HomeMy WebLinkAboutSUB201500220 Plat 2016-03-11COUNTY OF ALBEMARLE, VIRGINIA
SITE DATA:
TAX MAP PARCEL: TM 44-12W (DB 1937 PG 255) AND TM 44-12F (DB 1937 PG 255)
ZONING: RA
MAGISTERIAL DISTRICT: JACK JOUETT
PROJECT AREA: 23.011 ACRES
SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP.
2815 N AUGUSTA ST
SUITE C
STAUNTON, VA 24401
(540) 885-0920
COMPLETED ON NOVEMBER, 23 2015
DATUM: HORIZONTAL: BASED ON NAD83, VIRGINIA STATE GRID SOUTH ZONE.
VERTICAL: BASED ON NAVD 88, ESTABLISHED THROUGH LEICA SMARTNET.
BUILDING SETBACKS: FRONT:
75 FT FROM EXISTING PUBLIC ROAD
FRONT - LOTS 1, 4, 7 & 8: 25 FT FROM INTERNAL ROADS
FRONT - LOTS 5 & 6: 65 FT FROM INTERNAL ROADS
FRONT - LOT 3: 50 FT FROM INTERNAL ROADS
SIDE: 25 FT
REAR: 35 FT
LOT FRONTAGE: EACH LOT MUST HAVE AT LEAST 150' OF FRONTAGE ,ALONG THE PROPOSED ROAD
AND/OR 250' OF FRONTAGE ALONG WOODLANDS ROAD.
ALLOWABLE DENSITY: TM 44-12W CONTAINS 3 DEVELOPMENT RIGHTS +
TM 44-12F CONTAINS 5 DEVELOPMENT RIGHTS
TOTAL LOTS ALLOWED: 8 LOTS
0 DEVELOPMENT RIGHTS REMAIN AFTER SUBDIVISION.
PROPOSED USES: 8 SINGLE FAMILY UNITS
MAXIMUM GROSS DENSITY ALLOWED: 0.5 D.U. / ACRE.
GROSS DENSITY PROVIDED: 8 LOTS / 23.011 ACRES = 0.348 D.U. / ACRE.
LOT SIZE: 2.0 ACRE MINIMUM LOT SIZE (BY RIGHT DEVELOPMENT)
PARKING: ALL PARKING SHALL BE LOCATED OFF STREET IN DRIVEWAYS AND GARAGES.
PHASING: PROJECT SHALL BE BUILT IN ONE PHASE.
BUILDING SITES: LOTS 1-8 MAY NOT BE FURTHER DIVIDED. ONLY 1 DWELLING UNIT PER LOT SHALL BE ALLOWED.
BURIAL SITES: NO CEMETERIES FOUND ON SITE.
WATER SUPPLY WATERSHED: THIS SITE LIES WITHIN THE ALBEMARLE COUNTY SOUTH FORK RIVANNA
RESERVOIR WATER SUPPLY WATERSHED.
WETLAND IMPACTS: NONE
WATER SUPPLY AND UTILITIES: UNDER CURRENT COUNTY POLICY, PIUBLIC WATER AND/OR SEWER WILL NOT BE
AVAILABLE TO THIS PROPERTY. ALL LOTS WILL BE SERVED BY INDIVIIDUAL DRAIN FIELDS AND WELLS.
STORMWATER: WATER QUALITY REQUIREMENTS AND FLOW ATTENUATION WILL BE ACHIEVED THROUGH AN ONSITE
DETENTION SYSTEM.
AGRICULTURAL/FOREST DISTRICT: NONE
FLOOD PLAIN: BASED ON FEMA FLOOD INSURANCE RATE MAP (FIRM), MAP NUMBER 51003CO260D, EFFECTIVE 4, 2005, THE
PROPERTY SHOWN LIES IN UNSHADED ZONE 'X', AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE
FLOODPLAIN.
BUILDING SITE NOTE: EACH PROPOSED LOT CONTAIN A BUILDING SITE: THAT COMPLIES WITH SECTION 4.2.1 OF THE
ALBEMARLE COUNTY ZONING ORDINANCE.
PARCEL AREA SUMMARY:
PUBLIC R/W: 0.971 AC
PUBLIC R/W DEDICATION FOR WOODLANDS ROAD: 0.425 AC
PROPOSED LOTS: 21.615 AC
TOTAL SITE AREA: 23.011 ACRES
ALL PROPOSED STORMWATER MANAGEMENT FACILITIES ARE TO BE
OWNED AND MAINTAINED BY A HOME OWNERS ASSOCIATION.
TRAFFIC GENERATION
AVERAGE DAILY TRIPS FOR SINGLE FAMILY RESIDENTIAL (ITE 210) = 10 ADT
WOODLAWN ROAD: 80 ADT (8 SINGLE FAMILY RESIDENTIAL UNITS)
L
12/07/2015
w
A Soils B Soils
C Soils D Soils
Total
% of Total
Forest (acres)
0.00 4.83
0.00 0.00
4.83
21.00
Turf (acres)
0.00 16.41
0.00 0.00
16.41
71.30
Impervious (acres)
0.00 1.77
0.00 0.00
1.77
7.70
h:
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23.011
100.00
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NIC%R1IYV MAP
SCALE: 1" _ 21000'
OWNER:
PAUL M. MAR,JORIE
2163 BONAVENTURA DRIVE
VIENNA, VA 22181
DEVELOPER:
WOODLAWN DEVELOPMENT, LLC
2180 OWENSVILLE RD.
CHARLOTTESVILLE, VA 22901
CONTACT: JUSTIN BEIGHTS
TELEPHONE: (434) 531-1899
EMAIL: JUSTINBEIGHTS@GMAIL.COM
ENGINEER OF RECORD:
TIMMONS GROUP
919 2ND STREET, S.E.
CHARLOTTESVILLE, VA 22902
CONTACT: CRAIG KOTARSKI, PE
TELEPHONE: (434) 327-1688
EMAIL: CRAIG.KOTARSK:I@TIMMONS.COM
WATER QUALITY SUMMARY
Virginia Runoff' Reduction Method New Development Worksheet - v2.8 - June 2014
Site Data Summary
Total Rainfall = 43 inches
Site Land Cover Summary
Update Summary Sheet
Print
Site Rv
A Soils B Soils
C Soils D Soils
Total
% of Total
Forest (acres)
0.00 4.83
0.00 0.00
4.83
21.00
Turf (acres)
0.00 16.41
0.00 0.00
16.41
71.30
Impervious (acres)
0.00 1.77
0.00 0.00
1.77
7.70
�
V/
-j
23.011
100.00
Site Rv
0.22
Post Development Treatment Volume (ft3)
18548
Post Development TP Load (Ib/yr)
11.65
Post Development TN Load (Ib/yr)
83.37
Total TP Load Reduction Required (lb/yr)
2.22
Total Runoff Volume Reduction (ft)
1597
Total TP Load Reduction Achieved (Ib/yr)
3
Total TN Load Reduction Achieved (Ib/+yr)
61.57
Adjusted Post Development TP Load (Ilb/yr)
9.12
Remaining Phosphorous Load Reduction (Lb/yr) Required
0.00
WATER QUALITY SUMMARY: WATER: QUALITY REQUIREMENTS
WILL BE MET BY UTILIZING TWO PROPOSED GRASS CHANNELS
AND A LEVEL ONE EXTENDED DETENTION FACILITY.
WATER QUANTITY SUMMARY: WATER QUANTITY
REQUIREMENTS WILL BE MET BY UTILIZING THE PROPOSED
LEVEL ONE EXTENDED DETENTION FACILITY.
Sheet Index
Sheet Number
Sheet Title
C0.0
COVER
C1.0
EXISTING CONDITIONS AND DEMOLITION PLAN
C1.1
DEVELOPMENT RIGHTS SUMMARY PLAN
C2.0
OVERALL LAYOUT PLAN
C3.0
SITE PLAN
C3.1
SITE PLAN
C4.0
SIGHT DISTANCE PROFILE
2'--,
TOTAL: 7 SHEETS
40' RNV
ON STREET PARKING IS NOT PERMITTED
JL
1(0'
(TRAVEL LANE) 2%
4' MIN.
SHOULDER
10'
2% (TRAVEL LANE)
8%
APPROVED
by N, P4. cMarl, (;oun,j
4' MIN.
SHOULDER 4'FORESLOPE
ROAD CROSS SECTION
WOODLAWN ROAD (25 MPH DESIGN SPEED)
2-
re
4
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Lic. No. 0402048507
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