tank - pineville, nc
TRANSCRIPT
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
CONST. REV.
RIGHT-OF-WAY REV.
7/27/2017
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
CHARLOTTE, N.C. 28202
200 SOUTH TRYON, SUITE 200
JOHNSTON RD. REALIGNMENT RD06-RDWY-PLAN
T8
117.59’
Investment CompanyW. A Yandell Renta
l &
PIN: 221-064-25D.B. 2036, PG. 293
Management LLCMontgomery
PIN: 221-064-26D.B. 10192, PG. 530
Nancy M. SmithWilliam Frederic Smith &
PIN: 221-064-23D.B. 4630, PG. 564
Southeast IncCardinal Group
PIN: 221-064-22D.B. 13111, PG. 189
Jan H. White Hugh E. White Jr &
PIN: 221-062-03D.B. 6254, PG. 298
Vanzenia BoydEdward Davis Jr &
PIN: 221-062-05D.B. 3735, PG. 14
Investment Company W. A. Yandell Rent
al &
PIN: 221-062-02D.B. 2036, PG. 293
Management LLCMontgomery
PIN: 221-061-01D.B. 10192, PG. 530
GM
10005
581.03
GPS NAIL
GV
GW
GW
GW
GW
GWGW
LPLP
LP
LP
LP
LP
LP
LP
LP
LP
LP
PP
PP
PP
PP
PP
PP
PP
PP PP
501
573.52SPUR
806579.21
SPUR
TBM=567.08
TP
T TPED
TTPED
1573.53
TRVN
2565.22
TRVN
3577.89
TRVN
9
565.21
TRVN OLD2
10
577.90
TRVN OLD3
11587.61
TRVN
13588.53
TRVN
84563.45
TRVN
WM
WM
WM
WM
WM
WMWM
TB
GM
591.72
1148
592.35SPUR
T
TPED
TBMBXS
P
PB
P
PB
8" Wall
30"
C&
G
30"
C&
G30"
C&
G
30"
C&
G
Concrete
Concrete
Concrete
8" Wall
8" Wall
8" Wall
8" Wall
6"
Curb
6"
Curb
6"
Curb
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Conc.
Asphalt
MAIN STREET
T
TPED
FFE=595.11
PM
PM
1852
569.41SPUR
1873583.91
SPUR
1885586.58
SPUR
T
TPED
Chainlink Fence
Chainlink Fence
Asphalt
P
PB
#200
1-Story Vinyl
Covered Area
Covere
d20.5’
3.0’
14.6’
3.0’
14.7’
32.7’
14.6’
15.9’
15.6’
15.9’
22.4’
18.9’
2.8’
13.9’ 5
95.7
2FFE=
Asphalt
HVAC
Condo
minium
sWest
erham
PIN: 2
21-06
C-99
UF 84
3, PG.
1
18" RCP15" CMP
18" RCPTEST WELL
S73°14’29"E 80.95’
2009
2010
2011
2012
2013
20152016
2017
CHILDERS LANE
25’ R/W PER D.B. 2553, PG. 363
10010562.22
SPUR
10016
592.81SPUR
N15°5
3’2
4"E 166.3
4’(
T)
N44
°29’21"E 17
7.96’
S73°22’51"E 148.49’
159.5
9’
6.7
5’
TPED
T
T
S15°5
1’0
4"W 157.9
3’
GIBSON A
LLEY
30’ R/W
EX. D
OVE
R S
TR
EET
N06°0
2’3
7"W 81.6
1’
10033560.03
SPUR
EXIS
TIN
G B
UIL
DIN
G
S67°16’29"E 62.00’ S78°03’29"E 139.39’
S65°39’29"E41.66’
S73°14’29"E 83.28’
INV=583.46
6
6
tank
Nancy Elliot HowieFrances Neal Howie &
PIN: 221-064-19D.B. 605, PG. 55
Nancy Elliot HowieFrances Neal Howie &
PIN: 221-064-19D.B. 605, PG. 55
Frances Neal Howie
PIN: 221-064-18D.B. 4132, PG. 865
Methodist ChurchPineville United
PIN: 221-064-16D.B. 8815, PG. 177
Linda Y. DoveLaura Yandell &
PIN: 221-064-27D.B. 27476, PG. 420
Investment Company W. A. Yandell Rent
al &
PIN: 221-062-01D.B. 2036, PG. 293
Investment Company W. A. Yandle Renta
l &
PIN: 221-062-07D.B. 3402, PG. 433
S05°5
4’39"E 9
0.0
0’
GM
GV
WM
WM
WM
WM
WM
WMWM
GM
GW
GWGW
GW
GW
GW
LP
LPLP
LP
LP
LP
LP
LP
LP
LP
PP
PP
PP
PP
PP
PP
TP
T TPED
TTPED
T
TPED
P
PB
P
PB
PM
T
TPED
PM
T
TPED
8"
Wall
S13°1
2’1
9"W 193.6
2’
N14°12’2
4"E 326.9
3’
S13°56’3
3"W 496.4
2’
N45°1
4’52"E 334.4
8’
317.1
6’(To C
hild
ers L
n.)
S42°4
3’0
7"E
24.9
5’
Shed
FFE=595.11
#200
1-Story Vinyl
Covered Area
Covere
d20.5’
3.0’
14.6’
3.0’
14.7’
32.7’
14.6’
15.9’
15.6’
15.9’
22.4’
18.9’
2.8’
13.9’ 5
95.7
2FFE=
Gravel
6"
Curb
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
LA
DY
BIR
D L
AN
E
PRIV
AT
E A
LLE
Y
T710’ SETBACK
10’ SETBACK
PRIVATE ALLEY
T10
T9
T18
T1
T4T3
T2
T11
2
3
2
2
2
5
4
4
4
4
5
MO
RR
OW
S T
UR
NO
UT W
AY
LYNDON STATION DRIVE
LYNDON STATION DRIVE
10’ SETBACK
3
5
25’X25’ S
T BP: 0+00.00
BP: 0+00.00
BP: 0+00.0
0
PC: 3+44.1
4
PT: 4+19.5
2
PC: 5+39.2
9
PT: 5+53.2
6
PC: 10+12.4
5
PT: 10+58.0
2
(570)
(572)(
570)
(568)
(564)
(565)
(585)
(587)
(588)
(590)
(590)
(587)
(585)
(584)
(582)
(580)
(580)
(578)
(580)
(568)
(572)
(570)
(576)
(575)
(586)
(572)
(574)
PRIVATE ALLEY
12
O
(565)
(580)
(586)
(592)
(563)
(563)
(564)
10’ S
ET
BA
CK
10’ SETBACK
1
2
3
4
13 14 15 16 17 18
19 20 21 22 23 24 25 26 27 28 29 30 3132
3334
3536
2R
3R
*RESTRICT
3R2R 2R
2R2R
2R2R
2R
1R
2R
2R
2R2R
1R
1R
2R
2R
3R
3R
3R
3R
*RES
TRICT
*RE
ST
RIC
T
1R
1R
2R
2R
1R
1R
2R
1R
2R
1R
2R
2R2R
2R
2R
2R2R
2R
2R
2R
1R
2
PRIVATE ALLEY
2
2
1R
10’ BUFF
ER
10’ BUFFER
M
M
2R
1R
2,702 S
F2,70
2 SF
2,702 S
F2,70
2 SF
2,702 S
F
2,702 S
F
2,702 S
F
2,704 S
F2,73
0 SF
3,315 S
F 3,210 S
F3,12
1 SF
2,884 S
F
2,868 S
F
2,868 S
F
3,920 S
F
2,816 S
F
2,699 S
F
2,699 S
F
2,699 S
F
2,699 S
F
4,627 S
F
4,047 S
F
4,049 S
F
4,051 S
F
4,052 S
F
3,975 S
F
BP: 0+00.0
0
PC: 0+06.8
8
PT: 0+85.1
1
PC: 1+92.4
0
PT: 2+34.6
5
PC: 2+57.4
7
PT: 2+94.1
1
EP: 3+52.7
5
25’X
25’ S
T
S13°0
3’4
6"W 155.4
9’
S13°1
2’1
9"W 193.6
2’
S74°36’49"E 148.84’
S05°5
4’39"E 8
9.7
2’
S10°3
6’3
3"W 8
3.5
9’
N86°58’
51"E
150.00’
S05°5
4’39"E 9
0.0
0’
N53°51’28"W 150.80’
N45°0
9’23"E
47.6
3’
N15°5
3’2
4"E 166.3
4’(
T)
N44
°29’21"E 17
7.96’
S73°22’51"E 148.49’
159.5
9’
6.7
5’
N86°58’
01"E
150.79’
N88°45’39
"W41.9
8’
S00°5
4’38"E
7.5
0’
N06°0
2’3
7"W 81.6
1’
S74°26’59"E
40.80’
115.97’
N13°2
8’4
0"E 2
21.3
8’
S12°3
4’1
9"W 2
12.9
9’
N79°31’46"W 119.8
0’
S12°2
8’5
0"W 1
03.6
0’
N15°51’0
4"E 157.3
2’
S75°25’24"E 233.55’(T)
S79°12’06"E 124.48
’
118.33’
N74°43’47"W 113.90’
S78° 16’ 10"E
L = 459.19’
S56° 59’ 30"EL = 344.14’
S74° 16’ 03"E
L = 119.77’
S74° 16’ 03"E
L = 119.77’N56° 59’ 30"W
L = 326.78’
N84° 1
9’ 29"E
L = 19
5.57’
R=125.00’
R=250.00’
L=75.10’
R=200.00’
L=13.97’
R=150.00’L=4
5.39’
S13° 09’ 28"W
L = 3
32.9
3’
S13° 09’ 28"W
L = 3
97.7
9’
N44° 44’ 04"W
L = 55.02’
R=
26.00’L=5.55’
R=552
.00’
L=167.00’
R=125.00’
L=26.98’
N69° 22’ 49"W
L = 83.42’
N76° 02’ 50"W
L = 43.36’
S84°
19’ 48
"WL = 13
0.81’
N78° 16’ 10"W
L = 226.25’
S13° 4
3’ 15"W
L = 9
5.1
5’
N13° 09’ 28"E
L = 3
41.9
5’
R=28. 0
0’
L=38. 9
0’
PROP. 50’ RW PUBLIC STREET
PR
OP. 50’ R
W P
UB
LIC S
TR
EE
T
PR
OP. 50’ R
W P
UB
LIC S
TR
EE
T
50’ RW PUBLIC STREET
PU
BLIC S
TR
EET
40’ RW PUBLIC STREET
25’X25’ ST
25’X25’ ST
FP
GM
GM
GM
GM
GDP
GDP
GV
HVAC
HVAC HVACHVAC HVAC
HV
AC
LP
LP
LP
P
PBP
PB
PM
PM PM
PM
13274562.86
SPUR
13360570.63
SPUR
13362562.67
SPUR
13363563.41
SPUR
13539560.57
SPUR
13589570.18
SPUR
13612584.60
SPUR
13613589.77
SPUR
T
TPED
WM
WM
WM
WM
WM
WM
WV
Brick
1-Story
Brick
2-Story
Brick
2-Story
Brick
1-StoryP
M
YI
YI
Asphalt
Concrete
6"
Curb
8 Parking
Spaces
6 Parking
Spaces
7 Parking Spaces
2 Spaces
3 Spaces
Asphalt
Deck
4 Parking Spaces
46.0’
24.9’
20.1’
66.7’
36.6’
29.9’
0.3’
90.9’
Ram
p
6" Curb
Deck
10"
Wall
Asphalt
70.2’
22.0’
28.6’
30.6’
40.4’
4.5’
67.6’
63.1’
27.0’
12.0’
EU ST15’X15’
ST15’X1
5’
25’X
25’ S
T
ST
15’X15’
ST15’X15’
ST15
’X15’
ST15’X
15’
ST15’X15’
25’X25’ S
T
25’X
25’ S
T
25’X
25’ S
T
ST15’X
15’
25’X25’ S
T
ST15’X
15’
ST15’X
15’
ST
15’X15’
5’ SETBACK
(REALIGNED)CHILDERS LANE
(576)
PI: 6+
37.31
PI: 6+
53.52
PI: 7+
84.67
PI: 8+
63.69
EP: 9
+24.4
3
PI: 2+10.18
PI: 2+68.41
PI: 3+26.95
PI: 3+32.46
PI: 3+94.34
PI: 5+08.87
PI: 5+96.55
PI: 6+43.71
PI: 6+69.09
EP: 7+01.44
PI: 4+54.30
PI: 4+91.19
PC: 8+33.52
EP: 10+23.06
2,702 S
F
STE
M
WA
LL
STE
M
WA
LL
ST
EM
WA
LL
ST
EM
WA
LL
1R
STE
M
WA
LL
WA
LL
2R
20’ SDE
15’ SDE
15’ S
DE
15’ SDE
15’ SDE
15’ SDE
15’ S
DE
15’ SDE15
’ SDE
15’ S
DE
15’ SDE
15’ S
DE
15’ S
DE
15’ S
DE
15’ SDE
15’ SDE
15’ S
DE
15’ S
DE
15’ S
DE
SD
E
SDE
SDE
SD
E
15’ SDE
15’ S
DE
15’ SDE
15’ S
DE
20’ S
DE
3R
3R
*RESTRICT
S44° 25’ 07"W
482.1
2’(To C
hilders)
59.97’
T5
T6
PO
T
Sta. 50+0
0.0
0
50+00
PO
T
Sta. 54+0
8.8
2
POT Sta. 10+00.00 10+0
0
PC Sta. 10+64.00
PT Sta. 12+71.49
PC
Sta. 13+53.05
PT Sta. 14+82.52
15+0
0
POT Sta. 15+70.74
PC Sta. 10
+00.0
0
10+00
PT Sta. 11+3
6.68 PI Sta 11+72.08
L = 207.49’
T = 108.09’
R = 300.00’
D
PI Sta 14+20.15
L = 129.47’
T = 67.10’
R = 200.00’
D
PI Sta 10+70.62
D
L = 136.68’
T = 70.62’
R = 220.00’