HomeMy WebLinkAboutSUB202200126 Plan - Revision Final Plat 2023-03-15SURVEY 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 FAMILYATTACHED AND MULTI -FAMILY
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 YA TTACHED AND MUL TI-FAMIL Y
RESIDENTIAL UNITS
THIS SUBDIVISION lS A CLUSTER DEVELOPMENT WITH BONUS DENSITY FOR
AFFORDABLE HOUSING.
PROPOSED DENSITYIS 17.9 DWELLING UNITS PER
ACRE. ALSO SEE DENSITY,
UNITS, & OPEN SPACE' THIS SHEET.
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 RAN OR EDGE OF
SIDEWALK TO GARAGE) AND 25 FEET MAX.
SIDE YARD - NONE- 10 FEET MIN. BUILDING SEPARATION
REAR YARD - 20 FEET MIN.
NOTE: COVERED PORCHES, BALCONIES, CHIMNEYS, EAVES, AND SIMILAR
ARCHITECTURAL FEATURES MAY PROJECT NOT MORE THAN FOUR FEET INTO
ANY REQUIRED 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 FEBRUARY 4, 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 I FOOT OR WITH DRAINAGE AREAS LESS
THAN 1 SQ. MILE.
8. THE PROPERTY SHOWN HEREON IS LOCATED WITHIN THE SOUTH FORK
RIVANNA 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.
16. RECORDATION OF THE FINAL PLAT SHALL OPERATE TO TRANSFER, IN FEE
SIMPLE, TO THE COMMONWEALTH OF VIRGINIA 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 SUBDIVISION ARE PRIVATE IN NATURE
AND WILL NOT BE MAINTAINED BYEITHER 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
CONDITION AS ORIGINALL YAPPROVED 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 OF ALBEMARLE.
19. VDOT 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 1-37 EACH CONTAIN A BUILDING SITE THAT COMPIES WITH SECTION
4.2.1 OF THE ALBEMARLE COUNTYZONING ORDINANCE.
23. THIS SUBDIVISION WILL BE SERVED BY PUBLIC WATER SUPPLYAND
PUBLIC SEWAGE SYSTEM.
DENSITY, UNITS, & OPEN SPACE:
(34) TOWNHOUSE UNITS ARE PROPOSED, OF WHICH (8) SHALL BE AFFORDABLE
DWELLING UNITS
(54) MULTI -FAMILY 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 SITE x 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.
11. THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHIN AN ENTRANCE
CORRIDOR OVERLAYAREA. AREA TO LOTS 1-35 3.248 AC.
AREA TO OPEN SPACE PARCEL'A' 1.113 AC.
12. THE PROPERTY SHOWN HEREON IS LOCATED WITHINANAIRPORT IMPACT AREA TO OPEN SPACE PARCEL'B' 0.111 AC.
AREA/OVERLAYDISTRICT. AREA TO OPEN SPACE PARCEL'C' 0.042 AC.
AREA TO RIGHT-OF-WAY (RNV) 'X' 0.323 AC.
13. MANAGED STEEP SLOPES EXIST ON THE SUBJECT PROPERTYAS SHOWN AREA TO RIGHT-OF-WAY (RN1) 'Y' 0.084 AC.
REMAINDER = 0.000 AC.
HEREON (SHEET2).
14, THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHIN A DAM BREAK
INUNDATION ZONE.
15. NO STREAM BUFFERS ARE LOCATED WITHIN THE LIMITS OF THE SUBJECT
PROPERTYAND PROJECT.
OWNER(S) ADDRESS:
VICTORIAN HEIGHTS, LLC
455 SECOND STREET, SUITE 201
CHARLOTTESVILLE, VA 22902
COUNTY OF ALBEMARLE
BOARD OF SUPERVISORS
DESIGNATED AGENT
DATE
SURVEYOR'S CERTIFICATE:
I CERTIFY THAT THIS PLAT OF
SUBDIVISION, TO THE BEST OF MY
PROFESSIONAL KNOWLEDGEAND
BELIEF, IS CORRECTAND ALL THE
REQUIREMENTS SET FORTH
REGARDING THE PLATTING OF LAND
IN ALBEMARLE COUNTY, VIRGINIA
HAVE BEEN COMPLIED WITH.
AGNOR
HURT,
VICINITY MAP
J/
ry
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.
FOR: VICTORIAN HEIGHTS, LLC
BY.
(PRINT NAME)
STATE OF.,
COUNTY OR CITY OF:
THE FOREGOING WAS ACKNOWLEDGED BEFORE ME ON
THIS DAYOF , 20 ,
BY,
NOTARYPUBLIC
MY COMMISSION
SHEET INDEX:
1" = 2,000'
SHEETI: COVER,NOTES
SHEET 2 : EXISTING BOUNDARY & EASEMENTS,
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
OF
JOSEPH C. MEDLEYS
Lic. No.3385
03-01-23 i
PLAT OF
SUBDIVISION
VICTORIAN HEIGHTS
BEING
TAX MAP PARCELS 45-68C2 & 45-68E
IN THE
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY. VIRGINIA
Rio Albemarle County,
DATE: July 13, 2022 SCALE: AS SHOW
SHEET 1 OF 9 J.N.: 49475
DRAWN BY: JCM CHECK BY: JCM
Last Revised: March 7, 2023
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TMP 45-73
ZELDA MAE OR WILLIE LEE HINES /
DB. 1056, PG. 607
IRON (S) -
- _ AT310.91' N494834"
E 359.49'
IRON (F)
S 48°0342" W 3.20'
IRON (S)
IRON
IRON (F)
LOT LOT ILOT JLOT I LOT I LST I LOT I LOTI LOT
XC3 IRON (S)
IRON (F)
IRON (F)
00
06
ti
cc
L)
r
W
TMP
RIVANNA WATER & SEW W W
SEW ER AUTHORITY
DB. 768, PG. 277
EX WATERLINEEASEMENT / l
FOR RIVANNA WATER AND / TMP 45-6981
SEWER AUTHORITY l TMP 45-71 HUNTER W. WOOD REVOCABLE
OR 5655, PG. 361 RIVANNA WATER & SEWER AUTHORITY — / TRUST
�EMAIN)_ / — DB. 768, PG. 277 1 DB. 5302, PG. 48
43.92' STATE RTE. 659- WOODBURN ROAD
S3202730 E 40' PUBLIC RNV
Roa - r25.22N47°0605 E DB. 534, PG. 154
N4
EX. WA R
LOT 18
LOT /
10 LOT
11 LOT LOT LOT
12 13 14 LOT LOT LOT
15 16 17 /
/
5551'
N41°17'05"E 88.86'
LOT27
LOT LOT LOT LOT LOT LOT LOT LOT EX WATERLI,
fs 20 21 22 23 24 25 26 FOR RI UANNi
20'W TERLI E SEWER AUT/
OB. 5655, PG.
'EME FOR CITY (TO REMAIN)
217.85'
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)
TMP45-68C2
/ 4j FCHAR OTTE VILL
/ l
C) G,
DB. 388, PG. 66
/
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TMP 45-68E
A z
VICTOR/AN HEIGHTS, LLC
(TO REMAIN)
V/CTOR/AN HEIGHTS, L L C
z D
DB. 5655, PG. 371 Ex. 5'EXPANsION
l� P/L HEREBY
DB. 5655, PG. 357
$
DB 5292 PG 237 EASEMENT FOR 30"
/ ` VACATED
LOT 35
LOT35 DB. 5245, PG. 200
DB. 1775, PG. 432 WATER MAIN FOR /^ / D8. 1779, PG. 398
X 5' EXPANSION
DB. 1439, PG. 196 RIVANNA WATER & E/ °� /
SEWER AUTHORITY EASEMENT FOR 24" DB. 1446, PG. 125 EX. VAR. WIDTH PUBLIC
N/
2.710 AC. DB. 5655, PG. 361 /= WATERMAIN.FOR::. EX. MANAGED 2.211 AC DRAINAGE EASEMENT
ZONED: R-15 (TO REMAIN) / RIVANNA WATER S; : STEEP SLOPES DB. 1446, PG. 125
SEWER Al1THORl Z1.'::: (TYP.) ZONED: R 15 HEREBY VACATED IRON
VARIABLE WIDTH WATERLINE
OPEN SPACE
EX. VAR. WIDTH PUBLIC =<y' EASEMENT FOR RIVANNA / .:: �:.�.- ::...: ..: ..: ..: ..: ..: ..:. .:..: ..: ..:..: ..: ..: .....:..: ...
WATER & SEWER AUTHORITY DRAINAGE EASEMENT IRON (S) S32 2104 "W
OPEN SPACE PARCEL `r,
DB. 1446, PG. 125 / ...::' }.'_:: _.:.::': DB 1446 PG. 125 :.;
TO REMAIN))l .. ' l I ''� . FlEREBYVACATED 42 91
EX MANAGED STEEP ( : _ . _ / _ _ _ _ _ . _ __ _s^.. EX. MANAGED
SLOPES (TYP.) /{ C` STEEP SLOPES
_ XC1
IRON XC2 IRON (S) EX. VARIABLE WIDTH WATERLINE
S42012'57"W 200.00' (S) EASEMENT FOR RIVANNA WATER & —
STATE RTE. 1403 — BERKMAR DRIVE SEWERAUTHORITY - -
50' PUBLIC RNV DB. 1446, PG. 125 _
OR 1446, PG. 125 (TO REMAIN)OR 1439_PG. 196—
IRON (FJ TMP 45-68
SANDRA P. AMATO, CHRISTOPHER B. GLEASON
to 0c) & HUNTER W. WOOD, TRUSTEES
OR 5376 PG 608
TMP 45-68C
00
CHARL 0 TTESVILLE REAL TY CORP
DB. 1439, PG. 196
/
W
W
U)Icn
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
CHORD BEARING
CHORD
XCl
2760.66'
435,08'
217.99'
9"0148"
S36°5158"W
434,63'
XC2
2760.66'
40.23'
20.1 V
0"50'06"
S41 "47'54"W
40.23'
XC3
5755.50'
141.11'
70.56'
1'24'17"
S41'3049"W
141,10'
THIS SHEET
PARENT PARCEL BOUNDARY
OVERVIEW WITH VACATED
PARCEL BOUNDARY LINE &
EXISTING EASEMENTS (TO
REMAIN / TO BE VACATED)
SCALE 1 "=50'
0 50' 100,
PLAT OF
SUBDIVISION
VICTORIAN HEIGHTS
BEING
��
TAX MAP PARCELS 45 68C2 & 45 68E
��
INTHE
-RIO
MAGISTERIAL DISTRICT
EYS
DNo.3385
ALBEMARLE COUNTY, VIRGINIA
RIO Albemarle County, VA
4DRAWN
DATE: July 13, 2022 SCALE: 1" = 50'
SHEET2 OF 9 J.N.: 49475
BY: ]CM CHECK BY: JCM
Last Revised: March 7, 2023
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TMP /
� ZELDA MAE OR WILLIILLIE LEE NINES
— DB. 1056, PG. 607 / �p
— 'L — TMP 45-72
— RIVANNA WATER & SEWER AUTHORITY =
— DB. 768, PG. 277 in 'PARCEL
SF (0.323 AC.) — —
COUNTY EDICATED TO
FORP OFALBEMARLE STATE RT
UBLIC RIGHT OFWAY E. 659
WOODBURN ROAD — -
- o N49 4834'E 359.49'
- h
N. 3922592. 19
E. 11491255.76
OPEN SPACE
PARCEL C
1,825 SF
(0.042 AC.) v
U
N: 392236778
E. 11491431.38
U
N47 21'12'E
5'MIN. FRdNT 43.92 'PARCELX' 14,085;
SBK. (TYP.) HEREBY DEDICA TEI
_za.aa 20.00 S32°27'30'E
I — 16.00' N49034' OF ALBEGHT OF
1s.or 49'E NT smr LINE)
L PRESCRIPTIVE 25.22' RIGHT OF I
20.00' 20.00' 20.00' 20.00' S2 22' S' M/N. FRONT � �T UNE=
I31.00• SBK (TYP.) N47006'05"E
h
3>00 55.51' 20.00• 1600• 1600•
y 16.00' 16.00' P
^ ^ h 25
' MAX FRONTSBK. I 16.00, 20�00'
p W (TYp,) I 13.35' _ C7
C15 + f C2+ + -� C33 C34 C35 _
h W
I y O n a W W a N I I 4 25'MAX FRONT SBK. T ^+ - f + ++ +
h a o W y l y a m l o-!+ ++ �FRONAT SBK
LOT 1 LOT2 y v, p v M W W al a o, �.
I 2647 SF Z849 SF LOT 3 y o p ^+ O !e + + f (TYP.J e_ e
l\ v v o y W W 9 °' ; � K
1,378SF LOT4 LOTS y y p y h M y o M
w 1,417 S 1,763 SF LOT 6 LOT 7 y p I ^ I �" v n W W W a p a LOT 18 OPEN: SPA CE;PARCEL B-
1,771 SF 1,805 SF LOT 8 "� W W ^ ^
m v m y LOT 9 e a o 2,493 SF 4,837 SE ;_ w
�/w c 1,857SF 2,983 SF
20' LOT 10 LOTII v o 0 o a a m l + 0.1111AC.
5.40' REAR SBK 3, 061 SF 1,974 5� LOT 12
N, m C25 C24 1272" C23 1,572 SF LOT 13 LOT 14 LOT 19 LOT 20 LOT 21
0 6 14) S49°12'17" C22 C?>21 ` + y 2,357 SF 1,731 SF 1,374 SF
$ .�� (,2 L 1,566 SF 1,560 SF LOT 15 LOT 16 LOT 17 y I G. + -� +
�Q 0i 1'0 C'll 18,11' W C13 ?O2p. J 1,554SF 1,548 SF 1,925 SF �� -i- + + -� + �' _ —
'9 G S 0 20' REAR H + �' + +
571635 >ssy,
Gy 20' REAR SBK.
C20 SBK. C18 C6 + + +
4� 10' C19 19.23' 20" EAR SBK. 542°45'32"W 64.62' i.
20'REAR SBK C12 16.00' 016.00' 16.00' 16.00' 16.00' 3.50'
C16 2700' 20.04' 15.99'
S48 13 42"W 102.74'
L / _ PERSEUS LANE C11
N42°48'15"E
_ 6.77'
28' & VAR. WIDTH PRIVATE _ L 1 _
ACCESS EASEMENT 20• REAR SBK. 20' REAR SBK.
W W ('PERSEUS LANE) C5 -"--
a Im SEE SHEET 4 & 9 FOR COURSES + -'
9y LOT35 I o + N
o I + v m y 75,543 SF + + f
I 1.734 AC, y l + W I x
W
+
OI h + + a y
+ y y
— 5' FRONT SBK
+ + + + N42048'15'E + + + —
a f + + + + + + + + + + N47 5044'E 302.38' -'-_ 19.51' + + + —
U1 4- N4204
V + + + + + + W/ OPEN SPA_ C'E + + + + + + + + + + + + + + 4-
4- y + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + 1 + + + + 1
N53 2925" + + + ++ + + + + + + 1. 43 C. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
- ky f + f 1.113 C.
11.58' + + + f + + + + f 1 + + + + + f + + + + + + + + + + + f + + + + + f
+ + + + + +
C2 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + * + + + + + +
S4505148"W 277.31 + + f + + f + + + + f + f + + f + + + + f + + + + + + + + + + + +
S4141'53"W + 1' f -(_ C41 -{- + +
21.01,
S41 °08'10"W S32°19'51 "W XC2
23.26'
XC3
PARCEL Y' 3,653 SF (0.084 AC.)
HEREBY DEDICATED TO
COUNTY OFALBEMARLE FOR
PUBLIC RIGHT OF WAY
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 1 EARTHWORK COMPLETION.
S42012'57"W 200.00'
STATE RTE. 1403 - BERKMAR DRIVE
50' PUBLIC RAN
DB. 1446, PG. 125
DB. 1439, PG. 196
DENOTES OPEN SPACE
PARCEL
N.'3922621.29
E: 11491676.89
THIS SHEET
SUBDIVISION OF LOTS
SCALE 1 "=30'
0 30' 60'
PLAT OF
SUBDIVISION
0��44
VICTORIAN HEIGHTS
��BEING
f2TAX MAP PARCELS 45-68C2 & 45-68E
`�IN THE
EYS RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
RIO Albemarle County, VA
DATE: July 13, 2022 SCALE: 1" = 30'
SHEET OF 9 I.N.: 49475
DRAWN BY: JCM CHECK BY: JCM
Last Revised: March 7, 2023
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TMP 45-73
ZELDA MAE OR WILLIE LEE HINES
— DB. 1056, PG. 607
— — TMP 45-72
— RIVANNA WATER & SEWER AUTHORITY
_
PAOB. 768, PG. 277
RCEL X' 14,085 SF(1, 323AC)
HEREBYDED/GATED TO COUNTY
PUBL/C FALBEMARLESTATE RT RIGHTOFWAY E• 659 WOODBURN ROAD[�_�FOR
50' PRIVATE ACCESS
EASEMENT FOR INTER -PARCEL
CONNECTION
710 SF (0.016 AC.) TOTAL
o
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c W O 4
M
M e
y^
0 0
0
TIE ACCESS ESMT
FOR INTER -PARCEL
CONNECTION AT 28.19'
ALONG ESMT. LINE Al
OPEN SPACE
PARCEL C
1, 825 SF
(0.042 AC.)
20' & VAR.
WIDTH
PUBLIC
STORM
DRAINAGE
EASEMENT
TIEACCESS ESMT
AT 2.52' FROM
CORNER
(ALONG NEW R/W)
w
O
TIE ESMT.
AT 17.24 VAR. WIDTH PRIVATE STORM
DRAINAGE EASEMENT
o
a 10' PRIVATE STORM N49°3449'E 352.22' D20 DRAINAGE EASEMENT
9.72' 10,28' D132
D125
'PARCEL X' 14,085;
HEREB Y DEDICA TEI
OFALBEMARLEF
TIE ESMT.
RIGHT OF I
AT 91.56'
ON ARC C8
(19.40' ON
ARC C33)
C7
I D128
I Q
I D93 —
D92
R. WI
LOT I LOT2 20' PUBLIC STORM
2,647 SF 1,849 SF LOr3 DRAINAGE EASEMENT TORM
A
1,378 SF LOT 4 LOT 5 SEMI�
1,417 SF 1,763 SF LOT 6 LOT 7 O^ I LOT 18 OPEN SPACE PARCEL B
1,771 SF 1,805 SF LOT 8 LOT 9 0 2,493 SF 4, 837 SF
1,857SF 2,983SFI 4,837 F
A2 I I LOT 10 LOT 11
3,061 SF 1,974 SF LOT 12
4p9 G5 A3 I L572 SF 566 SF 1,560 SF LOT 15 LOT 16 LOT 17 LOT S LOT 20 LOT 21
P 1,554SF 1,548SF 1,925SF 2,357 SF 1,731 SF 1,374 SF
I A
D18
A4
4B A14 AC17
413 AC7
P�
D24 D23 —� AC16 —
J� � Al2 PERSEUS LANE
28' & VAR. WIDTH PRIVATE 20' PUBLIC STORM ------- AC15
ACCESS EASEMENT DRAINAGE EASEMENT
('PERSEUS LANE)
29,211 SF (0.671 AC.) TOTAL
LOT 35
75,543 SF
1.734 AC.
DI
I �D8
I
h
�
Io
D5
D6�
B
D4
D13
D3
A16
VAR. WIDTH PRIVATE
STORM DRAINAGE m 20' PUBLIC 1
D110 EASEMENT I STORMDRAINAGE
D9
10' PRIVATE EASEMENT
STORM _
_ DRAINAGE-- —
' D107 D108 D109 _ EASEMENT D99 D112 D98
10'& VAR. WIDTH PRIVATE D121 O11j
�> STORM DRAINAGE EASEMENT 0'% D116 p1 ^ D100
VAR. WIDTH PERMANENT 0s� D1fg >s o
SWM FACILITY EASEMENT PARCEL I 8� ^oti0 D37 D50 -
/ DEDICATED FOR PUBLIC USE c
AREA = 10512 SF (0.241 AC.) W� OPEN SPACE o I D105 D103 0 0 �p3e
D42
U (B-C) TIE SWM ESMT
e C AT 73' FROM
ACf AC21 ^� CORNER D12
S41 41'53"W
21.01'
S41 °08'10"W S32"951 "W TIE ACCESS ESMT AT 18.48'
32. 19'
PARCEL Y' 3,653 SF (0.084 AC)
HEREBY DEDICATED TO
COUNTY OFALBEMARLE FOR
PUBLIC RIGHT OF WAY
48,489 SF o� — — — —
1.113 AC. I D104
VAR. WIDTH PUBLIC STORM D35 pop 10' & VAR. WID
Des _ems DRAINAGE EASEMENT 8" � PRIVATE STOR
D34 �- D33 DRAINAGEEA.'
D11
D28 030 D32 —
S45°5148"W 277.39• � � 1r D31 OC1
TIE DRAINAGE
ESMT. AT 324.03'
ONARC (XCI)
STATE RTE. 1403 - BERKMAR DRIVE
50' PUBLIC RAN PLAT OF
DB. 1446, PG. 125
pg 1439,PG. 196 SUBDIVISION
��A,TH OFF VICTORIAN HEIGHTS
I
THIS SHEET o '�'G,f BEING
PROPOSED EASEMENTS O y TAX MAP PARCELS 45-68C2 & 45-68E
(UJOSEPH C. MEDLEYS
PRIVATE ACCESS, PRIVATE IN THE
DRAINAGE, & PUBLIC SWM) C. N0.3385 RIO MAGISTERIAL DISTRICT
03-01-23 ALBEMARLE COUNTY, VIRGINIA
SCALE 1 "=30' RIO Albemarle County, VA
��D SURv��o DATE: July 13, 2022 SCALE: 1" = 30'
0 30' 60' SHEET OF 9 I.N.: 49475
DRAWN BY: JCM CHECK BY: JCM
Last Revised: March 7, 2023
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0
0
a
TMP 45-73
ZELDA MAE OR WILLIE LEE HINES
DB. 1056, PG. 607 EX. WATERLINE
'L EASEMENTFOR
_ RIVANNA WATERAND
PARCELX' 14,085SF ) — SEWERAUTHORITY
HEREBYDED/CATEp To — — _
DB. 5655, PG. 361
COUNTY RIGHT MARLE — _ (TO REMAIN)
—
FORPUBL/CR/GHTOFWAY STATE RTE.
_ - 659 - WOODBURN ROAD
-O N
N493449'E 352.22' �
N38'02 45"W Z
25.00'
S50'57'06"W
-d
7.77'
h p
�
O
M
a004
co
20.01'
OPEN SPACE
PARCEL C
1, 825 SF
(0.042 AC.)
N40055'42 E
TIE ACSA ESMT
AT 13.76' FROM
I�
a
LOT' LOT2
2,647 SF 1,849 SF LOT 3
1,378 SF LOT 4 LOT 5
1,417 SF 1,763 SF LOT 6
�57'06-� ,vo0.3Rn 'MI
11,48'
LOT
1,805 SF LOT 8 LOT 9
1,857SF 2,983 SF
L' rN39 4846"W
ICJ 40.10' 59°36'42"E
I / 34.02'
VAR. UTILITY EASEMENT
FOR ACSA
I
- 5000921 "E I
9.01'
I -71462971 W LOT 35
I 75,543 SF
I VAR. WIDTH UTILITY 1.734 AC.
EASEMENT FOR ACSA
r"-25 —j
Iu
441
i 'I
q
h
S41 41'53"W
S41°08'10"W-132.19' 31"W
PARCEL Y' 3,653 SF (0.084 AC.)
HEREBY DEDICATED TO
COUNTY OFALBEMARLE FOR
PUBLIC RIGHT OF WAY
PARCEL A
W/ OPEN SPACE
48,489 SF
1.113 AC.
(ORIGINAL RWSA ESMT -
TO BE RIGHT OF WAY)
TMP45-72 pO /
RIVANNA WATER & SEWERAUTHORITY
DB. 768, PG. 277 =
L)
H
(ORIGINAL PRESCR/PT/VE
�T. LINE)
_ -T- I
O1 f0L06TSF N 51L,79O.076T4 E1S'
i1O2 1S2
1,566 SF1,560 BF
LOT 15 LOT 1631 3?' L57T LOT 13 LOT14
T yg54 SF 1,58 SI
'PARCELX' 14,085;
HEREB Y DEDICA TEI
OFALBEMARLEF
RIGHT OF I
/
LOT 18 OPEN SPACE PA7/7
R EB
2,493 SF/ / 4,837 Ff /
/ /GL/N8"5
LOT 17 20.00'
/ / N46°0424"W
1,925 SF
l l /9.41'Lr-
LOT 19
TF-t-
LOT20
1,731 SF
LOT21
1,374 SF
— / 66.11 _
N43*5536"EF
^---^
H
S50'S706"Ki 28234' _ _
_ 542�335"W /
1.34'
VAR. WIDTH UTILITY —
EASEMENT FOR ACSA N40'07'57"W'S:-j
17.31' IL S40'0�57"E
14.4
S51 24 52"W /
2301' /
5' EXPANSION EASEMENT FOR / I
30" WATER MAIN FOR RIVANNA /
WATER AND SEWER AUTHORITY /
DB. 5655, PG. 361 /
S4505148"W 277.31' —
STATE RTE. 1403 ^ BERKMAR DRIVE
50' PUBLIC RAN
DB. 1446, PG. 125
DB. 1439, PG. 196
/ /N4701625"W
12,00' N42°43_3
lri______---
—
f� 14.00'
EX. 20' WATERLINE
/EASEMENT FOR CITY
N42 4335 E OF CHARLOTTESVILLE
16.00' DB. 388, PG. 66
(TO REMAIN)
EX 5' EXPANSION
/ EASEMENT FOR 24"
WATER MAIN FOR
RIVANNA WATER &
(TO REMAIN) / / / / DB. 655, PG. 348I ry
'may/ (TO REMAIN)
VARIABLE WIDTH WATERLINE
EASEMENT FOR RIVANNA WATER
AND SEWER AUTHORITY
DB. 1446, PG. 125 /\
(TO REMAIN) / /�
THIS SHEET
PROPOSED EASEMENTS
(ACSA, RWSA, WALL)
SCALE 1 "=30'
0 30' 60'
TH
o �
UJOSEPH C. MEDLEYS
Lic. No.3385
03-01-23
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: March 7, 2023
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TMP 45-72 M /
RIVANNA WATER & SEWER AUTHORITY
DB. 768, PG. 277 TMP 45-71
RIVANNA WATER & SEWER AUTHORITY
_ OR 768, PG. 277
L)
_ a
N47021'12 E
43, 92' PARCEL X- 14,085 SF (0.323 AC.)
HEREBY DEDICATED TO COUNTY
S322730'E OFALBEMARLE FOR PUBLIC
(ORIGINAL PRESCRIPTIVE
EJ 2522' RIGHT i F WAY
�T. L/N
N47006'05'E
WIM
20.00,
137,
+
C7
C15
+ + C2+ -{-
C33_
+
,T SBK.
(TYP.)
m + f + + +
+
25'MAX
FRONT SBI
4i
W
LOT 18
OPEN�S14ACEPARFELLB
vl
W
W
e
2,493 SF
+ 4,837 S)T + W
o
r I
f0.+11�AC.+ +
ggv^
c + +
Qo +
+
y ylg
h
4 + + e
+ +y
19
LOT 15
LOT 16
LOT 17
+ +
+
2,O SF
1,554SF
1,548SF
1,925SF
y
+ �- '�
_
—
—
C6 + +
20'
EAR SBK.
S42 4532"W M.62'
k
°17'05"E
C35 JC36 _I 07
TMP 45-69B1
HUNTER W. WOOD REVOCABLE
TRUST
DB. 5302, PG. 48
30'& VAR. WID TH PRIVA TE A CCESS
STATE RTE. 659- WOODBURN ROAD EASEMENT('TAURUS LANE)
40' PUBLIC RNV SEE SHEET 7 & 9 FOR COURSES
OR 534, PG. 154
(EW R/W)
FN40�49
20'E 5'M/N. FRONT 230'
5' MIN. FRONT 223.06' N4V4328 E 217 85'
SBK. (TYP.)
C8
43.86� --1 I I
L C38
25'
MAX FRONT t
i
N
FRONT SI
SBK. (TYP.)
MI
y
ITI
q�j�
ti
q
V�
pj
H
Q
W
y
W
W
W
H
W
W
W
t
LOT27
rn I
0+
vl
°p
LOT28
0 4,308SF
x
HI
3,767SF
N
N
N
y
y
N
y
sj
V
Ir
I
LOT20
LOT21
LOT22
LOT23
LOT24
LOT25
LOT26
C
1, 731 SF
1,374 SF
1,371 SF
1,372 St,43
1
1,480 SF
r,862 SF
J
Z C
_
T
--
—
--
�—
to
C31
C30
20.00' 1 z4.
N: 3923126.76
E 11491799.61
�
m \
W
Lu03
o
O
R M
M
V
7V
n
M N
LOT 34
v
n
n
y
m
y
2,776 SF
y
y
LOT 33
\
LOT 31
LOT 32
1,742 SF
1,407 SF 1,401 SF
LOT29
LOT30
1,420 SF 1,413 SF
20' REAR SBK.
40.20'
16.00'
16.00' 16.00'
20.00'
29
C29
,..,,2,9m'W 116.35'
O °p
16.00' 16.00' 3�C17 C16 ^ � C32 Vy —
27.00' 20.04' 15.99' 15.99' 15.99' 1599' 15.99' 19.98' 1Z7T C10
4, C11 S42048'15"W 164.72' PERSEUS LANE _ — — —
_
PERSEUS LANE N4246'15'E —_ 20'REA_R SBK. .o
6.77' 7\�
4R SBK. L 1 —
-/� ' REAR SBK.
+ C5 2028' &VAR. WIDTH PR/VATS , \
+ , ACCESS EASEMENT m
('PERSEUS LANE) I I m\
I + v I SEE SHEET 7& 9 LOT 35 N
n + + + ^ FOR COURSES I I 75,543 SF x \
YI +
y+ m l I m 1.734 AC.
yl p + ++ IO Lu O O -�
I = + In
+ + y 11n to I Z6 5-FRONT SBK +
+ 4-
+ + + +m
N42°48'15' E + + + 5' FRONT SBK I — — 203.69' + +
19+ + + — — — — — — — — — — — — — — — J + + N38°0 08 E + + + f + + + + + A
+ + + + + + + f + + +
+ + N42°48'15"E 230.07' 7 7 + + +' + + f + + + + + + + + + + + +
+ + + + + r + + + f +
+ + + + + + + + + + + + + + + -I- + + f -� + PA/RCE N.• 39230�
+ + + + + + + + + + + + + + + + + + + + + + WIfOPE S,ACE- + + + E 114919
++ + ++ ++ + ++ + ++ ++ + ++ ++ + ++ ++ ++ + ++ ++ + ++ + ++ ++ + ++ ++ + ++ + ++ ++ + ++ ++ f ++ + ++ f+ +9,A+ Sr'+ + + + + S32'21'04"W
143C. 422
+ + + + + + + + + + + + + + + + + + + + + + +
+ + + ++ + + + + + + + ++ + + + + + + + ++ + + + + + + + ++ + + + + + + + ++ + f + +
+ + ++ + + + + + + + ++ + + + + + + + ++ + + + + + + ++ + + + +
f + + + f + f Xc1 c41 + f ++ f ++ f - STATE RTE. 1RN/
403 gPJ\N DRIVE
5V PUBLIC _
XC2 M DB. 1446, PG' 125 —
N: 3922621.29 1439, PG. 196 — — —
E 11491676.89 = —
L)
_ — — PLAT OF
TMPSUBDIVISION
SANORA P. AMATO, CHRISTSTOPHER 8. GLEASON
& HUNTER W WOOD, TRUSTEES
DB. 5376, PG. 608 DNI TH o VI C TO RIA N HEIGHTS
11Q�
BEING
p
LEGEND
TAX MAP PARCELS 45-68C2 & 45-68E
(D(F) PROPERTY CORNER FOUND, AS NOTED
DENOTES OPEN SPACE
•(S) PROPERTY CORNER SET, AS NOTED El
THIS SHEET
O
U'D
JOSEPH
�`
C. MEDLEY
IN THE
ESMT. EASEMENT PARCEL
RIO MAGISTERIAL DISTRICT
VAR. VAR/ABLE
SUBDIVISION OF LOTS
Lic.
No.3385
TMP TAXMAPPARCEL
03-01-23
ALBEMARLE COUNTY, VIRGINIA
DB. DEED BOOK
PG. PAGE
SCALE 1"=30'
'�
���
4'
RIO Albemarle County, VA
S�]�iO
DATE: July 13, 2022 SCALE: 1" = 30'
NEW LOT CORNERS TO BE SETA
ISHEET60F9
0 30, 60'
J.N.: 49475
APPROPRIATE TIME INCIDENTAL TO SITE
GRADINGJEARTHWORK COMPLETION.
DRAWN BY: JCM CHECK BY: JCM
Last Revised: March 7, 2023
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TMP 45-72
RIVANNA WATER & SEWERAUTHORITY
DB. 768, PG. 277
7ORM
;EMENT
PERSEUS LANE
D10 q�
T l
Np,
olti
7
TMP 45-71
RIVANNA WATER & SEWER AUTHORITY
DB. 768, PG. 277
()
H
CQ
_ G _
20' PUBLIC
STORM DRAINAGE
EASEMENT
D50
— I —
D103
D104
VAR. WIDTH PUBLIC STORM
0�6 /
D35
DRAINAGE EASEMENT
(
D34
D33
STATE RTE. 659 - WOODBURN ROAD
FLKJtUJ LANt
28' & VAR. WIDTH PRIVATE
ACCESS EASEMENT
('PERSEUS LANE?
29,211 SF (0.671AC.) TOTAL
TMP 45-69B 1
HUNTER W WOOD REVOCABLE
TRUST
DB. 5302, PG. 48
30' & VAR. WIDTH PRIVATE ACCESS
EASEMENT ('TAURUS LANE?
29,211SF(0.671AC.) TOTAL (W/PERSEUS) VAR. WIDTH PRIVATE
IA/CIA/ cnAn STORM DRAINAGE
DRAINAGE EASEMENT
I m
7. /J4 A L:.
10' & VAR. WIDTH
PRIVATE STORM
O
DRAINAGE EASFMIFNT
D66" I
10'& VAR. WIDTH
PRIVATE STORM I
I
D67
D644
DRAINAGE EASEMENT D114
—
— D97
p98 20'PUBLICDRAINAGE
�10 i
D� H
D56 p D61
'b-01
D62 D63
No
��O p
PARCEL A 658
EASEMENT HEREBY
D52 I
DEDICATED FOR PUBLIC USE
�D51
�0
�p54
W1 OPEN SPACE
OS3
4$,489 SF
—:s—a
pqg o D48 0
�
1.9I AC.
D42
— �4 M �v_? D46
10' & VAR. WIDTH D44
PRIVATE STORM
DRAINAGE EASEMENT Xc 1 AR pRNE
_
rD31 Dc1 STATE RTgERKM
E. 1403 _
�t 50' PUBLIC RAN _
TIEDRAINAGE pg. 1446, PG. 125 _
ESMT. AT324.03' pg, 1439, PG. 196 _
ONARC(XC1)
---- 7 — — = PLAT OF
(� TMP 45-68
SUBDIVISION
SANDRA P. AMATO, CHRISTISTOPHER 8. GLEASON
& HUNTER W WOOD, TRUSTEES
OB. 5376, PG. 608 <G p,Z,TH OF 1: V I CTO R IA N HEIGHTS
THIS SHEET
PROPOSED EASEMENTS
(PRIVATE ACCESS, PRIVATE
DRAINAGE, & PUBLIC SWM)
SCALE 1 "=30'
0 30' 60'
0 �l
UJOSEPH C. MEDLEYS
Lie. No.3385
03-01-23
BEING
TAX MAP PARCELS 45-68C2 & 45-68E
IN THE
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
�C RIO
D SURv�� DATE: July 13, 2022
SHEET 7 OF 9
DRAWN BY: JCM
Last Revised: March 7, 2023
SCALE: 1" = 3
I.N.: 49475
CHECK BY: JCM
I MM
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TMP 45-72 /
RIVANNA WATER & SEWERAUTHORITY
DB. 768, PG. 277 N TMP 45-71
RIVANNA WATER & SEWER AUTHORITY
_ DB. 768, PG. 277
U
_ Q
(ORIGINAL ARE,
CR/PT/VE
�T. LINE)
� T/
LOT 18 OPEN SPACE PA'R�EL B
2,493SF/ / 4,0.83 AC. l
/N43°5 20 00'
LOT 15 LOT 16 LOT 17 N46°0424"W
.1,�54 SF 1,548 SF 1,925 $F / / / / 9.41' LT_
N43°55_36"E 66.1V
S46°0
PARCEL X' 14,085 SF (0.323 AC.)
HEREBY DEDICATED TO COUNTY
OFALBEMARLE FOR PUBLIC
RIGHT OF WAY
_ C.7
STATE RTE. 659 - WOODBURN ROAD
40' PUBLIC RAN
DB. 534, PG. 154
� C8
� L2
EX. W
TERLIN
EASE
ENT FO
RIVA
A WAT
R &
SEWS
AUTH
RIT'
DB. 56
5, PG. 3
8
(TO R
MAIN)
LOT 19 LOT20 I LOT21 I LOT221 LOT231 LOT24 FLOT2L,O26
73374SF 1,371 7S1,rS5F18T2SF�i,N43°3319E 129.84'
S42p335"W / / /N47°1625"W
l 1.34' 12.00' _ _ _ _ _ _N42°43_35"E 192.08_
LITY - l /� N47°1625"W
CSA 1140°07'57"W� l ��^/�j7 14.00' VAR. WIDTH UTILITY-
17.31' <L_ �LS40°0 57"E EX. 20'WATERL/NE EASEMENTFORACSA
14.46' EASEMENT FOR CITY
55124'S2"W N42°4335"E OFCHARLOTTESVILLE
23.01' / 16.00' DB. 388, PG. 66
/ (
EASEMENT FOR TO REMAIN)
'N FOR RIVANNA EX 5'EXPANSION
VER AUTHOR/TY / / / WATER MAIN FOR
)B. 5655, PG. 361 / RIVANNA WATER &
(TO REMAIN) / / DB. 5655, PG. O 8/TY
(TO REMAIN)
ERLINE
WATER
IORITY
'G. 125 /\
EMA/N)
LOT27 32.55'
4,308 SF
S49`
N49 23'07"W
23.77'
8°10'S5"E
24.84'
__o- - VA
TMP 45-69B 1
HUNTER W WOOD REVOCABLE
TRUST
DB. 5302, PG. 48
EX WATERLINE
EASEMENTFOR
(NEW RIW) TMP 45-68D
N40°4920"E i r DB. 430, PG. 125
223.06'
LOT 28
-6.767 SF
17.
S37°01
- - - -
S48°4226"E
S48°4226"E---i
13.93'
22.46'
r "�'-_ S41 °08'11 "W
7.51'
LOT 35
s48°4226"E
S41°1T34"W
8.02' 75,543 SF
16.16'
1.734 AC.
1 N40°4920"E
4.96'
B
(WALL ESMT. B-C)
1
N59°4540"W
1
1
13.90'
LOT 34
2,776 SF
LOT 33 1
1
'07'E LOT 31 LOT 32 1,742 SF 1
LOT29 LOT30 1,407SF 1,401 SF - 11
1,420 SF 1,413 SF
N38°10'55' 118.46' u I 1 A
t N Y'
rt1I �
1
a 1
o� 1
1
V 139.91', N52°58'01 "W -y-1 _ N�
9.72' 9of
S37°01'59"W o 1
VAR. WIDTH UTILITY 20.00' $ t
-EASEMENT FOR ACSA VAR. WIDTH WALL - �T
& MAINTENANCE pi
EASEMENT g
PARCEL A
W/ OPEN SPACE
48,489 SF
1.113 AC.
(WALL ESMT. A-B)
N54°0250"W
63.51' n
O
3
O -
Z
U3 >M
Adz
D�rn
�MM
A � Z
O D
O
O
1
1
N172956"W 1
16.51'�
TIE WALL ESMT.
AT 24.48" FROM
NE COR. OPEN
SPACER
28.12'
S32 21'04 "W
42.91'
XC1 BERKMAR DRNE
STATE RTE' 1403 " -
1 PUBLICG
DB 25 _
1446, P -
= DB. 1439, PG. 196
N
PLAT OF
TMP 45-68
SUBDIVISION
SANDRA P. AMATO, CHRISTISTOPHER 8. GLEASON
& HUNTER WWOOD, TRUSTEES �Da TH OFF VICTORIAN HEIGHTS
O8. 5376, PG. 608
J��
BEING
p
f
TAX MAP PARCELS 45-68C2 & 45-68E
THIS SHEET
o
�
PROPOSED EASEMENTS
UJOSEPH
S
C. MEDLEY
IN THE
RIO MAGISTERIAL DISTRICT
(ACSA, RWSA, WALL)
Lie.
No.3385
03-01-23
ALBEMARLE COUNTY, VIRGINIA
SCALE 1 "=30'
��D
RIO Albemarle County, VA
SUR.v�
DATE: July 13, 2022 SCALE: 1" = 30'
0 30' 60'
SHEETS OF 9 I.N.: 49475
DRAWN BY: JCM CHECK BY: JCM
Last Revised: March 7, 2023
d
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LINE TABLE
LINE
BEARING
LENGTH
Al
N394724"W
30. 12'
A2
N49°12'17E
18. 11'
A3
N57°16'35°E
41. 10'
A4
N48°1342 E
102.74'
A5
N42°4532 E
220.91'
A6
N49°3840"W
4533'
A7
S49°38'40 E
43.93'
A8
N39 22'08 E
> 13.96'
A9
S60°1749 E
28.40'
A10
53922'08"W
118.73'
A11
54245'32"W
229.73'
Al2
S48°1342"W
102.74'
A13
S57°16'35"W
41. f0'
A14
S49°12'17"W
18. 11'
A15
S39°4T24 E
30.12'
A16
S53 2975E
11.58'
A17
N74°06'53 E
9.09'
A18
N38°0245"W
53.99'
A19
S74 °O6'S3"W
2554'
LINE TABLE
LINE
BEARING
LENGTH
L 1
N42°4532 E
12.03'
L2
N17°54'10"W
6.96'
L3
N74 °O6'S3"E
9.09'
ACCESS EASEMENT LINE & CURVE TABLES
LOTS, LINE & CURVE TABLES
T
8 _O
o c
E C
o L
w v E V
f N y Qi
>; ~
ou
w `o2
ao ��
doN v
z z 5: +'
> > x V
3aox 7
�N mLL ice+
IA
aN R
F Eo w
^ C
c
a
in -
J
r �
Y
c
d
v
o a1
w
o'
� Y
w v
4 E
a
z O
o y
>
> V
O
o y
a+
••
•
DRAINAGE EASEMENT LINE TABLE •
DRAINAGE EASEMENT CURVE TABLE am
O
PLAT OF O
SUBDIVISION
�D,S,TH OFF VICTORIAN HEIGHTS
p 11Q� BEING
TAX MAP PARCELS 45-68C2 & 45-68E
IN THE
IN
C. MEDLEYS RIO MAGISTERIAL DISTRICT
Lic. No.3385
03-01-23 ALBEMARLE COUNTY, VIRGINIA -
RIo Albemarle County, VA
��� S�]�i�'O DATE: July 13, 2022 SCALE: NA
SHEET 9 OF 9 J.N.: 49475
DRAWN BY: JCM CHECK BY: JCM
Last Revised: March 7, 2023
LINE TABLE
LINE
BEARING
LENGTH
DI
N49 2547"W
6. 10'
D2
S84°0846"W
1713'
D3
S40°34'13"W
2.99'
D4
N53 2975"W
520'
OS
N85°3649 E
6.62'
O6
N40°34'13 E
11.52'
D7
54925'47 E
38.66'
D8
N47°5044 E
4. 10'
D9
S47°5044"W
138.80'
D10
N492547"W
63.37'
O11
N40°34'13 E
83.20'
O12
S45°5148"W
51.47'
D13
S40°34'13"W
4.41'
O14
S85°3649"W
4972'
O15
N42 4138"W
28.43'
O16
N38°02%15"W
87.38'
O17
N41 °3171 E
49.80'
O18
N46°4635 E
133.91'
O19
N40°3776"W
9236'
D20
N40°3776"W
4.45'
D21
S40°3726"E
4. 18'
D22
S40°3726"E
111.6T
D23
S46°46'55"W
152. 10'
D24
S41 °3171 "W
31.19'
D25
S37 2336"E
50.55'
D26
S42°4138 E
3718'
D27
N85°36'49 E
2513'
D28
N49 2546"W
500'
D29
N40°07'09 E
26.42'
D30
N52°35'35 E
102.00'
D31
N47°47'07 E
4215'
D32
N89 4100"W
1549'
D33
S41°3748"W
4568'
LINE
BEARING
LENGTH
D34
S47°3945"W
57.43'
D35
N38°4T23"E
49.56'
D36
N9 4233"W
19.69'
D37
N40°4045"E
209'
D38
N72°02'S6'E
12.90'
D39
S65°3056 E
1740'
D40
N24 29'04'E
f0.00'
D41
N65°3056"W
12.49'
D42
N42°15'12 E
86. f0'
D43
S53°18'12 E
9.33'
D44
N36°4148 E
f0.00'
D45
N53°18'12"W
8.24'
D46
N43°3047'E
61.69'
D47
N46 29'13"W
10.00'
D48
S93°30%l7"W
67.38'
D49
S42°15'12"W
41.41'
O50
N40°4045'E
71.53'
D51
N40°4045'E
128.53'
D52
N47°11'12"W
0.77'
O53
S62 2272"W
9.42'
D54
S35°5079"W
34.63'
O55
S48°>8'12 E
13.75'
D56
S38°OTOI"W
4750'
O57
N52°0044"W
13.25'
D58
S37°59'16"W
f0.00'
O59
S52°02'55 E
11.7T
O60
S37°0239"W
21.64'
D61
N46 2438"W
9. 15'
D62
S43°3572"W
f0.00'
D63
5462438E
f0.24'
O64
53743'f0"W
60.02'
D65
S52°i6'50 E
764'
O66
N38°01'08"E
6500'
LINE
BEARING
LENGTH
D67
N38°O1'08 E
93.76'
O68
N49°19'S4"W
14.09'
D69
N35°5079 E
23.24'
D70
5622272"W
f0.61'
D71
N47°1 i'12"W
71.30'
D72
N37°0579 E
182.71'
D73
N52°5431 "W
20.00'
D74
S37°0579"W
17709'
D75
N31 2874"W
3Z 11'
D76
N31°3851 E
2720'
D77
N58°2109"W
20.00'
D78
S31 °38'S1 "W
21.70'
D79
N49°38%l0"W
23.31'
D80
N18°5853 E
43.62'
D81
S45 24 42"E
6. 16'
D82
N44°35'18 E
>0.00'
D83
N45°2442"W
9.46'
D89
N40°4970 E
17.07'
D85
N49°0032"W
784'
D86
N40°5978 E
6580'
D87
S49°0032E
765'
D88
S37°56'07"W
69. 18'
D89
N49 4673"W
>0.88'
D90
N50°i2'47E
6.84'
D91
N37 22'S1 E
63.34'
D92
N42 29'55 E
78.97'
D93
S47°3005"E
f0.44'
D94
5494673E
37 18'
D95
5312874E
60.87'
D96
S47°11'12"E
7281'
D97
S40°40'07"W
11.34'
D98
S40°4045"W
180. 15'
D99
S40°4041"W
1.84'
LINE
BEARING
LENGTH
Of00
S9 42'33 E
3.04'
Of01
S9 42'33 E
f0.65'
Of02
S9 42'33 E
6.40'
0103
S38°4T23"W
71.12'
0f04
S38 4773"W
4.04'
0105
S55°O6'S4"W
51.23'
Of06
S55°0634"W
84.45'
0107
N49 2547"W
6.25'
0108
N47°50'54 E
>43.98'
0109
N42°0906"W
9.00'
O1 f0
S47°5044"W
283.41'
Of l f
S42°04'12 E
3.85'
Di12
N36°3336"W
f0.26'
0113
N42°48'15"E
178. 18'
O i 14
S46 26'S4 E
3.41'
D115
S60°1249"W
14.60'
O116
N29°47'11"W
f0.00'
0117
N60°1249'E
18.26'
0118
N39°33'16"W
4.65'
0119
N50°26'44 E
4734'
D 120
N4°12'12 E
23.66'
0121
S85°4T48 E
f0.00'
0122
S4°12'12"W
23.32'
0123
S48°32'O1 E
1.35'
0124
S40°1572 E
721'
0125
N49°4438'E
156.73'
D>26
N12°0547'E
529'
0127
S85°12'S4 E
21.66'
0128
N46°48'04'E
129.95'
0129
N43°1136"W
f0.00'
0130
S96 48'04"W
12550'
D131
N85°12'S4"W
13. 18'
D132
S99°3449"W
9.95'
CURVE TABLE
CURVE
RAD/US
LENGTH
TANGENT
DELTA
CHORD BEARING
CHORD
C2
24.00'
1205'
6.>6'
28°4631"
N67°5240"W
11.93'
C3
199.00'
27.82'
13.93'
8°0037"
N49 2907"W
2780'
C4
486.00'
26.49'
13.25'
3°OT24"
N43°55'O6"W
26.49'
C5
5>4.00'
21.44'
f0.72'
2 2374"
N43°59'S7 E
2>.44'
C6
986.00'
4.40'
220'
0°3106"
S43°O1'OS"W
4.40'
C7
1240.50'
170.40'
8534'
7°52'14"
N45°38'42E
170.27'
C8
1234.50'
1560'
780'
0°4377"
N41°if'03E
1560'
C9
300.00'
3523'
17.64'
64344"
S36°00'16"W
3521'
C10
250.00'
44.35'
2223'
f0°09'S1"
S37°4370"W
44.29'
C11
500.00'
33.86'
16.93'
3°52'47"
S46°17'19"W
33.85'
C12
300.00'
4738'
23.74'
9°OZ'S4"
S52°45'09"W
47.33'
C13
300.00'
4226'
21. 17'
8°04'18"
S53°1476"W
4223'
C14
56.00'
S0.1T
26.91'
S1°19'S7"
S23°32'19"W
48.51'
C15
1240.50'
9.79'
4.89'
0 2707"
N49 21'15 E
9.79'
C16
500.00'
1734'
8.6T
1°59'15"
S45°20'33"W
17.34'
C17
500.00'
16.51'
8.26'
1°5332"
S47°f6'S6"W
16.51'
C18
300.00'
0.77'
0.38'
0°0849"
S48°18'07"W
0.77'
C19
300.00'
31.04'
15.53'
S°55'38"
5512070"W
31.02'
C20
300.00'
15.57'
779'
2°5876"
S55°4773"W
1557'
C21
300.00'
>4.94'
747'
2°51'13"
S55°50'S9"W
14.94'
C22
300.00'
20.04'
f0.02'
3 4936"
S52°30'34"W
20.03'
C23
300.00'
728'
3.64'
1 2379"
S49°54'01 "W
7.28'
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
CHORD BEARING
CHORD
C24
56.00'
f0.69'
S36'
10°56'19"
S43°4408"W
10.67'
C25
56.00'
9.30'
4.66'
9°30%13"
S33°30'37"W
9.29'
C26
56.00'
14.22'
715'
14°3248"
S212832"W
14. 18'
C27
56.00'
>597'
8.04'
1620'07"
S6°0274"W
1591'
C28
1240.50'
6237'
31. 19'
2°52'S1"
N47°41'16 E
6237'
C29
300.00'
786'
3.93'
1 °30'04"
S38°37'07"W
786'
C30
300.00'
2737'
13.70'
S°13%10"
S35°15'15"W
2736'
C31
250.00'
14.23'
712'
3°15'38"
S34°f6'14"W
14.22'
C32
250.00'
30. 12'
15.08'
6°54'13"
S39 21'09"W
30. f0'
C33
1240.50'
2703'
13.52'
1°1435"
N45°3773E
2703'
C34
1240.50'
20.05'
f0.03'
0°55'34"
N44°32'08 E
20.05'
C35
1240.50'
1599'
799'
0 44'18"
N43°42'12 E
1599'
C36
1240.50'
>599'
799'
044'18"
N42°5754'E
1599'
C37
1240.50'
1599'
799'
0°44'18"
N42°13'35"E
1599'
C38
1240.50'
3.20'
1.60'
0°0852"
N41°47'01'E
3.20'
C39
1239.50'
9.39'
4.69'
0 26'08"
N41 °1942 E
9.39'
C40
1234.50'
6.21'
3.11'
0°1T18"
N40°5759E
6.21'
C41
2760.65'
26.32'
1316'
0°32'47"
S41 °39'15"W
26.32'
C42
514.00'
61. 18'
30.63'
649'>1"
S43°12'OOE
61. 14'
C43
299.50'
>8.88'
9.44'
3°36'43"
N44 48'13"W
18.88'
C44
201.00'
21.64'
f0.83'
6°f0'08"
S46°0436 E
21.63'
C45
24.00'
6.70'
3.37'
15°59'31"
N41°f0'14"W
6.68'
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
CHORDBEARING
CHORD
DCf
2760.66'
111.22'
S562'
2°18'30"
N40°1337E
111.21'
OC2
199.00'
19.51'
9.76'
S°3T03"
N50 40'S4"W
19.50'
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
CHORD BEARING
CHORD
ACf
24.00'
6.70'
3.3T
15°5931"
N41°f0'14"W
6.68'
AC2
201.00'
21.69'
f0.83'
6°f0'08"
N46°0456"W
21.63'
AC3
299.50'
18.88'
9.44'
3°3643"
N44°48'13"W
18.88'
AC4
514.00'
61. 18'
30.63'
6°49'11"
N43°>2'00"W
61. 14'
ACS
70.00'
f08.73'
68.78'
88°5941"
N4 4276E
98. 12'
AC6
286.00'
4517'
22.63'
9°0254"
N52 45'09"E
4512'
AC7
486.00'
46.39'
23.21'
S°28'f0"
N45 2937E
46.38'
AC8
22.00'
3548'
22.95'
92 25'17"
N3 26'34"W
31.76'
AC9
22. 12'
13. 11'
6.76'
33°5802"
N66°4373"W
12.92'
AC10
21.98'
13.47'
6.96'
35°OT40"
S32°05'S8 E
13.26'
ACfI
19.00'
31.01'
20.20'
932936"
N83°35'S2"E
2768'
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'
f0°0931"
S37°9370"W
46.77'
AC15
514.00'
48.66'
24.35'
S2577"
S45°3058"W
48.64'
ACf6
314.00'
49.59'
29.85'
9°02'S4"
S52°95'09"W
49.54'
AC17
286.00'
40.29'
20. 18'
8°04'18"
S53°1426"W
40.26'
AC18
42.00'
6524'
41.27'
88°5941"
544276"W
58.87'
AC19
486.00'
48.26'
24. 15'
S°4174"
S42°38'O6 E
48.24'
AC20
199.00'
2782'
13.93'
8°00'37"
S49 29'07"E
2780'
AC21
24.00'
12.05'
6.16'
28 4631"
S67°5240 E
11.93'
AC22
70.00'
49.35'
25.75'
40 23%l5"
S19°35'31 E
48.34'