HomeMy WebLinkAboutSUB201700093 Plat - Submittal (First) Preliminary Plat 2017-06-05PRELIMINARY SUBDIVISION PLAT FOR
CROZET COURT
TAX MAP 56 PARCEL 45 AND TAX MAP 56D PARCELS I AND 2
WHITE HALL DISTRICT, ALBEMARLE COUNTY, VIRGINIA
VICINITY MAP SCALE: 1°=1,0001
IMAGE PROVIDED BY ALBEMARLE COUNTY GIS
SHEET INDEX
C1 - COVER SKEET
C2 - SUBDIVISION PLAT
C3 - SUBDIVISION PLAT
36.0' ROW
18.0'
-5.0 0' 2.5' i 12.5' 1 12.5' 2.5' i6.0'
2.0% 2.0%
2.0% 1 2.0%
- OVERVIEW
- DETAIL
2.0%1 2.0%
- 4.0" CLASS A-3 CONC. VDOT STD UD -4
SIDEWALK (TYP.) SEE DETAIL 1/C11 (TYP.)
4.0" VDOT 21A (TYP.) V77,SM-9.5A ASPHALT
3.0" IM -19.0 ASPHALT
6.0" VDOT #21A
TYP. PUBLIC ROAD CROSS SECTION
1°=10'
PROPERTY INFORMATION
OWNER (PARCEL45):
ADDRESS:
LEGAL REFERENCE:
OWNER (PARCEL 56D-1)
ADDRESS:
LEGAL REFERENCE:
OWNER (PARCEL 56D -Z-.
ADDRESS:
LEGAL REFERENCE:
DEVELOPER/ CONTRACT PURCHASER:
STONY POINT DESIGN BUILD
200 GARRETT STREET SUITE 0
CHARLOTTESVILLE, VA 22902
VALENTINE, LINDA JARMAN & JOHN B JARMAN III
486 DOBSONS VIEW ROAD
ELLIJAY, GA 30536
DB 1479 PG 180
DB 666 PG 109
VALENTINE, LINDA JARMAN & JOHN B JARMAN III
486 DOBSONS VIEW ROAD
ELLIJAY, GA 30536
VALENTINE, LINDA JARMAN & JOHN B JARMAN III
486 DOBSONS VIEW ROAD
ELLIJAY, GA 30536
WB 128 PG 705
PARCEL AREA SUMMARY
PARCEL 56 -45 ........................................................... 7.27 Ac.
PARCEL 56D -1 ........................................................... 0.51 Ac.
PARCEL 56D -2 ........................................................... 1.16 Ac.
TOTAL PARCEL AREA ................................................... 8.94 Ac
BASE INFORMATION
SOURCE OF BOUNDARY SURVEY: PLATS OF RECORD, COMPILED BY ROGER RAY
AND ASSOCIATES.
SOURCE OF TOPOGRAPHY: ALBEMARLE COUNTY GIS DATA FILES (4 FT. CTI)
SUPPLEMENTED WITH FIELD TOPOGRAPHY BY
ROGER RAY AND ASSOCIATES.
BENCHMARK(S): NAVD88, IRON AND CAP SET ELEVATION=677.22
NAD83 VIRGINIA STATE PLANE SOUTH
WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY
SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY
THIS PROPERTY IS ZONED: R2 - RESIDENTIAL
AN R2 -CLUSTER RESIDENTIAL DEVELOPMENT WITH 15% BONUS DENSITY IS PROPOSED
WITH THIS APPLICATION.
BASE DENSITY PERMITTED = 2.0 DUA
BONUS FACTOR 14.4.1 (STREET TREES) = 5%
BONUS FACTOR 14.4.2 (INTERNAL ROADS) = 10%
TOTAL BONUS DENSITY FACTOR = 15% = 0.3 DUA
MAXIMUM DENSITY PERMITTED = 2.3 DUA
MINIMUM BUILDING SETBACKS:
FRONT: 5' (18' FROM BACK OF SIDEWALK FOR GARAGE FRONTS)
REAR: 20'
SIDE: 5'
MINIMUM BUILDING SEPARATION: 10'
AREA SUMMARY
AREA OF DEVELOPMENT ......... 8.94 Ac.
DEVELOPMENT LOTS ................ 5.04 Ac
DEDICATED R.O.W .................... 0.86 Ac
OPEN SPACE ........................... 3.04 Ac
TOTAL PARCEL AREA ............... 8.94 Ac
R-1 CLUSTER DEVELOPMENT DENSITY CALCULATION:
Standard Density
Bonus Factors: 14.4.1 (Provision of Street Trees)
14.4.2 (Internal Road System)
Maximum Density Allowed
Permitted Density = Development Area X Max. Density
8.94 AC X 2.3 DUA = 20 Units
= 2.0 DUA
= 5.0%
= 10.0%
= 2.3 DUA
Note 1: A 10% bonus is allowed for provision of an internal road system
which is the sole access to the existing state maintained road system.
AREA OF DEVELOPMENT = 8.94 AC
TOTAL OPEN SPACE REQUIRED: 25% = 2.24 AC
AREA REQUIREMENTS
Proposed Number of Lots = 20 Units
Permitted Density = 2.3 DUA
Required Open Space (25%) = 2.24 Acres
Required Unrestricted Open Space = 0.45 Acres
Per 4.7(C)(3) (20% of required).
SUBDIVISION NOTES
1. All proposed lots contain a building site (shown on sheet C3) that complies
with section 4.2.1 of the Albemarle County Zoning Ordinance.
2. An existing cemetery is located on sheets 2 and 3. The existing cemetery is
proposed to be incorporated into the Open Space labeled as B on sheet 3.
3. This site does not lie within an agricultural- forestral district.
4. This site lies within Lickinghole Creek Water Supply watershed.
5. The stream buffers shown hereon shall be managed in accordance with the
Albemarle County Water Protection Ordinance.
6. See map for limits of the 100 year flood hazard overlay district per FEMA
floodmap #51003CO237D effective 02/04/2005.
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5.87
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26.26
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15.04
L4
N30 26'56"W
32.87
L5
N19 44'02"W
27.21
L6
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33.90
L7
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23.01
L8
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11.02
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38.75
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10.05
L18
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23.80
L19
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18.67
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11.60
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9.96
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37.98
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43.61
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26.40
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