HomeMy WebLinkAboutSUB202100005 Plat - Revision 2021-02-25SUBDIVISION PLAT
TIMBERWOOD SQUARE
TAX MAP 4664, PARCELS 7, 7A9 7B & 7C
RIVANNA DISTRICT,
ALBEMARLE COUNTY, VIRGINIA
ELEMENTARY
VICINITY MAP
SCALE: 1"=2000'
AREA CALCULATIONS
ORIGINAL TMP 46B4-7 158,355 ST (3.635 AC)
LOTS 117,424 SF (2.695 AC)
RIGHT-OF-WAY 18,815 SF (0.432 AC)
TOT LOT 3,311 SF (0.076 AC)
OPEN SPACE 18,805 SF (0.432 AC)
TOTAL 158,355 SF 3.635 AC
TMP
46B4-7A
11,954 ST (0.274 AC)
UNCHANGED
TMP
46B4-7B
53,392 ST (1.226 AC)
UNCHANGED
TMP
46B4-7C
31,829 ST (0.731 AC)
UNCHANGED
STATEMENT OF CONSENT TO DIVISION
AGENT FOR THE BOARD OF SUPERVISORS DATE
SHEET INDEX
V1 - COVER SHEET
V2 - EXISTING BOUNDARY
V3 - EXISTING ACCESS AND LUMOS COMMUNICATION EASEMENT
V4 - EXISTING/NEW ACSA WATER AND SANITARY SEWER EASEMENTS
V5 - EXISTING STORM AND DRAINAGE EASEMENT
V6 - EXISTING LANDSCAPE, PARKING AND TRAIL EASEMENT
V7 - SUBDIVISION OF LOTS
SURVEYOR'S STATEMENT
I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF,
ALL REQUIREMENTS OF THE BOARD OF SUPERVISORS AND ORDINANCES OF
ALBEMARLE COUNTY, VA REGARDING THE PLATTING OF SUBDIVISIONS
WITHIN THE COUNTY HAVE BEEN MET.
STATEMENT OF TITLE
TMP 4664-7 WAS OBTAINED BY HIGHLIFE TOWNHOMES, INC AS RECORDED
IN DEED BOOK 4522 PAGE 220.
TMP 4664-7A WAS OBTAINED BY HIGHLIFE OFFICE, INC AS RECORDED IN
DEED BOOK 4522 PAGE 210.
TMP 4664-7B WAS OBTAINED BY HIGHLIFE TOWNHOMES, INC AS RECORDED
IN DEED BOOK 4522 PAGE 220.
TMP 7684-7C WAS OBTAINED BY HIGHLIFE, LLC AS RECORDED IN DEED
BOOK 2775 PAGE 734.
PLAT IN DEED BOOK 4980 PAGE 395.
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND,
KNOWN AS TAX MAP 46B4 PARCEL 7C, ACCORDING TO COUNTY
RECORDS, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE
DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES,
IF ANY.
HIGHLIFE, LLC.
307 W. RIO ROAD
CHARLOTTESVILLE, VA 22901
COMMONWEALTH OF VIRGINIA -
COUNTY OF ALBEMARLE
TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS __ DAY OF ___----- _ 20___.
SIGNATURE OF NOTARY PUBLIC
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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. SITE PLAN SDP201800087 PREPARED BY ROUDABUSH, GALE & ASSOCIATES, INC HAS BEEN USED IN THE CREATION
OF THIS THIS PLAT.
3. THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE ON FEBRUARY 4, 2016 USING MONUMENTS
FOUND TO EXIST AT THE TIME OF THE SURVEY.
4. THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AREA DETERMINED TO BE OUTSIDE 0.2% ANNUAL CHANCE FLOOD
PLAIN AS SHOWN ON FEMA MAP NO 51003CO145D, 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.
5. THESE PARCELS DO NOT LIE WITHIN AN AGRICULTURAL/FORESTAL DISTRICT.
6. THESE PARCELS ARE LOCATED IN THE POWELL CREEK WATERSHED. THESE PARCELS ARE NOT WITHIN A WATER
SUPPLY PROTECTION AREA.
7. SUBJECT PROPERTY DOES NOT LIE WITHIN THE DAM BREAK INUNDATION ZONE.
8. EACH PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING
ORDINANCE.
9. NEW PROPERTY CORNERS SHALL BE MONUMENTED WITH IRON RODS UNLESS OTHERWISE NOTED.
10. THESE PARCELS ARE SERVED BY PUBLIC WATER AND PUBLIC SANITARY SEWER.
11. THIS PLAT DOES NOT ADDRESS THE EXISTENCE, DETECTION, OR DELINEATION OF ANY ENVIRONMENTALLY SENSITIVE
AREAS OR ANY ENVIRONMENTAL PROBLEMS LOCATED WITHIN THE PERIMETER OF THE PROPERTY SHOWN.
12. THESE PARCELS ARE ZONED R15 RESIDENTIAL, AIRPORT IMPACT AREA & STEEP SLOPES, MANAGED. SP199400016 &
SP200800052 ARE ALSO APPLICABLE TO THIS AREA.
13. SETBACK REQUIREMENTS FOR RESIDENTIAL PER ALBEMARLE ZONING CODE 18-4.19, FOR NEW SUBDIVIDED LOTS.
FRONT - 5 FT MIN (18 FT MIN FROM R/W OR EDGE OF SW TO GARAGE) AND 25 FT MAX
SIDE - 5 FT MIN
REAR - 20 FT MIN
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 FIVE FEET FROM ANY ANY SIDE LOT LINE AND NO CLOSER THAN SIX FEET TO ANY LOT LINE.
14. SETBACK REQUIREMENTS FOR COMMERCIAL PER ALBEMARLE ZONING CODE 18-4.20, FOR TMP 4664-7A, TMP
46B4-7B AND TMP 46B4-7C PER SP199400016.
FRONT - 10 FT MIN AND 30 FT MAX FROM R/W OR THE EXTERIOR OF THE SW IF THE SW IS OUTSIDE THE R/W
SIDE - 50 FT IF THE ABUTTING LOT IS ZONED RESIDENTIAL
REAR - 50 FT IF THE ABUTTING LOT IS ZONED RESIDENTIAL
15. PRIVATE EASEMENTS SHALL BE OWNED AND MAINTAINED BY A HOMEOWNERS ASSOCIATION.
16. OPEN SPACE A, B AND C AS WELL AS THE TOT LOT SHALL BE OWNED AND MAINTAINED BY A HOMEOWNERS
ASSOCIATION.
17. STORM WATER MANAGEMENT/BMP FACILITIES MAINTENANCE AGREEMENT AT DB 1940 PG 258 ON ADJOINING PARCEL
TMP 4664-A AND ALSO STORM WATER MANAGEMENT/BMP FACILITIES MAINTENANCE AGREEMENT AT DB 5215 PG 175.
18. ALL ACSA SEWER AND WATER EASEMENTS ARE TO BE CENTERED ON AS -BUILT LOCATIONS.
19. NO EVIDENCE OF HUMAN BURIAL SITES AT TIME OF FIELD SURVEY.
20. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4
FEET REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALL REQUIRE INSPECTIONS AS OUTLINED IN THE USBC.
21. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE LOCATED ON PRIVATE
PROPERTY MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.
22. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE
NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BLACKWATER VALVE
INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH
FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE
NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BLACKWATER VALVE.
23. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS.
���i�Yx,�lx�l�il�dil►`L►Y�1���(il�)116Y(il►`I
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND,
KNOWN AS TAX MAP 4664 PARCEL 7A, ACCORDING TO COUNTY
RECORDS, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE
DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES,
IF ANY.
HIGHLIFE OFFICE, INC.
307 W. RIO ROAD
CHARLOTTESVILLE, VA 22901
COMMONWEALTH OF VIRGINIA -
COUNTY OF ALBEMARLE
TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS ___ DAY OF 20_.
SIGNATURE OF NOTARY PUBLIC
STATEMENT OF CONSENT TO DIVISION
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND,
KNOWN AS TAX MAP 4684 PARCELS 7 AND 78, ACCORDING TO
COUNTY RECORDS, IS WITH THE FREE CONSENT AND IN ACCORDANCE
WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND
TRUSTEES, IF ANY.
HIGHLIFE TOWNHOMES, INC.
307 W. RIO ROAD
CHARLOTTESVILLE, VA 22901
COMMONWEALTH OF VIRGINIA -
COUNTY OF ALBEMARLE
TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS __ DAY OF 20__.
SIGNATURE OF NOTARY PUBLIC
PREPARED BY: WILLIAM W WHITE
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DATE:
12-11-2020
REV:
02-10-2021
REV:
REV:
REV:
SCALE:
N/A
JOB:
13.0124
FILE:
CIVIL PROJ
SHEET: Vi OF 07
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SCALE: 1"=50'
BOUNDARY CURVE TABLE
Cu
DATE:
12-11-2020
REV:
02-10-2021
REV:
REV:
REV:
SCALE:
1 "=50'
JOB:
13.0124
FILE:
CIVIL PROJ
SHEET:
L:\Projects\Civil Projects\2013\13.0124\SURVEY\DWG\SUBDIVISION\13.0124-SUBD - 20210204 [1].dwg
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COMMON AREA PARCEL C
DATE:
12-11-2020
L:\Projects\Civil Projects\2013\13.0124\SURVEY\DWG\SUBDIVISION\13.0124-SUBD - 20210204 [1].dwg
74
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NOTES
*ALL ACSA AND PRIVATE CONNECTIONS OF SEWER AND WATER
EASEMENTS ARE TO BE CENTERED ON AS -BUILT LOCATIONS
(SEE NOTE 18)
20' WATERLINE
EASEMENT —
DB 2775 PG 734
SPRINKLER LINE
EASEMENT
DB 1548 PG 298
/
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N/F FOREST LAKES
COMMUNITY ASSOCIATION INC.
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WORTH CROSSING
70' PUBLIC R/W
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EASEMENT
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SEWER EASEMENT
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20' ACSA SEWER
EASEMENT —
DB 5427 PG 181
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EASEMENT
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1
20' SANITARY
SEWER EASEMENT
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DB 1071 PG 493
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LATERAL EASEMENT
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DATE:
12-11-2020
REV:
02-10-2021
REV:
REV:
REV:
SCALE:
1 "=50'
JOB:
13.0124
FILE:
CIVIL PROJ
SHEET: V40F 07
L:\Projects\Civil Projects\2013\13.0124\SURVEY\DWG\SUBDIVISION\13.0124-SUBD - 20210204 [1].dwg
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PUBLIC STORMWATER 20' STORM SEWER N/F FOREST LAKES COMMUNITY
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DB 5230 PG 291 COMMON AREA PARCEL C
DATE:
12-11-2020
L:\Projects\Civil Projects\2013\13.0124\SURVEY\DWG\SUBDIVISION\13.0124-SUBD - 20210204 [1].dwg
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COMMUNITY ASSOCIATION INC. - -- E- z
DB 2891 PC 507 \
TMP 46B4-A W
VARIABLE WIDTH N/F FOREST LAKES COMMUNITY
ASSOCIATION INC.
TRAIL EASEMENT
TRAIL
FOREST LAKES PH. 1
5427181
COMMON AREA PARCEL C
DB 1304 PC 346
I
DATE:
12-11-2020
REV:
02-10-2021
REV:
REV:
REV:
SCALE:
1 "=50'
JOB:
13.0124
FILE:
CIVIL P(RO�J
SHEET: � v,/OF 07
L:\Projects\Civil Projects\2013\13.0124\SURVEY\DWG\SUBDIVISION\13.0124-SUBD - 20210204 [1].dwg
74
i/
BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
Cl
43.72'
2229.54'
1'07'25"
21.86'
43.72'
N 10'48'02" W
C2
49.70'
35.00'
81'21'37"
30.08'
45.63'
N 30'26'29" E
C3
244.21'
497.21'
28'08'30"
124.62'
241.76'
N 57'03'03" E
C4
18.38'
218.50'
4*49'10"
9.20'
18.37'
S 58'4447" W
C5
64.02'
36.14'
101'28'49"
44.22'
55.97'
S 2117'05' W
C6
3.88'
10.00'
2214'46"
1.97'
3.86'
S 1819'56" E
C7
7.72'
5.00'
88'26'50"
4.87'
6.97'
S 37'00'51" W
C8
33.07'
70.81'
26'45'37"
16.84'
32.77'
S 6521'59" W
C9
17.62'
20.45'
49'21'38"
9.40'
17.08'
N 80'31'43" W
NOTES
FOR SETBACK REQUIREMENTS FOR SUBDIVIDED LOTS SEE NOTE 13
ON SHEET V1.
FOR SETBACK REQUIREMENTS FOR TMP 4684-7A, TMP 4684-76
AND TMP 46B4-7C SEE NOTE 14 ON SHEET V1.
LEGEND
BSL BUILDING SETBACK LINE
V, /
4 4) � 5 /
WORTH CROSSING
70' PUBLIC R/W
SR 1722
DB 1457 PC 88
L_79.32' -C3(T)
_ L=81.07'
_,
0 -
// m I
I
/ I
Io
wry/ l TMP 46B4-7C III
0.731 AC
31,829 SF
/ / I
/ I
/1:b / S81'14'16"W oh
12.84' N29'27'19"W
2.45' I,
/ LAND ON LANE
PRIVATE
N0712'33"W
p �o0 5 0� 3' // / f?' ha' 6.12' I
S
4 OR, s�^ o'/ / TMP 46B4-7A _ I
0.274 AC f TMP 46B4 7B
11,954 SF 1.226 AC
LOTS LANE
/ S78'44'47"w ^^ �o�' 53,392 SF PRIVATE
Og / 33.40'
/---------------- 6.52-1u
- - - 40.10'- 50' BSL S37'58'25"E
C8 S51'59'11"W 46.42'(T)----<
�- S52'56'42"W
33.84'�
lTMP 46B3-B \
N/F FOREST LAKES
COMMUNITY ASSOCIATION INC.
DB 2891 PC 507
'58'43"W 274.98'
�- TMP 46B4-Bi
N/F FOREST LAKES COMMUNITY
ASSOCIATION INC.
DB 1879 PC 157
BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C10
54.74'
188.02'
16'40'50"
27.56'
54.54'
N 4335'32" E
C11
61.72'
212.00'
16'40'50"
31.08'
61.50'
S 43'35'29" W
C12
45.35'
188.00'
13'49'18"
22.79'
45.24'
S 45'01'150 W
C13
37.03'
25.D0'
84*52'16"
22.86'
33.74'
S 0419'31" E
C14
31.86'
210.00'
8'41'33"
15.96'
31.83'
N 42'24'53" W
C15
121.48'
116.00'
60'00'14"
66.98'
116.01'
N 08'03'59" W
C16
27.57'
124.00'
12*4220
13.84'
27.51'
N 2818'180 E
C17
88.11'
124.00'
40'42'44"
46.01'
86.27'
N 55'01'51" E
C18
60.21'
188.00'
18'20'58"
30.36'
59.95'
S 6612'44" W
C19
32.44'
211.98'
846'07"
16.25'
32.41'
N 47'32'48" E
C20
40.09'
25.00'
91'52'40"
25.83'
35.93'
N 89'50'31" E
C21
20.40'
190.00'
6'09'02"
10.21'
20.39'
N 41'08'37" W
C22
198.02'
100.00'
113'27"9"
152.40'
167.21'
S 18'39'34" W
C23
70.D0'
212.00'
18'55'05"
1 35.32'
1 69.68'
S 65'55'41' W
1
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�C23
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& POWER COMPANY
DB 844 PG 731
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A N a o ry
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13Q0p, 0j'1gg , , N/F FOREST LAKES COMMUNITY
iTJ 4 rn N ASSOCIATION INC.
51410'00"E FOREST LAKES PH. 1
10.00' N COMMON AREA PARCEL C
N65'05'04"W DB 1304 PC 346
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DATE:
12-11-2020
REV:
02-10-2021
REV:
REV:
REV:
SCALE:
1 "=50'
JOB:
13.0124
FILE:
CIVIL PROJ
SHEET: 7 OF 07
L:\Projects\Civil Projects\2013\13.0124\SURVEY\DWG\SUBDIVISION\13.0124-SUBD - 20210204 [1].dwg