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HomeMy WebLinkAboutSUB201900104 Approval - County 2019-10-17PLAT SHOWING A BOUNDARY Lit ADJUSTMENT OF LOTS 1 AND 2 REVISED EASEMENTS ACROSS LOTS 1, 4, 5 AND 6 AND A NEW EASEMENT ACROSS LOT 2 OAKLEIGH SUBDIVISION RIO DISTICT ALBEMARLE COUNTY, VIRGINIA MAY 15, 2019 REVISED: JULY 18, 2019 REVISED: SEPTEMBER 11, 2019 REVISED: SEPTEMBER 30, 2019 REVISED: OCTOBER 1, 2019 OWNERS' APPROVAL: COUNTY APPROVAL: folt-ilop. AGEWf OF THE BOARD OF DA E SUPERVISORS ofi THE PLATTING OR DEDICATION OF THE FOLLOWING LAND, PLAT SHOWING A BOUNDARY LINE ADJUSTMENT OF LOTS 1 AND 2, REVISED EASEMENTS ACROSS LOTS 1, 4, 5 AND 6 AND A NEW EASEMENT ACROSS LOT 2, IS WITH FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY. OWNER OF LOTS: 1, 2, 3, 4, 4A, 6, 6A OAKLEIGH ALBEMARLE, LLC , A VIRGINIA LIMITED LIABILITY COMPANY BY: II GEORGE W. RAY, JR,' MEMBER AND SOLE MANAGER DATE:It)- NOTARY PUBLIC: 1-7 STATE OF Y II r CITY/COUNTY OF 1 THE FOREGOING #ACKNOWLECF I BOEF E ME HISS �`=� A OF �. _ . .y, — U30-4.11, . VJA) low NOTARY PUBLIC MY COMMISSION EXPIRES: M*y It, zoil VICINITY MAP 1" = 2000' W � 9 Op RIO HILL °9 SHOP /p CNTR .9 SITE 9°Qe ti FOU ALB. EAS S SHOP J CNTR B K EY FASHION SQUARE MALL OWNER OF LOT 5 THE BLAKE AT CHARLOTTESVILLE, LLC , A DELAW RE LIMITED LIABILITY COMPANY ) �Y: ANDREW YAR OROUGH ANAGER �® DATE:__ ®���/�► NOTARY PUBLIC: STATE OF 4k Ik CITY/COUNTY OF THE FOREGOING WA ACKNOWLE GEO BEFORE ME THIS DAY OF 20-L!EL BY NOTARY PUBLIC MY COMMISSION EXPIRES: AL4e4Ik TITLE REFERENCES: �// 7 D.B. 331 P. 478 VEPCO TMP 45-26A3 LOT 1 D.B. 331 P, 410 VEPCO TMP 45-26A4 LOT 2 D.B. 278 P. 542 VA TEL. AND TELE. TMP 45-26A5 LOT 3 D.B. 273 P. 215 VEPCO TMP 45-26A6 LOT 4 D.B. 221 P. 214 VA PUBLIC SERVICE COMPANY TMP 45-26A9 LOT 4A D.B. 210 P. 594 VA PUBLIC SERVICE COMPANY TMP 45-26A8 LOT 6 D.B. 109 P. 163 TMP 45-2666 LOT 6A D.B. 4939 P. 224 OAKLEIGH ALBEMARLE, LLC D.B. 4927 P. 721 STORMWATER 690 BERKMAR CIRCLE D.B. 4907 P. 494 STORMWATER CHARLOTTESVILLE VA, 22901 D.B. 4927 P. 170 CITY OF CHARLOTTESVILLE D.B. 5051 P. 627 PLAT D.B. 4928 P. 96 COUNTY OF ALBEMARLE D.B. 4928 P. 61 PLAT D.B. 4928 P. 90 ACSA D.B. 3346 P. 314 D.B. 4928 P. 85 D.B. 331 P. 480 PLAT D.B. 4928 P. 80 H.W.P.B. XIII P. 29 PLAT D.B. 4928 P. 76 D.B. 791 P. 272 PLAT D.B. 4928 P. 71 D.B. 477 P. 38 PLAT D.B. 4928 P. 47 D.B. 4479 P. 386 DRAINAGE EASEMENT D.B. 4928 P. 24 D.B. 3931 P. 428 DRAINAGE EASEMENT D.B. 4928 P. 1 D.B. 3617 P. 624 ALB. COUNTY SWM D.B. 4927 P. 736 D.B. 1817 P. 695 CENTRAL TELE, COMP. OF VA D.B. 4927 P. 721 D.B. 1646 P. 267 VEPCO D.B. 4927 P. 712 D.B. 1632 P. 132 COMM. OF VA D.B. 4927 P. 696 D.B. 1066 P. 196 COMM. OF VA D.B. 5051 P. 638 SWM D.B. 791 P. 270 UNRECORDED PLAT DATED 5/30/2003 D.B. 747 P. 532 CENTRAL TELE, COMP. OF VA LUM'S LAND SURVEYS, INC. 1. LOTS 1-5 CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 2. THESE PARCELS ARE ZONED: NEIGHBORHOOD MODEL DISTRICT AND ARE SUBJECT TO ZMA-201600015 INCLUDING PROFFERS. 3. THESE PARCELS ARE WITHIN THE ENTRANCE CORRIDOR (EC), STEEP SLOPES (MANAGED) AND AIRPORT IMPACT AREA (AIA) OVERLAY DISTRICTS. 4. THESE PARCELS ARE WITHIN THE SOUTH FORK RIVANNA WATER SUPPLY WATERSHED (ABOVE RESERVOIR) BUT NOT WITHIN AN AGRICULTURAL -FOREST DISTRICT. 5. THESE PARCELS ARE NOT WITHIN THE DAM BREAK INUNDATION ZONE, 6, UNDER CURRENT COUNTY POLICY, PUBLIC WATER AND/OR SEWER SERVICE WILL BE AVAILABLE TO THIS PROPERTY. 7, THE STREETS IN THIS SUBDIVISION MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEMS OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF ALBEMARLE. 8. ANY STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. 9. THE INTENT OF THE EASEMENTS SHOWN HEREON IS THAT THEY ARE TO BE CENTERED ON THE ASBUILT LOCATION OF THE SEWER LINE, WATERLINE AND ALL OF THEIR APPURTENANCES. 10. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. — 11, SOME EASEMENTS OTHER THAN THOSE SHOWN HEREON MAY EXIST. 12, IRONS TO BE SET AT ALL NEW PROPERTY CORNERS UPON COMPLETION OF CONSTRUCTION. 13. THIS PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X (UNSHADED) (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON MAPS BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. DATED: FEBRUARY 4, 2005 SETBACKS: SEE SHEET 6 FOR LOT/PARKING/BUIDLING REGULATIONS I HEREBY CERTIFY THAT THIS SUBDIVISION PLAT, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE AND BELIEF, IS CORRECT AND COMPLIES WITH THE MINIMUM PROCEDURES AND STANDARDS ESTABLISHED BY THE VIRGINIA STATE BOARD OF ARCHITECTS, PROFESSIONAL ENGINEERS, LAND SURVEYORS, CERTIFIED LANDSCAPE ARCHITECTS AND INTERIOR DESIGNERS I ALSO CERTIFY THAT THE BOUNDARY SHOWN HEREON S BASED ON A CURRENT FIELD SURVEY. SHEET 1 OF 6 TH P, 7 g �, CHRISTOPHER B. KEAN LIC. NO. 2378 IP.-I.- jQ d` LING LN SURVEYING f Innovation. Integrity. vision. 632 BERKMAR CIRCLE CHARLOTTESVILLE, VIRGINIA 22901 OFFICE: 434-974-1417 106013300-REV-SUB 19274.PRO 106-0133-00 PRIVATE DRAINAGE EASEMENT D,B, 3931 P. 428 D.B. 4479 P386 k '0 G V *\s 60 '50 s E TING EASEMENTS ff IN LGT 4A-ARE TO REMAIN SWM EASEMENT D,B, 4928 'P: 96, D,B. 4928 P. 61 PLAT N1870. — — — — — — — — — — — — 8 8 8 E E 5 51. 5 51. 5 51. 5 51 fl 54�43 - — — — — — — — ------ — — — — — 51. 0 ------------------------ PF EMERGENCY ACCESS EASEME -------- P L _A7 T E D_ B_ Y - D -. S. - -4-9-ZF - F. - -6 ACROSS LOTS 1, 5 & 6 L — ----- — — — — — — — — — — — HEREBY VACATED ACSA VARIABLE WIDTH WATER AND TMP 45L261 SANITARY EASEMENT MEDICA( FACILITIES OF D.B. 4928 P. 90 40' PRIVATE APPROX. LOCATION D.B.4928 P, 61 PLAT STREET EASEMENT/ 20' WATERLINE AMERICA �XXVI (76) D.B. 4928 P. 80/ LIMITED: PARTNERSHIP EASEMENT D.B. 3678 : P. 655 D.B. 4928 P. 61 PEN D,B, 976 D.B. lll� P. 499 PLAT P, 484, 488 PLAT D.B. 455 P: 285 PLAT 45-26A7 f THE BLAKE AT CHARLOTTESVILLE, LLC II I LOT 5 15`VEPCO EASEMENT \\\D.B. 4964 P. 452 Ilp, N1585.18 T �Z> _�9� E5756.85 5AW LA __LA_ 3EN_T_ D,B. 4928 P. 96 D.B. 4928 P. 61 PLAT 30' R/W TO CEMETERY ON LOT 4 V'0 A 0 0 I X� ------------- 0 NO K m > cr) cn 0) m > -4 TMP 45-26AI EJM GARDEN, LL, D.B. 2717 P. 746 D.B. 477 P. 38 1 H.W,P,B. XI P. 13- (0 111) �' co m TMP 45-26A3 I > LOT 1 � 00 c/) T 7' T 159' PRIVATE ACCESS EASEN- D.B. 4928 P. 61 LOTS 1, 5 & 6 3Y VACATED AA � OS�p 7 7A -uwz pTREET EASEMENi I F.B. 4928 P. 85 .B. 4928 P. 61 PLAT L _ E -IillCHQL -1" L-q EASEMENT p 4928 P. 96r-P D. 4928 P, 61 PLEA TMP 45-26A4' LOT 2 &PORkRY CONSTRuc4ION, _DtN­6 AND LANDSCA46 EASEM D3, 4927 P. 696 PLAT I — -- — -- 30' RIGHT OF WAY 0 0 o::E -4 P.B. D.B. 1914 P1463 0 i r,,CI41 r,,Q - A Awl a) -1,914 P. 6" -61912,"PLACA D.B. 109 163 > F 69 -PLAT "�e.B. 4,927,0. m 4 OD r- OD F -4 W, OD 4�- M a) 0 Ti -0 0 0 p ! oo N) r- (Dom coo > -4 co 0 > co tu Q K —7 > o) . 0 ca z > CD .0 z cp W Ate.00m— 0 0:0 0) i�po — K) ai C)OOD OD 0) 0 z m > i 0 z cl) cl) :0 -4 CO ACSA SEWER -> r - > z _0 N r- 1 00 -0 :V C 0) -n K cl) -0 -0 0 F r2 t EASEMENT r > D,B� Pt Pt > > 0 > > > 211 > Z r) w > Z -4 4927 696 D.B, 4927 P� 736 m -4 0 cq m m -4 -0-0 c") CID r_ r- 0 c c: > r- 0 00 c "BERKMAR CROSSING" > 0 F,\> 4 _n >> 09 =n' CONDOMINIUMS PRIVATE 5_ S� I --q SEWER BERKELEY COMMUNITY SUBDIVISION 4 z S. z (A EASEMENT 0 cl) 5D 0 —.-a..... I ------- — z D.B. 4928 P, I D.B. 4927 P, 696 PLAT SWM EASEMENT ----- ACSA WATER AND SEWER EASEMENT PUBLIC DRAINAGE EASEMENT VEPCO EASEMENT D,B. 1646 P, 267 COUNTY OF ALB. SWM EASEMENT D.B. 4927 P, 696 PLAT D.B. 4927 P. 712 APPROX. LOCATION 15' GASLINE EASEMENT D.B. 1380 P. 335 COUNTY OF ALB. DRAINAGE EASEMENT D.B, 4927 P. 696 PLAT O.B.is 4927 P. 712 3 R W 0� ACCESS EASEMENT D.B, 4927 P. 696 PLAT 4, D.B. 4928 P. 47 L PERMANENT DRAINAGE: EASEMENT D.B. 1413 P, 328 OVERALL WITH EXISTING EASEMENTS AND EASEMENTS BEING VACATED too, SWEET 2 OF 6 A, # LIN LN C SURVEYING Innovation. Integrity. Vision. 632 BERKMAR CIRCLE CHAPL 0 TTES VILLE, VIRGINIA 22901 OFFICE. 434-974-1417 013300-REV-SUB-19274.PRO 106-0133- m LINE BEARING DISTANCE AREA SHOWN AS L1 S64°53'22"E 233.38' OPEN SPACE ON LOT 4 L2 S46°49'37"W 117.86' D.B. 5051 NO LONGER P. 627 OPEN PLAT SPACE L3 N43°10'23"W 133.63' L4 N21°54'51"E 69.19' L5 N40°51'24"E 69.58' OPEN SPACE SHOWN AS HATCHED LINES 6P° L6 S51°14'29"E 85.10' Cep o p. PG L7 S46°51'00"W 245.29' 61 L8 N43110'23"W 148.92' s 6 L9 N46°49'37"E 237.38' L10 S46151'00"W 108.94' L11 S46°48'15"W 19.19' I11 L12 N43°10'23"W 151.39' I <a L25 � L26;(, L13 N46°49'37"E 121.13' ' � I L19 S38°21'05"E 75.06' L20 S46°49'37"W 439.51' L21 N51°11'26"W 211.55' L22 N42°43'09"W 207.41' L23 N20°30'48"E 65.26' L24 S69°29'12"E 10.17' L25 N46°49'37"E 79.38' L26 N46°49'37"E 26.39' L27 S43°10'23"E 21.96' L28 S43°09'27"E 37.3V L29 N46°49'37"E 8.17' L30 S43°10'23"E 22.50' L31 S64°54'39"E 17.16' L32 S51°14'29"E 32.35' L33 N43°10'23"W 7.00' L34 N46°49'37"E 43.63' L35 N43°10'23"W 19.11, L36 N74°45'11"W 40.90' L37 S20°30'48"W 84.99' L38 N59°18'20"W 8.00' L39 N30°41'40"E 31.43' L40 N59°18'20"W 6.41' L40A S74°45'11"E 65.53' L41 S43°10'23"E 19.11, L42 N46°49'37"E 27.50' L43 N20°30'48"E 207.52' L44 S74°44'52"E 181.07' L45 N07°39'06"E 45.92' L46 N18°54'43"E 35.00' L47 N21°54'51"E 21.03' L48 N15°15'28"E 40,00' L49 N15°15'28"E 7.50' L50 N46°49'37"E 7.00' N 40` PRIVATE c STREET EASEMENT J. D.B. 4928 P. 80 g< D.B. 4928 P. 61 PL A L2 TMP 45-26A7 THE BLAKE AT CHARLOTTESVILLE, LLC D.13-4939 P. 224 D.B. 4928 P. 61 PLAT LOT 5 4.685 Lo' L91 TMP 45-26A5 LOT 3 0.527 AC r ro J il PERMANENT SIDEWALK EASEMENT D.B.5051 P. 613, 625 PLAT LINE ARC CHORD BEARING RADIUS DELTA CHORD TANGENT Cl 40.75' S18°11'47"E 25.00' 93°23'10" 36.38' 26.52' C2 86,54' S37°39'43"W 270.50' 18°19'48" 86.17' 43.64' C3 67.33' S45°42'09"E 2648.37' 1°27'24" 67.33' 33,67' C4 84.47' N38°45'39"E 300.00' 16°07'57" 84,19' 42.52' C5 123.77' S85°07'03"E 84.50' 83055'14" 113.00' 75.98' C6 23.49' S86°45'57'E 14.50' 92°48'52" 21.00' 15.23' C7 7.85' N01°49'37"E 5.00, 90*00,001, 7.07' 5.00, C8 51.14' N54°26'31"W 130.00' 22°32'16" 50.81, 25.90' C9 25.14' S62°52'48"W 17.00' 84°44'02" 22.91' 15.51, C10 64.97' S54°07'18"E 170.00' 21°53'51" 64.58' 32.89' C11 7.85' S88°10'23"E 5.00, 90000,001, 7.07' 5.00, C8A 20.52' N70°13'55"W 130.00' 09*02*32" 20.49' 10.28" C10A 28.73' S69°54'42"E 170.00' 09°40'57" 28.69' 14.40' REVISED LOT 1 AND LOT 2 REVISED OPEN SPACE ON LOT 4 1" = 100' NEW PRIVATE SIGN EASEMENT (SHEET 3 OF 6 OPEN SPACE (PORTION OF LOT 4A) = 0.200 ACRES OPEN SPACE (PORTION OF LOT 5) = 0.321 ACRES OPEN SPACE (PORTION OF LOT 6) = 0.189 ACRES 1C.? OPEN SPACE (PORTION OF LOT 6A) = 0.076 ACRES J� \`I - TOTAL OPEN SPACE AREA = 0.786 ACRES SJP��o L5 Z TMP 45-26A3 �� ? y�'0 LOT 1 NEW TOTAL k -A -PO � - s 7� -7 1.2075 ACRES EXISTING 1.232 AC 10 1 0 59' PRIVATE o 8T -° STRE .T cASEiVEI" . D.B. 4928 P. 85 D.B. 4928 P. 61 PLAT ON v L2_ v NICH.OL5 Ca . COURT L88. 50 _- -L8,9 TMP 45-26A4 LOT 2 NEW TOTAL 1.0175 ACRES EXISTING 0.993 AC AREA CALCULATIONS: 1.232 AC -- EXISTING LOT 1 -0.0245 AC -- PARCEL "A" 1.2075 AC -- NEW REVISED LOT 1 0.993 AC -- EXISTING LOT 2 +0.0245 AC -- PARCEL "A" 1.0175 AC -- NEW REVISED LOT 2 E DETAIL A LINE BEARING DISTANCE L87 N43°10'23"W 29.50' L88 N46°49'37"E 117.86 L89 S51°14'29"E 29.80' L90 N43°10'23"W 29.50' L91 N43°10'23"W 29.50' L92 N74°45'11"W 65.54' L93 N43°10'23"W 2.50' L94 N20°30'48"E 168.1-2 L95 S69°29'12"E 93.31' L96 S46°49'37"W 187.56' L97 N27°00'34"E 40.03' L98 N27°00'34"E 17.70' L99 N46°49'37"E 28.12' L100 N43°10'23"W 93.51' DETAIL A 1" = 5 0' 9 TMP 45-26A3 Uri LOT 1 NEW TOTAL - ! w NEW PRIVATE L2 1.2075 ACRES C?..- - ,,-SIGN EASEMENT ------------- �0 438.27 SO FT PARCEL "A" S51°14'29"E 0.0245 ACRES \.38 - 14.55' C4 \ 40 - NICHOLS S51°14'29"E COURT l88 - - - �- - - - 13.96' ` LINE ABANDONED S30°41'40"W CD ! N S46°49'37"W 115.33' 29.39' �O _ _ ... ... ... ... ... L9 . ..... ... .._.. _........ - - TMP 45-26A4 LOT 2 r NEW TOTAL °' 1.0175 ACRES 106013300- REV-SUB_19274.PRO 106-0133-00 A I�'\ A TIE N31°27'35"W 25.68' '- S'22 S 23 N� ;c'5 9 '-0 NEW REVISED o ' s6 NEW REVISED ACSA WATER AND issoe SEWER EASEMENT 5NSWM EASEMENT\ Nla 11,584,34 SQ FT \' N LOT 4 �! �.: L96 8.69' 00 TIE IS TIES TO EXISTING SWM EASEMENT D.B. 4928 P. 96 D.B. 4928 P. 61 PLAT NEW REVISED SWM EASEMENT 1,061.13 SQ FT LOT 5 REVISED EASEMENTS COINCIDE WITH EASEMENTS ON LOT 5 LOT 5 R=74.00' A=16.13' T=8.10'--' C=16.10' CB=N67°03'03"W DELTA= 12°29'13" s 0 \ �C) op- <a \ N74'45'11"W 16.00' \n y S74 45'11"E \% o- 16.01' \ NEW REVISED 16' EMERGENCY ACCESS REVISED EASEMENTS 1" - 40' SHEET 4 OF 6 b I.99 L 1 1 LOT 6A t I TIE TO IRON SET AT COMPLETION OF CONSTRUCTION, 0 N2450 401 E5877.14 i 8.02' TIE N39°20'03''E 60.91' j .,- p0 P'1 6 y3 60 P' 2� 5-sb a®y1 3 GP'- O� ---NEW REVISED 16' EMERGENCY ACCESS S64'53'22"E 16.51' 3 L INC' SURVEYING s Innovation. Integrity. Vision. 632 BERKMAR CIRCLE CHARLOTTESVILLE, VIRGINIA 22901 OFFICE: 434-974-1417 106013300_REV-SUB 19274.PRO 106-0133-00 TITLE REFERENCES: TMP 45-26A7 LOT 5 THE BLAKE AT CHARLOTTESVILLE, LLC 8635 MCMILLIAN ROAD CITRONELLE, ALABAMA 36522-5033 D.B. 4939 P.. 224 D.B. 4928 P. 61 PLAT D.B. 4927 P. 721 STORMWAT:ER D.B. 4907 P. 494 STORMWATER " D.B. 4927 P. 170 CITY OF CHARLOTTESVILLE D.B. 4928 R. 96 COUNTY OF ALBEMARLE D.B. 4928 P. 90 ACSA D.B. 4928 P. 85 D.B. 4928 P. 80 D.B. 4928 ,P-, 76 D.B. 4928 P. 71 D.B. 4928 P. 47 D.B. 4928 P. 24 D.B. 4928 P. 1 D.B. 4927 P. 736 D.B. 4927 P, 712 D.B. 4927 P. 696 D.B. 4479 P. 386 DRAINAGE EASEMENT D.B. 3931 P. ' 428 DRAINAGE EASEMENT D.B. 3617 P, 624 ALB. COUNTY` SWM D.B. 1817 P. 695 CENTRAL TELE. COMP. OF VA D.B. 1646 P.;267 VEPCO D.B. 1632 P. 132 COMM. OF VA D.B. 1066 P. 196 COMM. OF VA D.B. 791 P. 270 D.B. 747 P, 532 CENTRAL TELE, COMP. OF VA' D.B. 413 P. 277 VEPCO D.B. 331 P. 478 D.B. 331 P. 410 VEPCO D.B. 278 P. 542 VA TEL. AND TELE, D.B. 273 P. 215 VEPCO D.B. 221 P. 214 VA PUBLIC SERVICE COMPANY D.B. 210 P. 594 VA PUBLIC SERVICE COMPANY D.B. 109 P: 163 D.B. 5051 P. 638 SWM UNRECORDED PLAT DATED'5/30/2003 LUM'S LAND SURVEYS, INC. LINE S1 S2 S3 S4 S5 S6 S7 S8 S9 S10 S11 S12 S13 S14 S15 S16 S17 S18 S19 S20 S21 S22 S23 S24 S25 S26 S27 S28 S29 S30 S31 S32 S33 S34 S35 S36 S37 S38 S39 ACSA VARIABLE WIDTH WATER SWM EASEMENT AND SEWER EASAEMENT BEARING S69°29'12"E N20°30'48"E N69°29'12"W N20°30'48"E N69°29'12"W N20°30'48"E S69°29'14"E N24'04'29"E S69'29'12"E S20630'48"W S69°.29'12"E N46°49'37"E N69°2'9'12"W N20°30'48"E S69429'12"E N20°30'48"E N74°45'11"W S20°30'49"W N69°29'14"W N20°30'46"E N44°30'36"W N69.°29'12"W N45052'31"E S74°4$'09"E S20030'48"W S74°45'11"E N74°45'11"W S15°14'49"W N74°45'11"W N15014'49"E S69°29'12"E S20°30'48"W N69°29'12"W S20030'48"W S46649'37"W S20`30'48"W S69°29'12"E S69°29'12"E S46649'37"W DISTANCE 16.02' 6.79' 4.23' 13.00' 2.00' 20.00' 21.23' 1.01, 13.94' 1.00, 18.68' 17,13' 12.97' 66.00' 13.00' 25.65' 40.67' 3.30' 14.00' 7.34' 2.32' 2.00' 15.80' 19.14' 6.07' 130.76' 13.40' 11.00' 18.00' 10.70' 11.00, 60,00' 11.00, 4.05' 15.39' 14.11' 6.36' 4.46' 3.11, SWIM EASEMENT CURVE TABLE DATA LINE BEARING DISTANCE LINE ARC CHORD BEARING RADIUS DELTA CHORD TANGENT Al N74°45'11"W 29.30' C50 4.7V N24°29'12"W 3.00' 90*00,001, 4.24' 3.00' A2 S15°14'49"W 11.46' C51 7.81' N65°20'28"E 5.00' 89°35'27" 7.04' 4.96' A3 N74°45'11"W 20.00' C52 7.85' S24'29'12"E 5.00' 90*00,001, 7.07' 5.00, A4 N15°14'49"E 11.46' C53 33.35' N78°40'12"E 30.00' 63°41'11" 31.66' 18.63' A5 N74°45'11"W 11.66' C54 6.09' N11°19'48"W 3.00' 116°18'49" 5.10' 4.83' A6 S20°30'48"W 97.45' C55 7.85' N65°30'48"E 5.00' 90*00,001, 7.07' 5.00' A7 S69°29'12"E 13.22' C56 16.63' N27°07'12"W 10.00, 95°15'58" 14.78' 10.96' A8 S46°49'37"W 22.31' C57 14.79' S62°52'49"W 10.00, 84°44'01" 13.48' 9.12' A9 N69'29'12"W 23.33' C58 17.02' N11°59'55"W 15.00' 65°01'22" 16.12' 9,56' A10 N20°30'48"E 6.25' C59 8.31' S27°07'12"E 5.00' 95°15'58" 7.39' 5.48' All N20°30'48"E 20.00' 060 7.85' S60°14'49"W 5.00, 90*00,001, 7.07' 5.00' Al2 S69°29'12"E 10.80' C61 8,85' N35°27'42"W 5.00, 101°25'03" 7.74' 6.11' A13 N20°30'48"E 98.48' C62 25.59' S57°10'17"W 20.00' 73°18'59" 23.88' 14.88' A14 N69°29'12"W 10.00, C63 7.56' S26°14'28"E 5.02' 86°13'44" 6.87' 4.70' A15 N20°30'48"E 32.64' C64 7.85' S65°30'48"W 5.00' 90*00,001, 7.07' 5.00' A16 S74°44'52"E 20.08' C65 22.96' S33°40'12"W 50.00' 26°18'49" 22.76' 11.69' A17 S20°30'48"W 12.56' C66 29,27' S63°35'52"W 50.00, 33°32'29" 28.85' 15.07' A18 S74°45'11"E 68.25' C67 10.45' S50°27'29"W 10.00, 59°53'22" 9.98' 5.76' A19 N69'29'12"W 10.80' EASEMENT HOLDERS FROM BERKMAR CROSSING LOT B6 TMP 61M-12-1136: C&L PARTNERS C/O THOMAS B. LINCOLN, MANAGING PARTNER 632 BERKMAR CIRCLE CHARLOTTESVILLE, VA 22901 BLOCK A-1 TMP 61M-12-1A1 THRU 1A6: BERKMAR CROSSING BUILDING "A-1" CONDOMINIUM ASSOCIATION C/O JANE RAY 690 BERKMAR CIRCLE CHARLOTTESVILLE, VA 22901 TABLES AND NOTES SHEET 5 OF 6 BLOCK A-2 TMP 61M-14-1A THRU 1D TMP 61M-14-2A THRU 2E TMP 61M-14-3A THRU 3D: BERKMAR CROSSING BUILDING "C" CONDOMINIUM ASSOCIATION C/O JANE RAY 690 BERKMAR CIRCLE CHARLOTTESVILLE, VA 22901 BLOCK F-1 TMP 61M-13-1Fl THRU 1F5: BERKMAR CROSSING BUILDING "F-l" CONDOMINIUM ASSOCIATION C/O LAWRENCE L. CRITZER 661 BERKMAR COURT CHARLOTTESVILLE, VA 22901 LINC 9 - \LN SURVEYING a Innovation. Integnty. Vision. 632 BERKMAR CIRCLE CHARLOTTESVILLE, VIRGINIA 22901 OFFICE: 434-974-1417 106013300JREV-SUB 19274.PRO 106-0133-00 DEED BOOK 4928 P. 61 PLAT LAND AREA OPEN SPACE SWM EASEMENT ACSA EASEMENT (ACRES) (ACRES) (SQ FT) (SQ FT) LOT 1 1.232 - 15,018.34 4,486.88 LOT 2 1.017 - 15,289.45 8,236.67 LOT 3 0.503 5,150.79 1,816.97 LOT 4 0.774 0.592 22,665.81 13,884.32 LOT 4A - - - - LOT 5 4.685 0`.321 56,473.52 22,876.63 LOT 6 - - - - LOT 6A DEED BOOK 5051 P, 627 PLAT LAND AREA OPEN SPACE SWM EASEMENT ACSA EASEMENT (ACRES) (ACRES) (SQ, FT) (SQ FT) LOT 1 1.232 - 15,018.34 4,486.88 LOT 2 0.993 - 15,289.45 8,236.67 LOT 3 0.527 - 7,917.59 1,816.97 LOT 4 0.661 0.127 9,831.10 6,940.12 LOT 4A 0.2 0.2 8,698.09 - LOT 5 4.685 0.321 56,473.52 22,876.63 LOT 6 0.272 0.189 2,163.76 2,697.72 LOT 6A 0.234 0..076 1,971.88 4,246.48 CURRENT PLAT LAND AREA OPEN SPACE SWM EASEMENT ACSA EASEMENT (ACRES) (ACRES) (SQ FT) (SQ FT) LOT 1 1.2075 - 15,018.34 4,486.88 LOT 2 1.0175 15,289.45 8,236.67 LOT 3 0.527 7,917.59 1,816.97 LOT 0.661 - 11,584.34 5,561.40 LOT 4A 0.2 0.2 8,698.09 - LOT S 4.685 0.321 57,534.65 220876.63 LOT 6 0.272 0.189 2,163.76 2,697..72 LOT 6A 0.234 0.076 1,971.88 4,246.48 LOT / PARKING / BUILDING REGULATIONS LOT FRONT FRONT SIDE SIDE REAR REAR MAX' BLOCK WIDTH BUILDING PARKING BUILDING PARKING BUILDING PARKING MINT MAX BUILDING` SETBACK SETBACK SETBACK SETBACK SETBACK SETBACK SETBACK STORIES (min.) (min.) (min.) (min.) (min.) (mina (min.) 1 j 125` 30' 15' 0' of 4 30' 0' 1 /3 65` II 125` 30' 15' 0' 0' 4 30` 1Y 1 /3 65' 111 129 76 1 U 4 5' 0' 0' 6 113 65' IV 16` 20' 0'1 6' 611 10` 5111 1 /3 1 65' V 50' 70' 0' 110, 10.12 1 0' 5' 1 /3 165' RESTRICTIONS / REQUIREMENTS f NOTES ASSOCIATED WITH THE STANDARDS ABOVE: 1 Regulations established above are based upon an Assisted Living Facility development in general accord with ZMA-201600015 "Scenario A" Concept. 2 Refer to the Code of Development in ZMA-201600015 for detail on the Permitted Uses. 3. Buildings will have a Q' setback along interior streets, roads... access easements or lot lines. 4 A 4 setback shall be enforced from any Interior access easement. 5. Attached units with common walls will have a 0' Side Building Setback. Side Building Setbacks apply to exterior end units. 6 Curb and gutter may fall into all parking setbacks 7 All roads are private with public access easements as shown over them. 8_ Architectural features and overhangs may encroach into Building Setbacks up to four feet (4 ) 9. Parking setbacks shown are only for parking lots with five () or rnore spaces. 10 Subterranean parking shall not be considered a building story. 11, The turnaround` areas, curb and gutter of parking lots in Block IV may encroach into Parking Setbacks but may not be closer than two feet from any exterior parcel boundary. 12. The Side Parking Setback to interior lot lines in Block V is zero feet (0'). DETAIL B 1"=20' Pi or TS12- S �G' L., U �66 5 i % U N LOT 4 S35 LOT 5 A TABLES AND NOTES SHEET 6 OF 6 LINK" LN SURVEYING P Innovation. Integrity. Vision, 632 BERKMAR CIRCLE CHARLOTTESVILLE, VIRGINIA 22901 OFFICE: 434-974-1417 106013300JREV-SUB_19274.PRO 106-0133-00