hand existing existing - ncdot site... · hand existing existing ... 2 -d1- 10+40 2.23m x 1.60m cs...
TRANSCRIPT
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 StreamNo. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands Impacts Impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 -L- 228+50 1000mm CMP 0.01 <0.01 55 16
1 -L- 228+50 RT BANK STABILIZATION <0.01 13
2 -D1- 10+40 2.23m X 1.60m CS PIPE ARCH 0.02 <0.01 59 18
2 -D1- 10+40 RT BANK STABILIZATION <0.01 26
3 -L- 230+85 900mm CMP 0.01 <0.01 41 8
3 -L- 230+85 RT BANK STABILIZATION <0.01 13
4 -L- 231+50 1800mm CMP <0.01 0.02 13 12
4 -L- 231+50 RT BANK STABILIZATION 0.01 33
5 -L- 232+90 1500mm CMP 0.02 <0.01 83 13
6 -L- 236+10 1400mm CMP 0.01 <0.01 51 11
6 -L- 236+10 RT BANK STABILIZATION <0.01 30
7 -L- 243+30 2100mm CMP 0.00 0.00 0 0
8 -L- 249+65 1500mm CMP <0.01 <0.01 19 9
9 -D4- 10+30 2.41m X 1.70m CS PIPE ARCH <0.01 <0.01 16 25
9 -D4- 10+30 BANK STABILIZATION <0.01 16
9A -L- 255+40 RT BANK STABILIZATION 0.00 25
10 -L- 257+35 / -Y10- 11+00 2@ 1.8m X 1.8m RCBC / BASIN 0.11 0.01 691 47
10 -L- 257+35 RT BANK STABILIZATION <0.01 23
11 -L- 270+55 1400mm CSP <0.01 <0.01 13 10
11 -L- 270+55 LT BANK STABILIZATION <0.01 19
12 -Y17- 11+30 2@ 3.0m X 2.4m RCBC 0.21 <0.01 305 20
13 -L- 279+93 1@ 2.13m X 1.52m RCBC 0.01 <0.01 66 15
13 -L- 279+93 LT BANK STABILIZATION <0.01 16
14 -L- 284+30 Lt. 2 - 2@ 3.35m X 2.74m RCBC 0.00 0.00 0 0
14 -L- 283+96 / -L- 284+98 LT BANK STABILIZATION 0.07 270
SHEET TOTAL: 0.29 0.03 1723 204
SHEET OF 10/21/14
WETLAND PERMIT IMPACT SUMMARY
WBS - 35609.1.1 (R2519A)YANCEY COUNTY
WETLAND IMPACTS SURFACE WATER IMPACTS
NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS
10
0
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
SHEET NO.PROJECT REFERENCE NO.
CONST.REV.
ENGINEERROADWAY DESIGN
ENGINEERHYDRAULICS
R-2519A 20
R / W SHEET NO.METRIC
R / W REV.
8/17/99
MA
TC
HLIN
E -L- STA. 278+
20 SEE S
HEET N
O. 19
MA
TC
HLIN
E -L- STA. 281+
60 SEE S
HEET N
O. 21
-L- US 19E
PE
NS
AC
OL
A
RD.
SR 14
29
-Y17-
NC I9
7
-Y17-
MATCHLINE -Y17- STA. 12+30 SEE SHEET NO. 41
5
2031 ADT
2011 ADT
5058
4200
2529
2100
36387
25100
4793
3150
9522
6450
3565
2350
33995
23350
1365
1150
NA
D 83/ 9
5
PROPOSED TRAFFIC SIGNAL FOR -Y17- PROFILE SEE SHEET 66
FOR -L- PROFILE SEE SHEET 52
FOR WCR STATIONING SEE PAVEMENT MARKING PLANS
FOR CULVERT DESIGN SEE SHEETS C-1 THRU C-112
-Y17-
SE = SEE PLANS
PT
Sta. 2
80+39.8
52
45-15-45
55-14-55
55-12-55
9 5.4
95.4
2 OS
2 OS
+02.4
+47.4
PI Sta 279+24.981D= 18° 42’ 28.0" (LT)L = 231.824T = 116.953R = 710.000
-L-
R=15
1.5 OS279
280
281
BEGIN CONST.
-Y17-
-L-
SE = SEE PLANS SE = SEE PLANS
3.6
3.6
3.6
4.8
4.8
1.2
4.8
4.8
3.6
3.6
3.6
3.61.2
4.8
4.8
3.6
3.6
3.6
3.6
1.2
45
LT EP TAPER
3.6
3.6
3.63.63.6
3.63.63.63.6
+58.8
1.2
0.9
75 2.6
25
2.6
25
0.9
75
+40
00
15
7.2 DR
10.8 DR
9 DR
9 DR
10.8 DR
10.8 DR10.8 DR
S 15
° 27’ 0
0.0" E
PI Sta 11+24.183D = 15° 50’ 00.0" (RT)L = 45.597T = 22.945R = 165.000
S 0° 23’ 00.0"
W
PI Sta 12+01.039D = 24° 06’ 00.0" (RT)L = 60.991T = 30.953R = 145.000
PI Sta 12+73.510D = 2° 22’ 00.0" (RT)L = 41.306T = 20.656R = 1,000.000
PCSta. 11+70.086
02
0203
4.76
70
LT
&
RT
TAP
ER
30
8
3.6
9
+21
RT
EP
TAP
ER
9
DR
4.2
DR
+80
8
+91.203
30
LT EP
TAP
ER
3.8
DR
-Y17- POTSta.11+58.788
-L- POCSta. 279+42.984
-L-
-Y17- PCSta. 11+01.239
-Y17- PTSta. 11+46.835
-Y17- P
TSta. 12
+31.0
77
N 79° 11’ 41.1" E -
L-
CONC CURBPROP. 200X450 mm
CONC CURBPROP. 200X450 mm
CONC CURBPROP. 200X450 mm
CONC CURBPROP. 200X450 mm
RT EP TAPER
45
END CURB & GUTTER+80
6
DR
-Y17- POTSta. 10+23.000
+25
+05.19
8
PROP. CONC. 450mm C&G
BEARING
AH =
S 24
° 29’ 00.0
" W
PROP. 1.5m SIDEWALK
PROP. 1.5m SIDEWALK
PROP. 1.5m SIDEWALK
PROP. 1.5m SIDEWALK
PROP. 1.5m SIDEWALK
PROP. 1.5m SIDEWALK
PROP. 1.5m SIDEWALK
+19.3
+63.6
+53.6
+08.6
CONC CURBPROP. 200X450 mm
.02
.02
.02
.01
.01
.02
.02
.03
.03
.04
.03
.02
.04
.03
.02
.01
.0.0
.01
.02.02
.01
.0.0
.01
.02
.03
.03
SE = 0.03
R=0.6
R=0.6
6.8
PROP. CONC. 750mm C&G
PROP. CONC. 750mm C&G
+00.2
0
WCR
WCRWCR
WCR
WCR
WCR WCR
WCR
GRAU-350
GR
AU-350
GR
AU-350
CAT-1AT-1
END PROPOSEDRETAINING WALL #4 +65
CB
REMOVE
DI
DI
1050
CB
REMOVE
DI
REMOVE
MH
DI
DI
CB375
DI CB
375
CB
CB
COLLAR
CB
RETAIN
RETAIN
CB
CB
CURB CUT
CURB CUT
CB
DI
DI
CB
BDO
CB
REMOVE DI
REMOVE
REMOVE
HW
BURIED O.3mINVERT
PLUG
375
W/ E
LB
OW
SHEET 2-LSEE DETAIL ’X’GRASSED SWALE1.0m BASE
BERM DITCH
DITCHBERM
W/ 2 ELBOWS400 CSP
W/ ELBOW
450 CSP
375
F.F. 5.9 SMEST. 1.8 TONSCL B RIP RAP
F.F. 5.9 SMEST. 1.8 TONSCL B RIP RAP
JB
TS
S
S
SITE 12
S S IMPACT - PERMANENT
DENOTES SURFACE WATER
TS TS IMPACT - TEMPORARY
DENOTES SURFACE WATER
S
S
SITE 13TS
TS
2 @ 3.0m X 2.4m RCBCSEE SHEET 2-NPSH 1050mm
CB
MH
SHEET 2-L SEE DETAIL ’AZ’CLASS ’I’ RIP RAP
RE
MO
VE
RE
MO
VE
AZ
5 M 1 M
17 I
.3 M
Natural Natural
Ground Ground
D
( Not to Scale)
EXISTING BANKEXI
STING
BANK
PIPE OUTLET CHANNEL
Est = _______ Tons of Class ___ RipRap
D = _________Length = ________
d = _______
(Variable)
CHANNEL BED
DETAIL __
-L- STA. 279+92 TO 279+98 LT
2:1
0.15m
3.0m
(NOT TO SCALE)
RIP RAP
CLASS ’I’
0.3m
ENTRANCE AND OUTLET
LOW FLOW BENCH AT CULVERT
DETAIL C-12
375
375
375
375
DI
JB/MH
Extra Depth
CB,
EST. 14 TONS RIP RAPEST. 40 CU. M. DDESEE DETAIL C-12 SHEET 2-MLOW FLOW BENCH
EST. 15 TONS RIP RAPEST. 600 CU. M. DDESEE DET. C-50 SHT. 2-MLOW FLOW BENCH
2GI
-L- 279+05 TO 279+22 LT.
2:1
(NOT TO SCALE)
RIP RAP
CLASS ’I’
0.3m
NO FILTER FABRIC
ENTRANCE
LOW FLOW BENCH AT CULVERT
DETAIL C-50
-L- 278+58 TO 279+02 LT.
2:1
2:1
Slope
Fill
1.5m
0.08 m/m
0.3m
3.0m
3.0m
RIP RAP
CLASS ’I’
TS
TO ELEV = 810.0mCLASS I RIP RAP
gEIP
gEIP
FCM
S2°5
5’5
7"W
100.5
20
S2°5
5’5
7"W
24.112
S1°36’5
5"W
3.0
82
EIP-
RW
101.296
CM-EIP
S47°2
4’0
0"E
B
B
S32°0
4’2
7"E
24.4
81
N56°
33’32"
E
85.6
90
S06°0
4’19"W
31.715
B
S10
°54’0
0"E
36.9
15
S09°5
2’13"W
34.6
67
DB 363 PG 130
FRANK FOXDB 191 PG 260
CHARLES RANDOLPHDB 220 PG 451
B
DB 94 PG 413ELOISE B. BRIGGS
ROLANDRUSSELL DAVID
EXISTING R/W
+72.5
40
22.3
26
22.892
+33.376
23.3
35
+70.8
09
19.389
+96.334
17.5
59
+44.5
23
45.7
20
(150.0
0’)
CHARLES & KEVIN DELLINGER
DB 263 PG 219
DB 192 PG 33
DB 139 PG 448
GREG & MADELINE BRYANT
LAWHERN
LUTHER H.
DB 151 PG 337
FCM
18.288
EXISTING R/W
(60’)
WALLACE B. EDGE
10.141
+36.488
22.8
10
+11.4
73
30.48m(100.00’)
45.7
20
(150.0
0’)
29.0
72
N01°36’5
4"E
36.000S79°50’04"E
DB 201 PG 625
DB 201 PG 625DB 201 PG 625
WALLACE B. EDGE
DB 201 PG 625
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
64.2
05
N03°14
’21"W
51.7
29
N03°14
’21"W
gEIP
28.4
00
+35.8
90
3.35m
(11.00’)
9.14m
(30.00’)
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
27.4
99
N00°4
4’2
4"E
EIPg
18.6
69
17.9
99
33.497
40.837
+02.80
8
DELX, INC.
DB 354 PG 537UNRECORDED PLAT
+92.640
+39.852
+39.852
+29
+38 +72
+82+21
-Y17-
+95
+90
+81
+87
+86
+80-Y17-
+60-Y17-
+35
31m(101.71’)
20m(65.62’)
20m(65.62’)
(45.93’)14m
(39.37’)12m
(144.3
6’)44m
(65.62’)20m
(147.64’)45m
102
103
108
109107
106
105
104
+37.5
+21
+31
101
100
+00
+90
& 25.5m(83.66’)22.887m(75.09’)
22.808m(74.83’)25.5m(83.66’) &
& 24m(78.74’)22.369m(73.39’)
22.198m(72.83’)
24m(78.74’) &
& 23m(75.46’)22.047m(72.33’)
23.071m(75.69’)
18.00
0m(59.06’)
20m(
65.62’) &
22.776m(74.73’)
33m(108.27’) &
22.851m(74.97’)
33m(108.27’) &
19.051m(62.50’)
& 32m(104.99’)26.593m(87.25’)
& 32m(104.99’)27.044m(88.73’)
28.149m(92.35’)31m(101
.71’) &
99A99
+92.862
(91.75’)27.964m
& 20m(65.62’)17.727m(58.16’)
+4317.687
m(58.03’)
20m(65.62’)
&+67
(65.62’)
20.000
m+72.312
+5050m(164.04’)
d
PV
C
200
mm
TH 25
200 mm
15 mm
300 mm
200 mm
200 mm
(TS)
EOI
EOI
EOI
(TS)
(TS)
(TS)
200
mm
200 mm
150
mm
300 mm
15
mm
50
mm
EOI
(3)T
FO
T
&
T
FO
200
mm
EOI
FOR THIS WM.PIPING FOUND
NO ASSOCIATED
50 mm
ASSUMED ABANDONED
ORIGIN AND
ARE OF UNKNOWN
MARKED "?UTL"
FRAGMENTED LINES
NOTE:
EN
D
150
mm
150 mm
150
mm
T
T
T
TT
CMP
450mm
CM
P
450
mm
2-1.8 X 1.8 RCBC
CONC. HW 1.4m
2.13
X 1.5
2
RC
BC
PP
Q
R
R
P
P
P
PR
O
R
PP
R
Q
P
RP
P
P
P
P
R
PP
P
P
{
z
X X XX
S
S
dX
X
X
X
X
X
XX
X
X
X
X
X
X
YY
RR
X
X
X
XXX
XX
X
XXX
XXXXXXX
X
X
S
S
XX
XX
X
X
X
X
X
XX
YYY
X
X
YY
Y
X
Y
O
YYS
Y
Y
XS
z
R
XXX
X S
O
Y
GR
S
ISFBUS
1800mm
CHL
S
1SB
LK
BU
S
C
MP
300
mm
CMP
375mm
HT
R
GR
S
S
S
GR
GR
2S
BL
K&FB
US
1SBL
K&FB
US
S
W/L
T
G
GR
1S
FD
BST
S
HTR
HTRBUS
1SFBUS
BST
VVVVVVVVVV
V
375mm
CMP
GR
GR
LT
CO
NC
BST
W/SIG
LT
DI
S
CONC
BST
1SBKBUS
C
ON
C
1400
mm
7.3
BS
T
CMP
375mm
CMP
375mm
7.3
BS
T
1400
mm
CO
NC
DI
200
mm
CM
P
B
ST
US 19E 10.7 BST
0.9 BST
0.6 BST
MTL
MTL
1SBLKBUS
1SBLKBUS
W/SIGLT
W/SIGLT
MTL
R15
00
mm
CM
P W/LT
W/SIGLT
STONE1050mm
PW/LT
13249L
2 GAS
S
W/LT
SOIL
W/LT
GR
4SBW
W/LT
W/LTW/LT
W/LT
W/LT
W/LT
BST
4SBW 4.9 BST
BST
O
O
O
XXX
X
X
XX
X X
YY
YYYYYYY
US 19E 10.7 BST
EOT
EOP
0.6 BST
SIGN
WOOD
CURB
CONC
150mm
C
AN
OP
Y
MT
L
CU
RB
150
mm
CO
NC
5.5
BS
T
PE
NS
COLA
RD
:
BL-54-
{
z
z
F
F
F
F
F
F
FFF
F
C
C
C
C
C
C
C
C
F
F
10
0
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
SHEET NO.PROJECT REFERENCE NO.
CONST.REV.
ENGINEERROADWAY DESIGN
ENGINEERHYDRAULICS
R-2519A 20
R / W SHEET NO.METRIC
R / W REV.
8/17/99
MA
TC
HLIN
E -L- STA. 278+
20 SEE S
HEET N
O. 19
MA
TC
HLIN
E -L- STA. 281+
60 SEE S
HEET N
O. 21
-L- US 19E
PE
NS
AC
OL
A
RD.
SR 14
29
-Y17-
NC I9
7
-Y17-
MATCHLINE -Y17- STA. 12+30 SEE SHEET NO. 41
5
2031 ADT
2011 ADT
5058
4200
2529
2100
36387
25100
4793
3150
9522
6450
3565
2350
33995
23350
1365
1150
NA
D 83/ 9
5
PROPOSED TRAFFIC SIGNAL FOR -Y17- PROFILE SEE SHEET 66
FOR -L- PROFILE SEE SHEET 52
FOR WCR STATIONING SEE PAVEMENT MARKING PLANS
FOR CULVERT DESIGN SEE SHEETS C-1 THRU C-112
-Y17-
SE = SEE PLANS
PT
Sta. 2
80+39.8
52
45-15-45
55-14-55
55-12-55
9 5.4
95.4
2 OS
2 OS
+02.4
+47.4
PI Sta 279+24.981D= 18° 42’ 28.0" (LT)L = 231.824T = 116.953R = 710.000
-L-
R=15
1.5 OS279
280
281
BEGIN CONST.
-Y17-
-L-
SE = SEE PLANS SE = SEE PLANS
3.6
3.6
3.6
4.8
4.8
1.2
4.8
4.8
3.6
3.6
3.6
3.61.2
4.8
4.8
3.6
3.6
3.6
3.6
1.2
45
LT EP TAPER
3.6
3.6
3.63.63.6
3.63.63.63.6
+58.8
1.2
0.9
75 2.6
25
2.6
25
0.9
75
+40
00
15
7.2 DR
10.8 DR
9 DR
9 DR
10.8 DR
10.8 DR10.8 DR
S 15
° 27’ 0
0.0" E
PI Sta 11+24.183D = 15° 50’ 00.0" (RT)L = 45.597T = 22.945R = 165.000
S 0° 23’ 00.0"
W
PI Sta 12+01.039D = 24° 06’ 00.0" (RT)L = 60.991T = 30.953R = 145.000
PI Sta 12+73.510D = 2° 22’ 00.0" (RT)L = 41.306T = 20.656R = 1,000.000
PCSta. 11+70.086
02
0203
4.76
70
LT
&
RT
TAP
ER
30
8
3.6
9
+21
RT
EP
TAP
ER
9
DR
4.2
DR
+80
8
+91.203
30
LT EP
TAP
ER
3.8
DR
-Y17- POTSta.11+58.788
-L- POCSta. 279+42.984
-L-
-Y17- PCSta. 11+01.239
-Y17- PTSta. 11+46.835
-Y17- P
TSta. 12
+31.0
77
N 79° 11’ 41.1" E -
L-
CONC CURBPROP. 200X450 mm
CONC CURBPROP. 200X450 mm
CONC CURBPROP. 200X450 mm
CONC CURBPROP. 200X450 mm
RT EP TAPER
45
END CURB & GUTTER+80
6
DR
-Y17- POTSta. 10+23.000
+25
+05.19
8
PROP. CONC. 450mm C&G
BEARING
AH =
S 24
° 29’ 00.0
" W
PROP. 1.5m SIDEWALK
PROP. 1.5m SIDEWALK
PROP. 1.5m SIDEWALK
PROP. 1.5m SIDEWALK
PROP. 1.5m SIDEWALK
PROP. 1.5m SIDEWALK
PROP. 1.5m SIDEWALK
+19.3
+63.6
+53.6
+08.6
CONC CURBPROP. 200X450 mm
.02
.02
.02
.01
.01
.02
.02
.03
.03
.04
.03
.02
.04
.03
.02
.01
.0.0
.01
.02.02
.01
.0.0
.01
.02
.03
.03
SE = 0.03
R=0.6
R=0.6
6.8
PROP. CONC. 750mm C&G
PROP. CONC. 750mm C&G
+00.2
0
WCR
WCRWCR
WCR
WCR
WCR WCR
WCR
GRAU-350
GR
AU-350
GR
AU-350
CAT-1AT-1
END PROPOSEDRETAINING WALL #4 +65
CB
REMOVE
DI
DI
1050
CB
REMOVE
DI
REMOVE
MH
DI
DI
CB375
DI CB
375
CB
CB
COLLAR
CB
RETAIN
RETAIN
CB
CB
CURB CUT
CURB CUT
CB
DI
DI
CB
BDO
CB
REMOVE DI
REMOVE
REMOVE
HW
BURIED O.3mINVERT
PLUG
375
W/ E
LB
OW
SHEET 2-LSEE DETAIL ’X’GRASSED SWALE1.0m BASE
BERM DITCH
DITCHBERM
W/ 2 ELBOWS400 CSP
W/ ELBOW
450 CSP
375
F.F. 5.9 SMEST. 1.8 TONSCL B RIP RAP
F.F. 5.9 SMEST. 1.8 TONSCL B RIP RAP
JB
TS
S
S
SITE 12
S S IMPACT - PERMANENT
DENOTES SURFACE WATER
TS TS IMPACT - TEMPORARY
DENOTES SURFACE WATER
S
S
SITE 13TS
TS
2 @ 3.0m X 2.4m RCBC
804
805
805
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SEE SHEET 2-NPSH 1050mm
CB
MH
SHEET 2-L SEE DETAIL ’AZ’CLASS ’I’ RIP RAP
RE
MO
VE
RE
MO
VE
AZ
5 M 1 M
17 I
.3 M
Natural Natural
Ground Ground
D
( Not to Scale)
EXISTING BANKEXI
STING
BANK
PIPE OUTLET CHANNEL
Est = _______ Tons of Class ___ RipRap
D = _________Length = ________
d = _______
(Variable)
CHANNEL BED
DETAIL __
-L- STA. 279+92 TO 279+98 LT
2:1
0.15m
3.0m
(NOT TO SCALE)
RIP RAP
CLASS ’I’
0.3m
ENTRANCE AND OUTLET
LOW FLOW BENCH AT CULVERT
DETAIL C-12
375
375
375
375
DI
JB/MH
Extra Depth
CB,
EST. 14 TONS RIP RAPEST. 40 CU. M. DDESEE DETAIL C-12 SHEET 2-MLOW FLOW BENCH
EST. 15 TONS RIP RAPEST. 600 CU. M. DDESEE DET. C-50 SHT. 2-MLOW FLOW BENCH
2GI
-L- 279+05 TO 279+22 LT.
2:1
(NOT TO SCALE)
RIP RAP
CLASS ’I’
0.3m
NO FILTER FABRIC
ENTRANCE
LOW FLOW BENCH AT CULVERT
DETAIL C-50
-L- 278+58 TO 279+02 LT.
2:1
2:1
Slope
Fill
1.5m
0.08 m/m
0.3m
3.0m
3.0m
RIP RAP
CLASS ’I’
TS
TO ELEV = 810.0mCLASS I RIP RAP
gEIP
gEIP
FCM
S2°5
5’5
7"W
100.5
20
S2°5
5’5
7"W
24.112
S1°36’5
5"W
3.0
82
EIP-
RW
101.296
CM-EIP
S47°2
4’0
0"E
B
B
S32°0
4’2
7"E
24.4
81
N56°
33’32"
E
85.6
90
S06°0
4’19"W
31.715
B
S10
°54’0
0"E
36.9
15
S09°5
2’13"W
34.6
67
DB 363 PG 130
FRANK FOXDB 191 PG 260
CHARLES RANDOLPHDB 220 PG 451
B
DB 94 PG 413ELOISE B. BRIGGS
ROLANDRUSSELL DAVID
EXISTING R/W
+72.5
40
22.3
26
22.892
+33.376
23.3
35
+70.8
09
19.389
+96.334
17.5
59
+44.5
23
45.7
20
(150.0
0’)
CHARLES & KEVIN DELLINGER
DB 263 PG 219
DB 192 PG 33
DB 139 PG 448
GREG & MADELINE BRYANT
LAWHERN
LUTHER H.
DB 151 PG 337
FCM
18.288
EXISTING R/W
(60’)
WALLACE B. EDGE
10.141
+36.488
22.8
10
+11.4
73
30.48m(100.00’)
45.7
20
(150.0
0’)
29.0
72
N01°36’5
4"E
36.000S79°50’04"E
DB 201 PG 625
DB 201 PG 625DB 201 PG 625
WALLACE B. EDGE
DB 201 PG 625
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
64.2
05
N03°14
’21"W
51.7
29
N03°14
’21"W
gEIP
28.4
00
+35.8
90
3.35m
(11.00’)
9.14m
(30.00’)
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
27.4
99
N00°4
4’2
4"E
EIPg
18.6
69
17.9
99
33.497
40.837
+02.80
8
DELX, INC.
DB 354 PG 537UNRECORDED PLAT
+92.640
+39.852
+39.852
+29
+38 +72
+82+21
-Y17-
+95
+90
+81
+87
+86
+80-Y17-
+60-Y17-
+35
31m(101.71’)
20m(65.62’)
20m(65.62’)
(45.93’)14m
(39.37’)12m
(144.3
6’)44m
(65.62’)20m
(147.64’)45m
102
103
108
109107
106
105
104
+37.5
+21
+31
101
100
+00
+90
& 25.5m(83.66’)22.887m(75.09’)
22.808m(74.83’)25.5m(83.66’) &
& 24m(78.74’)22.369m(73.39’)
22.198m(72.83’)
24m(78.74’) &
& 23m(75.46’)22.047m(72.33’)
23.071m(75.69’)
18.00
0m(59.06’)
20m(
65.62’) &
22.776m(74.73’)
33m(108.27’) &
22.851m(74.97’)
33m(108.27’) &
19.051m(62.50’)
& 32m(104.99’)26.593m(87.25’)
& 32m(104.99’)27.044m(88.73’)
28.149m(92.35’)31m(101
.71’) &
99A99
+92.862
(91.75’)27.964m
& 20m(65.62’)17.727m(58.16’)
+4317.687
m(58.03’)
20m(65.62’)
&+67
(65.62’)
20.000
m+72.312
+5050m(164.04’)
d
PV
C
200
mm
TH 25
200 mm
15 mm
300 mm
200 mm
200 mm
(TS)
EOI
EOI
EOI
(TS)
(TS)
(TS)
200
mm
200 mm
150
mm
300 mm
15
mm
50
mm
EOI
(3)T
FO
T
&
T
FO
200
mm
EOI
FOR THIS WM.PIPING FOUND
NO ASSOCIATED
50 mm
ASSUMED ABANDONED
ORIGIN AND
ARE OF UNKNOWN
MARKED "?UTL"
FRAGMENTED LINES
NOTE:
EN
D
150
mm
150 mm
150
mm
T
T
T
TT
CMP
450mm
CM
P
450
mm
2-1.8 X 1.8 RCBC
CONC. HW 1.4m
2.13
X 1.5
2
RC
BC
PP
Q
R
R
P
P
P
PR
O
R
PP
R
Q
P
RP
P
P
P
P
R
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P
P
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X X XX
S
S
dX
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X
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X
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X
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XX
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XXX
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X
X
S
S
XX
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X
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X
YY
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Y
Y
XS
z
R
XXX
X S
O
Y
GR
S
ISFBUS
1800mm
CHL
S
1SB
LK
BU
S
C
MP
300
mm
CMP
375mm
HT
R
GR
S
S
S
GR
GR
2S
BL
K&FB
US
1SBL
K&FB
US
S
W/L
T
G
GR
1S
FD
BST
S
HTR
HTRBUS
1SFBUS
BST
VVVVVVVVVV
V
375mm
CMP
GR
GR
LT
CO
NC
BST
W/SIG
LT
DI
S
CONC
BST
1SBKBUS
C
ON
C
1400
mm
7.3
BS
T
CMP
375mm
CMP
375mm
7.3
BS
T
1400
mm
CO
NC
DI
200
mm
CM
P
B
ST
US 19E 10.7 BST
0.9 BST
0.6 BST
MTL
MTL
1SBLKBUS
1SBLKBUS
W/SIGLT
W/SIGLT
MTL
R15
00
mm
CM
P W/LT
W/SIGLT
STONE1050mm
PW/LT
13249L
2 GAS
S
W/LT
SOIL
W/LT
GR
4SBW
W/LT
W/LTW/LT
W/LT
W/LT
W/LT
BST
4SBW 4.9 BST
BST
O
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X
X
XX
X X
YY
YYYYYYY
US 19E 10.7 BST
EOT
EOP
0.6 BST
SIGN
WOOD
CURB
CONC
150mm
C
AN
OP
Y
MT
L
CU
RB
150
mm
CO
NC
5.5
BS
T
PE
NS
COLA
RD
:
BL-54-
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z
F
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F
VICINITY
NORTH CAROLINADIVISION OF HIGHWAYS
SHEET OF
NCDOT
Burnsville
1367
1336
1336
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1437
1455
1196
13751374 1428
1139
1195
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1200
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1377
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1115
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1138
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(197
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Micaville1197
1147
1320
1308
1186
1307
1187
1146
1145
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1144
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1142
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End Project
Begin Project
YANCEY COUNTY
PROJECT: WBS 35609.1.1 (R-2519A)
SR 1186 (OLD US 19)(JACKS CREEK ROAD) TO US 19 E EAST OF SR 1336
D
SITE 1
D
SITE 4SITE 3SITE 2
D
SITE 5
D
SITE 6
D
SITE 7
D
SITE 8
D
SITE 10SITE 9
D
SITE 11
D
SITE 16SITE 15SITE 14
D
SITE 17
D
SITE 20SITE 19SITE 18
D
SITE 21
D
SITE 23SITE 22
D
SITE 24
D
SITE 25P
D
SITE 25
D
SITE 26
D
SITE 27
D
SITE 28
D
SITE 29
D
SITE 30
D
SITE 37
D
SITE 36
D
SITE 35
D SITE 33SITE 32
D
SITE 31
D
SITE 34
MAP
D
SITE 12
AT PENSACOLA ROAD
CULVRET EXTENSION
SITE 13SITE 12
D