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HomeMy WebLinkAboutSUB201700208 Plat - Revision 2017-12-20 -j 12Fiv6- > 17/20/14 THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LA SED T.M.134-25 AND IRTERS ��(�,J REVISED T.M.135-31,IS WITH THE FREE CONSENT AND IN ACCOR ITH THE DESIRE OF THE ` ,� UNDERSIGNED OWNER(S),PROPRIETORS,AND/OR TRUSTEES,IF ANY. &KEY MAP PORTE41E- R6271 ii)2,_OAD VICINITY MAP SCALE: 1' - 2000'+/- UM JAMES RIVER FOR: RIVER LAWN FARM,LLC ROAD 16261 CITY/COUNTY OF ® JAMES STATE OF CHESTNUT RIVER GROVE ROAD THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED ROAD 228 BEFORE ME THIS DAY OF 2017.BY 23 FOR: RIVER LAWN FARM.LLC ' A 2 / 38 NOTARY PUBLIC \ 3. MY COMMISSION EXPIRES : NOTARY: RIVDO JAMES \ RIVER APPROVED FOR RECORDATION: ROAD APPROXIMATE I \' \` LOCATION OF 'STREAM�. --7--- STREAM TAKEN /BUFFER ``, ,o REVISED FROM COUNTY . 12 T•M.134-25\ 26 27 OF ALBEMARLE ''�',c. I /"` AGENT FOR THE BOARD OF SUPERVISORS DATE GIS WEBSITE /RESIDUE ��, � _ 27 REVISED �� T.M.135-31 (000°4'''.- ,.. 6191-110 _..�,, �..._ �.. SIDUE �:' dr - T.M.134-14 . NOTES f I. OWNER(S) AND ADDRESS: '� .- I. T.M.134-14,22,228,23,236,23B,24,25,26,27 6 27A AND T.M.135-31 .` _ JAMES RIVER RIVER LAWN FARM,LLC 2395 JAMES RIVER RD _ TOT ESMONT, VA 22937-2327 "-` .. M135-31 BUCKINGHAM COUNTY `GOOLSBY ISLAND" 2. THE BOUNDARY DATA SHOWN HEREON IS BASED ON A CURRENT FIELD SURVEY. 11+/- ACRES (0.8.699-145 PLAT) 3. T.M.134-14 IS SUBJECT TO THE FOLLOWING: A. EASEMENTS TO CENTRAL VIRGINIA ELECTRIC COOPERATIVE(D.6.3064-31 6 D.B.2874-42). APPROXIMATE LOCATION OF AREA WITHIN ZONE AE(100 YEAR FLOOD PLAIN)ACCORDING TO THE FEMA B. AN EASEMENT TO VIRGINIA OUTDOORS FOUNDATION(D.B.3244-87). FLOOD INSURANCE RATE MAP.EFFECTIVE DATE FEBRUARY 4,2005(COMMUNITY PANEL 510006 0525D). C. EASEMENTS TO VIRGINIA TELEPHONE 6 TELEGRAPH COMPANY(0.8.489-389 6 D.8.417-581). 4. T.M.134-22 IS SUBJECT TO THE FOLLOWING: /..:.:: APPROXIMATE LOCATION OF AREA WITHIN ZONE AE(IOO YEAR FLOOD PLAIN)AND FLOODWAY AREA. A. AN EASEMENT TO VIRGINIA OUTDOORS FOUNDATION(D.8.4445-360 6 D.8.3116-430). '•- (COMMUNITY TO NEL 510A 6L050 INSURANCE RATE MAP,EFFECTIVE DATE FEBRUARY 4,2005 B. AN EASEMENT TO APPALACHIAN POWER COMPANY(D.B.1014-551). (COMMUNITY PANEL 510006 0525D). C. AN EASEMENT TO CENTRAL TELEPHONE COMPANY OF VIRGINIA(D.B.950-401). D. EASEMENTS TO VIRGINIA TELEPHONE 6 TELEGRAPH COMPANY(O.B.440-155 6 0.8.369-304). 5. T.M.134-22B IS SUBJECT TO THE FOLLOWING: THE LAND USE NOTES SHOWN ON THIS PLAT ARE IMPOSED AT THE REQUEST OF THE A. AN EASEMENT TO VIRGINIA OUTDOORS FOUNDATION(D.B.4445-360 6 D.8.3116-430). DIRECTOR OF PLANNING. BY PLACING HIS/HER SIGNATURE ON THIS PLAT HE/SHE HAS B. A 25'INGRESS 6 EGRESS EASEMENT(D.B.639-471). DEEMED THAT THEY ARE CORRECT AND IN ACCORDANCE WITH THE ALBEMARLE COUNTY ZONING ORDINANCE IN EFFECT THIS DATE. THESE NOTES ARE NOT RESTRICTIVE 6. T.M.134-23 IS SUBJECT TO THE FOLLOWING: COVENANTS RUNNING WITH THE LAND AND THEIR APPEARANCE ON THIS PLAT IS NOT A. AN EASEMENT TO CENTRAL VIRGINIA ELECTRIC COOPERATIVE(D.B.381B-173). INTENDED TO IMPOSE THEM AS SUCH. ANY REFERENCE TO FUTURE DEVELOPMENT RIGHTS B. AN EASEMENT TO VIRGINIA OUTDOORS FOUNDATION(D.B.3244-87). SHOWN HEREON IS THEORETICAL. C. A 15'WIDE ROAD WAY AS DEFINED IN D.B,168-562. A. T.M.134-14, T.M.134- 25 AND T.M.135-31 ARE ZONED RA. D. A RIGHT-OF-WAY FOR INGRESS AND EGRESS AS DEFINED IN 0.9.277-539. 8. NO DEVELOPMENT RIGHTS ARE BEING ADDED WITH PARCEL X OR PARCEL Y. 7. T.M.134-23A IS SUBJECT TO AN EASEMENT TO VIRGINIA OUTDOORS FOUNDATION(D.8.3244-87). 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 8. T.M.134-238 IS SUBJECT TO THE FOLLOWING: DECEMBER 1980 BOUNDARIES. - A. AN EASEMENT TO VIRGINIA OUTDOORS FOUNDATION(0.8.4445-360 6 D.8.3116-430). C. REVISED T.M.134-25 RETAINS FIVE DEVELOPMENT RIGHTS AND MAY BE FURTHER DIVIDED. A. A 15'WIDE ROAD WAY AS DEFINED IN F.U. ATIO62. WHEN USED THEY SHALL NOT TOTAL MORE THAN 31.00 ACRES AND SHALL BE WITHIN THEIR DECEMBER 1980 BOUNDARIES. 9. T.M.134-24 IS SUBJECT TO THE FOLLOWING: D. REVISED T.M.135-31 RETAINS FIVE DEVELOPMENT RIGHTS AND MAY BE FURTHER DIVIDED. A. AN EASEMENT TO VIRGINIA OUTDOORS FOUNDATION(D.6.3244-87).A. USED THEY SHALL NOT TOTAL MORE THAN 31.00 ACRES AND SHALL BE WITHIN THEIR DECEMBER 1980 HEUCOUNIES. B. AN EASEMENT TO VIRGINIA TELEPHONE 6 TELEGRAPH COMPANY(D.B.489-387). E. REVISEING MTO. THE COUNTY OF ALBEMARLE GIS WEBSITE 14 EACH CONIAIN A.BUILDING, 10. T.M.134-25 IS SUBJECT TO AN EASEMENT TO VIRGINIA OUTDOORS FOUNDATION(D.B.3244-B7). REVISED P.IS3WIT.SED THE RESIDUE. 1 OF T.M. EMA1L,ECOH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION A.B OF THE ALBEMARLE COUNTY SENIRG ORDINANCE. 00 F. NOTOLIING TO THE COUNTY OF ALBEMARLE AIS ISTRICE DATA,THESE PROPERTIES 00 11. T.M.134-26 IS SUBJECT TO THE FOLLLOW IMG: NOT LIE WITHIN AN AGRICULTURAL FORESTAL DISTRICT. A. AN EASEMENT TO VIRGINIA OUTDOORS FOUNDATION(0.6.3244-87). G. THESE PROPERTIES 00 NOT LIE WITHIN A WATER SUPPLY WATERSHED. 8. AN EASEMENT TO COMMONWEALTH PROPANE,INC.(D.8.1378-37). H. THE STREAM BUFFERS SHOWN HEREON WERE TAKEN FROM THE COUNTY OF ALBEMARLE GIS C. AN EASEMENT TO CENTRAL TELEPHONE COMPANY OF VIRGINIA(0.8.950-397). WEBSITE DATA AND SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. 12. T.M.134-27 IS SUBJECT TO AN EASEMENT TO VIRGINIA OUTDOORS FOUNDATION(0.6.4445-360 6 D.8.3116-430). 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.13.1491-395. 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(0.8.4445-360 6 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 DR EXTINGUISH DEVELOPMENT RIGHTS. 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 ISLAND). 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 4N'I' OpSCALE: 1' - 300' ATE: NOVEMBER 13,2017 �� `N. REVDISED: DECEMBER 20.2017 FOR REVIEW FOR RIVER LAWN FARM.LLC BRIAN S.RAY lic.No.002281 ROGER M.RAY 6 ASSOC..INC. 663 BERKMAR COURT G,_ CHARLOTTESVILLE.VIRGINIA 22901 u SDR TELEPHONE: (434) 293-3195 GL RAYSURVEYING.COM SHEET 1 OF 3 14573 ---... LINV1 DELTA RADIUS ARC TANGENT CHORD CHORD BEARING N88 "E IS / LEGEND: _ 98'21'58' 767.38 245.98 124.05 244.93 N54'13'51•E 1' ,� IS IRON SET --- IF IRON FOUND a 9.06'05' 2480.00 393.94 197.39 393.53 N49'35'54'E NS/1'08'57"E •F PF PIPE FOUND y 34'29'19• 491.05 295.58 152.42 291.14' N71'23'37"E 145.52' / 'C3 IS IS C4 o C4 9'59'29• 1402.66 244.60 122.61 244.29 N83.38'32•E STATE ROUTE 626 (401R/M) IS 4 T C5 19'03'00• 2173.40 722.62 364.68 719.30 S79'06'05"W JAMES RIVER ROAD (0.8.275-302) .SsO * C6 27'44'35• 1342.40 650.00 331.50 643.67 S83'26'53'W • ' IS T. M.134-22B o T: C7 5'54'27• 1995.08 205.71 102.94 205.62 N77'08'34"W 0.6.2790-596 `r a' ' 1 CB B'56'33' 1995.08 311.38 156.01 311.07 N84'34'04"W OVERHEAD ` \ D.8.1252-185& 186 PLAT eN UTILITY 1 02 \\ 0.8.639-154 PLAT F ,©� C9 33'25'29' 2949.93 588.21 295.08 587.24 S85'34'55"N C10 6'04'07" 2332.79 247.09 123.66 246.97 S77'01'05"E ' POLEIF C11 23'39'53• 1301.97 492.30 249.13 489.37 N89'06'55'E N45'02'52"E IS \\ �-' i 320.07' C32 6'22'52' 1787.06 199.03 99.62 198.93 N75'05'32"E X150'+/- TO / _�-'� o C13 19'03'00' 2058.40 684.39 345.38 681.24 N79'06'05"E ST.RT.723 ' C14 4'58'36' 2949.93 256.23 128.20 256.15 577'02'53'W (CHESTNUT GROVE RD.) /' \�-'�i 0 N63'24'50"E POLE ' IS OVERHEAD T.M.134-210 229.27' N. UTILITY \ N9 KATHARINE J.B.CROSBY TRUST LINE m. ? 0.8.4561-520 ` N64•12.21'E \IS �\ ''5'2').� 0.8.4527-649 PLAT \" /,/\ / IS y T.M.134-21A l T.M.134-22A /-' �\ •C''''' KATHARID.8.4561NE -520Y TRUST IF JOHN D.8.4365--2518 " • / '\ -I; 0.8.621-197 PLAT T D.B.1252-185& 186 PLAT c'F \ T.M.134-23 FF m F4', O.B.483-469 PLAT 0.8.2790-596 F D.B.3151-333 CONCRETEPIERp0 p, O.B.699-149 PLAT / \ POLE 0.B.168-563 PLAT 'SB�d'9 \ /' _ ;`21"CEDAR TRACES ' '',/,',‘,A.�"p \ \ OVERHEAD -B 7,(� STREAM k2�'; / UTILITY ,/ OF FENCE-/ d,0°2 \ LINES FRAME yS ��q� \ T.M.134-236 BUILDING ,', IS PF S qj. /' 0.8.2790-596 F �,, L4 DOI PF AT 12"WALNUT • ` 0.8.733-312 PLAT • T.0. \ 0.8.300-330 PLAT 42 3 PF EEN \,6/ �S„ / /^ FENCE IF L\AT 21"DOUBLE POPLAR Fy y \ POND F --� / �\ 10AM BUFFER 1-ATRACES - 7 OCE / T.M.134-23A 0.6.2790-596 \� ' \ \\ 0.8.699-149 PLAT DOWN 7 \ \ FENCE \\/ \ J T.M.134-22 ':;''',9 'a 0.8.2790-596 .9 \ 0.8.1252-185& 186 PLAT \ 'r / D.B.639-154 •\ \ /' \ O.B.621-197 \ 0.8.99-25 PLAT ACES IS \ m m TR OF FENCE Co' 6 I 1:9 TRACES \ LL .DS OF FENCE w w \ `� "9� 636. 46 ACRES TOTAL \ W \'''''-'3 N w S (INCLUDES T.M.134 PARCELS 22,228,23,23A,238,24,25,26,27,27A, 1 9S THAT PORTION OF T.M.135 PARCEL 31 \ m \ 6 L'2' w "o •'- LYING ON THE NORTH SIDE OF CSX RAILWAY, a .., ,Z., 1 PARCEL X AND PARCEL Y) `\ w N N28'13'24"E YIS (DOES NOT INCLUDE THAT PORTION OF ¢ o i i 147.54' T.M.135-31,"GOOLSBY ISLAND' XV ., �+ CONTAINING 11+/- ACRES,AS SHOWN \ a a \ GRAVEL :SIS ON PLAT RECORDED IN D.B.699-145, o ROAD ' SEE KEY MAP ON SHEET 1 OF 3) �\ (INCLUDES GOOLSBY GRAVEYARD '' `.0 APPROXIMATELY 0.0B ACRE ACCORDING `,\ I TO PLAT RECORDED IN D.8.1192-389) \ \10'33'S4"W 'S, 443.87' S9 (T-7. \\ s IS NOB'36'51"WS \ ,` 7Q7 AM BUFFFq \ \ T.M.134-14 \ 239.67' ' - . RIVER LAWN FARM,LLC ' 436.90+/- ACRES LLI I ( I S31'05'39"E t _\ �. (AS PER TAXATION RECORDS) 430.15' STREAMgU LLF F 0.8.2790-596 m N06'28'43"W \ SA \ 0.8.699-145 PLAT 250.46' 0.8.266-385 PLAT a I TRACES RESIDUE=360.43+/-ACRES OF FENCE (BY DEDUCTION OF PARCELS X & Y IS T.M.134-25 \ _ __ FROM TAXED ACREAGE) o\ I Z 159.00+/-ACRES ,-____\___P\______________ --- CES (AS PER TAXATION RECORDS) ¢\ 0 C.• 1 FEMCE 0.6.2790-596 LL w OE 3915 W D.B.699-145 PLAT 0.8.434-288 PLAT m APPROXIMATE Z STONE �1 \ LOCATION OF \ o i U FOUND 5i30g.27 0.8.227-127 PLAT Z' \FROMMCOUNTYN w IS OF ALBEMARLE . S w P GIS WEBSITE APPROXIMATE 1N REVISED T.M.134-25 c41.\\/\\. LOCATION OF \ \ STREAM TAKEN \ "'m, . 192.25+/- ACRES FROM COUNTY ,� S (INCLUDES T.M.134-25 \ OF ALBEMARLE N, "'S AND PARCEL X) GIS WEBSITE \ \ 1. .iS \\.„----. - GIS m \ • \ \ S 'o S F \ \ \ 1 PARCEL X \,\ \ \ IS 33.25 ACRES 300' \ \ BUFFERS/ \ y BUFFER• y \ S� I\\ \\\\. �_ 9''b \_ o`,�5, BOUNDARY LINES ALONG THE • CSX RAILWAY WERE ESTABLISHED \, SOS, ACCORDING TO SURVEYS OF FOR \ \ IS S RECORD OF THE ADJACENT \ REVIEW \ �'� PROPERTIES,RAILWAY DEEDS, AND RAILWAY VALUATION MAP V3-48 SCALE: 1' - 300' \ \O';`, \m N89'02'20"W w DATE: NOVEMBER 13.2017 = FOUNDT 225.76' REVISED: DECEMBER 20.2017 \ % C9 IS FENCE N89'02'2 " x . \ 0 W1 1393.62' FENCE IS CB IS :C14 FENCE CSX RAILWAY 0.8.2951-511,513 PLAT, D.B.238-210,211 PLAT, ROGER W.RAY & ASSOC..INC. ___DyB9_1, D 6.76-96 & VALUATION MAP V3-4B 663 BERKMAR COURT CHARLOTTESVILLE,VIRGINIA 22901 TELEPHONE: (434) 293-3195 T.M.134-14STREAM BUFFER GL RAYSURVEYING.COM SH ET 2 OF 3 14573 BOUNDARY LINES ALONG THE CENTERLINE OF THE STREAM .PHIC SCALE 1"=300 E LINE BEARING DISTAN THE NORMAL WATER MARK MAJOR COURSES SHOWN 11 , LI S45'33'05'E 525.06 OF THE JAMES RIVER (FROM POINT'A'TO POINT'S') MAJOR COURSES SHOWN Op T 0 300 600 900 L2 562'00'42"E 217.25 _ a L3 N85'14'43'E 190.32 LINE BEARING DISTANCE LINE BEARING DISTANCE 1'6. i L4 500'03'48'W 28.64 L23 S73.59'20'W 77.66 L42 NO2'03'01"E 17.40 4,0 i©` L5 N79'22'I7'E 243.06 L24 S86'I3'34•W 144.23 L43 N49'04'37•E 16.37 L6 N51'19'54•E_ 152.91 L25 N79'11'35'W 215.30 L44 N71.59'07"E 12.13 L7 N28'23'22"E 277.15 L26 N85'13'1914 175.17 L45 N88'47'32"E 20.57 x LB N17'08'19'E 276.62 L27 587'06'28"W 238.30 L46 1,118'00.40"E 20.40 o L9 SB9'15'24'W 176.42 L26 N85.56'24'W 149.92 L47 N37'18'41"W 13.27 L10 569.34'35'W 103.77 L29 N51'55'23'W 48.26 L48 N61'21'29"W 39.04 SVA. oM L11_ N76'39'25'W 154.88 L30 589.10'09'W 74.66 L49 N71'20'16"W 37.11 3?. co L12_ N15'56'07'E 160.00 ` L3I N74'12'42'W 81.54 L50 N13'40'18"W 28.21 0,,,__ L13 N74'03'53'W 220.00 L32 581'53'42•W_ 125.87 L51 N48'54'04"W 24.14 L14 515'56'07'W 160.00 L33 548'09'26"W 360.98 L52 N2511'32"W 26.72 T.M.134-21A L15 N74'03'53'W 400.00 L34 563'25'49•W 210.82 L53 N77'43'19"W 14.91 JOHN D.MILTON,JR. L16 N73'09'13"W 357.68 L35 S68.23'09'W 247.72 L54 N01'45'06"E 24.06 0.13.4365-251 0.6.1252-185 5 186 PLAT L17 N81'08'13'W 89.32 L36 575'27'29•W_ 191.90 L55 N36.23'17"E 49.58 m m D.B.483-649 PLAT L18 N74'45'33•W_ 330.02 L37 S80'37'46'W 320.84 L56 NO6'27'21"E 31.77 m m 0.8.3151-333 L19 N68'21'13'W 40.20 L38 586'35'57'W 189.33 L57 N28.53'48"W 28.39 0 o L20 N74'09'53"W 120.02 L39 S83.25'22'W 145.11 L58 N50.24'16"W 31.07 N m L21 N75.15'05'W 256.14 L40 N85'20'38"W 234.05 L59 579'30'42"W 58.19 EA' 122 N89'15'24"E 257.77 L41 N85'59'18'W 418.05 L60 554.48'20"W 14.82 N N L61 N74'27'25"W 28.37 yr LEGEND: L62 N38'30'19"W 82.69 Oe L63 N15'17'15"E 64.50 ',7j IS IRON SET L64 N24'17'37"E 142.13 N IF IRON FOUND PF PIPE FOUND L65 N18'14'30"W 31.71 JJ .. APPROXIMATE LOCATION OF AREA WITHIN ZONE AE L66 N56'44'21"E 16.30 (100 YEAR FLOOD PLAIN)ACCORDING TO THE FEMA L67 N25'05'19"E 30.74 a FLOOD INSURANCE RATE MAP,EFFECTIVE DATE L68 N18'16'12"E 15.27 x a ..:`.: FEBRUARY 4,2005(COMMUNITY PANEL 510006 05250). L69 NO7.02'08"E 23.30 APPROXIMATE LOCATION OF AREA WITHIN ZONE AE L70 N21'09'16"E 29.32 T.M.134-22 • / (100 YEAR FLOOD PLAIN)AND FLOODWAY AREA,ACCORDING L71 N01'23'29"E 99.55 D.8.2790-596 T TO THE FEMA FLOOD INSURANCE RATE MAP,EFFECTIVE L72 N15'34'16"E 45.12 0.6.1252-185 5 186 PLAT DATE FEBRUARY 4.2005(COMMUNITY PANEL 510006 0525D). 0.8.639-154 L73 N05'33'04"E 120.27 0.6.621-197 ,�, L74 N23.37'27"W 46.22 0.6.99-25 PLAT < . L75 NO1.04'08"W 22.29 I O APPROXIMATE LOCATION OF STREAM TAKEN FROM COUNTY LINE BEARING DISTANCE OF ALBEMARLE / L76 N71'54'06'E 29.87 GIS WEBSITE L76 N71'05'06'W 28.00 I IF IN I STUMP L78 N74'12'09'E 141.62 _ _ __....LL HOLE APPRO%IMATE Ir w LOCATION OF STREAMS TAKEN I .�F FROM COUNTY I m' I y OF ALBEMARLE = 636. 46 ACRES TOTAL `F GIS WEBSITE , < 100' 47 (INCLUDES T.M.134 PARCELS STREAM I q 22,228,23.23A.238,24,25.26.27,27A. - • EL 31 • BUFFER�Jv 0� / LYINGTHpONT PTTHEI NORTON TH SIDEF IOF CSX35 CRAILWAY, T.M.135-30 / I �' PARCEL X AND PARCEL Y) MOUNT WARREN,L.L.C. I' 2 • (__------- / /. y? (DOES NOT INCLUDE THAT PORTION OF 0.6.1466-724 9THRU8727 PLAT % ‘1,•• /1 V i Y/ 4 N.A.NING31,+GOOACRE IASASH' 0JCONTAINING 11+/- ACRES,AS SHOWN ON PLAT RECORDED IN D.8.699-145, `4� I p�' SEE KEY MAP ON SHEET I OF 3) •\ ,C4F' (INCLUDES GOOLSBY GRAVEYARD fid`. ........„_____,s-,,,,,,CC''' 5 APPROXIMATELY 0.08 ACRE ACCORDING '?.5,, \ \ � 1p0 TO PLAT RECORDED IN D.B.1192-389) 4� / T.M.134-27 0J 0.6.2790-596 \\ I 0.8.1252-185 5 186 PLAT P� I 0.6.621-169 PLAT ,�Q4' / / �\ 0.6.639-155 PLAT y APPROXIMATE LOCATION `\ \ \X00 T.M.134-26 I OF OOLSBY GRAVEYARD `Q• / 0.8.3656-289 f`TAKEN FROM A PLAT "' Y \ .8.1192-389 PLAT RECORDED IN 0.6.1192-389 Fh': p .,..„,:c.„, \ . O.B.138-491 DESC. [n ? A �. 0.8.134-190 - �' M 4iy?`� 0000 \ ' �, / 0.6.72-473 / �_ "'Qti� ti''�y ami v9 u' \ 100' \` '/'' �OOa?yc�opti v�Q� ``\ /' d • STREAM m w� -OFFER / / \44-11,'"?.'''.4) O^v �� T.M.134-27A O y.,' - , 0,4�F IRON FOUND D.8.4246-267 y�0o Et-N'''6,, A�4,=tir \• T.M.135-31 N27'38'06'W 0.26'/ 0.8.621-169 PLAT / 4)4~r4Jo�r o rao.yo (AS PER TAXATION RECORDS)- ACRES F'L FROM CORNER 4/0)Q=2ci & '',5.7,.? 0.8.2790-596 A' TEL Q , <-' ^0 4 0 " D.6.1252-185 5 186 PLAT + FENCE IS CB PED.I UNIMPROVED ROAD / y,S ti��0y�+•Z<<J 4'y� D.B.639-155 PLAT - •s C7 (MOUNT WARREN LANE) Og =O^2 4�4,�04 0 IS "'•_�` IS GRAVEL v O Fr�ti 4iJ BOUNDARY LINES ALONG THE 100' IS i_ ,-_ IS CROSSING /v ?? QO 44,...,7:7o241utiYy 20 CSX RAILWAY WERE ESTABLISHED STREAM IF -- ,71 Q2H ..,¢y ACCORDING TO SURVEYS OF BUFFER .� BUFFER C0IS W o ` ti RECORD OF THE ADJACENT r. STREAM 573'59 01' _a 'Y PROPERTIES,RAILWAY DEEDS, 07.64' _ C19 L$/ IS STONE DOWN AND RAILWAY VALUATION MAP V3-48 6� o�44' IF Q RA!W17 -_ FOUND FENCE ISA_ STONE FOUND DRAINAGE AY C}5 DOWN UNIMPROVED ROAD ® -- PIPE MILE �.73Z-°•265, IS FENCE o C13 IS DOWN (MOUNT WARREN LANE) TIE LINE IS AT MARKER N 1 11 ,-' 53041.596 26 8'E 50.00 187 ._ 5}3 P C1 FENCE IS V3,A: IS 141.59' S73.5' .0jf AT• . 3gI2 ,Ck_= _ FENCE C6_,' IS OM MAP C13 FENCE IS m.L22 IE AAT 27.44' S. ® 1348.B 11 PLAT O B 93 1 6966- ` -rte 9°'m. �T.M.334-i4 2 IS:O 10 1'I • Cis t • 76'• ®® j /FENCE'9�B�s(` RIVER LAWN FARM,LLC - ® (AS PER6TAXATIOACRES RECOROS) y< -THE BOUNDARY LINES 15'ASH �� JF4'� 3} 90 MAJOR COURSE SHOWN FROM POINTS A" TO B' : 4} 0.6.97945596 h ARE ALONG THE CENTERLINE y L28 L0.8.699-145 PLAT • L 0.8.266-385 PLAT i(ASF IT MEANDERS: • 4' L29 L RESIDUE=360.43+/- ACRES PARCEL Y DEDUCTION OF PARCELS X 6 Y 'MAJOR COURSES SHOWNOF FROM TAXED ACREAGE) . 43.22 ACRES HOPAPKMp�NN.SEP HREVIEW FOR j AL� OH Lni ARE SCALE: 1' 300' 1 NNDARYF OM L23 THPU DATE: NOVEMBER 13 2017 1 LINES Q L4. L REVISED: DECEMBER 20.2017 ROGER W.RAY 6 ASSOC.,INC. J AME S RIVER HARLO 663 ES VEL IE, VIRGINIA A 22901 TELEPHONE: (434) 293-3195 GL RAYSURVEYING.COM SHEET 3 OF 3 14573