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SUB202200126 Plat Final Plat 2023-09-07
T N U 0 a a 00 N N N co N N 0 a) a0 SURVEY NOTES: 1. PROPERTY & ZONING INFORMATION., OWNER: VICTORIAN HEIGHTS LLC REFERENCE: DB. 5655, PG. 371 TAX MAP PARCEL: 45-68C2 PROPERTYADDRESS: NOT LISTED (WEST LINE OF BERKMAR DR.) AREA: 2.710 ACRES (SURVEYED) ORIGINAL ZONED: R-15 PROPOSED USE. SINGLE FAMIL YATTACHED AND MUL TI-FAMIL Y RESIDENTIAL UNITS OWNER: VICTORIAN HEIGHTS LLC REFERENCE., DB. 5655, PG. 357 TAX MAP PARCEL: 45-68E PROPERTYADDRESS: NOT LISTED (WEST LINE OF BERKMAR DR.) AREA: 2.111 ACRES (SURVEYED) ORIGINAL ZONED: R-15 PROPOSED USE: SINGLE FAMIL YATTACHED AND MUL TI-FAMIL Y RESIDENTIAL UNITS THIS SUBDIVISION /S A CLUSTER DEVELOPMENT WITH BONUS DENSITY FOR AFFORDABLE HOUSING. PROPOSED DENSITY IS 17.9 DWELLING UNITS PER ACRE. ALSO SEE'DENSITY, UNITS, & OPEN SPACE' THIS SHEET. ALSO, THE COUNTY PLANNING COMMISSION, ON APR/L 25, 2023, DETERMINED THAT THIS DEVELOPMENT WOULD REDUCE OR BE EQUIVALENT TO HAZARD AND / OR NOISE IMPACTS ANTICIPATED UNDER STANDARD LEVEL -CONVENTIONAL DEVELOPMENT OF THE UNDERLYING ZONING DISTRICT. 2. BOUNDARY INFORMATION SHOWN HEREON IS BASED ON a) LAND RECORDS OBTAINED (& REFERENCED) FROM THE CLERK'S OFFICE OFALBEMARLE COUNTY, VA; b) FIELD RUN (BOUNDARY) SURVEY BY THIS FIRM. 3. DIMENSIONAL ZONING REGULATIONS (PER ALBEMARLE CODE) SETBACKS: FRONT YARD - 5 FEET MIN. (18 FEET MIN. FROM RIW OR EDGE OF SIDEWALK TO GARAGE) AND 25 FEET MAX. SIDE YARD - NONE - 10 FEET MIN. BUILDING SEPARATION REAR YARD - 20 FEET MIN. THE SPECIAL EXCEPTION APPLICATION SE2022-00043 WAS APPROVED BY THE BOARD OF SUPERVISORS ON MARCH 15, 2023, MODIFYING THE SETBACK REQUIREMENTS. ALSO NOTE. COVERED PORCHES, BALCONIES, CHIMNEYS, EAVES, AND SIMILAR ARCHITECTURAL FEATURES MAY PROJECT NOT MORE THAN FOUR FEET INTO ANYREQUIRED YARD PROVIDED THAT NO SUCH FEATURE SHALL BE LOCATED CLOSER THAN SIX FEET FROM ANY LOT LINE. 4. THIS PLAT WAS PREPARED WITH THE BENEFIT OFA TITLE REPORT, RELATIVE TO EACH PARCEL HEREON, AND NOTED AS FOLLOWS: - COMMITMENT NO. SHOC-012-1 FROM CHICAGO TITLE INSURANCE COMPANY, DATED OCTOBER 20, 2021. 5. THE LANDS SURVEYED ARE THE SAME AS DESCRIBED IN THE ABOVE -REFERENCED TITLE REPORT. 6. BASIS OF HORIZONTAL DATUM IS NAD83 (NA 2011), VIRGINIA STATE GRID, SOUTH ZONE. 7. BASED ON FEMA FLOOD INSURANCE RATE MAP (FIRM), MAP NO. 51003CO280D, (PANEL 280 OF 575) EFFECTIVE FEBRUARY4, 2005, THE SUBJECT PROPERTY LIES IN SHADED ZONE X, AREAS OF 0.2 % ANNUAL CHANCE FLOOD OR AREAS OF 1 % ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGEAREAS LESS THAN 1 SQ. MILE. 8. THE PROPERTY SHOWN HEREON IS LOCATED WITHIN THE SOUTH FORK RI VANNA RIVER WATERSHED. 9. THE PROPERTY SHOWN HEREON IS LOCATED WITHIN A WATER SUPPL Y PROTECTION AREA. 10. THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. 11. THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHIN AN ENTRANCE CORRIDOR 0VERLAYAREA. 12. THE PROPERTY SHOWN HEREON IS LOCATED WITHIN AN AIRPORT IMPACT AREA / OVERLAY DISTRICT. 13. MANAGED STEEP SLOPES EXIST ON THE SUBJECT PROPERTYAS SHOWN HEREON (SHEET 2). 14. THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHINA DAM BREAK INUNDATION ZONE. 15. NO STREAM BUFFERS ARE LOCATED WITHIN THE LIMITS OF THE SUBJECT PROPERTYAND PROJECT. 16. RECORDATION OF THE FINAL PLAT SHALL OPERATE TO TRANSFER, IN FEE SIMPLE, TO THE COUNTY OFALBEMARLE FOR PUBLIC RIGHT OF WAY THE PORTION OF THE PREMISES SHOWN HEREON AS A PRESCRIPTIVE EASEMENT AND THOSE ADDITIONAL AREAS DESCRIBED HEREIN. 17. UNLESS SPECIFICALLY DENOTED AS PUBLIC, THE STREETS AND OTHER REQUIRED IMPROVEMENTS IN THIS SUBDI VISION A RE PRIVATE IN NATURE AND WILL NOT BE MAINTAINED BY EITHER THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR ANY OTHER PUBLIC AGENCY. THE MAINTENANCE THEREOF IS THE MUTUAL OBLIGATION OF THE AFFECTED LOT OWNERS. FAILURE TO MAINTAIN THE IMPROVEMENTS IN SUBSTANTIALLY THE SAME CONDITIONAS ORIGINALL YAPPRO VED BY THE COUNTY MAY CONSTITUTE A VIOLATION OF COUNTY ORDINANCE(S). 18. THE STREETS IN THIS SUBDIVISION MAYNOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OFALBEMARLE. 19. VOOT WILL ONLY MAINTAIN WITHIN THE DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. 20. ALL PROPOSED LANDSCAPING OUTSIDE OF THE PUBLIC RIGHT OF WAY, IF ANY, SHALL BE OWNED /MAINTAINED BY THE HOA. 21. OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOA. ALL OPEN SPACE SHALL BE RESERVED BY DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION AND DEDICATED TO THE HOA. 22. LOTS 1-35 EACH CONTAINA BUILDING SITE THAT COMPIES WITH SECTION 4.2.1 OF THEALBEMARLE COUNTYZONING ORDINANCE. 23. THIS SUBDIVISION WILL BE SERVED BYPUBLIC WATER SUPPLYAND PUBLIC SEWAGE SYSTEM. 24. ACSA WATER AND SEWER EASEMENTS ARE TO BE CENTERED ON AS -BOIL T LOCATIONS. 25. COMBINED WATER AND SANITARY SEWER EASEMENTS, ARE CENTERED ON THE AS -BUILT LOCATION OF THE WATER AND SANITARY SEWER LINES (THE "EASEMENT AREAS'); PROVIDED HOWEVER, THAT THE WIDTH OF THE EASEMENT AREAS SHALL BEAND HEREBYARE EXPANDED TO THE EXTENT NECESSARY TO ENSURE THAT THE OUTSIDE BOUNDARY LINES OF EACH EASEMENT AREA EXTEND AT LEAST 10' FROM THE CENTER OF THE AS -BUILT LOCATION OF THE WATERLINE AND 10' FROM THE CENTER OF THE AS -BUILT LOCATION OF THE SANITARY SEWER LINE, WHICHEVER IS GREATER DENSITY, UNITS, & OPEN SPACE, (34) TOWNHOUSE UNITS ARE PROPOSED, OF WHICH (8) SHALL BE AFFORDABLE DWELLING UNITS; (54) MUL TI-FAMIL Y UNITS (ONE & TWO BEDROOM) ARE PROPOSED FOR LANDS SHOWN HEREON AS LOT 35. TOTAL UNITS = 88 TOTAL LOTS = 35 ALLOWABLE BY -RIGHT DENSITY.' 15 DU/ACRE + MAX 30 % BONUS DENSITY INCREASE FOR AFFORDABLE HOUSING; ALLOWABLE DENSITY: 4.921 AC OF SITEx 15 DU/ACRE = 73 UNITS 73 UNITS x 20 % BONUS DENSITY INCREASE FOR AFFORDABLE HOUSING UNITS 73 UNITS + 15 UNITS (8 BEING ADU) = 88 TOTAL UNITS TOTAL ALLOWABLE DENSITY = 88 (17.9 UNITS /ACRE) TOTAL PROPOSED DENSITY= 88 UNITS (17.9/ACRE) TOTAL OPEN SPACE REQUIRED = 1.230 ACRES (4.921 ACRES x 25% = 1.23 ACRES) TOTAL OPEN SPACE PROPOSED = 1.266 ACRES AREA TABULATION: ORIGINAL TMP 45-68C2 2.710 AC. ORIGINAL TMP 45-68E + 2.211 AC. TOTAL ORIGINAL AREA = 4.921 AC. AREA TO LOTS 1-35 - 3.248 AC. AREA TO OPEN SPACE PARCEL'A' - 1.113 AC. AREA TO OPEN SPACE PARCEL 'B' - 0.111 AC. AREA TO OPEN SPACE PARCEL'C' - 0.042 AC. AREA TO RIGHT-OF-WAY (R/W) 'X' - 0.323 AC. AREA TO RIGHT-OF-WAY (R/W) 'Y' - 0.084 AC. REMAINDER = 0.000 AC. OWNER(S) ADDRESS: VICTORIAN HEIGHTS, LLC 455 SECOND STREET, SUITE201 CHARLOTTESVILLE, VA 22902 COUNTY OF ALBEMARLE BOARD OF SUPERVISORS rr 1, 111,4614) DES NOTED AGENT ql�-l3 rff.Arra SURVEYOR'S CERTIFICATE. I CERTIFY THAT THIS PLAT OF SUBDIVISION, TO THE BEST OF MY PROFESSIONAL KNOWLEDGEAND BELIEF, IS CORRECT AND ALL THE REQUIREMENTS SET FORTH REGARDING THE PLATTING OF LAND IN ALBEMARLE COUNTY, VIRGINIA HAVE BEEN COMPLIED WITH. 631 to VICINITY MAP \ l(/ POLO tM 0 UNC9 OQ RD. 0 _ E = "yrs (� �titi N 3 SITE ¢ W > Q11� l L C n n. 0 o 6v p� f- o j > Lh U Q CO* CARRSBROOO ta-. o " i DR Z0, V1 N N iC �0009 CARRSBROOK o w AGNOR �0 co N m 0 N HURT O�Ln- E.S. �p F WOODBROOK _ 40 E.S. C v Qa Ui U o cu OWNER'S APPROVAL: THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, PLAT OF SUBDIVISION, VICTORIAN HEIGHTS, BEING TAX MAP PARCELS 45-68C2 & 45-68E IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS, AND TRUSTEES. IFANY. .. FOi BY: 1" = 2,000' STATE OF. 1/ 1 +fG44L ( COUNTY OR CITY OF. THE AS A _ K'NOW EDGED BEFORE M2 0 Ft 1 � R.,A THIS DAY O `,��.�AJG4' BY.*NOTARY PUBLIC n REG. It7807103 ' NOTARYPUBLIC : MY C0mMFSSION y EXPIRES '• 10r31/2023 .' '. : MY COMMISSION EXPIRES71R- 2©2? �',�i �L •� ........� ALTH SHEET INDEX: SHEET 1: COVER, NOTES SHEET 2 : EXISTING BOUNDARY & EASEMENTS, ;q BOUNDARY LINE ADJUSTMENT (CONSOLIDATION) SHEET'3 : SUBDIVISION OF LOTS (WEST) SHEET 4 : PROPOSED EASEMENTS (PRIVATE ACCESS, PRIVATE DRAINAGE, & PUBLIC SWM) SHEET 5: PROPOSED EASEMENTS (ACSA, RWSA, WALL) SHEET 6 : SUBDIVISION OF LOTS (EAST) SHEET 7 : PROPOSED EASEMENTS (PRIVATE ACCESS, PRIVATE DRAINAGE, & PUBLIC SWM) SHEET 8 : PROPOSED EASEMENTS (ACSA, RWSA, WALL) SHEET 9 : LINE & CURVE TABLES �.�p>I,TH OF �JOSEPH 0 MEDLEY Lie. No.3385 ; 101-21-23 1<4zo SURv��o� PLAT OF SUBDIVISION VICTORIAN HEIGHTS BEING TAX MAP PARCELS 45-68C2 & 45-68E IN THE RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA RIO Albemarle County, VA DATE: July 13, 2022 SCALE: AS SHOWN SHEET 1 OF 9 J.N.: 49475 DRAWN BY: JCM CHECK BY: JCM Last Revised: July 27, 2023 c v E CL 0 w > v 0 v to Lo 00 0°d U) U) W W I W W / TMP 45-72 RIVANNA WATER & SEWER AUTHORITY = Z TMP45-73 DB. 768, PG. 277 U) U)/ ZELDA MAE OR WILLIE LEE HINES ---_ _ DB. 1056, PG. 607 — --._. EX. WATERLINE EASEMENT FOR RIVANNA WATER AND SEWERAUTHORITY DB. 5655, PG. 361 IRON (S) — TO REMAIN) AT 310.91' — z / N49°48'34"E 359.49' F(=— — IRON (F) S 48 °03 42" W 3.20' I F_ — IRON (S) IRON (F) h LOT LOT LOT 3 LOT LOT 4 5 LOT LOT 6 7 LOT I LOT 8 9 XC3 IRON (S) IRON (F) I If l TMP 45-71 RIVANNA WATER & SEWER AUTHORITY DB. 768, PG. 277 TMP 45-69B I HUNTER W. WOOD REVOCABLE TRUST DB. 5302, PG. 48 N47°21'12"E — — 43.92' STATE RTE. 659 - WOODBURN ROAD S32°27'30"E 40' PUBLIC R/W �f�N AT20.31' 25.22%V47°06'05"E DB. 534, PG. 154 N40°43'28"E 217.85' IRON (s) 55.51' N41 °17'05"E IRO�Ir( 88.86' IRON (s) EX. 5t WAT�RLINE LOT 10 LOT11 ILOTILOT LOT 12 13 14 JLOTILOT LOT 15 16 17 LOT 18 / LOT27 LOT LOT LOT LOT LOT LOT LOT LOT EX. WATERLI 19 20 21 22 23 24 25 26 FOR RIVANN, SEWER AUTf E .20'WV TERLIN E DB. 5655, PG. PIPE (F) + 4. 00' DB.' 30, G. 4 6 LOT LOT34 LOT LOT 33 LOT28 LOT LOT 31 32 E EASEMENT 29 30 WATER & (S) SEME T FOR (CITY (TO REMAIN) m < o TMP 45-68CZ F CHAR OTTE° VILL / m VICTOR/AN HEIGHTS L L C / DB. 388, PG. 66 /� 4 (TO REMAIN) TMP 45-68E o z v O — D VICTORIAN HEIGHTS, LLC z DB. 5655, PG. 37� EX. 5'EXPANSION / /� P/L HEREBY DB. 5655, PG. 357 O o DB. 5292, PG. 237 EASEMENT FOR 30" o VACATED LOT35 LOT 35 DB. 5245, PG. 200 DB. 1775, PG. 432 WATER MAIN FOR M DB. 1439, PG. 196 RIVANNA WATER & / / /c� EX. 5' EXPANSION DB. 1779, PG. 398 SEWERAUTHORITY cV EASEMENT FOR 24" DB. 1446, PG. 125 EX. VAR. WIDTH PUBLIC 2.710 AC. DB. 5655, PG. 361 / RIVWATER MAIN.FOR:NEX. MANAGED 2.211 AC. DRAINAGE EASEMENT ZONED: R- 95 (TO REMAIN) ANA :WATER:& STEEP SLOPES DB. 1446, PG. 125 /SVVER A[JTHOfZIT.I' (TYP.) ZONED: R 15 HEREBY VACATED l / : DB: 565ar: I I (TO REMAIN); : P) VARIABLE WIDTH WATERLINE OPEN SPACEP.AF{CEL'A: EX. VAR. WIDTHPUBLIC EASEMENT FOR RIVANNA / : " WATER &SEWER AUTHORITY "": "�: DRAINAGE EASEMENT : � �: "� � " � � " " IRONS " P E () S32 2104 W OPEN SAC PARCEL A DB,"1446, PG. �25 DB. 1446, PG. 125 / .. ".: " �.��.".��: � ": ": ":..�.",��.�".".�".�� :•". � .��.��.": ": ":.�.�.'.."��".�.. �� ".".. �"..": ��:.� "" �" � ".�... " .. 42.91 TO REMAIN. • / HEREBYMAG`ATEQ.: EX. MANAGED STEEP ( )...... :: L :: "=. EX. MANAGED SLOPES (TYP.) / ." I " I. " \. STEEP SLOPES XC 1 (TYP.) " XC2 IRONEX. VARIABLE WIDTH WATERLINE S42 ° 12'57"W 200. 00' IRON(S) (S) EASEMENT FOR RIVANNA WATER & STATE RTE. 1403 ~ BERKMAR DRIVE SEWERAUTHORITY 50' PUBLIC RIW — DB. 1446, PG. 125 — -- DB(TO REMAIN). 1446, PG. 125 — —�— — DB. 1439, PG. 196 IRON (F) TMP 45-68 SANDRA P. AMATO, CHRISTOPHER B. GLEASON L0 00 & HUNTER W. WOOD, TRUSTEES DB 5376 PG 608 TMP 45-68C 00 W F) CHARLOTTESVILLE REALTY CORP DB. 1439, PG. 196 d: � //M�/� U) /t0 U) 1— 1° I,LI W 111 W CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD XCI 276a66' 435.08' 217.99' 9°0148" S36°5158"W 434.63' XC2 2760.66' 40.23' 20.1 V 0°50'06" S41 °4754"W 40.23' XC3 5755.50' 141.11' 70.56' 1 24'17" S41 °3049"W 141.10' Z THIS SHEET PARENT PARCEL BOUNDARY OVERVIEW WITH VACATED PARCEL BOUNDARY LINE & EXISTING EASEMENTS (TO REMAIN / TO BE VACATED) SCALE 1 "=50' 0 50' 100' 9) PLAT OF SUBDIVISION VICTORIAN HEIGHTS BEING 1 TAX MAP PARCELS 45-68C2 & 45-68E o � IN THE o RIO MAGISTERIAL DISTRICT JOSEPH Z MEDLEJ ALBEMARLE COUNTY, VIRGINIA Lic. No.3385 01-21-23 RIO Albemarle County, VA DATE: July 13, 2022 SCALE: 1" = 50' SHEET 2 OF 9 J.N.: 49475 Sul:?,v DRAWN BY: JCM CHECK BY: JCM Last Revised: July 27, 2023 E cn O O0 � E _ o L "' d E U i=-• rev 3 N a > 3 ~ � W LU Q LL 00 - ¢ LL C ^O d 0 GO L C j 5 Lh U � (n -i6 L o [a EL c oo N O N L — a� 0 x GC 0 0 0 w w_ U z 0 D 0 0 TMP 45-73 -�_ ZELDA MA OR WILLIE LEE HINES DB. 1056, PG. 607 — TMP 45-72 RIVANNA WATER & SEWER AUTHORITY -- DB. 768, PG. 277 PARCEL X' 14 085 SF (p 323 AC HEREBY DEDICA TED TO — — COUNTY OF �— FOR PUBL/C RIGHTEpF y q Y STATE — j — — _ _RTE. 659 — WOODBURN �— — _ ROAD — -- --_ _ N49°4834'E 359.49' N: 3922592.19 E.• 11491255.76 M OPEN SPACE PARCEL C 1, 825 SF (0.042 AC.) N: 392236A78 E 11491431.38 N47°21'12"E 5' MIN. FRONT .•16 .�_ �— � 43.9_2' (ORIGIN ?484, 200000•1602' SBK. (TYP.) AL PRESCRIP20.00'2000N4903449'E 352,22, S'M/N. FRONT ESMT TIVE20.00' 20.o0' 31.00' 31.00' 20.00' SBK. (TYP.) /EJ 16.00' 16.00, 16.00' 25' _ 16.00, 1s CO U) U Q PARCEL X' 14, 085 HEREBY DED/CATDI S32027'30"E OFALBEMARLEF 25.22' RIGHT OF I N47006'05"E r 55.51 ' p I o0 20.00, o W cti 3X FRONT SBK. (Typ J I 13.35' + C7 ai I 4 ^ — - W o C15 + + C28 + + C33 C34 C35 I a W N I 25'MAX FRONT W + + + Ita a W obi m m ro SBK. (TYP.J ? + + + + 25'MAX LOT 1 LOTZ �3 v a a W Q I W °j o ^ `n + + co K o M + + + I FRONT SBK. ao i� 2,647 SF 1,849 SF LOT 3 o o rr a �` a Z6 4+ W W ad n M rn h `n + + + (TYP.)- 1,378 SF LOT 4 LOT 5 y o hl ca h + + N 1,417 SF 1,763 SF LOT 6 LOT 7 o o I �" o n W W LOT 18 OPENISPACHPARFEt B- N �- 1,771 SF 1,805 SF LOT 8 LOT 9 o v a "� W W 2� \ w / w c 1, 857 SF Z, 983 SF I y I y ^ a 2,493 SF + 4, 837 Sid + a ; ' a a o �� ,a oa I + +0.114/AC. + LOT 10 LOT 11 S 40 20" REAR SBK `� 3,061 SF 1,974 SF LOT 12vmj + + + + <n ? m C25 C24 12.72' C23 1,572 SF p Q6 C22 5.21' LOT 13 LOT 14 \ o + + I LOT 19 LOT20 LOT21 A �q0�� G C� (1-4) S49°12,17'W C C27 `,__ 1,566 SF 1,560 SF 4 SF 7,548 SF 7,925 SF h I `� + + + + j + 2,357 SF 1,731 SF 1,374 Sf 13 ?020' --�� — O 351; 156g, 20'REAR— M ^ 35.. C?O SBK. C18 C6 + + 4110, C19 20' REAK. 20' -� 16 19,23, .00' ZO' EAR SBK. S42°45'32"W 64.62' R SB / REAR SBK, ` C12 0 16.00' 16.00, 16.00, 16.00' 3.50' 27.00' 20.04' 15.99' C17 C16 IV S48 1342"VV 102.74' cil __ ERSEUS LANE LLJ s ��°a8'15'E 28' & VAR. WIDTH PRIVATE + j ACCESS EASEMENT 20' REAR SBK. L 1 — W ('PERSEUS LANE) + C5 20' REAR SBK. + � m SEE SHEET 4 & 9 FOR COURSES + + IQm + a °W LOT35 I o + + Im° 75,543SF + 1.734 AC. mI + +W _+ I + + + + + + LU 5' FRONT SBK. + U + + + + + + N42048'15"E + + — + + / + + + + + + N47°5044"E 302.38' / 19.51' + + + + + + + + + + + + + + + + + + + + + f + + + + + + + + + + 4- + + + + N4204 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + cc + + + + + + + + + + + + + P.dRCEL A + + + + + + + + + + + + + + + + + + + + + + + + + + + Z� + + + + + + + U) + a / 4- + + + + / OPEN SP�C�E + v + + + + + + + 48 48,9 SF + N5?°29'25"ICl/ + + + + + + + + + 1. �3 - C.+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 11.58' + / + + + + + + + + + ' + + + + + + + + + + + + + + + + + + d + + + + + + + + + + + + +C2 4- + + + + + + + + + C45 + 18.48' _ + + + J + + + + + + + + + + + + + + + + + + + + + + / + + + + 4- + + + + + + ' S45°51'48"W 277.31' + + + + + + + + + + + + + + +20.74' S414153W C41 +'"+ + + + + + + + + + - + I- -� 21.01' S32°1951 "W Xl 2 M S41 °08'10 "W 32.19' 23.26' XC3 PARCEL Y' 3, 653 SF (0.084 AC.) HEREBY DEDICATED TO COUNTY OF ALBEMARLE FOR PUBLIC RIGHT OF WAY LEGEND (D (F) PROPERTY CORNER FOUND, AS NOTED ®(S) PROPERTY CORNER SET, AS NOTED ESMT. EASEMENT VAR. VARIABLE TMP TAX MAP PARCEL DB. DEED BOOK PG. PAGE NEW LOT CORNERS TO BE SETA T APPROPRIATE TIME INCIDENTAL TO SITE GRADING / EARTHWORK COMPLETION. S42°12 57"W 200.00' STATE RTE. 1403 - BERKMAR DRIVE 50' PUBLIC R/W DB, 1446, PG. 125 DB. 1439, PG. 196 DENOTES OPEN SPACE F PARCEL , N. 3922621.29 E. 11491676.89 THIS SHEET SUBDIVISION OF LOTS SCALE 1 "=30' 0 30' 60' ( �. `�iY V PLAT OF a rrj�s SUBDIVISION �pLTH 0F�I VICTORIAN HEIGHTS BEING TAX MAP PARCELS 45-68C2 & 45-68E � IN THE Lic. No. OSEC. MEDLEY RIO MAGISTERIAL DISTRICT c. 01-21-23 ALBEMARLE COUNTY, VIRGINIA RIO Albemarle County, VA DATE: July 13, 2022 SCALE: 1 " = 30' OiN11 SHEET 3 OF 9 J.N.: 49475 DRAWN BY: JCM CHECK BY: JCM Last Revised: July 27, 2023 a a� aU 0 T a co cM N O N N n c 0 tj a 3 n IMP 45-73 ZELDA MAE OR WILLIE LEE HINES DB. 1056, PG. 607 —' IMP 45-72 RIVANNA WATER & SEWER AUTHORITY -- DB. 768, PG. 277 PARCEL X' 14,085 SF �- HEREBYD ( . 3AC.) — -- — EDICATED TO -- COUNTY OUNTYOFALSEMARLE �STgTE RTE 659j FORPURCRGHTOFWA_L WOODBURN ROAD — — — c+1j TIE ESMT. AT 17.24' N 50' PRIVATE ACCESS EASEMENT FOR INTER -PARCEL CONNECTION 710 SF (0.016 AC.) TOTAL W O M BOOM �O=co Q a o 0 n LOT1 I LOT2 2,647 SF 1,849 SF I LOT 3 1,378 SF LOT 4 1,4175 9*79 \ P�5 VAR. WIDTH PRIVATE STORM DRAINAGE EASEMENT N4934'49•E 352.22' D20 �7O0.28' D125 D126J I I LOTS 1,763 SF LOT 6 LOT 7 1,771 SF 1,805 SF LOT 8L2,983 LOT 9 1, 857 SF SF A2 '�-- 43 1 10' PRIVATE STORM r-D132 DRAINAGE EASEMENT O O a�, > D130 D128� NI a I LOT 10 3,061 SF I A 20' PUBLIC STORM DRAINAGE EASEMENT LOT 11 1,974 SF LOT 12 1,572 SF LOT 13 LOT 14 1,566 SF 1,560 SF LOT 15 LOT 16 LOT 17 1,554 SF 1,548 SF 1,925 SF - D18 I I I I D17 ^ A14 AC17 A4 8 z A17 j TIE ACCESS ESMT FOR INTER -PARCEL CONNECTION AT 28.19' ALONG ESMTT, LINEAI OPEN SPACE PARCEL C 1, 825 SF (0.042 AC.) 20' & VAR. WIDTH PUBLIC STORM DRAINAGE EASEMENT TIE ACCESS ESMT AT 2.52' FROM CORNER (ALONG NEW R/W) 21.01' S41 °08'10 "W " 119 51 "W TIE ACCESS ESMT AT 18.48' -- _-. 32.19' PARCEL Y' 3,653 SF (0.084 AC.) HEREBY DEDICATED TO COUNTY OF ALBEMARLE FOR PUBLIC RIGHT OF WAY VAR. WIDTH PRIVATE D134 STORM DRAINAGE M EASEMENT M 0 DETAIL 4A 1" = 20' PRIVATE DRAINAGE ESMT. (BERKMAR & PERSEUS) PG o q 13 AC7 D24 � D23 AC16 ----e----- Al2 PERSEUS LAN E 02� A � IO D5 N 2� D6�A O�� Q Q R U O B D4 D13 D3 A16 U C) (B C Q O� AC1-, AC21 � LOT 18 OPEN SPACE PARCEL B 2,493 SF 4,837 SF 0.111 AC. TIE ESMT. AT 91.56' ON ARC C8 (19.40' ON ARC C33) C71 D93 LOT 19 2,357 SF A5 PARCEL X 14,085 HEREBY DEDICATE! OFALBEMARLEF RIGHT OF I D92 AR. WI gTORM EASEMI LOT 20 I LOT 21 1,731 SF 1,374 SF 28' & VAR. WIDTH PRIVATE 20' PUBLIC STORM - ---- _._ "—_ AC15 All ACCESS EASEMENT DRAINAGE EASEMENT ('PERSEUS LANE) r, 29,211 SF (0.671 AC.) TOTAL = LOT 35 W 75,543 SF = 1.734 AC. Q VAR. WIDTH PRIVATE STORM DRAINAGE Co EASEMENT � 20' PUBLIC � D110 STORM DRAINAGE D9 10' PRIVATE EASEMENT L _ STORM _ DRAINAGE ' D107 — D108 _ D109 EASEMENT D99 D112 10' & VAR. WIDTH P IR VATS D121 D��j D98 - VAR. WIDTH PERMANENT D �� STORM DRAINAGE EASEMENT �2� D 116 D^ D100 106 -� D11g p� ��s SWMFACILITY EASEMENT PARCEL A I 8 p�2� do D50 7—DEDICATED FOR PUBLIC USE o — — ^o D37�e�- AREA = 10,439 SF (0.240 AC.) W 48,489 SF OPENE I °1SPACD103 p �o / ` D`�8 DIVAR. WIDTH PRIVATE STORM D1041"7 0 DRAINAGE EASEMENT 1. 113 AC. — SEE DETAIL 4A, THIS SHEET D35 — _ _.� o VAR. WIDTH PUBLIC STORM _ 10' & VAR. W/D TIE SWM ESMT AT D29 DRAINAGE EASEMENT D3 v�o DRAINAGE EA. 7.3' FROM CORNER D34 D 11- D28 _� _� D30 — D32 — 012 54F51'48"W 277.31' D31 DC1 �°""'�� S41 41'53 "W �� — TIE DRAINAGE ESMTT, AT 324.03' ONARC(XC1) PLAT OF SUBDIVISION 11 VICTORIAN HEIGHTS BEING TAX MAP PARCELS 45-68C2 & 45-68E IN THE RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA RIO Albemarle County, VA DATE: July 13, 2022 SCALE: 1 " = 30' SHEET 4 OF 9 J.N.: 49475 DRAWN BY: JCM CHECK BY: JCM Last Revised: July 27, 2023 STATE RTE. 1403 BERKMAR DRIVE 50' PUBLIC R/W DB. 1446, PG. 125 DB. 1439, PG. 196 THIS SHEET PROPOSED EASEMENTS (PRIVATE ACCESS, PRIVATE DRAINAGE, & PUBLIC SWM) SCALE 1 "=30' 0 30' 60' gNNTH OFP� I o c. ��JOSEPH �15MEDLEY)' Lic. No.3385 0 1-2-1-23 E p�1 O o � C o� s w 4 > 3 ~ o w 3 u �' _ CELL W a0 C. a� n0 i O ��—o •., �>>LA u �<tox :3 oIn 4J 14 a u; O N W �..� 0 v In Ul a� vi 'O o ce 0 0 w w Q z R z 0 r TMP 45-73 ZELDA MAE OR WILLIE LEE HINES DB. 1056, PG. 607 EX. WATERLINE _ EASEMENTFOR _ _ RIVANNA WATER AND PARCEL X' 14,085 SF �' — — SEWER AUTHORITY yEREBYpEp CATFD 0 — DB. 5655, PG. 361 COUNTYOFALBEYIARLE — _ (TO REMAIN) FOR PUBL/C RIGHT p4f yRt ' STATE RTE. — � 659 � WOODBURN ROAD — — ----_ N38°0245"W -7 25.00` S50°57'06"W 7.77' M N38°02'45"W 20.01' OPEN SPACE PARCEL C 1, 825 SF (0.042 AC.) N40°5542' E 18.22' TIE ACSA ESMT AT 13.76' FROM NEW R/W - LOT1 I LOT2 2,647 SF 1,849 SF h50'57'06'E LOT3 1,378 SF LOT 4 LOT 5 1,417 SF 1,763 SF LOT 6 1,771 SF - Ajt7 4 9 11.48' N49.34 49 "E 352,22' �- LOT7 1,805 SF LOT 8 1,857 SF N 1 N394846"W _ - 40.10' S9°36 42' E I / 34.02' NEWACSA COMBINED WATER AND SANITARY SEWER EASEMENT - VARIABLE WIDTH CENTERED ON I AS -BUILT LOCATION - I HEREBY DEDICATED TO ACSA r'50'09'21"E 01, I NEW ACSA COMBINED WATER AND 14.62, SANITARY SEWER EASEMENT - LOT 35 s5o"w I VARIABLE WIDTH CENTERED ON 75,543 SF I AS -BUILT LOCATION - 1,734 AC. TMP 45-72 00 RIVANNA WATER & SEWER AUTHORITY DB. 768, PG. 277 = PARCEL X 14, 085 HEREBYDEDICATEI OFALBEMARLEf (OR/G/NALP RESCRIPTIVE RIGHT OF I _AIT. LINE) - C7 I I l LOT9 2,983 SF LOT 10 LOT 11 3.061 SF 1,974 SF LOT 12 1,572 SF LOT 13 LOT 14 °5706 E`317 1.566 SF 1,560 SF LOT 15 LOT 16 LOT 17 1554 SF 1,548 SF 1,925 SF S50 5706"!y 282 4' HEREB Y DEDICA TED TO ACSA I I �I oI Iv �I I� hi a 'I M PARCEL A I I Wt OPEN SPACE I 48,489 SF I 1.113 AC. S41 °4153"W S41°08'1011w 232.19' S32°19'51"W PARCEL Y' 3, 653 SF (0.084 AC.) HEREBY DEDICATED TO COUNTY OFALBEMARLE FOR PUBLIC RIGHT OF WAY S45051'48"W 277,31' —. (ORIGINAL RWSA ESMT - TO BE RIGHT OF WAY) STATE RTE. 1403 BERKMAR DRIVE 50' PUBLIC R/W DB. 1446, PG. 125 DB. 1439, PG. 196 LOT 18 / OPEN SPACE PA'RCFL B 2,493 SF/ 4,837 S l 0.111 AC l /N43°55'36"E / N46°0424"W 20.00' / / 9.41' I N43°5536'E 66.11' S423 35"W / NEW ACSA COMBINED WATER AND SANITARY SEWER EASEMENT 1 - VARIABLE WIDTH CENTERED ON N4o°o757"W 17.31' S40°0W57'E AS -BUILT LOCATION - 14.4 HEREBY DEDICATED TO ACSA S51 2452"W / 23.01' / 5' EXPANSION EASEMENT FOR / I 30" WATER MAIN FOR RIVANNA / WATER AND SEWER AUTHORITY / DB. 5655, PG. 361 / LOT 19 LOT20 I LOT21 SF 1,7.3 SF 2,357 1,374 Sf L N 3°5536' E E 1 07' A/ / I I / /N47°1625"W 12.00' — — N42°433 — — I�N47'16'25"W — 14.00' EX. 20' WATERLINE FOR CITY /EASEMENT N4243'35'E OFCHARLOTTESVILLE 16.00' DB. 388, PG. 66 VARIA, (TO REMAIN) OA HEREBI EX. 5' EXPANSION / EASEMENT FOR 24" WATER MAIN FOR RIVANNA WATER & (TO REMAIN) DB ER ITY PG. ORB (TO REMAIN) VARIABLE WIDTH WATERLINE EASEMENT FOR RIVANNA WATER AND SEWER AUTHORITY DB. 1446, PG. 125 C (TO REMAIN) THIS SHEET PROPOSED EASEMENTS (ACSA, RWSA, WALL) SCALE 1 "=30' 0 30' 60' 0�, C� G o JOSEPH MEDLE`. Lic. No.3385 01-21-23 1<101zo-- PLAT OF SUBDIVISION VICTORIAN HEIGHTS BEING TAX MAP PARCELS 45-68C2 & 45-68E IN THE RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA RIO Albemarle County, VA DATE: July 13, 2022 SCALE: 1 " = 30' SHEET 5 OF 9 J.N.: 49475 DRAWN BY: JCM CHECK BY: JCM Last Revised: July 27, 2023 En O = O 0 C o E t O W w N r-' - LL C a :3 c� LU a Z W L (D�O — o 7 > zz A U a, > in �<oa i a N is Eo ui = nl w O LU H c v 0 z tY c� 0 0 w w i U z 0 D 0 r 0 0 a w co N 0 N 0o N n 0 a 0 (L TMP 45-72 / RIVANNA WATER & SEWER AUTHORITY DB. 768, PG. 277 TMP 45-71 TMP 4 U) RIVANNA WATER & SEWER AUTHORITY / HUNTER W. WOODOD REVOCABLE _ DB. 768, PG. 277 TRUST V DB. 5302, PG. 48 Ir N47021'12"E 30' & VAR. WIDTH PRIVATE ACCESS 43.92' STATE RTE. 659 — WOODBURN ROAD EASEMENT ('TAURUS LANES PARCEL X' 14,085 SF (0.323 AC.) 40' PUBLIC R/W SEE SHEET 7 & 9 FOR COURSES S32°27'30"E HEREBY DEDICATED TO COUNTY DB. 534, PG. 154 OFALBEMARLE FOR PUBLIC (NEW R/W) (ORIGINAL PRESCRIPTIVE 25.22' RIGHT OF WAY N40NEW "E 5' M/N. FRONT 2 30' LINE) — _ ----- �_ N47°06'05"E � SBK. TYP.) 55. 51 ' 5' MIN. FRONT 223. 06' N40 °43'28 "E 217. 85 N. 3923126.76 CS SBK. (TYP.) ro N41 °17'05"E 88.86' 16.00' 16.00' 1s.00' 1s.00' 20.00_ 24.02 _, E. 11491799.61 16.00, 16.00' 41.40_ --- — 43.86' r- 20.00' 13.35' C7 C39rC4 ' 19.99' C15 + + C2 _ C33 — C34 C35 C36 C37 L2 25' MAX `� ^ °0 0p Wcd 25' MAX FRONT �n v coo— coo, W W T SBK (TYP) ( + + C38 �'' FRONT SBK. o _zz I + 25'MAX SBK. (TYP.) I (TYP.) 00 W LLI v + �_ ri p o 0 0o ro o "' + + FRONT SBK. oo k N oo e} v �? 117 W W v v to + + + TY co o ao �. rn oo 00 00 0) 0) M m y + + ( P.) oho — coo — 0000 - 0�0 — 0�0 — rn m M p °Wo � v v � °a�i v`�i � LOT 34 v + + + I rn m I v I? M M 2,776 SF � + �? W W W W W W W LOT 27 M LOT 28 cn o, \ LOT 18 OPE SPACE -PAR ELrB v 'n h °j `Q h h �" h 4,308 SF o LOT 33 LU W 6u W 4W " y r. v v rr v v v v cn 3,767 SF u� cry 2,493 SF + 4, 837 SF W I a a o `� I 1,742 SF LOT 31 LOT 32 �` �• t +0.11 tAC. + v a v v v or d o + LOT 29 LOT 30 1,407 SF 1,401 SF 0 0 0 0 � io + � � � y � h ul � v _---- —__ W '� + + + ^ y I Ir D 1,420 SF 1,413 SF b rt + + +y I LOT 19 LOT20 LOT21 LOT22 LOT23 LOT24 LOT25 LOT26 LOT 15 LOT 16 LOT 17 v��j'� + + + + 2,357 SF 1,731 SF 1,374 SF 1,371 SF 1,372 SF 1,443 SF 1,480 SF 1,862 SF I Z C -� 20' REAR SBK. 1, 554 SF 1, 548 SF 1, 925 SF h + + + + + — J'M c40cn .20' Jy + + + + + 8.15' 16.00' 16.00' 20.00' 16.00' C6 + + C30 C29 S39°23'20"W 116.35 20' REAR SBK. m 20' EAR SBK. O S4245'32"W 64.62' 1 3.50' C32 C3 C9 �_.. 16.00' 16.00' V 27.00, 20.04' 15.99' 1599' 15.99' 1599' 1599' 19.98' 17.77' — N C17 C16 C10 —� _------ _-- O '4' C11 S42°48'15"W 164.72' PERSEUS LANE cAw o PERSEUS LANE N42°48'15'E 20' REAR SBK. \ cA L1 AR SBK. 20'REAR SBK. -� C5 + � I 28' & VAR. WIDTH PR/VATS a:\ + y + ^ ACCESS EASEMENT N I o + N ('PERSEUS LANES m\ + <f I SEE SHEET 7 & 9 LOT 35 W + 4- + FOR COURSES 75,543 SF \ w I + + +LU I ro m 1.734 AC. oI m m + + V_ Io 0 0 Ica — Ig, FRONT SBK_ + + + + N42048'15"E + + — + + I 5' FRONT SBK — N38°01 OS E 203.69' + + + + + + +19.51-1 + + + + N42048'15"E 230.07' + +77 + + +' + + + + + + + + + + + + + + + + + + + — i + + { + + + + ++ + + ++ + ++ + + ++ ++ + l + + + + + + ++ + + + + + +l + + + + + + + + + ++ +PARCESAll-+ + + + + + + N.39230� E+ + E: 114915+ + + W/�OPEtPAC S+ + 48 48 F S32+ °21'04"W 1. 113 AC .+ 91' + + + + + + + + + + + + f + + + + + + + / + + + r + + + + + + + + + + + + ++ + + ++ + ++ ++ + ++ + + ++ + + ++ + ++ + + + + + + + XC1 BERKMAR DRIVE + + + C41 + + + STATE RTE• 50, PUBLI403 C RIW _ XC2 M DB. 1446, PG. 125 — = DB. 1439, PG. 196 N.3922621.29—�— E.- 11491676.89 = C) _ --- q-( ---- — PLAT OF SUBDIVISION VICTORIAN HEIGHTS BEING TAX MAP PARCELS 45-68C2 & 45-68E IN THE RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA RIO Albemarle County, VA DATE: July 13, 2022 SCALE: 1 " = 30' SHEET 6 OF 9 J.N.: 49475 DRAWN BY: JCM CHECK BY: JCM Last Revised: July 27, 2023 LEGEND Q (F) PROPERTY CORNER FOUND, AS NOTED ®(S) PROPERTY CORNER SET, AS NOTED ESMT. EASEMENT VAR. VARIABLE TMP TAX MAP PARCEL DB. DEED BOOK PG. PAGE NEW LOT CORNERS TO BE SET AT APPROPRIATE TIME INCIDENTAL TO SITE GRADING / EARTHWORK COMPLETION. TMP 45-68 SANDRA P. AMATO, CHRISTOPHER B. GLEASON & HUNTER W. WOOD, TRUSTEES DB. 5376, PG. 608 T DENOTES OPEN SPACE F PARCEL THIS SHEET SUBDIVISION OF LOTS SCALE 1 "=30' Emil 0 30' 60' Lic. No.3385 01-21-23 SURN�� E A 0 cM o O E O E -O ow > 3 f- w M 0 K U. Q LL C 8 0 0 K z V1 00 L 00 O zz vv +� Q N M �M C N 00 N Iw- C �1 vi T3 o _ eG ''ORM 3EMENT 9 ?8 TMP 45-72 RIVANNA WATER & SEWER AUTHORITY DB. 768, PG. 277 PERSEUS LANE DRAINAGE EASEMENT D2 Ab iE T D 121 PD11-6- N—I 0��D116 D 103 TMP 45-71 (n RIVANNA WATER & SEWER AUTHORITY DB. 768, PG. 277 V y-D112 D100 STATE RTE. 659 - WOODBURN ROAD 'PARCEL X' 14.085 SF (0.323 AC.) of 101 1� o n n 1 20' PUBLIC STORM DRAINAGE EASEMENT — D50 �.?8 D104 M � VAR. WIDTH PUBLIC STORM — D35 p�U DRAINAGE EASEMENT D34 �— D33 PEKSEUSLANE 28' & VAR. WIDTH PRIVATE ACCESS EASEMENT ('PERSEUS LANES 29,211 SF (0.671AC.) TOTAL 10' & VAR. WIDTH PRIVATE STORM DRAINAGE EASEMENT i � e --� — D49 D42 _� Y 10' & VAR. WIDTH PRIVATE STORM DRAINAGE EASEMENT TMP 45-69B I HUNTER W. WOOD REVOCABLE TRUST DB. 5302, PG. 48 30'& VAR. WIDTH PRIVATE ACCESS EASEMENT ('TAURUS LANE) 29,211 SF (0. 67 1A C.) TOTAL (W/PERSEUS) DRAINAGE EASEMENT I ' 1.734 AC. Ip Ip D67 — D114 4 I — p � D97 20' PUBLIC DRAINAGE D69 I EASEMENT HEREBY D52 OHO �p DEDICATED FOR PUBLIC USE psi "'- 054 D48 o p D46 ,MAR DR1VE D56 a 1r� a p �p PARCEL A D58 W/ OPEN SPACE 48,489 SF 1. 113 AC. VAR. WIDTH PRIVATE STORM DRAINAGE 10' & VAR. WIDTH PRIVATE STORM DRAINAGE EASF'MXFNT 066' — — D64 S32°21'04"W 42.91' rD31 DC1 STATE RTE. "1403 � BER 1. 50. PUBLIC P T/EDRAINAGE pg. 1446, PG. 25 _— ESMT. AT 324.03' pg. 1439, PG. 196 ON ARC (XC1) — PLAT OF V TMP 45-68 SANDRA P. AMATO, CHRISTOPHER B. GLEASON SUBDIVISION c &HUNTER W. WOOD, TRUSTEES 5 DB.376, PG. 608 H QF V I C T O R I A N HEIGHTS c THIS SHEET PROPOSED EASEMENTS (PRIVATE ACCESS, PRIVATE DRAINAGE, & PUBLIC SWM) SCALE 1 "=30' 0 30' 60' �JOSEPH C/ MEDLEY Lic. No.3385 01-21-23 1<14yo�b SURN BEING TAX MAP PARCELS 45-68C2 & 45-68E IN THE RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA RIO Albemarle County, VA DATE: July 13, 2022 SCALE: 1 " = 30' SHEET 7 OF 9 J.N.: 49475 DRAWN BY: JCM CHECK BY: JCM Last Revised: July 27, 2023 E p�1 _O O E O w C, E U �- �3 H w 3 � N O - 02 LC OO Q ,y C 1� o Cl a 0 OO i C � 'T z>>L V ~tea i V c co0 N 0 L — J W .N Ui O 2 ki — TMP 45-72 Lr) / RIVANNA WATER & SEWER AUTHORITY DB. 768, PG. 277 TMP 45-71 RIVANNA WATER & SE WER A U THORI TY DB. 768, PG. 277 U I-' (0)iIGINAL PRESCRIPT/VE SMT. LINE) i7� -T C7 _ LOT 18 / OPEN SPACE PAfR`EL B 2,493 SF/ 4,837 l S 0.111 AC. l / / /N43°55'36'E LOT 19 LOT 15 LOT 16 LOT 17 / / N46°0424"W 20.00' 2,357 SF 554 SF 1,548 SF 1,925 SF / / / 9.41'Lr N43°5536' E 66.1 V — — — / 4.41' PARCEL X 14,085 SF (0.323 AC.) HEREBY DEDICATED TO COUNTY OFALBEMARLE FOR PUBLIC RIGHT OF WAY - '>L2 -T DB. (TO STATE RTE. 659 — WOODBURN ROAD 40' PUBLIC RNV DB. 534, PG. 154 TMP 45-69B I HUNTER W. WOOD REVOCABLE TRUST DB. 5302, PG. 48 EX. WATERLINE EASEMENTFOR (NEW R/W) TMP 45-68D N40 °49 20' E DB. 430, PG. 125 223.06' 1 F C8 _ C N40°49 20"E 4.96' �- (WALL ESMT. B-C) 1 N594540"W —r 1 13.90' TERL I ENTF lA WA ' AUTI '5, PG. LOT20 LOT21 I LOT22 LOT23 I LOT24 I LOT25 LOT26 1,731 SF 1,374 SF1,371 SF 1,372 SF 1,443 SF 1,480 SF 1,862 SF -t1, — r— — I N43°33'19'E 129.84'—T N40°36'53' E LOT 27 32.55' 4,308 SF S49` N49 23'07"W 23.77' -Z--L 8°10'55' E 24.84' LOT 28 ,767 SF S4 W f653'E 17 NEVYACSA VAP. UTILITY .._ S42�3'3' / / /N47°1625"W 34 �— 12.�S48°4226'E 00' N42°43_35"E 192.08_ I TER — / l N47°1625"W 13.93' IENT N40°07'57"W l 14.00' S48°42 26' E — 7 ON II NEW ACSA COMBINED 22.46' �� S41 °08'11 "W 17.31' S40°o 57'E c4- EX. 20' WATERLINE WATER AND SANITARY 7.51' 'ON - 14.46' EASEMENT FOR CITY SEWER EASEMENT - T S48°4226'E LOT 35 CSA S51°2452"W / / / N424335E OFCHARLOTTESVILLE S41°1734"W 23.01' / 16.00' DB. 388, PG. 66 16.16' VARIABLE WIDTH CENTERED 8.02' 75,543 SF (TO REMAIN) ONAS-BUILT LOCATION - 1.734 AC. EASEMENT FOR / l I HEREBY DEDICATED TO ACSA EASEMENT FOR W FOR RIVANNA / / EX. EXPANSION VER AUTHORITY / WATER MAIN FOR )B. 5655, PG. 361 RIVANNA WATER & (TO REMAIN) SE ER PG. ORI TY DB.48 (TO REMAIN) ERLINE HATER / IORITY 'G. 125 C EMAIN) / vE 1 1 1 LOT 34 2,776 SF LOT 33 1 07' E LOT 31 LOT 32 1,742 SF 1 407 SF LOT29 LOT30 1,401 SF _ _ 1,420 SF 1,413 SF _,. —. -- __ -- N38°10'55' -- 118.46' N I k A �l— o m' ZI 41�' v 1 a gl A l W S37°01'59 139 91 ". .__ N52°58'01 "W �� 1 9.72' 1 S37°01'59"W� �' 1 20.00' + 1 1 NEW ACSA COMBINED WATER AND SANITARY SEWER EASEMENT - VARIABLE WIDTH CENTERED ON AS -BUILT LOCATION - HEREB Y DEDICATED TO ACSA PARCEL A W/ OPEN SPACE 48,489 SF 1.113AC. (WALL ESMT. A-B) N54°02'50"W 63.51' VAR. WIDTH WALL 1— & MAINTENANCE EASEMENT 1 1 1 N17°29 56"W 1 16.51'� TIE WALL ESMT. AT 24.48"FROM NE COR. OPEN SPACE A 28.12' S32021'04"W 42.91' U XC1 1 403 BERKMAR �R� S-TA-rE. RTE. 50' PUBLIC RI 25 Lo Dg. 1446, PG. —� = pg. 1439, PG. 191) _ PLAT OF TCHRI SUBDIVISION SANDRA P. AMATO, CHRlSTOPHER B. GLEASON & HUNTER W. WOOD, TRUSTEES V I C T O R I A N HEIGHTS DB. 5376, PG. 608 DF THIS SHEET PROPOSED EASEMENTS (ACSA, RWSA, WALL) SCALE 1 "=30' 0 30' 60' �e! 'p, JOSEPH C MEDLEY Lie. No.3385 01-21-23 SURN�� BEING TAX MAP PARCELS 45-68C2 & 45-68E IN THE RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA RIO Albemarle County, VA DATE: July 13, 2022 SCALE: 1 " = 30' SHEET 8 OF 9 J.N.: 49475 DRAWN BY: JCM CHECK BY: JCM Last Revised: July 27, 2023 E U O a O c E O cm) U _ � E I— N 3 j 3 ~ Wv o �'D o� N - LL a o 0 cc: D in 0 i z j > IR a L< ai+ o d fQ N tn c N O N W L — c N o Gil 0 — a.+ > a CL z O 0 14 > > a� � p 0 o ate+ W S 4. M LINE TABLE LINE BEARING LENGTH A 1 N39 4T24 "W 30.12' A2 N49°12'17"E 18.11' A3 N57°16'35'E 41.10' A4 N48°13'42"E 10274' A5 N42°4532"E 220.91' A6 N49°3840"W 45.33' A7 S49°3840'E 43.93' A8 N39 22'OS"E 113.96' A9 S60°1749'E 28.40' A 10 S39 22'08"W 118.73' A11 S42 4532"W 229.73' Al2 S48°1342"W 10274' A13 S57°16'35"W 41.10' A14 S49°12'17"W 18.11' A15 S39 4724'E 30.12' A16 S53 2925'E 11.58' A17 N74°0633'E 9.09' A18 N38°0245"W 53.99' A 19 S74 °06'S3"W 25.54' LINE TABLE LINE BEARING LENGTH L 1 N424532'E 12.03' L2 N17°54'10"W 6.96' L3 N74 °06'S3 "E 9.09' ACCESS EASEMENT LINE & CURVE TABLES LOTS, LINE & CURVE TABLES o tM O c O E C o .0 w U a >3 Q W V c o � N - Q ILLL C^ a p = o a0�nc i co O Z> >Lh V �►a-�a i o V1 n N is Eo w u; O N co, H O v Uj ++ C O vi O .� o O Z) o .a+ w w _ E v CL O o y > > cu c p D o y > � DRAINAGE EASEMENT LINE TABLE DRAINAGE EASEMENT CURVE TABLE am PLAT OF SUBDIVISION ,���,TH pVICTORIAN HEIGHTS BEING �� TAX MAP PARCELS 45-68C2 & 45-68E 1 IN THE �JOSEP. 3385ME RIO MAGISTERIAL DISTRICT Lic. No.3385 sal-2-I-23 ALBEMARLE COUNTY, VIRGINIA RIO Albemarle County, VA 8UF"Nq O DATE: July 13, 2022 SCALE: NA SHEET 9 OF 9 J.N.: 49475 DRAWN BY: JCM CHECK BY: JCM Last Revised: July 27, 2023 LINE TABLE LINE BEARING LENGTH D 1 N49 25'47"W 6.10' D2 S84 °08 46"W 17.13' D3 S40°34'13"W 2.99' D4 N53 2925"W 5.20' D5 N85°3649'E 6.62' D6 N40°34'13'E 11.52' D7 S49 25'47'E 38.66' D8 N47°5044'E 4.10' D9 S47°50 44 "W 138.80' D 10 N49 25'47"W 63.37' D11 N40°34'13'E 83.20' D12 S45°5148"W 51.47' D13 S40°34'13"W 4.41' D14 S85°3649"W 49.72' D15 N424138"W 28.43' D 16 N38°0245"W 87.38' D 17 N41 °3121 'E 49.80' D 18 N46°46'S5'E 133.91' D19 N40°3726"W 92.36' D20 N40°3726"W 4.45' D21 S40°3726'E 4.18' D22 S40°3726'E 111.67' D23 S46°46'55"W 152.10' D24 S41 °3121 "W 31.19' D25 S37°2336'E 50.55' D26 S42°4138'E 37.18' D27 N85°3649'E 25.13' D28 N49 25'46"W 5.00' D29 N40°07'09'E 26.42' D30 N52°3535'E 10200' D31 N47°47'07'E 4215' D32 N89 4100"W 15.49' D33 S41 °3748"W 45.68` D34 S47°3945"W 57.43' LINE BEARING LENGTH D35 N38°4723'E 49.56' D36 N9 4233"W 19.69' D37 N40°4045'E 209' D38 N72°02'S6'E 1290' D39 S65°30'S6'E 17.40' D40 N24 2904'E' 10.00' D41 N65°3056"W 12.49' D42 N42°15'12'E 86.10' D43 S53°18'12'E 9.33' D44 N36°4148'E 10.00' D45 N53°18'12"W 8.24' D46 N43°3047'E 61.69' D47 N46 29'13"W 10.00' D48 S43 °30 47"W 67.38' D49 S42°15'12"W 41.41' D50 N40 4045'E 71.53' D51 N40°40'45"E 128.53' D52 N47°11'12"W 0.77' D53 S62 2222"W 9.42' D54 S35°5029"W 34.63' D55 S48°18'12'E 13.75' D56 S38°07'01 "W 47.50' D57 N52°00'44"W 13.25' D58 S37°59'16"W 10.00' D59 S52°02'S5'E 11.77' D60 S37°02'59"W 21.64' D61 N46 24 38"W 9.15' D62 S43°3522"W 10.00' D63 S46 2438'E 10.24' D64 S37 43'10"W 60.02' D65 S52°16'S0'E 764' D66 N38°0108"E 65.00' D67 N38°01'08"E 93.76' D68 N49°1954"W 14.09' LINE BEARING LENGTH D69 N35°5029'E 23.24' D70 S62 2222"W 10.61' D71 N47°11'12"W 71.30' D72 N37°0529'E' 18271' D73 N52°5431 "W 20.00' D74 S37°0529"W 177.09' D75 N31 2824"VV 37.11' D76 N31 °38 51'E 27.20' D77 N58 21'09"W 20.00' D78 S31 °38 51 "W 21.70' D79 N49°3840"W 23.31' D80 N18°5833'E 43.62' D81 S45 2442'E 6.16' D82 N44°35'18"E 10.00' D83 N45 24 42"W 9.46' D84 N40°4920"E 17.07' D85 N49°0032"W 7.84' D86 N40°5928'E 65.80' D87 S49°00'32'E 7.65' D88 S37°56'07"W 69.18' D89 N49 4673"W 10.88' D90 N50°1247'E 6.84' D91 N37°22'S1'E 63.34' D92 N42 29'S5'E 78.97' D93 S47°30'05'E 10.44' D94 S49°4623'E 37.18' D95 S312824'E 60.87' D96 S47°11'12'E 72.81' D97 S40 40 07"W 11.34' D98 S40 40 45"W 180.15' D99 S40 40 41 "W 1.84' D100 S94233'E 3.04' D101 S9 42'33'E 10.65' D102 59°4233"E 6.40' LINE BEARING LENGTH D103 S38 4723"W 71.12' D104 5384723"W 4.04' D105 S55°06'S4"W 51.23' D106 S55°06'S4"W 84.45' D 107 N49 25'47"W 6.25' D108 N47°5034"E 143.98' D109 N42°09'06"W 9.00' D110 S47°5044"W 283.41' D111 S42°04'12'E 3.85' D 112 N36°33 56"W 10.26' D113 N42°48'15"E 178.18' D114 S46 26'S4'E 3.41' D115 S60°1249"W 14.60' D 116 N29°47'11 "W 10.00' D 117 N60 °12 49"E 18.26' D118 N39°33'16"W 4.65' D119 N50 2644'E 47.34' D120 N4°12'12'E 23.66' D121 S85 4748'E 10.00' D 122 S4 °12'12"W 23.32' D123 S48°32'01'E 1.35' D124 S40°1522"E 7.21' D 125 N49°44 38' E 156.73' D126 N12°0547'E 5.29' D127 S85°12'S4'E 21.66' D128 N46°48'04"E 129.95' D129 N43°1156"W 10.00' D 130 S46 48 04"W 125.50' D131 N85°12'S4"W 13.18' D 132 S49°34 49"W 9.95' D133 N49 2547"W 11.8>' D134 S40°34'13"W 1241' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD C2 24.00' 12.05' 6.16' 28°46'31 N67°5240"W 11.93' C3 199.00' 27.82' 13.93' 8 °00'37" N49 29 07"W 27.80' C4 486.00' 26.49' 13.25' 3°0724" N43°55'06"W 26.49' C5 514.00' 21.44' 10.72' 2 2324" N43°59'S7'E 21.44' C6 486.00' 4.40' 2.20' 0 °3106" S43 °01'05"W 4.40' C7 1240.50' 170.40' 85.34' 7°52'14" N45°3842'E 170.27' CS 1234.50' 15.60' 780' 04327" N41 °11'03'E 15.60' C9 300.00' 35.23' 17.64' 6°4344" S36°00'16"W 35.21' C10 250.00' 44.35' 22.23' 10 °09 51 " S37°4320"W 44.29' C11 500.00 33.86' 16.93' 3°5247" S46°17'19"W 33.85' C12 300.00' 47.38' 23.74' 9°02'S4" S52°45'09"W 4733' C13 300.00' 42.26' 21.17' 8°04'18" S53°1426"W 42.23' C14 56.00' S0.17' 26.91' S1 °19'S7" S23°32'19"W 48.51' C15 1240.50' 9.79' 4.89' 0 27'07" N49 21'15'E 9.79' C16 500.00' 17.34' 8.67' 1 °59'15" S45 2033"W 17.34' C 17 500.00' 16.51' 8.26' 1 °53 32" S47° 16 56"W 16.51' C 18 300.00' 0.77' 0.38' 0°08 49" S48 °18 07"W 0.77' C 19 300.00' 31.04' 15.53' S°55'38" S51 ZO ZO"W 31.02' C20 300.00' 15.57' 7.79' 2°5826" S55 4723"W 15.57' C21 300.00' 14.94' 7.47' 2°51'13" S55°5059"W 14.94' C22 300.00' 20.04' 10.02' 349 36" S52°30 34"W 20.03' C23 300.00' 7.28' 3.64' 12329" S49°5401"W 7.28' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD C24 56.00' 10.69' S.36' 10°56'19" S43 4408"W 10.67' C25 56.00' 9.30' 4.66' 9°3043" S33 °30 37"W 9.29' C26 56.00' 14.22' 7.15' 14°3248" S2128'S2"W 14.18' C27 56.00' 15.97' 8.04' 16 20 07" S6°0224 "W 15.91' C28 1240.50' 6237' 31.19' 2°52'S1" N47°41'16"E 62.37' C29 300.00' 7.86' 3.93' 1 °30'04" S38°37'07"W 7.86' C30 300.00' 27.37' 13.70' S°1340" S35°15'15"W 2736' C31 250.00' 14.23' 7.12' 3°1538" S34°16'14"W 14.22' C32 250.00' 30.12' 15.08' 6°54'13" S39 21'09"W 30.10' C33 1240.50' 27.03' 13.52' 1°1455" N45°3723'E 27.03' C34 1240.50' 20.05' 10.03' 0°5534" N44°32'08"E 20.05' C35 1240.50' 15.99' 799' 0°44'18" N43 42'12'E 15.99' C36 1240.50' 15.99' 7.99' 0°44'18" N42°5754'E 15.99' C37 1240.50' 15.99' 7.99' 0°44'18" N42°13 35'E 15.99' C38 1240.50' 3.20' 1.60' 0°08 52" N41 °47'01 "E 3.20' C39 1234.50' 9.39' 4.69' 0 26'08" N41 °1942"E 9.39' C40 1234.50' 6.21' 3.11' 0°17'18" N40°5759'E 6.21' C41 2760.65' 26.32' 13.16' 0°3247" S41 °39'15"W 26.32' C42 514.00' 61.18' 30.63' 6 49'11" S43°12'00'E 61.14' C43 299.50' 18.88' 9.44' 3°3643" N44 48'13"W 18.88' C44 201.00' 21.64' 10.83' 6°10 08" S46°0436'E 21.63' C45 24.00' 6.70' 3.37' 15°5931" N41 °10'14"W 6.68' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD DC1 2760.66' 111.22' S5.62' 2°1830" N40°13'37"E 111.21' DC2 199.00' 19.51' 9.76' S°37'03" N50°4034"W 19.50' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD AC1 24.00' 6.70' 3.37' 15°59 31 " N41 °10'14 "W 6.68' AC2 201.00' 21.64' 10.83' 6°1008" N46°0456"W 21.63' AC3 299.50' 18.88' 9.44' 3 °36 43" N44 °48'13"W 18.88' AC4 514.00' 61.18' 30.63' 6 49'11 N43°12'00"W 61.14' AC5 70.00' 108.73' 68.78' 88°5941 " N4°4226'E 98.12' AC6 286.00' 45.17' 22.63' 9°0254" N52°45'09"E 45.12' AC7 486.00' 46.39' 23.21' S°28'10" N45°2937"E 46.38' AC8 2200' 35.48' 22.95' 92 25'17" N3 2634"W 31.76' AC9 2212' 13.11' 6.76' 33°5802" N66 4323"W 12.92' AC10 21.98' 13.47' 6.96' 35°OT40" S32°05'S8'E 13.26' AC11 19.00' 31.01' 20.20' 93 29 56" N83 °3552'E 27.68' AC12 314.00' 13.86' 6.93' 2°3145" S38°06'16"W 13.86' AC13 286.00' 33.59' 16.81' 6°4344" S36°00'16"W 33.57' AC14 264.00' 46.83' 23.48' 10°0931 " S37 4320"W 46.77' AC15 514.00' 48.66' 24.35' S°2527" S45°3058"W 48.64' AC16 314.00' 49.59' 24.85' 9°0254" S52°45'09"W 49.54' AC17 286.00' 40.29' 20.18' 8°04'18" S53°1426"W 40.26' AC18 42.00' 65.24' 41.27' 88°5941 S4°4226"W 58.87' AC19 486.00' 48.26' 24.15' S°4124" S42°38'06'E 48.24' AC20 199.00' 27.82' 13.93' 8°0037" S49 29'07'E 27.80' AC21 24.00' 12.05' 6.16' 28°4631" S67°5240'E 11.93' AC22 70.00' 49.35' 25.75' 40 2345" S19°3531'E 48.34'