HomeMy WebLinkAbout01-05 Final PlatTM. 64 -A -9A
FRED L. GIAIZE, JR. T M _ 64B -A -73
RESIDUAL TRUST & V IPF / CALVARY CHURCH
CAMPFIELD, LLC �, OF THE BRETHREN
INSTR. 4 040022471 , ^�Q l�� OB. 328 PG. 681
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0° T.M. 64 -A -11
ARTHUR A. BELT &
112 IPF a JUANITA S. BELT
D8. 720 PG. 255
IRF
POST
S.
�
�
Qy ua
3/4 IPF
0 �
MON
.,T.M. 63 -A -150
B2 ZONE
MON PT 96.26 +/- ACRES
• 2
FE PAST ♦0 AL
PT �
AT J.68
� i �h� PT
l�.vt 5
RP ZONE
54.0 +/- ACRES
T.M. 63- A -113A
EFG INVESTMENTS, LLC
DB 968 PG 354
500 0 500
GRAPHIC SCALE
(IN FEET)
IRF T.M. 64 -A -104
CALVARY CHURCH OF
THE BRETHREN
08. 485 PG. 464
T.M. 648 -4 -E
BY L. H£PNER, JR. &
LOUSE R. HEPNER
DB. 319 PG. 15
` 7
1 IRF
0
ROYAL AYE
(ROUTE 777)
Y
I" IPF L17
Jy
J
PT
IRF W /CAP v
N
N�
5/8" IRF
0
L2 V
IRF W /CAP IRF W /CAP
PT
T.M. 64 -A -18
MANFRED G. KOKORSKY T.M. 64 -A -14
DB 468 PG 350 MICHAEL S. &
CHERYL SHEPARD
INSTR. 1030000500
EXHIBIT SHOWING
ZONING DISTRICT LINE BETWEEN RP ZONE AND B2 ZONE
ON THE LAND OF
RUSSELL 150, LC
SHAWNEE MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA
SCALE: 1" =300' DATE: SEPTEMBER 16, 2005
GREENWAY ENGINEERING
151 Windy Hill Lane
Engineers Wi nchester, Virginia 22602
Surveyors Telephone: (540) 662 -4185
FAX.. (540) 722 -9528
Founded in 1971 www.greenwayeng.com 3701 SHEET 1 OF A2
LINE DATA
L1
S 01'4621 W
154.61'
L2
S 89'4020 W
16.96
L3
S 29'13'19' W
64.04'
L4
S 01'4741 W
112.92
L5
S 55'5357 W
51.18'
L6
S 14'08'24" W
59.50'
77
— 7 69 16 W
375.10'
L8
N 71 58 0 W
333.41
L9
N 5654'19 E
145. 10'
1.10
N 03'14 46 W
197.69
L11
S 51'5135 E
600.62
L12
S 47 22' E
272.65'
L 13
S 31'2835 W
497.94
L14
N 58 W
107.60
L15
S 31'0634' W
199.82'
C 16
— T 02 18 W
33270
L 17
S 875344 E
470.95
CURVE DATA
CURIE
RADIUS
ARC
CHORD
BEARING
DELTA
C1
5674.58'
174.64'
174.63
S 02'3921' W
01'4548'
C2
1 6161.16'
277.02'
1 176.99'
S 05'59J9 W
0234'34
I
C3
1 3169.8
417.88
417.58
S 03'2956 W
073J 11
NOTES
1. THE BOUNDARY INFORMATION SHOWN HEREON IS BASED ON A CURRENT FIELD
SURVEY BY THIS FIRM, COMPLETED ON MAY 18, 2005.
2. NO TITLE REPORT FURNISHED. EASEMENTS MAY IX/ST WHICH ARE NOT SHOWN.
LEGEND:
IRF =
112' IRON REBAR FOUND
IPF =
IRON PIPE FOUND
VDH MON =
CONCRETE VDH MONUMENT FOUND
PT =
POINT (UNMONUMENTED)
EXHIBIT SHOWING
ZONING DISTRICT LINE BETWEEN RP ZONE AND B2 ZONE
ON THE LAND OF
RUSSELL 150, LC
SHAWNEE MAGISTERIAL DISTRICT, FREDERICK COUNTY, VIRGINIA
SCALE: N/A DATE: SEPTEMBER 16, 2005
GREENWAY ENGINEERING
151 Windy Hill Lane
Engineers Winchester, Voginia 22602
Surveyors Telephone: (540) 662 -4185
FAX' (540) 722 -9528
Founded in 1971 www.greenwayeng.com 3701 SHEET 2 OF 2
0
• rn
cn
NOTES:
- 3A580, INC. A FRED `
I. DOIRIDARY 9iQMN HEREON WAS DETERMINED Bt A FIELD RUN SURVEY
L- 6LAIZE III '
PERFORMED BY EEERT t ASSOCIATES ON FEBRUARY 13, 1998.
736/86
2. THIS PUT IS SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD,
3. NO TREE REPORT FURNISHED.
4. NO KlITS -0F -WAYS OR EASEMENTS WE SVIONIN. SEE THE TOLLOWNG
/ CALVARY CHURCH OF
DEEDS FOR REFERENCE TO EASEMENTS ON THE RUSSELL PROPERTY.
IRON PIPE
ON PIP THE BRETHREN
DB 238. PG 223; Off 786. PO 1722; Off 840. PG 1539; Off 842, PG 1485
( FO U ND )
S. SEE CWSODATDN SURVEY Of THE 29.557 ACRE TRACT FOR ��
( l
MORE DETm-
648 -A -73,80 J
IRON PIP
328/681
FENCE
\
NQ) UNLESS
REB1R (FOUND)
POST
OTHERWISE INDICATED
POINT --a— .
29 -
IRON PIPE
R swo) (FOUND)
�k,
AC
uE 485/464
,- l
CO PPER PIPE
(FOUND) (FOUND) �. 646 -4-E
DE3 231, PC 70
1.3 KIRBY L. JR. 6
LOUISE R. HEpNER
3
06
CONCRETE
\
1�,
. L�4 M NT `� 64 -A -11 449 FUN9HOUSER
RE BAR JUA S. BELT ADDITION
�'
IsEI) 720/255
EBAR 0.309 AC.
(i
D) 4
a
CONCRETE 63 -A -150
T J7
MONUMENT DID 323, PG 284
0
(FOUND)
IRON PIPE T
(FOUND) LID
REBNt
�? (SET)
v
FENCE POST
v � AT 3.68
120.384 AC.
64 -A -12 jq
DB 231. PPG - 74 L.3
u) p J Z
112
2�
\ L14 —L13
L
LIS�2
64- A -123A L17 �( L20 u1
WINCHESTER ° MICtWiLF1,ART2 t1B us
HARLEM- DAVIDSON, INC.
556/291 w0 '�;f g y �'
FENCE
POST
SURVEY OF THE FENCE METAL
rosT L ETA 64C-A-12
REMAINING LANDS of `2
JUNE H. RUSSELL
SHAWNEE DISTRICT, FREDERICK COUNTY, VWZMA 64 -A -14
SCALE: 1 = 400' DATE: FEBRUARY 13,1998 64 -A -18 ARTHUR 348/28 9 JR.
P 16 �7 AC : DB 231 p� 70 Tip A -10 MANFRED 6,
384 A� : DB 231 P6 74 TM�4 A -12 x AC : bB 323, P6 284 TM 3 -A -150 PROJECT x985024
LINES
LINE
BEARING
DISTANCE
L1
N 82'28'09" W
150.14'
L2
N 82'14'30' W
1005.35'
L3
N 3724'30' W
1985.02'
L4
N 33'47'44" E
76}.52'
LS
N 68'46'08" E
145.10'
L6
N 71'22'29' E
157.47'
L7
N 67 E
1235.07'
LB
S 46'11'25" E
688.82'
L9
5 13'53'08" W
332.70'
710
S 76'01'55" E
470.95'
L11
- W 78'27'51' W
26.96'
L12
S 41'05'09' W
64.04'
L13
S 13'39'31" W
112.92'
L14
S 67-45'46' W
51.18'
L75
S 26'00'14" W
96.73'
L16
5 55'10'59" W
176.36'
L17
- § - 5 - 2 - - 14'53 E
20.21'
L18
N 5715 E
45.62'
L19
S 52'21'52" E
60.25'
0
C�
LINE
BEARING
DISTANCE
L20
N 86' 12 01 E
150.90'
L21
S 10'02'08" E
79.44'
02
S 23'28'32" W
287.33'
03
S 08'14'33" W
428.07'
L24
N 08'37'04" E
192.09'
L25
N 4946'50" W
184.40'
L26
N 33'44'43' E
1174.87'
L27
N 52'58'10' E
773.02'
8
S 39'59'46" E
600.62'
09
S 3557'32" E
272.65'
L30
S 43'20'25" W
497.94'
L31
N 46'23 52" W
107.60'
L32
S 42'58'23" W
199.82'
L33
S 46 25" E
1.42'
L34
N 08'37'04" E
5.60'
L35
IS 13'38'11" W
I 154.61'
CURVES
CURVE
RADIUS
ARC
CHORD BEARING
CHORD
C1
5674.58'
174.64'
S lf31'10" W
174.63'
C2
6161.16'
277.02'
S 1T51'29' W
276.99'
C3
3169.87'
417.86'
S 15'21'45' W
1 417.56'
COURSE SHEET of the SURVEY
H0"
of the REMAININ6 LANDS of
JUNE H. RUSSELL
.aRTz
sH AwNEE DISTRICT .FREDERICK COUNTY, vIRW&
tMICRA*
DATE: FEBRUARY 13,1998
o o
PROJECT 1985024
Sbert and .�odaten
LINE DATA
LINE
AZIMUTH
DISTANCE
L1
AZ 121'15'13"
129.2576'
L2
AZ 119'03'21
1.2870'
L3
AZ 120'20'01"
46.7788'
L4
AZ 120'15'58"
52.8253'
LS
AZ 120 21'23"
51.5702'
L6
AZ 120' 14'09
100.4094'
L7
AZ 120'19'46"
49.3837'
L8
AZ 120'19'50"
48.5155'
L9
AZ 120 17'13"
50.8098'
L10
AZ 12712'49"
48.3130'
Lll
AZ 12720'30"
48. }760'
L12
AZ 120'16' }8"
49.2127'
L13
AZ 12726'05"
5.7991'
L14
AZ 18135'43
15.8921'
L15
AZ 181'33'00"
41.5776'
L16
AZ 181'45'59"
48.6479'
L17
AZ 161'33'37
x5.8918'
L18
AZ 181'37'40"
48.3943'
L19
AZ 181'37'19"
57.3978'
L20
AZ 181'39'53"
43.0180'
L21
AZ 9749'39
155.7651'
L22
AZ 9750'37"
343.7847'
L23
AZ 179'55'32"
193.6244'
L24
AZ 18755'25"
170.5215'
L25
AZ 191'}9'17"
56.9234'
L26
AZ 183
67.6486'
L27
AZ 181'50'02"
121.0616'
L28
AZ 182'50'23"
121.0857'
L29
AZ 1833005"
407.2586'
L30
AZ 176'36'13"
419.9234'
L31
AZ 21'33'22'
407.2309'
L32
AZ 23'52'11'
262.4653'
L }}
AZ 19'40'16"
94. }165'
L34
AZ 55'1111"
1 147.6813'
L35
AZ 213'1434"
17.7854'
L36
AZ 211'27'11"
134.1479'
L37
AZ 211'27'49'
49.0930'
L38
AZ 30728'11
87.0171'
L39
AZ 30743'28
15.4136'
L40 -
-AZ 21753' - 10 --
- -- 31.8986'
L41
AZ 21756'14
165.3340'
t LQ
AZ 357'51'11"
183.5655'
L43
AZ 26 3•57'28"
135. 3760'
NUIL: IHE BOUNDARY INFORMATION SHOWN IS BASED ON AVAILABLE
RECORDS FROM THE FREDERICK COUNTY CIS DEPARTMENT
CURVE DATA v-0V 10-60
CURVE I
CI
RADIUS
735.6322
ARC LENGrH
84.6311'
I CHORD LENGTH I
84.5844'
CNORD AZIMUTH
1 AZ J45
DELTA ANGLE
1 06'35 30
C2
257.4498
137.9108'
IJ6.2678'
AZ 02'77 2
30'41'J2
CJ
920.1587
49.5767'
49.5707
AZ 196'58'58"
o I
C4
616.1311
58.1100'
58.088/'
AZ 194
G n
CS
180.6018
5J. 3024'
53.1091'
AZ 18J'J9'13"
m
C6
393.88/7
85.6110"
85.//26'
AZ 35T47L6'
Y T
C7
19071.886
159.8497'
159.8495'
AZ 183'51'54
r� u'1
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150.28 ACRk -S±
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DATE: 03 /30/05
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DATE: 03 /30/05
SCALE: 1" 300'
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