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HomeMy WebLinkAboutSUB201600023 Plat 2016-03-02THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LANO,TRACT 2A & TRACT 2B,A DIVISION OF TRACT 2 (T.M.60- 2A),IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNER(S),PROPRIETORS,AND /OR TRUSTEES,IF ANY. FOR: RMC7!LLC �� CITY /.E6 TY OF ��, OLY/V / �`� `Xc lq STATE OF V A °NWE O' THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED cREGISTRAT1ONNO. I! - 187571 — BEFORE ME THIS DAY OF Ebe�%A�- _ �.MYCOMM.EXPIRES= 09/3012018 2016. BY 1 . cJ %>A ••'' . OF VIRG�\p . 0 N 0 FOR: RMC7, LLC NOTARY PUBLIC # MY COMMISSION EXPIRES �� `9 -0-AD NOTARY SEAL APPROVED FOR RECORDATION AGENT FOR THE BOARD OF SUPERVISORS DATE BRIAN S. Y Lic. No. 002281 / -7 -fw Ao- VICINITY MAP — SCALE: 1" = 2000' + /— CITY OF CHARLOTTESVILLE 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 ONLY. A. PROPERTY ZONED RA (AIRPORT IMPACT, DAM INUNDATION,ENTRANCE COORIDOR, FLOOD HAZARD OVERLAY). B. TRACT 2A IS ASSIGNED THREE DEVELOPMENT RIGHTS AND MAY BE FURTHER DIVIDED. WHEN USED THEY SHALL NOT TOTAL MORE THAN 18.60 ACRES. C. TRACT 26 IS ASSIGNED TWO DEVELOPMENT RIGHTS AND MAY BE FURTHER DIVIDED. WHEN USED THEY SHALL NOT TOTAL MORE THAN 12.40 ACRES. D. SETBACK REQUIREMENTS: FRONT= 75'(ALONG STATE ROUTE 654) SIDES= 25' REAR = 35' E. THIS PROPERTY IS LOCATED IN THE SOUTH FORK RIVANNA WATER SUPPLY WATERSHED. F. ACCORDING TO THE COUNTY OF ALBEMARLE GIS WEBSITE,THIS PROPERTY IS NOT LOCATED IN AN AGRICULTURAL — FORESTAL DISTRICT. G. THE APPROXIMATE LOCATIONS OF THE STREAMS AND STREAM BUFFERS SHOWN HEREON WERE TAKEN FROM THE COUNTY OF ALBEMARLE GIS WEBSITE AND SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. H. ACCORDING TO THE COUNTY OF ALBEMARLE GIS WEBSITE,TRACT 2A & TRACT 2B EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1. OF THE ALBEMARLE COUNTY ZONING ORDINANCE. I. THE DAM BREAK INUNDATION ZONE (STATE) SHOWN HEREON WAS TAKEN FROM THE COUNTY OF ALBEMARLE GIS WEBSITE DATA. NOTES: 1. OWNER (S) , ADDRESS & LEGAL REFERENCES: T.M.60 -2A RMC7 LLC 501 LEXINGTON AVENUE. CHARLOTTESVILLE, VA 22902 D.B.4616 -148 & O.B.1952 -61 & 62 PLAT 2. THE BOUNDARY DATA SHOWN HEREON FOR THE NEW DIVISION LINES BETWEEN TRACT 2A AND TRACT 26 IS BASED ON A CURRENT FIELD SURVEY. ALL OTHER BOUNDARY DATA SHOWN HEREON WAS TAKEN FROM A PLAT BY THIS FIRM, RECORDED IN D.B.1952 -61 & 62 AND WAS NOT RESURVEYED THIS DATE. THE APPROXIMATE LOCATIONS OF THE EXISTING DWELLINGS AND BUILDINGS SHOWN HEREON WERE TAKEN FROM THE COUNTY OF ALBEMARLE GIS WEBSITE DATA AND ORTHOPHOTOS. 3. 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 THESE PARCELS OR EXTINGUISH DEVELOPMENT RIGHTS. 4. ACREAGE OF T.M.60 -2A (TRACRT 2) BEFORE THIS RURAL SUBDIVISION PLAT= 156.81 ACRES. 5. THIS PROPERTY IS PROPERTY SUBJECT TO THE FOLLOWING: A. EASEMENTS TO ALLTEL COMMUNICATIONS,INC.(D.B.3185 -533 & D.B.2944 -17). B. A PRIVATE ROAD MAINTENANCE AGREEMENT AS DEFINED IN D.B.3747 -81. C. A STORMWATER MANAGEMENT /BMP FACILITIES MAINTENANCE AGREEMENT AS DEFINED IN D.B.3807 -483. D. A RESTRICTIVE COVENANT AS DEFINED IN D.B.2821 -634 THRU 639. E. EASEMENTS TO VIRGINIA ELECTRIC & POWER COMPANY(D.B. 1774- 452,D.B.533- 194.0.6.477 -426 & D.B.423 -370). F. AN EASEMENT TO VIRGINIA PUBLIC SERVICE COMPANY(D.B.200 -280). G. A PERPETUAL RIGHT OF WAY TO VIRGINIA — WESTERN POWER COMPANY AS DEFINED IN LAW ORDER BOOK 42 -406. 6. NO TITLE REPORT FURNISHED. ALL EASEMENTS KNOWN BY ME ARE SHOWN OR NOTED HEREON. THIS PROPERTY IS SUBJECT TO ANY ADDITIONAL EASEMENTS, UTILITIES, CONDITIONS, AND /OR COVENANTS THAT MAY EXIST. GL RURAL SUBDIVISION PLAT TRACT 2A AND TRACT 2B A DIVISION OF TRACT 2(TAX MAP 60 PARCEL 2A) THE PROPERTY OF RMC7,LLC LOCATED ON STATE ROUTE 654(BARRACKS ROAD) JACK JOUETT MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA SCALE: 1 "= 300' DATE: JANUARY 7,2016 FOR RMC7, LLC ROGER W.RAY & ASSOC.,INC. 1717 -18 ALLIED STREET CHARLOTTESVILLE,VIRGINIA 22903 TELEPHONE: (434) 293 -3195 SHEET 1 OF 2 9903G DENOTES APPROXIMATE LOCATION OF AREA WITHIN SHADED ZONE X(AREAS OF 0.2% ANNUAL CHANCE FLOOD;AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD)ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP, EFFECTIVE DATE FEBRUARY 4,2005(COMMUNITY PANEL 510006 0260D). L5 N41'16'56 "E 113.74 DENOTES APPROXIMATE LOCATION OF FLOODWAY AREA IN ZONE AE L90 L91 L6 N32'15'57 "E 104.52 (100 YEAR FLOOD PLAIN)ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP,EFFECTIVE DATE FEBRUARY 4,2005(COMMUNITY PANEL L89 L7 N32'15'57 "E 43.58 510006 0260D). L88 L8 N36'19'53 "W 9.60 IVY L9 N47'29'44 "W 30.98 DENOTES APPROXIMATE LOCATION OF AREA WITHIN ZONE AE L87 �9`' CREEK 10 N29'40'08 "W 10.51 (100 YEAR FLOOD PLAIN)ACCORDING THE THE FEMA FLOOD 11 N01'50'29 "E 13.30 INSURANCE RATE MAP,EFFECTIVE DATE FEBRUARY 4,2005 ��' �• L9 (COMMUNITY PANEL 510006 0260D). 9 12 N27'19'21 "E 17.45 1 L72r 13 N08 '22' 17 "W 36.66 LEGEND: Jp . • • r S 14 N82 '57' 32 "W 20.57 �' n 15 NO2'14'21 "E 26.51 IS IRON SET A APPROX.LOCATION EXISTING DWELLING 0 Q DAM BREAK �; • �� INUNDATION ZONE BG 16 N28 34'13'W 32.91 B APPROX.LOCATION EXISTING BUILDING � 17 N07'52'13 "W 48.48 C APPROX.LOCATION EXISTING DWELLING ��S (STATE) N D APPROX.LOCATION EXISTING DWELLING �`•� co• , S12'05'04 "W 18 N09'20'31 "W 15.15 �' 109.10' E APPROX.LOCATION EXISTING BUILDING r �� � 19 N19'13'23 "E 53.03 F APPROX.LOCATION EXISTING BUILDING G LBO 20 N16 *32'59 "W 55.74 G APPROX.LOCATION EXISTING BUILDING L67 ��j L 7 9 v I 21 N01 '10' 12 "E 28.76 L66 L78 22 N42 '55' 41 "W 42.96 IVY L6 9Fq 23 NOB'47' 10 "W 42.28 CREEK ko 24 N50'31'48 "W 48.15 m FFq 25 N27'17'38 "W 39.37 CL �I ��Q �m 26 N73'58'25 "W 63.51 J 27 N27'24'10 "W 39.41 co �3 28 N30 '29' 29 "W 32.18 a I L61 J' 29 N31 '47 ' 46 " E 30.23 > L60 Imo' Im 30 N27 '36' 23 "W 35.81 J: 31 N11'44'14 "W 48.59 X 32 N33'48'24 "W 24.60 \ L5 L55 Icn 33 NOB '36' 23 "E 78.94 L53 34 N25'31' 10 "W 32.23 o L52 35 N13'58'14 "W 89.60 z 36 N54'24'11 "W 51.18 a L51 L57 i 37 N35'12'25 "E 55.53 m L50 IS z I 38 NO3'39' 28 "W 62.66 < y : IS AT 1104' 12' +/ N� ov' 39 N45'13' 03 "W 18.02 `9 B 0.00' S79.51' 23..W 1p154-12' q • 12 52 °°o ` to L4 40 N05'28'46 "E 37.50 N55'00'00 "E IS D 41 N01 '27' 36 "E 25.64 4) 200.00' S82 • o� 42 N37'29'19 "W 6 21.94 T.M.60 -1L C IS 3600 00 E \ LOT 10 IVY \ v> 00' IS RONALD L. MARTIN CREEK �9'' v- � n & AMY MARTIN ,.,�( lE N D.B.3347 -589 h v \. D.B.1181 -634 THRU 638 PLAT •WELL L42 L43 . AN ,`Q L41 N01 '00' 00 "E L40 • - 400.00' -S49 °06'08 "W L39 N74'00'00 "E 204.00' L38 65.00 S35'00'00 "E IS '�'-S27'211 08 11 W L37 N 165.00' N320� E 132.00' A L36 w IS IS 1500 L35 m °' ��'-S18'06'08 "W L34 o o° IS �0 132.00' L33 • °v° IS � o L31 o`�N �17G° N69'30'00 "E o L30 Z'IS �', 000 140.00 IS /4`, L29 \ �� L28 j�{L -25 •20 N17'39' 43 "W L L26_l L24 IS S� A11.11�© 220.64- h 100' IS STREAM A �v LL21 BUFFER L20 19 18 ° C• / •� � L16 Lg L17 /• IS N40 °45'00 "E '� L14 / 10 ISM 100.00' S13'40'08 "W 323.00' L12 S N74'00'00 "E IS L11 ^ 130.00' (o, AAA N50'001 00 "W I. 150.00' o° pj NSA \ °n A 00 (D y3 r4 O• ps � 3 TRACT 2A �Z co 46.08 ACRES Is o /m NQ V o° i•m o° I~ ti �B9 SB6 • `889 . �Bq • `'� STREAM IS ;�� y ti6) S>> 0S c' 3� X00 SS j 0�9 �3 BUFFER 59• 6 9B„ vy„ 41 6,F5 X99 �65� 15.0`155 i � ;z is � 40. 10' 99 4 9 6 0 0�' °' INGLERIDGE FARM 0 F 0e 1.' 50'NON- EXCLUSIVE q0 "F / INGREASEMENTRESS �`'9.5'OS 9 0 9 F 1y 91.00' 15 ����'O".- --- - -e-- - - - - i� S18 49' 05 W (D. B. 2057 -152 & N ��. �c �' 1 i Q, ' 1- D . B . 1952 -61 `'1 . 5�„ 90 �� EASEMENT TO ALLTEL F� 193.51 ' & 62 PLAT) `�6• F 9j, �� COMMUNICATIONS, INC. TRACT 2B �� 0,> 61 i i (D . B . 3185 -533, 538 PLAT) 0 /f/"`-S26 '56'34 " W F� 54, �, �\\ 110.73 ACRES / 10o.00' Z 6' 66�'' \� oo %S38'21'12 "W OS F p0o �� �l 180.00 ' c'65 APPROXIMATE LOCATI01� POWER TRANSMISSION LINES goo 521676008 W IRON 01\ D.B.533 -195 �� FOUNDcL N56'01'43 "W�\ (/ 10 APPROXIMA E <OC • ' S40'01'08 "W 195.86' q.� 0 �- qT N •� 200.00' REAM q�\ S 01` o°� FFR ST9� • N s��` S44 '46 ' 08 " W 90\ � 4V . O 244.50' S6361. 77' ./� is PQP . s\�56 -S55'04'11 "W vQ 4 j�o1 / 302.25' \-S34 °52' 05 "W ti�vyQO 6S \o IRON 261.00' 60 4 FOUND •B6J' \ GRAPHIC SCALE 1" =300' 4e 0 300 600 900 GL SCALE: 1" = 300' DATE: JANUARY 7, 2016 ROGER W.RAY & ASSOC.,INC. 1717 -1B ALLIED STREET CHARLOTTESVILLE,VIRGINIA 22903 TELEPHONE: (434) 293 -3195 COURSES ALONG CENTERLINE OF IVY CREEK LINE BEARING DISTANCE L43 N84'21'34 "E 79.19 L44 N53.06'36 "E 72.11 L45 N24'42'51 "E 116.61 L461 N40'48'42 "W 234.70 L47 N58 °15'26 "W 213.44 L48 N76'05'11 "W 120.00 L49 N35'10'10 "W 79.20 L50 NO2'35'46 "W 48.39 L51j N22'19'00 "E 114.48 L52 N40'52'03 "E 31.94 L53 N53'57'50 "E 95.04 L54 N86'56'28 "E 50.59 L55 S42'20'42 "E 43.37 L56 S38.55'35 "E 112.44 L57 NBB'04'27 "E 65.71 L58 N17'49'39 "E 191.88 L59 N07.55'45 "E 126.16 L60 N17 *04'59 "E 54.56 L61 N22'51'40 "W 27.87 L62 NO2'13'59 "E 92.14 L63 N00 009'59 "E 165.55 L64 N59.54'17 "E 101.04 L65 S89'07'12 "E 49.94 L66 N67 °55'50 "E 107.95 L67 N01.21'40 "W 42.91 L68 N11'04'07 "W 194.48 L69 N10 0 13'44 "E 161.19 L701 N61'19'1O "E 68.19 L71 N64.53'39 "E 113.28 L72 S83'26'30 "E 52.22 L73 S15 003'40 "E 59.14 L74 S19'38'24 "E 131.54 L751 S44'20'07 "E 139.02 L761 S51 .07-33"E 143.63 L77 S50.29'28 "E 138.74 L78 S75'19'45 "E 95.27 L79 N71'39'54 "E 88.76 L80 N51 *25'22 "E 78.89 L81 N26'51'31 "E 96.35 L82 N01 °04'43 "E 134.58 L83 N01 °50'11 "W 130.65 L84 N14'29'34 "W 62.35 L851 N27 °23'47 "W 129.43 L86 N32 °09'42 "W 93.37 L87 N13'19'07 "W 69.33 L88 N05 °55'00 "E 52.44 L89 N3B 916'13 "E 55.86 L90 N69'09'20 "E 33.61 L91 S75 °37'05 "E 36.75 L92 S51'44'35 "E 82.68 L93 S49'02'16 "E 316.14 L94 S50 °25'45 "E 74.80 L95 S37'40'40 "E 102.83 L96 S40'36'22 "E 134.53 SHEET 2 OF 2 9903G