HomeMy WebLinkAboutSUB202200095 Easements 2022-05-16i
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VICINITY MAP
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Vl COVER SHEET
V2 EXISTING CONDITIONS
V3 UTILITY EASEMENTS
V4 PRIVATE ACCESS, DRAINAGE AND SWM EASEMENTS
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AGENT FOR THE BOARD OF SUPERVISORS DATE
STATEMENT OF CONSENT - TMP 46-19B6
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND,
KNOWN AS TAX MAP 46, PARCEL 19B6, IS WITH THE FREE CONSENT
AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS,
PROPRIETORS AND TRUSTEES, IF ANY.
RBD MULTI -FAMILY HOLDINGS II, LLC AGENT REPRESENTATIVE
COMMONWEALTH OF VIRGINIA
COUNTY/CITY OF
TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
Im
THIS ____ DAY OF 20___.
NO
MY COMMISSION EXPIRES:
STATEMENT OF CONSENT TMP 46-18A1
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND,
KNOWN AS TAX MAP 46, PARCEL 18A1, IS WITH THE FREE CONSENT
AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS,
PROPRIETORS AND TRUSTEES, IF ANY.
BROOKHILL TOWN CENTER LLC AGENT REPRESENTATIVE
COMMONWEALTH OF VIRGINIA
COUNTY/CITY OF
TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
THIS ___ DAY OF 20__.
MY COMMISSION EXPIRES:
NOTES:
1. THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT THEREFORE NECESSARILY INDICATE ALL ENCUMBRANCES ON THE
PROPERTY SHOWN HEREON.
2. ALL DEED AND PLAT REFERENCES SHOWN ARE RECORDED IN THE OFFICE OF THE ALBEMARLE COUNTY CIRCUIT COURT CLERK.
3. FOR ALL PARCELS SHOWN HEREON, THIS PLAT HAS BEEN PREPARED FROM ACTUAL FIELD SURVEYS, USING MONUMENTS FOUND TO EXIST AT THE TIME OF
SURVEY, THERE ARE NO VISIBLE EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN, SUBJECT TO NOTE 1.
4. THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AND DOES NOT FALL WITHIN FLOOD HAZARD ZONE "A" FOR A 100 YEAR FLOOD AS SHOWN ON FEMA
MAP NO 51003CO280D, EFFECTIVE DATE FEBRUARY 4, 2005, EXCEPT FOR AREAS AS SHOWN HEREON SHEET V2. THIS DETERMINATION HAS BEEN MADE BY
GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT.
5. TMP 46-18A1 AND TMP 46-1966 ARE ZONED NEIGHBORHOOD MODEL DISTRICT (NMD) AND ARE SUBJECT TO THE CODE OF DEVELOPMENT OF ZMA201500007,
THE PROFFERS OF ZMA201800011, AND SP201500025.
6. PER GIS AT THE TIME OF PLATTING, TMP 46-18A1 IS IN THE AIRPORT IMPACT AREA, ENTRANCE CORRIDOR, AND CONTAINS AREAS OF MANAGED AND
PRESERVED STEEP SLOPES.
7. PER GIS AT THE TIME OF PLATTING, TMP 46-1966 IS IN THE AIRPORT IMPACT AREA, ENTRANCE CORRIDOR, AND FLOOD HAZARD OVERLAY DISTRICTS, AND
CONTAINS AREAS OF PRESERVED STEEP SLOPES.
8. PER GIS INFORMATION AT THE TIME OF THIS PLAT, THE PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL -FORESTAL DISTRICT OR A WATER SUPPLY
WATER PROTECTION AREA.
9. NO EVIDENCE OF GRAVES OR BURIAL SITES ON THE SUBJECT PROPERTY WERE OBSERVED AT THE TIME OF SURVEY.
10. THE PRIVATE DRAINAGE EASEMENTS, PRIVATE SWM FACILITY EASEMENT, AND PRIVATE RIGHT OF WAY SHALL BE OWNED AND MAINTAINED BY THE
HOMEOWNERS ASSOCIATION.
11. UNLESS SPECIFICALLY DENOTED AS PUBLIC, THE STREETS AND OTHER REQUIRED IMPROVEMENTS IN THIS SUBDIVISION ARE 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 CONDITION AS ORIGINALLY
APPROVED BY THE COUNTY MAY CONSTITUTE A VIOLATION OF COUNTY ORDINANCE(S).
12. OWNERS AND SOURCES OF TITLE:
TMP 46-18A1 BROOKHILL TOWN CENTER, LLC
455 SECOND ST.
CHARLOTTESVLLE VA, 22902
TITLE: DB 5659 PG 394
PLAT: DB 5574 PG 512
TMP 46-19136 RBD MULTI -FAMILY HOLDINGS II, LLC
455 SECOND ST.
CHARLOTTESVLLE VA, 22902
TITLE: DB 5659 PG 389
PLAT. DB 5574 PG 512
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BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C1
132.64'
367.50'
20'40'48°
67.05'
131.92'
N 48'44'01" W
BOUNDARY LINE TABLE
Line
Direction
Length
L1
N 30'36'40" E
20.55'
TMP 46-18A1
N/F BROOKHILL TOWN CENTER, LLC ti6�10 I
DB 5659 PG 394
DB 5574 PF 512 5k1�6� 20.708 AC. TMP 46-19B9
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VARIABLE WIDTH 20' ACSA UTILITY EASEMENT
PRIVATE ACCESS AND DB 5441 PG 603
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DB 5447 PG 603
-- 170.97'---
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51'
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UTILITY EASEMENTS
Line
Direction
Length
UE1
S 68'06'40" W
167.81'
UE2
S 14'04'25" E
47.01'
UE3
S 59'04'25" E
143.24'
UE4
N 30'55'35" E
35.53'
UE5
N 30'55'35" E
187.13'
UE6
N 30'55'35" E
280.08'
UE7
N 59'04'26" W
269.08'
UE8
S 60'58'45" E
122.54'
UE9
N 70'54'03" E
101.36'
UE10
N 30'45'28" E
113.20'
UE11
N 31'00'45" E
232.12'
UE12
S 5914'32" E
135.79'
UE13
N 7554'37" E
50.55'
UE14
S 30'45'28" W
31.63'
UE15
N 77'38'28" E
19.68'
UE16
S 30'55'35" W
23.62'
UE17
N 59'04'25" W
352.41'
UE18
N 30'55'35" E
24.87'
UE19
S 30'55'35" W
19.02'
UE20
S 30'55'35" W
155.24'
UE21
S 14'04'25" E
52.93'
UE22
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30.90'
20' ACSA UTILITY EASEMENT
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DRAINAGE
EASEMENT
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SWM EASEMENTS
Line
Direction
Length
SWI
N 28'49'03" W
161.53'
SW2
S 59'04'25" E
62.71'
SW3
S 84'35'01" E
56.12'
SW4
N 2456'23" E
92.04'
SW5
S 44'40'54" E
54.85'
SW6
S 10'28'52" E
162.31'
SW7
S 28'45'41" W
105.29'
SW8
S 39'21'31" E
60.75'
SW9
S 30'55'35" W
150.00'
SWIG
N 59'04'25" W
218.06'
SW11
N 30'55'35" E
173.63'
ACCESS EASEMENTS
Line
Direction
Length
AE1
S 59'04'25" E
238.91'
AE2
N 59'04'25" W
238.91'
N
VARIABLE WIDTH
PRIVATE ACCESS AND
PARKING EASEMENT
DB 5447 PG 603
A j 1 170.97'
N59'04'25 364. 9'(T) DE5
(TIE)
TMP 46-19B5
N/F STANLEY MARTIN HOMES, LLC
DB�5371 PG 703
II
DRAINAGE EASEMENTS
Line
Direction
Length
DE1
N 0612'08" E
18.68'
DE2
S 6012'19° E
161.87'
DE3
N 07'58'56" E
21.89'
DE4
N 30'49'04" E
190.96'
DES
S 05'35'39" E
24.05'
DE6
N 29'31'18" E
49.50'
DE7
S 41'00'19" W
229.38'
DE8
N 32'42'57° E
207.26'
DE9
N 32'24'04° E
44.03'
DE10
N 30'58'22° E
44.17'
DE11
S 6856'15° E
257.83'
DE12
N 30'47'00° E
27.68'
DE13
N 49'27'57" W
98.86'
DE14
N 55'59'34° E
79.89'
DE15
N 31'20'27" E
13.30'
DE16
S 58'39'33" E
46.39'
DE17
S 80'23'25" E
163.38'
DE18
S 30'33'12" E
131.99'
DE19
S 49'27'16" W
111.74'
DE20
S 7835'24" W
47.46'
DE21
S 81'38'45" W
60.50'
DE22
N 49'48'37° W
155.44'
DE23
S 68'20'35" E
13.75'
LEGEND
IF IRON FOUND
S66°0
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TMP 46-18A1
N/F BROOKHILL TOWN CENTER, LLC
DB 5659 PG 394
DB 5574 PF 512
20.708 AC.
EASEMENT CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
EC1
84.82'
54.00'
90'00'00"
54.00'
76.37'
S 14'04'25" E
EC2
84.82'
54.00'
90'00'00"
54.00'
76.37'
S 75'55'35" W
NEW 20' PRIVATE
DRAINAGE EASEMENT
(CALLS TO CENTERLINE)
/ VARIABLE WIDTH PUBLIC
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