HomeMy WebLinkAboutSDP202000042 Plan - Submittal (First) Letter of Revision 2 2022-02-28GENERAL NOTES
OWNER. IMP 45-112F1; IMP 45-112F2; IMP 45-84A; & IMP 45-85
BERKMAR DEVELOPMENT, LLC
2496 OLD IVY RD BERKMAR OVERLOOK
CHARLOTTESVILLE, VA 22903
ENGINEER. COLLINS ENGINEERING
200 GARRETT ST,, SUITE K
CHARLOTTESVILLE, VA 22902
(434)293-3719 LETTER OF REVISION
TAX MAP NO.: 04500-00-00-084AO, 04500-00-00-08500, 04500-00-00-0112F1, &
04500-00-00-0112F2
TOTAL AREA: TMP 45-84A: 6.892 ACRES TMP 45-112F1: 0.571 ACRES FORm. SDP2020=42
IMP 45-85: 0.777 ACRES IMP 45-112F2. 0.538 ACRES
TOTAL ACREAGE. • 8.778 ACRES
ZONING. R-6 RESIDENTIAL, CLUSTER DEVELOPMENT RIO DISTRICT - ALBEMARLE COUNTY, VIRGINIA
AIRPORT IMPACT AREA & STEEP SLOPES OVERLAY
PROPOSED USE.
52 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS
DENSITY.•
ALLOWABLE BY -RIGHT DENSITY- 6 DU/AC
PROPOSED DENSITY- 8.778 ACRES x 6 UNITS / ACRE = 52 UNITS ALLOWED
TOTAL PROPOSED DENSITY- 52 UNITS (6 DWELLING UNITS/ACRE)
OPEN SPACE.•
TOTAL OPEN SPACE REQUIRED (CLUSTER DEVELOPMENT 25,-.) = 2.19 AC
TOTAL OPEN SPACE PROPOSED: = 2.365 ACRES (26.99)
OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL
OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS
IN THE SUBDIVISION AND DEDICATED TO THE HOA.
TREE PRESERVATION:
NONE REQUIRED WITH THE DEVELOPMENT
PRESERVED/MANAGED
SLOPES: NO PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. 4
SMALL AREAS OF MANAGED SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON
THE EXISTING CONDITIONS PLAN SHEET.
BUILDING HEIGHTS:
MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET. BUILDINGS SHALL BE 1
STORIES IN HEIGHT WITH AN AVERAGE HEIGHT OF 20' TO 25
SETBACKS.
FRONT. 5' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) AND
25' MAXIMUM
SIDE. • NONE - MIN. 10' BUILDING SEPARATION
REAR. 20' MINIMUM.
NOTE: COVERED PORCHES, BALCONIES, CHIMNEYS, EAVES, AND THE LIKE
ARCHITECTURAL FEATURES MAY PROJECT NOT MORE THAN FOUR FEET INTO ANY
REQUIRED YARD PROVIDED THAT NO SUCH FEATURE SHALL BE LOCATED CLOSER THAN
SIX FEET FROM ANY LOT LINE.
SUBDIVISION STREETS. •
CURB & GUTTER
WA TERSHED:
SOU THFORK RI VANNA RIVER WATERSHED
AGRICULTURAL/ FORESTAL DISTRICT NONE
TOPO & SURVEY-
TOPOGRAPHY PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES, JUNE 2018. THE
BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE, AND ASSOCIATES.
INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING JUNE 2018.
DA TUM.
NAD 83
EXISTING VEGETATION:
PARTIALLY WOODED (IMP 45-112F1 &45-112F2 ARE WOODED & IMP 45-84A&45-85
HAVE BEEN CLEARED AND WERE PREVIOUSLY USED AS A CONSTRUCTION STAGING SITE.)
LIGHTING.
NO SITE OR STREET LIGHTING IS PROPOSED WITH THIS PROJECT. ANY SITE
LIGHTING SHALL CONFORM TO ALBEMARLE COUNTY ZONING ORDINANCE REQUIREMENTS
PARKING.
52 SFA UNITS = 104 OFF-STREET PARKING SPACES REQUIRED
MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE
TOTAL PARKING PROVIDED: 104 OFF-STREET PARKING SPACES
GUEST SPACES. • 1 SPACE PER 4 UNITS = 13 SPACES REQUIRED
PROVIDED GUEST PARKING SPACES (ON -STREET PARKING) = 13 SPACES + (2) FUTURE
�,
PARKING SPACES ([HIS IS WITHIN IHL ALLOWABLE 2U7. I-AmmivG /lvL CL/i3L/.
PHASING.
THIS PROPERTY SHALL BE DEVELOPED WITHIN 1 PHASE
BUILDING SITES.
PARCELS 1-52 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE
REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
BURIAL SITES.-
TWO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. THESE
CEMETERIES WERE FIELD VERIFIED AND DELINEATED BY DARBY O'DONNELL, LLC IN
NOVEMBER 2018. FIELD EXPLORATION WAS PERFORMED AROUND THESE CEMETERIES
WITH A PERMIT FROM DHR AND THIS SITE PLAN REFLECTS THE FINAL LIMITS OF THE
2 CEMETERIES ONSITE THE FINAL CEMETERY REPORTS WERE SENT TO DHR IN
DECEMBER, 2018, IDENTIFYING AND ESTABLISHING THE LIMITS OF THE CEMETERIES
AS CURRENTLY SHOWN ON THIS SITE PLAN. EACH CEMETERY SHALL HAVE A
PERMANENT BLACK FENCE INSTALLED AROUND THE PERIMETER OF THE CEMETERY
LIMITS WITH A GATE FOR ACCESS
STREAM BUFFERS.
NO STREAM BUFFERS ARE LOCATED ON THESE PROPERTIES OR WITHIN THE LIMITS OF
THIS PROJECT AREA.
FLOODPLAIN.
THIS PROPERTY IS NOT IN A FLOODPLAIN ZONE AS SHOWN ON FEMA
MAP#51003CO229D, DATED FEBRUARY 4, 2005. THIS PROPERTY IS NOT LOCATED
WITHIN A DAM INUNDATION ZONE.
RETAINING WALLS.
RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT AS SHOWN ON THE PLAN,
SEE SHEETS 7 AND 8 FOR DETAILS.
LANDSCAPING:
STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE
WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32. Z 9 OF THE
COUNTY CODE. A LANDSCAPING PLAN WILL BE PROVIDED WITH THE FINAL SITE PLAN
(SHEETS 19 & 20) FOR COUNTY REVIEW AND APPROVAL. ALL LANDSCAPING
REQUIREMENTS SHALL BE SHOWN ON THIS FINAL LANDSCAPING PLAN. STREET TREES
SHALL BE PROVIDED ALONG THE PUBLIC STREETS 50' O.C. IN ACCORDANCE WITH VDOT
AND ALBS. CO. STANDARDS.
TRASH.
EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER.
RECREA TION AREA:
REQUIRED RECREATIONAL AREA: 52 UNITS x 200 SF = 10, 400 SF
PROPOSED 10,400 SF (0.24 AC) INCLUDING (1) TOT LOT (2,515 SF) & (1) RECREATION
FIELD (7,885 SF)
TOT LOT AREA SHALL INCLUDE THE FOLLOWING, AT A MINIMUM. -
ONE (1) SWING (FOUR SEATS)
ONE (1) SLIDE WITH TWO (2) CLIMBERS
ONE (1) BUCKABOUT OR WHIRL
TWO (2) BENCHES
PLA YFIELC WITH GAZEBO, SITTING WALL, AND FIRE PI T
RECREATIONAL
OPEN SPACE.•
STREAM BUFFER OPEN SPACE. N/A
REC. AREA OPEN SPACE: 14, 335 SF (0.329 AC) (0.24 AC MEETS ACTIVE REC. REQ.)
OPEN SPACE. 62,200 SF (1.428 AC)
STORMWA TER POND OPEN SPACE. 26,485 SF (0.608 AC)
TOTAL OPEN SPACE: 103, 020 SF (2.365 AC)
OFFSI TE EASEMEN T.•
ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE, WITHIN EXISTING
RIGHT-OF-WAY, OR WITHIN EXISTING EASEMENTS.. NO OFFSITE EASEMENTS ARE
NOTES:
PROPOSED WITH THIS DEVELOPMENT.
EP561.11
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33
1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FOREST DISTRICT.
2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED.
3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO EITHER PUBLIC USE OR PRIVATE USE, AS SHOWN ON THE PLANS. NEEDED FIRE FLOW CALCULATION:
4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREET 50' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY NFF=(C)(0)[1+(X+P ] = 1 75o x o.8 x [1+ 0.22+0 1 81 GPM x o. o (SPRINKLERS) - o GPM NFF
STANDARDS. ) - 5 ( )l = 5 5 ) - 95
5) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. C=18F(A)Ao. 18*i. * 6 o^o. 1 o GPM ROUNDED
5= 53,3 5=,75 (ROUNDED)
TRIP GENERATION CALCULATIONS CONSTRUCTION TYPE - CLASS I WOOD FRAME CONSTRUCTION=1.5
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (1oTH EDITION) A=2 FLOORS X 1,825 SF= 3,630 SF (TYPICAL TOWNHOME)
52 SINGLE FAMILY ATTACHED UNITS - CODE 220 0 = OCCUPANCY FACTOR = o.85 FOR C-2 COMBUSTIBLE
X=0.22 FOR o' AWAY BUILDING EXPOSURE BETWEEN 1-loo FEET
ADT: 381VPD (190.5 ENTER/19o.5 EXIT) P=o FOR BUILDINGS RATED SPRINKLERED
AM PEAK: 24 VPH (6 ENTER/ 18 EXIT) 5o% REDUCTION IN NFF FOR AUTOMATIC SPRINKLERS
PM PEAK: 29 VPH (18 ENTER/ 11 EXIT)
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AREA CALCULATIONS
LAND USE AREA
ACREAGE
LOTS
4.340 AC (49.4%)
OPEN SPACES
2.365 AC (26.9%)
RIGHT OF WAY
2.073 AC (23.7%)
TOTAL:
8.778 AC
NOTE: PERCENTAGE OF OPEN SPACE OUTSIDE OF ALL
STORMWATER MANAGEMENT FACILITIES, STREAM
BUFFERS, FLOODPLAIN, AND MANAGED/PRESERVED
SLOPES = 74%.
THIS AREA IS GREATER THAN THE REQUIRED 20%.
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LETTER OF REVISION SUMMARY:
THIS LETTER OF REVISION PROPOSES A RECREATIONAL AMENITY IN THE OPEN SPACE AT BERKMAR OVERLOOK. A
GAZEBO, SITTING WALL, FIRE PIT, CONCRETE AND PAVER PATIOS, AND LANDSCAPED AREA ARE PROPOSED. THE
PROPOSED AMENITIES DO NOT IMPACT THE APPROVED SIGHT DISTANCE LINE FROM SWEDE STREET LOOKING TO
EMPIRE STREET.
S70
SIGHT DISTANCE PROFILE
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1 inch = 30 ft.
GENERAL BUILDING DEPARTMENT NOTES.•
1. 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 ELEVA7ON OF THE MANHOLE COVER OF THE NEXT
UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER
VAL VE.
2. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA,
UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. THE BUILDER/DEVELOPER SHALL PLAN
ACCORDINGL Y.
J. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST
HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.
120
NOTE: IN ACCORDANCE WITH THE 2018 INTERNATIONAL FIRE
CODE FOR VIRGINIA, APPENDIX D FOR FIRE APPARATUS ACCESS
ROADS, A DEVELOPMENT MAY EXCEED 3o DWELLING UNITS ON
A SINGLE PUBLIC ACCESS WITHOUT HAVING TO PROVIDE A
SPRINKLER SYSTEM FOR THE UNITS IF IT WILL CONNECT WITH
FUTURE DEVELOPMENTS AND IS DETERMINED ACCEPTABLE BY
THE FIRE CODE OFFICIAL. THE CURRENT PHASE I
DEVELOPMENT IS PROPOSING 52 SINGLE FAMILY ATTACHED
UNITS FROM THE EXISTING PUBLIC ACCESS ON BERKMAR DRIVE.
PRIOR TO ANY ADDITIONAL UNITS BEING CONSTRUCTED ON
THE PROPERTY (PHASE II), A SECOND ACCESS CONNECTION
SHALL BE CONSTRUCTED TO THE DEVELOPMENT, PROVIDING
TWO POINTS OF CONNECTION TO THE DEVELOPMENT.
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