HomeMy WebLinkAboutSUB201700208 Plat 2018-01-03THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND,REVISED T.M.134-25 AND KEY MAP 627
REVISED T.M.135-31,IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE PORTERS
UNDERSIGNED OWNER(S),PROPRIETORS,AND/OR TRUSTEES,IF ANY. & ROAD
VICINITY MAP
SCALE: 1" = 2000'+/-
626
♦ JAMES
RIVER
FOR: RIVER LAWN FARM,LLC ROAD
PT�COUNTY OF c54h C ,` 723 JAMES
STATE OF Cq�R "M GROVE CHESTNUT RIVER
GROVE ROAD
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED ROAD
BEFORE ME THIS �' f DA OF D 22B
2017. BY �MS U 23 \�
FOR: RIVER L WN FARM, LL w �� ' ` � /•23B�
NOTARY PUBLIC #'L(� p Ct' "IM. EXP
�?23�
MY COMMISSION EXPIRES
' � � � � NOTARY SEAL JAMES � 22
RIVER
APPROVED FOR RECORDATION ROAD ,
APPROXIMATE-`�-
LOCATION OF STREAM`,` -
STREAM TAKEN / BUFFER `�`� ,o REVISED
FROM COUNTY ,, , , q� T . M . 134-25 1 26 , 27 \
✓et�f•i I OF ALBEMARLE 9�c.
GIS WEBSITE RESIDUE t
AGENT FOR THE BOARD OF SUPERVISORS DATE T.M.134-14 �� f 27A REVISED
T.M.135-31
::---:::::......
�.
RESIDUE
o....T. M, 134-14 PARCEL Y ..NOTES::
1. OWNER (S) AND ADDRESS:
T.M. 134-14, 22, 22B, 23, 23A, 23B, 24, 25, 26, 27 & 27A AND T.M. 135-31 __--- _ JAMES RIVER
RIVER LAWN FARM,LLC
2395 JAMES RIVER RD — - PORTION OF
ESMONT, VA 22937-2327
T.M.135-31
BUCKINGHAM COUNTY "GOOLSBY ISLAND"
2. THE BOUNDARY DATA SHOWN HEREON IS BASED ON A CURRENT FIELD SURVEY. ll+/- ACRES
(D.B.699-145 PLAT)
3. T.M.134-14 IS SUBJECT TO THE FOLLOWING:
A. EASEMENTS TO CENTRAL VIRGINIA ELECTRIC COOPERATIVE(D,B.3064-31 & 0.6.2874-42).
B. AN EASEMENT TO VIRGINIA OUTDOORS FOUNDATION(D.B.3244-87).
C. EASEMENTS TO VIRGINIA TELEPHONE & TELEGRAPH COMPANY(D,B.489-389 & D.8.417-581).
4. T.M.134-22 IS SUBJECT TO THE FOLLOWING:
A. AN EASEMENT TO VIRGINIA OUTDOORS FOUNDATION(D.B.4445-360 & D.B.3116-430).
B. AN EASEMENT TO APPALACHIAN POWER COMPANY(D.B.1014-551).
C, AN EASEMENT TO CENTRAL TELEPHONE COMPANY OF VIRGINIA(0.8.950-401).
D. EASEMENTS TO VIRGINIA TELEPHONE & TELEGRAPH COMPANY(D.B.440-155 & D.B.369-304),
5. T,M.134-22B IS SUBJECT TO THE FOLLOWING:
A. AN EASEMENT TO VIRGINIA OUTDOORS FOUNDATION(D.B.4445-360 & D.B.3116-430).
B. A 25'INGRESS & EGRESS EASEMENT(D.B.639-471).
6. T.M.134-23 IS SUBJECT TO THE FOLLOWING:
A. AN EASEMENT TO CENTRAL VIRGINIA ELECTRIC COOPERATIVE(D.B.3618-173).
B. AN EASEMENT TO VIRGINIA OUTDOORS FOUNDATION(D.B.3244-87).
C. A 15'WIDE ROAD WAY AS DEFINED IN D.B.168-562.
D. A RIGHT-OF-WAY FOR INGRESS AND EGRESS AS DEFINED IN D.B.277-539.
7, T.M.134-23A IS SUBJECT TO AN EASEMENT TO VIRGINIA OUTDOORS FOUNOATION(D.B.3244-87).
8. T.M.134-23B IS SUBJECT TO THE FOLLOWING:
A. AN EASEMENT TO VIRGINIA OUTDOORS FOUNDATION(D•B.4445-360 & D.B.31l6-430).
B. A 15'WIDE ROAD WAY AS DEFINED IN D.B.168-562.
9. T.M.134-24 IS SUBJECT TO THE FOLLOWING:
A. AN EASEMENT TO VIRGINIA OUTDOORS FOUNDATION(D.B.3244-87).
B. AN EASEMENT TO VIRGINIA TELEPHONE & TELEGRAPH COMPANY(D.B.489-387).
10. T.M.134-25 IS SUBJECT TO AN EASEMENT TO VIRGINIA OUTDOORS FOUNDATION(D.B.3244-87).
11. T.M.134-26 IS SUBJECT TO THE FOLLLOWING:
A. AN EASEMENT TO VIRGINIA OUTDOORS FOUNDATION(D.B.3244-87).
B. AN EASEMENT TO COMMONWEALTH PROPANE,INC.(D.B.1378-37),
C. AN EASEMENT TO CENTRAL TELEPHONE COMPANY OF VIRGINIA(D.B.950-397).
12. T.M•134-27 IS SUBJECT TO AN EASEMENT TO VIRGINIA OUTDOORS FOUNDATION(D,B.4445-360 &
0.6.3116-430) .
13. T.M.134-27A IS SUBJECT TO THE FOLLOWING:
A. AN EASEMENT TO VIRGINIA OUTDOORS FOUNDATION(D.B.4445-360).
B. A ROAD MAINTENANCE AGREEMENT AS DEFINED IN D.B.1491-395.
C. AN EASEMENT TO CENTRAL TELEPHONE COMPANY OF VIRGINIA(D.B.950-399).
14. T.M-135-31 IS SUBJECT TO THE FOLLOWING:
A. AN EASEMENT TO VIRGINIA OUTDOORS FOUNDATION(D.B.4445-360 & D.B.3116-430).
B. A ROAD MAINTENANCE AGREEMENT AS DEFINED IN D.B.1491-395,
15. NO TITLE REPORT FURNISHED. ALL EASEMENTS KNOWN BY ME ARE SHOWN OR NOTED HEREON.
THIS PROPERTY SUBJECT TO ANY ADDITIONAL CONDITIONS,UTILITIES,EASEMENTS,AND/OR COVENANTS
THAT MAY EXIST.
16. SHOULD AN OFFICIAL DETERMINATION OF PARCELS OF RECORD REVEAL THAT ADDITIONAL PARCELS
AND/OR DEVELOPMENT RIGHTS EXIST, THE INTENT OF THIS PLAT IS NOT TO COMBINE PARCELS OR
EXTINGUISH DEVELOPMENT RIGHTS.
APPROXIMATE LOCATION OF AREA WITHIN ZONE AE (100 YEAR FLOOD PLAIN) ACCORDING TO THE FEMA
FLOOD INSURANCE RATE MAP, EFFECTIVE DATE FEBRUARY 4, 2005 (COMMUNITY PANEL 510006 0525D)
APPROXIMATE LOCATION OF AREA WITHIN ZONE AE (100 YEAR FLOOD PLAIN)AND FLOODWAY AREA,
ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP, EFFECTIVE DATE FEBRUARY 4. 2005
(COMMUNITY PANEL 510006 0525D).
THE LAND USE NOTES SHOWN ON THIS PLAT ARE IMPOSED AT THE REQUEST OF THE
DIRECTOR OF PLANNING. BY PLACING HIS/HER SIGNATURE ON THIS PLAT HE/SHE HAS
DEEMED THAT THEY ARE CORRECT AND IN ACCORDANCE WITH THE ALBEMARLE COUNTY
ZONING ORDINANCE IN EFFECT THIS DATE, THESE NOTES ARE NOT RESTRICTIVE
COVENANTS RUNNING WITH THE LAND AND THEIR APPEARANCE ON THIS PLAT IS NOT
INTENDED TO IMPOSE THEM AS SUCH. ANY REFERENCE TO FUTURE DEVELOPMENT RIGHTS
SHOWN HEREON IS THEORETICAL.
A. T.M.134-14, T.M,134- 25 AND T.M.135-31 ARE ZONED RA.
B. NO DEVELOPMENT RIGHTS ARE BEING ADDED WITH PARCEL X OR PARCEL Y.
THE RESIDUE OF T.M,134-14 RETAINS FIVE DEVELOPMENT RIGHTS AND MAY BE FURTHER DIVIDED.
WHEN USED THEY SHALL NOT TOTAL MORE THAN 31.00 ACRES AND SHALL BE WITHIN THEIR
DECEMBER 1980 BOUNDARIES.
C. REVISED T.M.134-25 RETAINS FIVE DEVELOPMENT RIGHTS AND MAY BE FURTHER DIVIDED.
WHEN USED THEY SHALL NOT TOTAL MORE THAN 31.00 ACRES AND SHALL BE WITHIN THEIR
DECEMBER 1980 BOUNDARIES.
D. REVISED T.M.135-31 RETAINS FIVE DEVELOPMENT RIGHTS AND MAY BE FURTHER DIVIDED.
WHEN USED THEY SHALL NOT TOTAL MORE THAN 31.00 ACRES AND SHALL BE WITHIN THEIR
DECEMBER 1980 BOUNDARIES.
E. ACCORDING TO THE COUNTY OF ALBEMARLE GIS WEBSITE DATA REVISED T.M.134-25,
REVISED T. M. 135-31, AND THE RESIDUE OF T.M.134-14,EACH CONTAIN A BUILDING SITE
THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
F. ACCORDING TO THE COUNTY OF ALBEMARLE GIS WEBSITE DATA,THESE PROPERTIES DO
NOT LIE WITHIN AN AGRICULTURAL FORESTAL DISTRICT.
G. THESE PROPERTIES DO NOT LIE WITHIN A WATER SUPPLY WATERSHED.
H. THE STREAM BUFFERS SHOWN HEREON WERE TAKEN FROM THE COUNTY OF ALBEMARLE GIS
WEBSITE DATA AND SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY
WATER PROTECTION ORDINANCE.
17. ACREAGES BEFORE THIS BOUNDARY LINE ADJUSTMENT PLAT:
T.M.134-14= 436.90+/- ACRES(AS PER TAXATION RECORDS).
T.M.134-25= 159.00+/- ACRES(AS PER TAXATION RECORDS).
T.M.135-31= 56.28+/- ACRES(AS PER TAXATION RECORDS. DOES NOT INCLUDE 11+/- ACRES OF GOOLSBY ISL.AND).
18. PREVIOUS DESCRIPTIONS OF THE PROPERTY APPEAR TO EXCLUDE THE GOOLSBY GRAVEYARD.
BOUNDARY LINE ADJUSTMENT PLAT
PARCEL X,A PORTION OF T.M.134-14
BEING ADDED TO AND COMBINED WITH T.M.134-25
PARCEL Y,A PORTION OF T.M.134-14
BEING ADDED TO AND COMBINED WITH T.M.135-31
ALSO
EXTERIOR BOUNDARY SURVEY OF 636.46 ACRES
(INCLUDES T . M . 134 PARCELS 22, 22B, 23, 23A, 23B, 24, 25, 26, 27, 27A,
THAT PORTION OF T.M.135 PARCEL 31 LYING ON THE NORTH SIDE OF CSX RAILWAY,
PARCEL X AND PARCEL Y)
LOCATED ON STATE ROUTE 626(JAMES RIVER ROAD),
CSX RAILWAY AND JAMES RIVER
-- SAMUEL MILLER MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
Q�4�'TH QFG� SCALE: 1" = 300' DATE: NOVEMBER 13, 2017
REVISED: DECEMBER 20,2017
FOR
U ' RIVER LAWN FARM,LLC
BRIAN S: RAY
Lzc. No. 002281
J- �!
ROGER
6SINC.
63 BERKMAR COURT
CHARLOTTESVILLE,VIRGINIA 22901
TELEPHONE: (434) 293-3195
GL RAYSURVEYING.COM
SHEET 1 OF 3 14573
N88*38'16"E isLEGEND: LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING
197.57' Cl 18*21'58" 767.38 245.98 124.05 244.93 N54*13'51"E
IS IRON SET v C2 9*06'05" 2480.00 393.94 197.39 393.53 N49*35'54"E
IF IRON FOUND
N54*08'57"EC4 --PF PF PIPE FOUND C3 34*29'19" 491.05 295.58 152.42 291.14 N71*23'37"E
145.52' is is C4 9*59'29" 1402.66 244.60 122.61 244.29 N83 *38'32"E
STATE ROUTE 626 (40'R/W) is C5 19003'00° 2173.40 722.62 364.68 719.30 S79 *06'05"W
C6 27 44'35" 1342.40 650.00 331.50 643.67 S83 26'53"W
JAMES RIVER ROAD (D.B,275-302) is T.M.134-22B o_\ C7 5*54'27" 1995.06 205.71 102.94 205.62 N77*08'34"W
D.B.2790-596
D.B.1252-185 & 186 PLAT CB 8*56'33" 1995.08 311.38 156.01 311.07 N84'34'04"W
OVERHEAD
UTILITY G2 D.B.639-154 PLAT C9 11*25'29" 2949,93 588.21 295.08 587.24 985°14'55"W
LINE CIO 6*04'07" 2332.79 247.09 123.66 246.97 S77*01'05"E
POLE IF C11 21*39'53" 1301.97 492.30 249.13 489.37 N89*06'55"E
N45*02'52"E
IS cr C12 6'22'52" 1787.06 199.03 99.62 198.93 N75*05'32"E
320.07' 0
--150'+/- TO z C13 19'03'00" 2058.40 684.39 345.38 681.24 N79 *06'05"E
ST. RT. 723 C14 4°58'36" 2949.93
256.23 128.20 256.15 S77*02'53"W
(CHESTNUT GROVE RD.) cN63*24'50"E POLE is OVERHEAD T.M. 134-21D
229027' ,,--UTILITY KATHARINE J.B.CROSBY TRUST
LINE D.B.4561-520
N64*12`21"E D.B.4527-649 PLAT
168.72' is x
IS T.M.134-22AT.M.134-21A
KATHARINE J.B.CROSBY TRUST IF JOHN D.MILTON.JR.
D.B.4561-520 D.B.4365-251
O.B. 621-197 PLATD.B.1252-185 & 186 PLAT
ct) D.B.483-469 PLAT
T.M.134-23
D.B.2790-596 PF D.B.3151-333
CONCRETE A D,B.699-149 PLAT
PIER POLE
0) D.B.168-563 PLAT
<9 21 CEDAR
v OVERHEAD 8.7' STREAM X,
TRACES V7 7 `s p
UTILITY 7
OF FENCE 1_�� 10 LINES FRAME
"o T.M.134-23B BUILDING is
PF
D.B.2790-596 L4 000 PF AT 12"WALNUT
7
D.B.733-312 PLAT
1 FANS �� /
�0, D.B.300-330 PLAT L3 PF
,
FENCE loo'STREAIF L5 PF AT 21 "DOUBLE POPLAR
POND �
M BUFFER
TRACES
OF FENCE-/ T.M.134-23A
D.8.2790-596
D.B.699-149 PLAT
DOWN
FENCE T.M.134-22
/Z D.B.2790-596
D.B.1252-185 & 186 PLAT
Y7 O.B.639-154
D.B.621-197
D.B.99-25 PLAT
TRACES IS m 00U- U -
OF FENCE 0 0
TRACES
OF FENCE
Lij LLJ
ui LLJ
636.46 ACRES TOTAL U) U)
U -
(INCLUDES T.M.134 PARCELS
22,22B,23,23A,23B,,24,25,26,27,27A, `-Fla
THAT PORTION OF T.M.135 PARCEL 31 W_ w w
z
LYING ON THE NORTH SIDE OF CSX RAILWAY, z
o PARCEL X AND PARCEL Y)
N28 -13-24"E is (DOES NOT INCLUDE THAT PORTION OF
T.M.135-31,"GOOLSBY ISLAND" ul u u
CONTAINING li+/- ACRES,AS SHOWN < <
ON PLAT RECORDED IN D.B.599-145, CD m: x
GRAVEL is SEE KEY MAP ON SHEET i OF 3)
ROAD (INCLUDES GOOLSBY GRAVEYARD
APPROXIMATELY 0.08 ACRE ACCORDING
10 '33 - 54 W o TO PLAT RECORDED IN D.B. 1192-•389)
443.87' v� \�,
is
N08*36'51"W 1�oo
'�__�TREAM BUpp,
9
T. M. 134-14 239.67'
RIVER LAWN FARM, LLC S31*0539"E
436.90+/- ACRES is '100,
(AS PER TAXATION RECORDS) U- 430.15'
D.B.2790-596 N06*28'43"W
D.B.699-145 PLAT rn 250.46'
D.B.266-385 PLAT TRACES
RESIDUE=360.43+/- ACRES w --OF FENCE
(BY DEDUCTION OF PARCELS X & Y is T.M.134-25
159.00+/- ACRES
FROM TAXED ACREAGE) ��kAgF_s (AS PER TAXATION RECORDS)
u3s OF FENCE D.B.2790-596 U-
0 0 ; APPROXIMATE
715"* D.B.699-145 PLAT U -
lo STONE D.B.434-288 PLAT LOCATION OF
FOUND Sj A oj STREAMS TAKEN
1::�ook '309• D.B.227-127 PLAT
ui FROM COUNTY
OF ALBEMARLE
ti IS z
III GIS WEBSITE
LL
, I "v- \
APPROXIMATE N REVISED T.M.134-25
LOCATION OF
STREAM TAKEN 192.25+/- ACRES
FROM COUNTY (INCLUDES T.M. 134-25
OF ALBEMARLE AND PARCEL X)
GIS WEBSITE
PARCEL X
IS 33.25 ACRES ioO
STREAM
BUFFER
S `Q
X RAILWAY WERE ESTABLISHED
ACCORDING TO SURVEYS OF
BOUNDARY LINES ALONG THE
Cs
RECORD OF THE ADJACENT
IS PROPERTIES,RAILWAY DEEDS,
AND RAILWAY VALUATION MAP V3-48
Lo
L)
:T 0 z
SCALE: 1" 300' m N89 °02' Lu
DATE: NOVEMBER 13, 20170 FOUND u
T -POST 225. 76' U- Its
REVISED: DECEMBER 20, 2017 C9 IS FENCE N89*02'20"W 393.62- FENCE IS Ca
-S
is FENCE CSX RAILWAY D.B.2651-511,513 PLAT, D.B.238-210, 211 PLAT,
D.B.93-�l
ROGER W.RAY & ASSOC.,INC. -D.B.76-96 & VALUATION VQ -48 - -- - --
663 BERKMAR COURT ...
.......................................
-
CHARLOTTESVILLE, VIRGINIA 22901 .................................... I.%% ........ ....... .......................
.... ................................. ......
TELEPHONE: (434) 293-3195 .............................. BUFFER
............ S_1111� -------- - -
...... T. M. 134-14 ......... ................................
...................... ......
...... �:. . . . . . . . . . ---
RAYSURVEYING.COM . ........ ...... ........ ......................... ........................... ..
GL ...... 1.* ............... *.%.,........%.....'................... I ...................... ....... .1, ........................ ............ CZPPPT � np q 4 A;;7 q
LL 11
0 0
cu m
Lij LLJ
III LLJ
M m
cn cn
U)
f -r
0
z
T. M. 134-22
D.B.2790-596
D.B.1252-185 & 186 PLAT
D.B.639-154
D.B.621-197
D.B.99-25 PLAT
GRAPHIC SCALE I"=300'
APPROXIMATE
LOCATION OF
STREAM TAKE
FROM COUNTY
OF ALBEMARL
E
T.M.134-21A
JOHN D.MILTON.JR.
D.B.4365-251
D.B.1252-185 & 186 PLAT
0,8.483-649 PLAT
D.B.3151-333
1-'.i,1-'.i,
LINE
BEARING
DISTANCE
Li
S45*33'05"E
525.06
L2
S62*00'42"E
217.25
L3
N85*14'43"E
190.32
L4
S00*03'48"W
28.64
L5
N79*22'17"E
243.08
L6
N51*19'54"E
152.91
L7
N28'23
277.15
L81
-'22"E
N17*08'19"E
276.62
L91
S89*15'24"W
176.42
LIO
S69*34'35"W
103.77
L11
N76*39'25"W
154.88
L12
N15'56'07"E
160.00
L13
N74*03'53"W
220.00
L14
S15*56'07"W
160.00
L15
N74*03'53"W
400.00
L16
N73*09'-13"W
357.68
L17
N81*08'13"W
89.32
LiB
N74*45'33"W
330.02
L19
N68'21'13"W
40.20
L20
N74*09'-53"W
120.02
L21
N75*15'05"W
256.14
1 L221
N8
257.77
LEGEND:
IS IRON SET
IF IRON FOUND
PF PIPE FOUND
BOUNDARY LINES ALONG
THE NORMAL WATER MARK
OF THE JAMES RIVER
MAJOR COURSES SHOWN
LINE
BEARING
:DISTANCE
L23
S73'59'20"W
77.66
L24
S86'13'34"W
144.23
L25
N79*11'35"W
215.30
L26
NB5*13'19"W
175.17
L27-
S87'06'28"W
238.30
L28
-N85*56'24"W
149.92
L29
N51*55'23"W
48.26
L301
S89 -10-09"W
74.66
L31-
42"W
81.54
L32
SBI*53'42"W
125.87
L33
S48*09'26"W
360.98
L34
S63*25'49"W
210.82
L35
S68*23'09"W
247.72
L36
S75*27'29"W
191.90
L37
S80*37'46"W
320.84
L38
§-8-6-35-57"W
189.33
L39
S83*25'22"W
145.11
L40
N85*20'38"W
234.05
L41
N85*59'18"W
418.05
APPROXIMATE LOCATION OF AREA WITHIN ZONE AE
(100 YEAR FLOOD PLAIN)ACCORDING TO THE FEMA
FLOOD INSURANCE RATE MAP,EFFECTIVE DATE
FEBRUARY 4, 2005 (COMMUNITY PANEL 510006 0525D).
APPROXIMATE LOCATION OF AREA WITHIN ZONE AE
(100 YEAR FLOOD PLAIN)ANO FLOODWAY AREA,ACCORDING
TO THE FEMA FLOOD INSURANCE RATE MAP,EFFECTIVE
DATE FEBRUARY 4,2005(COMMUNITY PANEL 510006 0525D).
GIS WEBSITE
IF IN
- -- -----
-- STUMP
- -- - -- HOLE
- - -- - -- - -- - ------ ------ -- - I
APPROXIMATE ui
LOCATION OF 11
STREAMS TAKEN u -
FROM COUNTY
OF ALBEMARLE iii
GIS WEBSITE 636.46 ACRES TOTAL
100 (INCLUDES T.M.134 'PARCELS
STREAM 22,22B.23,23A,236,24,25,26,27,27A.
BUFFER
THAT PORTION OF T.M.135 PARCEL 31
tiaQ> LYING ON THE NORTH SIDE OF CSX RAILWAY,
PARCEL X AND PARCEL Y)
(DOES NOT INCLUDE THAT PORTION OF
T.M.135-31,"GOOLSBY ISLAND"
CONTAINING li+/- ACRES,AS SHOWN 61
ON PLAT RECORDED IN D.B.699-145, epo-
SEE KEY MAP ON SHEET i OF 3) .
(INCLUDES GOOLSBY GRAVEYARD
APPROXIMATELY 0.08 ACRE ACCORDING
TO PLAT RECORDED IN D.B.1192-389) T.M.134-27
D.B.2790-596
D.B.1252-185 & 186 PLAT
D.B. 621-169 PLAT
0.8.639-155 PLAT
APPROXIMATE LOCATION X
od T,M,134-26 OF GOOLSBY GRAVEYARD
D.B. 3656-289 TAKEN FROM A PLAT
1.6.1192-389 PLAT RECORDED IN D.B.1192-389 oD.B.138-49i DESC.
O.B.134-190 o) co �o0 030
�. `, / / D.B.72-473
cj'T o
100, co
CO 40 4
STREAM ca Q 1�
UFFER �7rrj \
Q4 4\
4,1
T.M. 134-27A
BOUNDARY LINES ALONG THE
CENTERLINE OF THE STREAM
AS IT MEANDERS
MAJOR COURSES SHOWN
(FROM POINT"A"TO POINT"B")
0
LINE
BEARING
DISTANCE
L42-
NO2*03'01"E
17.40
L43N49'04'37"E
N18*05'54"W
16.37
L44
N71*59'07"E
12.13
L45
N88*47'32"E
20.57
L461
NI8'00'40"E
20.40
L47
N37*18'41"W
13.27
L48
N61 -21-29"W
39.04
L49
N71*20'16"W
37.11
L50
N13*40'18"W
28.21
L51
N48*54'04"W
24.14
L52
N25*11'32"W
26.72
L53
N77*43'19"W
14.91
L54
N0I*45'06"E
24.06
L55
N36'23'17"E
49.58
L56
N06'27'21"E
31.77
L57
N28'53'48"W
28.39
L58
N50*24'16"W
31.07
L59,
S79'30'42"W
58.19
L60
S54*48'20"W
14.82
L61
N74*27'25"W
28,37
L62
N38 °30'19"W
82.69
L63
N15*17'15"E
64.50
L64
N24*17'37"E
142.13
L65
N18. 14'30"W
31.71
L66
N56*44'21"E
16.30
L67
N25'05'19"E
30.74
L68
N18*16'12"E
15.27
L69
N07*02'08"E
23.30
L70
N21*09'16"E
29.32
L71
N0I*23'29"E
99.55
L72
N15*34'16"E
45.12
L73
N05*33'04"E
120.27
L74
N23'37'27"W
46.22
L75
N0I*04'08"W
22.29
LINE
BEARING
DISTANCE
L76
N71*54'06"E
29.87
L77
N18*05'54"W
28.00
L78
N74-12-09'-E
141.62
T. M. 135-30
MOUNT WARREN, L. L. C.
D.B.1930-682
D.B.1468-724 THRU 727 PLAT
D.B.4246-267 C. 40
IRON FOUND (Z> -Q� co 4 - T.M.135-3i
4(j ACRES
D.B.621-169 PLAT 56.28+/
-:�5 `Oso 0.26'/ c,) co;:. j?4j (AS PER TAXATION RECORDS)
FROM CORNER co
✓ c5 Q) D.B.2790-596
TEL -Z D.B.1252-185 & 186 PLAT
Q� 0- Q) 4 -
0. 4 -41 _44i
FENCE IS C8 PE UNIMPROVED ROAD D. B.639-155 PLAT
\_C7 (MOUNT WARREN LANE)
IS
IS GRAVEL
IS is CROSSING
IF ko
'o
STREAM BUFFER - is 14,
S73°59'01" -k
rk
.............. 30 7. 6-4 g �j
......... ....
CSX RqLl
............................... ...... B
ci / 4 BOUNDARY LINES ALONG THE 100,
eco 004/ A7�7 -V441 c -b
4Z 4Q C,) T CSX RAILWAY WERE ESTABLISHED STREAM
Q) Q1 41 , Z-
-Z �j - 7 ACCORDING TO SURVEYS OF BUFFER
's co iz co
RECORD OF THE ADJACENT
PROPERTIES,RAILWAY DEEDS,
STONE DOWN AND RAILWAY VALUATION MA . P .. V3-48 IF
FOUND r-�:mor. is STONE FOUND
..... ........
......... .................. DRAINAGE ...... ........ 12g$I-VA 2016
........FEN
DOWN is UNIMPROVED ROAD c5 ------ L9 TIE LINE
..............................
PIPE MI FENCE S36*26'18"E
/V I -SI, IS 13 DOWN (MOUNT WARREN LANE)
...... .. IS AT MARKER
. . ...... . . . . . . . . . . . . . . . . . . . . . . . . . 61,3 FENCE I
50.00' 3 4,3 -AB is 141.59'
......... ......................................... ........ . ........ ........ A7 IS
T S ......
t�u \q\ ......... . IF AT 27.44'
13 .........
IS ... ........ <
. I ............. .
........... .......
isuuvvrq
..............
L
-
FENCE -
ENCl-,
7-L76�7`.,'
V . . . . .
MAJOR COURSE HOW
N PF
L 3
'3 L30 Led L;--/ L
26
L29 Le5 Ld/4
GL
SCALE: i" = 300'
DATE: NOVEMBER 13.2017
REVISED: DECEMBER 20, 2017
ROGER W.RAY & ASSOC.,INC.
JAMES RIVER 663 BERKMAR COURT
CHARLOTTES VILLE,VIRGINIA 22901
TELEPHONE: (434) 293-3195
RAYSURVEYING.COM
SHEET 3 OF 3 14573