HomeMy WebLinkAboutSUB202100022 Easements 2021-02-08EASEMEN T PLA T
Tax MAP 45
paRCELs 84A, 85, 112FI dc
RIVANWOOD ,1 F BELL ESTATE
RIVERS END
LAKE HILLS Q
QWalmart Supercenter
o
v RIVANNA
CAR
WOODBURN WOODBROOK
.y Creek RIDGE CROSSINGS
Foundation CONDOS
RIVANNA RIDGE
SQUIRREL RIDGE GREENFIELDS
m WES
I RIDGE `<^ o° WOODBROOK
BERKMAR
BERKMAR F VICINITY MAP
FOUR SEASONS CENTER SCALE: 1"=2000'
COUNTY APPROVAL
AGENT FOR THE BOARD OF SUPERVISORS DATE
TAX MAP 45 PARCELS 84A, AND 85 WAS OBTAINED BY BERKMAR
DEVELOPMENT, LLC AS RECORDED IN DEED BOOK 5136 PAGE 15.
TAW MAP 45 PARCELS 112F1 AND 112F2 WAS OBTAINED BY
BERKMAR DEVELOPMENT, LLC AS RECORDED IN DEED BOOK 5129
PAGE 602 AND TO THE BEST OF MY KNOWLEDGE MEETS ALL THE
REQUIREMENTS REGARDING THE PLATTING OF SUBDIVISIONS.
STATEMENT OF CONSENT TO DIVISION
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED
LAND, KNOWN AS TAX MAP 45 PARCELS 84A, 85, 112F1 AND
112F2, ACCORDING TO COUNTY RECORDS, IS WITH THE FREE
CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE
UNDERSIGNED OWNERS, PROPRIETORS AND/OR TRUSTEES, IF
ANY.
BERKMAR DEVELOPMENT, LLC
2496 OLD IVY ROAD,
CHARLOTTESVILLE, VA 22903
COMMONWEALTH OF VIRGINIA -
CITY/COUNTY OF:
TO WIT. THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS __ DAY OF 20__.
SIGNATURE OF NOTARY PUBLIC
NOTES:
112F2
1. THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT
THEREFORE NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY.
2. FIELD WORK WAS COMPLETED ON 06-15-2018.
3. SUBJECT PARCELS ARE LOCATED IN ZONE "X" AS SHOWN ON FEMA MAP NO 51003CO280D,
EFFECTIVE DATE FEBRUARY 4, 2005. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC
METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT.
4. ZONING: R-6 RESIDENTIAL, CLUSTER DEVELOPMENT AND AIRPORT IMPACT AREA WITH NO
PROFFERS.
5. SETBACKS:
FRONT - 5 FEET MINIMUM (18 FEET MINIMUM FROM R/W OR EDGE OF SIDEWALK TO
GARAGE) AND 25 FEET MAXIMUM
SIDE - NONE MINIMUM, 10 FEET BUILDING SEPARATION
REAR - 20 FEET MINIMUM
NOTE: COVERED PORCHES, BALCONIES, CHIMNEY, EAVES AND THE LIKE 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.
6. SUBJECT PARCELS DO NOT LIE WITHIN AN AGRICULTURAL/FORESTAL DISTRICT.
7. SUBJECT PARCELS ARE LOCATED IN THE SOUTH FORK RIVANNA (ABOVE RESERVOIR)
WATERSHED. THESE PARCELS ARE WITHIN A WATER SUPPLY PROTECTION AREA.
8. SUBJECT PARCELS DO NOT LIE WITHIN THE DAM BREAK INUNDATION ZONE.
9. SUBJECT PARCELS DO NOT LIE WITHIN PRESERVED STEEP SLOPES. PARCELS 84A, 1121`1
AND 112F2 DO LIE WITHIN MANAGED STEEP SLOPES OVERLAY DISTRICT. PARCEL 85 DOES
NOT LIE WITHIN MANAGED STEEP SLOPE OVERLAY.
10. SUBJECT PARCELS DO NOT LIE WITHIN THE FLOOD HAZARD OVERLAY.
11. SUBJECT PARCELS ARE SERVED BY PUBLIC WATER AND PUBLIC SANITARY SEWER.
12. THERE WERE TWO OBSERVED PLACES OF BURIAL DURING THIS SURVEY. APPROXIMATE
LOCATIONS ARE SHOWN ON PLAT. PER VA CODE SECTION 57-27.1 PROPERTY OWNER MUST
ALLOW INGRESS AND EGRESS TO THE CEMETERY OR GRAVES BY (1) FAMILY MEMBERS AND
DESCENDANTS OF DECEASED PERSONS BURIED THERE; (11) ANY CEMETERY PLOT OWNER;
AND (III) ANY PERSON ENGAGING IN GENEALOGY RESEARCH, WHO HAS GIVEN REASONABLE
NOTICE TO THE OWNER OF RECORD OR TO THE OCCUPANT OF THE PROPERTY OR BOTH.
13. ALL PRIVATE EASEMENTS SHALL BE MAINTAINED BY THE FUTURE HOMEOWNERS ASSOCIATION
OF BERKMAR OVERLOOK.
14. PLAT PREPARED BY: WILLIAM W WHITE
SHEET INDEX
V1
COVER
V2
EXISTING BOUNDARY
AND
VACATED EASEMENTS
V3
RIGHT-OF-WAY CALL
AND
BOUNDARY INFORMATION
V4
ACSA SEWER/WATER
AND
SEWER LATERAL EASEMENTS
V5
DRAINAGE AND STORM WATER
MANAGEMENT EASEMENTS
V6
ACCESS, LANDSCAPE
AND
SIGHT EASEMENTS
V7
WALL EASEMENTS
LEGEND
IF IRON PIN FOUND
PF PIPE FOUND
MON MONUMENT
SWM STORM WATER MANAGEMENT
PI DE PRIVATE DRAINAGE EASEMENT
PU DE PUBLIC DRAINAGE EASEMENT
BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
Ci
293.31'
5767.52'
2'54'50"
146.69'
293.28'
S 3516'04" W
C2
36.58'
23.50'
8911'38°
23.17'
33.00'
N 10'52'49" W
C3
94.92'
224.00'
2416'42"
48.18'
94.21'
N 43'20'17" W
C4
110.82'
176.00'
36'04'39"
57.32'
109.00'
N 491415" W
C5
19.68'
13.00'
8645'29"
12.28'
17.86'
S 69'20'41" W
C6
6.27'
552.71'
0'39'00"
3.13'
6.27'
S 2617'26" W
C7
61.58'
276.00'
12'47'02"
30.92'
61.45'
N 35'49'09° E
C8
65.65'
324.00'
11'36'34"
32.94'
65.54'
N 3513'54" E
C9
54.60'
311.00'
10'03'35"
27.37'
54.53'
S 36'00'24" W
C10
64.08'
365.00'
10'03'35"
32.12'
64.00'
N 36'00'24" E
C11
21.31'
13.00'
93'54'21"
13.92'
19.00'
N 05'5459" W
C12
6.59'
476.00'
0'47'37"
3.30'
6.59'
N 5315'58" W
C13
55.72'
181.00'
17'38'20"
28.08'
55.50'
N 6228'57" W
C14
9.46'
175.00'
3'05'55"
4.73'
9.46'
S 7354'34" E
C15
30.52'
175.00'
959'29"
15.30'
30.48'
S 80'27'16° E
C16
8.32'
175.00'
2'43'26"
4.16'
8.32'
S 86'48'43" E
C17
25.32'
181.00'
8'00'52"
12.68'
25.30'
N 86'48'30" E
C18
15.77'
13.00'
69'30'44"
9.02'
14.82'
N 48'02'42" E
C19
312.40'
60.00'
29819'17"
35.82'
61.52'
S 17'33'02" E
C20
11.80'
13.00'
51'59'41°
6.34'
11.40'
S 74'23'14° E
C21
133.12'
229.00'
3318'26"
68.50'
131.26'
N 8343'52" W
C22
17.02'
13.02'
74'51'44"
9.97'
15.83'
S 7742'16" W
C23
42.37'
776.00'
3'07'43°
21.19'
42.37'
N 3756'16" E
C24
280.21'
224.00'
71'40'25"
161.77'
262.29'
S 7212'37" W
C25
19.93'
13.00'
8749'54"
12.52'
18.03'
S 64'07'52" W
C26
99.11'
1185.94'
4'47'18"
49.58'
99.08'
S 17'49'16" W
C27
98.05'
1233.94'
433'10°
49.05'
98.02'
S 17'59'19" W
C28
1.78'
552.71'
011'06"
0.89'
1.78'
S 18'22'22" W
C29
19.45'
13.00'
854429"
12.07'
17.69'
S 24'24'20° E
C30
141.05'
224.00'
36'04'40"
72.95'
138.73'
N 491415" W
C31
74.58'
176.00'
24'16'42"
37.86'
74.02'
S 43'20'17" E
C32
36.78'
23.50'
89'40'58"
23.37'
33.14'
N 79'40'53° E
C33
55.92'
276.00'
11'36'34"
28.06'
55.83'
S 3513'54" W
C34
19.80'
13.00'
8716'24"
12.40'
17.94'
S 84'40'20" W
C35
12.19'
524.00'
119'57"
6.09'
12.19'
N 5259'48" W
C36
21.31'
13.00'
93'54'01"
13.92'
19.00'
N 06'42'47" W
C37
55.97'
830.00'
3'51'49°
28.00'
55.96'
N 3818'19" E
C38
10.93'
170.00'
3'41'05"
5.47'
10.93'
N 3812'57" E
C39
199.37'
176.00'
64'54'13"
111.92'
188.88'
N 7339'11" E
C40
22.71'
13.00'
100'05'39"
15.52'
19.93'
S 23'50'53" E
C41
8.11'
176.00'
238'22"
4.05'
8.11'
S 27'48'30' W
C42
29.47'
170.00'
955'55"
14.77'
29.43'
S 371442" W
C43
37.24'
330.00'
6'27'58"
18.64'
37.22'
S 38'58'41" W
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FILE:
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SHEET: 1 OF 07
N5 ***EXISTING STORMWATER MANAGEMENT
TMP 45-84+ 82545'E EASEMENT AND EXISTING PUBLIC DRAINAGE
TMP 45-84A2+ 116.61' EASEMENT IS TO BE VACATED WITH THIS PLAT. �`3
N/F ALBEMARLE ~
SOCIETY FOR N58' '3�28 E OWNER OF SWM EASEMENT: ���
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BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
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Chord
Chord Bearing
C1
293.31'
5767.52'
2'54'50"
146.69'
293.28'
S 35'16'04" W
N:3921663.45
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VDOT /-E 11490979.34
SWM EASEMENT TO
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a+_ DB 4841 PC 138
N:3922101.13
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— EASEMENT
DB 2834 PG 1
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02-04-2021
REV:
REV:
REV:
REV:
SCALE:
1"=50'
JOB:
8710
FILE:
TMPROJ
SHEET: 2 OF 07
TMP 45 8 +4
TMP 45-84A2+
N/F ALBEMARLE
SOCIETY FOR THE
PREVENTION OF
CRUELTY TO
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REV:
REV:
REV:
REV:
SCALE:
1 "=50'
JOB:
8710
FILE:
TMPROJ
SHEET: • 3 OF 07
_ NEW ACSA
TMP 45-84+ WATER EASEMENT*
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VARIABLE WIDTH R/W
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DATE:
02-04-2021
REV:
REV:
REV:
REV:
SCALE:
1 "=50'
JOB:
8710
FILE:
TMPROJ
SHEET: V7 OF 07