HomeMy WebLinkAboutSDP201600040 Plan - Submittal (First) Initial Site Plan 2016-06-21F,
SITE DATA
OWNER / DEVELOPER:
PLAN PREPARER:
TAX MAP PARCEL No
ZONING:
USE.
BUILDING HEIGHT.•
SETBACKS.
AREA SUMMARIES:
LOT AREAS:
MARCH MOUNTAIN PROPERTIES LLC
1005 HEATHERCROFT CIRCLE, SUITE 100
CROZET VA, 22932
CONTACT: DAVE BROCKMAN
OLD TRAIL VILLAGE
PHONE: (702)-985-9088
EMAIL: dove ®oldtrailvilloge.com
ROUDABUSH, GALE, & ASSOCIATES
914 MONTICELLO ROAD
CHARLOTTESVILLE, VA. 22902
(434)-977-0205
A PORTION OF 055EO-01-00-000A 1
NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS
OF ZMA 2015-00001 APPROVED FEBRUARY 1, 2016
BLOCK 31 B 6 SINGLE—FAMILY ATTACHED UNITS
BLOCK 31C 8 SINGLE—FAMILY ATTACHED UNITS
NOT TO EXCEED 4.0 STORIES FOR SINGLE FAMILY ATTACHED UNITS
FRONT SIDE
5' MIN. 5' MIN.
25' MAX.
BLOCKS 31B
LOTS 0.312 AC (489)
OPEN SPACE 0.334 AC (529)
TOTAL 0.646 AC (1009)
BLOCK 31B
LOT 1
LOT 1
2,413
SF
LOT 2
1,921
SF
LOT 3
2,022
SF
LOT 4
2,156
SF
LOT 5
2,175
SF
LOT 6
2,907
SF
GROSS RESIDENTIAL DENSITY. BLOCK 31 B = 9.3 DU PER ACRE
BLOCK 31 C = 14.1 DU PER ACRE
MAGISTERIAL DISTRICT. WHITE HALL
REAR
5' MIN.
BLOCK 31 C
LOTS 0.373 AC (669)
OPEN SPACE 0.194 AC (349)
TOTAL 0.567 AC (1009)
BLOCK 31 C
LOT 1
2,360
SF
LOT 2
1,920
SF
LOT 3
1,920
SF
LOT 4
1,920
SF
LOT 5
1,920
SF
LOT 6
1,920
SF
LOT 7
1,920
SF
LOT 8
2,J60
SF
STORMWATER MANAGEMENT. AS DEFINED BY THE OVERALL STORMWATER MASTER PLAN, APPROVED 4/25/2016
WATERSHED: LICKINGHOLE CREEK
OLD TRAIL VILLAGE
BLOCKS 31 B & 31 C
INITIAL SITE PLAN
SHEET INDEX
SHEET 1 - COVER SHEET
SHEET 2 - EXISTING CONDITIONS BLOCK 31 B
SHEET 3 - EXISTING CONDITIONS BLOCK 31 C
SHEET 4 SITE LAYOUT PLAN BLOCK 31 B
SHEET 5 SITE LAYOUT PLAN BLOCK 31 C
SHEET 6 GRADING & UTILITY PLAN BLOCK 31 B
SHEET 7 GRADING & UTILITY PLAN BLOCK 31 C
SHEET 8 --- LANDSCAPE PLAN BLOCK 31 B
SHEET 9 - LANDSCAPE PLAN BLOCK 31 C
TOPOGRAPHY. LOUISA AERIAL SURVEYS, AUGUST 2012
ROUDABUSH GALE & ASSOC. TOPOGRAPHIC FIELD SURVEY 03/03/2015
i -P -mn
BENCHMARK. TOP OF SAN. MH CZI-132 ELEV. 629.29
DATUM: VERTICAL — NAVD 88, HORIZONTAL — NAD 83
CRITICAL SLOPES: NO CRITICAL SLOPES EXIST WITHIN THE PROJECT LIMITS
FLOODPLAIN: THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN. LIMITS AS SHOWN ON FLOOD
INSURANCE RATE MAP. COMMUNITY PANEL NUMBER 510006 0237 D. EFFECTIVE DATE.•
FEBRUARY 4. 2005.
PARKING REQUIRED: 2 SPACES FOR EVERY SINGLE FAMILY ATTACHED DWELLING, PLUS
ONE (1) GUEST SPACE PER FOUR (4) UNITS SHALL F'E PROVIDED
(2 x 14)+(0.25 x 14)= 31.5 SPACES
PARKING PROVIDED: 14 SURFACE SPACES + 14 GARAGE SPACES = 28 SPACES
4 ON—STREET PARKING SPACES FROM 163 ON—STREET PARKING SPACES PROVIDED
ON SDP -2016-00006 OLD TRAIL VILLAGE BLOCKS 10, 16, 17 & 18 SITE PLAN
EXISTING IMPERVIOUS AREA. BLOCK 31 B BLOCK 31 C
63 SF 0 SF
PROPOSED IMPERVIOUS AREA: BLOCK 31 B BLOCK 31 C
7,218 SF 9,4 72 SF
PROPOSED TURF AREA: BLOCK J18 BLOCK 31 C
20,58 SF 15,22 7 SF
LANDSCAPING: SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTES AND
DETAILS
LIGHTING. 1. ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS.
2. EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE
INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE ARRANGED
OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS
AND FROM ADJACENT ROADS.
J. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT
AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS.
NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PORTION OF PARCEL Al.
THE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE THE ALBEMARLE COUNTY
WATER PROTECTION ORDINANCE.
THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL—FORESTAL DISTRICT
THIS SITE IS LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR.
GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT—OF—WAY, INCLUDING CONNECTION TO ANY
EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT).
THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY
DISCREPANCIES OCCUR THE REQUIREMENT OF THE PERMIT SHALL GOVERN. VDOT MUST BE CONTACTED AT LEAST
48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF
VDOT UNLESS OTHERWISE NOTED. CBR's SHALL BE SUBMITTED TO VDOT FOR REVIEW & APPROVAL.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION
CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER
SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP—RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF COUNTY
ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE—CLASS III. HPDE PIPES
MAY BE INSTALLED IN LIEU OF CLASS III RCP, AND SHALL CONFORM TO AASHTO M294.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
10. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
VICINITY MAP
SCALE: 1"= 1000 FEET
�Z,TH OF vr4'
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VA
WILLIAM J. LEDBETTER
Lic. No. 1507—B
�9ND SURv�Y��
APPROVALS
DEPARTMENT OF COMMUNITY DEVELOPMENT
DATE
EXISTING INTERMEDIATE CONTOUR
- " 32-",_._.___.-
PROPOSED TREE
FP
EXISTING INDEX CONTOUR
TQ
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EXISTING WATERLINE W/ TEE
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EXISTING EDGE OF PAVEMENT
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EXISTING FIRE HYDRANT
ALBEMARLE COUNTY SERVICE AUTHORITY
PROPOSED EDGE OF PAVEMENT
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— — — — —
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–
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o) w
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STORM DRAIN STRUCTURE IDENTIFIER
APPROVALS
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