SW3200202_Plansheet 1 - Existing Site Conditions_20220216

U.S. HWY 74
I OLD CHARLOTTE
HIGHWAY
SITE
t
SHERIDAN J
SUBDIVISION
NITS
CHAPEL
ROAD
EX. TAYLOR
GLENN SUB.
I GOLOMINE
ROAD
N.C. HWY. 84
VICINITY MAP
N
1 N/F
DUKE POWER HIGH VOLTAGE BRANDON OAKS SUBDIVISION
TRANSMISSION LINE TOWER PC K PG 161 1 ) 236 / 236
\� BRANDON OAKS SUBDIVISION I \ I I I I I I I I I I I I I I MEAN X / /PC i PG GS3 /
\ 32 I 1 J4 I � I �° I � 135 139 I w 1 a1 1 42 1 43 1 44 1 45 1 „ � I /
ER L S 46'22'36" E 822.62' Y EIR
\ I 1 1 1 1 1 1 1 I 1 1 1 1 1 / 47 // ` r GENERAL NOTES
AMY E'LIZABETH MOORE RUSSO N596.63'
/ IN=584
& / OUT=
AMANDA CAROL MOORE LADD / 58604'
DB 492 PG 421
/
/
PRICE MILL CREEK
CREEK
N/F
AWE EILEEN MOORE PITT
DB 492 PG 430
\ 9
de
S 5g'39'22" E J
30" BLAZED
ON PA
SS MH
RIM =
P Z v ,W 4 3.
DI S 1.25" EIP
/ 1
/ N/F 1
RUTH MANUS TRUSTEE
DB 3807 PG 111
(ALSD SEE DB 31Z PG 584) 1
I
GRAPHIC SCALE
200 0 100 200 400
( IN FEET )
1 inch = 200 ft.
BARB WIRE
CHARLES MAX SAISSER @ SHEILA SASSER
(ALSO SITE `DB 312, PG 584)
PG
S,5e3'j1
47'
t
I
1 i
1
BENT EIP FOUND
7.47 sourHwEsr OF P/L I
1 "/F
I
I N/FLARRY
W. HEMS &
I
PATRICIA A. HELMS
GEORGE NEAL MEDLIN
I
DB 011. PG 250
I DBTM372• pGEDLIN
(SEE MAP CAB. D. FILE 290)
926
(FIRST TRACT)
I
\ •� 237
EIR EIR 0.13' y w 1. TAX. PARCEL NOS: 07-120-00590, 07-120-005A, 07-120-003, 07-120-008, 07-123-0013, 07-120-00580.
g6'250 366. 4' sourN OFJINEM/�q
(\ -�(/ 2. DEED REFERENCES: DB 5767 PG 149, DB 5767 PG 137, DB 5801 PG 717, DB 5801 PG 703
I / /229 \\ 227 \ 3. ALL. DISTANCES SHOWN ARE HORIZONAL GROUND, UNLESS OTHERWISE NOTED.
4. ALL ,AREAS DETERMINED BY COORDINATE COMPUTATION.
� W h V �� / .< 1 S. NOINCGS MONUMENT FOUND WITH IN 2000' OF SITE. LEGEND
6. IROM REBARS AT ALL CORNERS UNLESS OTHERWISE NOTED.
�< / \ EIP EXISTING IRON PIPE
V' 220 \ 7. FEMIA FLOOD PANEL #37104497OW & 37105406001, MAP EFFECTIVE DATE, OCTOBER 16, 2008 AS SHOWN HEREON. EIR EXISTING IRON ROD
M tic \ 219 \ y SIR SET IRON ROD
2,6 \ /'c 8. THIS SURVEY IS OF ANY EXISTING PARCEL OR PARCELS OF LAND AND DOES NOT CREATE A NEW R/W RIGHT OF WAY
yMB MAP BOOK
\ \� / �nP j1 STREET OR CHANGE AN EXISTING STREET. DB DEED BOOK
9. SEE SHEET TWO FOR THE EXISTING CONDITIONS ALONG WESLEY CHAPEL -STOUTS ROAD. PG PAGE
MBL MINIMUM BUILDING LINE
/ 2% / / 10. COINTOURS SHOWN PER NCDOT LIDAR. T CONITOUR INTERVAL AND THE VERTICAL DATAUM IS NAVD88. C��ON__C CONCRETE
Ip 47'07'2 " W 779. 8' /� / AM NOT TO SAL
EARED
wMWN EIR /
POB POINT OF BEGINNING
AaEA T r I T �` 216 / ) OHE OVERHEAD POWER
\ 12ae / 20 % / / / / FND FOUND
2os \ 1 EX EXISTING
/ 210 / 211 27a / 212 POWER POLE
/.17 -4_ � / / 213� / (` POWER POLE GUY WIRE
29 'TDONN/Nc N/F NOW OR FORMERLY
SAN2a SWR. SEWER
/ SANITARY
\ / 2os/202 FM FORCEMAIN
201
\ / � 200 / O PEDISTAL
If O SEWER MANHOLE
\ \ WV
DR J rqh \ \ H WATER VALVE
\ 9P \
\ HIGH VOLTAGE
TRANSMISSION TOWER
\\\,�'y� MAILBOX
SS H .P/ 94 �4}.
TRACE RIM =618.48' / 4 W
.i o Ts11.58' / 799 /\�jyP\ Q WATER MANHOLE
5.03 A
010,�5 S / 198 \\ nw WATER METER
d7=1 0 j \� /127 j �\ \
FH
19e FIRE HYDRANT 195
SS H �
\ /\
RIM=615.70' 1 \ \.� /�94 � � GRAVEL DRIVE
IN = 603.B5'
OUT=637\ / i/792 \
------------- RIGHT OF WAY
/ 77. <�(/mm /19, Ai*A\ BOUNDARY LINE
( 2;Q,sfWE12 EASEMENT \ 03. IC n90 \ EASEMENT LINE
/ DB 3388,!!!PC 566) 8, '� / /too oHE OVERHEAD POWER LINE
- - - - - - - - - - - LINES NOT SURVEYED
GAS LINE
( J R1 X \ ` 4/sue \ \ - --- -^- FIBER OPTIC LINE
\ \ \\ WATER LINE
57
IP SIT 2 S 7. 6' \ EIR
S H 13J� 59
M \
I6�/ / i C A A $ �\ \ \ /5 �9
d0 'AC E
/ T \
1'1 0 2117,69 SF
4' `I 1, n tl $0P20
- -00
l = S 0 `;EWF� F�A�EME[�T i \ 62 QI�" T/C=640.66'
W DCB
N) RIM=607.61', >; DB'897, rG 313 30' DUKE POWER SEMENT J a 18'IN=634.09'
IN=599.26' �� DB 1052, PG 363)) \ SI / �w�m T/C=64=63
( )� / p 4 $ 24" OUT = 634.08'
'I 1 1 18' OUT = 633.83'
3.26 A I M IiNtY hoADOX.��I 13 ' /
1'PCK 142U08 I ' Z EI 1 I� /g ` I / a7 /46 / o�TAnT mil" -SS MH
- - - -' RIM - 640 12" � _ � _
EIR
- ID'0 -i 0- -_ _ I ^ a6 Wa M 5 a # P�APH
7V r _ - - '- -- EIR `\\� `5q� ' qB„--" , -..--,•,�.� M / � 43 FILE r IN(1) - 630.39'�
IP .- 4 4 - �R L4 L �L•'- EIR . .1`- - .-_.`;"' '12 47 'IN(2) 630.48' r T p z
1 M 29'*GRAVEL a0 - MA 139 fOSUT=630.0�' T
x / S , - -�ql - L40 - BEyr Ele 11 1' wE r ac I z n m / 39 ay 34�
Q i �161 U• E 97. 5 .OB' N TH OF CORN F o ^ e
2
21.12'
/ `D 1 3• IR ON P/L w.-. m - 38' �/ ' 33 32 1 z �n t
N 5 i 1 TIWESTZIE EIP �_ �� io w S MH''T+ve,.�e 6'47" � M wwm
\/ EIR / / / I 1 fM W Nm r G. '�a IM=64 B3' am � E 1--�� / / � I oac� � '
- .. �1.�,. �� w� rc? L� 1N(1)=67.30' a,�.,.•� TR IR I MH
77
-'APRIRO%. C/L OF_GRAVEL
1668,
588.89'
EIP
APPARENT GORE CAUSED BY PROPEI
I MARKERS (ON ADJACENT TRACTS
I
N/F 1
ANNISTON GROVE SUBDIVISION
DB 5271 PG 84.4
PC J PG 178
I
H = 586.50'
= 576.10'
RIM = 585.34'
IN = 575.44'
OUT= 575.24'
IV V/� 1{IL1V`
LUDES UNIO
IP STATION t
N 53'4� 1,945.09'
N/F
T(OMAS M. HARKNESS
DB 250 PG 631
W-41
BARB WIRE FENCE
IMEANDERS WITH PROPERTY
IUNE.
BARB
EIR, 0.69'
N/W OF P
2) = 7.43'
T= 6.7B'
L36
i.
N 8'36'4i
1 1 327.06'
U)
u SS MH
RIM = 640.95'
IN(1) = 632.02'
IN(2) = 632,25'
o W(3) = 632.19'
OUT = 632.05'
i
00
12.96 ACRE
564,537 SF
ID 07-123-
L33
R/' 30' ,Na O �R 1354
20't GRAVE ROI ED Y N.C.D.D.7)
T/C = 637.18' �--
IN = 632. 10'
SS MH 0 36" OUT = 631-.98' �-
RIM =637.01' WESLEY CHAPEL STOUTS ROAD
IN(1) = 629.63' S.R. 1377-60' PUBLIC R/W
IN(2)= 629.56' W PLAT OA T H PAGE 72
OUT =629.41' (SEg SHEET 2 FOR DETAIL)
.4 N/F
TAX # 07-123-001(E)
(SHERIDAN SUBDIVISION SITE)
URVE A C LENGTH RADIUS IDELTA ANIGLE CHORD BEARING CHORD LE GTH
C1 41.33 200.00 11.50 26 S 49'06 53 IN 141.2W
LINEIBEARING
IDISTANCE
L1
IN 09'19 00
E
45.39
L2
N 02'54 34
E
32.02
1_3
N 07'52 13
E
52.23
L4
N 37'3818
E
95.28
75
N 49'29 20
E
27.00
L6
N 63'22 26
E
43.95
17
N 77'31 33
E
81.43
L8
N 63'52 51
E
78.30
L9
N 48'1426
E
42.70
L10
N 43'19 31
E
31.04
L11
N 17'58 20
E
46.62
L12
S 38'1653
W
22.25
L13
N 84'43 38
E
26.31
L14
S 80'19 39
E
25.11
L15
S 5T31 19
E
34.28
L16
N 88'3517
E
10.13
117
N 69.1741
E
30.25
L78
S 48'1452
W
18.75
L55
IS 37-19 52
W
137.72
LINE
BEARING,
DISTANCE
L19
N 23'08'540 E
20.96
L20
S 05'411 09 W
16.97
L21
S 32' 16i 37 W
24.65
L22
S 45' 15 31 W
22.93
L23
N 27' 183 38 E
19.65
L24
S 14'16i 12 W
29.82
05
S 19'41` 56 W
76.04
L26
S 00'381 35 W
49.16
L27
S 27'4318 W
136.88
L28
N 57'20) 24 E
42.00
L29
N 49'50 15 E
98.17
L30
S 45'435 25 W
1 8.82
L31
S 39'46309 W
102.57
L32
S 36'45 21 W
85.69
1_33
S 42'365'33 E
71.75
L34
N 43' 1 Ti' 40 E
45.50
L35
N 46'48120 W
50.86
LINE
BEARING
DISTANCE
L36
N 46'48
20
W
163.39
L37
N 43' 11
40
E
302.36
L38
S 52'14 12
E
417.68
L39
N 54' 18
41
W
77.19
L40
S 50'55
38
E
100.00
L41
S 50'43
31
E
79.88
L42
N 46.37
37
W
59.96
L43
N 43' 16
57
W
100.00
L44
S 4Z41
38
E
89.58
L45
N 42'21
41
W
99.91
L46
S 42'31
46
E
247.45
TAT
T 44'00
49
W
127.34
L48
N 54 9
59 50
W
43.14
L49
N 42'36
38
E
58.02
L50
S 89.52
32
W
50.01
L51
W 00.07 28
W
50.00
L52
S 89'S2
32
W
50.01
L53
N 00'07
28
W
50.00
L54
N 3721
21
E
108.41
METROLINA
ENGINEERING &
SURVEYING
ASSOCIATES
4400 STUART ANDREW BLVD
SUITE N
CHARLOTTE, NC 28217
P 704 334-1325
F 04; 334-1330
NC #G1170 8 SC #CO0946
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Job Na.27-16-001
Date 2/13/2017
Proj. Mgr. CDF
Drawn
CGS
K1
Scale: 1 n = 2001
Sher et No.
Of 2
1