HomeMy WebLinkAboutSUB202200008 Plat - Submittal (First) 2022-01-142.
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NOTES:
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.
ALL DEED AND PLAT REFERENCES SHOWN ARE RECORDED IN THE OFFICE OF THE ALBEMARLE COUNTY CIRCUIT COURT CLERK.
THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY USING MONUMENTS FOUND TO EXIST AT THE TIME OF
SURVEY, THERE ARE NO VISIBLE EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN, SUBJECT TO NOTE 1.
THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AND DOES NOT FALL WITHIN FLOOD HAZARD ZONE "AE" FOR A 100 YEAR
FLOOD AS SHOWN ON FEMA MAP NO 51003CO279D, EFFECTIVE DATE 2/4/2005, EXCEPT FOR AREAS SHOWN HERE ON SHEETS
V2 AND V3, PER ALBEMARLE COUNTY GIS. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY
HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT.
THE DEVELOPER RESERVES THE RIGHT TO CREATE, REVISE, RELOCATE OR VACATE ANY EASEMENT AS NECESSARY, SO LONG
AS THE PROPER AUTHORITY AGREES, REGARDLESS OF THE SALE OF ANY LOT.
THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION
ORDINANCE.
SUBJECT PARCEL IS ZONED NMD (NEIGHBORHOOD MODEL DISTRICT) AND R4 RESIDENTIAL AND IS PROFFERED (ZMA
200400007).
PER CURRENT GIS PROPERTY IS AFFECTED BY THE FOLLOWING: AIRPORT IMPACT AREA OVERLAY, DAM BREAK INNUNDATION
ZONE, FLOOD HAZARD OVERLAY, MANAGED STEEP SLOPES AND PRESERVED STEEP SLOPES.
PER CURRENT GIS, SUBJECT PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL / FORESTAL DISTRICT NOR DOES IT LIE
WITHIN A WATER SUPPLY PROTECTION AREA.
EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
THERE ARE NO KNOWN PLACES OF BURIAL ON THIS SITE.
THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION
ORDINANCE.
OPEN SPACE AREAS, PARKS, AND PRIVATE ALLEY ARE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION.
THE PRIVATE ALLEY IN THIS SUBDIVISION MAY NOT 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.
THIS SUBDIVISION WILL BE SERVED BY A PUBLIC WATER SUPPLY AND A PUBLIC SEWER SYSTEM.
VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM
FLOODING OR DAMAGE.
LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA
BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS.
THE HOA WILL BE RESPONSIBLE FOR THE MAINTENANCE OF SIGHT LINES.
OWNER OF RECORD: BELVEDERE LAND HOLDINGS LLC. TITLE: DB 5355 PG 380
NO LOTS PROPOSED IN THE R4 ZONING AREA. BUILDING SETBACKS FOR NMD ZONED AREAS (FOR CODE OF DEVELOPMENT
THROUGH VARIATION 60):
ABLE 9: BLOCK 2-10 RESIDENTIAL LOT REGULATIONS
ariation #21 (approved 3.24.08 & revised 7.25.08)"build-to" range
ariation#22 (approved 3.24.08 &revised 7.25.08) alleyfed rear setback
'ariation #37 (approved 3.15.11) in Block 4A, lots A-K, front "build to" lines of 36'-44'
'ariation #39 (approved 4.12.11)allows the encroachment ofsteps in the 4' frontyard setback for Lot 130.
'ariation #40 (approved 4.12.11) modifies Nate 1 in Table 9
'ariation #43(approved 6.02.11)increases build -to line for Black 2 townhomeunits facing the Reserve at Belvedere
Primary Structures 1, 4, 7 Carriage Hous
Townhouse SF 30'-40' SF41'-50' SF51'-60' SF>60' All Lots
rant Build -to from Street 8'-16' 8'-16' 8'-16' 8'-16' 16' (same as Primary Structure)
ide Setback 3,4 0' 3' 3' 3' 5' (same as Primary Structure)
earl 10, 10, 10, 10' 10' 4'
ear 4' 4' 4' 4' 10' 4'
.Porches (1 & 2 story), stairs, balconies, bay windows, planters, chimneys, terraces, eaves, and entrance stoops many encroach into the
rea between the minimum build -to range and the front R.O.W. lineup to 4'from the front R.O.W. line. They mayencroach into the area
etween the rear setback up to 4'from the property line or, in the case ofan alleyeasement, within 4'from the easement boundary. Stairs
iay encroach into the area between the minimum build -to range and the front r.o.w lineup to 3' from the front r.o.w line, provided the
istance between the back ofthe sidewalk and the stairs is no less than 4' (Variation #40).
.No encroachments are allowed within the minimum side yard.
.Where aside setback of less than 411" is used, a 6' maintenance easement shall be recorded on all properties adjacent to the side setb
f less than 4'31".
.Where an alleyadjoins aside yard, the minimum setback is 3'.
.Carriage houses must be located to the rearofthe primary residence.
.Other accessory structures may not be placed in front ofthe primary structure.
lestrlctions Governing Structures Extending Beyond the Front Build -to Line
ed Parches Townhomes
ed Parches Single Family Homes
Porches Single Family & Townhome
STATEMENT OF CONSENT
Min Depthl
Max Depth
Min Width
4'
10,
8'
5'
10,
B'
3'
5'
4'
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, KNOWN AS
PARCEL 1B ON TAX MAP 63A2 AND PARCELS 1, A2, AND C ON TAX MAP
62G-5 PER CURRENT COUNTY RECORDS, IS WITH THE FREE CONSENT AND IN
ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS
AND TRUSTEES, IF ANY.
NEW BELVEDERE, INC (AUTHORIZED REPRESENTATIVE)
P. 0. BOX 7505
CHARLOTTESVILLE VA, 22906
COMMONWEALTH OF VIRGINIA -
CITY/COUNTY OF:
TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS DAY OF 20_.
SIGNATURE OF NOTARY PUBLIC
REG. NO.:
VICINITY MAP
SCALE: 1" = 2000'
C. 0. D. DATA:
APPROVED REZONING
TOTAL BLOCK IDAREA:
93.4 AC.
MAX.
MIN.
SFD
48
48
SFA
2
0
CH
10
0
TOTAL
60
48
DENSITY
0.64
0.51
PLATTED TO DATE
(PHASE 4A-2, DB 5289 PG 658)
SFA 2
TOTAL PLATTED & PROPOSED
AREA PREVIOUSLY PLATTED:
0.3 AC. (PHASE 4A-2)
AREA PROPOSED WITH THIS PLAT:
28.2 AC.
TOTAL AREA TO DATE:
28.5 AC.
SFD
27
SFA
2
CH
0
TOTAL
29
DENSITY
1.02
SFA= SINGLE FAMILY ATTACHED
SFD= SINGLE FAMILYDETACHED
CH= CARRIAGE HOUSE
AREA TABLE:
ORIGINALTMP 62A3-1
95.541
PLUS PARCELW
0.004
PLUS PARCEL'Y'
0.003
MINUS PAFCEL'Z'
0.003
REVISED TM P 62A3-1
95.545
AREAS PROPOSED WITH THIS
PLAT
LOTS
6.412
OPEN SPACE
17.748 62.86%
PUBLIC ROW_
3.915
PVT ROW
0.158
TOTAL
28.233
FUTURE DEV 4.252
MY COMMISSION EXPIRES:
RESIDUE TM P 6ZA3-1 63.060
SHEET INDEX
V1 COVER SHEET AND BOUNDARY CURVE DATA
V2 EXISTING BOUNDARY AND SHEET KEY
V3 SUBDIVISION OF LOTS AND NEW EASEMENTS
V4 SUBDIVISION OF LOTS AND NEW EASEMENTS
V5 SUBDIVISION OF LOTS AND NEW EASEMENTS
V6 SUBDIVISION OF LOTS AND NEW EASEMENTS
BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Chord
Chord Bearing
C1
26.30'
12.50'
120'33'40"
21.71'
N 0311'01" E
C2
46.00'
329.50'
7'59'54"
45.96'
S 59'27'27" W
C3
14.71'
12.50'
6726'39"
13.88'
S 89'10'49" W
C4
16.00'
453.50'
2'01'17"
16.00'
N 58'06'30" W
C5
26.18'
12.50'
120'00'52"
21.65'
S 02'55'11" W
C6
207.30'
277.50'
42'48'05"
202.51'
S 8419'40" W
C7
17.66'
12.50'
80'56'29"
16.23'
S 33'47'59" E
C8 (T)
322.10'
222.50'
8256'33"
294.70'
S 34'48'01" E
C9 (T)
66.46'
222.50'
17'06'52"
66.21'
S 84'49'43" E
C10
111.52'
231.50'
2736'08"
110.45'
N 72'48'47" E
C11
17.84'
12.50'
81'45'10"
16.36'
S 80'06'41" E
C12
11.01'
12.50'
50'28'38"
10.66'
S 13'59'39" E
C13 (T)
208.40'
42.50'
280'57'27"
54.09'
N 50'45'54" E
C14
11.01'
12.50'
50'28'38"
10.66'
N 64'28'31" W
C15
17.84'
12.50'
81'45'10"
16.36'
N 01'38'29" E
C16 (T)
284.82'
231.50'
70'29'29"
267.19'
N 0716'20" E
C17
17.84'
12.50'
81'45'10"
16.36'
N 12*54'11" E
C18
11.01'
12.50'
50'29'02"
10.66'
N 79'00'59" E
C19 (T)
208.40'
42.50'
280'57'27"
54.09'
N 3613'14" W
C20
11.02'
12.50'
50'29'02"
10.66'
S 28*32'42" W
C21
17.83'
12.50'
81'44'44"
16.36'
N 85'20'26" W
C22 (T)
128.50'
231.50'
31*48'13"
126.86'
N 60'22'10" W
C23
50.25'
231.50'
12'26'14"
50.15'
N 82'29'24" W
C24
17.83'
12.50'
81'44'44"
16.36'
N 47'50'09" W
C25
11.01'
12.50'
50'28'25"
10.66'
N 1817'19" E
C26 (T)
208.40'
42.50'
280'57'27"
54.09'
S 83'02'40" W
COUNTY APPROVAL
AGENT FOR THE BOARD OF SUPERVISORS DATE
BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Chord
Chord Bearing
C27
11.01'
12.50'
50'28'25"
10.66'
S 3211'52" E
C28
17.84'
12.50'
81'4510"
16.36'
S 33*55'15" W
C29 (T)
203.42'
231.50'
50'20'45"
196.94'
S 4937'28" W
C30
17.65'
12.78'
79-08'00"
16.28'
S 65'05'27" W
C31
14.11'
12.50'
64'40'18"
13.37'
N 41'56'04" W
C32
370.95'
222.50'
95*31'19"
329.45'
N 57'21'34" W
C33
16.40'
12.50'
7511'01"
15.25'
S 67'31'43" E
C34
91.77'
224.50'
2375"7"
91.13'
N 41*38*51" W
C35 (T)
151.32'
175.50'
49'24'02"
146.67'
S 2839'49" E
C36
19.00'
12.50'
87'04'14"
17.22'
S 393,09" W
C37
156.28'
326.50'
27'25'28"
154.79'
S 69'23'24" W
C38
14.67'
12.50'
6713'31"
13.84'
S 8917'26" W
C39
3.28'
326.50'
0'34'31"
3.28'
N 84'03'47" W
C40
17.77'
12.50'
81'25'51"
16.31'
N 43'38'07" W
C41
38.90'
224.50'
955'44"
38.86'
N 07'53'04" W
C42
19.14'
12.50'
87'43'43"
17.32'
N 31'00'56" E
C43
223.47'
168.50'
75'59'21"
207.45'
S 67'07'33" E
C44
23.35'
177.50'
7'32'18"
23.34'
S 25'34'41" E
C45
27.82'
12.50'
127'32'19"
22.43'
S 41'57'38" W
C46
55.31'
335.50'
9'26'47"
55.25'
N 7859'37" W
C47 (T)
529.12
168.50'
179'55'02"
337.00'
S 13'46'12" W
C48 (T)
529.36'
168.50'
180*00'00"
337.00'
N 13'43'43" E
C49
19.63'
12.50'
89'59'32"
17.68'
S 3116'05" E
C50
22.28'
12.50'
102'07'18"
19.45'
S 6447'22" W
C51
22.28'
12.50'
102'07'14"
19.45'
N 3719'54" W
C52
19.63'
12.50'
90'00'00"
17.68'
S 58'43'43" W
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DATE:
01-13-2022
REV:
REV:
REV:
REV:
SCALE:
JOB:
8438
FILE:
8438
SHEET: V 1 OF06
O:\KWinters\Civil 3D Projects\Belvedere\SURVEY\DWG\SUBDIVISIOMSUBD BLK 10-FINAL.dwg
PARCELS Y AND 'Y' ARE PORTIONS
OF RIGHT OF WAY HEREBY VACATED
AND ADDED TO TMP 62A3-1.
PARCEL 'Z' IS A PORTION OF TMP
62A3-1 HEREBY VACATED AND
ADDED TO RIGHT OF WAY.
TMP 62A3-1
NIP NEW BELVEDERE INC.
DB 5455 PC 219
DB 5432 PC 479 (PLAT)
95.541 AC
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61- RE
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DB 4966 PC 372
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30.51'------_-`\\
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BELVEDERE PHASE SB Q 181.93'
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21.26'
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DB 4299 PG 058
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52.90' 4
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DATE:
01-13-2022
REV:
REV:
REV:
REV:
SCALE:
JOB:
8438
FILE:
8438
SHEET: V2 OF06
O:\KWinters\Civil 3D Projects\Belvedere\SURVEV\DWG\SUBDIVISIOMSUBD BLK 10-FINAL.dwg
TMP 62G-7-E
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DB 5193 PG 462
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ACCESS EASEMENTS
Line
Direction
Length
AE1
N 69'54'36" E
95.12'
AE2
S 73'04'16" E
17.25'
AE3
N 6812'47" E
17.92'
AE4
N 24*06121" E
27.57'
AE5
N 70'38'36" E
1 43.90'
40 0
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FUTURE
DEVELOPMENT
1.230 AC.
io:
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DEVELOPMENT
0.942 AC.
�W 392.00'
OPEN SPACE D
16.235 AC.
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TEMPORARY
CONSTRUCTION AND
MGRADING EASEMENT
40 80 120
\ \ \
SCALE: 1' = 40' /
i
GRADING EASEMENTS
Line
Direction
Length
GE1
S 68'01'43" W
57.53'
GE2
N 7222'14' E
63.19'
GE3
S 81'40'34" E
16.65'
GE4
N 86'49'43" E
18.85'
S 51'55'49" E
52.47'
LGE7
S 56'19'47" E
35.23'
S 63'06'00" E
32.23'
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M o 0.174 AC.
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53.64'
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CALLS TO CENTERLINE
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DATE:
01-13-2022
REV:
REV:
REV:
REV:
SCALE:
JOB:
8438
FILE:
8438
SHEET: V3 OF06
O:\KWinters\Civil 3D Projects\Belvedere\SURVEV\DWG\SUBDIVISIOMSUBD BLK 10-FINAL.dwg
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DATE:
01-13-2022
REV:
REV:
REV:
REV:
SCALE:
JOB:
8438
FILE:
8438
SHEET: V4 OF06
O:\KWinters\Civil 3D Projects\Belvedere\SURVEV\DWG\SUBDIVISIOMSUBD BLK 10-FINAL.dwg
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DATE:
01-13-2022
REV:
REV:
REV:
REV:
SCALE:
JOB:
8438
FILE:
8438
SHEET: V5 OF06
O:\KWinters\Civil 3D Projects\Belvedere\SURVEV\DWG\SUBDIVISIOMSUBD BLK 10-FINAL.dwg
Lr1
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EASEMENT CURVE TABLE
Curve
Length
Radius
Delta
Chord
Chord Bearing
AC1
32.31'
50.00'
37'01'09"
31.75'
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AC2
33.79'
50.00'
38'42'57"
33.15'
N 87'34'16" E
AC3
38.49'
50.00'
44'06'26"
37.55'
N 46'09'34" E
AC4
40.61'
50.00'
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39.50'
N 47'22'29" E
SIGHT DISTANCE EASEMENTS
Line
Direction
Length
SD1
S 54'31'53" W
32.24'
SD2
S 3611'30" W
129.59'
SD3
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126.39'
SD4
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145.68'
SANITARY EASEMENTS
Line
Direction
Length
SE1
S 69'26'03" W
110.28'
SE2
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20.00'
SE3
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110.17'
SE4
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8.22'
SE5
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12.69'
SE6
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148.98'
SE7
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118.87'
SES
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141.98'
SE9
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160.34'
SE10
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211.07'
SE11
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14.50'
SE12
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10.87'
SE13
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14.18'
SE14
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8.77'
SE15
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45.86'
SE16
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16.35'
SE17
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125.05'
SE18
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SE19
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5.46'
SE20
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27.90'
SANITARY EASEMENTS
Line
Direction
Length
SE21
S 32'21'31" E
46.13'
SE22
S 03'35'04" W
92.61'
SE23
S 24'42'57" W
117.61'
SE24
S 54'44'43" W
5.92'
SE25
S 13'43'43" W
333.19'
SE26
S 13'43'43" W
337.00'
SE27
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20.78'
SE28
S 61'07'06" E
118.98'
SE29
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189.06'
SE30
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114.63'
SE31
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59.71'
SE32
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37.89'
SE33
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38.21'
SE34
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115.52'
SE35
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158.29'
SE36
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122.35'
SE37
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24.86'
SE38
S 7412'53" E
389.06'
SE39
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331.2V
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469.92'
DRAINAGE EASEMENTS
Line
Direction
Length
DE1
N 23'52'45" E
54.89'
DE2
S 67'48'33" E
47.46'
DE3
N 81'02'04" E
22.06'
DE4
S 8255'50" E
100.14'
DE5
N 0214'15" E
45.57'
DE6
S 021415" W
91.49'
DE7
S 79'27'16" E
97.91'
DES
N 21'03'10" E
56.59'
DE9
N 51'30'19" W
25.45'
DE10
N 79'21'44" W
91.89'
DE11
S 21'03'10" W
151.31'
DE12
N 88'39'44" E
30.31'
DE13
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79.11'
DE14
S 76'42'04" E
41.58'
DE15
S 1397'56" W
20.00'
DE16
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21.78'
DE17
S 13'53'21" W
61.81'
DE18
S 58'39'46" E
13.07'
DE19
S 68'36'01" E
97.10'
DE20
S 27'49'34" E
57.83'
DE21
S 65'05'25" W
96.66'
DE22
S 65'05'25" W
89.17'
DE23
S 49*38'18' W
56.43'
DE24
S 30'24'14" E
139.09"
DE25
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20.00'
DE26
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139.09'
DE27
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65.39'
DE28
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75.66'
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109.08'
DE30
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93.52'
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71.09'
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62.46'
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DATE:
01-13-2022
REV:
REV:
REV:
REV:
SCALE:
JOB:
8438
FILE:
8438
SHEET: V6 OF06
O:\KWinters\Civil 3D Projects\Belvedere\SURVEV\DWG\SUBDIVISIOMSUBD BLK 10-FINAL.dwg