HomeMy WebLinkAboutARB201700094 Plan - Submittal (First) 2017-09-07GENERAL NOTES
OWNERS:
A V1N1 TY ESTATES LLC
455 SECOND STREET SE, 5TH FLOOR
CHARLOTTESVILLE, VA 22902
DEVELOPER:
RIVERBEND DEVELOPMENT, INC.
455 SECOND STREET SE, SUITE 400
CHARLOTTESVILLE, VA 22902
ENGINEER:
COLLINS ENGINEERING
200 GARRETT ST, SUITE K
CHARLOT7ESVILLE, VA 22902
TAX MAP NO.:
09100-00-00-016C0 09100-00-00-016EO
ZONE: PRD ZONE. PRD
DB 4730 PG 296 DB 4571 PG 88
09100-00-00-016AO
ZONE. PRD
DB 4571 PG 88
TOTAL PROJECT AREA:
AVINI TY ESTATES
09100-00-00-016CO - 2.472 AC.
09100-00-00-016EO - 4.982 AC.
09100-00-00-016AO - 4.432 AC.
11.886 AC. TOTAL
ZONING:
PRD - PLANNED RESIDENTIAL DEVELOPMENT - ZMA 2013-016 WITH PROFFERS
TOPOGRAPHY.•
SURVEY & TOPOGRAPHY PROVIDED BY ROUDABUSH GALE & ASSOCIATES, DATED
AUGUST, 2013. TOPO FIELD VERIFIED ON JUNE, 2017
DATUM:
NAD 83
FLOODPLAIN:
THERE IS NO FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID
5100JC0407D & 51003C0426D DATED FEBRUARY 4, 2005.
STORMWATER MGMT
STORMWATER FOR AVINITY ESTATES WILL BE HANDLED BY A PROPOSED
STORMWATER MANAGEMENT FACILITY JUST UPLAND OF THE EXISTING SWM POND.
ADDITIONAL AVINI TY ESTATES STORM WA TER WILL BE TREATED BY A SECOND SWM
FACILITY AT THE SOUTH OF THE SITE. SWM SHALL MEET ALL STATE REGULA77ONS
REQUIRED WITH THE DEVELOPMENT.
FIRE & RESCUE:
AS REQUIRED, ALL FIRE FLOWS WITHIN THE DEVELOPMENT SHALL BE A MINIMUM OF
1000 GPM AT 20 PSI. ADDITIONALLY, FIRE HYDRANTS SHALL BE PROVIDED ALONG
THE STREETS FOR FIRE FIRE PREVENTION AT A MAXIMUM SPACING OF 500 FT PER
TRA VEL WA Y.
PROPOSED USES. •
SINGLE-FAMIL Y ATTACHED UNITS & TOWNHOUSE UNITS
SINGLE FAMILY ATTACHED UNITS: 63 TOTAL UNITS (A VINI TY ESTATES)
TOWNHOUSE UNITS. • 30 TOTAL UNITS (A VINI TY ESTATES)
DENSITY
TOTAL NUMBER OF UNITS PROPOSED: 93 UNITS
PROPOSED DENSITY- 7.82 UNITS/ACRE
MAXIMUM ALLOWABLE UNITS WITHIN A VINI TY ESTATES: 102 UNITS
MINIMUM ALLOWABLE UNITS WITHIN AVINITY ESTATES. • 60 UNITS
SITE AMENITIES:
CLUBHOUSE/PAVILION AREA (960 SF MIN)
TOT LOT (2,000 SF MIN)
DOG PARK (2,325 SF MIN)
PASSIVE RECREA RON AREA (6,000 SF MIN)
RIGHT -OF- WA K
2.37 ACRES
OPEN SPACE`
2.41 AC OPEN SPACE (A VINI TY 1 PLATTED)
2.94 AC OPEN SPACE (AVINITY ESTATES)
5. 35 / 21.13 AC TOTAL A VINI TY I & ESTATES = 25.37.
LOTS:
6.19 ACRES
SETBACKS:
FRONT - 10' MIN (WITH VARIATION SUBMITTED TO THE COUNTY)
SIDE - 5' MIN
REAR - 10' MIN INTERIOR, 20' MIN WHERE LOTS ARE ADJACENT TO THE PROJECT
BOUNDARY CLUBHOUSE/PAVILION - 8' MIN FRONT, 5' MIN SIDE, 10 MIN REAR
SETBACKS SHALL INCLUDE A 4' FRONT AND REAR ENCROACHMENT OF ALL
SETBACKS WITH PORCHES, EAVES, AND OTHER ARCHITECTURAL ELEMENTS OF THE
HOMES. SETBACKS SHALL ALSO ALLOW UP TO A 1' SIDE YARD ENCROACHMENT
FOR ARCHITECTURAL ELEMENTS AND OVERHANDS, PROVIDED 77-IAT THE
ENCROACHMENTS ARE FIRE RATED PER BUILDING DEPARTMENT REQUIREMENTS
WHEN BUILDING SEPARATION IS REDUCED FROM 10' SETBACKS WERE APPROVED
WITH THE BUILDING MODIFICATION WAIVER REQUEST WITH ZMA 2013- 016.
BUILDING HEIGHT
35' MAXIMUM HEIGHT
PARKING:
EACH PROPOSED LOT SHALL PROVIDE OFF-STREET PARKING FOR TWO VEHICLES IN
A MINIMUM 18' DEEP DRI VEWA Y AND A GARAGE. ADDITIONALLY, ROADWAYS SHALL
ACCOMMODATE OVERFLOW PARKING ON -STREET WITH PARKING ON ONE SIDE ONLY.
TOTAL NUMBER OF UNITS: 93 UNITS
TOTAL NUMBER OF OFF-STREET PARKING SPACES PROVIDED:
93 UNITS x 2 SPACES PER UNIT = 186 OFF-STREET PARKING SPACES
TOTAL NUMBER OF ON -STREET PARKING SPACES:
(1) SPACE PER (4) UNITS REQUIRED: 24 ON -STREET SPACES REQUIRED
TOTAL NUMBER OF ON -STREET PARKING SPACES PROVIDED: 25 SPACES
AN ADD177ONAL (10) PARKING SPACES HAVE BEEN PROVIDED AT THE CLUBHOUSE
PHASING:
THE PROJECT MAY BE COMPLETED WITH A MAXIMUM OF 4 PHASES AS SHOWN ON
THE APPROVED ROAD PLANS (IN CONJUNCTION WITH THE BLOCK PHASING).
STREETS.
CURB & GUTTER PRIVATE STREETS THE ACCESS ROADWAY SHALL BE MAINTAINED
BY THE HOA.
UTILITIES:
SITE SHALL BE SERVED BY PUBLIC WATER AND SEWER
CONSTRUCTION TRAFFIC:
ALL CONSTRUCT701V TRAFFIC FOR THE DEVELOPMENT OF AVINITY ESTATES SHALL
ENTER THE SITE FROM THE EXISTING DRIVEWAY AT ROUTE 20.
DENSI TY
A VINI TY 1. 107 UNI TS/9.243 AC = 11.58 UNITS/AC
A VINI TY ES TA 7ES.• 93 UNI TS111. 886 AC = Z 82 UNI TS/AC
LANDSCAPING:
ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE W17H
ALBEMARLE COUNTY REQUIREMENTS ALL TREES SHALL BE OUTSIDE OF THE ROW
WITHIN A 5' WIDE LANDSCAPING AND MAINTENANCE EASEMENT AND ALL STREET
TREES SHALL BE MAINTAINED BY THE HOA.
LIGHTING:
NO OUTDOOR STREET LIGHTING IS PROPOSED AT THIS TIME. THE FINAL SITE PLAN
SHALL INCLUDE AN OVERALL OUTDOOR LIGH77NG PLAN FOR THE PROJECT.
TRAFFIC GENERA TION:
TRIP GENERATION BASED ON I TE TRIP GENERATION MANUAL (87H EDITION)
63 SINGLE FAMILY UNITS (CODE 210)
603 VPD (301.5 EN TER/301.5 EXIT)
AM PEA K: 47 VPH (12 ENTER/35 EXIT)
PM PEAK: 64 VPH (40 ENTER/24 EXIT)
30 TOWNHUME UNITS (CODE 230)
174 VPD (87 ENTER/87 EXIT)
AM PEAK: 13 VPH (2 ENTER/11 EXIT)
PM PEAK: 16 VPH (10 ENTER/6 EXIT)
TRASH:
ALL UNITS SHALL HAVE AN INDIVIDUAL TRASH CONTAINER AND THE HOA SHALL
PROVIDE TRASH COLLECTION SERVICES.
RESERVOIR WA TERSHED:
MOORS S CREEK WATERSHED
AGRICULTURAL -FORESTAL: NONE
PLACES OF BURIAL:
NONE
RETAINING WALL:
ALL WALLS AS SHOWN ON THIS PLAN SHEET AND THE GRADING PLAN SHEET
SHALL NOT EXCEED 6' IN HEIGHT:
r
AVINITY ESTATES s
TO kICaHMOND 64
4 I�fERS�ATE
PIEDMONT
VIRGINIA
COMMUNITY
COLLEGE
SOUTHERN PARKWAY
INITIAL SITE PLANMILL CREEK d
MONTICELLO HIGH
SCHOOL
LAKE REYNOVIA �Q
TTSVILLE DISTRICT �o CALE ELEMENTARY
<(r -.,� SCHOOL
?y THIS
��PROJECT �Zo
MILL CREEK GI
SOUTH p� Q`O
ALBEMARLE
COUNTY VIRGINIA
I I ! I �Wf'DK
ID I I I 1 !-
I
SHEET LAYOUT
SCALE: 1" = 100'
NOTES:
1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT.
2) THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBER 51003CO407D & 5100JC0426D
ADOPTED FEBRUARY 4, 2005.
3) EACH LOT AS SHOWN HEREON CONTAINS A BUILDING SITE WHICH MEETS THE REQUIREMENTS OF :SECTION 4.2.2(b)l
(18-520)
4) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE.
5) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 50' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE
COUNTY STANDARDS.
' SEE SHEET 2 FOR ADJACENT PROPERTY
INFORMATION
VICINITY MAP
SCALE: 1" = 3000'
ROAD PLAN SHEET LIST
Sheet Number
Sheet Title
1
COVER SHEET
2
EXISTING CONDITIONS
3
LAYOUT PLAN
4
UTILITY PLAN
5
GRADING PLAN
6
TRAFFIC, NOTES, & DETAILS
7
STORMWATER MANAGEMENT PLAN
8
PROFFERS
TOTAL NUMBER OF PAGES: 8 SHEETS
Avinity II Range of Residential Uses
Rezoning Allowable Uses
Proposed Uses
Single Family
Proposed
Proposed Single
Block
Townhome
Attached/Detached
Townhouse
Family
(min -max)
(min -max)
Units
Attached/Detache
A
0-20
0-9
4
9
B
0-30
0-15
14
9
C
0-30
1 0-15
0
15
D
0-34
12-32
12
30
I TOTAL
0-122
12-71
30
63
TOTAL U NITS: 93
1) Within Avinity I, a 24 unit condo building is proposed to be eliminated and in
its plac^; a maximum of (8) townhouse units are proposed.
2) The overall density (number of units) for Avinity I shall decrease from 124
units to 106-108 units with the approval of this rezoning. The original proposed
condominium building shall be replaced with (6) - (8) townhouse units.
3) The proposed minimum number of units within Avinity II shall be 60 units
with a maximum number of 102 units. The density shall range between 5
DU/AC and 10 DU/AC.
i
LEGEND
WADS
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EXISTING CULVERT
EARTH DITCH
GUL VERT
DRI VEWA Y CUL VERT
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DROP INLET & STRUCTURE NO.
BENCH MARK
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CURB & GUTTER —
— — — —
PROPOSED PAVEMENT
as
VDOT STANDARD STOP SIGN
EC-3A DITCH
200
EXISTING CONTOUR
6"
DEPTH OF EC-3A DITCH
200
PROPOSED CONTOUR
EC-2 DI TCH
240.55
PROPOSED SPOT ELEVA 77ON
TBC DENOTES TOP/BACK OF CURB
6 "
DEPTH OF EC-2 DITCH
T/B DENO TES TOP OF BOX
APPROVALS
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNERJZONtNG
EN J WEER
INSPECTIONS
R 3
DEPARTMENT OF FIDE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
,TION
I GINI . DEF RMENT F TRANSPORTATION
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F SCOTT R. COLLINSZ�
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�1 NUMBER 51003CO407D & 51003CO426D ADOPTED FEBRUARY 4,2005.
1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP
02
W112'43'W 807,� 2. TOPOGRAPHY & BOUNDARY INFORMATION PROVIDED BY ROUDABUSH GALE &
ib, JOB NO.
490. 092033
25' ROW ASSOCIATES. THE TOPOGRAPHY HAS BEEN FIELD VERIFIED IN JUNE, 2017.
0/ 3. MANAGED STEEP SLOPES EXIST AS SHOWN ON THE PROPERTY. T
D.B. 317-552 ST NGMA G'LD mp 4. NO WPO STREAM BUFFER ON THE SUBJECT PROPERTY. 50'
25'ROW / /
5. THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. --THE --
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?6 CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS FOR AVINITY ESTATES ROADS TO ANY ROAD
------------- --- �,7 cr_
LOT
ITF_ EXISTING OR UNDER CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY
i r_v DISCREPANCIES BETWEEN THE EXISTING ROADS ANDIOR CURB AND GUTTER AND THE PROPOSED ROADS,
GA
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CURB & GUTTER. CONTRACTOR SHALL CONTACT ENGINEER TO INSPECT CURB AND ROADWAY TIE-INS TO
FFE
\7i GAR=529.00; t0
THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB LIJ x
3- CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, PARKING LOTS, ALLEYS,
565 559.00 555-0 7Z
55IJ00 �47.0 542.25 535 3 .25
5 MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF CURBING, DRAINAGE, OR UTILITIES
cc TO COLLINS ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING
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FFE=568.83 FFE=
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\40131 YD__�Ilt 32 YD-\ �2F Y �1 565 2 44B YD- F1 ALL CROSS DRAINS AND UNDERDRAINS SHALL BE INSTALLED PER VDOT STANDARDS. C)
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PRIVATE STORM s
-- ---- GRAPHIC SCIALE/
1100 200,1
Z-' Eli
32D
REBBLE DRIV 092033
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--- - ---- 50' 25 �0
SCALE
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(F ATE STORMWATER MAN4AGEMENT u'
:))VAR' vibTH,`Pk1V
50' 0
�I�INTENANCE EASEMENT (PRZOVIDES PHONE CCES81AND
IN FEET NO.
A(
PED
CESSF RO PROPERTY TQ,'PEBBLE DR. PUBLIC ROW)
1 i' ch '�O f U."
Alignment: Access -Road
Description:
Curve Point Data
Description Station Northing Easting
PC: 10+00.000-38855605.672-114827346.130
RP:-38855684.105-114827284.096
PCC: 10+56.945-38855584.602-114827294.053
Circular Curve Data
Parameter Value Parameter Value
Delta: 32' 37' 37.3853" Type: RIGHT
Radius: 100.000
Length: 56.945 Tangent: 29.268
Mid -Ord: 4.026 External: 4.195
Chord: 56.179 Course: N 67' 58' 18.6289" E
Curve Point Data
Description Station Northing Easting
PCC: 10+56.945-38855584.602-114827294.053
RP:-38855484.999-114827304.020
PT: 11+45.138-38855540.691-114827220.843
Circular Curve Data
Parameter Value Parameter Value
Delta: 50' 28' 49.9034" Type: LEFT
Radius: 100.100
Length: 88.193 Tangent: 47.189
Mid -Ord: 9.557 External: 10.565
Chord: 85.368 Course: N 59' 02' 42.3698" E
Tangent Data
Description PT Station Northing Easting
Start: 11+45.138-38855540.691-114827220.843
End: 11+55.929-38855531.725-114827214.840
Tangent Data
Parameter Value Parameter Value
Length: 10.791 Course: N 33' 48' 17.4181" E
Curve Point Data
Description Station Northing Easting
PC: 11+55.929-38855531.725-114827214.840
RP:-38855559.543-114827173.293
PT: 12+17.699-38855511.155-114827160.700
Circular Curve Data
Parameter Value Parameter Value
Delta: 70' 46' 57.4649" Type: RIGHT
Radius: 50.000
Length: 61.769 Tangent: 35.522
Mid -Ord: 9.239 External: 11.333
Chord: 57.916 Course: N 69' 11' 46.1505" E
Tangent Data
Description PT Station Northing Easting
Start: 12+17.699-38855511.155-114827160.700
End: 13+15.523-38855535.792-114827066.029
Tangent Data
Parameter Value Parameter Value
Length: 97.824 Course: S 75" 24' 45.1171" E
Curve Point Data
Description Station Northing Easting
PC: 13+15.523-38855535.792-114827066.029
RP:-38855826.122-114827141.587
PT: 13+65.524-38855552.351-114827018.910
Circular Curve Data
Parameter Value Parameter Value
Delta: 09' 32' 58.6053" Type: RIGHT
Radius: 300.000
Length: 50.002 Tangent: 25.059
Mid -Ord: 1.041 External: 1.045
Chord: 49.944 Course: S 70' 38' 15.8137" E
Tangent Data
Description PT Station Northing Easting
Start: 13+65.524-38855552.351-114827018.910
End: 14+04.756-38855568.393-114826983.109
Tangent Data
Parameter Value Parameter Value
Length: 39.231 Course: S 65' 51' 46.5109" E
Curve Point Data
Description Station Northing Easting
PC: 14+04.756-38855568.393-114826983.109
RP:-38855458.885-114826934.039
PCC: 14+31.031-38855576.438-114826958.150
Circular Curve Data
Parameter Value Parameter Value
Delta: 12' 32' 44.2583" Type: LEFT
Radius: 120.000
Length: 26.276 Tangent: 13.190
Mid -Ord: 0.718 External: 0.723
Chord: 26.223 Course: S 72' 08' 08.6399" E
Curve Point Data
Description Station Northing Easting
PCC: 14+31.031-38855576.438-114826958.150
RP:-38855627.377-114826968.599
PCC: 14+58.470-38855588.627-114826933.922
Circular Curve Data
Parameter Value Parameter Value
Delta: 30' 14' 00.6451" Type: RIGHT
Radius: 52.000
Length: 27.439 Tangent: 14.047
Mid -Ord: 1.799 External: 1.864
Chord: 27.122 Course: S 63' 17' 30.4467" E
Curve Point Data
Description Station Northing Easting
PCC: 14+58.470-38855588.627-114826933.922
RP:-38853310.673-114824887.319
PT: 15+23.894-38855631.828-114826884.792
Circular Curve Data
Parameter Value Parameter Value
Delta: 01' 13' 26.6857" Type: LEFT
Radius: 3062.297
Length: 65.424 Tangent: 32.713
Mid -Ord: 0.175 External: 0.175
Chord: 65.422 Course: S 48' 40' 27.4092" E
Tangent Data
Description PT Station Northing Easting
Start: 15+23.894-38855631.828-114826884.792
End: 16+50.000-38855714.075-114826789.198
Tangent Data
Parameter Value Parameter Value
Length: 126.106 Course: S 49' 17' 31.2026" E
Tangent Data
Description PT Station Northing Easting
Start: 16+50.000-38855714.075-114826789.198
End: 18+23.826-38855827.446-114826657.430
Tangent Data
Parameter Value Parameter Value
Length: 173.826 Course: S 49' 17' 31.2026" E
Tangent Data
Description PT Station Northing Easting
Start: 18+23.826-38855827.446-114826657.430
End: 19+84.206-38855932.046-114826535.856
Tangent Data
Parameter Value Parameter Value
Length: 160.380 Course: S 49' 17' 31.2026" E
Curve Point Data
Description Station Northing Easting
PC: 19+84.206-38855932.046-114826535.856
RP:-38856083.654-114826666.296
PT: 20+20.205-38855957.847-114826510.821
Circular Curve Data
Parameter Value Parameter Value
Delta: 10' 18' 46.7117" Type: RIGHT
Radius: 200.000
Length: 35.999 Tangent: 18.048
Mid -Ord: 0.809 External: 0.813
Chord: 35,950 Course: S 44' 08' 07.8459" E
Tangent Data
Description PT Station Northing Easting
Start: 20+20.205-38855957.847-114826510.821
End: 22+31.889-38856122.406-114826377.664
Tangent Data
Parameter Value Parameter Value
Length: 211.684 Course: S 38' 58' 44.4892" E
Curve Point Data
Description Station Northing Easting
PC: 22+31.889-38856122.406-114826377.664
RP:-38856248,213-114826533.140
PT: 22+71.262-38856155.245-114826356.060
Circular Curve Data
Parameter Value Parameter Value
Delta: 11' 16' 45.3589" Type: RIGHT
Radius: 200.001
Length: 39.372 Tangent: 19.750
Mid -Ord: 0.968 External: 0.973
Chord: 39.309 Course: S 33' 20' 21.7028" E
Tangent Data
Description PT Station Northing Easting
Start: 22+71.262-38856155.245-114826356.060
End: 22+80.066-38856163.041-114826351.968
Tangent Data
Parameter Value Parameter Value
Length: 8.804 Course: S 27° 41' 58.9219" E
Alignment: BERGEN STREET
Description:
Tangent Data
Description PT Station Northing Easting
Start: 10+00.000-38856183.093-114827715.128
End: 11+87.498-38856018.769-114827624.835
Tangent Data
Parameter Value Parameter Value
Length: 187.498 Course: N 28' 47' 17.0021" E
Curve Point Data
Description Station Northing Easting
PC: 11+87.498-38856018.769-114827624.835
RP:-38856317.824-114827080.586
PT: 12+52.700-38855963.377-114827590.496
Circular Curve Data
Parameter Value Parameter Value
Delta: 06' 00' 56.8404" Type: RIGHT
Radius: 621.000
Length: 65.202 Tangent: 32.631
Mid -Ord: 0.856 External: 0.857
Chord: 65.172 Course: N 31' 47' 45.4208" E
Tangent Data
Description PT Station Northing Easting
Start: 12+52.700-38855963.377-114827590.496
End: 15+31.355-38855734.570-114827431.448
Tangent Data
Parameter Value Parameter Value
Length: 278.655 Course: N 34' 48' 13.8411" E
Curve Point Data
Description Station Northing Easting
PC: 15+31.355-38855734.570-114827431.448
RP:-38855563.340-114827677.782
PCC: 15+64.448-38855706.412-114827414.096
Circular Curve Data
Parameter Value Parameter Value
Delta: 06' 19' 12.9479" Type: LEFT
Radius: 300.000
Length: 33.093 Tangent: 16.563
Mid -Ord: 0.456 External: 0.457
Chord: 33.076 Course: N 31' 38' 37.3673" E
Curve Point Data
Description Station Northing Easting
PCC: 15+64.448-38855706.412-114827414.096
RP:-38855801.793-114827238.305
PT: 15+86.504-38855687.644-114827402.530
Circular Curve Data
Parameter Value Parameter Value
Delta: 06' 19' 07.2472" Type: RIGHT
Radius: 200.000
Length: 22.056 Tangent: 11.039
Mid -Ord: 0.304 External: 0.304
Chord: 22.045 Course: N 31' 38' 34.5169" E
Tangent Data
Description PT Station Northing Easting
Start: 15+86.504-38855687.644-114827402.530
End: 16+85.995-38855605.949-114827345.746
Tangent Data
Parameter Value Parameter Value
Length: 99.491 Course: N 34' 48' 08.1402" E
Alignment: DEGRAW STREET
Description:
Tangent Data
Description PT Station Northing Easting
Start: 5+79.349-38855734.744-114827166.698
End: 10+49.995-38855459.911-114827548.764
Tangent Data
Parameter Value Parameter Value
Length: 470.646 Course: N 54' 16' 16.4528" W
Alignment: HALSEY STREET
Tangent Data
Description PT Station Northing Easting
Start: 10+00.000-38856007.459-114827810.497
End: 10+32.354-38856023.039-114827782.142
Tangent Data
Parameter Value Parameter Value
Length: 32.354 Course: S 61' 12' 42.9998" E
Curve Point Data
Description Station Northing Easting
PC: 10+32.354-38856023.039-114827782.142
RP:-38855847.758-114827685.828
PCC: 10+59.143-38856034.332-114827757.872
Circular Curve Data
Parameter Value Parameter Value
Delta: 07' 40' 28.1860" Type: LEFT
Radius: 200.000
Length: 26.789 Tangent: 13.415
Mid -Ord: 0.448 External: 0.449
Chord: 26.769 Course: S 65" 02' 57.0933" E
Curve Point Data
Description Station Northing Easting
PCC: 10+59.143-38856034.332-114827757.872
RP:-38856314.180-114827865.934
PT: 10+99.325-38856051.270-114827721.466
Circular Curve Data
Parameter Value Parameter Value
Delta: 07' 40' 28.9220" Type: RIGHT
Radius: 299.987
Length: 40.183 Tangent: 20.122
Mid -Ord: 0.673 External: 0.674
Chord: 40.153 Course: S 65' 02' 55.8228" E
Tangent Data
Description PT Station Northing Easting
Start: 10+99.325-38856051.270-114827721.466
End: 16+28.026-38856305.877-114827258.110
Tangent Data
Parameter Value Parameter Value
Length: 528.700 Course: S 61' 12' 43.0000" E
Alignment: MOFFAT COURT
Description:
Tangent Data
Description PT Station Northing Easting
Start: 10+00,000-38856376.409-114827296.866
End: 11+45.000-38856249.330-114827227.038
Tangent Data
Parameter Value Parameter Value
Length: 145.000 Course: N 28' 47' 16.9987" E
Alignment: MONTAGUE STREET
Description:
Tangent Data
Description PT Station Northing Easting
Start:10+00.000-38856199.161-114827461.620
End: 10+61.529-38856145.237-114827431.989
Tangent Data
Parameter Value Parameter Value
Length: 61.529 Course: N 28' 47' 16.9987" E
Curve Point Data
Description Station Northing Easting
PC: 10+61.529-38856145.237-114827431.989
RP:-38855904.452-114827870.193
PCC: 11+05.183-38856106.110-114827412.663
Circular Curve Data
Parameter Value Parameter Value
Delta: 05' 00' 08.5038" Type: LEFT
Radius: 500.000
Length: 43.654 Tangent: 21.841
Mid -Ord: 0.476 External: 0.477
Chord: 43.640 Course: N 26' 17' 12.7470" E
Curve Point Data
Description Station Northing Easting
PCC: 11+05.183-38856106.110-114827412.663
RP:-38856324.708-114826916.700
PT: 12+09.397-38856015.362-114827361.750
Circular Curve Data
Parameter Value Parameter Value
Delta: 11' 01' 00.2036" Type: RIGHT
Radius: 542.000
Length: 104.215 Tangent: 52.268
Mid -Ord: 2,503 External: 2.514
Chord: 104.054 Course: N 29' 17' 38.5968" E
Tangent Data
Description PT Station Northing Easting
Start: 12+09.397-38856015.362-114827361.750
End: 16+18.292-38855679.608-114827128.374
Tangent Data
Parameter Value Parameter Value
Length: 408.895 Course: N 34' 48' 08.1405" E
GENERAL CONSTRUCTION NOTES .FOR STREETS
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL
BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF
COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF
CONSTRUCTION.
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE,
THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE
(3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A
SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT
DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST
RESULTS FOR APPROVAL.
J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC
RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL
DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A
NA TURAL WA TERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE
END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL
GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF
THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS
REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF
PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE
INCREASED TO SEVEN (7) FEET.
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRI VEWA Y
ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C).
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES
SHALL CONFORM TO VDOT STANDARD PE-1.
7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH
SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECT70N DETAIL, SHALL BE STRICTLY
ADHERED TO.
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT
VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND
RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA
MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD
NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED
BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE,
THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE
DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS.
12. VDOT STANDARD CD-1 =0R CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE
SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS
SHOWN ON THE ROAD PROFILES.
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS
THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO
INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA
INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT.
ALBEMARLE COUNTY
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
REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS
AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
J. 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 THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO
STABILIZE A DRAINAGE CHANNEL.
ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM
TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE
PIPE -CLASS Ill.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLA T70N MUST COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
TYPICAL ROAD SECTIONS
NTS
ROAD NOTES
GRADING
1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE
STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL
GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT.
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED
HE FROM T ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH
SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER.
J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE
ENTIRE EASEMENT OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES
AT ROAD INTERSECTIONS SHALL BE REMOVED.
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER
PRIOR TO THE CONSTRUCTION OF THE SUBGRADE.
DRAINAGE
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH
A MINIMUM COVER OF ONE (1) FOOT
2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON
THE PLANS, OR WHERE FIELD CONDITIONS INDICATE.
J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH
AND HA IVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN
ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS
OTHERWISE NOTED ON PLANS.
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE
ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER
COURSE
PA VEMEN T
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT
OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE
DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED
METHOD OF CORRECTION.
2. SUBGR'ADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND
COMPAiCTION BEFORE BASE IS PLACED.
J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL
MEETS REQUIRED GRADATION FOR TYPE 1, H, OR NI PRIOR TO PLACING AGGREGATE BASE
4. THE RIEQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT
THE INTERMEDIATE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE
AGGREGATE BASE. IN THE EVENT THAT THE INTERMEDIATE COURSE 1S APPLIED PRIOR TO 60
DAYS CDR MORE AFTER COMPLETION OF INSTALLATION OF THE AGGREGATE BASE, THE PUGMILL
REQUIREMENT WILL APPLY.
5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE.
6. BASE AvfUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION
BEFORE' SURFACE TREATMENT IS APPLIED.
7. PRIME ICOA T MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT
(PRIME COAT RC-250 @ 0.3 GAL./SQ. YD.).
8. BITUMIAVOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.
9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO
NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED
WITHIN THE RIGHT OF WAY, ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY
PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN
THE STREETS RIGHT OF WAY.
STREET CROSS SECTIONS"
n .I
LAND APING R� C R/W LANDSCAPING
_ EASEMENT I EA
I STREET
BEET � Mff
EXIS\ GROUND I
j
CURB CU B
EXIST. GROUND PLAN ANC SnW1 t, SIDEWALK GUTTER 7RAY£LWAY iRAYE2.WAY GUTTER SIDEN'AUf PLAN7/N0 S7R/P
TYPICAL PRIVATE STREL'T SUCTION '
DECRAW STREET, BERCEN STREET, MOWTACUE STREET, H,4LSEY STREET & MOFFAT COURT
PARKING ONE SIDE ONLY
NOTES: NOT TO SCALE
1. SEE PAVEMENT DESIGN CHART TO THE RIGHT FOR ROADWAY DEPTH REQUIREMENTS.
2. STREET WIDTHS SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY STANDARDS AND FIRE AND RESCUE STANDARDS TO
ALLOW ADEQUATE WIDTH TRAVELWAY AND PARKING ON ONE SIDE OF THE ROADWAYS. SEE SHEET 3 FOR NO PARKING
SIGNAGE ON ONE -SIDE OF ROADWAY.
cl
EXIST GROUND EXIST ND
7RAYELWAY
EXIST. GROUND 12-20' EXISfi GROUND
20' ACCESS EASEMENT `
TYPICAL LAIERGGENCY AC6ff S SUCTION
10f00 TO 12121.- TRAVELWAY 20 WIDE PAVED 22' SUPERELEVATION DOWN TO RICIIT
12t21 TO 13 f 58.• NO CROSS SLOPE
13f58 TO 22f66.• SUPERELEVATION DOWN TO LEFT
ACCESS DRIVEWAY SHALL BE 12' WIDE FROM STA. 167L50 TO STA. 18f50 AND STA. 21-1-50 TO S7,4. 22f00
NOT TO SCALE
Table 4: Pavement Design (VDOT Pavement Design Guide)
Pavement Design
R F= 1.0
LocationAD"t 111CV Desi n JCBR SSV 1Dr 'urface h a jBase b a Sub, -base It
XI-P I
De raw Street 1777 0 777 - S -9.5 2 2,25 W%4-25 3 11- 2113 to 0.6 14.55
Bergen :street 4(TO 0 400 5 4 11.57 Sort-9.5 1.5 2.25 BM-25 2.5 115 `? I A 5 Ok 11.75
Montague Street
Halsuv Street
328
C}
0
35
328
5
5
1 11.14 li
4 101815
SNI-•9.5
SM-9.5
1.5
1,5
2.25
2,2-
BM-25
13N-25
2.5
2.S
115
115
21B
21A
5
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arages, Porches
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Plan Sheet No.
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Rev. Date
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AHW Controls
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aria al Proffers X
Dip,
october3O,2014
PROFFER STATEAM NT
ZMANo, 2013-016 Avinityll
Tax Map and Parcel Number($): 09100-00-00-016AO, 09100-00-00.016CO, 09100-00-00-016:E0, and
portion of 09100-00-00-01400.
Owner(s) of Record: VVallace B. Hughes; 'Moss Acquisitions, LLC; and Avon Properties, LLC
Sate ofprofferffignatui:e; October30,20IL41.
13.453 acres to be re7med from R-1 & PRD to PEE
Wallace B. Hughes is th e owner of Tax Map and Parcel Number 09100r- O-00-016A0., Moss
Acquisitions, LLC is the owner of Ta�K Map and Parcel Number 09100-00-00-016CO; and Ayuja
Properties, LLC is the owner of Tax !\4atp and Parcel. Number 09100-00-00-016EO and 09100-00-00-
01400, 11. portion of which is subject to this zoning luap ameadmerit; aJI the (>Waers of Moll Parcels are
-referred to herein, collectively as the "Ovvnexl' and the parcels are referred to herein collectively as the
'Troperty," The Property is the subject of the rezoning applicatiozZMA 2013-016, for a project to be
known as "Avinity T' (tile "Project"),, which includes an application plan prepared by Collins
Engineering entitled, "Avinity 11 Plam. edl Residential Development -(PRD) Application Flan" and with
latest revision date ofOctober 13, 2014 (the, "Applicat' on Plan!').
Pursuantto Section 33 of the Albemarle Dounty Zoning Ordinance, the Owner hereby volunWilly proffers
the conditions listed below which shall bie applied to the Property if it Is rezoned to the zoning district-,
identified above. These conditions are proffered as a part of the proposed rezoning, and the Owner'
acknowledges that the, conditions'are reasonable.
1, gagi&ofteLfor C Imp ov,ents Prcaieets.
The Owner shall contribute cuhL on a per "market -rate" dwslling unit basis in excessof the
number of units that axe, allowed by righit under the zoning in existence at file time Of this zoning Map
amendment :for the purposes of addressling the fiscal impacts of development on the County's public
facilities *and infrastructure, i.e., schools, publio safety, libraries, parks and transportation. For the
purposes of this Proffer 1, the munber o`jf units allowed by right under the applicable zoning is twelve
(12). A "market rate" unit is any unit in tile, Project that is not considered an AHordable, Dwelling Unit
as dofined. in Proffer 1 The cash contributions shall be Twenty Thousand, Four Hundred SlAy and
57/100 Dollars ($20,460,57) cash for each single family det4ched dwelling unit, offierthan an Affordable
:Dwelling Unit within the Project. in otilher words, the cash contributions for the "market rate" single
family units shall begin after a building permit for the twelfth (12) market ratte'unit is obtained. Tho cash
contributions shall be, Thirteen Thousand dine hundred thirteen and 181100 Dollars ($13,913,18) cash for
eaeli, single family attached or townhouse dwelling unit, other than. an Af(brd,able Dwelling Unit within
the Project qualifying as such under Proffer 2, The cash contribution shall be paid at the time of the
issuance of the building permit 1br each mew unit, unless the timing of the payment is otherwise specified
-by state law.
Pagel of it
-within the Property, the Owner shall be Nliizved of installing speed bumps, ,arid this Proffer 4 shall I be
ftilly satisfied.
This Proffer Statement may be executed in arty number of counterparts, each of which shall be an original
and all of which together shall constitute but i one and the same instrument.
WITNTBSS the following signatures.,
OWNER:
T)Xoss Acquisitions, LLC, a Virginia limited! liability company
by:
R. Coran Capsbam, President
Wallace.B. Hughes
Dy.
Wallace B, Hughes
Avon Properties, LLC,, a, Virginia limited Itiability company
By:
K Coran Capshaw, President
Page 4 of 4
2. Affo-rdabhellous—i
The Owner shall provide affordable housing equivalent to fifteen percent (15%)'Of the total
residential units constructed on the Property. The Owner or its successors in interest reserve the right to
meet the affordable howing qbjective through a variety of liousing types, or through cash coutTibutions,
as mom particularly described below, For the purpose's of this Proffer 2, "Affordable. Dwelling UbX'
shall me an any unit affordable to households with incomes less than eighty percent (801/6) of the, area
median income (as determiried1rom time to time by tire Albemarle County Office of Housing) such that
housing costs consisting of principal, interest real estate' taxes and hoincowaars insurance (PITI) do not
exceed thirty percent (30%) of the gross housleholct income; provided, however, that id no ' event shall the
stilling price for such affordable units be moire than sixty-five, percent (65%) of the applicable Virginia
Housing Development Authority (VEDA) maximum sales price/loan limit for first-time homebuyer
programs at the begiiiig of the 180-day period Yoferenoed in Proffer 2(A)(1) hereof (the "VHDA
A. For-Sale,AEord . able I D,,�elling limits, The Owner may meet the IN affb7rdab . le
_
housing objective by constructing all or a, portion of the Affordable Dwelling Units. Tlie Owner shall
impose by contract the responsibility herein of constructing and selling the Affordable Dwelling Units to
any subsequent owner or developer of the Property (or any portion thereof), Such subsequent owner(s)
and or devoloper(s) shall succeed to the obiligations of the Owner under� this Proffer 2; and the term
0
110wiiee'sball refer to such subsequent owner(s) and/or doveloper(a), as applicable,
(1) Role of County Housing Off -ice, Alt purchasers of the for -sale Affordable Dwelling
Units shall, be approved by the AlVernarle County Housing Office or its designee (the "Housing
Office"). At the proposed time of construction of any Affordable Dwelling Unit, the Owner shall
provide the Housing Office a period of one hundred eighty (ISO) clays to identily and approve an
pligible, purchaser for such affordabIQ unit. The 180-day qualification period shall -commence
upon written notice from the, Owner ',,o the Housing Office of the approximate date the, Unit is
.expected to receive a ceifificate of occupancy from the County (the "Notice"), Such Notice shall
be given no more than ninety (90) days prior to the expected issuance of the certificate of
11 pen nety (90) days after the
occupancy, and the 190-day appro iod. shall no less than nit
issuarloe of the certificate Of occupancy. Nothing in. this Proffer 2 shall prohibit the Housing
Office from praviding the Owner with information on income eligibility sufficient for the Owner
to identify eligible purchasers of -Affibr-dable Dwelliug Units for approval by the, Housing Office.
If, during the 190-day qualification 'period, (i) the Housin,,g Office fails to approve a qualified
purchaser, or 61) a qualified purcliaiser fails to cxcQutc a purchase 'contract for an Affordable
Dwelag;Unit, then, in either case, Ithe Owner shall have the right to sell the Unit -without any
restriction on sales price or income olf the purchaser(s), and such unit shall be counted toward die
satisfaction of this Proffer 2, This Rrolffer 2 shall apply only to the First sale of each of the for -
sale Affordable Dwelling Units. Forr the purposes of this Proffer 2, such Affordable Dwelling
Units shall be deemed to have been provided when the subsequent Owner/builder provides
written notice to the Albemarle Couml-y Office of Housing or its designee that the, uuil(s)'will be
available for sake.
(2) Lraak "j. Eaah subdivision plat and site plan for land within the Property shall: i) designate
the lots or units, as applicable, that will constitute Affordable Dwelling Units within such subdivision
plat or site plan and ii) contain a running talle;y of the AffordablQ Dwelling Units either constructed or
contributed for under this Proffer 2.
B. QaLsh__1pLie;u€af_Qons1Tu if at any tunic prior to the
Co unty's approval of any initial -site plan or subdivision plat for the, Property which includes one or more
Page 2 of 4
within the Property, flie, Owner shall be relieved of installing smeed bumps, and. this 'Proffer 4 shall be,
fully satisfied.
This Proffer Statement. may be executed in any number of counterparts, each of N*ich shall be an original
and all of which together shall ooristitute but one arid the same, instrument.
WITNESS the following signature:
OWPNER
Moss Acquisitions, LLC, a Virginia limited liabillity company
Alan R. Taylor, Manager
Wallace B, Hughes
By:
Wallace, J3 " Hughes,
Avon Properties, LLC, a Virginia limited hibility company
By:
Alan RTaylor, Manager
Paige 4 of 4
for -sale Affordable Dwelling Units, the Housing Office. informs the thou -current Owner in writing that it
may not have; a qualified purchaser for one or more of the for -sale Aflordable; Dwelling Units at the time
that the then -current Ownerlbuilder expects the units to be completed and that the Housing Office will
instead accept a cash contribution to the Housing Offfice to support affordable housing programs in the.
amount of Twenty-one Thous -and One Huadrcd Twenty -Five Dollars ($21,125.00) in lieu of each
Affordable, Dwelling Unit(s), then the then -current Owner/builder shall pay such cash contribution to the
County prior to obtairiing a certificate of ocoupnuoy for the unit(s) that were originally planned to be
Affbrdable dwelling Units, and the- then-otirrent Owner/builder shall have the right to sell the unit(s)
without auy-restriction. on sales price or income of the purch&ser(s),
C, Prior to the issuance of the forty-eighth (48") building permit for a market rate dwelling unit
within the Property, the thou -current Owner/btlitder shall obtain certificates of occupancy for (or make au
Affordable Housing Credit Payment on account of) seven (7) Affordable Dwelling Units within the
Property. Prior to Vat, issuance of the ninety-sixth (96th) building permit for a market rate dwelling unit
within the Property, the then -current Owner/builder shall obtain certificates of occupancy for (or make an
Affordable Housing Cash Payment on account of) seven (7) additional Affordable Dwelling Uniti within
the Property. Prior to tho issuance of the final !building permit for a market ratedwelling unit within the.
Property, the Owner shall obtain certificates of occupancy fox (or make an Affordable Housing Cash
Payment. on account of) all of the remaining req-aired Af-Torda ble Dwelling Units within the Property,
31 Cost indev—
Beginning January 1, 2015, the amount of each cash contribution required by Proffers I and 2
shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year
in the Marshall and Swift Building Cost index C'NiSr), The annual adjustment shall be made by
multiplying the proffered cash eantribution amount due for the preceding year by' a fraction, the
numerator of which shall be the MSI as of December I in the precedincalendar year, the denominator Of
which shall be the MSI as of December I in the year preceding the calendar year most recently ended (the
"Annual Percentage Change"). By way of example, the first annual adj-astment shall be $20,4%57 x
-2015 MSW014 MSI. Each annual adjustinemt shall be based on the amount of the proffered cash
contribution due for the immediately preceding year based on flie formula contained in this Proffer 3 (the
amount derived Pram stich fori-auta, shall be referred to hereinafter as the "Cash Contribution Due"),
provided, however, in no event shall the cash corttribution amount paid -by the Owner be less than
$20,460.57 per single 'family detached dwelling unit. and $13,913.18 per single family aflaoliod or
townhouse dvreillin- unit under Proffer 1 or $21,125.00 per Affordable Dwelling Unit 0 it under Proffer 2 (the
"Minimum Cash Contiibution."), The Anual Percentage Change shall be calculated each year using the
Cash Contribution Due, even though it may be les's than the Minimum Cash Contribution, HOWE-VER,
the arriount paid by the Owtw-r shall not be less than the hilinimum Cash Contribution, For each cash
contribution that is being paid in inoNments, the unpaid iricremental payments shall be correspondingly
adjusted each year.
4. Road Tmprovements.
If requested by `tine Avirity Home Owner's Associatlon, ("HOA'% mci so long as such request
meets all require eats of applicable health mid safety rules or regulations of the County and its
emergency response agencies, the Owner shall install Traffic calming, Speed humps (or raised cross-
-walks) in up to four (4) locations along -Aviaity Loop, genterally hi the areas shown on the Application
Plan, The Avinity F.OA shall have two (2) years from the issuance of the far ty-eighth (48th) building
permit for a markst rate dwelling unit within the Property torequest that the Owner install such traffic
calming speed hu 's along Avinity Loop. If the HOA does not request speed bumps as provided herein,
Inp
within (2) years of the issuance of the forty-eighth (48tll) building permit for a market rate dwelling unit
Pagp, 3 of 4
TH
SCOTT R. COLLINSZ
No. 35791 11h,
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