HomeMy WebLinkAboutARB201700094 Plan - Approved 2017-11-09 (3)GENERAL NOTE-'
OWNERS. •
AVINITY ESTATES LLC
455 SECOND STREET SE, 5TH FLOOR
CHARLOTTESVILLE, VA 22902
DEVELOPER:
RIVERBEND DEVELOPMENT, INC.
455 SECOND STREET SE, SUITE 400
CHARLOTTESWLLE, VA 22902
ENGINEER:
COLLINS ENGINEERING
200 GARRETT ST, SUITE K
CHARLOTTESWLLE, VA 22902
TAX MAP NO.:
09100-00-00-016C0 09100-00-00-016EO
ZONE. • PRD ZONE. • PRO
DB 4730 PG 296 DB 4571 PG 88
09100- 00-00-016A 0
ZONE. • PRD
DB 4571 PG 88
TOTAL PROJECT AREA:
AVINITY 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, 201 Z
DA TUM:
NAD 83
FLOODPLAIN:
THERE 1S NO FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP 1D
51003C0407D & 5100JC0426D DATED FEBRUARY 4, 2005.
STORMWATER MGM
STORMWA TER FOR AVINITY ESTATES WILL BE HANDLED BY A PROPOSED
STORMWA TER MANAGEMENT FACILITY JUST UPLAND OF THE EXISTING SWM POND.
ADDITIONAL AVINITY ESTATES STORMWA TER WILL BE TREATED BY A SECOND SWM
FACILITY AT THE SOUTH OF THE SITE. SWM SHALL MEET ALL STATE REGULATIONS
REQUIRED WITH THE DEVELOPMENT. REFERENCE APPROVED WPO-2015-00057
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
IRA VEL WA Y.
PROPOSED USES:
SINGLE-FAMIL Y A TTACHED UNI IS & TOWNHOUSE UNI IS
SINGLE FAMIL Y A TTACHED UNITS: 51 TOTAL UNITS (A VINI TY ESTA TES)
TOWNHOUSE UNITS: 51 TOTAL UNITS (AVINITY ESTATES)
DENSI TY-
TOTAL NUMBER OF UNITS PROPOSED: 102 UNITS
PROPOSED DENSITY- 8.58 UNITS/ACRE
MAXIMUM ALLOWABLE UNITS WITHIN A VINI TY ESTATES: 102 UNITS
MINIMUM ALLOWABLE UNITS WITHIN AVINITY ESTATES. 60 UNITS
SITE AMENITIES.
CLUBHOUSE/PA VILION AREA (1,000 SF MIN - 1, 314 SF PROVIDED)
TOT LOT (4,000 SF MIN - 4,000 SF PROVIDED)
DOG PARK (10,000 SF MIN - 10,000 SF PROVIDED)
PASSIVE RECREATION AREA (6,000 SF MIN - 20,500 SF PROVIDED)
ACTIVE RECREATION GRASS COURTYARD (11,500 SF MIN - 16,550 SF PROVIDED
BETWEEN A VINI TY I PHASE N & 1 V UNI IS)
RIGHT -OF- WA Y• 2.37 ACRES
OPEN SPACE.• 2.41 AC OPEN SPACE (AVINITY I PLATTED)
J.60 AC OPEN SPACE (AVINITY ESTATES)
6.01 / 21.13 AC TOTAL AVINITY I & ESTATES = 28.59
LOTS° 6.01 ACRES
SETBACKS:
FRONT - 6' MIN (WITH VARIATION SUBMITTED TO THE COUNTY) MIN. 18' FROM
FRONT OF GARAGE TO BACK OF SIDEWALK
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 THAT 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 DRIVEWAY AND A GARAGE. ADDITIONALLY, ROADWAYS SHALL
ACCOMMODATE OVERFLOW PARKING ON -STREET WITH ON -STREET PARKING
BUMPOUTS (3I).
TOTAL NUMBER OF UNITS: 102 UNITS
TOTAL NUMBER OF OFF-STREET PARKING SPACES PROVIDED:
102 UNITS x 2 SPACES PER UNIT = 204 OFF-STREET PARKING SPACES
TOTAL NUMBER OF ON -STREET PARKING SPACES:
(1) SPACE PER (4) UNITS REQUIRED: 26 ON -STREET SPACES REQUIRED
TOTAL NUMBER OF ON -STREET PARKING SPACES PROVIDED: 31 BUMPOUT SPACES
AN ADDITIONAL (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).
STREE IS. •
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 CONSTRUCTION TRAFFIC FOR THE DEVELOPMENT OF AVINITY ESTATES SHALL
ENTER THE SITE FROM THE EXISTING DRIVEWAY AT ROUTE 20.
DENSI TY
A VINI TY l: 107 UNI TS/9.243 AC = 11.58 UNITS/AC
A VINI TY ES TA TES: 102 UNI TS111. 886 AC = 8.58 UNI TS/AC
LANDSCAPING:
ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH
ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE OUTSIDE OF THE ROW
WITHIN A 5' WIDE LANDSCAPING AND MAIN7ENANCE EASEMENT AND ALL STREET
TREES SHALL BE MAINTAINED BY THE HOA.
LIGH77NG:
NO OUTDOOR STREET LIGHTING IS PROPOSED AT THIS TIME. THE FINAL SITE PLANt
SHALL INCLUDE AN OVERALL OUTDOOR LIGH7TNG PLAN FOR THE PROJECT:
TRAFFIC GENERA TION:
TRIP GENERATION BASED ON I TE TRIP GENERATION MANUAL (8 TH EDITION)
51 SINGLE FAMILY UNITS (CODE 210)
488 VPD (244 EN TER/244 EXIT)
AM PEAK.- 38 VPH (10 ENTER/28 EXIT)
PM PEAK: 52 VPH (32 ENTER/20 EXIT)
51 TOWNHOME UNITS (CODE 230)
296 VPD (148 ENTER/148 EXIT)
AM PEAK: 22 VPH (4 ENTER/18 EXIT)
PM PEAK: 27 VPH (18 ENTER/9 EXI T)
TRASH:
ALL UNITS SHALL HAVE AN INDIVIDUAL TRASH CONTAINER AND THE HOA SHALL
PROVIDE TRASH COLLECTION SERVICES.
RESERVOIR WATERSHED:
MOORE'S CREEK WATERSHED
A GRICUL 77JRAL -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.
AFFORDABLE UNITS:
CASH IN LIEU OF AFFORDABLE UNITS WILL BE PROVIDED.
AVINITY ESTATES
SCOTTSVILLE DISTRICT
ALBEMARLE COUNTY,
VIRGINIA
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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 5100JC0407D & 51003CO426D
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, EXCEPT FOR THE LANDSCAPIING EASEMENT, THE
EMERGENCY ACCESS EASEMENT, AND THE STORMWA TER MANAGEMENT EASEMENT FOR ACCESS, WHICH SHALL BE
MAINTAINED BY THE HOA.
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
0
TO RICHMOND P INFERS-fAT� 6�'
PIEDMONT
VIRGINIA
COMMUNITY
COLLEGE
MILL CREEK u
MONTICELLO HIGH
SCHOOL
LAKE REYNOVIA �O
�Q LE ELEMENTARY
SCHOOL
THIS
MILL CREEK �0
SOUTH O
VICINITY MAP
SCALE: 1" = 3000'
ROAD PLAN SHEET LIST
Sheet Number
Sheet Title
1
COVER SHEET
2
EXISTING CONDITIONS
3
LAYOUT PLAN
3A
LAYOUT PLAN
4
UTILITY PLAN
4A
UTILITY PLAN
5
GRADING PLAN
5A
GRADING PLAN
6
TRAFFIC, NOTES, & DETAILS
7
TRAFFIC, NOTES, & DETAILS
8
PROFFERS
9
LANDSCAPING PLAN
9A
LANDSCAPING PLAN
10
SITE SECTIONS
TOTAL NUMBER OF PAGES: 14 SHEETS
Avinity it Range of Residential Uses
Rezoning Allowable Uses
Proposed Uses
Single Family
Proposed
Proposed Single
Block
Townhame
Attached/Detached
Townhouse
Family
(min -max)
(min -max)
Units
Attache d/Detache
A
0-20
0-9
12
5
B
0-30
0-15
15
8
C
0-30
0-15
14
13
D
0-34
12-32
10
25
TOTAL
0-122
12-71
51
1 51
TOTAL U N ITS: 102
1) Within Avinity I, a 24 unit condo building is proposed to be eliminated and in
its place, 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.
LEGEND
ROADS
EXISTING CULVERT
--
CUL VERT
u O
DROP INLET & STRUCTURE NO.
CURB
CURB & GUTTER
PROPOSED PAVEMENT
EC-3A DITCH
6 , (
DEPTH OF EC-3A DITCH
EC-2 DI TCH
6"
DEP77-1 OF EC-2 DITCH
EARTH DITCH
DR/ VEWA Y CUL VER T
BENCH MARK
— _ CLEARING LIMITS
as VDOT STANDARD STOP SIGN
200 EXISTING CONTOUR
20o PROPOSED CONTOUR
240.55 PROPOSED SPOT ELEVAT70N
— TBC DENOTES TOP/BACK OF CURB
T/B DENOTES TOP OF BOX
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNERJZONING
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CDT- _ '� d AVLtTS OR 3dMi101.0,
sATE 8A5E AdMTET4ek TYPE7; 'k. ON 54rt)ER€REYAT6D S"ECi>SA°SS T'(iE'NK71 I$ T9 t,*f} ENTIRE PAVEhO.'T AKA
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BRIDGE APPROACH SLABS zTaTHE OUTLET OE
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sTETL.
WECOWATION STANDARD COMBINATION UNDERDRdAIN
232 (AT GRADE SAGS AND BRIDGE APPROACHES) ,
'4iQC:I DEPARTMENTOFTR�iT?RTA7E}!i
7qt SSe.Ct;
ALBEMARLE COUNTY
FINAL PLAN GENERAL NOTES
GENERAL WATER & SEWER CONDITIONS
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY
(ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER
ACSA OFFICIALS AT THE START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LiNE OF THE PROPOSED WORK ARE NOT
NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROX/MA TEL Y
CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND
LINES AND STRUCTURES, AS NECESSARY.
J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE
GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER
MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL
FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE
DlTCHEs.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE
VALVE DURING A FUTURE EXTENSION OF THE LINE.
9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION
REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH
AMENDS THE SAFE DRINKING WATER ACT).
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REFLECTIVE 7A)E
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.. THE e1vd 5i9tiiD SAFETY 5tC& s5L-1l IS TO flf USED ONLYlT WHEN SPECIFIEDSPECIFIEDIN7FTHEPLA?u
an THE GRNrdACE 3t+'wstidY s.HEET AND/ THE GFkNNACB GE'ac:RIP7iCN+. FOR MPNnCa.ES.
NkiCT16Pa BOAF5, fR0 TNtOF` tiLE tS N7rH HEIUHY3 CP.£ATER THAN 1. FEET, iH£ SP.4CIPJC OF
ALJNENT Srl ETY AAOS Sktplf BE 2" TG 12' M'iT!: NC SAFETY 5118 LOCATEQ'bi'kTMN 5 IFFY
6F ,If TOP' OR GkrT0.k Oi' THE STRUCTi:WYE, SAFETY SLABS SHALL NOT HE LOCATED BELOW
t•'iY MET
PIPE OF .A" ➢IAMETER OR GREATER.
2 1'h1E COST tlF Tiff Si-i R IP{vLtDED IN THE COST OF THE STRUCTURE, SEE CT +a PLACE DRP>KaIGy
faR FURTkNeR DETAILS
P PS4A4N€ SIDE
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Table 4: Pavement Design (VDOT Pavement Design Guide)
Alignment: Access Road
Description:
Tangent Data
Description PT Station Northing Easting
Start: 10+11.637-38855621.368-114827322.936
End: 10+31.089-38855605.396-114827311.834
Tangent Data
Parameter Value Parameter Value
Length: 19.452 Course: N 34' 48' 02.4402" E
Curve Point Data
Description Station Northing Easting
PC: 10+31.089-38855605.396-114827311.834
RP:-38855639.639-114827262.565
PCC: 10+73.179-38855581.685 114827278.101
Circular Curve Data
Parameter Value Parameter Value
Delta: 40' 11' 33.7328" Type: RIGHT
Radius: 60.000
Length: 42.090 Tangent: 21.953
Mid -Ord: 3,653 External: 3.890
Chord: 41.232 Course: N 54' 53' 49.3065" E
Curve Point Data
Description Station Northing Easting
PCC: 10+73.179-38855581.685-114827278.101
RP:-38855484.999-114827304.020
PT: 11+45.138-38855540.691 114827220.843
Circular Curve Data
Parameter Value Parameter Value
Delta: 41' 11' 18.7550" Type: LEFT
Radius: 100.100
Length: 71.959 Tangent: 37.614
Mid -Ord: 6.397 External: 6.834
Chord: 70.420 Course: N 54' 23' 56.7957" 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' 17.418V 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+00.000-38856094.954-114827627.386
End: 11+41.176-38855971.226-114827559.400
Tangent Data
Parameter Value Parameter Value
Length: 141.176 Course: N 28' 47' 17.0021" E
Curve Point Data
Description Station Northing Easting
PC: 11+41.176-38855971.226-114827559.400
RP:-38856452.797-114826682.993
PT: 12+46.116-38855882.074-114827504.135
Circular Curve Data
Parameter Value Parameter Value
Delta: 06' 00' 45.4378" Type: RIGHT
Radius: 1000.000
Length: 104.940 Tangent: 52.518
Mid -Ord: 1.376 External: 1.378
Chord: 104.892 Course: N 3V 47' 39.7210" E
Tangent Data
Description PT Station Northing Easting
Start: 12+46.116-38855882.074 114827504.135
End: 15+63.607-38855621.368-114827322,936
Tangent Data
Parameter Value Parameter Value
Length: 317.491 Course: N 34' 48' 02.4399" E
Alignment: DEGRAW_STREET
Description:
Tangent Data
Description PT Station Northing Easting
Start:5+88.380-38855726.382-114827171.845
End: 8+17,460-38855595.640-1'14827359.953
Tangent Data
Parameter Value Parameter Value
Length: 229.080 Course: N 55' 11' 57.5600" W
Curve Po
int Data
Description Station Northing Easting
PC: 8+17.460-38855595.640-114827359.953
RP:-38854774.498-114826789.229
PT: 8+34,969-38855585.522-114827374.242
Circular Curve Data
Parameter Value Parameter Value
Delta: 01' 00' 11.4590" Type: RIGHT
Radius: 1000.000
Length: 17.509 Tangent: 8.755
Mid -Ord: 0.038 External: 0.038
Chord: 17.509 Course: N 54° 41' 51.8306" W
Tangent Data
Description PT Station Northing Easting
Start:8+34.969-38855585.522-114827374.242
End: 10+49.995-38855459.911-114827548.764
Tangent Data
Parameter Value Parameter Value
Length: 215.026 Course: N 54' 15' 20.7661" W
Alignment: MOFFAT_STREET
Description:
Tangent Data
Description PT Station Northing Easting
Start: 10+00.000-38855998.586-114827802.764
End: 13+36.914-38856160.834 114827507.491
Tangent Data
Parameter Value Parameter Value
Length: 336.914 Course: S 61' 12' 42.9993' E
Curve Point Data
Description Station Northing Easting
PC: 13+36.914-38856160.834-114827507.491
RP:-38857037.224-114827989.049
PCC: 14+25.271-38856206.748-114827432.033
Circular Curve Data
Parameter Value Parameter Value
Delta: 05' 03' 45.3973" Type: RIGHT
Radius: 999.979
Length: 88.357 Tangent: 44.207
Mid -Ord: 0.976 External: 0.977
Chord: 88.329 Course: S 58° 40' 50.8038" E
Curve Point Data
Description Station Northing Easting
PCC: 14+25.271-38856206.748-114827432.033
RP:-38855542.354-114826986.410
PT: 14+95.958-38856243.479-114827371.666
Circular Curve Data
Parameter Value Parameter Value
Delta: 05° 03' 45.1323" Type: LEFT
Radius: 800.000
Length: 70.686 Tangent: 35.366
Mid -Ord: 0.781 External: 0.781
Chord: 70.663 Course: S 58' 40' 50.4330" E
Tangent Data
Description PT Station Northing Easting
Start: 14+95.958-38856243.479-114827371.666
End: 16+13.990-38856300.320-114827268.222
Tangent Data
Parameter Value Parameter Value
Length: 118.032 Course: S 61' 12' 42.9992" E
Curve Point Data
Description Station Northing Easting
PC: 16+13.990-38856300.320-114827268.222
RP:-38856642.119-114827456.035
PT: 16+56.389-38856322,716-114827232.245
Circular Curve Data
Parameter Value Parameter Value
Delta: 06' 13' 44.3308" Type: RIGHT
Radius: 390.000
Length: 42.399 Tangent: 21.221
Mid -Ord: 0.576 External: 0.577
Chord: 42.378 Course: S 58' 05' 50.8339" E
Tangent Data
Description PT Station Northing Easting
Start: 16+56.389-38856322.716-114827232.245
End: 16+94.868-38856344.796-114827200.731
Tangent Data
Parameter Value Parameter Value
Length: 38.479 Course: S 54' 58' 58.6689" E
Alignment: MONTAGUE_STREET
Description:
Tangent Data
Description PT Station Northing Easting
Start: 10+00.000-38856182.955-114827469.259
End: 11+03.647-38856092.118-114827419.346
Tangent Data
Parameter Value Parameter Value
Length: 103.647 Course: N 28' 47' 16.9987" E
Curve Point Data
Description Station Northing Easting
PC: 11+03.647-38856092.118-114827419.346
RP:-38856573.689-114826542.939
PT: 12+08.587-38856002.966-114827364.081
Circular Curve Data
Parameter Value Parameter Value
Delta: 06' 00' 45.4413" Type: RIGHT
Radius: 1000.000
Length: 104.940 Tangent: 52.518
Mid -Ord: 1.376 External: 1.378
Chord: 104.892 Course: N 31' 47' 39.7193" E
Tangent Data
Description PT Station Northing Easting
Start: 12+08.587-38856002.966-114827364.081
End: 16+08.633-38855674.470-114827135.765
Tangent Data
Parameter Value Parameter Value
Length: 400.047 Course: N 34' 48' 02.4399" E
GENERAL CONSTRUCTION NOTES FOR STREETS ROAD NOTES �,��������� �����t ---
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL GRADING €'T = 1.0
DEPARTMENT OF
OR MUST NOTIFY THE DEPAR Design E COUNTY. THE CONTRACT BE MADE BY THE e n `B r ;
Location Ai3T 31C'�' se CBR S54' Li
COMMUNITY DEVELOPMENT 296-5832 48 HOURS IN ADVANCE OF THE START OF 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE
CONSTRUCTION. ( ) STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT.
THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, I SHALL BE REMOVED
FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH
(3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER.
SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE
DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES
RESUL TS FOR APPROVAL. E C
AT ROAD INT RSE TIONS SHALL BE REMOVED
ADD
t)att i
07�1
4
I 3er-gt1i Street r95
0
395
5
4
montavyx:c: Sti,ect 389
C)
.389
5
4
1v1o1iztt Strcct 29
1°^-.tttcr on } ,m ess `1'urn Lane € esivi sliall
t3
meet or
<)
cx=d Route
;
20
1
Section
3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER Access Road Paved 1'�>rtie)n
RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL PRIOR TO THE CONSTRUCTION OF THE SUBGRADE.
DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A Access Road - Orav'el Portion
NATURAL WATERCOURSE. DRAINAGE ?dote: Contr°actorto Vlore any existing pavenient being utilized and coordinate
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE tenet and are in accordance ,Nith their standards.
END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH
GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF A MINIMUM COVER OF ONE (1) FOOT.
THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS 2. .STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4 S) TO BE PROVIDED AS INDICATED ON
/ .f <'.. ? /
REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF THE PLANS OR WHERE FIELD CONDITIONS INDICATE. , //...:,K 14. r. ._
PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE J. .ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MIN/MUM OF TWENTY (20) FEET IN LENGTH
r
INCREASED TO SEVEN 7) FEET. AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN
( T ISPECIFICATIONS UNLESS:I:
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPOR N A 0 ;
ENTRANCES SHALL CONFORM TO VDOT GG-9(A, B OR C). QTHERWISE NOTED ON PLANS
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES 4• t ,
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
SHALL CONFORM TO VDOT STANDARD PE-1. a
7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH COURSE. \ `\s`.
\,
SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY PA li/EMENT � � \ r,4,� ,b\\ _
ADHERED TO. 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE
VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED
RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. DEVELOPER
METHOD OF CORRECTION. \
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND 'ter(
MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD COMPACTION BEFORE BASE IS PLACED. \ 1.
NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED MEETS REQUIRED GRADATION FOR TYPE 1, 11, OR NPRIOR TO PLACING AGGREGATE BASE,
BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE,
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT r. 1
THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS THE INTERMEDIATE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE AGGREGATE BASE. IN THE EVENT THAT THE INTERMEDIATE COURSE IS APPLIED PRIOR TO 60
DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. DAYS OR MORE AFTER COMPLETION OF INSTALLATION OF THE AGGREGATE BASE, THE PUGMILL
12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE REQUIREMENT WILL APPLY
SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS r'
5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE.14
, -<
SHOWN ON THE ROAD PROFILES 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION `
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS
,BEFORE SURFACE TREATMENT IS APPLIED.
THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT
INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT S VIDEO CAMERA
(PRIME COAT RC-250 ® 0.3 GAL./SQ. YD.).
INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.
9. ENCROACHMENT. POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO>,! a
ALBEMARLE COUNTY NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED
WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY /"
GENERAL CONSTRUCTION NOTES PERMIT ISSUED Bi' VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN CJ �d
4
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING THE STREETS RIGHT OF WAY.
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 MA Y BE REQUIRED WHEN IN THE
OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO
STABILIZE A DRAINAGE CHANNEL.
7. 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 11/.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
TYPICAL ROAD SECTIONS
11`;
STREET CROSS SECTIONS
LANDS ING
_ EASEMENT
`\ STREET
EXIST GROUND TREE \
CURB
EXISTGROUND PLANTING s7RIP 7. SIDEWALK I GUTTER TRMnWAY
7R VaWAY
LANDS
EASEMENT
STREET
TREE
CURB GurnER I s1DewAur I PCANnNc s7RlP
7' R/W (44' WNDE *1M r BUMP C UIS WOKN
TYPICAL PRIY.4TL' STREET SECTION (VAR 1PIDTH ROF)
OECRAW STREET, BERCEIV STREET, ff0A/TACUE STREET, & ffOFFAT STREET
PARIfINC IA' 7' WIDE BUMP OATS 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 IN BUMP OUTS ONLY. SEE SHEET 3 FOR LOCATION OF PARKING BUMP
OUTS.
G�
E) GROUND
EXIST. GROUND
EXIST. GROUND
EXIST. GROUND
zo' ACCESS EAS&OV
TYPICAL F&_PRGENCY ACCESS SECTION
10f00 TO 12f21- TRAVE1W.4Y 20' WIDE PAYED 2% SUPERELEVATION DOWN TO RIGHT
12f21 TO 13f58.' ArO CROSS SLOPE
13f58 TO 22f66: SUPERELEVATION DOWN TO LEFT
ACCESS DRIVEWAY SHALL BE 12' WIDE FROh1 STA. 16f50 TO STA. 18f50 AND STA. 21ff 50 TO STA. 2200
NOT TO SCALE
TOP/
OF
CURB
MIN
a \
\
2"
6„
STANDARD CG- 6
CURB & GU T TER
NO SCALE
(VARIABLE WIDTH)
4" CONC.
4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
7"
VDOT #57,#68, OR #78
STONE BASE UNDDER CURB
& CHECKED BY VOOT
PRIOR TO PAVING AND/OR
BACKFILLING.
11 a 16ase to :a JSub-Base h
13.t i
'SM-95
?
12,25
BNPI-25
3
115
21B
6
11.52 :'SM-9.5
1.5
22
13M-25
2.5
2.15
2.1A
1'1.4i !
5m-9.5
E5
125
13M-25
15
2.15
21B
5
103 ':
SM-9.5
1.5
125
BM-25
2.5
2,1.5
21A
5
SNI-9,5
3
2,25
13M-25
6
2,15
21 A
8
Sh'1-t1. \Z
1,a 7
13M--25
0
2,15
21 A
6
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1.67
BM-25
0
2.15
21A
18 -
-i VDOT on upgrades to geometric design standards to enstut the above s
Ea
0,6
53'
are
TRIP GENERATION CALCULATIONS
GENERATION
N BA O TRIP GENERATION BASED ON ITE TRIP GENE S
^ rM 0 L
o SCOTT R. COLLINSZ�
,U No. 35791 2�
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SCALE: 1" - 200'
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0-3" BM-25
INTERMEDIATE COURSE
5"-`6" COMPACTED AGGREGATE
BASE COURSE, VDOT #21 A
OR 21B DEPENDING ON
ULTIMATE TRAFFIC LIMITS \�
AND UNDERDRAINS
COMPACTED
SUBGRADE
ASPHALT PAVING
10 .01,�13 N
NO SCALE: SEE CHART ABOVE FOR MINIMUM DEPTHS
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Original Proffers ___N______
Octobei-30,2014
PROFF ER STATE, MBNT
ZMA No, 2013-016 Avinity 11
Tax Map and Parcel Number(s): 09100-00-00-016A0, 09100_00-00�016CO3 09100-00-00-016FE, 0,and
portiou of 09100-00-00-01400.
Owner(s) of Record: Wallace B. Hughes; Moss Acq uisitions, LLC; and Acorn Properties, LLC
Date, of Proffiz Signature-. October 30,2014
13.453 acres to be rezoned -from R-1 & PIS to P11D
B. Hughes is the owner of Tax Map and Parcel Number 09100-00-00-016AO, Moss
Acquisitions, LLC is the owner of Tax Map and Parcel Number 09100-00-00-016CO; and Av"
Properties, LLC is the owner of Tax Matp and Parcel Number 09100-00-00-016ED and 09100-00-00-
01400, a portion of which is subject to ibis zoning strap amoudmer-t; all the owners of such parcels are
refe.md to herein, collectively as the "OvNmer" mid the parcels are referral to herein collectively as the
"Property,"
" The Property is Cie subject of the rezoning application MA. 2013-016, fox a project to be
known as "Avinity 11" (the "Project")., which includes an application' plan prepared by Collins
Engineering entitled, "Ayinity 11 Planned Residential Development, (PIED) Application- Flab" anti ivith
latest revision date ofOctobar 13, 2014 (the "Application Plaa").
pursuanttoSection 33 oftlioAlbemarle CoountyZoning Ordiriaitoo,tiLc Owner hereby voluntarily Proffers
the, conditions listed below which shall be applied to the Property if it is rezoned to the zoning district',
identified above. These conditions are proffered as a Pat of the proposed rezoning, and the 0",Yner'
acknowledges that the conditions are reasonable.
1, cash I! gUr -for Capital 1Mp_1L0�Ve lrojects.
Ttic Owner shall contribute cash on a per "market -ratite"' dwelling unit basis in excessof the
number of units that are allowed by right under the zoning in existence at the time of this zoning map
amendment 'for -ffie purposes of addressing the fisc-al impacts of development on the County's public
facilities *and infrastr-actum, i,e., schools, public safety, libraries; parks and transportation, For the
purposes of this Proffer 1, die number 01f units allowed by right under the, applicable zoning is twelve
(112). A "market rate" unit is any emit in the Project that is not considered an Affirdalite Dwelling Unit
as defined in Proffer 2. The, cash contTabutions shall be Twenty Thousand, Four Hundred Sixty and
57/100 Dollars ($20,460,57) cash for each, single family detached dwelling unit, other than an Affordable,
Dwelling Unit within the Project. In other words, the cash contributions for the "market rate" single
family units shall begin after a building pmit for the, twelfth (12) market rate 'unit is obtained. The cash
contributions shall be Thirteen Thousand'Nine hundred thirteen and 181100 Dollars ($13,913.18) cash for
each single family attached or townloome dwelling unit, o(her thaii an kfford.able Dwelling Unit within
the Project qualifying as such imder Proffer 2, The cash contribution shall be. paid at the time of the
issimce of the building permit for each riLew unit, unless the timing of the payment is otherwise specified
by state law,
Page -L of 4
-within the, Property, tare Owner shall be relieved of installing speed bumps, zrid this Proffer 4 shall be
frilly satisfied.
This Proffer Statement may be executed in aiuy number of counterp4rts, each of which shall be an original
and all of which together shalt constitute but one and the same instrument,
WITNTESS the fullowing signatures"
OWNER -
Moss Acquisitions, LLC, a Virginia limitedl liability oompany
by:
R. Corari Capsbam;, President
Wallace. B. Hughes
By,
Wallace B. Hughes
Avian Properties, LLC,, a Virginia limited [liability company
By:
R, Coran Capshaw, President
page 4 of 4
2, Affordable Housing.
The Owner shall provide affordable housing equivalent to fifteen percent (15%) of the total
residential units constructed on the Property. The Owner or its successors iii interest reserve the right to
meet the affordable housing objective through a variety of 1�oushig types, or through cash contributions,
as more . particularly described below. For the purpose$ of this Proffer 2, "Affordable, Dwelling Urd-r,
shall inean any unil affordable to households wide income's less than eighty percent (80%) of the area
median income (as determined'froin three to time by the Albemarle County Office of Housing) such that
housing costs consisting of principal, interest, real estate taxes and homeowners insurance (PITI) do not
exceed ehirty percent (30%) of the, gross household Income; provided, however,'that in no ' event shall the
selling price for such affordable units be mote than sixth -five percent (65%' of the applicable Virginia
Housing Development Authority (vTMA) maximum sales price/loan. Iiinit for first-time homebuyer
programs at the beginning of 'the 180-day period referenced in Proffer 2(A)(1) hereof (the "VHDA
A. Afforda.ble"Dwellhig - Unit& The Owner may meet the I5c 6 affdrdable
housing objective by constructing all or a portiou of the Affordable Dwelling 'Units, The Owner shall
inipose by contractthe responsibility herein of constructing and selling the, Affordable Dwelling Units to
any s-ubsequent owner or developer of the Property (or any portion thereof). Such subsequent owner(s)
andior devolopor(s) shall succeed to the obligati ns of the Owner, under, this Proffer 22; and the term,
"Owaee'shall refer tosuck subsequentowner(s) and/or dvielopor(s), asapplicable,
(1) r-,ole of Couril i_Cznv,, Officq. Alt purchasers of the for -sale Affordable Dwelling
Units shall be approved by the AlVerharle County Housing Office or its dosignee (the "Housing
bfficell). At the proposed time of construction of any Affordable DwellingUnit, the Owner shall
provide the Housing Office, a period of oaf, hundred eighty (180) days to identify and approve an
eligib1c, purchaser for such affordable unit. The 180-day qualification period shall commencD
upon written notice frcxn the, Owner to tile Housing Office of the approximate date the Unit is
expected to receive a certificate of occupancy fforli the County (the "Notice"), Such Notice shall
be given no more tl;an ninety (90) days prior to the expected issuance V, the, certificate of
occupancy, and the 1.80-day approval period shall extend no less than ninety (90) days after the
issuance of thc, certificate of occupancy, Nothing 41 this Proffer 2 shall prohibit the Housing
Office from providing the Owner with information on income eligibility sufficient for the Owner
to identifvoligible purchasers of Affordable Dwelling Units for approval by the Housing Office.
Jduring the 180-day qualification period, (i) the Housing Office fails to approve a qualified
purchaser, or (ii) a quatified purchaser fails to excoute a purchase 'contract for an Affordable,
Dwelling Unit, then, in either case, 'the Own:.-r shall have the right to sell the Unit without a
restriction on sales price or income of the purobaser(s), and such unit shall, be counted toward the
satisfaction of this Proffer 2, This :Proffer 2 shall apply only to the first sale of each of the for -
sale Affordable Dwelling 'Units. For the Purposes of this Proffer 2, such Affordable Dwelling
Units shall be deemed to have b6en provided when the subsequent Oymer/builder provides
written notice to the Albemarle Conicity Office of Housing or its designee that the unh(s)'will be
available for sale,
(2) ILaSkLi L x. �E I aeb aiZbdivisi plat and site plan for land within the Property shall: i) designate
on
tile lots or units, as applicable, that will corastitute Affordable Dwelling Units within such subdivision
plat or site plan and ii) contain a- running talley of the Affordable Dwelling Units dither' constructed or
contributed for tinder this Proffer 2.
13, Cash In _ugu of C:Q_n jt, ff at army` time prior to the
County'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, the Owner shall be relieved of installing -speed bumps, and this Proffir 4 shall. be
fully satisfied.
This Proffer Statement may be executed in any nurnber of counterparts, each of Miich shall be an original
and all of which together shall constitute but one aced the same instrument.
WITNESS the following signatures:
OWNBR
Moss Acquisitions, LLC, a Virginia limited liability company
By,
Alan R. Taylor, Manager
Wallace B. Hughes
By�
Wallace, B, Hij&es
Avon Properties, LLC, aVirginia limited liability company
By:
Alan R, Taylor, Manager
Pe�-,Q 4 of 4
for -sale Affordable Dwoilaig Units, the Housingo Office, informs1he then-cuiTent Owner in writing that it
may not have a qualified purchascr for one or more of the for -sale Affordable, Dwelling Units at the turle
that Cho than-currtnt Owner/builder expects tiro units to be completed and that, the Housing Office will
instead accept a cash contribution to the Housing Office to support affordable housing programs,in the,
amotmt of Twenty-one Thousand One Hundred Twonty-rive Dollars ($21,125.QG) in lieu of each
Affordable Dwelling Unit(s), then the then-ourrent Owner(buildershall pay such cash contribution to the
County prior to obtaining a oertifloate of occupancy for the unit(s) that were originally planned to be
Affordable dwelling Units, and tdie then -current Owner/builder shall have the right to sell the unit(s)
without any-restniction on skies price or income of rie purclinsor(s),
C. Prior to the issuance of the forty-eigghth, (48'1 building permit for a market rate dwelling unit
within the Property, the tluinrcmTent Owner/builder shall obtain certificates of occupancy for (or make arc
Affordable Housiria Credit Payment on accounl of) seven (7) Affordable Dwelling Unit within the
Property. Prior to the issuance of the ninety-sixth (96th) building permit for a market rate dwelling unit
wifnin the Property, the. then-rurreent Owner/builder shall obtain certificates of occupancy for (or make an
Affordable HousingCas
a h Payment on account of) &even (7) additional Affordable Dwelling Units within
the Property. Prior to the issuance of the final building permit:^for a market rate dwelling unit within the
Property, the, Owner shall obtain certificates of occupancy for (or make an Affordable Housing Cash
Payment on account of) all of the rernainirig required Affordable Dweilling Units within the Property,
3. Cost Index.
Beginning J,,;inuW 1, 2015, the amouill: 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 ffide-x C'MSV), The annual adjustment shall be made by
multiplying the proffered, cash contribution amount due for the preceding year by' a fraction, the
numerator of whicla shall be the MSI as of December 1 in the precedin� calendar year, the denorrunator of
which shall be the MSI as of Dectraber I in the, year preceding the calendar year most recently ended (the
"AnruW Percentage Change'). By way of example, the first annual adjustment shall be $20,460.57 x.
2015 MS22014 MS1. Each annual adjustment shall be based on the amount of the proffered cash
contribution due, for the Rumediately preceding year based on the formula, contained in this Proffer 3 (the
aninount derived fi-o-an such forniqla shall be referred to hereinafter as the "Cash Contribution Due"),
provided, however, iii no event shall the cash contribution amount paid by the Owner be less than
$20,460.57 per single family detached dwelling unit. and $13,913.18 per single family attachr d or
townhouse dwellingunit under Proffer I or $21,125.00 per Affordablf, Dwelling Unit under Proffer 2, (the
"Minimurn Cash Contributioif'). The Annual Percentage Change shall be calculated each year using the
Cash Contribution Due, even though it may be less than the Minimum Cash Contribution, HOWEVER,
the amount paid by the Owner shall not be less than the hifinimurn Cash Contribution, For each ca. , sh
coutnbution, that is being paid in increments, the tnipaid, incremental payments shall be correspondingly
adjusted each year.
4, Road Improvements
If requested bytho Avinity Horne Owners Association, ("HOA"), and so long as snelt request
meets all requirements of applicable health and safety rules or regulakions of the County and its
emergency response agencies, tile 0-VIllor shall install traffic calming, speed humps (or raised cross-
-walks) in up to four (4) locations along Avinity Loop, gQncrafly in the areas shown on the Application
Plaa. The Avinity HOA shall have -two (2) years from the issuaricc, of the forty-eighth (49th) biiildirig
permit for a market rate dwelling unit within the Property to, request that the Owner install such traffic
cahning speed humps along Avinity Loop. If rho HOA does not reqne�t speed bumps as provided herein,
Nvithin (2) years of the issuance of the forty-eighth (48fli) building permit for a market rate dwelling unit
Page 3 of 4
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