HomeMy WebLinkAboutSUB202100001 Plat - Revision 2021-03-26LAKE REYNOVIA
MILL CREEK
VILLAGE
HOMES III
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AVON PARK
VICINITY MAP
SCALE: 1 "=2000'
STATEMENT OF TITLE: TMP 90-31
THE LAND SHOWN WAS OBTAINED BY STANLEY MARTIN
AS RECORDED IN DEED BOOK 5237 PAGE 405, PLAT
RECORDED IN DEED BOOK 3561 PAGE 468, 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 90 PARCEL 31,
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.
SUBDIVISION PLAT FOR
VON PARK 11
NOTES:
2.
3.
4.
5.
6.
7.
8.
9.
10.
12.
13.
14.
STANLEY MARTIN COMPANIES, LLC 15.
11710 PLAZA AMERICA DRIVE, SUITE 1100
RESTON, VA 20190
16.
COMMONWEALTH OF VIRGINIA - 17.
CITY/COUNTY OF: 18
TO WIT. THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED 19
BEFORE ME THIS __ DAY OF 20---
SIGNATURE OF NOTARY PUBLIC
20.
21.
22.
TMP 90m3l
COUNTY APPROVAL
AGENT FOR THE BOARD OF SUPERVISORS DATE
INDEX
V1 - COVER
V2 - EXISTING BOUNDARY
V3 - SUBDIVISION
V4 - ACSA SANITARY, WATERLINE AND UTILITY EASEMENTS
V5 - DRAINAGE, SWM, PRIVATE UTILITY EASEMENTS
V6 - LANDSCAPE, ACCESS AND EMERGENCY ACCESS EASEMENTS
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.
NEW PROPERTY CORNERS SHALL BE MONUMENTED WITH IRON RODS UNLESS OTHERWISE NOTED.
THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY COMPLETED ON MAY 22, 2018 USING MONUMENTS
FOUND TO EXIST AT THE TIME OF THIS SURVEY.
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 51003CO407D, 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.
EACH PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH SEC 4.2.1 OF THE ALBEMARLE COUNTY ZONING
ORDINANCE.
SUBJECT PARCELS DO NOT LIE WITHIN THE DAM BREAK INUNDATION ZONE.
SUBJECT PARCELS ARE ZONED PLANNED RESIDENTIAL DEVELOPMENT WITH PROFFERS ZMA-2012-00004 AND
ZMA-2014-00006. SUBJECT PARCELS IS WITHIN THE ENTRANCE CORRIDOR AND STEEP SLOPES MANAGED OVERLAY.
SETBACKS (1-28):
FRONT - 10' MIN (18' MIN FROM R/W OR EDGE OF SIDEWALK TO GARAGE)
SIDE - NONE - MINIMUM 10' BUILDING SEPARATION
REAR - 10' MIN (LOTS 1-4 & 13-28)
5' MIN (LOTS 5-12)
SUBJECT PARCELS ARE WITHIN THE MOORES CREEK WATERSHED.
SUBJECT PARCELS ARE NOT WITHIN THE WASTER SUPPLY PROTECTION AREA OR THE AGRICULTURAL/FOREST DISTRICT.
ALL OPEN SPACES, PRIVATE RIGHT-OF-WAYS, AND PRIVATE EASEMENTS SHALL BE OWNED, CONTROLLED AND
MAINTAINED BY A HOMEOWNERS ASSOCIATION.
PRIVATE STREETS 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.
SUBJECT PARCELS ARE AND WILL CONTINUE TO BE SERVED BY PUBLIC WATER AND PUBLIC SEWER.
NO OBSERVED PLACES OF BURIAL AT TIME OF SURVEY.
LOT 29 IS CREATED WITHOUT FRONTAGE PURSUANT TO SECTION 14-403, AS EACH LOT (LOT 29 AND LOT 30)
CONTAINS AN EXISTING HOME THAT WAS BUILT PRIOR TO OCTOBER 14, 2009 AND ONE EXISTING DWELLING WOULD BE
LOCATED ON EACH LOT CREATED.
DENSITY:
ALLOWABLE DENISTY PER ZMA APPLICATION PLAN - 6 DU/AC
TOTAL ALLOWABLE NUMBER OF LOTS - 30 TOTAL LOTS
TOTAL NUMBER OF PROPOSED UNITS - 30 RESIDENTIAL LOTS
SIX (6) AFFORDABLE HOUSING UNITS (AHU) ARE PROVIDED, SEE SHEET V3.
RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET
IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC.
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.
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 BACKWATER 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 BACKWATER VALVE.
ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS.
UTILITY PLAN APPROVAL WILL BE REQUIRED PRIOR TO FINAL PLAT APPROVAL.
COUNTY REVIEW ID: SUB202100001.
PLAT PREPARED BY: WILLIAM W WHITE
AREA CALCULATIONS
ORIGINAL AREAS:
TMP 90-31 5.262 AC
TOTAL 5.262 AC
REVISED AREAS:
LOTS (30) 2.939 AC
OPEN SPACE 1.490 AC
PRIVATE R/W 0.542 AC
PUBLIC R/W 0.291 AC
TOTAL - 5.262 AC
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REV:
02-24-2021
REV:
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SCALE:
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JOB:
8188
FILE:
TMPROJ
SHEET: I OF 06
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DATE:
12-23-2020
REV:
02-24-2021
REV:
REV:
REV:
SCALE:
1 "=60'
JOB:
8188
FILE:
TMPROJ
SHEET: 2, OF 06
Q:\RGA\TMPROJ\8188 - AVON PARK II\SURVEV\DWG\SUBDIVISION\8188 - AVON PARK 11 -SUB - 20210224.dwg
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SETBACKS (LOTS 1-28)
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SIDE - NONE - MINIMUM 10' BUILDING SEPARATION
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BOUNDARY CURVE TABLE
Curve
Radius
Length
Delta
Chord
Chord Bearing
C1
12.00'
18.32'
87 27'08"
16.59'
N 77'02'22" E
C2
12.00'
18.10'
86'26'10"
16.43'
N 16'00'53' W
13.00'
20.42'
90'00'00"
18.38'
N 7546'02" E
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13.00'
20.42'
89'59'52"
18.38'
S 1413'58" E
1 G
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9' 20
OPEN SPACE B
1.336 AC
LOT 29
0.917 AC
283.16'
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(1]
DATE:
12-23-2020
REV:
02-24-2021
REV:
REV:
REV:
SCALE:
1 "=60' & 1 "=30'
JOB:
8188
FILE:
TMPROJ
SHEET: • 3 OF 06
Q:\RGA\TMPROJ\8188 - AVON PARK II\SURVEV\DWG\SUBDIVISION\8188 - AVON PARK 11 - SUB - 20210224.dwg
— TMP 90E-F-43
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Line
Direction
Length
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S 31'35'30" W
10.00'
UE2
N 58*38'14" W
26.89'
UE3
N 75'28'29" W
21.06'
UE4
N 5913'58" W
18.00'
UE5
N 30'46'02" E
20.00'
UE6
S 5913'58" E
7.62'
UE7
N 58'43'59" W
9.00'
UE8
N 30'46'02" E
20.00'
UE9
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25.00'
UE10
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20.45'
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34.06'
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186.92' (TIE)
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DATE:
12-23-2020
REV:
02-24-2021
REV:
REV:
REV:
SCALE:
1 "=60'
JOB:
8188
FILE:
TMPROJ
SHEET: V40F 06
Q:\RGA\TMPROJ\8188 - AVON PARK II\SURVEY\DWG\SUBDIVISION\8188 - AVON PARK 11 - SUB - 20210224.dwg
2 LEGEND
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Direction
Length
DEi
N 24'07'11" W
2.72'
DE2
S 28'06'15" W
28.03'
DE3
N 48*48'18" W
70.28'
DE4
N 86*45'14' W
53.58'
DE5
N 07*46'12* W
70.73'
DE6
S 78'42'43" W
22.62'
DE7
N 30'37'57" E
37.25'
DEB
N 68'32'28" E
4.61'
DE9
N 5845'03" W
68.81'
DE10
S 78'20'11" E
51.27'
DE11
N 2953'10" E
33.71'
DE12
S 5910'26" E
61.19'
DE13
N 30'47'40" E
28.65'
DE14
S 76'01'40" E
52.29'
DE15
N 36'23'17" E
19.28'
DE16
N 36'23'17" E
50.48'
DE17
S 58'54'01" E
28.49'
DE18
N 89'53'20" E
61.90'
DE19
N 55'06'40" W
30.53'
DE20
N 5818'12" W
38.02'
DE21
N 5913'58" W
49.00'
DE22
N 03'29'16" W
7.00'
DE23
N 03'29'16" W
6.77'
DE24
S 80'05'29" W
50.90'
DE25
N 42*3512' W
21.75'
DE26
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28.38'
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TMP 90-30
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I
DETAIL A
SCALE: 1 "=20'
20' DRAINAGE
EASEMENT
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10' PRIVATE UTILITY
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-CALLS TO CENTER-
DETAIL B
SCALE: 1"=20'
S59'22'21 "EE _346.62' _
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ACCESS EASEMENT
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STORM WATER EASEMENT
Line
Direction
Length
SE1
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12.33'
SE2
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37.10'
SE3
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28.00'
SE4
I N 30'44'34" E
103.32'
SE5
N 5912'16" W
28.00'
SE6
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17.22'
SE7
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12.35'
STORM WATER CURVE TABLE
Curve
Radius
Length
Delta
Chord
Chord Bearing
SC1
70.00'
26.25'
21'29'03"
26.09'
N 68'25'08" W
SC2
70.00'
39.47'
3218'27"
38.95'
N 41'31'23" W
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10.22'
9'45'29"
10.21'
N 3014'54" W
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DATE:
12-23-2020
REV:
02-24-2021
REV:
REV:
REV:
SCALE:
1 "=60' & 1 "=20'
JOB:
8188
FILE:
TMPROJ
SHEET: V5 OF 06
Q:\RGA\TMPROJ\8188 - AVON PARK II\SURVEY\DWG\SUBDIVISION\8188 - AVON PARK 11 - SUB - 20210224.dwg
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10' LANDSCAPING EASEMENT � 10' LANDSCAPING EASEMENT J 106.23' (TIE)
-OFFSET FROM PROP LINE- I -OFFSET FROM PROP LINE-
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0 60 120 180
SCALE: 1"=
ACCESS CURVE TABLE
Curve
Radius
Length
Delta
Chord
Chord Bearing
AC1
60.57'
21.70'
20'31'24"
21.58'
S 68'02'13" E
AC2
60.00'
33.83'
3218'27"
33.39'
S 41'31'23" E
AC3
70.00'
138.02'
112'58'09"
116.72'
S 81'51'14" E
55.42'
71.27'
73'41'27"
66.46'
N 78'49'56" E
rAC4
AC5
49.94'
76.03'
8713'48"
68.90'
S 2247'04" E
AC6
50.37'
53,62'
60'59'31"
51.13'
S 12'33'34" E
ACCESS EASEMENT
Line
Direction
Length
AE1
S 57'40'36" E
8.57'
AE2
S 2522'10" E
77.15'
AE3
N 41'39'41" E
48.20'
AE4
S 6419'20" E
146.70'
AE5
S 20'49'50" W
75.59'
AE6
N 5913'58" W
4.42'
AE7
S 30'46'02" W
5.00'
AE8
S 5913'58" E
4.42'
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DATE:
12-23-2020
REV:
02-24-2021
REV:
REV:
REV:
SCALE:
1 "=60'
JOB:
8188
FILE:
TMPROJ
SHEET: V6 OF 06
Q:\RGA\TMPROJ\8188 - AVON PARK II\SURVEY\DWG\SUBDIVISION\8188 - AVON PARK 11 - SUB - 20210224.dwg