R5861_Rdy_detour_permitsheets_addendum

P
P
PPES18"
24" RCP-III2 ELBOWS18" w/
2 ELBOWS24" w/BSTUS19/129 BLAI
RSVI
LLE HW
Y 27' PAVED ROADW
AYUS19/129 BLAIRSVILLE HWY 26' PAVED ROADWAY
BROKEN ASPHALT/GR4SBW
(48")
4SBW(48")GRLT
1.5SFD
LT ANDREA MORROW RDGR
1SFD
WALL
RETAINING
10" CONC
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 72°02'38" E
11.43'S 80°17'32" E103.97'N

19
°36'03
" E
203
.84'S 72°02'38" E158.73'S 72°02'38" E75.26'S 72°02'38" E277.09'N
15°16
'24"
E
150
.03
'353.26' 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" E44.45'100.00'100.00'100.00'EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
TANK
SEPTIC
LINES
DRAIN
TANK
SEPTIC
JAMES S. SCROGGS
DB 1337 PG 369
DB 222 PG 11
DB 1337 PG 365
DB 1337 PG 373
JAMES TANNER
DB 896 PG 82
DB 1475 PG 506
PC B SLIDE 154A
DB 414 PG 149
JAMES TANNER
JAMES TANNER
DB 896 PG 82
SARA INC
PC C SLIDE 112
DB 1188 PG 1 SOIL & GRAVELESTATE
WILMA EVA HUGHES
AND LARRY EUGENE KEPHART
TRACEY MORROW KEPHART
DB 1337 PG 373
KEPHART
LARRY EUGENE
KEPHART AND
TRACEY MORROW
AMY MICHELLE HOGSED
TRACY MORROW KEPHART, ET AL
TRACY MORROW KEPHART, ET AL
15" CMP
15
" CMP
6
0
" RCP4
8" CMP
18" CMPCONC HWHW
CONC
INV=1688
.88
'INV=1693.60'
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
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NAD 83/ 2011
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
2B-1R-5861
9/25/2023R:\Roadway\Proj\Detour Permit Drawings\R5861_Rdy_dsn_DET_1_psh2B-1.dgnesp8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-L_DET1-MATCHLINE -L_DET1- STA. 22+00 SEE SHEET 2B-2www.rkk.com
Engineers | Construction Managers | Planners | Scientists
SEE SHTS. 4 & 5
FOR R/W AND EASEMENT STATIONS/OFFSETS
ALL DETOURS WILL BE REMOVED.
ALL DRIVES ARE 16' WIDE WITH 10' RADII UNLESS OTHERWISE NOTED.
NOTES:
PROPOSED DRAINAGE FOR FINAL CONDITION.
UTILIZED WHILE THE TEMPORARY DETOUR IS IN PLACE.
TEMPORARY DRAINAGE / PERMANENT DRAINAGE TO BE
FOR TRAFFIC CONTROL PLANS SEE SHTS. TMP-1 THRU TMP-56
FOR -L_DET1- PROFILE SEE SHT. 38
FOR DITCH DETAILS SEE SHTS. 2D-1 & 2D-2
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
5
2 3
4
6
3
7
1
7
F
F
C C
F
F
F C
F
C F
F F
F
FF
F
-L_DET1-PT Sta. 15+76.12
-L_DET1- PRC Sta. 13+79.36
BEGIN CONSTRUCTION
-L_DET1-
SE=0.06 SE=0.06
-L_DET1-
DS = 50 MPH DS = 50 MPH
RO = 140 RO = 140
-L-10+0015+00 20+00
PI Sta 11+93.13
D
L = 379.36'
T = 193.13'
R = 835.00'
PI Sta 14+78.25
D
L = 196.76'
T = 98.90'
R = 835.00'
10
+
00
15+00
20+00
TEMP
GREU
TL
-3
GREU TL-3
TEMP
GREU TL-3
TEMP
IA TL-3
TEMP
-L_DET1- PT Sta. 19+73.82 (22.00' RT)
BEGIN TEMPORARY SHORING
0.34' RT.
-L- POC Sta. 12+09.43
-L_DET1- PC Sta. 10+00.00=
SEE DETAIL F
W/ CL I RIPRAP
CHANNEL CHANGE
RETAI
NRETAINCOLLAR
D1-2
D1-3
D1-1
RETA
IN
D1-7
D1-5
D1-4
D1EX1
W/10 SY GEOTEXTILE
3 TONS CL B RIPRAP
COLLAR2GIB-NSS
RETAINRETAI
NSEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
IN FRONT OF WALL.
ADD CLASS A RIPRAP PROTECTION
OF TEMPORARY RETAINING WALL,
IF NO DITCH PRESENT IN FRONT
SEE DETAIL B
LATERAL V DITCH
ELEV. 1725.8'
FS MIN
D1-6
FS
2GIB-NSS
ON BANKS ONLY
W/75 SY GEOFAB
40 TONS CL I RIPRAP
REMOVE 9' EX. 18" CMP
D1EX7TEMP
6
0
" 18" TEMP18" TEMP
18" TEMP
D1-23D1-25
D1-26
W/7 SY GEOTEXTILE
2 TONS CL B RIPRAP
18" TE
MP
SEE DETAIL F
W/ CL I RIPRAP
CHANNEL CHANGE SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
COLLAR
TEM
P
15
" PHASE 3
DRIVEWAY IN TCP
TEMPORARY ALIGNMENT OF
PIPES ELONGATED FOR
TO 18" D1-1
POSITIVE DRAINAGE ALONG -L_DET1-
FINAL GRADE, NEED TO ENSURE
AS -L- IS CUT DOWN TO
RETAIN
REMOVE HW
REMOVE
HW
15" 15"
P
P
P
P
P
P
PPES
REM
OVE48" RCP-III (BURIED 0.8')15" 15" 2 ELBOWS15" w/
PPES
26' PAVED ROADWAYUS19/129 BLAIRSVILLE HWY
GR
GR
1SFD
WOODS
WOODS
S
S
S
SIGN
T
T
EIP
R/W MON
EIP
S
5
1°3
3'2
7" W7
10.7
5'
C
OR
T
O
R/W1.0
6' R/W
T
O
EIP100.00'
EXISTING R/W
EXISTING R/W
TANKSEPTIC
LINE
DRAIN
JANET B. STILES
MURPHY HIGHWAY LLC
DB 1325 PG 30
PC A SLIDE 166DB 1001 PG 508
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 WALL
RETAINING
7" WD
GR
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
WOODS
SIGN
SIGN SIGN
SIGN
SIGN
SIGN
SIGN
T
Frontier Communications of America Inc.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'
EXISTING R/W
EXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
50.
0
0'EXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
S 07°06'57" W
156.70'TEIPTANK
SEPTIC
LINE
DRAIN
LINES
DRAIN
20.00'
20.00'1.27'72"
W
DASPHS 81°40'06" E105.44'TANK
SEPTIC
LINES
DRAIN
LINES
DRAIN
TANK
SEPTIC
DB 944 PG 168
JAMES S. SCROGGS
RICHARD S. HOHMAN
DB 1122 PG 786
JANET B. STILES
JANET B. STILES
PC A SLIDE 166
DB 1001 PG 508
JANET B. STILES
DB 955 PG 375
DAVID HOBBY
DB 1607 PG 591
CHRISTOPHER W. WOOD
JANET B. STILES
DB 1441 PG 323
PC A SLIDE 166
DB 1001 PG 508
NATION
JOHNNY R.
PG 119
DB 479
PC A SLIDE 166
DB 1001 PG 508
27' PAVED ROADWAYUS19/129 BLAIRSVILLE HWY
AND LARRY EUGENE KEPHART
TRACEY MORROW KEPHART
DB 1337 PG 373
JASON AND CHRISTINA HOBBY LIVING TRUST
DB 1692 PG 1374
TRACY MORROW KEPHART, ET AL
WELL
DRILLED WELL
BORED
CONC
36" CMP
30" CMPCONC HW
15" CMP
18" CMP18" CMP
15" CM
P18" CMP36" CMP18" CMPCONC HW
CONC HW
CONC HW
CONC HW
8" HDPETResponsive 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.
2B-2R-5861
9/25/2023R:\Roadway\Proj\Detour Permit Drawings\R5861_Rdy_dsn_DET_1_psh2B-2.dgnesp8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NAD 83/ 2011
-L_DET1-MATCHLINE INSETMATCHLINE INSETMATCHLINE -L_DET1- STA. 22+00 SEE SHEET 2B-1-L-
STATION/OFFSETS SEE SHTS. 5 AND 6.
FOR R/W AND EASEMENT
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
ALL DETOURS WILL BE REMOVED.
ALL DRIVES ARE 16' WIDE WITH 10' RADII UNLESS OTHERWISE NOTED.
NOTES:
PROPOSED DRAINAGE FOR FINAL CONDITION.
UTILIZED WHILE THE TEMPORARY DETOUR IS IN PLACE.
TEMPORARY DRAINAGE / PERMANENT DRAINAGE TO BE
FOR TRAFFIC CONTROL PLANS SEE SHT. TMP-1 THRU TMP-56
FOR -DET_Y1- PROFILE SEE SHT. 42
FOR -L_DET1- PROFILE SEE SHT. 38
FOR DITCH DETAILS SEE SHT. 2D-1 & 2D-2
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
11
12
8
13
13
13
14
9
10
C
C FF
13
15
-L_DET1- PC Sta. 27+13.93
-L_DET1-
SE=0.04
-L-
DS = 50 MPH
RO = 90'
25+00 30+00
35+00
PI Sta 33+73.45
D
L = 1,296.84'
T = 659.52'
R = 2,895.00'
25+00
30+00
35+00
-L_DET1-
-L-
GREU TL-3
TEMP
TEMP. GREU TL-3
IA TL-3TEMP
PI Sta 12+46.36
D
L = 195.50'
T = 117.48'
R = 150.00'
10+00
-DET_Y1- POT Sta. 10+00.00
-DET_Y1- PC Sta. 11+28.89
-DET_Y1-
SE=0.04
DS = 25 MPH
RO = 90'
-L_DET1- POT Sta. 25+00.00
-DET_Y1- PT Sta. 13+24.39 =
-L_DET1- PT Sta. 28+41.82 (22.00' RT)
END TEMPORARY SHORING
GREU TL-3TEMP.
6
AND LARRY EUGENE KEPHART
TRACEY MORROW KEPHART
DB 1337 PG 373
C
F
F
C
F
C
C
C
C
C
C F
F
C
F
F
F
F
F
F
CF
ELEV. = 1745.61
109.21' RT
-L- 38+80.35
BM#2
40+00
40+00
-L_DET1-
GREU TL-3
TEMP.
51.08' LT.
-L- POT. Sta. 42+38.95
-L_DET1- PT Sta. 40+10.78 =
END CONSTRUCTION
RETAIN
D1-18
W/21 SY GEOTEXTILE
8 TONS CL B RIPRAP
D1-17
D1EX6
COLLAR
RETAI
N2GIB-NSS
C
H
A
N
N
EL
R
EESTA
BLISH
ED
D
ETO
U
R
A
LIG
N
M
EN
T IS
R
EM
O
V
ED
&
B
O
X
D
1-22 TO
M
A
IN
TA
IL FLO
W

U
N
TIL PR
O
PO
SED PIPE 0601/0602 TO JU
N
C
TIO
N
D
U
RIN
G
C
O
N
STR
U
C
TIO
N
C
O
N
N
EC
T FIN
A
L
RETAIN
15" TEMP
30" TEMP
D1-21
D1-9
D1-8
D1EX2 RETAINREMOVE
RETAIN
RETAI
ND1-20
D1-10
D1-11
D1EX3
2GIB-NSS
D1-14
D1-13
D1EX4
D1-16
D1-15
D1EX5JB w/MH
RETAINRETAINON BANKS ONLY
W/50 SY GEOTEXTILE
26 TONS CL I RIPRAP
RETAI
N2GIB-NSS
W/10 SY GEOTEXTILE
3 TONS CL B RIPRAP
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
D1-12
D1-19
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
REMOVE 11' EX. 18" CMP
TB JB w/MH
FS
JB w/Slab Lid
JB w/Slab Lid
JB w/MH
SP. DET.
D1-22
CHANNEL REESTABLISHED
ALIGNMENT IS REMOVED &
MAINTAIN FLOW UNTIL DETOUR
TO JUNCTION BOX D1-19 TO
FINAL PROPOSED PIPE 0509
DURING CONSTRUCTION, CONNECT
CHANNEL REESTABLISHED
DETOUR ALIGNMENT IS REMOVED &
BOX D1-22 TO MAINTAIL FLOW UNTIL
PROPOSED PIPE 0601/0602 TO JUNCTION
DURING CONSTRUCTION CONNECT FINAL
FS
15" TEMP
TEMP
36"
TEMP
36"
T E MP18" 18" TEMP18" TEMP15" TEMP
18" TEMPW/10 SY GEOTEXTILE
3 TONS CL B RIPRAP
(BURIED 1.0')
48" RCP-III
TEMP.
TO 18" D1-1
ALONG -L_DET1-
ENSURE POSITIVE DRAINAGE
FINAL GRADE, NEED TO
AS -L- IS CUT DOWN TO
TBJB w/Slab Lid
P
P
P
P
P
P
P
P
P
P (NOT BURIED)36" RCP-IV18"
30" RCP-III
P
15" PPES
2 ELBOW S24" w/
ASPHALT
GRBOBCAT LN (PVT)ASPAHLTMOUNTAIN WILLOW RD (PVT)26' PAVED ROADWAY
US19/129 BLAIRSVILLE HWY
WOODS
G
GR
36" WDGR
RETAINING WALL6" WD36" WDBS
T1SFD
DOGHOUSE48" CHLPOSTMTL GATE
BOLLARDWD
POLEABANDONED
BST
PORCHSTONE
POSTGATEMTL MTL
MTL
SOIL
BUS1SMTL
48" CHL
48" CHL
BST
SOIL
SOILMTL
48" CHL
GR
1SFD
BARN
36" WDBARN
W
IR
E
SOIL
WINDMILL
ORNAMENTAL
WELL
MTL
1SBKD
GREENHOUSE
WOODS
WOODS
WOODS
WOODS
SIGN
SIGN
SIGN
SIGN
SIGNSIGN
T
T
T
T
S
6
3
°
3
0'
2
4
" W6
5.
2
8'
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" EN 70°11'24" E80.23'N
01°17
'36"
E
140
.24
'N 19°25'36" E97.03'S 83°50'14" W221.47'S 17°34'24" E
S 26°56'36" WS 47°48'36" W80.14'S 69°15'03" E209.58'N 15°58'57" E118.20'N
2
5°2
9'3
6" E14
9.6
8'
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
07°53'02"
E
41.91'
N 35°48'56" E
77.75'
N 36°35'19" W36.21'N 73°21'19" W32.50'S
5
8
°
3
2'
3
4
" W3
5.
5
8'N 87°19'24" W165.73'N 44°18'36" E
95.97'N 15°58'57" E41.52'
EIP
8.39'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/WN
01°18
'51" E
187
.23
'S 30°42'00" W118.40'
S 44°59'35" E
127.70'
EIP
100.00'100.00'EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EIPEIP
EIP
EIP
EIP
S
0
4
°4
9'49
" W
166
.7
1'
S
0
5
°2
0'4
6
" W
16
5
.2
4'N 74°56'49" W202.32'EIP
EIP
N 50°51'42" E
49.85'
S 48°31'14" W172.66'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 01°53'21" E
188.98'
S
0
6
°4
1'
14
" W
5
8
.
1
4'
S 47°48'14" W100.31'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'
EIP
1.58'
EIP
16.22'S 70°39'09" W244.91'S 69°34'01" W174.46'S 69°42'50" W72.50'S
6
1°
5
5'
3
8
" W4
1.
5
2'
EIP
EIP
TANK
SEPTIC
DRAIN LINES
SHED
S 85°23'11" E
57.46'
1SFD
T87.52'S 47°25'43" W
TTW
N 24°45'36" W
167.85'
N 16°08'31" W
177.51'S 70°09'49" W84.69'N 84°10'11" W71.39'S
5
1°5
2'4
9" W48.57'N 83°33'22" W90.28'N 61°46'22" W49.96'10.19'
237.98"N 33°14'16" W
CHORDARC = 239.23'R = 676.60'
TANKSEPTIC
LINEDRAIN
LINE
DRAIN
TANK
SEPTIC
TANK
SEPTIC
PHILIP PERLOW
DB 1516 PG 148
PAUL R. PRICE
DB 1567 PG 96
DB 561 PG 14
HOMER A. SHAFFER
DARRELL B. JUMP
PC C SLIDE 36B
DB 829 PG 189
HOMER A. SHAFFER
DB 1591 PG 186
DB 1688 PG 664
SENECAL DEWEY
SHELLEY D. FARMER
DB 1460 PG 538 SHELLEY D. FARMER
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.
ROBERTA A. FRANK, ET AL
PC C SLIDE 36
DB 1531 PG 546
SLIDE 36PC CPG 147DB 1449
PC C SLIDE 36BDB 829 PG 189
ET UXWILLIAM J. TOVAR,
PC C SLIDE 36B
DB 1460 PG 538
PC F SLIDE 65ADB 868 PG 91
PC C SLIDE 36
DB 1449 PG 280
PC F SLIDE 65A
DB 868 PG 91
HOWARD J. BAUMEISTER
DB 781 PG 27
KATIE A. ERWIN
DB 1123 PG 357
PC C SLIDE 36B
HONEY HARTZELL CARR
DB 1707 PG 1270
CARR
HARTZELL
HONEY
PG 1270
DB 1707
GAIL HARTZELL PERROTT
DB 1707 PG 1278
BARBARA DIANNE ABSHIER
DENNIS RALPH ABSHIER AND WIFE
DB 1704 PG 1433
PEGGY MILLER
FRANK MILLER AND WIFE,
EDNA SMITH
DON SMITH AND WIFE,
DB 1657 PG 773
CANDACE LOVE, HEIRS
CANDACE LOVE, HEIRS
2
4"
C
MP
15" CMP36" C
MP
24" CMP 18" CMP18" CMP18" CMP2
4" CMPU/G JBPOSSIBLE
54" CMP24" CM
PCONC HW
CONC HW
CONC HW
CONC HW
18" CMP
12" HDPE
12" HDPEResponsive 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
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.9/25/2023R:\Roadway\Proj\Detour Permit Drawings\R5861_Rdy_dsn_DET_2_psh2B-3.dgnesp8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861 2B-3
MATCHLINE -LDET_2- STA. 24+00 SEE SHEET 2B-4NAD 83/ 2011
-L_DET2-
STATIONS/OFFSETS SEE SHTS. 9 AND 10.
FOR R/W AND EASEMENTS
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
45
KATIE A. ERWIN
DB 1123 PG 357
PC C SLIDE 36B
ALL DETOURS WILL BE REMOVED.
ALL DRIVES ARE 16' WIDE WITH 10' RADII UNLESS OTHERWISE NOTED.
NOTES:
PROPOSED DRAINAGE FOR FINAL CONDITION.
UTILIZED WHILE THE TEMPORARY DETOUR IS IN PLACE.
TEMPORARY DRAINAGE / PERMANENT DRAINAGE TO BE
FOR TRAFFIC CONTROL PLANS SEE SHTS. TMP-1 THRU TMP-56
FOR -L_DET2- PROFILE SEE SHT. 39
FOR DITCH DETAILS SEE SHT. 2D-1 & 2D-2
39
40
34
35
41
4236
37
41A
4337A
37A
37B
C
C
F
F
F
C
C
F
F C
C
C
C
F
-L_DET2-
80+00
85+00
90+00
PI Sta 14+81.47
D
L = 957.61'
T = 481.47'
R = 3,720.00'
10+00
15+00
20+00
SE= 0.03
DS = 50 MPH
RO = 70
-L_DET2-
-L_DET2- PT Sta. 19+57.61
BEGIN CONSTRUCTION
-L_DET2-
-L-
-L_DET2- PT Sta. 21+69.85 (17.00' LT)
END TEMPORARY SHORING
-L_DET2- PT Sta. 16+17.91 (17.00' LT)
BEGIN TEMPORARY SHORING
GREU TL-3TEMP.
GREU TL-3
TEMP.
TEMP. B-77
TEMP. B-77
1.09' LT.
-L- POC Sta. 79+85.99
-L_DET2- PC Sta. 10+00.00=
D2-1RETAINRE
T
AI
NR
E
T
AI
N
R
E
T
AI
N
RETA
IN
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL M
W/ CL B RIPRAP
BERM BASE DITCH
D2-2
2GIB-NSS
W/ 7 SY GEOTEXTILE
2 TONS CL B RIPRAP RETAINRETAIND2-3
GTD
RETAIN TO TOE PROTECTION
TIE BERM BASE DITCH
SEE DETAIL A
SPECIAL CUT DITCH
W/ 14 SY GEOTEXTILE
5 TONS CL B RIPRAP
DURING PHASING
EXTEND AS REQUIRED
SEE DETAIL X
W/ CL B RIPRAP
SP. CUT BASE DITCHSEE DETAIL X
W/ CL B RIPRAP
SP. CUT BASE DITCH
15" TEMP24" TEMP
2 ELBOWS18" w/
P
P
P
P
P
P
PPES
PPES
GR
ASPHALT
ASPHALT
LP
LPLP
LP
LP
2SMTLBUS
SIGN
T
of America Inc.
Frontier Communications
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
TANK
SEPTIC
DRAIN LINE
18.50'
BSTASPHALTCOBB BLUFF (PVT)25.5' PAVED ROADWAY
US19/129 BLAIRSVILLE HWY
ASPHALTSOILGR
ASPHALTASPHALT
25.5' PAVED ROADWAY
US19/129 BLAIRSVILLE HWY
CONCGR
MTL
72" CHL
72" CHLMTL
72" CHLMTL
POST
MTL
LP
LP
GR
GR
GR
ASPHALT
WALL
RETAINING
WD
WALL
RETAINING
WD
WALL
12" STONE
WALL
12" STONE
GARAGE
2SFBUS
1SFD
GARAGEWOODS
WOODS
WOODS
WOODS
WOODS
WOODS
S
SIGNSIGN
SIGN
SIGN
SIGN
SIGN BOLLARD
T
T
T
T
T
T
T
S 88°31'41" E262.29'EIP
EIP
N
2
3°
3
4'
5
2" E6
4.
7
0'
N 46°19'52" E
49.26'
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'
N

0
7°1
7'
4
3
" E
3
2
2
.
0
6'S 72°52'50" W97.63'S 88°15'47" W88.14'N 82°22'52" W47.13'S 82°39'42" W62.21'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 39°03'26" W
224.29'N 17°55'58" E283.38'
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
E
XISTIN
G R/WE
XISTIN
G
R/WEXISTING R/WEXISTING R/W45.00'DRAIN LINESN 25°43'41" W
306.47'
TANK
SEPTIC
DRAIN LINE1SBRDTIMBER WALL
EIP EIPSIGNGRSHEDSHED
CELLAR
ROOTWALL
CONC
WALL
CONC
CONC 36" W
W
36" WW1SFD
EIP
EIP
S
0
5
°2
0'4
6
" W
16
5
.2
4'
S
0
5
°0
0'14
" W
9
3
.3
1'
S
05
°0
0'14
" W
72
.6
1'S 82°19'49" E280.16'S 87°18'49" E290.00'N 84°19'11" E121.91'N 87°50'11" E126.23'TANK
SEPTIC
LINES
DRAIN
TANK
SEPTIC
LINE
DRAIN
KEITH A. LEGERE
DB 1582 PG 449
PHILIP PERLOW
DB 1516 PG 148
HOWARD J. BAUMEISTER
DB 781 PG 27
JOSEPH J. GRUBER
DB 781 PG 27
DB 1587 PG 154
RAYMONDE T. BAUMEISTER
DB 466 PG 16
DB 1540 PG 332
PC C SLIDE 36B
DB 1188 PG 159
ROBERT TRUETT
RAYMONDE T. BAUMEISTER
DB 466 PG 16
PATRICIA E. PRATT
HAL S. ROBERTSON
DB 1541 PG 77
BRITTANY RHODES
DB 1506 PG 319
DB 1587 PG 154
GENE SNEED
DB 457 PG 136
PC C SLIDE 36B
DB 1200 PG 754
PC H SLIDE 122
DB 1467 PG 482
KENNETH P. LANCE
DB 1070 PG 161
KATIE A. ERWIN
DB 1123 PG 357
PC C SLIDE 36B
HOWARD J. BAUMEISTER
CONC
CONC
ASPH
17.5' P
AVE
D
R
OADWAYP
RI
C
E WE
AVE
R
R
DS
R 1643
WOODS
W
HEIRS, ET AL
WILLIAM E. CAMPBELL
HEIRS, ET AL
WILLIAM E. CAMPBELL
ROBERTS JR.
CLINTON L.
15" CMP15" CMP
DI
18" CMPvvv15" CMP
15" CMP
24" CMP
12" CPP
18" CMP18" CMP24" CMP18" CMP18" CMPCONC HWCONC HW
CONC HW 15" CMP15" CMP
18" CMP8" 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
ELEV. = 1731.58
109.54' LT
-L- 97+32.27
BM#5
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861 2B-4
NAD 83/ 2011
MATCHLINE -LDET_2- STA. 24+00 SEE SHEET 2B-3-L_DET2-
-L-SEE INSETMATCHLINE -LDET_2- STA. 38+00 INSETMATCHLINE -LDET_2- STA. 38+009/25/2023R:\Roadway\Proj\Detour Permit Drawings\R5861_Rdy_dsn_DET_2_psh2B-4.dgnespHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO.

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-L-
-L-
STATIONS/OFFSETS SEE SHTS. 10 AND 11.
FOR R/W AND EASEMENT
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
ALL DETOURS WILL BE REMOVED.
ALL DRIVES ARE 16' WIDE WITH 10' RADII UNLESS OTHERWISE NOTED.
NOTES:
PROPOSED DRAINAGE FOR FINAL CONDITION.
UTILIZED WHILE THE TEMPORARY DETOUR IS IN PLACE.
TEMPORARY DRAINAGE / PERMANENT DRAINAGE TO BE
SHTS. TMP-1 THRU TMP-56
FOR TRAFFIC CONTROL PLANS SEE
FOR -L_DET2- PROFILE SEE SHT. 39
FOR DITCH DETAILS SEE SHT. 2D-1 & 2D-2
43
45
47
52
53
54
43
44
48
47
44
108
110+00
38.99' RT.
-L- POT Sta. 108+87.08
-L_DET2- PT Sta. 39+12.26=
END CONSTRUCTION
F
C
C
C C C
C F
F C
C C
F
C
F
F
C
F
C
-L_DET2-
95+00
100+00
105+00
PI Sta 30+33.74
D
L = 384.27'
T = 192.51'
R = 2,500.00'
PI Sta 38+00.98
D
L = 222.80'
T = 111.52'
R = 2,000.00'
25+00
30+00
35+00
SE= 0.04
DS = 50 MPH
RO = 90
SE= 0.05
DS = 50 MPH
-L_DET2- PC Sta. 36+89.46
-L_DET2- PT Sta. 32+25.49
-L_DET2- PC Sta. 28+41.22
-L_DET2-
RO = 110
49
W/ 7 SY GEOTEXTILE
W/ 2 TONS CL B RIPRAP
LINE CUT/FILL TRANSITION
RETAIN
RETAIN
RETAINW/ 7 SY GEOTEXTILE
W/ 2 TONS CL B RIPRAP
LINE CUT/FILL TRANSITION
RETAIN RETAINRETAIN
RETAIN RETAIND2-4
GTD
4OTCB
RETAINW/ 21 SY GEOTEXTILE
8 TONS CL B RIPRAP
D2-5
SEE DETAIL X
W/ CL B RIPRAP
SP. CUT BASE DITCH
30" TEMP18" TEMP
GRADE TO DRAIND2-6
18"
T
EM
P
D2-7
8' x 9' RCBC=
?
0.3
5
8
(I
A)
0.5
9
3
= 374 (DA)100U
P
PSEE
D
ETA
IL TW
/
C
L I RIPR
A
PSTD.
V
D
ITC
H
W
/13 SY
G
EO
FA
B7 TO
N
S
C
L I
R
IPR
A
PO
N REC
EIV
IN
G BA
N
K
A
D
D
ITIO
N
A
L
R
IPR
A
PGR
J FIELDING DR (PVT)
26' PAVED ROADWAY
US19/129 BLAIRSVILLE HWYAZALEA LN
(PVT)
GRGR
EMERALD DOWNS DR (PVT) ASPHALTGR
GR
GR
W
A
LLRETAI
NI
NG
W
D
MTL
MT
L
MTL
WALLRETAINING7" WD
72" WD72" CHL
GR
HTR
1SBKD
1SFD
CONC
1SBKD
CONC
BUS1SMTL
BUS1SMTL
LP
LP
LP
LP
BUS
1SMTL
BUS
1SMTL
BUS
1SMTL
RETAINING WALL7" WD
BOLLARDSECURITY KEYPADBOLLARD
BOLLARD
BOLLARD
BOLLARD
BOLLARD
BOLLARD
72" CHL
BOLLARDSECURITY KEYPADBOLLARD
BOLLARD
BOLLARD
BOLLARD
BOLLARD
BOLLARD
WOODS
WOODS
WOODS
WOODS
HHS
S
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
SIGNS
T
T
T
TT
T
Frontier Communications of America Inc.
BKD
1S
N 84°20'01" W228.65'N 84°20'01" W195.38'144
.07
'N 85°26'48" W94.90'N 77°27'52" W72.80'N
0
8°29'12" E140.37'
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" W43.39'N 79°07'25" W60.63'N
3
5°5
9'5
3"
E
2
4
6.9
3'N 64°28'30" W250.17'S 34°03'00" E
100.00'N 88°05'00" W351.33'S 34°03'00" E
484.12'S 81°42'00" W48.04'S 81°42'00" W259.14'S 85°37'51" E48.94'S
16°18
'13" E
26
.78
'
S 31°34'40" E
128.45'N 82°44'39" W354.22'S
3
3°3
7'16" W9
8.4
4'
S
3
3°3
7'16" W6
4.8
8'S 53°13'16" W165.77'
EIPN 62°58'16" EN

1
1
°2
2'
4
4" W
2
6
6
.
2
3'
N 74°18'44" W22.49'
151.89'
N 55°31'04" W
125.97'
N 35°53'01" W
82.18'S 62°58'56" W266.92'N 24°56'04" W
231.31'N 55°00'10" E68.32'
N 74°36'04" W266.08'
N 21°48'04" W
61.42'153.97' COR TO R/W0.28' R/W TO EIPN

1
1
°2
4'
0
4" W
40
.
0
5'
EIPN 61°09'41" EN 13°44'56" E
126.92'190.86' TOTAL1.19' EIP TO R/W100.00'100.00'
EX
IS
T
ING
R
/W
EX
IST
ING
R
/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
POSSIBLE FOUNDATION
SIGN
TANK
SEPTIC
DRAIN LINE
DRAIN LINES
PER OWNER
NO SEPTIC SYSTEM
GATE LOCKEDACCESS FOR SEPTICCOULD NOT
D
B 1576 PG 551D
B 1501 PG 782M
G
H
I IN
TRESTS LLC
MANUEL HERNANDEZ
DB 1509 PG 370
D
B 1575 PG 809M
IC
H
A
EL
H
O
W
A
R
TH GENE P. FARMER
DB 1548 PG 165
BRUCE C. CHYNOWETH
DB 1066 PG 649
BARBARA A. ROBERSON
DB 621 PG 173
FRANKIE DOCKERY
DB 983 PG 24
WILLARD SMITH
DB 1671 PG 398
RICHARD DIEHL
DB 1036 PG 105
DB 1552 PG 154
DB 1308 PG 59
STORAGE LLCTITAN SELF
D
B 1432 PG 686SA
R
A
H SK
O
M
PDB 1432 PG 686SARAH SKOMP
RENEGADE SELF-STORAGE,LLC
36" CMP
18" CMP
15" CMP18" CMP60" CMP30" C
MP
15" CMP
15" CMP
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]
POND(TY
P.)22'
(TYP.)
22'
(TYP.)
22'11'11'PS6'PS2'SIGN OR WELL
DO NOT DISTURB
(TYP.)22'
G
U
A
R
D
R
A
IL
T
E
M
P
. .04.04.05.06+30.40.06+64.47.05.04.03.02.02+48.85.03.04.05.06.06+20.84.05DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.9/26/2023R:\Roadway\Proj\Detour Permit Drawings\R5861_Rdy_dsn_DET_3_psh2B-5.dgndefault8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861-L_DET3-NAD 83/ 20112B-5
-L-
STATIONS/OFFSETS SEE SHTS. 12 AND 13.
FOR R/W AND EASEMENTS
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
ALL DETOURS WILL BE REMOVED.
ALL DRIVES ARE 16' WIDE WITH 10' RADII UNLESS OTHERWISE NOTED.
NOTES:
PROPOSED DRAINAGE FOR FINAL CONDITION.
UTILIZED WHILE THE TEMPORARY DETOUR IS IN PLACE.
TEMPORARY DRAINAGE / PERMANENT DRAINAGE TO BE
FOR TRAFFIC CONTROL PLANS SEE SHTS. TMP-1 THRU TMP-56
FOR -L_DET3- PROFILE SEE SHT. 40
FOR DITCH DETAILS SEE SHT. 2D-1 & 2D-26263
69
70
71
66
64
655959
NO CLAIM
F
F
C
C
C
F
F
C
F
F C
F
F
C
F
C
C
C
F
F
C
C
-L_DET3- PRC Sta. 11+46.54
-L_DET3- PT Sta. 15+08.47
-L_DET3- PC Sta. 17+92.85
-L_DET3- PRC Sta. 21+45.99
PI Sta 10+73.43
D
L = 146.54'
T = 73.43'
R = 1,000.00'
PI Sta 13+29.59
D
L = 361.93'
T = 183.04'
R = 1,000.00'
PI Sta 19+71.81
D
L = 353.13'
T = 178.96'
R = 900.00'
PI Sta 22+26.06
D
L = 159.75'
T = 80.08'
R = 1,000.00'
-L_DET3-
SE= 0.06 SE= 0.06 SE= 0.06 SE= 0.06
DS = 50 MPH
DS = 50 MPH DS = 50 MPH DS = 50 MPH
RO = 44 RO = 132 RO = 132
ELEV. = 1676.0938.29' LT-L- 123+65.15B
M
#712
5+
0
0
130+00
135+00
1
0
+
0
0
15+00
20+00
-L_DET3-
GREU TL-3
TEMP.
GREU TL-3
TEMP.
-L_DET3- PT Sta. 16+60.00 (20.00' LT)
END TEMPORARY SHORING
-L_DET3- PT Sta. 15+28.97 (20.00' LT)
BEGIN TEMPORARY SHORING
IA TL-3
TEMP
53.82' RT OFFSET
-L- Sta. POT 121+83.12
-L_DET3- PC Sta. 10+00.00=
BEGIN CONSTRUCTION
0.64' LT OFFSET
-L- Sta. 134+61.40
-L_DET3- PT Sta. 23+05.73=
END CONSTRUCTION
IA TL-3
TEMP
D3-2
D3-1 RETAINRETAINRETAIN
RETAIN
RETAIN
RETAIN
D3-5
D3-4
2GIB-NSS
D3-6
RETAI
NSEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SEE DETAIL D
W/ CL I RIPRAP
CHANGE
CHANNEL
SEE DETAIL D
W/ CL I RIPRAP
CHANNEL CHANGE 15" TEMP60" TEMP15" TEMP
JB w/Slab Lid TEMP60" D3-7
D3-8
ON BANKS ONLY
W/ 75 SY GEOTEXTILE
40 TON CL I RIPRAP
BOX CULVERT
SEQUENCING OF FINAL
TO EASE CONSTRUCTION
END OF THE EXISTING PIPE
TEMPORARILY EXTEND OUTLET
OF -L- FILL
DURING CONSTRUCTION
ELEVATION AS REQUIRED
ADJUST RIM TO HIGHER
SY GEOTEXTILE
RIPRAPW/ 5
1 TON CL B
TB JB w/Slab Lid
P
P
P
P
GR
(PVT) GRLONGRIDGE RD
GR
18' PAVED ROADWAY
SR 1667 TAYLOR HENSEN RD
GR
ASPHALT
ASPHALT
ASPHALT
26' PAVED ROADWAY
US19/129 BLAIRSVILLE HWY
ASPHALT
ASPHALTGR
GR
GR
LP
BUS1SMTL BUS1SMTL
BUS1SMTL
BUS1SMTLBOLLARD
72" CHL
MOTORGATE
KEYPADSECURITY
BOLLARD
BOLLARD
BUS1SF
LP W/3 S BW7 2 " CHL1BLKBUS
HTR
KEYPADSECURITY
MOTORGATE
BOLLARD
STUBPOWER
LP
48" WD
48" WW
POLE
GUY
MTL
MTL
GAZEBO
GARAGE
2SFBKD
ABANDONED
6
0" WI
RE60" WIRE
48" BW1SBKD 48" BWBARN
60" WIRE
1SBKD
GARAGE
MTL
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
S
S
SIGN
SIGN
SIGN
SIGN
S
T
T
T
T
T
HHHHBLUE RIDGE MOUNTIAN EMS
RA
IL
6
0
" S
PL
IT
of America Inc.
Frontier Communications
PORTCAR
PORTCAR
EIP
N 84°01'58" W469.78'N 84°01'58" W137.21'N 73°01'58" W
91.97'S 08°31'21" W
S
2
3°0
9'0
2" W2
8.4
2'S 74°31'02" W178.61'N 58°07'02" E328.35'N 68°23'02" E73.00'N
2
4°0
4'0
2"
E
3
2
5.2
0'
N 06°39'34" E174.23'N 04°02'32" E
N 40°17'32" E77.24'
EIP
S 06°48'54" W932.04' TOTAL8.96' R.W TO EIP N 09°21'56" E
72.24'N
2
3°4
2'5
1"
E
6
9.19'N
3
0
°
4
6'
0
7
" E3
1.
5
4'
N 46°40'15" W
44.76'
N 51°55'15" W
69.23'
N 06°45'45" E46.65'
S
88°08
'45" E
18
.95
'N
2
3°4
3'0
2"
E
3
5.16'N
2
3°4
3'0
2"
E
3
6
8.5
8'100.00'EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W45.00'
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
TO R/W
45.76' CORTO EIP1.20' R/W
18
' PAVED
ROADWAY
SR
1667 TAYLOR
HENSEN
RD
N
2
4°0
4'0
2"
E
112
1.2
0'
TANKSEPTIC
DRAIN LINE
TANKSEPTIC
TANKSEPTIC
DRAIN LINE
DRAIN LINE
FIND SEPTIC TANK
COULD NOT
CANNOT GPR
POSSIBLE SEPTIC
TANK
SEPTIC
EIP
EIP
N
2
3
°5
4'
13
" W
5
0
.
4
3'
N 21°03'28" W
257.54'
N

2
3
°2
8'
3
1
" W
8
6
.
3
1'
N 37°03'31" W
35.28'N 58°23'14" E162.93'N 58°23'14" E75.76'N 35°21'46" W
S
29°47
'42" E
DB 1657 PG 447
DB 1598 PG 803
CHRISTINA L. GUTHRIE
DB 914 PG 121
BRENDA
K
INCA
IDDB
574
PG
83
CHR
IST
INA
GUTHR
IE
GEORGETTE HOWERTON
PC B SLIDE 116BDB 1559 PG 280
BRENT HEENAN
PC B SLIDE 116BDB 1398 PG 346
JUSTIN M. HEDDEN
DB 1719 PG 147
DB
574
PG
81
DB 574 PG 81
BRENDA KINCAID
DB 574 PG 83
DB 574 PG 83
DB 1657 PG 447
DB 1671 PG 398
CARLY HOPKINS
CARLY HOPKINS
AND SHEILA H. HOEPPNERKELLY HOPKINS
SELF-STORAGE, LLCRENEGADE
K
INCA
ID
ESTATE
ALFRED
F
.ESTATEALFRED F. KINCAID
W
MAINTAINED R/W
16'50'50'50'
MONR/W 22.50'EXISTING R/WMONR/W
LIFE ESTATE
FREDRICK DEAN DALRYMPLE,
DB 1690 PG 1231
L
IFE
ESTATE
FREDR
ICK
DEAN
DALRYMPLE
, DB 1671 PG 398
DB
1690
PG
1231
HUSBAND, KENNETH HOEPPNER
SHEILA HOEPPNER AND
AND WIFE, ANGELIA HOPKINS;
KELLY R. HOPKINS
DB 1688 PG 1090
RENEGADE SELF-STORAGE, LLC vv
15" CMP 18" CMP
12" RCP
18" CPP
TOP=1682.69'DI 18" CMP36" CMP30" CMP30" CM
P18" CMP12" RCP
CONC HW
CONC 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'
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]GOLD BRANCHDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.9/25/2023R:\Roadway\Proj\Detour Permit Drawings\R5861_Rdy_dsn_DET_4_psh2B-6.dgnesp8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEDNAD 83/ 2011
R-5861 2B-6-L_DET4-MATCHLINE -LDET_4- STA. 24+00 SEE SHEET 2B-7-L-
STATIONS/OFFSETS SEE SHTS. 14 AND 15.
FOR R/W AND EASEMENT
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
ALL DETOURS WILL BE REMOVED.
ALL DRIVES ARE 16' WIDE WITH 10' RADII UNLESS OTHERWISE NOTED.
NOTES:
PROPOSED DRAINAGE FOR FINAL CONDITION.
UTILIZED WHILE THE TEMPORARY DETOUR IS IN PLACE.
TEMPORARY DRAINAGE / PERMANENT DRAINAGE TO BE
TMP-1 THRU TMP-56
FOR TRAFFIC CONTROL PLANS SEE SHTS.
FOR -DET_DR19- PROFILE SEE SHT. 43
FOR -DET_DR18B- PROFILE SEE SHT. 43
FOR -DET_DR18- PROFILE SEE SHT. 43
FOR -L_DET4- PROFILE SEE SHT. 40
FOR DITCH DETAILS SEE SHT. 2D-1 & 2D-2
75
76
77
79
80
8281
84
76
83
84
82
73A
C
C
F
C
F
F
C C
C
C
C
C
C
C
C
C
C
C F
F
F
F
F
F
F C
C
C
C C
F C
C
F
F
F
CC
C145+00
150+00
PI Sta 11+29.41
D
L = 257.55'
T = 129.41'
R = 1,100.00'
PI Sta 14+87.52
D
L = 453.26'
T = 229.97'
R = 1,100.00'
PI Sta 19+23.97
D
L = 208.26'
T = 104.35'
R = 1,300.00'
10+00
15+00
20+00
BEGIN CONSTRUCTION
-L_DET4- PRC Sta. 12+57.55
-L_DET4- PT Sta. 17+10.81
-L_DET4- PC Sta. 18+19.61
-L_DET4-
SE= 0.06 SE= 0.06
DS = 50 MPH DS = 50 MPH
RO = 140 RO = 140
-L_DET4-
GREU TL-3TEMP.
-DET_DR18-
PI Sta 10+43.49
D
L = 71.59'
T = 43.49'
R = 50.00'
PI Sta 11+05.35
D
L = 19.96'
T = 9.99'
R = 200.00'
-DET_DR18B--DET_DR19-
D
L = 68.30'
T = 40.68'
R = 50.00'
PI Sta 11+14.49
D
L = 74.58'
T = 46.19'
R = 50.00'
PI Sta 10+84.76
D
L = 102.20'
T = 53.17'
R = 150.00'
PI Sta 11+54.93
D
L = 42.22'
T = 21.14'
R = 300.00'10+00-DET_DR18- POT Sta. 11+87.40
-DET_DR18- PT Sta. 11+42.88
-DET_DR18- PRC Sta. 10+68.30
10+00
-DET_DR18B- POT Sta. 11+40.00
END CONSTRUCTION
-DET_DR18- POC Sta. 11+40.00
END CONSTRUCTION
-DET_DR18B- POT Sta. 11+40.03
-DET_DR18B- PC Sta. 10+95.36
-DET_DR18B- PT Sta. 11+15.32
-DET_DR18B- PT Sta. 10+71.59-DET_DR18- POC Sta. 10+27.70
-DET_DR18B- PC Sta. 10+00.00=
-DET_DR19- PRC Sta. 11+33.78
-DET_DR19- PC Sta. 10+31.58
PI Sta 10+40.68
GREU TL-3
TEMP.
KOLB
WILLIAM J.
PG 464
DB 1136
74
-L_DET4- PT Sta. 20+27.87
-DET_DR19- PT Sta. 11+40.00
END CONSTRUCTION
-DET_DR19- PT Sta. 11+76.00
0.04' LT OFFSET
-L- POT Sta. 140+70.08
-L_DET4- PC Sta. 10+00.00=
1.14' LT OFFSET
-L- POT Sta. 143+98.98
-DET_DR18- PC Sta. 10+00.00=
-L- POC Sta. 148+61.40
-DET_DR19- POT Sta. 10+06.07=
RETAIN RETAI
ND4EX1
D4-2
ON BANKS ONLY
W/ 30 SY GEOTEXTILE
15 TONS CL I RIPRAP
D4-1
RETAINRETAIN RETAIN
REMOVEREMOVE
RETAI
NW/ 7 SY GEOTEXTILE
W/ 2 TONS CL B RIPRAP
LINE CUT/FILL TRANSITION
D4-3
EX. 36" CMP
REMOVE 19' OF
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 B
LATERAL V DITCH
SEE DETAIL O
W/ CL B RIPRAP
SPECIAL CUT DITCH
TB 2GB-NSS36" TEMPD4-4
15" TEMP
15" TEMP
D4EX4
D4-15
D4-16
TEM
P30"
COLLAR
ON BANKS ONLY
W/ 21 SY GEOTEXTILE
8 TONS CL B RIPRAP
TO DRAIN
GRADE
15" TEMP
D4-20
D4-21
15" TEMP
GR
GR
GR
19.5' PAVED ROADWAY
SR 1580 HEDDEN RD
GR SOI
L1
8
.5' PAVED
ROADWAY
SR

16
6
7
TAYLOR
H
EN
S
EN
RD
GR
GR
BARN
BARN
1SBKD
SOIL
1SBKD
GARAGE
2
4
" MTLBARN
BARN
GR
2
.5SFBKD
GR
MTL
GR
2
.5SFBKD
WD
DECK
2SFBKD
TRA
ILER
ABANDONED
GARAGE
GARAGE
1SBKD
WELL
1SBKD
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
S
S
W
W
TT
T
T
T
T
F
ro
n
tier
C
om
m
u
n
icatio
n
s
o
f
Am
erica In
c.
RUN OF CREEK
PROPERTY LINE IS
RUN OF CREEK
PROPERTY LINE IS
RUN OF CREEK
PROPERTY LINE IS RUN OF CREEK
PROPERTY LINE ISS 53°13'16" W179.28'N 06°39'34" E
397.46'
S 85°51'59" E
206.88'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 41°07'10" E155.58'
N 45°19'02" W
215.80'N 71°25'58" E74.81'R/W MON
EIP
N
2
7
°
0
0'
0
0
"
E
17
2.
9
8' R/W
T
O COR4.
0
3'
EI
P
T
O R/WR/W MON
S
25
°40
'11" E
91
.41'
N 51°29'44" W
100.00'EX
IST
ING
R
/W
EX
IST
ING
R
/W
EX
IST
ING
R
/W
EX
IST
ING
R
/W EXISTING R/WEXISTING R/W
MONR/W
S 53°08'09" E
51.95'S
2
3
°13'0
7
" E
5
9
.9
0'S 08°31'07" E40.08'S 72°01'53" W140.36'S 28°34
'07" E
145
.90
'S 58°22'53" W157.67'N
7
5
°5
3'5
3
" E5
.0
0'S 74°36'53" W208.86'S 62°33'07" E
34.72'
S
26°25
'07" E
S 13°25'07" E20.90'
N
21°20'34" W50
.99'
N
20°27'33" W34.69'63.32'N 74°36'53" E96.31'N 58°25'34" W
73.38'
N 51°59'34" W
70.25'
N 47°12'34" W
44.45'
STRUCTURE
BLOCK
C
INDER
M
T
LHTR
PUM
P
HEAT
TANK
PRO
PANEGR
E
IP
S
2
1
°0
8'0
7
" E
12
.5
0'
E
IP GR50.00'EX
IST
ING
R
/W EX
I
STI
NG R/
W
50.00'EXISTING R/WEXISTING
R
/W
EXISTING
R
/W 50.00'WOOD
S
WOODS
WOOD
S
N 06°47'11" E287.00'
5
0.
0
0'
7.55'EIP
W
6
0
" WW60" WW
GATE BARN
1SFD
1SFD
SIGN
WD POSTS
EXISTING R/W
EXISTING R/W TANKSEPTIC
DRAIN LINES
TANK
SEPTIC
DRAIN LINES
TANK
SEPT
IC
DRA
IN
L
INES
TANK
SEPT
IC
DRA
IN
L
INE
CANNOT GPR
SEPTIC NOT FOUND
CANNOT GPR
SEPTIC NOT FOUND
TANK
SEPTIC
DRAIN FIELD
DRAIN
LINE TANK
SEPTICS
3
4
°
3
3'
1
4" W3
4
7.
5
9'
S 12°57'35" W396.86'
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'DB
852
PG
178
DB
1464
PG
282
M
ICHAEL
L
. HAMBYDB
482
PG
63
M
ICHAEL
J
. W
ILK
INS
BRENDA
K
INCA
IDDB
574
PG
83
CHR
IST
INA
GUTHR
IEDB
817
PG
70
CHR
IST
INA
L
. GUTHR
IE
DB
914
PG
121
N
ICK
GUTHR
IEDB
1020
PG
406
BARBARA
GUTHR
IE
DB
1064
PG
664
DB
652
PG
192
DB
1634
PG
239
DB 1634 PG 239
DB
1717
PG
772CLAUDE W. BEAVERDB 1560 PG 625DB 1622 PG 986DB 1634 PG 239DB 1642 PG 341DB 1513 PG 192GUTHR
IE
BARBARA
STEPHANIE TANNERJAMM
IE
ADAMS
SAVUGOT
SAVUGOT
JAMM
IE
ADAMS
PG
54
DB
941
BEASTER
PAUL
W
.PG
206
DB
361
GUTHR
IE
BARBARA
PG
206
DB
0361
W
CHARLES
GREEN
HE
IRS
, ET
AL
1SFDABANDONED
ER
ICA
LEANN
PORTAL
DB
1712
PG
854
ER
ICA
LEANN
PORTAL
DB
1712
PG
854ERICA LEANN PORTALPHOEBE
M
. HEDDEN
JARRAD
S
. HAMPTON
DB
1699
PG
1271
JARRAD
S
. HAMPTON
DB
1699
PG
1271
JARRAD S. HAMPTON
DB 1699 PG 1271
HUSBAND
, CORY
FRANKL
IN
REBEKA
FRANKL
IN
AND
HUSBAND, CORY FRANKLIN
REBEKA FRANKLIN AND BETTY SUE WHITENERRONNIE D. WHITENER AND N 34°35'34"W
SAVUGOT
JAMMIE ADAMS KELLY ROGERSAND CRYSTALRITA COLLEEN KELLY SAVUGOTJAMMIE ADAMS 15
" CM
P18" CMP18" CMPCMP
JB
(CONC LID)
LOCATE INVERT
UNABLE TO
CMP JB
CONC
HW
18" CMPHH18" CMP18" RCP
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.9/25/2023R:\Roadway\Proj\Detour Permit Drawings\R5861_Rdy_dsn_DET_4_psh2B-7.dgnesp8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEDNAD 83/ 2011
R-5861 2B-7-L_DET4-MATCHLINE -LDET_4- STA. 37+00 SEE SHEET 2B-8MATCHLINE -LDET_4- STA. 24+00 SEE SHEET 2B-6STATIONS/OFFSETS SEE SHT. 15.
FOR R/W AND EASEMENT www.rkk.com
Engineers | Construction Managers | Planners | Scientists ALL DETOURS WILL BE REMOVED.
ALL DRIVES ARE 16' WIDE WITH 10' RADII UNLESS OTHERWISE NOTED.
NOTES:
PROPOSED DRAINAGE FOR FINAL CONDITION.
UTILIZED WHILE THE TEMPORARY DETOUR IS IN PLACE.
TEMPORARY DRAINAGE / PERMANENT DRAINAGE TO BE
TMP-1 THRU TMP-56
FOR TRAFFIC CONTROL PLANS SEE SHTS.
FOR -L_DET4- PROFILE SEE SHT. 41
FOR DITCH DETAILS SEE SHT. 2D-1 & 2D-2
106
85
86
87
88
87
83
91
92
90
93
93
88
88 979693
-L
-
155+00
16
0+
0
0
165+00
PI Sta 32+11.30
D
L = 501.03'
T = 250.55'
R = 12,700.00'
25+00
30+00
35+00
-L_DET4- PC Sta. 29+60.75
-L_DET4- PRC Sta. 34+61.78
SE= N.C.SE= 0.06
-L_DET4-
DS = 50 MPH DS = 50 MPH
RO = 50 RO = 140
PI Sta 38+91.55
D
L = 837.11'
T = 429.77'
R = 1,500.00'
95
DB 1332 PG 133
HUSBAND, CORY FRANKLIN
REBEKA FRANKLIN AND
C
F
C
F
F
C
F
C
F C
F
C
C
C
C
F
C
F
C
F
C
D4-4
RETAINRETA
IN
D4-5
RETAINSEE DETAIL C
SP. LATERAL V DITCH
D4-6
D4-7
ADJ. JB
D4EX2
W/ 7 SY GEOTEXTILE
W/ 2 TONS CL B RIPRAP
LINE CUT/FILL TRANSITION
D4-10
D4-11
2GIB-NSS
D4-12
w/ MH
TB JB
W/ 14 SY GEOTEXTILE
5 TONS CL B RIPRAP24" TEMP18" TEMP 15" TEMP
18" TEMP
15" TEMP
D4-18
D4-19
15" TEMPTEMP
15"
19.5' PAVED ROADWAY
SR 1580 HEDDEN RD
GR
26' PAVED ROADWAY
US19/129 BLAIRSVILLE HWY
MTL
MTL
MTL
POSTWD
WOODS
WOODS
WOODS
WOODS
SIGN
T
T
T
N 62°30'00" W
209.71'
S 09°10'44" W190.29' COR TO R/W0.11' R/W TO MON
R/W MON
N 51°29'44" W
614.44'S 60°00'16" W322.90'N 47°23'39" W
280.77'S 37°10'13" W720.72'
1
0
0.
0
0'
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
MONR/W50.00'EXI
STI
N
G R/
W
5
0.0
0'
TANKSEPTIC
DRAIN LINE
DB 1513 PG 192
DB 1634 PG 239
DB 1515 PG 250
L.B. ADAMS
DB 575 PG 76
DB 575 PG 76DB 1642 PG 341
DB 575 PG 76 DB 1155 PG 119DB 1155 PG 127U.S.A.DB 1155 PG 119
U.S.A.
DB 1155 PG 127
AND CRYSTAL KELLY ROGERS
RITA COLLEEN KELLY
DB 575 PG 76
50'50'
50'
50'
50'
50'
JARRAD S. HAMPTON
DB 1699 PG 1271
JARRAD S. HAMPTON
AND WILLIAM DALE CLONTS
PAUL Q. RAPER HEIRS
AND WILLIAM DALE CLONTS
PAUL Q. RAPER HEIRS
WILLIAM DALE CLONTS
PAUL Q. RAPER HEIRS AND
W
I
LLI
AM DALE CLONTSPAUL Q. RAPER HEI
RSDB 575 PG 76W
I
LLI
AM DALE CLONTS PAUL Q. RAPER HEI
RSBETTY SUE WHITENER
RONNIE D. WHITENER AND
18" CMP
18" CMP1
8
" CMP 18" 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]
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.9/25/2023R:\Roadway\Proj\Detour Permit Drawings\R5861_Rdy_dsn_DET_4_psh2B-8.dgnesp8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-5861
NAD 83/ 2011
MATCHLINE -L_DET4- STA. 37+00 SEE SHEET 2B-7-L_DET4-
-L-
2B-8
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
STATIONS/OFFSETS SEE SHT. 16.
FOR R/W AND EASEMENT
-DET_5- WAS REMOVED FROM THE PLANS.
ALL DETOURS WILL BE REMOVED.
ALL DRIVES ARE 16' WIDE WITH 10' RADII UNLESS OTHERWISE NOTED.
NOTES:
PROPOSED DRAINAGE FOR FINAL CONDITION.
UTILIZED WHILE THE TEMPORARY DETOUR IS IN PLACE.
TEMPORARY DRAINAGE / PERMANENT DRAINAGE TO BE
FOR TRAFFIC CONTROL PLANS SEE SHTS. TMP-1 THRU TMP-56
FOR -L_DET4- PROFILE SEE SHT. 41
FOR DITCH DETAILS SEE SHT. 2D-1 & 2D-2
97
93
96
9898
98 9898
170+00
175+00
180+0010
+00ELEV. = 1690.40
157.00' LT
-L- 179+50.03
BM#10
ELEV. = 1690.40
157.00' LT
-L- 179+50.03
BM#10
-L-
170+00
SE= 0.06
-L_DET4-
DS = 50 MPH
RO = 140
PI Sta 38+91.55
D
L = 837.11'
T = 429.77'
R = 1,500.00'
END CONSTRUCTION
TEMP. GREU TL-3
-L_DET6- POC Sta.
1
4
+1
9.
4
2
-DET_DR2
2- POT Sta.
1
0
+3
2.
5
3
=-DET_DR2
2- PC Sta.
1
1
+8
7.
1
7
GUARDRAIL
TIE TO EXISTING
143.33' LT OFFSET
-L- POT Sta. 173+66.15
-L_DET4- PT Sta. 42+98.89=
40+00
C F
C
C
F
F
C
C
REMOVE
COLLAR
RETAI
ND4-9
D4EX3
D4-8
RETAI
NRETAINSEE DETAI
L CSP. LATERAL V DI
TCHSEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
D4-17
D4-13
D4-14
2GID-NSS
W/ 7 SY GEOTEXTILE
2 TONS CL B RIPRAP
W/ 7 SY GEOTEXTILE
2 TONS CL B RIPRAP
15" TEMP15" TEMP
1
8
" TEMP
WH
WH
P
P
P
P
SEE DETAIL RW/ CL I RIPRAPBASE DITCHSTANDARD 5'
GR
2
5
.5' PAVED
ROADWAY
US
19
/12
9
BLA
IRSV
ILLE
HWY
MTL
MTL
MTL
HTR
GR
PLAYHOUSE
WOOD
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
S
S
S
S
S
IGN
S
T
T
S 89°28'50" E1072.50'R
/W
MON
N 85°45'08" W1017.59'S 83°45'28" E342.30'100.00'
EXISTING R/W
EXISTING R/W
EX
IST
ING
R
/W
EX
IST
ING
R
/W
EXISTING R/W
1SHTRSHED
M
TL
GARAGEMTL WELLSLABCONCFEEDERBI
RDH
O
U
SEB
IR
DGR
DB 575 PG 76
DB 575 PG 76
OLIVER MINOR
DB 1410 PG 83
DB 1390 PG 530DB 1155 PG 127DB 1155 PG 119U.S.A.
DB 1155 PG 127
AND TRACY FOSTERPATRICIA FOSTER
DRAIN LINE
1SBKD
50'50'
50'
50'
AND WILLIAM DALE CLONTS
PAUL Q. RAPER HEIRS
AND WILLIAM DALE CLONTS
PAUL Q. RAPER HEIRS
DB 575 PG 76
AND WILLIAM DALE CLONTS
PAUL Q. RAPER HEIRS
DB 575 PG 76
WILLIAM DALE CLONTS
PAUL Q. RAPER HEIRS vvBRIDGE
ROCK48" CMP18" CMP18" CMPCONC HW
CONC
HW
CONC HW
1
0
" HDPE15" CMPResponsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
ELEV. = 1690.40
157.00' LT
-L- 179+50.03
BM#10
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NAD 83/ 2011
-L_DET6-MATCHLINE -LDET_6- STA. 22+00 SEE SHEET 2B-10STATIONS/OFFSETS SEE SHTS. 16 AND 17.
FOR R/W AND EASEMENT
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
2B-9R-5861
9/25/2023R:\Roadway\Proj\Detour Permit Drawings\R5861_Rdy_dsn_DET_6_psh2B-9.dgndefault8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-DET_5- WAS REMOVED FROM THE PLANS.
ALL DETOURS WILL BE REMOVED.
ALL DRIVES ARE 16' WIDE WITH 10' RADII UNLESS OTHERWISE NOTED.
NOTES:
PROPOSED DRAINAGE FOR FINAL CONDITION.
UTILIZED WHILE THE TEMPORARY DETOUR IS IN PLACE.
TEMPORARY DRAINAGE / PERMANENT DRAINAGE TO BE
TMP-1 THRU TMP-56
FOR TRAFFIC CONTROL PLANS SEE SHTS.
FOR -DET_DR22- PROFILE SEE SHT. 43
FOR -L_DET6- PROFILE SEE SHT. 42
FOR DITCH DETAILS SEE SHT. 2D-1 & 2D-2
99
100
98
98
98
F
C
F
C
C
C
C
F
F
FC
C
C
F
C
C
C
C
C
PI Sta 13+02.06
D
L = 584.52'
T = 302.06'
R = 940.00'
-L_DET6- PT Sta. 15+84.52
-L_DET6- PC Sta. 19+54.29
-L_DET6- PRC Sta. 21+91.61
PI Sta 20+73.64
D
L = 237.32'
T = 119.35'
R = 900.00'
PI Sta 25+40.12
D
L = 639.81'
T = 348.51'
R = 650.00'
SE = 0.06 SE = 0.06 SE = 0.06
-L_DET6-
DS = 50 MPH DS = 50 MPH DS = 45 MPH
RO = 132 RO = 132 RO = 132
180+00
185+00
190+00
10+00
15+00
20+00
-L_DET6-
-L- POC St. 178+30.58
-L_DET6- PC Sta. 10+00.00=
BEGIN CONSTRUCTION
-L_DET6- Sta. 16+34.18 (100.42' RT)
BEGIN TEMP SHORING
-L_DET6- Sta. 20+44.84 (41.08' RT)
END TEMP SHORING
-L_DET6- POC Sta. 14+19.42
-DET_DR22- POT Sta. 10+32.53=
-DET_DR22- POT Sta. 14+12.68
END CONSTRUCTION
-DET_DR22- PT Sta. 13+73.99
-DET_DR22- POT Sta. 14+16.00
-DET_DR22- PRC Sta. 13+20.41
DS = 15 MPH
SE = 0.02
PI Sta 13+08.13
L = 133.24'
T = 120.96'
R = 60.00'
D
PI Sta 13+48.59
L = 53.57'
T = 28.18'
R = 70.00'
D
DS = 15 MPH
SE = 0.02
-DET_DR22-
-DET_DR22- PC Sta. 11+87.17
-L_DET6- Sta. 19+42.87 (43.12' RT)RETAI
NRETAINRETAIN1714
1713
JB w/MH
HW
1710
SEE DETAIL C
SP. LATERAL V DITCH
JB w/ MH
SP. DETAIL
D6-7
SEE DETAIL O
W/ CL B RIPRAP
SPECIAL CUT DITCH
SEE DETAIL O
W/ CL B RIPRAP
SPECIAL CUT DITCH
15" TEMP
RETAI
N(BURIED 1.0')
66" RCP-III
(BURIED 1.0')
66" RCP-III
1720
JB w/MH
SP. DET.(BURIED 1.0')66" RCP-IIISEE DETAIL R
W/ CL I RIPRAP
BASE DITCH
STANDARD 5'
W/45 SY GEOFAB
24 TONS CL I RIPRAP
ON RECEIVING BANK
ADDITIONAL RIPRAP
1717
(BURIED 1.0')66" RCP-III(BURIED 1.0')2 ELBOWS66" CSPW/ FLOWABLE FILLPLUG & FILL1712
4OTCB
P P
P
P 15"6" BST CURB
6" BST CURB
6" BST CURB
6" BST CURB
6" BST CURB
6" BST CURB
CURB6" BST
CONC
GR
US19/129 BLAIRSVILLE HWY 30' BST
(PVT) GR
DECKER
DR
GR
ASPHALT
GR
ASPHALT
26' PAVED ROADWAYUS19/129 BLAIRSVILLE HWY
ASPHALT
GR
ASPHALT
GR
GR
G
R
PL
A
Y
H
O
U
SE
W
O
O
D
C
A
N
O
PY
1SBKD
BUS1SF
BUS1SF
BUS1SF
BUS1SF
BUS1SF
BUS1SF
CAN
PONDFISHCONC
1SBLK
1SBLK
DOG ENCLOSURECONC BLOCK
ENCLOSUREDOG BLOCKCONC
WD BOOTH
36" WD
1SFBUS
1SFBUS
1SFBUS
CAN
CAN
72" CHL
CANOPY
CANOPY
PONDFISHSTONE
W
O
O
D
SW
O
O
D
SWOODS
WOODS
S
SIGN
SIGN
SIGN
SIGN
SIGN
S
SIGN
SIGN
DETERMINE END
UNABLE TO
T
T
T
T
T
T
10 ", THE TOWN OF MURPHY
BLUE RIDGE MOUNTIAN EMS
3 ", THE TOWN OF MURPHY
of America Inc.
Frontier Communications
of America Inc.
Frontier Communications
N 33°22'17" E
145.01'
N 32°09'21" E
119.93'
N 27°43'49" E143.23'N 21°40'44" E
234.00'
S 27°46'46" E
180.00'S 71°08'15" W180.00'S 87°53'24" E78.24'N 87°26'35" WEIP
EIP
EIP
N 87°53'25" W8.79'106.39' COR TO R/W22.77' R/W TO EIPN 81°36'08" W301.06'N 84°16'00" E133.72'N
4
5
°
5
2'
0
0
"
E
18
2.
0
8'100.00'100.00'
EX
IST
ING
R
/W
EX
IS
T
ING

R
/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
DRA
IN
L
INE
DRAIN LINE
DRAIN LINE S 79°18'14" WS 10°45'14" W143.63'S
1
0°45'14" W132.87'
S
4
7
°
0
2'
14
" W2
6
5.
11'383.70'WADE W. DECKER
DB 1387 PG 954
JOHN T. MCGUIRE
DB 563 PG 116
LEWIS E. FOSTER
DB 563 PG 114
PC C SLIDE 88
DB 1441 PG 512
DB 1441 PG 506
DB 1426 PG 515
PC C SLIDE 88
DB 1441 PG 512
DB 1441 PG 506
DB 1426 PG 515
DB 1441 PG 510
JERRY DECKER TRUSTEE
EVA B. DECKER
EVA B. DECKER
AND TRACY FOSTER
PATRICIA FOSTER
SHANNON F. DUFFEK
AND WIFE,
DAVID S. DUFFEK
DB 1698 PG 590
DB 1390 PG 530
DB 1693 PG 934
WIFE, SONYA DECKER
CHAD DECKER AND
60" CMP
JB
18" CMP
15" CMP
1
8
" CM
P
18" CMP
TOP=1627.19'
DI
18"
C
MP
15" CMP
DI
48"
C
MP
48" C
MP
18" CMP
CONC HW
60" C
MP
66" CMP
TOP=1611.53
W/ SLATE TOP
RISER
INV=1583.15
DI
INV=1616.84'
INV=1614.86'
INV=1624.68'
INV=1626.09'
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 CREEKDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
N
A
D 83/ 2011-L_DET6-MATCHLINE -LDET_6- STA. 22+00 SEE SHEET 2B-9-L-
STATIONS/OFFSETS SEE SHTS. 17 AND 18.
FOR R/W AND EASEMENT
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
2B-10R-5861
9/25/2023R:\Roadway\Proj\Detour Permit Drawings\R5861_Rdy_dsn_DET_6_psh2B-10.dgndefault8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-DET_5- WAS REMOVED FROM THE PLANS.
ALL DETOURS WILL BE REMOVED.
ALL DRIVES ARE 16' WIDE WITH 10' RADII UNLESS OTHERWISE NOTED.
NOTES:
PROPOSED DRAINAGE FOR FINAL CONDITION.
UTILIZED WHILE THE TEMPORARY DETOUR IS IN PLACE.
TEMPORARY DRAINAGE / PERMANENT DRAINAGE TO BE
FOR TRAFFIC CONTROL PLANS SEE SHTS. TMP-1 THRU TMP-56
FOR -L_DET6- PROFILE SEE SHT. 42
FOR DITCH DETAILS SEE SHT. 2D-1 & 2D-2
102
103
105
100
101
C
F
F
C
C
C
C
F
F
C
C
F
F
F
C
C
F
C
F
F
C
F
-L_DET6-
-L_DET6- PRC Sta. 28+31.42
PI Sta 29+89.61
D
L = 314.61'
T = 158.19'
R = 1,215.00'
PI Sta 25+40.12
D
L = 639.81'
T = 348.51'
R = 650.00'
SE = 0.06 SE = 0.06
DS = 50 MPH
END CONSTRUCTION
DS = 45 MPH
RO = 132
195+00
200+00
25+00
30+00
-L_DET6-
-L- POC Sta. 199+29.63
-L_DET6- PC Sta. 31+46.03=
RETAIN
R
E
TA
IN
RETAIN
RETAIN
RETAIN
R
ET
AI
N
S
YS
TE
MRETAI
N
S
YS
TEMSEE DETAIL B
LATERAL V DITCH
SEE DETAIL B
LATERAL V DITCH
D6-5
D6-6
SEE DETAIL B
LATERAL V DITCH
SEE DETAIL B
LATERAL V DITCH
W/ 21 SY GEOTEXTILE
8 TONS CL B RIPRAP
ELEV. 1631.0'
FS MIN
SEE DETAIL E
W/ CL B RIPRAP
LATERAL V DITCH
SEE DETAIL E
W/ CL B RIPRAP
LATERAL V DITCH
36" RCP-IVW/ 28 SY GEOTEXTILE
11 TONS CL B RIPRAP
SEE DETAIL AE
STANDARD BASE DITCH
SEE DETAIL G
W/ CL B RIPRAP
LATERAL BASE DITCH
SEE DETAIL B
LATERAL V DITCH
SEE DETAIL X
W/ CL B RIPRAP
SP. CUT BASE DITCH RETAIN SYSTEM18" TEMP
D6-8 (TEMPORARY)30" RCP-IV