HomeMy WebLinkAboutSUB201600004 Plat Preliminary Plat 2016-05-06X TH 0
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SCOTT R. COLLINS Z
No. 35791 11h,
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PHASE 4 - LOTS 1-50 & 24-25 (52 LOTS) & PORTION OF
PHASE 6 - LOTS 1-4 (4 LOTS) IMPERVIOUS AREAS: ROADS 1.13 AC.
SIDEWALKS 0.40AC.
NO FLOODPLAIN EXISTS WITHIN THE LIMITS OF LOTS 2.93 AC.
THE SUBDIVISION PLAT, PER FEMA MAP TOTAL 4.46 AC.
#51003C0145D PANEL 145D (DATED FEBRUARY 4,
2005)
Sheet List Table
PUBLIC ROADS, WHICH WILL BE MARKED WITH
Sheet Title
SIGNS IN THE DEVELOPMENT.
LIGHTING:
NO STREET LIGHTING IS PROPOSED.
LANDSCAPING:
LANDSCAPING WILL BE PROVIDED WITH THE
GRADING & DRAINAGE PLAN
FINAL SITE PLAN & COMPLY WITH SECTION
STORMWATER MANAGEMENT PLAN
32.7.9 OF THE ZONING ORDINANCE, WHICH
WILL INCLUDE STREET TREES ALONG THE
ROADWAYS.
RETAINING WALLS:
NO RETAINING WALLS ARE PROPOSED,
SIGNAGE:
NO SIGNAGE IS CURRENTLY PROPOSED. ANY
SIGNAGE WILL BE INCLUDED WITH THE FINAL
SITE PLAT; OR UNDER SEPARATE APPLICATION.
WATERSHED:
NORTH FORK RIVANNA (ABOVE WATER INTAKE)
STREET TREES:
STREET TREES SHALL BE PROVIDED ALONG ALL
PUBLIC ROADS IN ACCORDANCE WITH COUNTY
REQUIREMENTS,
TRASH COLLECTION:
TRASH RECEPTACLES SHALL BE MAINTAINED
ON EACH INDIVIDUAL LOT.
BUILDING SITES:
EACH LOT CONTAINS A BUILDING SITE THAT
COMPLIES WITH SECTION 4.2.1 OF THE
ALBEMARLE COUNTY ZONING ORDINANCE.
PHASE 4 - LOTS 1-50 & 24-25 (52 LOTS) & PORTION OF
PHASE 6 - LOTS 1-4 (4 LOTS) IMPERVIOUS AREAS: ROADS 1.13 AC.
SIDEWALKS 0.40AC.
NO FLOODPLAIN EXISTS WITHIN THE LIMITS OF LOTS 2.93 AC.
THE SUBDIVISION PLAT, PER FEMA MAP TOTAL 4.46 AC.
#51003C0145D PANEL 145D (DATED FEBRUARY 4,
2005)
Sheet List Table
Sheet Number
Sheet Title
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COVER SHEET, LAYOUT & UTILITY PLAN
2
EXISTING CONDITIONS & DEMOLITION PLAN
3
GRADING & DRAINAGE PLAN
4
STORMWATER MANAGEMENT PLAN
4
TOTAL NUMBER OF SHEETS
B44
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PROJECT
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STORMWATER MANAGEMENT NARRATIVE:
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1. All dams and constructed fill to be within 95% of maximum dry
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General Construction notes for Stormwater Management PI
density and 2% of optimum moisture content. All fill material to be
approved by a geotechnical engineer. A geotechnical engineer is to 0
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be present during construction of dams.
2. Pipe and riser joints are to be watertight within stormwater
Management facilities.
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