
S 82°53'14" E
35.41'N 82°21'30" W148.61'S 84°48'29" E71.47'S 89°29'23" E26.44'N 82°55'15" E27.32'N 74°24'25" E34.16'N 68°07'17" E12.82'N 67°37'20" E44.45'100.00'100.00'EXISTING R/W
EXISTING R/W
TANK
SEPTIC
LINES
DRAIN
TANK
SEPTIC
BST4SBW
(48")
4SBW(48")GRWOODS100.00'EXISTING R/W
EIP
N 25°00'49" W
40.29'
D 15" CMP
15
" CMP
60
" RCP48
" CMP
18" CMPCONC HWHW
CONC
INV=1688
.88
'INV=1693.60'
INV=1759.58'
INV=1761.65'60" RCP48
" CMPINV=1688
.88
'DD
SA
SA
SA2
Responsive People | Creative SolutionsResponsive People | Creative Solutions
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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]
GUARDRAIL
TEMP..05.04.03SITE 1A
SITE 1B
SITE 1C
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/15/2023R:\Hydraulics\PERMITS_Environmental\Drawings\R5861_Hyd_prm_wet_psh04.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861 4
MATCHLINE -L- STA. 23+00 SEE SHEET 5NAD 83/ 2011
10+0015+00
20+0010+001
0
+
0
0
C
F
F
F
C
F
C
F
F C
F C
F C
C
C
C
F
F
F
C
C
F
C
10+00F
C
F
F
F
-L_DET1-
F
15+00
SEE INSET A
INSET A
SEE INSET B
INSET B
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
DUE TO TEMPORARY DETOURS
ADDITIONAL IMPACTS
FS
REMOVE
BDOREMOVEP
P
HW
HW
FS
W/21 SY GEOTEXTILE
8 TONS CL B RIPRAP
2GIA-NSS
2GIA-NSS
PPES
NSS
2GIB-
18"
SEE DETAIL N
W/ CL B RIPRAP
SP. LAT. V DITCH
(NOT BURIED)
30" RCP-III
SEE DETAIL A
SPECIAL CUT DITCH
FILL
W/ FLOWABLE
PLUG & FILL
SEE DETAIL I
W/ CL B RIPRAP
BERM V DITCH
-NSF
2GIB
SEE DETAIL G
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
SEE DETAIL L
W/ CL B RIPRAP
SP. LAT. 4' BASE DITCH
SEE DETAIL D
W/ CL I RIPRAP
CHANNEL CHANGE
SEE DETAIL D
W/ CL I RIPRAP
CHANNEL CHANGE
SEE DETAIL D
W/ CL I RIPRAP
CHANNEL CHANGE
SEE DETAIL I
W/ CL B RIPRAP
BERM V DITCH
REMOVE
24" RCP-III
15" RCP-III
(BURI
ED 1.
0')
6
6" RCP-I
V66" WELDED STEEL (BURIED 1.0')TRENCHLESS INSTALLATIONSEE DETAIL F
W/ CL I RIPRAP
CHANNEL CHANGE
REMOVE
2 ELBOWS15" w/2 ELBOWS15" w/2 ELBOWS18" w/
2 ELBOWS24" w/
REMOVE HW
SEE DETAIL F
CHANNEL CHANGE
SEE DETAIL F
W/ CL I RIPRAP
CHANNEL CHANGE
REMOVEP
HW
-NSF
2GIB
SEE DETAIL D
W/ CL I RIPRAP
CHANNEL CHANGE
(BURI
ED
1.0')66" RCP-I
V66" WELDED STEEL (BURIED 1.0')TRENCHLESS INSTALLATIONSEE DETAIL F
W/ CL I RIPRAP
CHANNEL CHANGE
2 ELBOWS15" w/2 ELBOWS18" w/
SEE DETAIL F
W/ CL I RIPRAP
CHANNEL CHANGE
P66" WELDED STEEL (BURIED 1.0')TRENCHLESS INSTALLATIONP66" WELDED STEEL (BURIED 1.0')TRENCHLESS INSTALLATIONSEE DETAIL F
W/ CL I RIPRAP
CHANNEL CHANGE
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 4 OF 50
PERMIT DRAWING
Submitted 8/21/2023
BSTUS19/129 BLAI
RSVI
LLE HW
Y 27' PAVED ROADW
AYBROKEN ASPHALT/GR4SBW
(48")
4SBW(48")GRLT
1.5SFD
LT ANDREA MORROW RDGR
MTL
MTL
WOODS
W
OODSWOODS
WOODS
SIGN
GEORGIANORTH CAROLINAGEORGIANORTH CAROLINAEI
PEI
PR/
W MONEIP
N 87°43'02" WN 84°17'00" W86.50'N 84°41'56" W98.80'N 87°37'03" W24.12'1.51' R/W TO EIPN 11°50'47" W
389.13'N 85°52'50" E342.13' TOTAL0.63' EIP TO R/WEX
I
STI
NG R/
WEXISTING R/
W
N 11°50'47" W
735.70'
N 11°50'47" W
252.00'S 80°17'32" E103.97'N
19
°36'03
" E
203
.84'S 72°02'38" E353.26' COR TO R/WN 84°50'38" W362.22'N 25°00'49" W
40.29'N 13°00'58" W
53.04'
N 03°59'23" W
79.43'
N 08°53'42" E
35.27'
N
15°38
'14" E
118
.93
'
S 82°53'14" E
35.41'N 82°21'30" W148.61'S 84°48'29" E71.47'S 89°29'23" E26.44'N 82°55'15" E27.32'N 74°24'25" E34.16'N 68°07'17" E12.82'N 67°37'20" E44.45'100.00'100.00'EXISTING R/W
EXISTING R/W
TANK
SEPTIC
LINES
DRAIN
TANK
SEPTIC
BST4SBW
(48")
4SBW(48")GRWOODS100.00'EXISTING R/W
EIP
N 25°00'49" W
40.29'
D 15" CMP
15
" CMP
60
" RCP48
" CMP
18" CMPCONC HWHW
CONC
INV=1688
.88
'INV=1693.60'
INV=1759.58'
INV=1761.65'60" RCP48
" CMPINV=1688
.88
'DD167816821
6
821684168416861686
16861686168816881688
168816921692169216921692
169416941
6
9
4
16
9
4
16941696169616
9
6
16
9
6
16
9
6
169616981698169816
98
16
9
8
16981702170217021702
1702
1702170217041704170417
0
4
17
04
17
0
4170417061706 170617061706
1706
17
0
6170617081708 1708
1708
17
0
8
170817081712
1712171217121712171217121714
1714
1714171417141714171417161716
171617
16
17161716171617161716171617181718
1718
17181718
17181718171817
2
2
1722
1722172217221722
172217241724
17241724172417241724172417
2
4 17241726
1726
17261726
172617261726172617261728 172817281728172817281728172817321732
173217321732
173217321734 17341734
1734173417341734173617361736173617361736173617361738
1738
1738
17381738173817381742
1742
17421742174217421742
1742174217421744
1744
1
7
44
17441744174417
44174417441
74417461746174617461746
1746174617
4
6
174617461748174817481748
17481748174817481748
17481748175217521752175217521752175217541754175
41754
1754175417541756175617561756175617561756175
6175617581
7
5
8
17581758175817621762 17621
7
6
2
17621762176217
6
217641764176417641764176617661766 176617661
7
6
8 1768176817
68
176817681
7
7
2 177217721772
17721772177417741774
177417741776 177617
76
1776177617
7
6 17781778177
8
17
7
8
1
7
7
8
178217841784178
4
1784
178617861786 1788178817921794179417961796
179
8 17981802
16861688
1688169216941
6
9
4
169616
9
61698170217
0
2
1704170417061708
1712
17141716
1718169416981708171417
16
1718
1724
1680
16901690169
0
1690
16901700
1700
17
00
1700
170017001700170017001700171017101710171017101710171017101710
17
1
0
17
1
0
1710
1720
1720
1720
1720
17
20
17201720172017201720172017201720172017
30
173
0
1730 17301730
17301730173017
3
0173017301730173017401740 174017401740
174017401740174017401740
1740174017401740175017501750 1750175
0
175017501750175017501750175017501760 17601760176017
60
17601760176017601
7
7
0
17701770
177
0
177017701770 17801780178017801780
1790179018001800
1690169017
0
0
170017101710
1720
1700171017101720SA
SA
SA2
Responsive People | Creative SolutionsResponsive 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]
GUARDRAIL
TEMP..05.04.03SITE 1A
SITE 1B
SITE 1C
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.8/15/2023R:\Hydraulics\PERMITS_Environmental\Drawings\R5861_Hyd_prm_wet_psh04_con.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861 4
MATCHLINE -L- STA. 23+00 SEE SHEET 5NAD 83/ 2011
10+0015+00
20+0010+001
0
+
0
0
C
F
F
F
C
F
C
F
F C
F C
F C
C
C
C
F
F
F
C
C
F
C
10+00F
C
F
F
F
-L_DET1-
F
15+00
SEE INSET A
INSET A
SEE INSET B
INSET B
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
DUE TO TEMPORARY DETOURS
ADDITIONAL IMPACTS
FS
REMOVE
BDOREMOVEP
P
HW
HW
FS
W/21 SY GEOTEXTILE
8 TONS CL B RIPRAP
2GIA-NSS
2GIA-NSS
PPES
NSS
2GIB-
18"
SEE DETAIL N
W/ CL B RIPRAP
SP. LAT. V DITCH
(NOT BURIED)
30" RCP-III
SEE DETAIL A
SPECIAL CUT DITCH
FILL
W/ FLOWABLE
PLUG & FILL
SEE DETAIL I
W/ CL B RIPRAP
BERM V DITCH
-NSF
2GIB
SEE DETAIL G
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
SEE DETAIL L
W/ CL B RIPRAP
SP. LAT. 4' BASE DITCH
SEE DETAIL D
W/ CL I RIPRAP
CHANNEL CHANGE
SEE DETAIL D
W/ CL I RIPRAP
CHANNEL CHANGE
SEE DETAIL D
W/ CL I RIPRAP
CHANNEL CHANGE
SEE DETAIL I
W/ CL B RIPRAP
BERM V DITCH
REMOVE
24" RCP-III
15" RCP-III
(BURI
ED 1.
0')
6
6" RCP-I
V66" WELDED STEEL (BURIED 1.0')TRENCHLESS INSTALLATIONSEE DETAIL F
W/ CL I RIPRAP
CHANNEL CHANGE
REMOVE
2 ELBOWS15" w/2 ELBOWS15" w/2 ELBOWS18" w/
2 ELBOWS24" w/
REMOVE HW
SEE DETAIL F
CHANNEL CHANGE
SEE DETAIL F
W/ CL I RIPRAP
CHANNEL CHANGE
REMOVEP
HW
-NSF
2GIB
SEE DETAIL D
W/ CL I RIPRAP
CHANNEL CHANGE
(BURI
ED
1.0')66" RCP-I
V66" WELDED STEEL (BURIED 1.0')TRENCHLESS INSTALLATIONSEE DETAIL F
W/ CL I RIPRAP
CHANNEL CHANGE
2 ELBOWS15" w/2 ELBOWS18" w/
SEE DETAIL F
W/ CL I RIPRAP
CHANNEL CHANGE
P66" WELDED STEEL (BURIED 1.0')TRENCHLESS INSTALLATIONP66" WELDED STEEL (BURIED 1.0')TRENCHLESS INSTALLATIONSEE DETAIL F
W/ CL I RIPRAP
CHANNEL CHANGE
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 5 OF 50
PERMIT DRAWING
Submitted 8/21/2023
Responsive People | Creative Solutions
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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.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861
8/17/998/15/2023R:\Hydraulics\PERMITS_Environmental\Drawings\R5861_Hyd_prm_wet_04_PIPEPFL.dgnaburke5/14/99ENGLISH
050100 50150200 100 150 200250300 250
1665
1685
1705
1670
1675
1680
1690
1695
1700
1710
1715
1720
-L- 13+37
SITE 1
1665
1670
1675
1680
1685
1690
1695
1700
1705
1710
1715
1720
(length=130')
PROPOSED 66" WELDED STEEL PIPE (BURIED 1.0')
(NORMAL)
2:
1 (NORMAL)2:1 CL
SKEW=73
-L- STA. 13+37
=1694.5'
NWS
S=
4
.6%
ELEVATION=1693.0'
PROPOSED INLET
ELEVATION=1687.0'
PROPOSED OUTLET
CHANGE
PROPOSED CHANNEL
CHANGE
PROPOSED CHANNEL
66
" W
ELD
ED

STEEL
P
IPE
SHEET 6 OF 50
PERMIT DRAWING
GROUND
EXISTING
Submitted 8/21/2023
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.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861
8/17/998/15/2023R:\Hydraulics\PERMITS_Environmental\Drawings\R5861_Hyd_prm_wet_04_PIPEPFL_DR1.dgnaburke5/14/99ENGLISH
050100 50150200 100 150 200250300 250
1685
1700
-DR1- 10+34
SITE 1
(length=53')
PROPOSED 66" RCP-IV (BURIED 1.0')
1680
1690
1695
1700
1695
1690
1685
1680
CL
(
N
O
R
MA
L)
2:1
SKEW=0
-DR1- STA. 10+34
=1687.45'
NWS
S=2
.2%
ELEVATION=1684.4'
PROPOSED INLET
ELEVATION=1683.2'
PROPOSED OUTLET
CHANGE
PROPOSED CHANNEL
CHANGE
PROPOSED CHANNEL
66" RCP-IV
SHEET 7 OF 50
PERMIT DRAWING
GROUND
EXISTING
Submitted 8/21/2023
W/7 SY GEOTEXTILE
2 TONS CL B RIPRAP
P
-EL--EY2-ASPHALT
19' PAVED ROADWAY
SR 1664 JIM CORDELL RD
20.5' PAVED ROADWAYSR 1590 MOCCASIN CREEK RDUS19/129 BLAIRSVILLE HWY 26' PAVED ROADWAY
CONC
GR
GRCONC
RETAINING WALL
7" WD
BST
CONC
CONC
1SMTLBUS
1SFD
WALL
RETAINING
7" WD
GR
WALL
RETAINING
10" CONC WALL
RETAINING
7" WD
COOP
CHICKEN
CAN
2SFD
WALL
RETAINING
12" WD
CONC
18" WD
18" WD
18" WD
WALL
RETAINING
8" WD BST
GR
1SFD
1SFD
1SFD
GR
BST
MTL
WOODS
WOODS
WOODS
WOODS
WOODS
SIGN
SIGN SIGN
SIGN
SIGN
SIGN
SIGN
T
Frontier Communications of America Inc.S 72°02'38" E
11.43'S 72°02'38" E158.73'S 72°02'38" E75.26'N
15°16
'24" E
150
.03
'N 78°43'36" W189.26'N 83°02'34" W145.69'S 13°36
'25" W
299
.49
'N 24°07'29" E471.93'
EIP
S 65°22'04" E88.21'S 77°41'00" E96.72' R/W TO COR13.52' EIP TO R/WN 87°32'00" E417.12'R/W MON
R/W MON
R/W MON N 73°07'17" W39.11'N 67°30'17" W57.18'N 72°22'17" W66.84'N 73°29'17" W76.60'100.00'100.00'100.00'
EXISTING R/W
EXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
50.00'EXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
EXISTING R/W
S 07°06'57" W
156.70'TEIPTANK
SEPTIC
LINE
DRAIN
TANK
SEPTIC
LINES
DRAIN
-EY1--EY1--EY1-20.00'
20.00'-EY2-1.27'72" W
D
A
SPH S 81°40'06" E105.44'TANK
SEPTIC
LINES
DRAIN
LINES
DRAIN
TANK
SEPTIC
27' PAVED ROADWAYUS19/129 BLAIRSVILLE HWY
SOIL & GRAVELWELL
DRILLED WELL
BORED
CONC
MTL
EXISTING R/W
15" CMP
18" CMP18" CMP
15"
C
M
P18" CMP36" CMPCONC HW
CONC HW
CONC HWCONC HW
8" HD
PET36" CMPD18" CMPCONC HW36" CMPResponsive People | Creative Solutions
SB
WA
SB
WA
F
F
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.5/25/2023R:\Hydraulics\PERMITS_Environmental\Drawings\R5861_Hyd_prm_wet_psh05.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861 5
MATCHLINE -L- STA. 23+00 SEE SHEET 4MATCHLINE -L- STA. 36+00 SEE SHEET 610+0015+0015+0025+00 30+00
35+0010+00C
C
C
C
C
FC
C
F
C C
C
C
F
C
C
F
F
F
F
C
C C
C
C
C
C
CC
F
F
F
F
C
F
SITE 3
SITE 2A
SITE 2B
SITE 4
F
F
MATCHLINE -L- STA. 36+00 SEE SHEET 6-L_DET1-
SEE INSET A
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
SEE INSET B
INSET B
INSET C
SEE INSET C
NAD 83/ 2011
INSET A
SHOWN IN INSET
TEMPORARY DETOURS
IMPACTS DUE TO
*NOTE: ADDITIONAL
18" RCP-IV W/10 SY GEOTEXTILE
3 TONS CL B RIPRAP
REMOVE
P
P
W/7 SY GEOTEXTILE
2 TONS CL B RIPRAP
FS
HW
FS
W/10 SY GEOTEXTILE
3 TONS CL B RIPRAP
GRADE TO DRAIN
FS
15" RCP-III
18" RCP-III
2 ELBOWS18" CSP2 ELBOWS15" CSP
RETAIN
15" W/5 SY GEOTEXTILE
1 TONS CL B RIPRAP
LINE CUT/FILL TRANSITION
15"
P
P
FILL
W/ FLOWABLE
PLUG & FILL
P
P
2GIB-NSS
2GIB-NSS
2GIB-NSS
2GIB-NSS
PPES
SEE DETAIL B
LATERAL V DITCH
REM
OVESY GEOTEXTILE
RIPRAP W/14
W/ 5 TONS CL B
CUT DITCH
LINE ROADWAY
TO DRAIN
GRADE
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL B
LATERAL V DITCH
SEE DETAIL O
W/ CL B RIPRAP
SPECIAL CUT DITCH
SEE DETAIL O
W/ CL B RIPRAP
SPECIAL CUT DITCH
FILL
FLOWABLE
FILL W/
PLUG &
SEE DETAIL O
W/ CL B RIPRAP
SPECIAL CUT DITCH
SEE DETAIL O
W/ CL B RIPRAP
SPECIAL CUT DITCH
DETAIL X
RIPRAP SEE
W/ CL B
BASE DITCH
SP. CUT 4'
SEE DETAIL P
LATERAL 4' BASE DITCH
SEE DETAIL P
LATERAL 4' BASE DITCH
Q10=11.0 cfs
48" RCP-III (BURIED 0.8')R
ETA
IN
2GIB-NSS
15" RCP-III
FS
SEE DETAIL I
W/ CL B RIPRAP
BERM V DITCH
SEE DETAIL D
W/ CL I RIPRAP
CHANNEL CHANGE
15" FILL
FLOWABLE
FILL W/
PLUG &
SEE DETAIL U
W/ CL B RIPRAP
CHANNEL CHANGE
15" W/5 SY GEOTEXTILE
CUT DITCH, 1 TON CL B RIPRAP
EX. DITCH & ROADWAY
LINE TRANSITION BETWEEN
W/7 SY GEOTEXTILE
2 TONS CL B RIPRAP
P
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
(PIPE INV=1737.6')
INV=1738.4'
HW
P
FILL
W/ FLOWABLE
PLUG & FILL
HW
P
FILL
W/ FLOWABLE
PLUG & FILL
0509
HW
2 ELBOWS18
" CSPP
FILL
W/ FLOWABLE
PLUG & FILL 48" RCP-III (BURIED 0.8')PPP
D1-19JB w/Slab Lid
JB w/MH
SP. DET.
(BURIED 1.0')
48" RCP-III
TEMP
36"
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 8 OF 50
PERMIT DRAWING
Submitted 5/26/2023
W/7 SY GEOTEXTILE
2 TONS CL B RIPRAP
P
-EL--EY2-ASPHALT
SR 1664 JIM CORDELL RD
19' PAVED ROADWAY
SR 1590 MOCCASIN CREEK RD20.5' PAVED ROADWAYUS19/129 BLAIRSVILLE HWY 26' PAVED ROADWAY
CONC
GR
GRCONC
RETAINING WALL
7" WD
BST
CONC
CONC
1SMTLBUS
1SFD
WALL
RETAINING
7" WD
GR
WALL
RETAINING
10" CONC WALL
RETAINING
7" WD
COOP
CHICKEN
CAN
2SFD
WALL
RETAINING
12" WD
CONC
18" WD
18" WD
18" WD
WALL
RETAINING
8" WD BST
GR
1SFD
1SFD
1SFD
GR
BST
MTL
WOODS
WOODS
WOODS
WOODS
WOODS
SIGN
SIGN SIGN
SIGN
SIGN
SIGN
SIGN
T
Frontier Communications of America Inc.S 72°02'38" E
11.43'S 72°02'38" E158.73'S 72°02'38" E75.26'N
15°16
'24" E
150
.03
'N 78°43'36" W189.26'N 83°02'34" W145.69'S 13°36
'25" W
299
.49
'N 24°07'29" E471.93'
EIP
S 65°22'04" E88.21'S 77°41'00" E96.72' R/W TO COR13.52' EIP TO R/WN 87°32'00" E417.12'R/W MON
R/W MON
R/W MON N 73°07'17" W39.11'N 67°30'17" W57.18'N 72°22'17" W66.84'N 73°29'17" W76.60'100.00'100.00'100.00'
EXISTING R/W
EXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
50.00'EXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
EXISTING R/W
S 07°06'57" W
156.70'TEIPTANK
SEPTIC
LINE
DRAIN
TANK
SEPTIC
LINES
DRAIN
-EY1--EY1--EY1-20.00'
20.00'-EY2-1.27'72" W
D
A
SPH S 81°40'06" E105.44'TANK
SEPTIC
LINES
DRAIN
LINES
DRAIN
TANK
SEPTIC
27' PAVED ROADWAYUS19/129 BLAIRSVILLE HWY
SOIL & GRAVELDRILLED
WELL
BORED
WELL
CONC
MTL
EXISTING R/W
15" CMP
18" CMP18" CMP
15"
C
M
P18" CMP36" CMPCONC HW
CONC HW
CONC HWCONC HW
8" HD
PET36" CMP18" CMPCONC HW36" CMP173217341734
17361736
17381738173817421742
1742174417441744
1744174617461746 174817481748174817521752175217521752
175417541754175417541754
1756175617561756 175
6
175617
56 175617581758
1758 1758175
8
17581762176217621762
1762
1762
17621762
1
764
17641764176417641764176417641766176617661766176617
6
61766
1766176
6 17661768176817681768
1768
1768
1768176
817
6
8 17681772177217721772
17721772
177217721772 1774177417741774177417741774
177417741774 177617761776177617761776
1776
17761776
17
7
6
1776
17781778177817781778177817781778 1778177817781778
178217821782178217821782178217821782
17821782
1782 17841784178417841784178417
8
4
1784
17841784 1784178417
84
178
4 1786178617861786178617
8
6
1786
1786
17861786
17 86
178617861788178817881788178817
8
81788 1788
17
8
8
17
8
8
1788
1788
1788
17921792179217921792179217
9
21792 1792
179217
9
2 17921792
17941794179417941794179
4 17941794 1794179
41794
179617961796179617961
7
9
6
1796
1796179617961796
1798179817981798179817981798
1798
1798
1798
1798
18021802180218021802180218
0
2
1802
180218021802
1802
180418041804180418041
8
0
4
18
0
4 18041804
1804
18041804
180418061806180618061806180618
0
6
1806
180618061806
1806
180818081808180818081808180
8
1808
1808
180818081812181218121
8
1
2
18 12
181218121812
1812 18141814181418141
8
1
4
1814
18141814181418
1
4 18141816181618161816
181
6
1816181618161
8
1
6 1818181818181818
1818 1818182218221822182
2
182218221822182218241824182418241824
182418241
8
2
4 182618261826
18261826182
6 18281
8
28
1828182818
2
8 183218321832183218341834183418341836183618361838183818381842184218481852185617381742
1744174617441746
17481752
1754
1756
1758
1738174217441730
174017401740
1740175017501750 175017501750
1
7
50
17601760176017601760 17601760
1760
17601760176
0 177017701770177017701770 17701770
1770
17701770177017
70 1770177017801780178017801780178017801780178017801780 17801780
1780178017801780
179017901790179017901790179017901
7
9
0
179
0
17
9
0
1790 1790179017
9
0
1790 17901790
1800180018001800180018001800180018
00
1800
1800
18001800180018001800
18
0
0
1800
18101810181018101810181018101810181018
1
0
1810
181018101810
18
1
0
18101810181018201820182018201820182018201820
18201820182018201
8
2
0
1830
1830183018301830
183 018301830 1840184018401840185018501860174017501750 1740Responsive People | Creative Solutions
SB
WA
SB
WA
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.5/25/2023R:\Hydraulics\PERMITS_Environmental\Drawings\R5861_Hyd_prm_wet_psh05_con.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861 5
MATCHLINE -L- STA. 23+00 SEE SHEET 4MATCHLINE -L- STA. 36+00 SEE SHEET 610+0015+0015+0025+00 30+00
35+0010+00C
C
C
C
C
FC
C
F
C C
C
C
F
C
C
F
F
F
F
C
C C
C
C
C
C
CC
F
F
F
F
C
F
SITE 3
SITE 2A
SITE 2B
SITE 4
F
F
MATCHLINE -L- STA. 36+00 SEE SHEET 6-L_DET1-
SEE INSET A
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
SEE INSET B
INSET B
INSET C
SEE INSET C
NAD 83/ 2011
INSET A
SHOWN IN INSET
TEMPORARY DETOURS
IMPACTS DUE TO
*NOTE: ADDITIONAL
18" RCP-IV W/10 SY GEOTEXTILE
3 TONS CL B RIPRAP
REMOVE
P
P
W/7 SY GEOTEXTILE
2 TONS CL B RIPRAP
FS
HW
FS
W/10 SY GEOTEXTILE
3 TONS CL B RIPRAP
GRADE TO DRAIN
FS
15" RCP-III
18" RCP-III
2 ELBOWS18" CSP2 ELBOWS15" CSP
RETAIN
15" W/5 SY GEOTEXTILE
1 TONS CL B RIPRAP
LINE CUT/FILL TRANSITION
15"
P
P
FILL
W/ FLOWABLE
PLUG & FILL
P
P
2GIB-NSS
2GIB-NSS
2GIB-NSS
2GIB-NSS
PPES
SEE DETAIL B
LATERAL V DITCH
REM
OVESY GEOTEXTILE
RIPRAP W/14
W/ 5 TONS CL B
CUT DITCH
LINE ROADWAY
TO DRAIN
GRADE
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL B
LATERAL V DITCH
SEE DETAIL O
W/ CL B RIPRAP
SPECIAL CUT DITCH
SEE DETAIL O
W/ CL B RIPRAP
SPECIAL CUT DITCH
FILL
FLOWABLE
FILL W/
PLUG &
SEE DETAIL O
W/ CL B RIPRAP
SPECIAL CUT DITCH
SEE DETAIL O
W/ CL B RIPRAP
SPECIAL CUT DITCH
DETAIL X
RIPRAP SEE
W/ CL B
BASE DITCH
SP. CUT 4'
SEE DETAIL P
LATERAL 4' BASE DITCH
SEE DETAIL P
LATERAL 4' BASE DITCH
Q10=11.0 cfs
48" RCP-III (BURIED 0.8')R
ETA
IN
2GIB-NSS
15" RCP-III
FS
SEE DETAIL I
W/ CL B RIPRAP
BERM V DITCH
SEE DETAIL D
W/ CL I RIPRAP
CHANNEL CHANGE
15" FILL
FLOWABLE
FILL W/
PLUG &
SEE DETAIL U
W/ CL B RIPRAP
CHANNEL CHANGE
15" W/5 SY GEOTEXTILE
CUT DITCH, 1 TON CL B RIPRAP
EX. DITCH & ROADWAY
LINE TRANSITION BETWEEN
HW
P
FILL
W/ FLOWABLE
PLUG & FILL
HW
P
FILL
W/ FLOWABLE
PLUG & FILL
PP
D1-19JB w/Slab Lid
JB w/MH
SP. DET.
(BURIED 1.0')
48" RCP-III
TEMP
36"
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 9 OF 50
PERMIT DRAWING
Submitted 5/26/2023
Responsive People | Creative Solutions
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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.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861
8/17/995/25/2023R:\Hydraulics\PERMITS_Environmental\Drawings\R5861_Hyd_prm_wet_05_PIPEPFL.dgnaburke5/14/99ENGLISH
050100 50150200 100 150 200250300 250
1715
1735
1755
1720
1725
1730
1740
1745
1750
1760
1765
1770
(length=119')
PROPOSED 48" RCP-III (BURIED 0.8')
-L- 33+00
SITE 2
1715
1720
1725
1730
1735
1740
1745
1750
1755
1760
1770
1765CL
SKEW=106
-L- STA. 33+00
(NORMAL)
2:
1 (NORMAL)2:1 =1742.20'
NWS
ELEVATION=1741.2'
PROPOSED INLET
ELEVATION=1737.6'
PROPOSED OUTLET
S=3
.0%
PROPOSED CHANNEL CHANGEBASE DITCH
PROPOSED LATERAL
(BURIED
0
.8
')
48
" RCP-III
SHEET 10 OF 50
PERMIT DRAWING
GROUND
EXISTING
Submitted 5/26/2023
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
5/25/2023R:\Hydraulics\PERMITS_Environmental\Drawings\R5861_Hyd_prm_wet_XPL_L.dgnaburkePROJ. REFERENCE NO.SHEET NO.0
6/23/161740 1740
1750 1750
1760 1760
1770 1770
1780 1780
1790 1790
1730 1730
34+00.0000
1740 1740
1750 1750
1760 1760
1770 1770
1780 1780
1790 1790
1730 173034+50.0000
X-23R-5861
-L-
5 10
WETLAND
WETLAND
ENGLISH
1751.99
0.060 0.060
2:1 2:11745.722:12:1
1749.20
0.060 0.060
2:1 2:12:11746.37
2:1
SITE 3
SHEET 11 OF 50
PERMIT DRAWING
Submitted 5/26/2023
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
5/25/2023R:\Hydraulics\PERMITS_Environmental\Drawings\R5861_Hyd_prm_wet_XPL_L.dgnaburkePROJ. REFERENCE NO.SHEET NO.0
6/23/161740 1740
1750 1750
1760 1760
1770 1770
1780 1780
1790 1790
1800 1800
1730 173035+00.0000
1730 1730
1740 1740
1750 1750
1760 1760
1770 1770
1780 1780
1790 1790
1800 1800
1810 1810
1820 1820
1720 1720
35+50.0000
R-5861
-L-
5 10
WETLAND
ENGLISH
1746.58
0.060 0.060
2:1 2:12:11743.43
2:1
1744.11
0.060 0.060
2:1
2:11740.50
2:12.4:1SITE 4
SHEET 12 OF 50
PERMIT DRAWING
Submitted 5/26/2023
(NOT BURIED)18" RCP-III PP 15" RCP-III
FILL
W/ FLOWABLE
PLUG & FILL
MATCHLINE -L- STA. 36+00 SEE SHEET 5-EL-
26' PAVED ROADWAY
US19/129 BLAIRSVILLE HWY
GR
GR
GR
BARN
1SFD
LT
MTL
WD POST
MTL POST(4)
WOODS
WOODS
WOODS
WOODS
WOODS
S
S
S
S
S
SIGN
T
T
T
Frontier Communications of America Inc.
EIP
R/W MON
S 82°41'44" E547.61' R/W TO COR1.00' EIP TO R/WEIP
S
5
1
°
3
3'
2
7
" W7
1
0.
7
5' COR
T
O R/W1.
0
6' R/W
T
O
EI
P S 59°38'27" W656.24'S 59°25'29" W633.11' COR TO R/W0.14' R/W TO R/W MONR/W MON
EIPS 82°28'00" WN 10°36'00" W
217.06'N 60°21'00" E229.27'267.57' TOTAL3.39' R/W TO EIP100.00'
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
TANK
SEPTIC
LINE
DRAIN
C
ANOP
Y36" CMP
18" CMP30" CMP18" CMP18" CMP36" CMP
CONC HW
CONC HW
CONC HW
CONC 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]
WA
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.5/25/2023R:\Hydraulics\PERMITS_Environmental\Drawings\R5861_Hyd_prm_wet_psh06.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861 6
NAD
83
/ 201
1
MATCHLINE -L- STA. 36+00 SEE SHEET 5www.rkk.com
Engineers | Construction Managers | Planners | Scientists MATCHLINE -L- STA. 49+00 SEE SHEET 740+00 45+00
10+00
EX.R/W
+15.00
65.00'
+35.00
EX.R/W
+85.00
F
F
C
C C
F
C
F F
C
F
C
C
C
C
C C
C
C
C
C
C
CC
C
F
SITE 5
F
35+00
IA
TL
-3
TEMP
F-L_DET1-
SEE INSET A
INSET A
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
SHOWN IN INSET
TEMPORARY DETOURS
IMPACTS DUE TO
*NOTE: ADDITIONAL (NOT BURIED)18" RCP-III 2 ELBOWS
18" CSP
2 ELBOWS
36" CSP
FSREMOVEGRADE TO DRAIN
GRADE TO DRAIN
REMOVEREMOVEBDO
RETAIN
SEE DETAIL I
W/ CL B RIPRAP
BERM DITCH
15"
P
RETAIN
W/5 SY GEOTEXTILE
1 TONS CL B RIPRAP
LINE CUT/FILL TRANSITION
36" RCP-
I
I
I
W/28 SY GEOTEXTILE
11 TONS CL B RIPRAP
P
P
2GIB-NSF
2GIB-NSS
2GIB-NSS
FS
2GIB-NSF
SEE DETAIL B
LATERAL V DITCH
15" RCP-IV PPES
PPES
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
TO DRAIN
GRADE
SEE DETAIL Q
W/ CL B RIPRAP
BERM 4' BASE DITCH
SEE DETAIL M
W/ CL B RIPRAP
BERM 4' BASE DITCH
Q10=11.0 cfs
V10=1.80 ft/s
REMOVE
HW (BDO)
15" RCP-III
W/10 SY GEOTEXTILE
3 TONS CL B RIPRAP
18" RCP-III
SEE DETAIL I
W/ CL B RIPRAP
BERM DITCH 2 ELBOWS15" CSPFILL
W/ FLOWABLE
PLUG & FILLJB w/Sl
ab Li
dCHANNEL REESTABLI
SHEDDETOUR ALI
GNM
ENT
I
S REM
OVED & BOX D1-22 TO
M
AI
NTAI
L FLOW UNTI
L PROPOSED PI
PE 0601/0602 TO JUNCTI
ON DURING CONSTRUCTI
ON CONNECT FI
NAL
TEMP18" 18" TEMP18" TEMPWETLAND
DENOTES FILL INFF
SHEET 13 OF 50
PERMIT DRAWING
Submitted 5/26/2023
(NOT BURIED)18" RCP-III PP 15" RCP-III
FILL
W/ FLOWABLE
PLUG & FILL
MATCHLINE -L- STA. 36+00 SEE SHEET 5-EL-
US19/129 BLAIRSVILLE HWY
26' PAVED ROADWAY
GR
GR
GR
BARN
1SFD
LT
MTL
WD POST
MTL POST(4)
WOODS
WOODS
WOODS
WOODS
WOODS
S
S
S
S
S
SIGN
T
T
T
Frontier Communications of America Inc.
EIP
R/W MON
S 82°41'44" E547.61' R/W TO COR1.00' EIP TO R/WEIP
S
5
1
°
3
3'
2
7
" W7
1
0.
7
5' COR
T
O R/W1.
0
6' R/W
T
O
EI
P S 59°38'27" W656.24'S 59°25'29" W633.11' COR TO R/W0.14' R/W TO R/W MONR/W MON
EIPS 82°28'00" WN 10°36'00" W
217.06'N 60°21'00" E229.27'267.57' TOTAL3.39' R/W TO EIP100.00'
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
TANK
SEPTIC
LINE
DRAIN
C
ANOP
Y36" CMP
18" CMP30" CMP18" CMP18" CMP36" CMP
CONC HW
CONC HW
CONC HW
CONC HW
CONC HW 1674167616761678 1682
1682168416841684
1686
168616861688
168816881692
1692
169216921694
1694169416941696
1696
1696169616961698
1698169816981702
1702
1702170217021704
1704
1704
1704170417041706
1706
1706
1706170617061708
1708
1708
17081708170817081712
1712
1712
1712
1712171217121712171417141714171417141714 1714
1714
1714171617161716171617161716
1716 171617161716
17
1
6
171817181718171817181718
1718
17
18
1718
17181718
1722172217221722172217221722
1722
1722
1722
1722
1724172417241724172417241724
1724
1724 17241726172617261726172617261726
1726
1726
1726
172617281728172817281728172817281728 17281728
1728
1728
1728173217321732173217321732
1732 1732173
2
1732
1732
1734173417341734173417341734 173417
3
4 17341734
1736173617361736173617361736 17361
7
3
6
1736
1736
1738173817381738173817381738 17381738
1738
1742174217421742174217421742 17421742 174
21742
17441744174417441744174417441744 174
41746174617461746174617461746 174617
4
6
1746
1746
1748174817481748174817481
7
4
8
1748
1748
17521752175217521752175217521752
1752
1754175417541754175417541754
1754
1756175617561756175617561756
1756
175817581758175817
5
8175817581758
1 758
1758
1758
176217621762176217621762176217
6
2
1762
1764
1764
1764176417641764176417641764176617661766176617661766 17661766
176817681768176817681768176
8 1768
17721772177217721772177217721772
177417741774177417741774177417761776177617761776177617761778177817781778177817781778177817821782178217821782178217821784178417841784178417841784178617861786178617861786178817881788178817881788178
8
1792179217921792179217921794179417941794179417941796179617961
7
9
6
179617961798179817981798179817981802180218021802180218021804180418041804180418041806180618061806180618081808180818081808180818121812181218121812181418141814181418161816181618161816181818181818181818181822182218221822182418241824182618261826182818281828183218321832183418341836183618381838183818421842184418461848185218581862186817261732
168016801690
1690
16901690169017001700170017001700
1700
170
0
1700
17101710
1710
17
101710
171017101710171017101720172017201720172017201720172017201720
1720
1720
1720
1720
1720 1730173017301730173017301730173017301730
1730
17
30
1730
1730
1730
1730
1730174017401740174017401740174017401740 17401740
1740 17401740
17501750175017501750175017501750175017501750 17501750
1750
1750
1760176017601760176017601760176017601760176
0
1760
1760
1770177017701770177017701770177017701770 1770
1770
1770178017801780178017801780178017801780178017801790179017901790179017901790179017901790180018001800180018001800180018001810181018101
8
1
0
18101810181018101820182018201820182018201830183018301830184018401840185018601730Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WA
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.5/25/2023R:\Hydraulics\PERMITS_Environmental\Drawings\R5861_Hyd_prm_wet_psh06_con.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861 6
NAD
83
/ 201
1
MATCHLINE -L- STA. 36+00 SEE SHEET 5www.rkk.com
Engineers | Construction Managers | Planners | Scientists MATCHLINE -L- STA. 49+00 SEE SHEET 740+00 45+00
10+00
EX.R/W
+15.00
65.00'
+35.00
EX.R/W
+85.00
F
F
C
C C
F
C
F F
C
F
C
C
C
C
C C
C
C
C
C
C
CC
C
F
SITE 5
F
35+00
IA
TL
-3
TEMP
F-L_DET1-
SEE INSET A
INSET A
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
SHOWN IN INSET
TEMPORARY DETOURS
IMPACTS DUE TO
*NOTE: ADDITIONAL (NOT BURIED)18" RCP-III 2 ELBOWS
18" CSP
2 ELBOWS
36" CSP
FSREMOVEGRADE TO DRAIN
GRADE TO DRAIN
REMOVEREMOVEBDO
RETAIN
SEE DETAIL I
W/ CL B RIPRAP
BERM DITCH
15"
P
RETAIN
W/5 SY GEOTEXTILE
1 TONS CL B RIPRAP
LINE CUT/FILL TRANSITION
36" RCP-
I
I
I
W/28 SY GEOTEXTILE
11 TONS CL B RIPRAP
P
P
2GIB-NSF
2GIB-NSS
2GIB-NSS
FS
2GIB-NSF
SEE DETAIL B
LATERAL V DITCH
15" RCP-IV PPES
PPES
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
TO DRAIN
GRADE
SEE DETAIL Q
W/ CL B RIPRAP
BERM 4' BASE DITCH
SEE DETAIL M
W/ CL B RIPRAP
BERM 4' BASE DITCH
Q10=11.0 cfs
V10=1.80 ft/s
REMOVE
HW (BDO)
15" RCP-III
W/10 SY GEOTEXTILE
3 TONS CL B RIPRAP
18" RCP-III
SEE DETAIL I
W/ CL B RIPRAP
BERM DITCH 2 ELBOWS15" CSPFILL
W/ FLOWABLE
PLUG & FILLJB w/Sl
ab Li
dCHANNEL REESTABLI
SHEDDETOUR ALI
GNM
ENT
I
S REM
OVED & BOX D1-22 TO
M
AI
NTAI
L FLOW UNTI
L PROPOSED PI
PE 0601/0602 TO JUNCTI
ON DURING CONSTRUCTI
ON CONNECT FI
NAL
TEMP18" 18" TEMP18" TEMPWETLAND
DENOTES FILL INFF
SHEET 14 OF 50
PERMIT DRAWING
Submitted 5/26/2023
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
5/25/2023R:\Hydraulics\PERMITS_Environmental\Drawings\R5861_Hyd_prm_wet_XPL_L.dgnaburkePROJ. REFERENCE NO.SHEET NO.0
6/23/161730 1730
1740 1740
1750 1750
1760 1760
1770 1770
1780 1780
1790 1790
1800 1800
1810 1810
1820 1820
1720 1720
36+50.0000
X-26R-5861
-L-
5 10
WETLAND
ENGLISH
1739.96
0.038 0.038
2:1 2:1SHEET 15 OF 50
PERMIT DRAWING
SITE 5
Submitted 5/26/2023
-EY3--EL--EY
4
--EY4-17 .5 ' P AVE D RP ADWAYS R 1556 MART IN S CREE K RDGR
SOIL
GR
ASPHALT
CONC GRGR
GRGRASPHALT
US
19
/129
BLA
IRSV
ILLE
HWY
41
.5' PAV
ED
ROAD
WAY
POSTMTL G
ATE
TI
MB
E
R
L
ANDS
C
AP
E
GUYBSTPO
LE
(2)FL
A
G
3SBW
(48")TMTLMTL
BUS
1SMTL
FDC
PUMP
(3
)LT1S
F HTRPOLE
FLAG
SP
IGO
T
MOBILE HOME
DILAPIDATED
WALL
STONE
CANOPY
HOUSE
WELL
POST
WOOD
W
OODSWOOD
S
WOODS
WOODS
WOODS
S
SIGN
SI
GNSI
GNSI
GNSI
GNSI
GNT
T
T T
TTTT
T
T
Frontier Communications of America Inc.SN 20°11'00" W39.33'
N 20°11'00" W49.41'
N 18°3
1'0
0" W4
2.3
1'
N 18°3
1'0
0" WEI
PN 73°14'21" W N 68°33'32" W S 08°46'23" W212.50'
S 89°40'37" E
203.40'S 08°46'23" W250.00'
N 83°43'37" W
177.96' TOTAL
10.25' R/W TO EIP
N 60°21'00" E
229.27'
S 26°29'23" W
14.44'S 41°15'23" W54.34'S 48°01'23" W74.28'S 23°47'23" W49.91'N 83°37'37" W
134.29'S 09°44'23" W88.42'
N 89°11'37" W
128.57'N 14°21'23" E97.85'N 14°21'23" E97.85'N 16°09'23" E129.31'N 16°09'23" E79.97'100.00'100.00'EXISTIN
G R/
W
E
XISTI
NG
R/WEXISTING R/WEXISTING R/W22.00'EXISTING R/WEXISTING R/W22.00'EXI
STI
NG R/WEXI
STI
NG R/W45.00'EXI
STI
NG R/WEXI
STI
NG R/WEXISTING R/W
EXISTING R/W EXISTING R/W
EXISTING R/W
MON
R
/W
TANK
SEPTIC
LINES
DRAIN
TANK
SEPT
IC19.5' PAV
E
D
R
OAD
W
AY
S
R 1583
L
AN
C
E
R
D
E
XISTI
NG
R/WT T
GR
FDC
PUM
P
(3
)SIGNTANK
SEPT
IC
15" CMP15" CMP15" CMP15" CMP15" CMP
12" RCP
INV=1643.28'
I
NV=1643.58'INV=1643.15'
TOP=1648.73'DI
18" C
MP
18
" CMP66" C
MP
95"x67" CMAP95"x67" CMAP24" CMP1
8
" CMP
3
6
" CMPCONC HWCONC HWCON
C
HWCONC HW INV=1643.28'95"x67" CMAP95"x67" CMAPCONC HWResponsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
COBB CREEK
WB
SC
SB
WB
SC
SD
COBB CREEK
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\R5861_Hyd_prm_wet_psh07.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861 7
NAD 83/
2
0
11MATCHLINE -L- STA. 49+00 SEE SHEET 6MATCHLINE -L- STA. 62+00 SEE SHEET 8www.rkk.com
Engineers | Construction Managers | Planners | Scientists
15 +00
10 +00
10+00
5
0
+0
0
55+00 60+00
10+00
10+00C
C
C
F
FCC
C
C
F
F
CC
F
C
C
F
F
C
C
C
C
F
F
F
F
F
F
F C
C
C
C
F
F
F
C
F
C
F
SITE 6
SITE 8
SITE 7
SITE 9
SITE 10
10 +00
10+00
F
F
C
10+00
F
INSET A
SEE INSET A
SEE INSET C
INSET B
INSET C
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
SEE INSET D
INSET D
INSET B
SEE
P
P
HW
SEE DETAIL S
TOP ELEV. 1667.5'
10' WIDE BERM
REMOVE
SEE DETAIL B
LATERAL V DITCH RETAI
N2 ELBOWS
18" CSP
18" RCP-III REMOVERETAIN
FS
FS
RCP-III 15" W/10 SY GEOTEXTILE
3 TONS CL B RIPRAP
P
P
FS
FS
RETAIN
REMOVE
-NSS
2GIB
-NSS
2GIA
2GIB-NSS
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
2GIB-NSF
W/5 SY GEOTEXTILE
1 TONS CL B RIPRAP
P
P
FILL
W/ FLOWABLE
PLUG & FILLRCP-III42"
SEE DETAIL O
W/ CL B RIPRAP
SPECIAL CUT DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
NSS
2GIA-
NSS
2GIB-
SEE DETAIL H
W/ CL I RIPRAP
TOE PROTECTION
T
O
D
R
AI
N
G
R
A
D
E
TO DRAIN
GRADE FI
LLW/ FLOWABLEPLUG & FI
LLREMOVERET
AI
N
FS
18" RCP-III FILLFLOWABLEPLUG & FILL W/ SEE DETAIL A
CUT DITCH
SPECIAL
15"RCP-III
2GIB-NSS
TO DRAIN
GRADE
W/7 SY GEOTEXTILE
2 TONS CL B RIPRAP
2GIB-NSF2GIB-NSF
15" RCP-III 0.625" THICKNESS42" WELDED STEEL,INSTALLATION TRENCHLESS 15"
SEE DETAIL A
SPECIAL CUT DITCH2GIA-NSS
REMOVE DI
JB w/MH
FS15" RCP-III W/ FLO
WABLE FILL
PLU
G & FILL24" RCP-III
SEE DETAIL E
W/ CL B RIPRAP
LATERAL V DITCH
15"
JB w/MH
SP. DET.66" RCP-II
I
(BU
RI
ED 1.0'
)
(BURI
E
D 1.0')
66" RCP-III(BURIED 1.0')0.9" THICKNESST.I. 66" WELDED STEEL,SEE DETAIL R
W/ CL I RIPRAP
DITCH
STD. 5' BASE
18"
R
C
P-III
2 ELBOWS
15" CSP
PPES
EXIST CMP
REMOVE 20'
DETAIL A
DITCH SEE
SP. CUT
SEE DETAIL R
W/ CL I RIPRAP
BASE DITCH
STANDARD 5'
SEE DETAIL AH
ON BANKS ONLY
CL I RIPRAP
BANK STABILIZATION
HW
(BURIED 1.0')0.9" THICKNESST.I. 66" WELDED STEEL,P0.625" THICKNESS42" WELDED STEEL,INSTALLATION TRENCHLESS P
RETAIN
P
RETAIN
18" R
CP-III
W/10 SY GEOTEXTILE
3 TONS CL B RIPRAP
18" R
CP-III
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
CLEARING
DENOTES MECHANIZED*
*
*
*
***
**
*
*
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 16 OF 50
PERMIT DRAWING
Submitted 7/10/2023
-EY3--EL--EY
4
--EY4-S R 1556 MART IN S CREE K RD17 .5 ' P AVE D RP ADWAYGR
SOIL
GR
ASPHALT
CONC GRGR
GRGRASPHALT
US
19
/129
BLA
IRSV
ILLE
HWY
41
.5' PAV
ED
ROAD
WAY
POSTMTL G
ATE
TI
MB
E
R
L
ANDS
C
AP
E
GUYBSTPO
LE
(2)FL
A
G
3SBW
(48")TMTLMTL
BUS
1SMTL
FDC
PUMP
(3
)LT1S
F HTRPOLE
FLAG
SP
IGO
T
MOBILE HOME
DILAPIDATED
WALL
STONE
CANOPY
HOUSE
WELL
POST
WOOD
W
OODSWOOD
S
WOODS
WOODS
WOODS
S
SIGN
SI
GNSI
GNSI
GNSI
GNSI
GNT
T
T T
TTTT
T
T
Frontier Communications of America Inc.SN 20°11'00" W39.33'
N 20°11'00" W49.41'
N 18°3
1'0
0" W4
2.3
1'
N 18°3
1'0
0" WEI
PN 73°14'21" W N 68°33'32" W S 08°46'23" W212.50'
S 89°40'37" E
203.40'S 08°46'23" W250.00'
N 83°43'37" W
177.96' TOTAL
10.25' R/W TO EIP
N 60°21'00" E
229.27'
S 26°29'23" W
14.44'S 41°15'23" W54.34'S 48°01'23" W74.28'S 23°47'23" W49.91'N 83°37'37" W
134.29'S 09°44'23" W88.42'
N 89°11'37" W
128.57'N 14°21'23" E97.85'N 14°21'23" E97.85'N 16°09'23" E129.31'N 16°09'23" E79.97'100.00'100.00'EXISTIN
G R/
W
E
XISTI
NG
R/WEXISTING R/WEXISTING R/W22.00'EXISTING R/WEXISTING R/W22.00'EXI
STI
NG R/WEXI
STI
NG R/W45.00'EXI
STI
NG R/WEXI
STI
NG R/WEXISTING R/W
EXISTING R/W EXISTING R/W
EXISTING R/W
MON
R
/W
TANK
SEPTIC
LINES
DRAIN
TANK
SEPT
IC19.5' PAV
E
D
R
OAD
W
AY
S
R 1583
L
AN
C
E
R
D
E
XISTI
NG
R/WT T
GR
FDC
PUM
P
(3
)SIGNTANK
SEPT
IC
15" CMP15" CMP15" CMP15" CMP15" CMP
12" RCP
INV=1643.28'
I
NV=1643.58'INV=1643.15'
TOP=1648.73'DI
18" C
MP
18
" CMP66" C
MP
95"x67" CMAP95"x67" CMAP24" CMP1
8
" CMP
3
6
" CMPCONC HWCONC HWCON
C
HWCONC HW INV=1643.28'95"x67" CMAP95"x67" CMAPCONC HW1632163416341634 16341636
163616361
6
3
6
16361636
1638
1638
1638
163816381642
1642
16421642
16421642164216421642
1644
1644
1644
1644
16441644164416441646
1646
1646
1646
164616461646 1646
1648
1648
1648
1648
1648164816481648164816481652
1652
16521652
16521652165216521652165216521652
16521654
1654
16541
6
5
4
1654
16541654165416541654165416541654 1656
1656
1656
16
5
6
1656
1656
165616561656165616561656165
8
16581658
16581658
1658
1658165816621662
16621662
1662
1662
1662
1662166216
62
1664
16641 66 416641664
16641664
1664
1664166416641666
16
6
6
16661666
1666
166616661666
166616661666166616
6
81668
166816681668
16681668
1668166816
6
816681672
16
72
1672167216721672
16721672
1672167216
7
2
16
721674
16741674
16741674
1674
167416741674 16741676
1676
1676
16761676
167
6
167616761676167616781678
1678167816
7
8
167816781678 16781682
1682
1
6
8
2
16821682
1682
1682
16821682
168216821682168416841684
16841684
16
8
41684
16841684
1684168
6
16861686
168
6
1686168616861686168816881688
1688
1
6
8
8
16881688
168816921692169
2
1692
16921692169216941694
1694169416
9
4
16941 6 94
169416
96
16961696
1696
16961 696
16961698
1698
1698
169816
9
8
16981698 17
02
17021702
1702
17021702
170217021
7
0
4
1704
1704
170
4
17041704 17061706
1706
1706170617061706170617081708
170
8
170817 08
1708170817121712
17
1
2
1712
17121714171417141714 171417
1
4
17
1
4
17141
7
1
4
1714171617161716
1716
1716
1716171817181 718
1718
1718
172217221722
17
2
2
172217241724172417
2
4
1724
1724
1726172617261726
17
2
6 172617281728172
8
17
2
8 172817321732173217
32
1732
1734173
4 1734173617
3
6
1736173617381
7
3
8
1738
1742174
2
174
2
174417
4
4
17
4
4
17461746
174617
4
8
1748175
2
1754 1756 175617
5
8 17581
7
6
2
17621764
176
6 176617681662166416
6
6
166616681676
16
8
4
1642
1644
1646
1648
1644
1646
1648
1652165 8
1640
1640
1640
164016401640
1640
1640164016401640
1650
1650
16501650
1650
1650165016501650165016501650165016501650 16501660
1660166
01660166016601660
1660
1660
1660
1660 1660166016601660166016601670
16701670
1670167016701
6
70
16701670
167016701670
1670167016701680
1680
1680
168016801680
1680
1
6
8
0
1680168016801680168016801690
1690
169016901690
16
9
0
16
9
0
169016901690
1690169016901700170017001700 170017
0
0
170
0
1700 1700170017
001710
17101710
17
1
0
17
1
0
17101710
1710
1710172017201720172017 20
17
2
0
17
2
0
1720 172017
20
173017
3
0
17
30 173017301730173017401740174017
4
0
1740 17401
7
5
0
17
5
0 175017501
7
6
0
17
6
0 17601770
16601
6
7
0
16701650 16501650
1660
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
COBB CREEK
WB
SC
SB
WB
SC
SD
COBB CREEK
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\R5861_Hyd_prm_wet_psh07_con.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861 7
NAD 83/
2
0
11MATCHLINE -L- STA. 49+00 SEE SHEET 6MATCHLINE -L- STA. 62+00 SEE SHEET 8www.rkk.com
Engineers | Construction Managers | Planners | Scientists
15 +00
10 +00
10+00
5
0
+0
0
55+00 60+00
10+00
10+00C
C
C
F
FCC
C
C
F
F
CC
F
C
C
F
F
C
C
C
C
F
F
F
F
F
F
F C
C
C
C
F
F
F
C
F
C
F
SITE 6
SITE 8
SITE 7
SITE 9
SITE 10
10 +00
10+00
F
F
C
10+00
F
INSET A
SEE INSET A
SEE INSET C
INSET B
INSET C
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
SEE INSET D
INSET D
INSET B
SEE
P
P
HW
SEE DETAIL S
TOP ELEV. 1667.5'
10' WIDE BERM
REMOVE
SEE DETAIL B
LATERAL V DITCH RETAI
N2 ELBOWS
18" CSP
18" RCP-III REMOVERETAIN
FS
FS
RCP-III 15" W/10 SY GEOTEXTILE
3 TONS CL B RIPRAP
P
P
FS
FS
RETAIN
REMOVE
-NSS
2GIB
-NSS
2GIA
2GIB-NSS
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
2GIB-NSF
W/5 SY GEOTEXTILE
1 TONS CL B RIPRAP
P
P
FILL
W/ FLOWABLE
PLUG & FILLRCP-III42"
SEE DETAIL O
W/ CL B RIPRAP
SPECIAL CUT DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
NSS
2GIA-
NSS
2GIB-
SEE DETAIL H
W/ CL I RIPRAP
TOE PROTECTION
T
O
D
R
AI
N
G
R
A
D
E
TO DRAIN
GRADE FI
LLW/ FLOWABLEPLUG & FI
LLREMOVERET
AI
N
FS
18" RCP-III FILLFLOWABLEPLUG & FILL W/ SEE DETAIL A
CUT DITCH
SPECIAL
15"RCP-III
2GIB-NSS
TO DRAIN
GRADE
W/7 SY GEOTEXTILE
2 TONS CL B RIPRAP
2GIB-NSF2GIB-NSF
15" RCP-III 0.625" THICKNESS42" WELDED STEEL,INSTALLATION TRENCHLESS 15"
SEE DETAIL A
SPECIAL CUT DITCH2GIA-NSS
REMOVE DI
JB w/MH
FS15" RCP-III W/ FLO
WABLE FILL
PLU
G & FILL24" RCP-III
SEE DETAIL E
W/ CL B RIPRAP
LATERAL V DITCH
15"
JB w/MH
SP. DET.66" RCP-II
I
(BU
RI
ED 1.0'
)
(BURI
E
D 1.0')
66" RCP-III(BURIED 1.0')0.9" THICKNESST.I. 66" WELDED STEEL,SEE DETAIL R
W/ CL I RIPRAP
DITCH
STD. 5' BASE
18"
R
C
P-III
2 ELBOWS
15" CSP
PPES
EXIST CMP
REMOVE 20'
DETAIL A
DITCH SEE
SP. CUT
SEE DETAIL R
W/ CL I RIPRAP
BASE DITCH
STANDARD 5'
SEE DETAIL AH
ON BANKS ONLY
CL I RIPRAP
BANK STABILIZATION
HW
(BURIED 1.0')0.9" THICKNESST.I. 66" WELDED STEEL,P0.625" THICKNESS42" WELDED STEEL,INSTALLATION TRENCHLESS P
RETAIN
P
RETAIN
18" R
CP-III
W/10 SY GEOTEXTILE
3 TONS CL B RIPRAP
18" R
CP-III
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
CLEARING
DENOTES MECHANIZED*
*
*
*
***
**
*
*
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 17 OF 50
PERMIT DRAWING
Submitted 7/10/2023
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.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861
8/17/995/25/2023R:\Hydraulics\PERMITS_Environmental\Drawings\R5861_Hyd_prm_wet_07_PIPEPFL.dgnaburke5/14/99ENGLISH
050100 50150200 100 150 200250300 250
1620
1640
1660
1625
1630
1635
1645
1650
1655
1665
1670
1675
-L- STA. 50+83
SITE 7 & 8
1620
1625
1630
1635
1640
1645
1650
1655
1660
1665
1670
1675
(length=345')
66" WELDED STEEL PIPE (BURIED 1.0')/66" RCP-III (BURIED 1.0')
CL
=1660.96'
NWS
SKEW=96
-L- STA. 50+83
DRIVEWAY(NORMAL)2:1S=
5
.2%
S=8
.3%ELEVATION=1660.8'
PROPOSED INLET
JUNCTION BOX
CHANGE
PROPOSED CHANNEL
2GIA
S=0.3%
CHANGE
CHANNEL
PROPOSED (BUR
IED
1
.0')66
" RC
P
-III(BUR
IED
1
.0
')
66
" RCP
-III
ELEVATION=1644.0'
PROPOSED OUTLET
(BURIED 1.0
')
STEEL PIPE
66" WELDED
SHEET 18 OF 50
PERMIT DRAWING
GROUND
EXISTING
Submitted 5/26/2023
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
70
70
75
75
80
80
85
85
5/25/2023R:\Hydraulics\PERMITS_Environmental\Drawings\R5861_Hyd_prm_wet_XPL_Y3.dgnaburkePROJ. REFERENCE NO.SHEET NO.0
6/23/161650 1650
1655 1655
1660 1660
1665 1665
1670 1670
1675 1675
1680 1680
1685 1685
1690 1690
1695 1695
1645 1645
12+50.0000
X-216R-5861
-Y3-
WETLAND
ENGLISH
1666.71
0.011 0.031
4:1
4
:1
1664.43
2:1
SHEET 19 OF 50
PERMIT DRAWING
SITE 6
Submitted 5/26/2023
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
5/25/2023R:\Hydraulics\PERMITS_Environmental\Drawings\R5861_Hyd_prm_wet_XPL_L.dgnaburkePROJ. REFERENCE NO.SHEET NO.0
6/23/161640 1640
1650 1650
1660 1660
1670 1670
1680 1680
1690 1690
1630 1630
56+50.0000
1640 1640
1650 1650
1660 1660
1670 1670
1680 1680
1630 1630
57+00.0000
1640 1640
1650 1650
1660 1660
1670 1670
1680 1680
1630 1630
57+50.0000
X-55R-5861
-L-
5 10
WETLAND
WETLAND
WETLAND
ENGLISH
0.020 0.012
1653.911651.90
4:12:163.00'
PROP. ROW
-L- STA. 56+60.00
DRIVEWAY
5.44%2:10.020 0.004
1653.04
3:1
2:12:11648.22 2:10.020 0.019
1652.13
3:1
2:12:11647.65 2:1SHEET 20 OF 50
PERMIT DRAWING
SITE 9
Submitted 5/26/2023
SEPTIC GRINDERU/G TANK
GR
GR
GR
GR GRCOBB CIR (PVT)26' PAVED ROADWAY
US19/129 BLAIRSVILLE HWY
G
R
1SWFD
2S
ELEC
1SWFD S2SWFD
2.
5' WD
G
3.5
' WD HOUSEWELLW
OOD
SBARN
SPLIT RAIL48" WD
POSTGATEMTL
BUS1SMTL
BUS1SMTL
GATE POST
MTL
BUS1SMTL
36" ELECTRIC
GATE POSTMTL
POSTGATEMTL
48" CHL
BUS1SMTL
MA
ILBOXES
96" WD
MTL
WOODS
WOODS
WOODS
WOODS
S
S
S
SIGN
SIGN
SIGNS
T
T
Frontier Communications of America Inc.
60' ACCESS EASEMENT
N 83°43'37" W
1471.09'S 19°32'56" W58.72'S 70°52'24" W64.01'S 21°52'24" W106.00'S 52°08'24" WEIPN 20°07'23" E69.29'N 40°12'29" E142.57'S 47°29'00" W158.21'S
1
1
°
3
4'
0
0
" W2
1
6
.
2
8' R/W TO COR2
0
.
9
1' EI
P TO R/WS 56°34'00" E
236.55'
S
0
6
°18'0
0
" W13
8.8
0'N
0
6°18'0
0"
E
19
3.9
7'
S 59°44'00" E
227.52'
S
0
7
°3
5'0
0
" W19
7.4
6'
N 86°55'00" W
255.11'N
1
2
°
2
5'
0
0
" E3
5
1.
6
4'N 86°55'00" W135.34'N 15
°
5
8'
0
0
" E140.
6
8'N
10
°
4
5'
0
0
" E1
7
1.
5
8'
N 86°55'00" W
229.52'S 23°47'00" W142.64'S 38°22'00" W213.19'S 71°22'12" W29.89'S 79°05'16" E
83.22'N 80°10'28" E53.01'N 59°31'00" E49.56'N 47°11'03" E29.06'S 00°37'00" W13
1.8
9'
N 03°30'00" W82.12'THE RUN OF THE CREEK
PROPERTY LINE IS
EXISTING R/W
EXISTING R/W
EX
IST
ING
R
/W
EX
IST
ING
R
/W
TANK
SEPTIC
TANK
SEPTIC
LINE
DRAIN
TANK
SEPT
IC
L
INES
DRA
IN
TANKPROPANE
12" STONE
GAZEBO
1SWFD
3.5
' WD HOUSEWELL96" WD
MTL
N 03°3
0'00" W8
2.12'
EX
IST
ING
R
/W
L
INES
DRA
IN
W
OO
D
S24
" CMP
18" CMP
18
" CMP
CUL1
CUL2CUL3CUL4
CE1HW1
CUL5
CUL6CUL7
CUL8
CE2
HW2
24" CMP1
8
" CMP18" CMPCONC
HW
CONC
HW
CONC HW
CONC HW
INV=1637.67'
INV=1639.81'
INV=1627.53'
INV=1628.12'INV
=
1616
.
78'INV
=1619
.92'
CONC
HW
CUL1
CUL2CUL3CUL4
CE1HW1 CONC
HW
INV
=
16
19
.92
'
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
SC
SE
WC
SC
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\R5861_Hyd_prm_wet_psh08.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861 8
N
A
D 83/ 20
1
1
MATCHLINE -L- STA. 75+00 SEE SHEET 9www.rkk.com
Engineers | Construction Managers | Planners | Scientists MATCHLINE -L- STA. 62+00 SEE SHEET 765+00
70+00
75+0010+00
75+00C
F
F C
C
C
F
C F F
F
F
F
F
F
F
C
C
C
C
FFFFF
F
F
F
F
SITE 11
SITE 12
SITE 13
SITE 11
F
F
F
F
F
MATCHLINE -L- STA. 75+00 SEE SHEET 9SEE INSET A
INSET A
SEE INSET B
INSET B
SEE INSET C
INSET C
ENGLISH
0
025 25 50
25 50 100050
SCALE
SCALE FOR INSET A&B
SCALE FOR INSET C
12.5 2512.5
2.0%1.2%
HP
-DR8- STA. 13+46.34
W/11 SY GEOTEXTILE
3 TONS CL B RIPRAP24" RCP-
I
I
I
P
P
18" RCP-III
W/14 SY GEOTEXTILE
5 TONS CL B RIPRAP
15"
15"
REMOV
E
P
P
24"
REMOVE
2GID-NSS
2GIB-NSF
PPES
PPES
P
P
FILL
W/ FLOWABLE
PLUG & FILL
FILL
W/ FLOWABLE
PLUG & FILL
SEE DETAIL B
LATERAL V DITCH
SEE DETAIL E
W/ CL B RIPRAP
LATERAL V DITCH
SEE DETAIL A
SPECIAL CUT DITCH
W/7 SY GEOTEXTILE
2 TONS CL B RIPRAP
SEE DETAIL C
SP. LAT. V DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
FILL
W/ FLOWABLE
PLUG & FILL
SEE DETAIL W
LATERAL V DITCH
REMOV
E
SEE DETAIL W
LATERAL V DITCH
24
" SEE DETAIL O
W/ CL B RIPRAP
SPECIAL CUT DITCH
REMOVE
1.0" THICKNESS
72" WELDED STEEL,
TRENCHLESS INSTALLATION
24" RCP-III
SEE DETAIL SHT 2D-2
INLET IMPROVEMENTS
COBB CREEK
SEE DETAIL SHT 2D-2
OUTLET IMPROVEMENTS
COBB CREEK
FS
2
4
" RCP-
I
II
SEE DETAIL A
SPECIAL CUT DITCH
15"
2 ELBOWS
15" w/
REMOVE HW
REMOVE HW
PPES PPES
NATIVE MATERIAL)
(BACKFILL W/
EXTENSION
2@8'x8'RCBC
(BACKFILL W/ NATIVE MATERIAL)
2@8'x8'RCBC EXTENSION
SEE DETAIL W
LATERAL V DITCH
1.0" THICKNESS
72" W ELDED STEEL,
TRENCHLESS INSTALLATION
1.0" THICKNESS
72" W ELDED STEEL,
TRENCHLESS INSTALLATION
PPES
1.0" THICKNESS
72" W ELDED STEEL,
TRENCHLESS INSTALLATION
SEE DETAIL SHT 2D-2OUTLET IMPROVEMENTSCOBB CREEK
PPES
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 21 OF 50
PERMIT DRAWING
Submitted 9/27/2023
SEPTIC GRINDERU/G TANK
GR
GR
GR
GR COBB CIR (PVT)GRUS19/129 BLAIRSVILLE HWY
26' PAVED ROADWAY
G
R
1SWFD
2S
ELEC
1SWFD S2SWFD
2.
5' WD
G
3.5
' WD HOUSEWELLW
OOD
SBARN
SPLIT RAIL48" WD
POSTGATEMTL
BUS1SMTL
BUS1SMTL
GATE POST
MTL
BUS1SMTL
36" ELECTRIC
GATE POSTMTL
POSTGATEMTL
48" CHL
BUS1SMTL
MA
ILBOXES
96" WD
MTL
WOODS
WOODS
WOODS
WOODS
S
S
S
SIGN
SIGN
SIGNS
T
T
Frontier Communications of America Inc.
60' ACCESS EASEMENT
N 83°43'37" W
1471.09'S 19°32'56" W58.72'S 70°52'24" W64.01'S 21°52'24" W106.00'S 52°08'24" WEIPN 20°07'23" E69.29'N 40°12'29" E142.57'S 47°29'00" W158.21'S
1
1
°
3
4'
0
0
" W2
1
6
.
2
8' R/W TO COR2
0
.
9
1' EI
P TO R/WS 56°34'00" E
236.55'
S
0
6
°18'0
0
" W13
8.8
0'N
0
6°18'0
0"
E
19
3.9
7'
S 59°44'00" E
227.52'
S
0
7
°3
5'0
0
" W19
7.4
6'
N 86°55'00" W
255.11'N
1
2
°
2
5'
0
0
" E3
5
1.
6
4'N 86°55'00" W135.34'N 15
°
5
8'
0
0
" E140.
6
8'N
10
°
4
5'
0
0
" E1
7
1.
5
8'
N 86°55'00" W
229.52'S 23°47'00" W142.64'S 38°22'00" W213.19'S 71°22'12" W29.89'S 79°05'16" E
83.22'N 80°10'28" E53.01'N 59°31'00" E49.56'N 47°11'03" E29.06'S 00°37'00" W13
1.8
9'
N 03°30'00" W82.12'THE RUN OF THE CREEK
PROPERTY LINE IS
EXISTING R/W
EXISTING R/W
EX
IST
ING
R
/W
EX
IST
ING
R
/W
TANK
SEPTIC
TANK
SEPTIC
LINE
DRAIN
TANK
SEPT
IC
L
INES
DRA
IN
TANKPROPANE
12" STONE
GAZEBO
1SWFD
3.5
' WD HOUSEWELL96" WD
MTL
N 03°3
0'00" W8
2.12'
EX
IST
ING
R
/W
L
INES
DRA
IN
W
OO
D
S24
" CMP
18" CMP
18
" CMP
CUL1
CUL2CUL3CUL4
CE1HW1
CUL5
CUL6CUL7
CUL8
CE2
HW2
24" CMP1
8
" CMP18" CMPCONC
HW
CONC
HW
CONC HW
CONC HW
INV=1637.67'
INV=1639.81'
INV=1627.53'
INV=1628.12'INV
=
1616
.
78'INV
=1619
.92'
CONC
HW
CUL1
CUL2CUL3CUL4
CE1HW1 CONC
HW
INV
=
16
19
.92
'161616161618
16181618161816181622
16221622162216221622162216221622
1624
1624
162416241624162416241624
1624
1624
16241626
1626
162616261626162616261626
1626 1626162616261628
1628
16281628
1628
1628
1628162816281628162816281628
1628
1632
163216321632
16321632
1632
1632
1632163216321632163216321632
1634
1634
1634
163416341634
1634163416341634163416341634163416341634 16341636
163616361636
1636
1636
1636163616361636163616361638
1638
1638
1638
1638
1638
163816381638163816381642
1642
1642
1642
1642
1642
164216421642
164
4
1644
1644
16441644
164416441646
1646
164616461646
16461646164616481648
1648
1648
1648
1648164816481652
16521652
1652
1652
1652165216521654
16541654
1654
1654
16541654165416541656
165616561656
1656
16561656165616561658165816581658
1658
1658
165816581658166
2
1662
16621662
16621662
1662166216621662166416641664
16641664
1664166416641664166416661666
16661666
166616
66
166616661666166616661668
1668
166816681668166816
721672
167216721672167216721674
16741674167416741674167416761676
1676
16761676167616761678
1678
1678
16781
6
7
8 1678167816821682
16
82
16821682168216841684
1684
168416841686
1686
1686
168616861688
1688
1688168816881692
16
9
2
169216941694
169
4
169416961696
16961696
169616981698
1698
1698170217021702
17021704
1
7
0
4
1704
170417061706
170
6
1706170817081708
17081712
1
7
1
2
1712
17141714
1
7
1
4
1714
1716
1716171617181718
1718
17
2
2
1722
1724
17
2
4
1724 17241726
1726
1726 17261728
172
8
1728 17281732
17
3
217
3
4
1734 17341736
17361738
1738
1738
1742
1742
174
4
1744
1746 1746174
8
1752
17541756 17621622162216241624 16181622162216241626161816221620
1620
16201620162016201620
1630
1630
1630
1630163016301630163016301630
16301630
1630
1630
1630 163016301630
1630
16301630 16401640
16401640
1640
1640
1640
1640
1640164016401640164016401650
1650
1650
1650
1650
1650
1650
16
50
16501650165016501660
1
66
0
16 6 0
16601660
1660
16601660
1660166016601660166016601670
16701670
1670
1670
1670
1670167016701670167016701680
1680168016
8
0
16801680168016801690
1690
1690
1
6
9
0
1690
1690169017001700
1700
170
01700 17001710
1710
1
7
1
0
1710
171017201720
17
2
0
1720 172017201730
17
3
0
1730173017301740
1
7
40
1740
1740174017
5
0
17501760
16201620
162016301620Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
SC
SE
WC
SC
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]
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\R5861_Hyd_prm_wet_psh08_con.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861 8
N
A
D 83/ 20
1
1
MATCHLINE -L- STA. 75+00 SEE SHEET 9www.rkk.com
Engineers | Construction Managers | Planners | Scientists MATCHLINE -L- STA. 62+00 SEE SHEET 765+00
70+00
75+0010+00
75+00C
F
F C
C
C
F
C F F
F
F
F
F
F
F
C
C
C
C
FFFFF
F
F
F
F
SITE 11
SITE 12
SITE 13
SITE 11
F
F
F
F
F
MATCHLINE -L- STA. 75+00 SEE SHEET 9SEE INSET A
INSET A
SEE INSET B
INSET B
SEE INSET C
INSET C
ENGLISH
0
025 25 50
25 50 100050
SCALE
SCALE FOR INSET A&B
SCALE FOR INSET C
12.5 2512.5
SEE INSET A
INSET A
SEE INSET B
INSET B
SEE INSET C
INSET C
ENGLISH
0
025 25 50
25 50 100050
SCALE
SCALE FOR INSET A&B
SCALE FOR INSET C
12.5 2512.5
2.0%1.2%
HP
-DR8- STA. 13+46.34
W/11 SY GEOTEXTILE
3 TONS CL B RIPRAP24" RCP-
I
I
I
P
P
18" RCP-III
W/14 SY GEOTEXTILE
5 TONS CL B RIPRAP
15"
15"
REMOV
E
P
P
24"
REMOVE
2GID-NSS
2GIB-NSF
PPES
PPES
P
P
FILL
W/ FLOWABLE
PLUG & FILL
FILL
W/ FLOWABLE
PLUG & FILL
SEE DETAIL B
LATERAL V DITCH
SEE DETAIL E
W/ CL B RIPRAP
LATERAL V DITCH
SEE DETAIL A
SPECIAL CUT DITCH
W/7 SY GEOTEXTILE
2 TONS CL B RIPRAP
SEE DETAIL C
SP. LAT. V DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
FILL
W/ FLOWABLE
PLUG & FILL
SEE DETAIL W
LATERAL V DITCH
REMOV
E
SEE DETAIL W
LATERAL V DITCH
24
" SEE DETAIL O
W/ CL B RIPRAP
SPECIAL CUT DITCH
REMOVE
1.0" THICKNESS
72" WELDED STEEL,
TRENCHLESS INSTALLATION
24" RCP-III
SEE DETAIL SHT 2D-2
INLET IMPROVEMENTS
COBB CREEK
SEE DETAIL SHT 2D-2
OUTLET IMPROVEMENTS
COBB CREEK
FS
2
4
" RCP-
I
II
SEE DETAIL A
SPECIAL CUT DITCH
15"
2 ELBOWS
15" w/
REMOVE HW
REMOVE HW
PPES PPES
NATIVE MATERIAL)
(BACKFILL W/
EXTENSION
2@8'x8'RCBC
(BACKFILL W/ NATIVE MATERIAL)
2@8'x8'RCBC EXTENSION
SEE DETAIL W
LATERAL V DITCH
1.0" THICKNESS
72" W ELDED STEEL,
TRENCHLESS INSTALLATION
1.0" THICKNESS
72" W ELDED STEEL,
TRENCHLESS INSTALLATION
PPES
1.0" THICKNESS
72" W ELDED STEEL,
TRENCHLESS INSTALLATION
SEE DETAIL SHT 2D-2OUTLET IMPROVEMENTSCOBB CREEK
PPES
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 22 OF 50
PERMIT DRAWING
Submitted 9/27/2023
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
Responsive People | Creative Solutions
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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.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861
8/17/995/25/2023R:\Hydraulics\PERMITS_Environmental\Drawings\R5861_Hyd_prm_wet_08_PIPEPFL.dgnaburke5/14/99ENGLISH
050100 50150200 100 150 200250300 250
1615
1635
1600
1605
1610
1620
1625
1630
1640
-L- STA. 71+92
SITE 11
(length=117')
72" WEDLED STEEL PIPE
EXTEND EXIST. 2@8'X8' RCBC WITH
1600
1605
1610
1615
1620
1625
1640
1635
1630
150'
EXISTING GROUND
PROPOSED STREAMBED
L
(2:1 NORMAL)
2.8:1
INV.=1618.5'
EXISTING INLET
INV.=1618.3'
EXISTING OUTLET
L
RCBC EXTENSION, SLOPE=0.34%
2 @ 8' X 8'
6" TOP EDGE BEVEL FOR RCBCSLOPE=0.34%
RCBC EXTENSION
2@8' X 8'
(2:1 NORMAL)
2.8:1
100-YR WSEL =1629.6
TOB - LT
TOB - RT
50-YR WSEL (DESIGN)=1628.4
G.P. ELEV.=1631.2'
WITH SUPPLEMENTAL 72" WSP
RETAIN AND EXTEND 2@8'x8' RCBC
o
SKEW OF EXISTING RCBC = 134
C STA. OF EXISTING RCBC -L- 71+92.1
S=0.34%
C ELEV.=1619.4'
72" WSP
SUPPLEMENTAL
S=0.34%
2@8'x8' RCBC
RETAIN EXISTING
NWS (SURVEYED 11/8/17) 1619.0
BARREL, SEE SILL DETAIL
OUTLET END OF SOUTH
1' TALL SILL INSET 1' FROM
BARREL, SEE SILL DETAIL
INLET END OF SOUTH
1' TALL SILL INSET 1' FROM
SHEET 23 OF 50
PERMIT DRAWING
Submitted 5/26/2023
ASPHALT
GR
BOBCAT LN (PVT)ASPAHLTMOUNTAIN WILLOW RD (PVT)26
' PAVED
ROADWAY
US19
/129
BLA
IRSV
ILLE
HWY
WOODS
WOODS
G
GR
GUARDRAIL
36" WDGR
RETAINING WALL6" WD36" WDBST
1SFD
DOGHOUSE48" CHLPOSTMTL GATE
BOLLARD
WD
POLEABANDONED
BST
PORCH
STONE
POST
GATE
MTL
MTL
MTL
SOIL
BUS
1SMTL
48" CHL
48" CHL
BST
SO
IL
SOILMTL
48
" CHL
GR
1SFD
BARN
36" WDBARN
WI
RESO
IL
WOODS
WOODS
S
IGN
S
IGNSIGN
SIGN
SIGN
S
IGN
SIGN
T
T
T
T
T
S 21°52'24" W106.00'S 52°08'24" W31.96'S 48°07'36" E
139.76'
S 48°07'36" E
77.34'S 60°15'24" W179.16'N
4
0
°5
2'0
0"
E
18
1.11'S 63°30'24" W65.28'
S 21°58'36" E
92.20'
EIP
S 85°45'36" EN 70°11'24" E76.31'261.23' R/W TO COR0.80' EIP TO R/WR/W MON
S 74°27'39" E115.19'N 87°47'24" W212.22'N 79°43'36" E199.61'S 34°08'24" E
58.62'
S
3
9
°3
8'3
6
" W13
9.0
2'N 70°11'24" E80.23'N 01°17'36" E140.24'
N 19°25'36" E
97.03'S 83°50'14" WS 17°34'24" E
155.72'
S 26°56'36"
W
68.87'S
4
7
°
4
8'
3
6
" W8
0
.
1
4'
S 25°46'16" W
16
7.36'S 69°15'03" EN 15°58'57" E
118.20'N
4
4
°
1
8'
3
6
" EN 15°58'57" E
41.52'
S 30°42'0
0" W118.40'
S 44°59'35" E
127.70'100.00'EXISTING R/W
EXISTING R/W
EX
ISTING
R
/W
EX
ISTING
R
/W S 01°53'21" E188.98'S 06°41'14" W58.14'
S
4
7
°
4
8'
1
4
" W1
0
0.
3
1'N 81°49'59" E126.69'N 30°24'11" W
74.04'
N
12°04
'53" W
47
.98
'N
12°04
'53" W
58
.19
'S 76°37'57" W197.14'E
IP
1
.58
'
E
IP
16.22'S 61°55'38" W41.52'
E
IP
E
IP
TANK
SEPT
IC
D
R
AI
N
LIN
ES
S
85
°23
'11
" E
57
.46
'
1SFD
T87
.52
'
S
47
°25
'43" W
TTW S 70°09'49" W84.69'N 84°10'11" WS 51°52'49" W48.57'N 83°33'22" W90.28'N 61°46'22" W
49.96'
10
.19
'
237
.98"
N
33°14
'16" W
CHORD
ARC
=
239
.23
'R
= 676
.60
'
TANK
SEPTIC
LINE
DRAIN
LINE
DRAIN
TANK
SEPTIC
TANK
SEPTIC
24" CMP15" CM P18" CMP3
6
" CMP24" C
MP 18" CMP24" CMP
U/G JB
POSSIBLE
54" CMP24" CMP
CONC HW
CONC HW
CONC HW
18" CMP
12" HDPE
12" HDPECONC HW
24" CMP
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
POND
POND
SF
SG
SF
WD
SF
SH
WC
PA
1635.90*
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.5/25/2023R:\Hydraulics\PERMITS_Environmental\Drawings\R5861_Hyd_prm_wet_psh09.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
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R-5861 9
NAD 83/ 2011MATCHLINE -L- STA. 88+00 SEE SHEET 10www.rkk.com
Engineers | Construction Managers | Planners | Scientists MATCHLINE -L- STA. 75+00 SEE SHEET 810+00-L_DET2-80+00
85+0010+0010+0015+0075+00
10+00
F
F
F
F
F
C
C
F
F
F
F
F F F
F
F
F
F
F
F
F
F
F
C
C
C
C
F
F
C
F
F
C
SITE 15
SITE 14B
SITE 14A
SITE 13
F
F
SEE INSET A
INSET A
INSET B
SEE INSET B
INSET C
SEE INSET C
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
INSET D
SEE INSET D
JB w/MH
JB w/MH
HW
HW
R
E
MOVE
P
P
P
PW/ FLOWABLE FI
LLPLUG & FI
LLRETAIN
FS
BDO
JB w/MH
24" RCP-IIIP
P
FILL
W/ FLOWABLE
PLUG & FILL
P
P
FILL
W/ FLOWABLE
PLUG & FILL
2GIB-NSF
24" RCP-III
SEE DETAIL C
SP. LAT. V DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
2 ELBOWS
15" CSP
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
RECONNECT STREAM
REMOVE 24" CMP &
FILL
W/ FLOWABLE
PLUG & FILL
HW (OUTLET)
SP. DET.
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
TB 2GIA-NSS
FS
SEE DETAIL M
W/ CL B RIPRAP
BERM 4' BASE DITCH
SEE DETAIL M
W/ CL B RIPRAP
BERM 4' BASE DITCH
REMOVE
RETAINRCP-III
24"
DETAIL N
B RIPRAP SEE
DITCH W/ CL
SP. LAT. V
SEE DETAIL R
W/ CL I RIPRAP
BASE DITCH
STANDARD 5'
18"
EX. 36" CMP
REMOVE 8'
30" RCP-III
2 ELBO
WS
30" CSP
P
30'+/-
REMOVE
JB w/MH
0.9')
(BURIED
RCP-III
54"
(BURI
E
D
1.0')
1.0"
T
HI
C
KNE
S
S
7
2
" WE
L
DE
D
S
T
E
E
L,
T
RE
NCHL
E
S
S I
NS
T
AL
L
ATI
ONSEE DETAIL H
W/ CL I RIPRAP
TOE PROTECTION
SEE DETAIL U
W/ CL B RIPRAP
CHANNEL CHANGE
2 ELBOWS24" CSP
0
.9
" TH
ICKN
ESS
(NO
T
BUR
IED
)66
" WELDED

STEEL
,TRENCHLE
SS
IN
STALLAT
ION
DETAIL C
SEE
V DITCH
SP. LAT.
HW
(BURI
E
D
1.0')
1.0"
T
HI
CKNE
S
S
7
2
" WE
L
DE
D
S
T
E
E
L
,
T
RE
NCHL
E
S
S I
NS
T
AL
L
ATI
ON0
.9
" TH
ICKN
ESS
(NO
T
BUR
IED
)66
" W
EL
D
ED
STEEL
,TRENCH
LE
SS
IN
STA
LL
A
T
IONP
2 ELBOWS
15" CSP
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 24 OF 50
PERMIT DRAWING CLEARING
DENOTES MECHANIZED**
*
*
**
*
**
*
*
WETLAND
DENOTES FILL INFF
Submitted 5/26/2023
ASPHALT
BOBCAT LN (PVT)
GR
MOUNTAIN WILLOW RD (PVT)ASPAHLTUS19
/129
BLA
IRSV
ILLE
HWY
26' PAVED
ROADWAY
WOODS
WOODS
G
GR
GUARDRAIL
36" WDGR
RETAINING WALL6" WD36" WDBST
1SFD
DOGHOUSE48" CHLPOSTMTL GATE
BOLLARD
WD
POLEABANDONED
BST
PORCH
STONE
POST
GATE
MTL
MTL
MTL
SOIL
BUS
1SMTL
48" CHL
48" CHL
BST
SO
IL
SOILMTL
48
" CHL
GR
1SFD
BARN
36" WDBARN
WI
RESO
IL
WOODS
WOODS
S
IGN
S
IGNSIGN
SIGN
SIGN
S
IGN
SIGN
T
T
T
T
T
S 21°52'24" W106.00'S 52°08'24" W31.96'S 48°07'36" E
139.76'
S 48°07'36" E
77.34'S 60°15'24" W179.16'N
4
0
°5
2'0
0"
E
18
1.11'S 63°30'24" W65.28'
S 21°58'36" E
92.20'
EIP
S 85°45'36" EN 70°11'24" E76.31'261.23' R/W TO COR0.80' EIP TO R/WR/W MON
S 74°27'39" E115.19'N 87°47'24" W212.22'N 79°43'36" E199.61'S 34°08'24" E
58.62'
S
3
9
°3
8'3
6
" W13
9.0
2'N 70°11'24" E80.23'N 01°17'36" E140.24'
N 19°25'36" E
97.03'S 83°50'14" WS 17°34'24" E
155.72'
S 26°56'36"
W
68.87'S
4
7
°
4
8'
3
6
" W8
0
.
1
4'
S 25°46'16" W
16
7.36'S 69°15'03" EN 15°58'57" E
118.20'N
4
4
°
1
8'
3
6
" EN 15°58'57" E
41.52'
S 30°42'0
0" W118.40'
S 44°59'35" E
127.70'100.00'EXISTING R/W
EXISTING R/W
EX
ISTING
R
/W
EX
ISTING
R
/W S 01°53'21" E188.98'S 06°41'14" W58.14'
S
4
7
°
4
8'
1
4
" W1
0
0.
3
1'N 81°49'59" E126.69'N 30°24'11" W
74.04'
N
12°04
'53" W
47
.98
'N
12°04
'53" W
58
.19
'S 76°37'57" W197.14'E
IP
1
.58
'
E
IP
16.22'S 61°55'38" W41.52'
E
IP
E
IP
TANK
SEPT
IC
D
R
AI
N
LIN
ES
S
85
°23
'11
" E
57
.46
'
1SFD
T87
.52
'
S
47
°25
'43" W
TTW S 70°09'49" W84.69'N 84°10'11" WS 51°52'49" W48.57'N 83°33'22" W90.28'N 61°46'22" W
49.96'
10
.19
'
237
.98"
N
33°14
'16" W
CHORD
ARC
=
239
.23
'R
= 676
.60
'
TANK
SEPTIC
LINE
DRAIN
LINE
DRAIN
TANK
SEPTIC
TANK
SEPTIC
24" CMP15" CM P18" CMP3
6
" CMP24" C
MP 18" CMP24" CMP
U/G JB
POSSIBLE
54" CMP24" CMP
CONC HW
CONC HW
CONC HW
18" CMP
12" HDPE
12" HDPECONC HW
24" CMP
1612161216141614161416141614161416141616161616161616161616161616
1616161
6
161616161618161816181618 161
8
1618
1618
16
18
1618
16221622162216221622162216241624162416241624
1
6
2
41626
16261626162616
2
6
1628162816281628
1628
16321632 163216
3
21632
16341634163416341634163616361636163
6
163616381638163816381638163816381642164216421642164216421
6
4
2
164216441644164416441644164416441644
16441646164616461646 1646164616461646
1648164816481648164816481
6481648
16521652165216521652
165216521652165
2
1
6
5
2
1654165416541654165416541
6
5
4
16541654
165616561656165616561656165616561656
165616581658165816581658165
816581658165816581658166216621662
16621662166216621
6
6
2166216
62
166216641664166416641664166
416641664
1
6
6
4
166
416661666 16661666 166616661666166616
6
616661
6
6
6
1666
1668166816681668166816681668166816681
6
6
8
1668
166816
7
2 1672167216721672167216721672167216
72
1672
16721674167416741674167416741674167
416741674167416761676167616761676167616761676167616761678167816781678167816781678167
816781678
1678
1682168216821682168216
82 168216821682
1684168416841684168416841684
16841684
1684
168616861686
16861686168616861686168616
86
1
6
8
6
16881688168816881688168816881688168816881688
1692169216921692169216
9
2
1692
1692
1692169416941694169416941694169416
9
4
16941694
1696169616961696 1696169616
9
6169616961696
1698169816981698169816981
6
9
8
1698
169817
0
2 17021702170217021702170217021702
170417041704170417041704
17061706170617061706
1
7
0
6
17
06
17061708
17081708170817081712171217121712171
4
171417141714171417161716171617161
7
1
8
171817181718171817221722172217221722 17241724172417241
7
2
6
17261726172817281728173217321734173417341
7
3
6
17361738174217441
7
4
8
17481
7
5
4
1634163616421644162216241
6
2
4
16261638164216441646
16481618161016201620162016201620162016201620
1620 1620162016301630163016
3
01630
1630 16301630164016401640164016401
6
4
0
1
6
4
0
16401640165016501650165016501650165016501
6
5
0
16501650
16501650
1650
16601660166016601660166016601660166
0 166016601660166016601660
16701670167016701670167016701670167016701670167
01670167016701670
167016801680168016801680
16801680168016801680168016
8016801680168016801680
1690169016901690
16901690169016901690
16
9
0 169016901690
1
6
9
0
17
0
0
17001700
1700170017001700170017001700170017101710171017101710171017101710171017
2
0
172017201720172017201730173017301
7
3
0
17
4
0
175016401650Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
POND
POND
SF
SG
SF
WD
SF
SH
WC
PA
1635.90*
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.5/25/2023R:\Hydraulics\PERMITS_Environmental\Drawings\R5861_Hyd_prm_wet_psh09_con.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861 9
NAD 83/ 2011MATCHLINE -L- STA. 88+00 SEE SHEET 10www.rkk.com
Engineers | Construction Managers | Planners | Scientists MATCHLINE -L- STA. 75+00 SEE SHEET 810+00-L_DET2-80+00
85+0010+0010+0015+0075+00
10+00
F
F
F
F
F
C
C
F
F
F
F
F F F
F
F
F
F
F
F
F
F
F
C
C
C
C
F
F
C
F
F
C
SITE 15
SITE 14B
SITE 14A
SITE 13
F
F
SEE INSET A
INSET A
INSET B
SEE INSET B
INSET C
SEE INSET C
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
INSET D
SEE INSET D
JB w/MH
JB w/MH
HW
HW
R
E
MOVE
P
P
P
PW/ FLOWABLE FI
LLPLUG & FI
LLRETAIN
FS
BDO
JB w/MH
24" RCP-IIIP
P
FILL
W/ FLOWABLE
PLUG & FILL
P
P
FILL
W/ FLOWABLE
PLUG & FILL
2GIB-NSF
24" RCP-III
SEE DETAIL C
SP. LAT. V DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
2 ELBOWS
15" CSP
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
RECONNECT STREAM
REMOVE 24" CMP &
FILL
W/ FLOWABLE
PLUG & FILL
HW (OUTLET)
SP. DET.
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
TB 2GIA-NSS
FS
SEE DETAIL M
W/ CL B RIPRAP
BERM 4' BASE DITCH
SEE DETAIL M
W/ CL B RIPRAP
BERM 4' BASE DITCH
REMOVE
RETAINRCP-III
24"
DETAIL N
B RIPRAP SEE
DITCH W/ CL
SP. LAT. V
SEE DETAIL R
W/ CL I RIPRAP
BASE DITCH
STANDARD 5'
18"
EX. 36" CMP
REMOVE 8'
30" RCP-III
2 ELBO
WS
30" CSP
P
30'+/-
REMOVE
JB w/MH
0.9')
(BURIED
RCP-III
54"
(BURI
E
D
1.0')
1.0"
T
HI
C
KNE
S
S
7
2
" WE
L
DE
D
S
T
E
E
L,
T
RE
NCHL
E
S
S I
NS
T
AL
L
ATI
ONSEE DETAIL H
W/ CL I RIPRAP
TOE PROTECTION
SEE DETAIL U
W/ CL B RIPRAP
CHANNEL CHANGE
2 ELBOWS24" CSP
0
.9
" TH
ICKN
ESS
(NO
T
BUR
IED
)66
" WELDED

STEEL
,TRENCHLE
SS
IN
STALLAT
ION
DETAIL C
SEE
V DITCH
SP. LAT.
HW
(BURI
E
D
1.0')
1.0"
T
HI
CKNE
S
S
7
2
" WE
L
DE
D
S
T
E
E
L
,
T
RE
NCHL
E
S
S I
NS
T
AL
L
ATI
ON0
.9
" TH
ICKN
ESS
(NO
T
BUR
IED
)66
" W
EL
D
ED
STEEL
,TRENCH
LE
SS
IN
STA
LL
A
T
IONP
2 ELBOWS
15" CSP
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 25 OF 50
PERMIT DRAWING CLEARING
DENOTES MECHANIZED**
*
*
**
*
**
*
*
WETLAND
DENOTES FILL INFF
Submitted 5/26/2023
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
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.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861
8/17/995/25/2023R:\Hydraulics\PERMITS_Environmental\Drawings\R5861_Hyd_prm_wet_09_PIPEPFL.dgnaburke5/14/99ENGLISH
050100 50150200 100 150 200250300 250
1620
1640
1615
1625
1630
1635
1645
1650
1655
-L- STA. 81+91
SITE 15 & 14A
1615
1620
1625
1630
1635
1640
1650
1645
1655
(length=138')
54" RCP-III(BURIED 0.9')/72" WELDED STEEL PIPE (BURIED 1.0')
CL
SKEW=62
-L- STA. 81+91
(NORMAL)
2:
1
=1636.10'
NWS
S=2.5%ELEVATION=1632.8'
PROPOSED INLET
ELEVATION=1628.0'
PROPOSED OUTLET
JUNCTION BOX
S=1.6%
STANDARD DITCH
PROPOSED
(BURIED 0.9')
54" RCP-III
(BURIED 1.0')WELDED STEEL PIPE72" TRENCHLESS INSTALLATION
SHEET 26 OF 50
PERMIT DRAWING
GROUND
EXISTING
Submitted 5/26/2023
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.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861
8/17/995/25/2023R:\Hydraulics\PERMITS_Environmental\Drawings\R5861_Hyd_prm_wet_09A_PIPEPFL.dgnaburke5/14/99ENGLISH
050100 50150200 100 150 200250300 250
1620
1640
1610
1615
1625
1630
1635
1645
1650
1655
1660
1610
1615
1620
1625
1630
1635
1640
1645
1650
1660
1655
-L- STA. 81+91/-Y5- STA. 10+57
SITE 14
(length=288')
66" WELDED STEEL PIPE (NOT BURIED)/72" WELDED STEEL PIPE (BURIED 1.0')
CL
CL
SKEW=62
-L- STA. 81+91
(NORMAL)
2:
1
SKEW=68
-Y5- STA. 10+57
(NORMAL)2:1 =1642.20'
NWS
S=6.2%
ELEVATION=1641.8'
PROPOSED INLET
ELEVATION=1628.0'
PROPOSED OUTLET
72" WELDED
STEEL
(BURIED
1.0
')
S=2
.5%66" W
ELD
ED STEEL (N
O
T
B
U
R
IED
)CHANGE
PROPOSED CHANNEL
JUNCTION BOX
CHANGE
PROPOSED CHANNEL
SHEET 27 OF 50
PERMIT DRAWING
GROUND
EXISTING
Submitted 5/26/2023
ASPHALTCOBB BLUFF (PVT)25.5' PAVED ROADWAY
US19/129 BLAIRSVILLE HWY
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
166
.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 5
0
°5
1'4
2
" 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'S 69°42'50" W72.50'
SHED
N 24°45'36" W
167.85'
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
CARR
HARTZELL
HONEY
PG 1270
DB 1707
GAIL HARTZELL PERROTT
DB 1707 PG 1278
HEIRS, ET AL
WILLIAM E. CAMPBELL
CANDACE LOVE, HEIRS
EXISTING R/W
EIP
DB 781 PG 27
HOWARD J. BAUMEISTER ASPHALT72" CHLN 81°49'05" W52.26'vvv15" CMP
15" CMP
24" CMP18" CMP18" CMP18" CMP24" CMPCONC HW
CONC HW
CONC HW
CONC HW 18" CMPDResponsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
POND
SF
WE
WE
SF
PB
WE
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\R5861_Hyd_prm_wet_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
SITE 16A
SITE 16B
SITE 16C
SITE 17
F
SEE INSET A
INSET A
INSET B
ENGLISH
25 50 100050
SCALE
0 25
SCALE FOR INSET
SEE INSET C
INSET C
12.512.5
SEE INSET D
INSET D
SEE INSET B
P
P
REMOVE
P
P
FS
30" R C P-III
2 ELBOWS
30" CSP15"
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 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/7 SY GEOTEXTILE
2 TONS CL B RIPRAP
w/MH
JB
SEE DETAIL M
W/ CL B RIPRAP
BERM 4' BASE DITCH
W/21 SY GEOTEXTILE
8 TONS CL B RIPRAP
(Pond Overflow)30" CSP, 2 ELBOWS
RC P-III 15" 2 ELBOWS15" CSP
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
PP
P
RC P-III 15" 2 ELBOWS15" CSP
P
RC P-III 15" 2 ELBOWS15" CSP
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 28 OF 50
PERMIT DRAWING CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
Submitted 7/10/2023
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
166
.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 5
0
°5
1'4
2
" 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'S 69°42'50" W72.50'
SHED
N 24°45'36" W
167.85'
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
EXISTING R/W
EIP
DB 781 PG 27
HOWARD J. BAUMEISTER ASPHALT72" CHLN 81°49'05" W52.26'vvv15" CMP
15" CMP
24" CMP18" CMP18" CMP18" CMP24" CMPCONC HW
CONC HW
CONC HW
CONC HW 18" CMPD16621662
1
6
6
416641666
16681668167216
7
2
16
7
2
167416741674167616
7
6 1676167616781
6
7
8 1678167816821
6
8
21682 16
82
1682
16841684168416841684
168
61686 168616
8
6
168816881688
169216921692
1692
1
6
9
41694 16941694
1694
1694
169616961696
1696
1696
1
6
9
8 1698169816981698
1698
1698
1702170217021702
1702
1702
170
2
1704170417041704
1704
170
4
1704
1704
17061706170617061706
1706
1706
17081708170817081708170817081708
17121712171217121712
1712
1712
17121712
171
4
1714 171417141714
171417141714171417141716
1716 17161716
17161716171617161716
1718
1718 171817
1
8
1718
17181718171817181718
17
22
1722
1722
17 22
1722172217221722172217221722172
4
1724
17
2
4
17
2
4
1724
1
7
2
4
172417241724172417
2
6
1726
1726
17261726172617261726172617261
7
2
6 17261726
172
8
1728
17
28
172817
28
1728
1728172
817281728173217321732
1732
1732
173217
3
2
173217321732173217321734
1734
17
3
4
1
7
3
4
17
3
4
1734
173417341734173
6
1736
1736
1736
1
7
3
6
1736173617361736173617361738
173817381738
1738
173
8
173817381738173817381
7
3
8
174
2
1742
1742
1742 174
2
17
42
174217421742174217421744
174417441744 17441
7
4
4 174417441744174417441
7
4
6
174617461746 174617461746174617461746174617461
7
48
1748
174
8
17
48
1
7
4
8
174817481748174817481
7
5
2
1752
1752
1752
1752
17
5
2
17521
7521754175417541754
175
4
175417541754
17561756175617561
7
561756
1756
175617561756
1758175817581
7
58
1758175817581758
1758
1
75
8
176217621762
1762
1762
1762
176
2
17
6
2
1762
176417641764176
4
1764
17
64
17641764
1
7
6
4
17661766176617661766176617
6
61766
1768176817
6
817
6
8
17
68
1768
1768
1768
1768177217
7
2
1
7
7
2
1772
1772
1772
1
7
7
2
17741774177
4
1774
1774
1774
1
7
7
4
17761
7
7
6
17761776
1776 1776
177817781
7
7
8
1778
17781778
1778
1778
178217821782
1782
1782
17821782
1
7
8
4
17
8
4
1784
1784
1784
1784
1
7
8
6 17861786
178617861786
178817881788
1788
1788
17
8
8
1788
179217921792
1792
179
2
1792
179417941794
1794
1794
17961796 179617
9
6
1796
17981798
1798
1802
1802
18
0
4
1804
1804
18
0
6
1806
1808181218
1
2
1814
1
816
18
1
8
1818
1822
1824
18261828
1694
1698
1696 16981702
1708
17081712
17221
6
7
016701670
168016801680168016801680
16901
6
9
0 169016901690
169
01700 1700
17001700
1700170017001700170017001700
170017001
7
1
0 1710171017101710171017101710171017101710
17101710
171017201720 172017
2
0 17201720
1720
1720172017201720172017201720172017
3
0 1730173017301730173017301730
173
0
1730
1730
1730
173017301730
17301
7
4
0
17401740 174017
40 17
401740 17
4
0
1 740
1740174
01740174017401740
17401
7
5
0
1750
1750 17501750
1750
1750
1
7
5
0
175
0 1750175017501750175017501
7
5
0 176017601760176017
6
01760
1760
17
601760
1760
1760
17
6
0
1770177017701770
1770
1
7
7
0
177017701770
1770 177017801780
1
7
8
0
1780 17801780
1780
1780
179017901790
1790
1790
1
7
9
0
179
0
1790
18001800
1800
18001800
1810
1
8
1
0
1810
1820
1700
170017001700172017101710Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
POND
SF
WE
WE
SF
PB
WE
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\R5861_Hyd_prm_wet_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
SITE 16A
SITE 16B
SITE 16C
SITE 17
F
SEE INSET A
INSET A
INSET B
SEE INSET B
ENGLISH
25 50 100050
SCALE
0 25
SCALE FOR INSET
SEE INSET C
INSET C
12.512.5
SEE INSET D
INSET D
P
P
REMOVE
P
P
FS
30" R C P-III
2 ELBOWS
30" CSP15"
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 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/7 SY GEOTEXTILE
2 TONS CL B RIPRAP
w/MH
JB
SEE DETAIL M
W/ CL B RIPRAP
BERM 4' BASE DITCH
W/21 SY GEOTEXTILE
8 TONS CL B RIPRAP
(Pond Overflow)30" CSP, 2 ELBOWS
RC P-III 15" 2 ELBOWS15" CSP
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
PP
P
RC P-III 15" 2 ELBOWS15" CSP
P
RC P-III 15" 2 ELBOWS15" CSP
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 29 OF 50
PERMIT DRAWING CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
Submitted 7/10/2023
-EL-
-EY6-
BST
GR
ASPHALTASPHALT
GR
US19/129 BLAIRSVILLE HWY
25.5' PAVED ROADWAY
CONCGR
GR
CHICADEE TRL (PVT) GRGR
GR
ASPHALT
ASPHALT
72" CHL
72" CHLMTL
POST
MTL
LP
LP LP
LPLP
LP
LP
GR
GR
GR
ASPHALT
WALL
RETAINING
WD
WALL
RETAINING
WD
WALL
12" STONE
WALL
12" STONE
2SFBUS
48" CHL
1SFD
1SBKD
2SMTLBUS
POST
WD
POST
WD
POST
WD
CARPORTGARAGE1SFD 36" WWCARPORT
MTL
GARAGEWOODS
WOODS
WOODS
WOODS
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
BOLLARD
CONC BOX
(NO LID, LOWEST
CORNER ELEV.
1749.26')
T
T
T
T
T
T
T
T
of America Inc.
Frontier Communications
N 89°28'51" W57.53'N
00°07
'01" W
87
.92
'S 86°28'02" W174.95'EIPN 77°46'05" E112.76'N 17°55'58" E283.38'
S 26°43'12" W20
3.47'N 84°14'48" W459.12'S 13°14'48" E 234.63'N 85°20'34" W54.94'S 06°54'26" W
S 18°44'58" E55.16'
EIP
EIP
EIP
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTIN
G R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W29.16'N
5
3°0
8'3
1
"
E
10
8.10'
TANK
SEPTIC
D
R
AI
N
LI
N
E
S 29°27'30" E
N 05°53'31" W
102.85'
N 16°23'30" W
177.66'
N
5
1°4
3'3
0
"
ES 71°23'30" W184.78'S 82°05'00" W137.59'N 27°56'20" W
120.17'N 74°30'29" E128.83'N 84°23'43" W154.86'EIPEIP
EIP
EIP
D
RAI
N LI
NETANK
SEPTIC
CONC
CONCGR
GR
TI
MB
E
R WAL
L
GARAGE
HTRDRAIN LINESSHED
WD-EY5--
E
Y5-
TANK
SEPTIC
DRAIN LINE
W
ASPH
CONC
CONC
ASPHHTR60" WWSIG
N
TANK
SEPTIC
DRAIN LINE
EIP EIPSIGNWEIPEIPS 11°16'37" E65.72'S 23°06'08" E161.53'S 24°32'48" E184.76'S 81°56'48" E99.65'WGRPROPANETANKSEPTICHVACEIPWOODSWOODSWOODSCELLAR
ROOTWALL
CONC
WALL
CONC
CONC
36" WW1SFD
TANK
SEPTIC
LINES
DRAIN
TANK
SEPTIC
TANK
SEPTIC
LINE
DRAIN
DRA
I
N LI
NEDRAIN LINE(APPROX)
TANK
SEPTIC
WOODS
1 SF APTS
GARAGE
1SMTLBUS
1•SFD
TIMBER WALL
CONC
CONC
CONCASPH
APT
2SF ROCK
S
R 1643
P
RICE WE
A
V
E
R
R
D
17.5' P
A
VE
D
R
OAD
WA
Y
SR 1583 LANCE RD
16.5' PAVED ROADWAY
W
18.50'
12" CPP
18" CMP
15" CMP
15
" CMP
15" CMP
15" CMPTOP=1750.12'
DI18" CMP18" CMP
30" CMP18" CMPCONC HW
CONC HW 15" CMP15" CMP
8" HDPE
PAVED DITCH
8" HDPE
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
POND
POND
PB
WE
PC
SI
PB
WE
PC
SI
SFWE
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.5/25/2023R:\Hydraulics\PERMITS_Environmental\Drawings\R5861_Hyd_prm_wet_psh11.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861 11
NAD
83
/ 2011
MATCHLINE -L- STA. 101+00 SEE SHEET 10MATCHLINE -L- STA. 114+00 SEE SHEET 12www.rkk.com
Engineers | Construction Managers | Planners | Scientists 15+00-L_DET2
-
105+00
110+00
10+00
10+0010+0010+0012+0010+0010+0010+00F
F C
C
F
F
F F
F
F
F
F
C
C
F
F
F
C
C
C
F
C
C
C
C
C
C
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C
C
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F
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CF
C
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F
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C C
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F
F
C
C
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C
F
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CFFFFF
F
FCCCC
CSITE 17
SITE 18
SITE 19A
F
SITE 17
SITE 18
SITE 19A
F
10+0010+0010+00C
F
F
F
F
SITE 17
F
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
SEE INSET A
INSET A
SEE INSET C
INSET B
INSET C
OFF FOR CLARITY
*RIPRAP TURNED
INSET B
SEE
FS15
" RCP
-III RCP-III
30"
P
P
W/14 SY GEOTEXTILE
5 TONS CL B RIPRAP
FILL
FLOWABLE
& FILL W/
PLUG
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
Adj. 2GI
2GIB-NSS
2GIA-NSS
2GIA-NSS
2GIA-NSS
FS
BDO
2GIA-NSS
2GIA-NSS
REMOVEREMOV
E REMOVE
REMOVE15" GRADE TO DRAIN
2GIB-NSS FS
W/7 SY GEOTEXTILE
2 TONS CL B RIPRAP
& ROADWAY CUT DITCH
BETWEEN EX. DITCH
LINE TRANSITION
2 ELBOWS2
4
" CSPW/ FLOWABLE FILL
PLUG & FILL
15"
24" RCP-III 24" RCP-III
2GIA-NSF
SEE DETAIL L
W/ CL B RIPRAP
SP. LAT. 4' BASE DITCH
REMOVE
15"
REMOVE
SEE DETAIL K
BERM V DITCH
SEE DETAIL L
W/ CL B RIPRAP
BASE DITCH
SP. LAT. 4'
REMOVE
SEE DETAIL M
W/ CL B RIPRAP
BERM 4' BASE DITCHREMOVESEE DETAIL O
W/ CL B RIPRAP
SPECIAL CUT DITCH
4OTCB
ADJ.
2 ELBOWS18" CSPFILL
W/ FLOWABLE
PLUG & FILL
2GIA-NSS
2 ELBOWS24" CSP
REMOVE
24" RCP-III
15" RCP-III
GRADE TO DRAIN
GRADE TO DRAIN
TO DRAIN
GRADE
SEE DETAIL A
SPECIAL CUT DITCH
REMOVE
W/7 SY GEOTEXTILE
2 TONS CL B RIPRAP
18" RCP-IV
SEE DETAIL AF
IN POND
ROCK FILL
RCP-III 15" GEOTEXTILE
W/7 SY
B RIPRAP
2 TONS CL
TB 2GIB-NSF24" RCP-III24" RCP-III
2 ELBOWS18" CSP
4OTCB
2GIB-NSS 15" 2GIA-NSS
15" RCP-III
SEE DETAIL I
W/ CL B RIPRAP
BERM V DITCH
24" RCP-III
2
E
L
B
O
WS
2
4"
CS
P
RCP-III
24"
1122
12172 ELBOWS30" CSPNSF
2GIA-
2GIA-NSS
FS
W/ FLOWABLE FILL
PLUG & FILL 24" RCP-III 24" RCP-III 2 ELBOWS30" CSP2GIA-NSF NSF
2GIA-24" RCP-III2GIA-NSS
FS
W/ FLOWABLE FILL
PLUG & FILL 24" RCP-III 24" RCP-III 2 ELBOWS30" CSP2GIA-NSF NSF
2GIA-24" RCP-III2GIA-NSS
FS
W/ FLOWABLE FILL
PLUG & FILL 24" RCP-III 24" RCP-III
2GIA-NSF
24" RCP-III2 ELBOWS24" CSP
SEE DETAIL AF
IN POND
ROCK FILL
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 30 OF 50
PERMIT DRAWING
P P
(POND)
SURFACE WATER
DENOTES IMPACTS IN
Submitted 5/26/2023
-EL-
-EY6-
BST
GR
ASPHALTASPHALT
GR
US19/129 BLAIRSVILLE HWY
25.5' PAVED ROADWAY
CONCGR
GR
CHICADEE TRL (PVT) GRGR
GR
ASPHALT
ASPHALT
72" CHL
72" CHLMTL
POST
MTL
LP
LP LP
LPLP
LP
LP
GR
GR
GR
ASPHALT
WALL
RETAINING
WD
WALL
RETAINING
WD
WALL
12" STONE
WALL
12" STONE
2SFBUS
48" CHL
1SFD
1SBKD
2SMTLBUS
POST
WD
POST
WD
POST
WD
CARPORTGARAGE1SFD 36" WWCARPORT
MTL
GARAGEWOODS
WOODS
WOODS
WOODS
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
BOLLARD
CONC BOX
(NO LID, LOWEST
CORNER ELEV.
1749.26')
T
T
T
T
T
T
T
T
of America Inc.
Frontier Communications
N 89°28'51" W57.53'N
00°07
'01" W
87
.92
'S 86°28'02" W174.95'EIPN 77°46'05" E112.76'N 17°55'58" E283.38'
S 26°43'12" W20
3.47'N 84°14'48" W459.12'S 13°14'48" E 234.63'N 85°20'34" W54.94'S 06°54'26" W
S 18°44'58" E55.16'
EIP
EIP
EIP
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTIN
G R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W29.16'N
5
3°0
8'3
1
"
E
10
8.10'
TANK
SEPTIC
D
R
AI
N
LI
N
E
S 29°27'30" E
N 05°53'31" W
102.85'
N 16°23'30" W
177.66'
N
5
1°4
3'3
0
"
ES 71°23'30" W184.78'S 82°05'00" W137.59'N 27°56'20" W
120.17'N 74°30'29" E128.83'N 84°23'43" W154.86'EIPEIP
EIP
EIP
D
RAI
N LI
NETANK
SEPTIC
CONC
CONCGR
GR
TI
MB
E
R WAL
L
GARAGE
HTRDRAIN LINESSHED
WD-EY5--
E
Y5-
TANK
SEPTIC
DRAIN LINE
W
ASPH
CONC
CONC
ASPHHTR60" WWSIG
N
TANK
SEPTIC
DRAIN LINE
EIP EIPSIGNWEIPEIPS 11°16'37" E65.72'S 23°06'08" E161.53'S 24°32'48" E184.76'S 81°56'48" E99.65'WGRPROPANETANKSEPTICHVACEIPWOODSWOODSWOODSCELLAR
ROOTWALL
CONC
WALL
CONC
CONC
36" WW1SFD
TANK
SEPTIC
LINES
DRAIN
TANK
SEPTIC
TANK
SEPTIC
LINE
DRAIN
DRA
I
N LI
NEDRAIN LINE(APPROX)
TANK
SEPTIC
WOODS
1 SF APTS
GARAGE
1SMTLBUS
1•SFD
TIMBER WALL
CONC
CONC
CONCASPH
APT
2SF ROCK
S
R 1643
P
RICE WE
A
V
E
R
R
D
17.5' P
A
VE
D
R
OAD
WA
Y
SR 1583 LANCE RD
16.5' PAVED ROADWAY
W
18.50'
12" CPP
18" CMP
15" CMP
15
" CMP
15" CMP
15" CMPTOP=1750.12'
DI18" CMP18" CMP
30" CMP18" CMPCONC HW
CONC HW 15" CMP15" CMP
8" HDPE
PAVED DITCH
8" HDPE
17121714
171617181722
1722
1724
1724 17261726
172617281728
172
8 17321732
1732
173217341734
1734
1734
1734173617361736
17
3
6
173617361736 173817381738
173
8
173817381738 17421742 17421742
1742
174
2
1742174217441744 1744174417441744
1744174617461746
1746
1746
1746174617481748174
8 1748174817
4
81748174817481748 1752175217521752 1752175217521752
1752
175217521752175217521752
17521752175417541754175417541754
1754
1754
1754
175417541754
1756175617561756175617561756
1756
17561756
1
7
5
6
1
7
5
6
17561758175817581758175817581758
1758
1758
175817581758
1762176217621762
176217621762
17621762
1
7
6
2
1
7
621762
17641764
1764176417641764
1764
1764
1764176417641764176617661766176617661766
1766
1766176617661766176817681768176817681
7
6
8
17681768
1768
1768
17681768
177217721772177217721772
1772 177217
7
2
1772
17
72
17741
77
41774 1774177417
741774
177417741
7
7
4
1774
17741776177617761776 17761776177617761776
17
7
6
177617781778177817781778
1778
1778
1778
17781778177
8
1782178217821782
17
8
2
1782
1782
1782178217
8
2
17821782
17841784178417841784
17
8
4
17841784
1
7
8
4
1784
1784
17861786
178617861786
178
6
1786
17
86
17
8
6
1786178617881788178817881788
17881788
17881788
1788
179217921792
17921792179217921792
1792
1792
17941794
179417941794
1794
1794 179417961796
1796
1796179617
9
6 179617961798
17981798
1798
1798
1798
1798179818021802 1802 1802180218
0218021804
1804
1804
1804
1804 18061806
1806
18
061
8
0
6 18061806
18061808
1808
180818
0
81808 1812
1812
18121812 1812181
4
1814
1814
18141814
1816
18161816 181618181818
1818
18181818
18
2
2
1822 1822 1822182218241824
18
2
4
1824
1
8
2
4
18261826
182618261828
1828
1828 182818321832
183218321834
1834
18
341836183618381 83 81842
18441736
1738
1712
1714
1716171817221724
17261726
17281732
1734
173617381742
1744
17461756
1712
1714
1716171817221724
17261726
17281732
1734
173617381742
1744
17461756 17201720
17201720173017
3
0
1730
1730
173017401740
1740
1
7
4
0
1740174017
40
1740175017501750
1750 17501
7
5
0
17501750
1750
175017501750
1750175017501750
176017601760176017601760176017601760176
01760
17601760
1760
1760
1760
1
7
6
0
1760
1
76017601770177017701770177017701770177
0
1
7
70
177017701770 177017701770
177
0 17701770177017801780178017801780178017
8
0
178017
8
0
1780178
0 17801780
17
80
1780
17801780
1790179017901790
17901790
17901790
179
0
17901790
1790
1790
1790 1790179017901800
1800
180018001800
18001800
1800
1800
1800
18001800
18001810
18101
8
10
18101810
1810 181018
2
0
1820
1820
1820182018201830183018301830
1830183018401840
172017201720
1730
1730
1740
17401750
172017201720
1730
1730
1740
17401750172017
3
0
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
POND
POND
PB
WE
PC
SI
PB
WE
PC
SI
SFWE
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.5/25/2023R:\Hydraulics\PERMITS_Environmental\Drawings\R5861_Hyd_prm_wet_psh11_con.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861 11
NAD
83
/ 2011
MATCHLINE -L- STA. 101+00 SEE SHEET 10MATCHLINE -L- STA. 114+00 SEE SHEET 12www.rkk.com
Engineers | Construction Managers | Planners | Scientists 15+00-L_DET2
-
105+00
110+00
10+00
10+0010+0010+0012+0010+0010+0010+00F
F C
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F
F
F F
F
F
F
F
C
C
F
F
F
C
C
C
F
C
C
C
C
C
C
C
C
C
C
F
F
F
C
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CF
C
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C C
C
F
F
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F
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CFFFFF
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FCCCC
CSITE 17
SITE 18
SITE 19A
F
SITE 17
SITE 18
SITE 19A
F
10+0010+0010+00C
F
F
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F
SITE 17
F
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
SEE INSET A
INSET A
SEE INSET C
INSET B
INSET C
OFF FOR CLARITY
*RIPRAP TURNED
INSET B
SEE
FS15
" RCP
-III RCP-III
30"
P
P
W/14 SY GEOTEXTILE
5 TONS CL B RIPRAP
FILL
FLOWABLE
& FILL W/
PLUG
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
Adj. 2GI
2GIB-NSS
2GIA-NSS
2GIA-NSS
2GIA-NSS
FS
BDO
2GIA-NSS
2GIA-NSS
REMOVEREMOV
E REMOVE
REMOVE15" GRADE TO DRAIN
2GIB-NSS FS
W/7 SY GEOTEXTILE
2 TONS CL B RIPRAP
& ROADWAY CUT DITCH
BETWEEN EX. DITCH
LINE TRANSITION
2 ELBOWS2
4
" CSPW/ FLOWABLE FILL
PLUG & FILL
15"
24" RCP-III 24" RCP-III
2GIA-NSF
SEE DETAIL L
W/ CL B RIPRAP
SP. LAT. 4' BASE DITCH
REMOVE
15"
REMOVE
SEE DETAIL K
BERM V DITCH
SEE DETAIL L
W/ CL B RIPRAP
BASE DITCH
SP. LAT. 4'
REMOVE
SEE DETAIL M
W/ CL B RIPRAP
BERM 4' BASE DITCHREMOVESEE DETAIL O
W/ CL B RIPRAP
SPECIAL CUT DITCH
4OTCB
ADJ.
2 ELBOWS18" CSPFILL
W/ FLOWABLE
PLUG & FILL
2GIA-NSS
2 ELBOWS24" CSP
REMOVE
24" RCP-III
15" RCP-III
GRADE TO DRAIN
GRADE TO DRAIN
TO DRAIN
GRADE
SEE DETAIL A
SPECIAL CUT DITCH
REMOVE
W/7 SY GEOTEXTILE
2 TONS CL B RIPRAP
18" RCP-IV
SEE DETAIL AF
IN POND
ROCK FILL
RCP-III 15" GEOTEXTILE
W/7 SY
B RIPRAP
2 TONS CL
TB 2GIB-NSF24" RCP-III24" RCP-III
2 ELBOWS18" CSP
4OTCB
2GIB-NSS 15" 2GIA-NSS
15" RCP-III
SEE DETAIL I
W/ CL B RIPRAP
BERM V DITCH
24" RCP-III
2
E
L
B
O
WS
2
4"
CS
P
RCP-III
24"
1122
12172 ELBOWS30" CSPNSF
2GIA-
2GIA-NSS
FS
W/ FLOWABLE FILL
PLUG & FILL 24" RCP-III 24" RCP-III 2 ELBOWS30" CSP2GIA-NSF NSF
2GIA-24" RCP-III2GIA-NSS
FS
W/ FLOWABLE FILL
PLUG & FILL 24" RCP-III 24" RCP-III 2 ELBOWS30" CSP2GIA-NSF NSF
2GIA-24" RCP-III2GIA-NSS
FS
W/ FLOWABLE FILL
PLUG & FILL 24" RCP-III 24" RCP-III
2GIA-NSF
24" RCP-III2 ELBOWS24" CSP
SEE DETAIL AF
IN POND
ROCK FILL
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 31 OF 50
PERMIT DRAWING
P P
(POND)
SURFACE WATER
DENOTES IMPACTS IN
Submitted 5/26/2023
25.5' PAVED ROADWAY
US19/129 BLAIRSVILLE HWY
GRJ FI
ELDI
NG DR (PVT)
POST
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
D
R
AI
N
LI
N
E
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]
SI
WF
WF
SI
WF
SL
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\R5861_Hyd_prm_wet_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 19A
SITE 19B
SITE 20A
SEE INSET A
INSET A
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
SEE PERMIT PLANSHEET 31
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
SEE DETAIL T
W/ CL I RIPRAP
STD. V DITCH
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 32 OF 50
PERMIT DRAWING
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
D
R
AI
N
LI
N
E
RAMPSWD
DECKWD 24" CMP18" CMPCONC HW
CONC HW 16321632163416341636163616361638
16381642164216421644164416441646164616461646164616
4
6164816481648
1648
1648
164816521652
1652165216541654
1654165416541654165616561656
165616561656165816
5
8
1658165816581658165816621662166216621662
1662
16 62
166216621662166416641664
166416641664166416641664166416661666
1666
1666166616661666
166616661666166616681668
16681668166816681668
166816681668
1672
16721672
1672
1672167216721672
1672167416741674
167416741674167416741674167616761676
1676167616761676167616761678
16781678
1678
1678167816781678
1678167816821682
1682
16821682168216821682
16821684
16841684
1684
168416841684168416841686168616861686
1686168616861686
1686 16861688168816881688
1688168816881688
1688169216921692
169216921692169216921694
16941694
1694
1694
1694169416941694
16941696
169616961696
1696
1696169616961696
16961696169816981698
1698
1698
1698169816981698
169816981702170217021702
1702
1702
1702170217021702
17021702
1704
17041704
1704
17041704170417041704
170417041706
170617061706
1706
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17061706170617061706
17061708
17081708170817081708
1708170817081708170817081712
17121712
1712
17121712171217121712
17121714171417141714171417141714
1714 17141714
17161716 17161716171617161716
17161716 1716
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17221722172217221722172217221722 17221722
1
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2
17241724172417241724172417241724 17241724
1724
1726172617261726172617261726
17261726 1726
17261728172817281728172817281728
17281728 1728
1728
173217321732173217321732
1732 17321732
17321734173417341734173417341734
17341734 1734
173417361736
1736173617361736
1736
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17361738173817381738173817381738
174217421742174217421742 1742 17421742
174417441744174417441744 17441744 1744
1746174617461746174617461746
1746 1746174817481748174817481748 17481748
175217 5 21752175217521752
17541754 175417541754
1754
1754
175617561756175617561
75
6
17581758175817581758
176217621762176217
62
176417641764176417641766176617661766
1766
176817681768176817681772 1772177217721772
1772
17741774177417741774
17761776177617761776
17
7
8 1778177817781782178217821782
17 8 417841784
1
7
8
4
1786 17861786
178817881788179217921794
1794
17961796 17981802
180218041818
166216301640164016401640165016501650
16501650165016501 6 501660166016601660166016601660 1660
16601660
166016601660167016701670
16701670
167016701670167016701670
1670
16701670168016801680
16801680
1680168016801680
16801680
168016801690
169016901690
1690
1690
1690169016901690169016901690
169017001700 1700170017001700170017001700
1700
1700 1700170017001700
1700 17101710
171017101710171
0
1710
17101710
17101710171017101710171017101710
171017201720 17201720172017201720172017201720
1720
1720 172017201720
17201730
1730
17301730
1730
173017301730173017301730173017301730
1730174017401740174017401740 1740174017401740
17401740 1740
1740
175017501750175017501750
17501750 17501750
17601760 176017601760
17601760
177017701770 177017701770 17701780178017801780178017801780
1790 17901790179017901800
1800 181016601670Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
SI
WF
WF
SI
WF
SL
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\R5861_Hyd_prm_wet_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
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C
C
F
F
C
C
C
C
C
F
F
C
C
CC
F
F
C
F
F
F
F
SITE 19A
SITE 19B
SITE 20A
SEE INSET A
INSET A
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
SEE PERMIT PLANSHEET 31
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
SEE DETAIL T
W/ CL I RIPRAP
STD. V DITCH
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 33 OF 50
PERMIT DRAWING
Submitted 7/10/2023
-L_DET3
-.03.02F
RETAIN60" TEMPUS19/129 BLAIRSVILLE HWY
26' PAVED ROADWAYAZALEA LN (PVT) GRGR
EMERALD DOWNS DR (PVT) ASPHALT
GR
GR
GR
GOLDFIELD RD(PVT) GRUS19/129 BLAIRSVILLE HWY
26' PAVED ROADWAY
WALL
RETAINING
7" WD
72" WD
72" CHL
GR
1SBKD
CONC
1SFD
72" CHLBUS1SMTL
BUS
1SMTL
LP
LP
LP
LP
BUS
1SMTL
BUS
1SMTL
BUS
1SMTL
RETAINING WALL
7" WD
BOLLARD
SECURITY KEYPAD
BOLLARD
BOLLARD
BOLLARD
BOLLARD
BOLLARD
BOLLARD
72" CHL
BOLLARD
SECURITY KEYPAD
BOLLARD
BOLLARD
BOLLARD
BOLLARD
BOLLARD
BOLLARD
GR
KEYPAD
SECURITY
MOTOR
GATE
BUS1SMTL
BOLLARD
WOODS
WOODS
WOODS
WOODS
S
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGNS
SIGNS
T
T
T
TT
T
Frontier Communications of America Inc.N 85°26'48" W94.90'N 77°27'52" W72.80'N 08°29'12" E
140.37'
N 67°15'44" W
27.13'N 60°10'03" W
52.02'
N 50°27'29" W
67.33'
N 43°31'26" W
56.11'
N 50°03'44" W
101.24'
N 63°35'08" W
33.65'
N 72°22'41" W
43.39'N 79°07'25" W60.63'N
3
5
°
5
9'
5
3
" E2
4
6.
9
3'N 64°28'30" W250.17'S 34°03'00" E
100.00'N 88°05'00" W351.33'EIP
S 39°50'29" E
100.88'N 65°33'12" E206.84' TOTAL0.73' R/W TO EIPEIP
N 64°40'06" EN 86°38'02" E57.11'N
2
8°15'0
2"
E
2
8
4.0
6'225.75' R/W TO COR2.07' EIP TO R/WN 82°44'39" W354.22'
S
3
3
°
3
7'
1
6
" W9
8
.
4
4'
S
3
3
°
3
7'
1
6
" W6
4
.
8
8'S 53°13'16" W165.77'
EIPN 62°58'16" EN 11°22'44"
W26
6.23'
N 74°18'44" W
22.49'
151.89'
N 55°31'04" W
125.97'
N 35°53'01" W
82.18'S 62°58'56" W266.92'N 55°00'10" E68.32'N 74°36'04" W
266.08'
N
21°48'04
" W
61
.42'153.97' COR TO R/W0.28' R/W TO EIPN 11°24'04"
W
40.05'
EIP N 61°09'41" EN 13°44'56" E126.92'190.86' TOTAL1.19' EIP TO R/WN 27°18'13" W
221.17'S 39°05'32" W12
7.
6
8'
S 26°53'36" E
42.39'S 61°00'32" W78.81'100.00'
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
POSSIBLE FOUNDATION
SIGN
TANK
SEPTIC
DRAIN LINE
TANK
SEPTIC
DRAIN LINES
PER OWNERNO SEPTIC SYSTEM
GATE LOCKED
ACCESS FOR SEPTIC
COULD NOT
N 64°33'45" E
19.66'
N 43°31'26" W
56.11'
N 50°27'29" W
N 43°31'26" W
N 50°03'44" W
101.24'
N 63°35'08" W
WALL
RETAINING
7" WD
36" CMP
18" CMP
15" CMP
15" CMP
DI60" CMP30" C
MP
15" CMP
15" CMP
CMP JB
CON
C
HW INV=1678.98'
INV=1675.39'
INV OUT=1661.42'INV IN=1661.93'
INV IN=1655.56' (NE)
INV OUT=1655.52' (SE)
INV IN=1667.48' ((NW)
INV=1632
.39'
INV=1632
.89
'1648
.83
'
INV=
CON
C
HW
INV=1632
.89
'18" CMP
60" CMPINV=1632
.39
'
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
POND
SJ
SK
WG
SL
SJ
SJ
PD
POND
F
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\R5861_Hyd_prm_wet_psh13.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861 13
NAD
83/ 2
0
11
MATCHLINE -L- STA. 126+00 SEE SHEET 12MATCHLINE -L- STA. 139+00 SEE SHEET 14www.rkk.com
Engineers | Construction Managers | Planners | Scientists
1
0
+
0
0
10+00-L_DET3-
130+00
135+00
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SITE 20A
SITE 22
SITE 21
SITE 20B
SITE 20C
SITE 20CF
F
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CFFSITE 20A
F
INSET A
SEE INSET ASEE INSET B
SEE INSET C
SEE INSET D
INSET B
INSET D
ENGLISH
25 50 100050
SCALE
025 25 50
0 25
SCALE FOR INSET A
SCALE FOR INSET B-D
12.512.5
INSET C
*NOTE: TEMPORARY DETOUR DESIGN IN GREY
SEE DETAIL D
W/ CL I RIPRAP
CHANGE
CHANNEL
(NOT BURIED)
48" RCP-IV
REMOVE
REMOVE
2GIB-NSS
2GIA-NSF
2GIA-NSF
RETAIN
2GIA-NSF FS
RETAIN DI
SEE DETAIL B
LATERAL V DITCH
2GIB-NSS
RETAIN
SEE DETAIL G
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
REMOVE EX. 18" CMP
w/ FLOWABLE FILLPLUG & FILLREMOVE
2GIB-NSF
15
" RCP
-III SEE DETAIL H
W/ CL I RIPRAP
TOE PROTECTION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
PPES
W/5 SY GEOTEXTILE
1 TONS CL B RIPRAP
LINE CUT/FILL TRANSITION
SEE DETAIL Z
BASE DITCH
SP. CUT 4'
SEE DETAIL G
W/ CL B RIPRAP
LATERAL 4' BASE DITCH 15" RCP-III 15"
Q10=15.8 cfs
V10=1.04 ft/s
SEE DETAIL G
W/ CL B RIPRAP
BASE DITCH
LATERAL 4'
36" RCP-IV36" RCP-IV
36" RCP-IV
(BURIED 0.6')
36" RCP-III
HW
SEE DETAIL SHT 2D-2
INLET IMPROVEMENTS
GOLD BRANCH
SEE DETAIL SHT 2D-2
OUTLET IMPROVEMENTS
GOLD BRANCH
GEOTEXTILE
W/28 SY
CL B RIPRAP
11 TONS
4OTCB
REMOVE JB
JB w/MH
FILL
W/ FLOWABLE
PLUG & FILL
P
P
EX. 30" CMP
REMOVE 10'36" RCP-III15" RCP-IV
(BURIED 0.9')
54" RCP-III
SEE DETAIL D
W/ CL I RIPRAP
CHANGE
CHANNEL
SEE DETAIL D
W/ CL I RIPRAP
CHANGE
CHANNEL
SEE DETAIL AI
ON BANKS ONLY
CL B RIPRAP
BANK STABILIZATION
REMOVE 2 ELBOWS36" w/REMOVE HW
DETAIL AND PAY ITEM
PLANS FOR
SEE STRUCTURES
SP. DET. HW(BACKFILL W/ NATIVE MATERIAL)8' x 9' RCBCSEE DETAIL D
W/ CL I RIPRAP
CHANGE
CHANNEL (BACKFILL W/ NATIVE MATERIAL)8' x 9' RCBC1313(BACKFILL W/ NATIVE MATERIAL)8' x 9' RCBCOO2GIB-NSF
6.0%
2GIB-NSF
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 34 OF 50
PERMIT DRAWING
P P
(POND)
SURFACE WATER
DENOTES IMPACTS IN
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
WETLAND
DENOTES FILL INFF
Submitted 9/27/2023
-L_DET3
-.03.02F
RETAIN60" TEMPUS19/129 BLAIRSVILLE HWY
26' PAVED ROADWAYAZALEA LN (PVT) GRGR
EMERALD DOWNS DR (PVT) ASPHALT
GR
GR
GR
GOLDFIELD RD(PVT) GRUS19/129 BLAIRSVILLE HWY
26' PAVED ROADWAY
WALL
RETAINING
7" WD
72" WD
72" CHL
GR
1SBKD
CONC
1SFD
72" CHLBUS1SMTL
BUS
1SMTL
LP
LP
LP
LP
BUS
1SMTL
BUS
1SMTL
BUS
1SMTL
RETAINING WALL
7" WD
BOLLARD
SECURITY KEYPAD
BOLLARD
BOLLARD
BOLLARD
BOLLARD
BOLLARD
BOLLARD
72" CHL
BOLLARD
SECURITY KEYPAD
BOLLARD
BOLLARD
BOLLARD
BOLLARD
BOLLARD
BOLLARD
GR
KEYPAD
SECURITY
MOTOR
GATE
BUS1SMTL
BOLLARD
WOODS
WOODS
WOODS
WOODS
S
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGNS
SIGNS
T
T
T
TT
T
Frontier Communications of America Inc.N 85°26'48" W94.90'N 77°27'52" W72.80'N 08°29'12" E
140.37'
N 67°15'44" W
27.13'N 60°10'03" W
52.02'
N 50°27'29" W
67.33'
N 43°31'26" W
56.11'
N 50°03'44" W
101.24'
N 63°35'08" W
33.65'
N 72°22'41" W
43.39'N 79°07'25" W60.63'N
3
5
°
5
9'
5
3
" E2
4
6.
9
3'N 64°28'30" W250.17'S 34°03'00" E
100.00'N 88°05'00" W351.33'EIP
S 39°50'29" E
100.88'N 65°33'12" E206.84' TOTAL0.73' R/W TO EIPEIP
N 64°40'06" EN 86°38'02" E57.11'N
2
8°15'0
2"
E
2
8
4.0
6'225.75' R/W TO COR2.07' EIP TO R/WN 82°44'39" W354.22'
S
3
3
°
3
7'
1
6
" W9
8
.
4
4'
S
3
3
°
3
7'
1
6
" W6
4
.
8
8'S 53°13'16" W165.77'
EIPN 62°58'16" EN 11°22'44"
W26
6.23'
N 74°18'44" W
22.49'
151.89'
N 55°31'04" W
125.97'
N 35°53'01" W
82.18'S 62°58'56" W266.92'N 55°00'10" E68.32'N 74°36'04" W
266.08'
N
21°48'04
" W
61
.42'153.97' COR TO R/W0.28' R/W TO EIPN 11°24'04"
W
40.05'
EIP N 61°09'41" EN 13°44'56" E126.92'190.86' TOTAL1.19' EIP TO R/WN 27°18'13" W
221.17'S 39°05'32" W12
7.
6
8'
S 26°53'36" E
42.39'S 61°00'32" W78.81'100.00'
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
POSSIBLE FOUNDATION
SIGN
TANK
SEPTIC
DRAIN LINE
TANK
SEPTIC
DRAIN LINES
PER OWNERNO SEPTIC SYSTEM
GATE LOCKED
ACCESS FOR SEPTIC
COULD NOT
N 64°33'45" E
19.66'
N 43°31'26" W
56.11'
N 50°27'29" W
N 43°31'26" W
N 50°03'44" W
101.24'
N 63°35'08" W
WALL
RETAINING
7" WD
36" CMP
18" CMP
15" CMP
15" CMP
DI60" CMP30" C
MP
15" CMP
15" CMP
CMP JB
CON
C
HW INV=1678.98'
INV=1675.39'
INV OUT=1661.42'INV IN=1661.93'
INV IN=1655.56' (NE)
INV OUT=1655.52' (SE)
INV IN=1667.48' ((NW)
INV=1632
.39'
INV=1632
.89
'1648
.83
'
INV=
CON
C
HW
INV=1632
.89
'18" CMP
60" CMPINV=1632
.39
'
1
6
3
2
163216321634163416
3
4
16341636163616
3
6
1636
16361638
163816
38
163816381638164216421
6
4
2
16421642164216421642164416441644
16441644164416441644 164616461646164616461646164616481648164
8
164816481648164816481648 16521652165
216
52
16521652165216521652
16521
6
5
2
1654165416541
6
5
41654
16541654165416541656165616
56
165616
561656165616561656165
6 165816581
6
5
81658
1658
165816581658
1662166216621662166216621664166416641664166
4
1664
166616661666166616
6
6
16681668166816681668
1668
16721672167216721672167
2
1
6
7
2
1672
16741674167416741
6
7
41674
167416761676167616761676167616761676
1676
167
6
1676167616781678167816781
6
7
8
16
781678
16781682168216821
6
8
2
168
21682
1684168416841684
16
8
4
16841684
16841686168616861686
1
6
8
6
16
86
1688168816881688 16881688
16881688
168816921692 1692169
2
1692169216941694169416941694
1696169616961696 1696169616961698169816981698 169816981698170217021702 17021702170217041704
1704170417
0
4
170617061706
1708170817081708170817
0
8
171217121712
1714
1714
171
4
17141716 1716171
6
17181718
172217
2
2
1
7
2
2 1722172
4
17
2
4
1724172417261726
172
6
172817
2
8 1728173217341642164416341636
16381638164216421642164416461646164816
3
8
16421646163216321634163416361636
1630164016401640164
0
16
40
1640
1640
1640 164016401650165016501
6
5
0
1650165016
5016501650165016501660
1660166016601660 16
6
01660 16601660166
016601
6
6
0
1660167016701670 167016701670
167016701670
168016801680168016801680 168016801680168016
80 168016901690169016
9
0
1690 16901690
1
6
9
0
1690
170017001700170017001700
17
0
0
1
7
0
0
17101710171
0 171017101710171017201720
172
0
172
0
1720 1720173017301730
16401640
16
40
1640 1640Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
POND
SJ
SK
WG
SL
SJ
SJ
PD
POND
F
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\R5861_Hyd_prm_wet_psh13_con.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861 13
NAD
83/ 2
0
11
MATCHLINE -L- STA. 126+00 SEE SHEET 12MATCHLINE -L- STA. 139+00 SEE SHEET 14www.rkk.com
Engineers | Construction Managers | Planners | Scientists
1
0
+
0
0
10+00-L_DET3-
130+00
135+00
C
CC
C
C
C
F
C
F
F
CC
F
F
C
C
F C
C
F
C
CF
F
F
F
C
C
FFF F
F
F
F
F
FFFF
SITE 20A
SITE 22
SITE 21
SITE 20B
SITE 20C
SITE 20CF
F
F
CFFSITE 20A
F
INSET A
SEE INSET ASEE INSET B
SEE INSET C
SEE INSET D
INSET B
INSET D
ENGLISH
25 50 100050
SCALE
025 25 50
0 25
SCALE FOR INSET A
SCALE FOR INSET B-D
12.512.5
INSET C
*NOTE: TEMPORARY DETOUR DESIGN IN GREY
SEE DETAIL D
W/ CL I RIPRAP
CHANGE
CHANNEL
(NOT BURIED)
48" RCP-IV
REMOVE
REMOVE
2GIB-NSS
2GIA-NSF
2GIA-NSF
RETAIN
2GIA-NSF FS
RETAIN DI
SEE DETAIL B
LATERAL V DITCH
2GIB-NSS
RETAIN
SEE DETAIL G
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
REMOVE EX. 18" CMP
w/ FLOWABLE FILLPLUG & FILLREMOVE
2GIB-NSF
15
" RCP
-III SEE DETAIL H
W/ CL I RIPRAP
TOE PROTECTION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
PPES
W/5 SY GEOTEXTILE
1 TONS CL B RIPRAP
LINE CUT/FILL TRANSITION
SEE DETAIL Z
BASE DITCH
SP. CUT 4'
SEE DETAIL G
W/ CL B RIPRAP
LATERAL 4' BASE DITCH 15" RCP-III 15"
Q10=15.8 cfs
V10=1.04 ft/s
SEE DETAIL G
W/ CL B RIPRAP
BASE DITCH
LATERAL 4'
36" RCP-IV36" RCP-IV
36" RCP-IV
(BURIED 0.6')
36" RCP-III
HW
SEE DETAIL SHT 2D-2
INLET IMPROVEMENTS
GOLD BRANCH
SEE DETAIL SHT 2D-2
OUTLET IMPROVEMENTS
GOLD BRANCH
GEOTEXTILE
W/28 SY
CL B RIPRAP
11 TONS
4OTCB
REMOVE JB
JB w/MH
FILL
W/ FLOWABLE
PLUG & FILL
P
P
EX. 30" CMP
REMOVE 10'36" RCP-III15" RCP-IV
(BURIED 0.9')
54" RCP-III
SEE DETAIL D
W/ CL I RIPRAP
CHANGE
CHANNEL
SEE DETAIL D
W/ CL I RIPRAP
CHANGE
CHANNEL
SEE DETAIL AI
ON BANKS ONLY
CL B RIPRAP
BANK STABILIZATION
REMOVE 2 ELBOWS36" w/REMOVE HW
DETAIL AND PAY ITEM
PLANS FOR
SEE STRUCTURES
SP. DET. HW(BACKFILL W/ NATIVE MATERIAL)8' x 9' RCBCSEE DETAIL D
W/ CL I RIPRAP
CHANGE
CHANNEL (BACKFILL W/ NATIVE MATERIAL)8' x 9' RCBC1313(BACKFILL W/ NATIVE MATERIAL)8' x 9' RCBCOO2GIB-NSF
6.0%
2GIB-NSF
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 35 OF 50
PERMIT DRAWING
P P
(POND)
SURFACE WATER
DENOTES IMPACTS IN
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
WETLAND
DENOTES FILL INFF
Submitted 9/27/2023
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.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861
8/17/995/25/2023R:\Hydraulics\PERMITS_Environmental\Drawings\R5861_Hyd_prm_wet_13_PIPEPFL.dgnaburke5/14/99ENGLISH
050100 50150200 100 150 200250300 250
1620
1640
1720
1625
1630
1635
1645
1650
1655
1725
1730
1735
(length=142')
PROPOSED 8'X9' RCBC (BURIED 1.0')
-L- STA. 127+65
SITE 20 & 21
1620
1640
1720
1625
1630
1635
1645
1650
1655
1725
1730
1735
BURY INVERT 1'
SEE DETAIL AT RIGHT
END OF CULVERT (TYP.)
SILL INSET 1' FROM
PROPOSED STREAMBED
BURY INVERT 1'
0.63%
L
INV.=1631.3'
CULVERT CENTERLINE
EXISTING GROUND ALONG(2:1 NORMAL)2.0:1(
2:
1 NORMAL)
2.
0:
1
TO SR 1583REMOVE EXISTING 60" CMP
SEE DETAILS AT RIGHT)(
BAFFLES
WSE. = 1634.2'
NWS (SURVEYED 11/8/17)
O
SKEW = 94
8' x 9' RCBC
G.P. ELEV.=1664.6'
C STA. 127+65 -L-
WSE. = 1642.0'
100Q
WSE. = 1641.3'
50Q
6" TOP BEVEL
SHEET 36 OF 50
PERMIT DRAWING
Submitted 5/26/2023
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.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861
8/17/995/25/2023R:\Hydraulics\PERMITS_Environmental\Drawings\R5861_Hyd_prm_wet_13A_PIPEPFL_Y9.dgnaburke5/14/99ENGLISH
050100 50150200 100 150 200250300 250
1645
-Y9- STA. 13+00
SITE 20
(length=56')
PROPOSED 54" RCP-III (BURIED 0.9') + 48" RCP-IV (NOT BURIED)
1635
1640
1637.5
1642.5
1647.5
1650
1632.5 1632.5
1635
1637.5
1640
1642.5
1645
1647.5
1650
(NORMAL)2:1
CL
SKEW=0
-Y9- STA. 13+00
=1638.80'
NWS
CHANGE
PROPOSED CHANNEL
CHANGE
PROPOSED CHANNEL
ELEVATION=1636.0'
PROPOSED LOW FLOW INVERT
INVERT ELEVATION=1633.5'
PROPOSED LOW FLOW OUTLET
4
8
" RC
P
-IV
INLET ELEVATION=1637.9'
PROPOSED HIGH FLOW
ELEVATION=1635.4'
PROPOSED OUTLET
1.0' BENCH
1.0' BENCH
54
" RC
P
-III (BUR
IED
0
.9')S
=
4
.
4%
SHEET 37 OF 50
PERMIT DRAWING
GROUND
EXISTING
Submitted 5/26/2023
-EL-
-EY7-
GR
(PVT) GR
LONGRIDGE RD
GR
18' PAVED ROADWAY
SR 1667 TAYLOR HENSEN RD
GR
ASPHALT
ASP
HALT
ASPHALT
26' PAVED
ROADWAY
US19
/129
BLA
IRSV
ILLE
HWY
GR
GR
GR
LP
LP
BUS
1SMTL
BUS
1SMTL
BUS
1SMTL BUS
1SMTL
BOLLARD
72" CHL
MOTOR
GATE
KEYPAD
SECURITY
BOLLARD
BOLLARD
1SFD
BUS
1SF
LP
W/3SBW72" CHL
1BLKBUS
HTR
KEYPAD
SECURITY
MOTOR
GATE
BOLLARD
STUB
POWER
LP
48" WD
48" WW
POLE
GUYMTL
MTL
GA
ZE
BO
GA
RAG
E
2SFBKD
ABANDON
ED
60" WIRE
WOODS
WOODS WOODS
WOOD
S
WOOD
S SSIGN
SIGN
SIGN
SIGNS
SIGN
T
T
THHHH HHBLUE RIDGE MOUNTIAN
EMS
RAI
L60" SPLI
Tof America Inc.
Frontier Communications
PORT
CAR
PORT
CAR
10' ROAD EASEMENTEIP
S 54°45'43" W402.57' COR TO R/W3.19' R/W TO EIPEIP
N 84°01'58" W
469.78'N 84°01'58" W137.21'N 73°01'58" W
91.97'
S 08°3
1'2
1" WS
2
3
°
0
9'
0
2
" W2
8
.42'N 58°07'02" E328.35'S 26°53'36" ES 61°00'32" W78.81'N
15°39'28
" W140.26'N 0
4°0
2'32" E
4
6.2
6'N 40°17'32" E77.24'EIP
S 0
6°4
8'5
4" W9
3
2.04' T
OT
AL
8.9
6' R.W
T
O
EIP
N 09°2
1'5
6
" E
7
2.2
4'N
2
3
°
4
2'
5
1
" E69.
1
9'N 30°46'07" E31.54'
N 46°40'15" W
44.76'
N 51°55'15" W
69.23'
N 06°4
5'4
5" E
46.65'S 88°08'45" E18.95'N
2
3
°
4
3'
0
2
" E35.16'N 23
°43'02" E368.
5
8'
EXISTING R/W
EXISTING R/W
EXIST
ING
R
/W
EX
IST
ING
R
/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EX
IST
ING
R
/W
T
O
R/W4
5.76' C
O
R
T
O
EIP
1.20'
R/W-EY7-18' PAV
ED ROA
D
W
AYSR 1667 TAY
LO
R
H
EN
SEN RD
N 24°
0
4'02
" EDRAIN LINE
DRAIN LINE
DRAIN LINE N 21°03'28" W257.54'N 23°28'31"
W86.31'
N
37
°03'31" W35
.28
'
W
MAINTAINED R/W
MON
R/W
EXISTING R/WMON
R/W
MTL
WOODS vv
15" CMP
18
" CM
P
TOP=1682.69'
DI 18" CMP36" CMP30" CMP3
0" CMP18" CMP12" RCP
CON
C
HWCONC HW
INACCESSIBLE DURING SURVEYINV OUT=1677.81'
INV=1668.50'
INV=1657.20'
INV=1655.73'INV
=1653.66'INV
=
1697
.16'INV
=1699.71'
INV=1655.32'
3
0
" CMP3
0
" CMPCONC 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]GO
L
D
B
R
ANC
HSM
SM
SM
SMSM2
SM
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\R5861_Hyd_prm_wet_psh14.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861 14
N
A
D
83/ 20
1
1
MATCHLINE -L- STA. 139+00 SEE SHEET 13MATCHLINE -L- STA. 152+00 SEE SHEET 15www.rkk.com
Engineers | Construction Managers | Planners | Scientists
10+00
-L_DET4-
140+00 145+00
150
+00
1
0
+0
0
10+00
10+0010+00
C
C
F
F
C
F
F
F
F
F
C
C
C
C
F
F
F
FF
F
C
C
C
C
F
F
FC
C
F
F
F
C
FC
FC
C
CC
F
C
C
F
F
SITE 23A
SITE 23B
SITE 23C
SITE 23D
SITE 29
SITE 23C
SEE INSET C
INSET D
INSET A
SEE INSET D
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
SEE INSET B
SEE INSET A
INSET B
INSET CRETAINSEE DETAIL C
SP. LAT. V DITCH
SEE DETAIL A
SPECIAL CUT DITCH
2GIB-NSF
2GIB-NSS
REMOVEJB w/MH
HW
15" RCP-III
FS 2GIB-NSS
W/7 SY GEOTEXTILE
2 TONS CL B RIPRAP
RCP-III
15"
JB w/MH
W/ FLOWABLE FILLPLUG & FILL15" RCP-III
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
GRADE TO DRAIN
4OTCB
REMOVE
2GIB-NSS
JB w/MH
P
P
HW
FS
FS
R
EM
OV
E
2GIB-NSS
SEE DETAIL C
SP. LAT. V DITCH
2GIA-NSF
SP. DET.
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL J
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
FILL
W/ FLOWABLE
PLUG & FILL
W/ FLOWABLE FILLPLUG & FILLDETAIL B
DITCH SEE
LATERAL V
DETAIL A
DITCH SEE
SPECIAL CUT
(NO
T
BUR
IED
)2
4
" RC
P
-IIIDETAIL A
DITCH SEE
SP. CUT
2GIB-NSS
(BURIED 1.0')
60" RCP-III
(BURIED 1.0')
72" RCP-III
(BURIED 1.0')
72" RCP-III
(BURIED 1.0')72" RCP-III15" RCP-III 15" RCP-III 18" RCP-III REMOVE DI
P
P
NSS
2GIB-W/ FLOWABLE FILLPLUG & FILLw/MH
JB
SEE DETAIL AG
WITH RIFFLES
STREAM STABILIZATION
AS NECESSARY
EXISTING DRIVEWAY
GRADE TO DRAIN
18
" RC
P
-III w/MH
TB JB
REMOVE
SEE DETAIL AH
ON BANKS ONLY
CL I RIPRAP
BANK STABILIZATION
SEE DETAIL AH
W/ CL I RIPRAP
STABILIZATION
BANK
2 ELBOWS15
" w/
2 ELBOWS
24" w/2 ELBOWS18" w/REMOVE HW REM
OVE HW
SEE DETAIL R
W/ CL I RIPRAP
STD BASE DITCH
P
HW
(BURIED 1.0')
72" RCP-III
2 ELBOWS
24" w/
(BURIED 1.0')
72" RCP-III
2 ELBOWS
24" w/
w/MH
TB JB
w/MH
TB JB
2GIB-NSF
HW
15" RCP-III
P
(BURIED 1.0')
60" RCP-III
(BURIED 1.0')
72" RCP-III(BURIED 1.0')72" RCP-III2GIB-NSF
HW
15" RCP-III
P
(BURIED 1.0')
60" RCP-III
(BURIED 1.0')
72" RCP-III(BURIED 1.0')72" RCP-IIIS S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 38 OF 50
PERMIT DRAWING
Submitted 9/27/2023
-EL-
-EY7-
GR
LONGRIDGE RD
(PVT) GR
GR
SR 1667 TAYLOR HENSEN RD
18' PAVED ROADWAY
GR
ASPHALT
ASP
HALT
ASPHALT
US19
/129
BLA
IRSV
ILLE
HWY
26' PAVED
ROADWAY
GR
GR
GR
LP
LP
BUS
1SMTL
BUS
1SMTL
BUS
1SMTL BUS
1SMTL
BOLLARD
72" CHL
MOTOR
GATE
KEYPAD
SECURITY
BOLLARD
BOLLARD
1SFD
BUS
1SF
LP
W/3SBW72" CHL
1BLKBUS
HTR
KEYPAD
SECURITY
MOTOR
GATE
BOLLARD
STUB
POWER
LP
48" WD
48" WW
POLE
GUYMTL
MTL
GA
ZE
BO
GA
RAG
E
2SFBKD
ABANDON
ED
60" WIRE
WOODS
WOODS WOODS
WOOD
S
WOOD
S SSIGN
SIGN
SIGN
SIGNS
SIGN
T
T
THHHH HHBLUE RIDGE MOUNTIAN
EMS
RAI
L60" SPLI
Tof America Inc.
Frontier Communications
PORT
CAR
PORT
CAR
10' ROAD EASEMENTEIP
S 54°45'43" W402.57' COR TO R/W3.19' R/W TO EIPEIP
N 84°01'58" W
469.78'N 84°01'58" W137.21'N 73°01'58" W
91.97'
S 08°3
1'2
1" WS
2
3
°
0
9'
0
2
" W2
8
.42'N 58°07'02" E328.35'S 26°53'36" ES 61°00'32" W78.81'N
15°39'28
" W140.26'N 0
4°0
2'32" E
4
6.2
6'N 40°17'32" E77.24'EIP
S 0
6°4
8'5
4" W9
3
2.04' T
OT
AL
8.9
6' R.W
T
O
EIP
N 09°2
1'5
6
" E
7
2.2
4'N
2
3
°
4
2'
5
1
" E69.
1
9'N 30°46'07" E31.54'
N 46°40'15" W
44.76'
N 51°55'15" W
69.23'
N 06°4
5'4
5" E
46.65'S 88°08'45" E18.95'N
2
3
°
4
3'
0
2
" E35.16'N 23
°43'02" E368.
5
8'
EXISTING R/W
EXISTING R/W
EXIST
ING
R
/W
EX
IST
ING
R
/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EX
IST
ING
R
/W
T
O
R/W4
5.76' C
O
R
T
O
EIP
1.20'
R/W-EY7-SR 1667 TAY
LO
R
H
EN
SEN RD18' PAV
ED ROA
D
W
AY
N 24°
0
4'02
" EDRAIN LINE
DRAIN LINE
DRAIN LINE N 21°03'28" W257.54'N 23°28'31"
W86.31'
N
37
°03'31" W35
.28
'
W
MAINTAINED R/W
MON
R/W
EXISTING R/WMON
R/W
MTL
WOODS vv
15" CMP
18
" CM
P
TOP=1682.69'
DI 18" CMP36" CMP30" CMP3
0" CMP18" CMP12" RCP
CON
C
HWCONC HW
INACCESSIBLE DURING SURVEYINV OUT=1677.81'
INV=1668.50'
INV=1657.20'
INV=1655.73'INV
=1653.66'INV
=
1697
.16'INV
=1699.71'
INV=1655.32'
3
0
" CMP3
0
" CMPCONC HW 164416461
6
4
6
16481648
1648
1652165216
5
2
1652
1652165416541654165416541656
165616561656
165616581658165816581658
1658165816621662166216621662166216
62
166216621664166416641664166416
6
4
1664
16641
6
6
41666166616661666 16661666166
6
1666
166
6
166616661666 1666166816681668166816681
6
6
8
1668
166816681668
16681672167216721672 16721672167
2
1672167216
72167216741674167416741
6
74167416741674
1674
167416741674
1674
167416761676167616761676167616761676167
61676 167616761
6
7
6
167
6
1678167816781678
1678167816781
6
7
8
1678 167816781678
1682168216821682168216821
6
8
2 16821682168216821682168216841684168416841684168416841684168416841684 1684168416841686
168616861686
16861686168616
8
61686 16861688168816881688 168816881
6
8
8 168816881688
16 8 8 168816921692169216921692169216
9
2 1692169216921694169416941
6
9
4 169416941694169416941694
16941694169416961696169616
9
6 169616961696169616961698169816981698169
81698 16981698170217021702170217021702170
4 17041704170417041704
17061706170617061
70
6 170617061708170817081
7
0
8 1708170817121712171217121712171417141714171417141
7
1
41714
171617161716171617
16
1718171817181722172217221722172417
2
4
172617
26
1728173417381742174616
6
81656165816581662166416661666
16681668
16721676
16
7
81650165016501
6
5
01660
1660166016601660166016601660
1660
1660 166016701670167016701670167016701670167016701670
1670
167016701670
167
0 167016801680168016801680168016801680168016801680168016
8
0168016
8
0 16801680168016801680
1680
16901690169016901690169
01690 169016901
6
9
0 1690169016901690170017001
7
0
0
1700
1700170017001700170017001700 170017001710171017
1
01710 171017101710 17101710172017201720172017301740167016701660
1670
1670
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]GO
L
D
B
R
ANC
HSM
SM
SM
SMSM2
SM
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\R5861_Hyd_prm_wet_psh14_con.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861 14
N
A
D
83/ 20
1
1
MATCHLINE -L- STA. 139+00 SEE SHEET 13MATCHLINE -L- STA. 152+00 SEE SHEET 15www.rkk.com
Engineers | Construction Managers | Planners | Scientists
10+00
-L_DET4-
140+00 145+00
150
+00
1
0
+0
0
10+00
10+0010+00
C
C
F
F
C
F
F
F
F
F
C
C
C
C
F
F
F
FF
F
C
C
C
C
F
F
FC
C
F
F
F
C
FC
FC
C
CC
F
C
C
F
F
SITE 23A
SITE 23B
SITE 23C
SITE 23D
SITE 29
SITE 23C
SEE INSET C
INSET D
INSET A
SEE INSET D
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
SEE INSET B
SEE INSET A
INSET B
INSET CRETAINSEE DETAIL C
SP. LAT. V DITCH
SEE DETAIL A
SPECIAL CUT DITCH
2GIB-NSF
2GIB-NSS
REMOVEJB w/MH
HW
15" RCP-III
FS 2GIB-NSS
W/7 SY GEOTEXTILE
2 TONS CL B RIPRAP
RCP-III
15"
JB w/MH
W/ FLOWABLE FILLPLUG & FILL15" RCP-III
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
GRADE TO DRAIN
4OTCB
REMOVE
2GIB-NSS
JB w/MH
P
P
HW
FS
FS
R
EM
OV
E
2GIB-NSS
SEE DETAIL C
SP. LAT. V DITCH
2GIA-NSF
SP. DET.
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL J
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
FILL
W/ FLOWABLE
PLUG & FILL
W/ FLOWABLE FILLPLUG & FILLDETAIL B
DITCH SEE
LATERAL V
DETAIL A
DITCH SEE
SPECIAL CUT
(NO
T
BUR
IED
)2
4
" RC
P
-IIIDETAIL A
DITCH SEE
SP. CUT
2GIB-NSS
(BURIED 1.0')
60" RCP-III
(BURIED 1.0')
72" RCP-III
(BURIED 1.0')
72" RCP-III
(BURIED 1.0')72" RCP-III15" RCP-III 15" RCP-III 18" RCP-III REMOVE DI
P
P
NSS
2GIB-W/ FLOWABLE FILLPLUG & FILLw/MH
JB
SEE DETAIL AG
WITH RIFFLES
STREAM STABILIZATION
AS NECESSARY
EXISTING DRIVEWAY
GRADE TO DRAIN
18
" RC
P
-III w/MH
TB JB
REMOVE
SEE DETAIL AH
ON BANKS ONLY
CL I RIPRAP
BANK STABILIZATION
SEE DETAIL AH
W/ CL I RIPRAP
STABILIZATION
BANK
2 ELBOWS15
" w/
2 ELBOWS
24" w/2 ELBOWS18" w/REMOVE HW REM
OVE HW
SEE DETAIL R
W/ CL I RIPRAP
STD BASE DITCH
P
HW
(BURIED 1.0')
72" RCP-III
2 ELBOWS
24" w/
(BURIED 1.0')
72" RCP-III
2 ELBOWS
24" w/
w/MH
TB JB
w/MH
TB JB
2GIB-NSF
HW
15" RCP-III
P
(BURIED 1.0')
60" RCP-III
(BURIED 1.0')
72" RCP-III(BURIED 1.0')72" RCP-III2GIB-NSF
HW
15" RCP-III
P
(BURIED 1.0')
60" RCP-III
(BURIED 1.0')
72" RCP-III(BURIED 1.0')72" RCP-IIIS S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 39 OF 50
PERMIT DRAWING
Submitted 9/27/2023
Responsive People | Creative Solutions
www.rkk.com
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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.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861
8/17/995/25/2023R:\Hydraulics\PERMITS_Environmental\Drawings\R5861_Hyd_prm_wet_14_PIPEPFL.dgnaburke5/14/99ENGLISH
050100 50150200 100 150 200250300 250
1635
1655
1675
1640
1645
1650
1660
1665
1670
1680
1685
1690
(length=201')
PROPOSED 72" RCP-III (BURIED 1.0')
-L- STA. 145+50
SITE 23
1635
1655
1675
1640
1645
1650
1660
1665
1670
1680
1685
1690
CL
(NORMAL)
2:
1 (NORMAL)2:1 SKEW=0
-L- STA. 145+50
=1661.31'
NWS
S=3
.4%
ELEVATION=1658.5'
PROPOSED INLET
ELEVATION=1652.0'
PROPOSED OUTLETJUNCTION BOX
JUNCTION BOX
2GI
(BUR
IED
1
.0
')
72
" RCP
-
III
SHEET 40 OF 50
PERMIT DRAWING
GROUND
EXISTING
Submitted 5/26/2023
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.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861
8/17/999/26/2023R:\Hydraulics\PERMITS_Environmental\Drawings\R5861_Hyd_prm_wet_14A_PIPEPFL_DR19.dgnaburke5/14/99ENGLISH
050100 50150200 100 150 200250300 250
1660
1655
1650
1645
1665
1670
1675
1680
1685
1690
1695
1700
1660
1655
1650
1645
1665
1670
1675
1680
1685
1690
1695
1700
-DR19- STA. 11+17
SITE 23
(length=66')
PROPOSED 60" RCP-III (BURIED 1.0')
CL
(NORMAL)2:1 (NORMAL)2:1 SKEW=6
-DR19- STA. 11+17
=1667.50'
NWS
CHANGE
PROPOSED CHANNEL
ELEVATION=1666.0'
PROPOSED INLET
ELEVATION=1664.5'
PROPOSED OUTLET
S=2.3%
(BURIED 1.0
')
60" RCP-III
SHEET 41 OF 50
PERMIT DRAWING
GROUND
EXISTING
Submitted 9/27/2023
-EL-
GR
ASPHALT
ASPHALTGR
GR GR
18.5' PAVED ROADWAY
SR 1667 TAYLOR HENSEN RD
GR
60" WIRE
48" BW1SBKD 48" BWBARN
60" WIRE
BARN
BARN
1SBKD
GARAGE
MTL
SOIL
1SBKD
GARAGE
2
4" MT
L
BARN
BARN
GR
2.5SFBKD
GR
MTL
GR
2.5SFBKD
WD DECK
2SFBKD
TRAILER
ABANDONED
GARAGE
GARAGE
1SBKD
WELL
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
S
S
W
W
T
T
T
T
T
T
Frontier Communications of America Inc.N 06°39'34" E17
4.23'
RUN OF CREEKPROPERTY LINE IS
RUN OF CREEKPROPERTY LINE IS
RUN OF CREEKPROPERTY LINE IS
RUN OF CREEKPROPERTY LINE ISS 53°13'16" W179.28'N
0
6°39'34" E39
7.46'S 85°51'59" E206.88'S 66°06'26" W331.81'EIP
EIP S 53°10'58" W135.31'N 54°10'58" E90.28'
N 51°36'31" W
200.64'N
4
1
°
0
7'
1
0
" E1
5
5.
5
8'
N 45°19'02" W
215.80'N 58°57'11" E273.44'
R/W MON
S 25°40'11" E
91.41'100.00'EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
S 53°08'09" E
51.95'S 72°01'53" W140.36'S 28°34'07" E
145.90'S 58°22'53" W157.67'
N 75°53'53" E
5.00'S 74°36'53" W208.86'S 62°33'07" E
34.72'
STRUCTURE
BLOCK
CINDER
WOODS
N
06°47'11" E-EY8-
-EY8-
5
0.00'
7.55'EIP
W
60" WW
60" WW60" WW
GR
1SFD
WD POSTSWD POSTS
EXISTING R/W
EXISTING R/W
FIND SEPTIC TANKCOULD NOT
CANNOT GPRPOSSIBLE SEPTIC
TANK
SEPTIC
DRAIN LINES
TANK
SEPTIC
DRAIN LINES
TANK
SEPTIC
DRAIN LINES
TANK
SEPTICDRAIN LINE
CANNO
T GPR
SEPTIC NOT FOUND
CANNO
T GPR
SEPTIC NOT FOUND
TANKSEPTIC
DRAIN FIELD
EIP
EIP
S
3
4
°3
3'14
" W3
4
7
.5
9'
S 12°57'35" W396.86'
N 23°54'13" W
50.43'
N 21°03'28" W
257.54'N 58°23'14" E162.93'N 58°23'14" E75.76'
N 35°21'46" W
123.37'S 57°53'14" W150.61'
S 29°47'42" E
121.85'N 50°08'14" E92.17'
S 29°47'42" E
137.15'
S 29°47'42" E
100.23'
S 53°47'42" E
129.92'S 46°00'19" W143.94'N 82°59'41" W49.62'S 70°00'19" W82.70'S 46°00'19" W66.16'W
1SFDABANDONED
12" RCP
18" CPP
15" CMP
18" CMP18" CMP18" CMPCMP JB
(CONC LID)LOCATE INVERTUNABLE TOCMP JB
18" CM
P18" CMPHHResponsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
SM
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\R5861_Hyd_prm_wet_psh15.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861 15
NAD 83/ 2011MATCHLINE -L- STA. 152+00 SEE SHEET 14MATCHLINE -L- STA. 166+00 SEE SHEET 16MATCHLI
NE -Y10B- STA. 16+00 SEE SHEET 21www.rkk.com
Engineers | Construction Managers | Planners | Scientists
CC
CF
F
F
F
C
F
F
C
C
F
F
C
C
F F
F
F
C
F
C
C
C
C
C
F
C
C
CF
F
C
F
C
FFFF
C
FCF
C C
SITE 24
C
F
SEE INSET A
INSET A
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
SEE DETAIL B
LATERAL V DITCH
SEE DETAIL A
SPECIAL CUT DITCH
2GIB-NSF
2GIB-NSF
2GIB-NSSFS2GIB-NSS15"
REMOVE
15"
15"
REMOVE
W/ FLOWABLE FILLPLUG & FILLGRADE TO DRAIN
JB w/MH
FILLW/ FLOWABLEPLUG & FILL15" RCP-III RCP-III 15"
RCP-III
18"
2GIB-NSS
18" RCP-III PPES
PPES
w/MH
JB
2GIB-NSF
PPES
W/ FLOWABLE FILLPLUG & FILL2 ELBOWS
18" CSP
SEE DETAIL A
SPECIAL CUT DITCH
SEE DETAIL B
LATERAL V DITCH
SEE DETAIL D
W/ CL I RIPRAP
CHANNEL CHANGE
SEE DETAIL AA
CHANNEL BLOCK
SEE DETAIL A
SPECIAL CUT DITCH
SEE DETAIL E
W/ CL B RIPRAP
LATERAL V DITCH
NSS
2GIB-
SEE DETAIL E
W/ CL B RIPRAP
LATERAL V DITCH
SEE DETAIL O
W/ CL B RIPRAP
SPECIAL CUT DITCH
SEE DETAIL O
W/ CL B RIPRAP
SPECIAL CUT DITCH
R
ET
A
IN
RETAI
N18" RCP-III
15" RCP-III
SEE DETAIL O
W/ CL B RIPRAP
SP. CUT DITCH
30" RCP-III (BURIED 0.5')
HW
15" PPES
18" RCP-III
18" RCP-III 18" RCP-III
SEE DETAIL AH
ON BANKS ONLY
CL I RIPRAP
BANK STABILIZATION
SEE DETAIL AA
CHANNEL BLOCK
30" RCP-III (BURIED 0.5')
SEE DETAIL AA
CHANNEL BLOCK
30" RCP-III (BURIED 0.5')
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 42 OF 50
PERMIT DRAWING
Submitted 7/10/2023
-EL-
GR
ASPHALT
ASPHALTGR
GR GR
SR 1667 TAYLOR HENSEN RD
GR
60" WIRE
48" BW1SBKD 48" BWBARN
60" WIRE
BARN
BARN
1SBKD
GARAGE
MTL
SOIL
1SBKD
GARAGE
2
4" MT
L
BARN
BARN
GR
2.5SFBKD
GR
MTL
GR
2.5SFBKD
WD DECK
2SFBKD
TRAILER
ABANDONED
GARAGE
GARAGE
1SBKD
WELL
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
S
S
W
W
T
T
T
T
T
T
Frontier Communications of America Inc.N 06°39'34" E17
4.23'
RUN OF CREEKPROPERTY LINE IS
RUN OF CREEKPROPERTY LINE IS
RUN OF CREEKPROPERTY LINE IS
RUN OF CREEKPROPERTY LINE ISS 53°13'16" W179.28'N
0
6°39'34" E39
7.46'S 85°51'59" E206.88'S 66°06'26" W331.81'EIP
EIP S 53°10'58" W135.31'N 54°10'58" E90.28'
N 51°36'31" W
200.64'N
4
1
°
0
7'
1
0
" E1
5
5.
5
8'
N 45°19'02" W
215.80'N 58°57'11" E273.44'
R/W MON
S 25°40'11" E
91.41'100.00'EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
S 53°08'09" E
51.95'S 72°01'53" W140.36'S 28°34'07" E
145.90'S 58°22'53" W157.67'
N 75°53'53" E
5.00'S 74°36'53" W208.86'S 62°33'07" E
34.72'
STRUCTURE
BLOCK
CINDER
WOODS
N
06°47'11" E-EY8-
-EY8-
5
0.00'
7.55'EIP
W
60" WW
60" WW60" WW
GR
1SFD
WD POSTSWD POSTS
EXISTING R/W
EXISTING R/W
FIND SEPTIC TANKCOULD NOT
CANNOT GPRPOSSIBLE SEPTIC
TANK
SEPTIC
DRAIN LINES
TANK
SEPTIC
DRAIN LINES
TANK
SEPTIC
DRAIN LINES
TANK
SEPTICDRAIN LINE
CANNO
T GPR
SEPTIC NOT FOUND
CANNO
T GPR
SEPTIC NOT FOUND
TANKSEPTIC
DRAIN FIELD
EIP
EIP
S
3
4
°3
3'14
" W3
4
7
.5
9'
S 12°57'35" W396.86'
N 23°54'13" W
50.43'
N 21°03'28" W
257.54'N 58°23'14" E162.93'N 58°23'14" E75.76'
N 35°21'46" W
123.37'S 57°53'14" W150.61'
S 29°47'42" E
121.85'N 50°08'14" E92.17'
S 29°47'42" E
137.15'
S 29°47'42" E
100.23'
S 53°47'42" E
129.92'S 46°00'19" W143.94'N 82°59'41" W49.62'S 70°00'19" W82.70'S 46°00'19" W66.16'W
1SFDABANDONED
12" RCP
18" CPP
15" CMP
18" CMP18" CMP18" CMPCMP JB
CMP JB
UNABLE TO
LOCATE INVERT
(CONC LID)18" CM
P18" CMPHH1682168416841
68
4
1686168616861686
16881688168816881688
1692169216
9
2
16921692 1692
1694169416941694169416961696169616961696 169
6
16981698169816981698
1698 169816981
7
0
2 1702170217021
7
02170217
0
2 170217021704170417041704170417041704
17061706170617061706
1706 170617061708170817
08
170
8
1708
1708 1708170817081712171217121712
1712
1
7
1
2 171217121
7
14
171417
1
4
1
7141714
1714171417141
7
1
6
171617161716
17
1
6
1716171617161716
171817181
7
1
8171817181718171817
1
8
1718172217221722172217
2
2
17221722 172217221722172417241
7
2
4
1724
17
2
4
17241724 172417
2
4
172417241726172617261726
17
2
6
1726 1726172
6 1726172617281728172817281728172817281728172817
28
1732173217321732
17321732 17321732173417341734173417341734173417341734
1736173617361736
1736
173617361738
1738
1738
1738173817381738173817421742174217421742
17421742
174417441744174417441744
1744174617461746174617461746
1746174817481748
1748
17
4
81748
1752175217521752
175
2 1752175417541754
17541754
175617561
7
5
6175617561756
1758175817581758175817581762 1762
17621762176217641764
1764
1764
1764176417661766
176
6
17661766
176617
6
8 17681768
1768
17681768
1772177217
72
17
7
2
1772
1
77
4
177417741774 177417761776
17761776
1778177
8
1778
17821782
17
8
21782
178417
8
4
17841784
1786178
6
1786
17881788
1788 179217
92
17941
7
1
8
1724
1726
173217
3
6
1738
17381742
1746175616901690169016901690169016901690
1690
17
0
0
170017001700
1700
17
00
1700
1700170017001710171017101710171
0
1710
1710
1710171017101710 17101710171
0
1710172017201720172017201720
172
0
172
0
1720
1720 1720172017
20
1720173017301730173017301730
173017301730173017301
7
3
0
17301730174017401740174017401740
17401740
1
7
4
01740
1750175017501750
1750
1750175017501750
17601760176017601760
17601
7
6
0 176017701770177017701770177017701770
178017801
7
8
0
17801780
17901790
1
7
9
0
17301730 1740Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
SM
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]
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\R5861_Hyd_prm_wet_psh15_con.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861 15
NAD 83/ 2011MATCHLINE -L- STA. 152+00 SEE SHEET 14MATCHLINE -L- STA. 166+00 SEE SHEET 16MATCHLI
NE -Y10B- STA. 16+00 SEE SHEET 21www.rkk.com
Engineers | Construction Managers | Planners | Scientists
CC
CF
F
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F F
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SITE 24
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SEE INSET A
INSET A
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
SEE INSET A
INSET A
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
SEE DETAIL B
LATERAL V DITCH
SEE DETAIL A
SPECIAL CUT DITCH
2GIB-NSF
2GIB-NSF
2GIB-NSSFS2GIB-NSS15"
REMOVE
15"
15"
REMOVE
W/ FLOWABLE FILLPLUG & FILLGRADE TO DRAIN
JB w/MH
FILLW/ FLOWABLEPLUG & FILL15" RCP-III RCP-III 15"
RCP-III
18"
2GIB-NSS
18" RCP-III PPES
PPES
w/MH
JB
2GIB-NSF
PPES
W/ FLOWABLE FILLPLUG & FILL2 ELBOWS
18" CSP
SEE DETAIL A
SPECIAL CUT DITCH
SEE DETAIL B
LATERAL V DITCH
SEE DETAIL D
W/ CL I RIPRAP
CHANNEL CHANGE
SEE DETAIL AA
CHANNEL BLOCK
SEE DETAIL A
SPECIAL CUT DITCH
SEE DETAIL E
W/ CL B RIPRAP
LATERAL V DITCH
NSS
2GIB-
SEE DETAIL E
W/ CL B RIPRAP
LATERAL V DITCH
SEE DETAIL O
W/ CL B RIPRAP
SPECIAL CUT DITCH
SEE DETAIL O
W/ CL B RIPRAP
SPECIAL CUT DITCH
R
ET
A
IN
RETAI
N18" RCP-III
15" RCP-III
SEE DETAIL O
W/ CL B RIPRAP
SP. CUT DITCH
30" RCP-III (BURIED 0.5')
HW
15" PPES
18" RCP-III
18" RCP-III 18" RCP-III
SEE DETAIL AH
ON BANKS ONLY
CL I RIPRAP
BANK STABILIZATION
SEE DETAIL AA
CHANNEL BLOCK
30" RCP-III (BURIED 0.5')
SEE DETAIL AA
CHANNEL BLOCK
30" RCP-III (BURIED 0.5')
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 43 OF 50
PERMIT DRAWING
Submitted 7/10/2023
-EL-
G
R25.5' PAV
ED ROADW
AYUS19/129 BLAI
RSVI
LLE HW
Y(PVT) GR
DECKER DR
GR
MTL
MTL
M
TLHTR
GR
PLAYHOU
SE
WOOD
CANO
PY
CANOPY
WOODS
WOODS
W
OODSW
OODSW
OODSWOOD
S
WOOD
S
WOO
D
S
S
S
SSSSIGN SIGNST
T
S 89°28'50" E1072.50'R/
W
M
ON
N 85°45'08" W1017.59'S 83°45'28" EEXISTING R/W
EXI
STI
NG R/
W EXI
STI
NG R/
W
EXIST
ING
R
/W
EX
IST
ING
R
/W
DRAIN
LINEN 04°34'09" E797.21'NAD 83 NA 2011DRAIN LINE
1SBKD
SS 89°28'50" E1072.50'vvBR
IDG
E
ROCK
18
" CMP48" CMP18" CMP18" CMPCO
N
C

HWCONC HW
CON
C HWINV=1641
.9
4'INV
=163
8
.93'
I
NV=1650.10'
INV
=1651.90'IN
V
=1629.25'INV
=1638.55'48" CMPC
ON
C

HWINV
=
1641
.94'
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WH
SN
SP
SO
WH
SN
SO
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.8/15/2023R:\Hydraulics\PERMITS_Environmental\Drawings\R5861_Hyd_prm_wet_psh17.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861 17
NAD
83/ 2011MATCHLINE -L- STA. 179+00 SEE SHEET 16MATCHLINE -L- STA. 192+00 SEE SHEET 18www.rkk.com
Engineers | Construction Managers | Planners | Scientists -L
_D
ET
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-180+00
185+00
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+
0010+00C
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SITE 26
SITE 25
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MATCHLINE -L- STA. 179+00 SEE SHEET 16180+00 10+00C
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SEE INSET A
INSET A
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
INSET B
SEE INSET B
BDO
FS
2GIA-NSS
2GIA-NSS
2GIB-NSF
REMOV
E
2GIB-NSF
GRADE TO DRAIN
GRADE TO DRAIN
JB w/MH
HW
FS
PPES
FS
W/7 SY GEOTEXTILE
2 TONS CL B RIPRAP
15" RCP-III
-NSS
2GID
P
P
RETAIN
24
" RC
P
-IIIRCP-III
15"
JB w/MH
SP. DET.
FLOWABLE FILL
PLUG & FILL W/
W/14 SY GEOTEXTILE
5 TONS CL B RIPRAP
FLOWABLE FILL
PLUG & FILL W/
SEE DETAIL Y
SP. LAT. 4' BASE DITCH
4OTCB
P
P
W/ FLOWABLE FILLPLUG & FILL1
5
"
(BURIED 1.0')
66" RCP-III
(BURIED 1.0')66" RCP-III (BURIED 1.0')66" RCP-III(BURIED 1.0')2 ELBOWS66" CSP24" RCP-III2GIB-NSS
FS
2GIB-NSS
SEE DETAIL I
W/ CL B RIPRAP
BERM V DITCH
15" RCP-III
18" RCP-III
SEE DETAIL R
W/ CL I RIPRAP
BASE DITCH
STANDARD 5'
W/45 SY GEOFAB
24 TONS CL I RIPRAP
ON RECEIVING BANK
ADDITIONAL RIPRAP
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
2 ELBOWS
24" w/
2 ELBOWS
24" w/
2 ELBOWS24" w/
REMOVE HW
REMOVE HW
JB w/MH
SP. DET.(BURIED 1.0')66" RCP-IIIP
(BURIED 1.0')2 ELBOWS66" CSPP
(BURIED 1.0')2 ELBOWS66" CSP(PIPE INV=1641.7')
INV=1642.7'
2GIB-NSF
JB w/MH
HW
RCP-III
15"
JB w/MH
SP. DET.
SEE DETAIL Y
SP. LAT. 4' BASE DITCH
P
(BURIED 1.0')
66" RCP-III
(BURIED 1.0')66" RCP-III (BURIED 1.0')66" RCP-III2GIB-NSS
15" RCP-III
18" RCP-III
2 ELBOWS24" w/
JB w/MH
SP. DET.(BURIED 1.0')66" RCP-III2GIB-NSF
JB w/MH
HW
RCP-III
15"
JB w/MH
SP. DET.
SEE DETAIL Y
SP. LAT. 4' BASE DITCH
P
(BURIED 1.0')
66" RCP-III
(BURIED 1.0')66" RCP-III (BURIED 1.0')66" RCP-III2GIB-NSS
15" RCP-III
18" RCP-III
2 ELBOWS24" w/
JB w/MH
SP. DET.(BURIED 1.0')66" RCP-IIIS S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 44 OF 50
PERMIT DRAWING
Submitted 8/21/2023
-EL-
G
RUS19/129 BLAI
RSVI
LLE HW
Y25.5' PAV
ED ROADW
AYDECKER DR
(PVT) GR
GR
MTL
MTL
M
TLHTR
GR
PLAYHOU
SE
WOOD
CANO
PY
CANOPY
WOODS
WOODS
W
OODSW
OODSW
OODSWOOD
S
WOOD
S
WOO
D
S
S
S
SSSSIGN SIGNST
T
S 89°28'50" E1072.50'R/
W
M
ON
N 85°45'08" W1017.59'S 83°45'28" EEXISTING R/W
EXI
STI
NG R/
W EXI
STI
NG R/
W
EXIST
ING
R
/W
EX
IST
ING
R
/W
DRAIN
LINEN 04°34'09" E797.21'NAD 83 NA 2011DRAIN LINE
1SBKD
SS 89°28'50" E1072.50'vvBR
IDG
E
ROCK
18
" CMP48" CMP18" CMP18" CMPCO
N
C

HWCONC HW
CON
C HWINV=1641
.9
4'INV
=163
8
.93'
I
NV=1650.10'
INV
=1651.90'IN
V
=1629.25'INV
=1638.55'48" CMPC
ON
C

HWINV
=
1641
.94'16121612
161416141616 161616161616161816
18
16221622
162216221622
1624
1624
162416241626
1626
1
6
2
6
16261626162616261628
162816281628
1628162816321632163216321632
1632
16341634163416341634
1634
1634
163616361636163616361636
16361636
163816381638163816381638
163
8
16381638
1642164216421642164216421642
1642
1642
16441644 16441644164416441644
1644
164
4
1644
16441646
16
4
6
1646
164
6
164616461646164616461646164616481648 164816481648164816481648 164
8
16481648
1648
1652165216521652165216521652
1652
16521654 165416541654165416541654
1654
16541654165616561656
165616561656165616561656165616561658165816581658165816581658165816
5
8
165816581662166216621662166216621662166216621662
166
2
16621662
166216641664 1664166416641664166416641664
1664
1664
16641664166616661666166616661666166616661666 1666166616661666
166816681668166816681668166816681668 16681668166
8
1668
167216721672167216721672167216721672 167216
72
1674167416741674167416741674167416741674
1674
167616761676167616761
67
6
16761676167616761676 1676
1676
167816781678167816781678167816781678 1
6
7
8
16821682168216821682168216821682
1682
1682
168416841684 168416841684168416841684
1
68
4
16861686 1686168616861686168616861
6
8
6
1688168816881688168816881688168816881688
169216921692169216921692169216 9 2
169
2
169416941694169416941694169416941694
169616961696169616961696169616961696
169816981698169816981702 1702170217021702170217041 7 04170417041704
1706 170617061708 170817081712171217141714
1716 171617181722 1722
17221724
1726
1728
17321734
17361738
1744
17461748
17521758 16441648165416621668164416461648
1652165416561656165816621664166416661666166816681672167216741676167616781678168216841688169817021610161016
20
162
0
1620
1620
162016201620 163
0
1630163016301630
16301630163016301630164016401640164016401640164016401640
1640
164016401640
16501650 16501650165016501650165016501650
16501650
1650
165016501650166016601660166016601660166016601660166016601660 166
0
1660
1660
1660
1660
1660166016701670167016701670167016701670167016701670167016701670167016701670
1670
1670
168016801680 1680168016801680168016801680168016801680 1680
168016901690 16901690169016901690169016901690169
0
17001700 17001700170017001700170017101710 1710171017101720
1730
1730
1740
1750
17601770164016601650165016501660
16601660167016701670168016801690Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WH
SN
SP
SO
WH
SN
SO
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.8/15/2023R:\Hydraulics\PERMITS_Environmental\Drawings\R5861_Hyd_prm_wet_psh17_con.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861 17
NAD
83/ 2011MATCHLINE -L- STA. 179+00 SEE SHEET 16MATCHLINE -L- STA. 192+00 SEE SHEET 18www.rkk.com
Engineers | Construction Managers | Planners | Scientists -L
_D
ET
6
-180+00
185+00
190
+
0010+00C
C
F
CFC
C
C
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C C
C C
F
F
C
C
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F
F
SITE 27
SITE 26
SITE 25
F
F
MATCHLINE -L- STA. 179+00 SEE SHEET 16180+00 10+00C
FF
C
C C
F
SEE INSET A
INSET A
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
INSET B
SEE INSET B
BDO
FS
2GIA-NSS
2GIA-NSS
2GIB-NSF
REMOV
E
2GIB-NSF
GRADE TO DRAIN
GRADE TO DRAIN
JB w/MH
HW
FS
PPES
FS
W/7 SY GEOTEXTILE
2 TONS CL B RIPRAP
15" RCP-III
-NSS
2GID
P
P
RETAIN
24
" RC
P
-IIIRCP-III
15"
JB w/MH
SP. DET.
FLOWABLE FILL
PLUG & FILL W/
W/14 SY GEOTEXTILE
5 TONS CL B RIPRAP
FLOWABLE FILL
PLUG & FILL W/
SEE DETAIL Y
SP. LAT. 4' BASE DITCH
4OTCB
P
P
W/ FLOWABLE FILLPLUG & FILL1
5
"
(BURIED 1.0')
66" RCP-III
(BURIED 1.0')66" RCP-III (BURIED 1.0')66" RCP-III(BURIED 1.0')2 ELBOWS66" CSP24" RCP-III2GIB-NSS
FS
2GIB-NSS
SEE DETAIL I
W/ CL B RIPRAP
BERM V DITCH
15" RCP-III
18" RCP-III
SEE DETAIL R
W/ CL I RIPRAP
BASE DITCH
STANDARD 5'
W/45 SY GEOFAB
24 TONS CL I RIPRAP
ON RECEIVING BANK
ADDITIONAL RIPRAP
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
2 ELBOWS
24" w/
2 ELBOWS
24" w/
2 ELBOWS24" w/
REMOVE HW
REMOVE HW
JB w/MH
SP. DET.(BURIED 1.0')66" RCP-IIIP
(BURIED 1.0')2 ELBOWS66" CSPP
(BURIED 1.0')2 ELBOWS66" CSP(PIPE INV=1641.7')
INV=1642.7'
2GIB-NSF
JB w/MH
HW
RCP-III
15"
JB w/MH
SP. DET.
SEE DETAIL Y
SP. LAT. 4' BASE DITCH
P
(BURIED 1.0')
66" RCP-III
(BURIED 1.0')66" RCP-III (BURIED 1.0')66" RCP-III2GIB-NSS
15" RCP-III
18" RCP-III
2 ELBOWS24" w/
JB w/MH
SP. DET.(BURIED 1.0')66" RCP-III2GIB-NSF
JB w/MH
HW
RCP-III
15"
JB w/MH
SP. DET.
SEE DETAIL Y
SP. LAT. 4' BASE DITCH
P
(BURIED 1.0')
66" RCP-III
(BURIED 1.0')66" RCP-III (BURIED 1.0')66" RCP-III2GIB-NSS
15" RCP-III
18" RCP-III
2 ELBOWS24" w/
JB w/MH
SP. DET.(BURIED 1.0')66" RCP-IIIS S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 45 OF 50
PERMIT DRAWING
Submitted 8/21/2023
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.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861
8/17/998/15/2023R:\Hydraulics\PERMITS_Environmental\Drawings\R5861_Hyd_prm_wet_17_PIPEPFL.dgnaburke5/14/99ENGLISH
050100 50150200 100 150 200250300 250
1630
1650
1670
1635
1640
1645
1655
1660
1665
1675
1680
1685
-L- STA. 181+86
SITE 25, 26, 27
1630
1650
1670
1635
1640
1645
1655
1660
1665
1675
1680
1685
(length=486')
PROPOSED 66" RCP-III/66" CSP(BURIED 1.0')
SKEW=114
-L- STA. 181+86LC
=1664.80'
NWS
S=0.3%
JUNCTION BOX
JUNCTION BOX
ELEVATION=1664.6'
PROPOSED INLET
S=2.1%
4OTCB
(BURIED 1.0')66" CSP
66" RCP-III (BURIED 1.0
')
(BURIED 1.0')
66" RCP-III
S=2.4%S=21.1%
ELEVATION=1641.7'
PROPOSED OUTLET
CHANGE
CHANNEL
PROPOSED
(BURIED
1.0
')
66" RCP
S=2.4%
1.0
')
(BURIED

66" RCP
JUNCTION BOX
SHEET 46 OF 50
PERMIT DRAWING
GROUND
EXISTING
Submitted 8/21/2023
-EL-CURB
6" BST
6" BST CURB6" BST CURB6" BST CURB
6" BST CURB
6" BST CURB
6" BST CURB 6" BST CURB
CURB
6" BSTCURB
6" BSTCURB
6" BSTCONC
GR
US19/129 BLAIRSVILLE HWY 30' BST
(PVT) GRDECKER DRGRASPHALTGRA
SP
HA
LT
26' PAV
ED
ROAD
WAY
US
19
/129
B
LA
IR
SV
ILLE
HWY
ASPHALT
GR
ASPHALT
GR
GR
ASPHALT
C
ANOP
Y1SBKDBUS
1S
F
BU
S
1SF
BU
S
1SF
BUS
1S
F
BUS
1SF
BUS
1SF
CONC
CONC
GR
GR
CONC
CANOPY
CAN
POND
F
ISH
CON
C
1SB
LK
1SBLK
DOG
ENCLO
SURE
CON
C
BLOCK
ENCLO
SURE
DOG

BLOCK
CONC

WD
BOO
TH
36
" WD1SFBUS
1SFBUS
1SFBUS
CAN
CAN72" C
H
LCANO
PYPOND
FISH
STONE
WOODSW
OO
D
S72" CHL W/ 1SBWSIGN
SIGNSIGNSIGNSIGNS SIGN
BILLBOARD
SIGN
SIGNDETERMINE ENDUNABLE TOT
T
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URPHY
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EIP
EIP
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STING

R/W
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ING

R
/W
EXISTING R/W
EXISTING R/WDRAIN LI
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NEEI
PNC GRIDNAD 83 NA 2011D
DDD
DD
60
" CM
P
JB
18" CMP
15" CMP
18
" CM
P
TOP=1627.19'
DI18" CMP15" CMPDI48" CMP48" CMP18" C
MP1600.82'
I
NV=CONC HW6
0" CMP
6
6
" CMPTOP=1611.53W/ SLATE TOPRI
SERI
NV=1583.15DI
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]ROMINGER CREEKSN ROMINGER CREEKResponsive 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.5/25/2023R:\Hydraulics\PERMITS_Environmental\Drawings\R5861_Hyd_prm_wet_psh18.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861 18
MATCHLINE -L- STA. 205+00 SEE SHEET 19MATCHLINE -L- STA. 192+00 SEE SHEET 17www.rkk.com
Engineers | Construction Managers | Planners | Scientists 195+00200+00
205+00
-L_DET6-
10+00
205+00
F
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FCCFFFFFFFFFCSITE 28 FSEE INSET A
INSET A
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
N
A
D 83/ 2011
RETA
IN
REMOVE
4OTCB
18" CMP
REMOVE
CB-F
CB-F
CB-F
CB-F
CB-G
REM
OV
E
REMOVE
SYSTEM
REMOVE
15" RCP-III
15" RCP-III
2GIA-NSF
2GIA-NSF
2GIB-NSF42" RCP-III42
" RC
P
-IIIPPES15
" RC
P
-III
P
P
JB w/MH
HW
(NOT BURIED)
60" RCP-III
(NOT BURI
ED)60" RCP-
I
I
I
RISER/JB
RETAIN EX.RETAI
NRET
AI
NR
E
T
AI
N
SEE DETAIL A
SPECIAL CUT DITCH
EX. DI
ADJUST
SEE DETAIL J
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
4OTCB
TB JB w/MH
RCP-III
18"
30" RCP-III
15"
15"
2GIA-NSS
42"
RC
P-III42" RC
P-III4OTCB
RCP-III
36"
SEE DETAIL Y
SP. LAT. 4' BASE DITCH
4OTCB
36" RCP-III
15" RC
P
-III REMOVE15" RCP-III
15" RCP-III
RCP-III
15" JB w/MH
RCP-III 18"
RISER/DI
RETAIN EX.
P
P
W/ FF
PLUG & FILL
SEE DETAIL W
DITCH
LATERAL V
NSS
2GIB-
RCP-III
30"
22'
REMOVE
18" RCP-III
TB 2GIB-NSF 15"
RC
P
-III
P
P
HW
15"
RC
P
-III
P
P
HW
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 47 OF 50
PERMIT DRAWING
Submitted 5/26/2023
-EL-CURB
6" BST
6" BST CURB6" BST CURB6" BST CURB
6" BST CURB
6" BST CURB
6" BST CURB 6" BST CURB
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6" BSTCURB
6" BSTCONC
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Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]ROMINGER CREEKSN ROMINGER CREEKResponsive 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]
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.5/25/2023R:\Hydraulics\PERMITS_Environmental\Drawings\R5861_Hyd_prm_wet_psh18_con.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861 18
MATCHLINE -L- STA. 205+00 SEE SHEET 19MATCHLINE -L- STA. 192+00 SEE SHEET 17www.rkk.com
Engineers | Construction Managers | Planners | Scientists 195+00200+00
205+00
-L_DET6-
10+00
205+00
F
F
C
FCCFFFFFFFFFCSITE 28 FSEE INSET A
INSET A
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
N
A
D 83/ 2011
SEE INSET A
INSET A
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
N
A
D 83/ 2011
RETA
IN
REMOVE
4OTCB
18" CMP
REMOVE
CB-F
CB-F
CB-F
CB-F
CB-G
REM
OV
E
REMOVE
SYSTEM
REMOVE
15" RCP-III
15" RCP-III
2GIA-NSF
2GIA-NSF
2GIB-NSF42" RCP-III42
" RC
P
-IIIPPES15
" RC
P
-III
P
P
JB w/MH
HW
(NOT BURIED)
60" RCP-III
(NOT BURI
ED)60" RCP-
I
I
I
RISER/JB
RETAIN EX.RETAI
NRET
AI
NR
E
T
AI
N
SEE DETAIL A
SPECIAL CUT DITCH
EX. DI
ADJUST
SEE DETAIL J
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
4OTCB
TB JB w/MH
RCP-III
18"
30" RCP-III
15"
15"
2GIA-NSS
42"
RC
P-III42" RC
P-III4OTCB
RCP-III
36"
SEE DETAIL Y
SP. LAT. 4' BASE DITCH
4OTCB
36" RCP-III
15" RC
P
-III REMOVE15" RCP-III
15" RCP-III
RCP-III
15" JB w/MH
RCP-III 18"
RISER/DI
RETAIN EX.
P
P
W/ FF
PLUG & FILL
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION SEE DETAIL W
DITCH
LATERAL V
NSS
2GIB-
RCP-III
30"
22'
REMOVE
18" RCP-III
TB 2GIB-NSF 15"
RC
P
-III
P
P
HW
15"
RC
P
-III
P
P
HW
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SHEET 48 OF 50
PERMIT DRAWING
Submitted 5/26/2023
EX. DI
EX. JUNCTION BOX
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.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861
8/17/995/25/2023R:\Hydraulics\PERMITS_Environmental\Drawings\R5861_Hyd_prm_wet_18_PIPEPFL.dgnaburke5/14/99ENGLISH
050100 50150200 100 150 200250300 250
1600
1610
1620
1630
1640
1590
1580
1570
1560 1560
1570
1580
1590
1600
1610
1620
1630
1640
(length=802')
PROPOSED 60" RCP-III (NOT BURIED)/EXISTING 66" CMP
-L- STA. 195+36
SITE 28
CL
(NORMAL)
2:1
=1603.36'
NWS
SKEW=50
-L- STA. 195+36
JUNCTION BOX
ELEVATION=1602.1'
PROPOSED INLET
S=1.2%
60" CMP
ELEVATION=1583.2'
EXISTING OUTLET
S=1.2%
S=3.6%
60" RCP-III
66" CMP60" RCP-II
I
S=9.7%
SHEET 49 OF 50
PERMIT DRAWING
GROUND
EXISTING
Submitted 5/26/2023
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)
1A -DR1- 10+39 to 10+50 CHANNEL CHANGE - SA < 0.01 < 0.01 140 10
1B -L- 13+32 to 13+51 66" RCP- SA < 0.01 < 0.01 53 18
1C -L- 12+98 to 17+15 CHANNEL RELOCATION- SA2 1 3 0.02 < 0.01 403 131
2A -L- 33+29 to 33+71
CHANNEL CHANGE - SB 1 < 0.01 < 0.01 50 95
2B -L- 32+49 to 33+12 48" RCP - SB < 0.01 < 0.01 71 10
3 -L- 33+71 to 34+55 ROADWAY FILL - WA 1 0.06
4 -L- 35+36 to 35+86 ROADWAY FILL - WA 0.01
5 -L- 36+00 to 37+15 18" CSP- WA 1 0.04
6 -Y3- 12+11 to 12+70 ROADWAY FILL - WB 0.02 0.02
7 -L- 51+13 to 51+76 66" W.S.P - SB < 0.01 < 0.01 72 15
ROADWAY FILL - SB < 0.01 48
8 -L- 54+00 to 54+50 BANK STABILIZATION - SC < 0.01 < 0.01 17 40
9 -L- 56+28 to 58+65 ROADWAY FILL - WB 0.02 0.05
10 -L- 58+69 to 58+86 42" W.S.P. - SD < 0.01 12
BANK STABILIZATION - SD < 0.01 < 0.01 14 10
11 -L- 70+69 to 73+14 (2) 8'x8' RCBC & 72" W.S.P. - SC < 0.01 25
BANK STABILIZATION (RT) - SC 0.01 < 0.01 69 10
STRUCTURE STABILIZATION (LT) - SC < 0.01 < 0.01 48 10
12 -L- 73+06 to 73+35 ROADWAY FILL - SE < 0.01 52
13 -L- 74+77 to 74+93 ROADWAY FILL- WC 0.01 0.03
14A -L- 80+75 to 81+22 CHANNEL CHANGE - SF < 0.01 53
14B -L- 82+18 to 82+31 66" W.S.P. - SF < 0.01 36
15 -L- 82+18 to 82+31 54" RCP - SG < 0.01 < 0.01 21 12
16A -L- 93+58 to 93+89 BANK STABILIZATION - SF < 0.01 < 0.01 13 20
16B -L- 95+75 to 95+97 BANK STABILIZATION - SF < 0.01 < 0.01 5 15
ROADWAY FILL - WE < 0.01
16C -DR11- 11+15 to 11+43 ROADWAY FILL - SF 0.01 < 0.01 77 15
17 -DR11- 11+15 to 11+48 ROADWAY FILL - PB < 0.01
-DR12- 10+89 ROCK FILL IN POND - PB 0.03 0.03
18 -DR12- 10+81 to 11+43 ROADWAY FILL - WE < 0.01 0.01
ROADWAY FILL - PC 0.01
19A -L- 110+57 to 114+40 BANK STABILIZATION - SI < 0.01 < 0.01 10 16
ROADWAY FILL - SI 0.04 374
19B -L- 120+10 to 120+50 BANK STABILIZATION - SI < 0.01 < 0.01 19 29
20A -L- 127+44 to 127+79 8'x9' RCBC - SJ < 0.01 < 0.01 65 65
20B -L- 127+38 to 127+98 8'x9' RCBC - SJ 0.01 59
CHANNEL CHANGE - SJ < 0.01 40
FILL IN POND - PD 0.11
20C -Y9- 13+00 CHANNEL CHANGE - SJ 0.01 < 0.01 81 7
21 -L- 126+63 to 127+38
8'x9' RCBC - SL 2 < 0.01 0.01 85 128
22 -Y8- 11+00 RT BANK STABILIZATION - SK < 0.01 < 0.01 12 5
36" RCP - SK, WG < 0.01 < 0.01 < 0.01 < 0.01 20 6
23A -L- 145+41 to 145+63 BANK STABILIZATION - SM < 0.01 < 0.01 29 18
23B -Y10A- 13+54 to 13+72 72" RCP - SM < 0.01 23
23C -L- 145+73 to 148+52
CHANNEL RELOCATION - SM 4 0.02 353
23D -DR19- 11+15 60" RCP - SM < 0.01 < 0.01 29 10
24 -Y11- 11+27 to 11+75 30" RCP - SM 0.02 < 0.01 203 10
BANK STABILIZATION - SM < 0.01 < 0.01 10 8
25 -L- 179+25 to 182+19 66" RCP - SO 0.04 < 0.01 417 29
26 -L- 181+68 to 182+19 ROADWAY FILL - SP < 0.01 48
27 -L- 182+50 to 183+00 BANK STABILIZATION - SN < 0.01 < 0.01 36 31
28 -L- 193+85 to 194+25 60" RCP - SM < 0.01 < 0.01 50 11
29 -L- 145+63 RT ROADWAY FILL - SM2 < 0.01 < 0.01 58 12
TOTALS*:0.17 0.10 0.42 0.11 3247 849 0
*Rounded totals are sum of actual impacts
NOTES:
SHEET 50 OF 50
1. Additional temporary stream impacts due to proposed detour drainage on -L_DET1-, upon road completion; pipe and riprap will be
removed and stream will be restored to original state
2. Additional temporary stream impacts due to proposed detour drainage on -L_DET3-, upon road completion; channel change w/
riprap will be removed and stream will be restored to original state
3. Due to sinuosity loss in the channel relocation, original stream length=403' and channel relocation (without riprap) length=162'
4. Due to sinuosity loss in the channel relocation, original stream length=353' and channel relocation (with riffles) length=253'
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
CHEROKEE
R-5861
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SEPTEMBER 2023
Submitted 9/27/2023