HomeMy WebLinkAboutSDP202000050 Plan - Submittal (First) Initial Site Plan 2020-06-08GENERAL NOTES
OWNER:
STANLEY MARTIN COMPANIES LLC
11710 PLAZA AMERICA DRIVE, SUITE 1100
RESTON, VA 20190
DEVELOPER.
STANLEY MARTIN HOMES
404 PEOPLE PLACE, SUITE 303
CHARLOTTESVILLE, VA 22911
ENGINEER.
COLLINS ENGINEERING
200 GARRETT ST, SUITE K
CHARLOTTESVILLE, VA 22902
(434)293-3719
TAX MAP NO.:
090000-00-00-03100 (DB 5237, PG.405)
1960 AVON STREET EXTENDED
CHARLOTTESVILLE, VA 22902
TOTAL AREA:
5.262 ACRES
ZONING:
PRD PLANNED RESIDENTIAL DEVELOPMENT
(ZMA 2012-0004 & ZMA2014-6)
A VARIATION IS BEING REQUESTED WITH THIS INITIAL SITE PLAN AND PRELIMINARY
SUBDIVISION PLA T
PROPOSED USE:
RESIDENTIAL DEVELOPMENT - TOTAL 30 RESIDENTIAL LOTS
28 SINGLE FA MIL Y A TTACHED RESIDENTIAL UNI IS (TH UNI IS)
2 EXISTING SINGLE FAMILY DETACHED RESIDENTIAL UNITS
DENSITY.•
ALLOWABLE DENSITY PER ZMA APPLICATION PLAN: 6 DU/AC
TOTAL ALLOWABLE NUMBER OF LOTS. 30 TOTAL LOTS
TOTAL NUMBER OF PROPOSED UNITS: 30 RESIDENTIAL LOTS
PROPOSED VARIATIONS:
A VARIATION TO THE APPROVED APPLICATION PLAN IS BEING SOUGHT WITH A WAIVER
REQUEST THAT SHALL ACCOMPANY THE REVIEW AND APPROVAL OF THIS INITIAL SITE PLAN
AND PRELIMINARY SUBDIVISION PLAT. THE WAIVER SHALL INCLUDE A MODIFICATION TO THE
LAYOUT FROM THE ORIGINAL APPLICATION PLAN, A MODIFICATION TO THE ROADWAY
NETWORK (BUT WILL KEEP THE SAME ROADWAY CONNECTIONS), A MODIFICATION TO
THE SETBACKS (BASED ON THE ROADWAY CHANGES), AND A MODIFICATION TO THE TIMING
OF THE INSTALLATION OF THE LANDSCAPING BUFFER AREAS AND SCRIM FENCE.
OPEN SPACE.•
TOTAL OPEN SPACE PROPOSED = 1.316 AC (257.)
OPEN SPA CE A: 8,296 SF
OPEN SPACE B: 49,040 SF
TOTAL OPEN SPACE REQUIRED (257) = 1.316 ACRES
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 NO OPEN SPACE IS PROPOSED TO BE DEDICATED PUBLIC SPACE.
BUILDING HEIGHTS.
MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 30 FEET
RECREATIONAL AMENITIES: PER PROFFER #8, THE OWNER SHALL PROVIDE AND INSTALL A 40'x5O' FENCED DOG
PARK WITH (2) SMALL BENCHES AND (2) ADDITIONAL PLAY STRUCTURES FOR OLDER
CHILDREN IN THE EXISTING TOT LOT AREA ON TMP090FO-00-00-OOA1, OWNED BY THE
AVON PARK COMMUNITY ASSOCIATION.
SETBACKS:
FRONT 10' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE)
SIDE: NONE - MIN. 10' BUILDING SEPARA TION
REAR: 5' MINIMUM (ADJACENT TO OPEN SPACE)
15' MINIMUM (ADJACENT TO A PROPERTY LINE)
SUBDIVISION STREETS:
CURB & GUTTER
WATERSHED:
RIVANNA RIVER DRAINAGE DISTRICT - NOTE: THIS SITE IS NOT LOCATED WITHIN A PUBLIC
WATER SUPPLY RESERVOIR WATERSHED.
AGRICULTURAL/ FORESTAL DISTRICT. NONE
TOPO & SURVEY:
THE BOUNDARY LINE AND PARCEL INFORMATION WAS PROVIDED BY ROUDABUSH, GALE AND
ASSOCIATES MAY 2018. THE TOPOGRAPHY INFORMATION IS BASED ON FIELD SURVEY
COLLECTED IN MAY 2010. THE PROPERTY IS CURRENTLY BE SURVEYED FOR UPDATED
TOPOGRAPHY FOR THE FINAL SITE PLAN. INFORMATION FIELD VERIFIED BY COLLINS
ENGINEERING MARCH 2O20.
DA TUM:
NAD 83
EXISTING VEGETATION:
PARTIALLY WOODED WITH (2) RESIDENCES ON THE PROPERTY AND EXISTING
GRAVEL DRI VEWA YS.
LIGHTING:
NO STREET LIGHTING IS PROPOSED WITH THE DEVELOPMENT.
PARKING:
PARKING REQUIRED: 2 SPACES PER UNIT + (1 SPACE PER 4 SFA UNITS)
28 SFA UNITS + 2 SFD UNITS = 60 OFF-STREET PARKING SPACES
7 ON-STREET/SURFACE PARKING SPACES
TOTAL PARKING SPACES REQUIRED: 67 SPACES
PARKING SPACES PROVIDED (MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE):
OFF-STREET PARKING SPACES: (2) SPACES PER LOT = 60 SPACES
ON-STREET/SURFACE PARKING SPACES PROVIDED FOR GUEST PARKING = 21 SPACES
TOTAL PARKING SPACES PROVIDED: 81 TOTAL PARKING SPACES
PHASING:
THIS PROPERTY SHALL BE DEVELOPED WITHIN 1 PHASE.
BUILDING SI TES.'
PARCELS 1-30 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH HE REQUIREMENTS OF
SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
BURIAL SITES:
NO KNOWN CEMETERIES EXISTS ON THE PROPERTY.
STREAM BUFFERS:
THERE ARE NO WPO 100' STREAM BUFFERS ON THIS PROPERTY. ANY STREAM BUFFER
SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION
ORDINANCE.
WETLANDS/STREAMS.-
THERE ARE NO WETLANDS OR STREAMS LOCATED ON THE PROPERTY.
FLOODPLAIN.
THE PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X AS SHOWN ON THE FLOOD
INSURANCE RATE MAP COMMUNITY PANEL NO: 51003C0407D, DATED FEBRUAR Y 4, 2005.
CRITICAL SLOPES:
THERE ARE NO PRESERVED SLOPES ON THE PROPERTY. MANAGED SLOPES ARE SHOWN ON
THE PROPERTY BASED ON THE ALBEMARLE COUNTY GIS MAPPING FOR THIS PARCEL.
THESE MANAGED SLOPES ARE SHOWN ON SHEET 2 AND SHEET 4 AND SHALL BE MANAGED
IN ACCORDANCE WITH THE ALBEMARLE COUNTY ZONING REQUIREMENTS.
RETAINING WALLS:
NO RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT.
LANDSCAPING:
STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH
ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY
CODE.
IN ADDITIONAL, LANDSCAPING BUFFERS SHALL BE PROVIDED ALONG THE BOUNDARY OF THE
PROPERTY IN ACCORDANCE WITH THE APPROVED APPLICATION PLAN AND PROFFERS. SEE
THIS SHEET AND SHEET 3 FOR ADDITIONAL INFORMATION ON THE REQUIRED AND PROPOSED
LANDSCAPING BUFFERS. ALL LANDSCAPING BUFFER AREAS SHALL BE INSTALLED PRIOR TO
THE FIRST CERTIFICATE OF OCCUPANCY.
TRASH:
EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER TO BE STORED WITHIN THE
GARAGE.
STORMWATER MANAGEMENT.• AN UNDERGROUND DETENTION FACILITY IS PROPOSED WITH THE DEVELOPMENT TO
ACCOMMODATE THE WATER QUANTITY REQUIREMENT FOR THE PROJECT. WATER QUALITY
SHALL ACCOMPLISHED WITH THE PURCHASE OF NUTRIENT CREDITS.
AVON PARK II DEVELOPMENT
INITIAL SITE PLAN & PRELIMINARY SUBDIVISION PLAT
N/F JENNIFERLL
GERARDI
DB 4757 PG 433
TMP 90E-A2
N/F ALBEMARLE COUNTY
SERVICE AUTHORITY
DB 3571 PG 272
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IMPERVIOUS AREAS: THE TOTAL OVERALL SITE IMPERVIOUS AREA CAN NOT EXCEED 377.,
PER THE APPROVED ZMA APPLICATION PLAN:
ROADS: 0.59 AC (PAVED CIRCULATION PARKING AREA = 25,740 SF)
SIDEWALKS: 0.11 AC
BUILDINGS/DRIVEWAYS: 1.13 AC
TOTAL: 1.83 AC (34.89' IMPERVIOUS AREA)
PROPOSED USES: LOTS: 130,940 SF (3.006 AC)
ROADS (R/W): 41,092 SF (0.94 AC)
OPEN SPACE: 57,325 SF (1.316 AC)
OFFS/ TE EASEMEN T.• ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE OR WITHIN
EXISTING RIGHT-OF-WAY. THERE ARE ALSO EXISTING OFFSITE
EASEMENTS FOR THE ROADWAY AND UTILITY CONNECTIONS TO THE
AVON PARK DEVELOPMENT.
TMP 90E-6
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AREA B
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TMP 9031
5.262 AC
229, 2F
LOT 29
40,020 SF
0.92 ACRES
IF IN MON
NO TES:
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 PUBLIC USE.
4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH
VDOT AND ALBEMARLE COUNTY STANDARDS.
5) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE.
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DB 1191 PG 396
Sheet List Table
Sheet Number
Sheet Title
1
OVERALL LAYOUT PLAN
2
EXISTING CONDITIONS
3
SITE PLAN
4
UTILITIES, GRADING &DRAINAGE PLAN
5
TYPICAL SECTIONS, NOTES, & DETAILS
6 PROFFERS
6 TOTAL NUMBER OF SHEETS
0
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ROADS
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CULVERT
DRIVEWAY CULVERT
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DROP INLET & STRUCTURE NO.
BENCH MARK
CURB
CLEARING LIMITS
CURB &GUTTER —
— — — —
PROPOSED PAVEMENT
as
EC-3A DITCH
200
EXISTING CONTOUR
6"
DEPTH OF EC-3A DITCH
PROPOSED CONTOUR
20o
240.5E
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PROPOSED SPOT ELEVA
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LOT
NUMBER
LOT
AREA (SF)
BUILDABLE
AREA (SF)
1
4,200
2,904
2
3,339
2,539
3
3,360
2,560
4
3,785
2,464
5
3,784
2,464
6
3,360
2,560
7
3,784
2,464
8
3,784
2,464
9
3,360
2,560
10
5,555
3,543
11
6,891
4,476
12
3,617
2,814
13
4,957
3,411
14
4,565
3,052
15
3,186
2,382
16
5,331
3,760
17
5,407
3,883
18
3,267
2,463
19
3,736
2,405
20
3,642
2,341
21
3,278
2,477
22
4,187
2,783
23
5,920
4,510
24
3,485
2,669
25
5,196
3,306
26
6,080
3,942
27
3,636
2,834
28
6,508
4,106
NOTE:
1. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE
STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE
BUILDING DEPARTMENT.
2. WHERE THE FLOOD LEVEL RIIMS OF PLUMBING FIXTURES ARE BELOW THE
ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN
THE PUBLIC SEWER, THE FIXTURE 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 ELEVATION OF THE MANHOLE
COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOl
DISCHARGE THROUGH A BACKWATER VALVE.
NOTE: ALL LANDSCAPING EASEMENTS, BUFFERS, AND CRE KING
SHALL BE PLANTED IN ACCORDANCE WITH THE APPRO ED P OFFERS.
LANDSCAPING SHALL BE INSTALLED PRIOR TO THE FIR T CER IFICATE
OF OCCUPANCY FOR ANY PROPOSED UNITS WITHIN THIE
DEVELOPMENT.
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WITHIN THE DEVELOPMENT. PER PROFFER #1, THERE SHALL BE (6) 30 0 0 30 so 120
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I / / / f JOB NO.
/ N F GARY D OR MYRTLE BROOKS I I I I I I GRAP�IIC SCA E 112066
I NOTE: ALL PUBLIC WATERLINE � I /
EASEMENTS SHALL BE PLATTED PRIOR / DB 11 PG 396 I I I I I I I 30 0 0 30 / 60 /
I / \ TO FINAL SITE PLAN APPROVAL / J I I I 20 SCALE
1" = 0
IN FEET ) / SHEET NO.
inch = 30 /ft. / ® 4
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.
3. 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 NATURAL WATERCOURSE.
4. GUARDRAIL LOCA TIONS ARE APPROXIMA TE. EXACT LENGTH LOCH TION AND APPROPRIA TE END TREA TMENTS WILL BE FIELD VERIFIED A T THE TIME OF
CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR
DESIGNEE, IT /S DEEMED NECESSARY. WHEN GUARDRAIL /S REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PA VEMEN T
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 DRIVEWAY 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 PA VEMEN T WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PA VEMEN T SECTION 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 OR 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.
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 FROM THE 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.
DRAINA GE:
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 HAVE 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 /S TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE A GGREGA TE BASE MA TER/A L. /F THE SSV VALUES
ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION.
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED.
J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE /, //, OR /// PRIOR TO
PLACING AGGREGATE BASE.
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF
THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT
WILL APPL Y.
TYPICAL ROAD SECTIONS
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. PA VED, RIP -RAP OR STAB/L/ZA TION MA T 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 W.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE
PROPOSED TO BE STATE MAINTAINED:
L INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.
ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED
iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE
MATERIALS.
iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED
AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED.
v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN,
PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND
THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE.
vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL
INSPECTION.
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE
PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION.
viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS
AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE.
NOTES:
1. SEE PAVEMENT DESIGN CHART ON THIS SHEET FOR ROADWAY DEPTH REQUIREMENTS.
2. STREET WIDTHS SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY AND FIRE AND RESCUE STANDARDS & WILL PROVIDE ADEQUATE WIDTHS.
EXIST. GROI
EXIST. GROUND
EXIST. GROUND
EXIST.. GROUND
TYPICAL PUBLIC H.4TH.4A�AY STREET SECTION (50 ' WIDTH R0,F)
.. NOT TO SCALE
STREET
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&
'MA Ivn WAY GUTTER 6' PLANTING STRIP SIDEWALK
TYPICAL PRIVATE STREET SECTION (49 ' WIDTH )?OIY,
NOT TO SCALE
CA
8" VDOT 21A
STONE SUBBASE &
2" SM-9.5
ASPHALT TOPCOAT
12' ASPHALT
TRA 1,a WAY
20'ACCESS EASEMENT
TYPICAL ASPHALT IR ERGENCY ACCESS SECTION
.ORIVENWY SHALL HAVE A 27 SUPERELEVATION TO THE EAST
NOT TO SCALE
EXIST. GROUND
EXIST. GROUND
ST. GROUND
7
EXIST. GROUND
EXIST. GROUND
EXIST. GROUND
Pavement Design
RF= 1.0
Location
ADT
HCV
Design
ADT
CBR
SSV
Dr
Surface h a
Base b a
Sub -base h a
Dp
Hathaway Street
164
5
214
4
4
9.39
SM-9.5
1.5
2.25
BM-25
2.5
2.15
21 B
5
0.6
11.75
Desoto Drive, Court & Anoko Court
94
5
144
4
4
8.01
SM-9.5
1.5
2.25
BM-25
2.5
2.15
21A
5
0.6
11.75
Access Road- Asphalt
SM-9.5
0
2.25
BM-25
0
2.15
21A
8
0.6
4.80
6 to
MIN
TOP
OF
CURB
13"
4"7 "zz-2" R
1
6"
a a
a
°4 ° -
a °
d
1' yr6" 2'
STANDARD CG-6
CURB & GU T TER
NO SCALE
R/W
7"
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■_=TOM' c i
t
-
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i:� rrrrrr-r■ -
LL'MMimi
TRIP GENERATION
SCALE: 1" = 200'
TRIP GENERATION CALCULATIONS
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION)
TOWNHOME UNITS - CODE 230
ANOKO CT & DESOTO DRIVE (WEST): 16 UNITS
ADT:
94 VPD
(47 ENTER/ 47 EXIT)
AM PEAK:
7 VPH
(1 ENTER/ 6 EXIT)
PM PEAK:
8 VPH
(6 ENTER/ 2 EXIT)
DESOTO COURT & DESOTO DRIVE (EAST): 12 UNITS
ADT:
34 VPD
(17 ENTER/ 17 EXIT)
AM PEAK:
5 VPH
(1 ENTER/ 4 EXIT)
PM PEAK:
6 VPH
(4 ENTER/ 2 EXIT)
PROPOSED SECTION
OF HATHAWAY ST.: 28 UNITS
ADT:
164 VPD
(82 ENTER/ 82 EXIT)
AM PEAK:
12 VPH
(2 ENTER/ 10 EXIT)
PM PEAK:
15 VPH
(10 ENTER/ 5 EXIT)
CG-6
ClIRR A (-OTTFR
CIL
POINT OF
FINISHED GRADE
R/W
VDOT #57,#68, OR #78 TYPICAL ALLEY AJJJCTIOjV - 27' PRIVATL' ROAD
STONE BASE UNDER CURB (PRIVATE ALLEY)
& CHECKED BY VDOT
PRIOR TO PAVING AND/OR
>5 �IPH DESIGN SPEED
BACKFILLING. NOT TO SCALE
(VARIABLE WIDTH)
T Ll/'1 JlVIVL U/"IJL
CONCRETE SIDEWALK
NO SCALE
1 SM-9.5A
SURFACE COURSE
3" BM-25
INTERMEDIATE COURSE
6' COMPACTED AGGREGATE
o( o�o°o
BASE COURSE, VDOT #21 A
o°og°moo°erg
OR #21 B DEPENDING ON
ULTIMATE TRAFFIC LIMITS
AND UNDERDRAINS
COMPACTED
SUBGRADE
ASPHALT
PAVING
-
NO SCALE
CG-12
NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING:
HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS)
GENERAL
CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET)
DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS)
1.
THE G SHALL BE PROVIDED BY TRUNCATED DOMES.
DETECTABLE WARNING
EEACHOTHESE ABOVE ITEMS A SEPARA PAY ITEM AND SHOULD
BE SUMMARIZED FOR EACH CURB CUT RAMP.
2.
DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR
DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET
SIDEWALK RAMP 12:1 MAX
THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC-12 DETECTABLE
48:1 MAX
WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND
SPECIAL DESIGN SECTION FOR APPROVAL.
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3.
SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP
4'
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
8
4.
IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO
THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF
10i1 MAX
PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
TYPE A
5.
REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG
PERPENDICULAR
BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM
CONCRETE COVER 1%Z".
6.
CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS
ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER.
5' MIN
7.
CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED
12
BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER
12;1 MAX
AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY
CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED,
OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS
AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT
TYPE B
BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE
HYDRANTS. ❑ROP INI FTS. FTC. ACCFSSIRI F ROIITFS PROVIOF A CONTINIIOIIS
PARALLEL
ANU UJLU 11T I'LULJ"'m'b.
a. RAMP MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 1
THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND ;
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12'1_MAX MAX
PERPENDICULAR TO THE CURB. 5'MIN )0* ZC;`
9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT
ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK
TRAFFIC, REFER TO STANDARD CC-13, COMMERCIAL ENTRANCE (HEAVY 4' MIN AT * , 2" HIGHER THAN
TRUCK TRAFFIC)FOR CONCRETE DEPTH- EDGE OF PAVEMENT
10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT X.X , SAME AS TOP OF CURB
THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH.
It WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C
A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL &PERPENDICULAR
INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4'
LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME `n
.6"-2.4"
12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF C-C
1
CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE � o
WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 0 0 0 z
-MODIFIED AN AS RECOMMENDED BY THE MANUFACTURER TO MATCH
THE BACK OF CURB. - 0 0 0 0 0 0 0 0 0 0 0 O
V[ - e o o o o 0 o o o o o o 0 Tt
LANDING RAMP + 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l a
a o 0 0 0 0 o 0 o 0 0 0 o O o o N
0 0 0 0 0 o 0 o 0 0 o 0 O o 0
I.o 0 0 0 0 0 o 0 o 0 0 o 0 O o 0
50X-657 OF BASE DIAMETER TOP DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DETECTABLE WARNING
AT BACK OF CURB L_ I 0.9" U" I VARIABLE FULL WIDTH OF RAMP FLOOR _I
SEE NOTE 12. I' BASS
TRUNCATED DOME PAY LIMITS
DETECTABLE WARNING DETECTABLE WARNING
INSTALLED ON A RADIUS DETAIL DETAIL
lVDOT CG-12 DETECTABLE WARNING SURFACE SPECIFICATION
GE STANDARDS
REFERENCE
ROAD AND BRID
SHEET 1OF 5 1 REVISION DATE (GENERAL NOTES) 105
203.05
07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502
kRLLINS��
cc)SCOTT
I�=) Lie. No. 035791 �
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JOB NO.
112066
SCALE
AS NOTED
SHEET NO.
5
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ScOTT
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No.
035791
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06/08/20
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IONAL
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Original Proffers: 11/21/13
80% of the area median family income (the "Affordable Unit Qualifying Income"), such that housing costs
The cash contribution for each dwelling unit shall be based upon the type of the dwelling unit and in the
f) The Owner shall install plants as shown on Page 9 of the Plan within the proposed 20' private drainage and
Amendment: 4/24/2017
consisting of principal, interest, real estate taxes and homeowner's insurance (PITI) do not exceed 30% of
amount set forth for each type of dwelling unit as follows:
landscape easement shown on page 5 of the Plan at the rear of lots 28-30 prior to the issuance of the
6) ADDITIONAL TREE REMOVAL
the. Affordable Unit Qualifying Income; provided, however, that in no event shall the selling price of such
certificate of occupancy for the 3rd completed dwelling unit located on lots 28-30.
PROFFER STATEMENT
Affordable Units be more than sixty-five percent (65%) of the applicable Virginia Housing Development
i) Thirteen Thousand ]Vine Hundred Thirteen Dollars and 18/100 ($13,913.18) for each attached town
The owner shall identify the location of the trees located at the rear of tax map parcels identified as 090FO-00-00-
Authority (VHDA) sales price/loan limits for VHDA's first-time homebuyer programs provided' that the
home/condominium unit that is not an Affordable Dwelling Unit.
g) The Owner shall install the off -site plants along Hathaway Street at the entrance to the Avon Park 2, as
00OA2, 090FO-00-OF-04200, 090FO-00-OF-04300, and 090F0-00-OF-04400. If trees are located within 5' or less
ZMA No. 2014-00006 Avon Par], II
selling price will be equal to or less than the Albemarle County affordable housing home price. This home
shown on page 9 of the Plan, development during the first fall planting season after the base coat of asphalt
of the property line the owner will remove the trees on those adjoining existing properties. Tree removal will be
price will increase or decrease per year based on Albemarle County's designated affordable home: pricing.
ii) Twenty Thousand Four Hundred Sixty Dollars and 57/100 ($20,460.57) for each single family detached
is installed on the road.
subject to the existing property owner's written approval permitting the Owner, the owner's subcontractors,
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Tax Map and Parcel Number: 09000-00-00-03100 (D.B. 3786 P.G. 060)
All financial programs or instruments described herein must be acceptable to the primary mortgage lender.
The value of Seller -paid closing costs shall be excluded from the selling of such Affordable Dwelling
dwelling unit.
and/or employees, of Avon Park Il property to come onto the property and remove the trees.
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price
4) EROSION AND SEDIMENT CONTROL
Owner of Record: BELLEVUE REAL ESTATE, LLC
Units.
iii) Zero Dollars ($0.00) for each Affordable Dwelling Unit.
ALLOWED USES
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The Owner shall provide additional erosion and sediment control measures beyond the standard regulatory
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Date of Proffer Signature: 4/24/2017
i) For -Sale Affordable Units - All purchasers of for -sale Affordable Units shall be approved by the
b) Annual Adjustment of Cash Proffers: Beginning January 1, 2017, the amount of each cash contribution
requirements stated in the Virginia Erosion and Sediment Control Handbook (VESCH) applicable on the date
The use of the Property shall be limited to those uses allowed by right under section 19.3. t; and the use allowed by
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5
Albemarle County Office of Housing (the "Housing Office") or its designee. The Owner shall provide
required herein shall be adjusted annually until paid, to reflect any increase or decrease for the preceding
of approval of this Proffer Statement. These additional measures shall consist of the following:
special use permit under section 19.3.2(7) of chapter 18, Zoning, of the Albemarle County Code, Zoning
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Proffer Statement for 5.262 acres to be rezoned from Planned Residential District (PRD) to Planned Residential
the County or its designee a period of one hundred twenty (120) days to identify and pre -qualify an
calendar year in the Marshall and Swift Building Costs Index (the "MSI"). In no event shall any cash
Supplement #91 dated 6-3-15 and in effect on the date of approval of this Proffer, copies of which are attached
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District (PRD)
eligible purchaser for the Affordable Units. The 120-day
gi P y period shall commence upon written notice
contribution amount be adjusted to a sum less than the amount initially established by these proffers. The
a) Silt Fencing (VESCH Standard 3.05):
hereto and incorporated herein as Attachment A.
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from the Owner that the units will be available for sale. This notice shall not be given more than 90
annual adjustment shall be made by multiplying the proffered cash contribution amount for the preceding
to
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Bellevue Real Estate LLC, a Maryland Limited Liability Company, is the owner {the "Owner") of Tax Map and
days prior to the anticipated receipt of the certificate of occupancy. If the County or its designee does
year by a fraction, the numerator of which shall be the Index as of December 1 in the preceding calendar
i Contributing drainage area to non -wire reinforced silt fence shall be reduced from one quarter 0.25
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8} RECREATIONAL AMENITIES
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Parcel Number 09000-00-00-03100 (the "Property"} which is zoned as Planned Residential Development
not provide a qualified purchaser during this one hundred twenty (120) day period, the Owner shall
year, and the denominator of which shall be the Index as of December I in the year preceding the calendar
acre per 100 feet of silt fence length to two -tenths 20 100 feet of silt fence. Contributing drain e
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(PRD)subject to rezoning application ZMA No. 2014-00006, a project known as "Avon Park II" (the "Project") and
have the right to sell the Unit(s) without any restriction on sales price or income of purchaser(s);
year most recently ended. For each cash contribution that is being paid in increments, the unpaid
area to wire reinforced silt fence shall not exceed one quarter acre r 100 feet of silt fence; and
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The Owner shall provide and install the following recreational amenities in the existing "park" on Tax Map and
the application plan the "Plan" entitled, "Avon Park 11 Zoning Ma Amendment Plan, created b Roudabush,
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provided, however, that any Units(s) sold or leased without such restriction shall nevertheless be
'red
incremental payments shall be correspondingly adjusted each year.
Parcel Number 090FO-00-00-000A1 owned by the Avon Park Community Association). These amenities are at
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Gale, and Associates February 10, 2015, last revised May 24, 2016 . This current proffer statement (the "Proffer
counted toward thenumber of Affordable
b e Units regw to be provided pursuant to the terms of this
ii) Maximum contributing drainage areato non -wire reinforced silt fence from minor swales o r ditch lines
the request of the Avon Park Community Association Board and will be installed upon issuance of the 24th
Statement" supersedes the proffer statement dated November 21, 2013
pe p pertaining to ZMA-2012-00004 and the
proffer. If these Units are sold, this proffer shall apply only to the first sale of each unit. Nothing herein
c) The applicant will receive a cash proffer credit from Albemarle county for the number of dwelling units
shall be reduced from 1 acre and no eater than 1 cfs to 0.8 acre and no ter than .08 efs. Maximum
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Certificate of Occupancy.
application plan entitled, Avon Park 11 Zoning Map Amendment Application Plant prepared by Pohl Engineering,
shall preclude the then -current Owner/builder :from working with the Housing Office prior to the start
permitted under the prior by -right zoning of the Property (Tax Map and Parcel Number 09000-00-00-
contributing drainage area to wire reinforced siilt fence from minor swales or ditch lines shall be 1 acre
LLC, dated August 20, 2012, last revised 10/25/13.
of the notification periods described herein in an effort to identify qualifying purchasers for AflPordable
03100), which would yield five (5) single family detached homes.
and no greater than 1 cfs; and
a) A 40' x 50' fenced dog park area with two small benches.
Units.
Pursuant to Section 33 of the Albemarle County Zoning Ordinance (Chapter 18 of the Albemarle County Code),
3) LANDSCAPE EASEMENTS
iii) The height of any silt fence shall be a minimum of 24 inches above the original ground surface and
b) Two (2) additional play structures for older children in the existing tot lot area.
the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property. These
b) County Option for Cash in Lieu of Affordable Units. If at any time prior to the County's approval of any
shall not exceed 34 inches above ground elevation; and
conditions are proffered as a part of the PRD zoning applicable to the Property and the Owner acknowledges that
preliminary site plan or subdivision plat for the subject property which includes one or more for -sale
a) The Owner shall obtain a variable width landscape easement behind lots 1-7 on Tax Map and Parcel
9) OVERLOT GRADING
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the conditions are reasonable. Each signatory_ below signing or. be, of the Owner covenants and warrants that it
Affordable Dwelling Units, the Housing Office informs the then -current owner/builder in writing that it
Number 090FO-00-00-000AI (owned by the Avon Park Community Association) as shown on the Plan.
iv Post spacing for ann, wise -reinforced silt fence -hall be reduced from a maximum 6 feet apart to a
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is an authorized signatory of the Owner for this Proffer Statement.
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may not have a qualified purchaser for one or moreo. the for -sate Affordable Dwelling Units at the tithe
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The owner shall install plant. within the proposed easement as per the final approved landscape. plan during
Post � shall � from maximum
maximum 5 feet apart.. ost spacing for wire reinforced silt fence shall be reduced from a max m
the Owner shall submit an overlot grading plan (hereinafter the "Grading Plan")meeting the requirements of this
that the then -current owner/builder expects the units to be completed, and that the County will instead
the first fall planting season after the adjacent retaining wall is installed but prior to the issuance of the
10 feet apart to a maximum 8 feet apart-
proffer condition with the application for each subdivision ofthe Property. The Plan shall show existing and proposed
i Art+'ORDABLJ' HOUSING
accept a cash contribution to the County to support affordable housing programs in the amount of Twenty
certificate of occupancy for the seventh completed dwelling unit located on lots 1 through 7. There shall
topographic features. The Gratin Plan shall be approved b the Count nn ineer prior to approval of an erosion
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Four Thousand Three Hundred Seventy Five Dollars ($24,375.00) in lieu of each Affordable Unit(s), then
be no obligation on the Owner to install landscaping on the adjoining property if permission from the
b) Temporary Diversion Dike (VESCH Standard 3.09):
and sediment control plan related to said subdivision. The land area within the subdivision shall be graded as
The Owner will provide a minimum of six (6) affordable housing units within the Project in the form of for
the then -current owner/builder shall pay such cash contribution to the County prior to obtaining a certificate
impacted property owner its not obtained.
shown on the approved Plan. No building permit shall be issued for any dwelling on a lot where the County Engineer
lease or for sale affordable dwelling units (the "Affordable Dwelling Unit" or "Affordable Units"). Each
of occupancy for the Unit(s) that were originally planned to be Affordable Dwelling Units, and the then-
i) The drainage area to a temporary diversion dike shall be reduced from five (5)
e maximum a
has determined the lot grading is not in general conformance with the approved Plan. The Grading Plan shall satisfy
subdivision plat and site plan for land within the Property shall designate the: lots or struts, as applicable, that
current owner/builder shall have the right to sell the Unit(s) without any restriction on sales price or income
b) The Owner shall install plants within the proposed 10' landscape easement shown on page 5 of the Plan at
acres three () acres. to th3
the following:
will, subject to the terms and conditions of this proffer condition, incorporate Affordable Units as described
of the purchaser(s). For the purposes of this proffer condition, such Affordable Dwelling Units shall be
the rear of lots 8-10 prior to the issuance of the certificate of occupancy for the 3rd completed dwelling unit
herein, and the aggregate number of such lots or units designated for Affordable Units within each subdivision
deemed to have been provided when the subsequent owner/builder provides written notice to the Albemarle
County Office of IIousing or its designee that the Affordable Units(s) will be available for sale.
located on lots 8-10.
c Tem or Sediment Trap VESCH Standard 3.13
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a) The Grading Plan shall show all proposed streets, building sites, setbacks, surface drainage, driveways,
plat and site plan shall be referenced in such subdivision plat or site plan.
c) The Owner shall install plants within the proposed 10' landscape casement shown on page 5 of the Plan at
i) Maximum total contributing drainage area shall be reduced from three (3) acres to two (2) acres; and
trails, Engineer determines are needed to verify that the Plan satisfies the
En and other features the Countyg
requirements of this proffer condition.
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a ere shall e a maximum o 32 dwelling units on 30 lots in the development The Affordable Dwelling
2) CASH PROFFER
the rear of lots 13-15 prior to the issuance of the certificate of occupancy for the 3rd completed dwelling
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Units shall be comprised of one or more of the following unit types:
unit located on lots 13-15.
ii) The storage volume requirement shall be increased by a ractetr of 1.2.
b) The Grading Plan shall be drawn to a scale not smaller than one (1) inch equals fifty (50) feet.
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a) The Owner shall contribute cash to the County in the following amounts for each dwelling unit
1. Single family townhomes OR
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constructed within the Property that is not an Affordable Dwelling Unit The cash contribution shall Ibe used
d) The Owner shall install plants within the proposed 10' landscape easement shown on page 5 of the Plan at
d) Temporary Sediment Basin (VESCH Standard 3. I4):
c) All proposed grading shall be shown with contour intervals not greater than two (2) feet, All concentrated
2. Units that will be constructed and maintained as two-famil dwellings as defined in
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only for capital improvements in the form of public facilities (i.e., schools, public safety, libraries, parks or
the rear of lots 16-22 prior to the issuance of the certificate of occupancy, for the 7th completed dwelling
surface drainage over lots shall be clear( shown with theproposed din . Allproposed din. shall be
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the Virginia Uniform Statewide Building Code.
transportation) located within the Scottsville magisterial district of the County and no funds shall be used
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unit located on lots 16-22.
i) A temporary sediment basin shall be provided where the total contributing drainage area exceeds two
designed to assure that surface drainage can provide adequate relief from the flooding of dwellings in the
for capital improvements to any public facility existing as of the date of this Proffer Statement, such as a
The Owner install
(2) acres; and
event a storm sewer fails.
The Owner or his successor in interest reserves the right to achieve six (6) or more Affordable Dwelling
renovation or technology upgrade, that does not expand the capacity of such facility. The cash contribution
e) shall plants within the proposed 10' landscape easement shown on page 5 of the Plan at
Units utilizing the above mentioned unit types alone or in combination as outlined below. The Owner shall
shall not be used for any operating expense of any existing or new facility such as ordinary maintenance or
the rear of lots 23-26 prior to the issuance of the certificate of occupancy for the 3rd completed dwelling
ii The permanent 1 and d storage volumes shall be increased b a factor of 1.2.
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d) Graded slopes on lots proposed to be planted with turf grasses (lawns) shall not exceed a gradient of three
L9
convey the responsibility of constructing the affordable units to any subsequent purchaser of the Property,
repair. The cash contribution for each individual dwelling writ shall be paid to the County after completion
unit located on lots 23-26.
(3) feet of horizontal distance for each one (1) foot of vertical rise or fall (3:1). Steeper slopes shall be
The current Owner or subsequent Owner shall create units affordable to households with incomes less than
of the final building inspection and prior to issuance of a certificate of occupancy for the individual unit.
vegetated with low maintenance vegetation as determined to be appropriate by the County's program
authority in it approval of an erosion and sediment control plan for the land disturbing activity. These
®
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(Will
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ATTACHMENT A
ATTACHMENT A
ATTACHMENT A
ATTACHMENT A
steeper slopes shall not exceed a gradient of two (2) feet of horizontal distance for each one (1) foot of
vertical rise or fall (2:1) unless the County Engineer finds that the grading recommendations for steeper
193 PERMITTED USES
1. Day care, child care or nursery facility (reference 5.1.06).
19.6.2 RECREATIONAL AREA REQUIREMENTS
111
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slopes have adequately addressed the impacts.
CHAPTER 18
193.1 BY RIGHT
2. Fire and rescue squad stations (reference 5.9).
See section 4.16 for recreation requirements. (Amended 3-5-86)
ZONING
e) Surface drainage may flow across up to three (3) lots before being collected in a storm sewer or directed to
The following uses shall be permitted by right in the PRD district, subject to the applicable requirements of
3. Rest home, nursing home, convalescent home, orphanage or similar institution (reference 5.1.13).
19.6.3 In the case of any proposed PRD having a total gross area of not less than three hundred (300) acres and a
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a drainage way outside of the lots.
SECTION 19
this chapter:
gross residential density of not more than two (2) dwelling units per acre, the board of supervisors may
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PLANNED RESIDENTIAL DEVELOPMENT - PRD
1. Detached dwellings.
4. Electrical power substations, transmission lines and related towers; gas or oil transmission lines,
waive the provision of common open space and recreation area as hereinabove required provided that not
PRD be devoted
a
f) No surface drainage across a residential lot shall have more than one-half {1/2) acre of land draining to it
single-family
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pumping stations and appurtenances; unmanned telephone exchange centers; microwave and radio-
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less than thirty-five 35 ercent of the gross area of such proposed shall sole] to
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"devoted
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wave transmission and relay towers, substations and appurtenances (reference 5.1.12).
agriculture. For purposes of this section only, the term solely to agriculture" shall be deemed to
g) Ail drainage from streets shall be carried across lots in a storm sewer to a point beyond the rear of the
Sections:
2. Semi-detached and attached single-family dwellings such as duplexes, triplexes, quadraplexes,
include not more than one dwelling unit, which shall be included in the determination of the gross density
building site
19.1 INTENT, WHERE PERMITTED
townhouses, atrium houses and patio houses provided that density is maintained, and provided further
be lot
5. Home occupation, Class B (reference 5.2).
of the PRD.
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19.2 APPLICATION
that buildings are located so that each unit could provjded with a meeting all other requirements
for
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h) The Grading Plan shall demonstrate that for each dwelling unit, an area at least ten (10) feet in width
19.3 PERMITTED USES
for detached single-family dwellings except side yards at the common wall.
6. Churches. Added 9-2-81
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19.7 HEIGHT REGULATIONS
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abutting the primary dwelling entrance facing the street not be served by a. stairway, has grades no steeper
19.3.1 BY RIGHT
3" Multiple -family dwellings.
7. Stand alone parking and parking structures (reference 4.12, 5.1.41). (Added 11-7-84; Amended 2-5-
Except as otherwise provided in section 4.10, structures may be erected to a height not to exceed sixty-five
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than ten percent (10%) should the primary dwelling entrance facing the street be less than ten (10) feet from
19.3.2 BY SPECIAL USE PERMIT
03)
(65) feet. The minimum stepback requirements for any structure exceeding forty (40) feet or three (3)
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the Lot's property line, them this grade requirement shall only extend to the area between the entrance and
19.4 RESIDENTIAL DENSITIES
19.5 MINIMUM AREA REQUIRED FOR ESTABLISHMENT OF DISTRICT
4. (Repealed 9-2-81)
stories, whichever is less, in height shall be as provided in section 4.19.
the lot line. This graded area also shall extend from the primary entrance to the driveway or walkway
19.6, MINIMUM AREA REQUIREMENTS FOR OPEN SPACE AND RECREATIONAL USES
5. Parks, noncommercial recreational and cultural facilities such as
8. Swim, golf, tennis or similar athletic facilities (reference 5.1.16). (Added 9-13-89)
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connecting the dwelling to the street.
playgrounds, community centers and
(§ 20-19.7, 12-10-80; 9-9-92; Ord. 15-18 , 6-3-15 )
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19.6.2 RECREATIONAL AREA REQUIREMENTS
19.7 HEIGHT REGULATIONS
tennis courts, swimming pools, game rooms, libraries and the like.
9. Professional offices. (Added 6-8-94)
19.8 BUILDING SEPARATION
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i) Any requirement of this proffer condition may be waived by submitting a request for special exception with
is it include justification for the a valid
19.8' BUILDING SEPARATION
6. Electric, as, oil and communication facilities, excluding tower structures and including poles, lines,
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10. Tier III personal wireless service facilities (reference 5.1.40). (Added 10-13-04)
I If such a request made shall a request containing
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from PE LA LS type B. In a waiver request, the Count Engineer shall
19.9 SETBACKS
transformers, pipes„ meters and related facilities for distribution of local service and owned and
The minimum building separation shall be as provided in section 4.19.
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professional seal a or e reviewing
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19.10 MINIMUM OFF-STREET PARKING REGULATIONS
operated by a public utility. Water distribution and sewerage collection lines, pumping stations, and
11. Historical centers, historical center special events, historical center festivals (reference 5.1.42). (Added
consider whether the alternative proposed by the Owner satisfies the purpose of the requirement to be
19.11 SIGN REGULATIONS
appurtenances owned and operated b the Albemarle Count Service Authority. Except as otherwise
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6-8-OS)
(§ 20-19.8,12-10-80;1-1-83; Ord.15-18(4),6-3-15)
waived to atleast an equivalent degree.
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19.1 INTENT, WHERE PERMITTED
expressly provided, central water supplies and central sewerage systems in conformance with Chapter
16 the Code Albemarle and all other applicable law. (Amended 5-12-93)
12. Farmers' 5.1.47
( ). (Added( 5-5-10)
SETBACKS
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date Proffer Statement is
of of
markets reference
19.9
j) In the event the County adopts overlot grading regulations after the this approved,
PRD districts may hereafter be established by amendment to the zoning map in accordance the
including facilities as schools, offices,
Ord. 2-5-03; Ord. Ord-
be in 4.19.
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anrequirement of those regulations that is less restrictive than anrequirement of this proffer condition
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with
7. Public uses and buildings temporary or mobile such parks,
(§ 20-19.3.2, 12-10-80; 9-2-8 1; 11-7-84; 9-13-89; 6-8-94; 03-18(1), 04-18(2), 10-13-04; 05-
The minimum and maximum yards, including those for garages, shall as provided section
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shall supersede the correspondingrequirement of this proffer condition.
provisions set forth generally for PD districts in sections 8.0 and 33.0, and with densities and in locations in
accordance with the
playgrounds and roads funded, owned or operated b local, state or federal agencies reference 31.2.5
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lines, facilities, and the
18 7 , 6-8-05; Ord. 10-18 4 , 5-5-10
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comprehensive plan.
public water and sewer transmission, main or trunk treatment pumping stations
like, by the Rivanna Water and Sewer Authority (reference 31.2.5; 5.1.12).
19.4 RESIDENTIAL DENSITIES
(§ 20-19.9, 12-10-80; Ord. 15-18(4), 6-3-15)
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9) SCRIM FENCE
owned and/or operated
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The PRD is intended to encourage sensitivity toward the natural characteristics of the site and toward
(Amended 11-1-89)
19.10 MiNIMUM OFF-STREET PARKING REGULATIONS
A Scrim Fence shall be installed along the Avon Park 1 property line at the -ear lots 1-9 shown on the Plan on the
lot I the
impact on the surrounding area in land development. More specifically, the PRD is intended to promote
economical and efficient land use, an improved level of amenities, appropriate and harmonious physical
8. Temporary construction uses (reference 5.1.18).
The gross and net residential densities permitted in any PRD district shall be shown on the approved
application plan therefor, which shall be binding upon its approval. The overall gross density so approved
Off-street parking and loading space requirements shall be in accordance with section 4.12; provided that
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owner's property or, if granted permission by the owner of 090FO-00-00-000A to protect plantings and
development, and creative design consistent with the best interest of the county and the area in which it is
shall be determined by the board of supervisors with reference to the comprehensive plan, but shall, in no
the board of supervisors may vary or waive such requirements at time of establishment of a PRD district.
provide existing residents an additional visual screen during construction. The height of the screening material
located.
9. Accessory uses and structures including home occupation, Class A (reference 5.2) and storage
event, exceed thirty-five (35) dwelling units per iacre. In addition, the bonus and cluster provisions of this
shall not exceed 6 feet and will be installed immediately following the grading of lots 1-9.
buildings.
ordinance shall be inapplicable to any PRD except as herein otherwise expressly provided.
(§ 20-19.10, 12-10-80)
To these ends, the PRD provides for flexibility and variety of development for residential purposes and
uses ancillary thereto. Open may
10. Homes for developmentally disabled (reference 5.1.7).
space serve such varied uses as recreation, protection of areas sensitive to
development, buffering between dissimilar
persons
(§ 20-19.4, 12-10-80)
19.11 SIGN REGULATIONS
in
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uses and preservation of agricultural activity.
,ue Real Estate, L.L.C.
11. Stormwater management facilities shown on an approved final site plan or subdivision plat.
19.5 MINIMUM AREA REQUIRED FOR ESTABLISHMENT OF DISTRICT
Sign regulations shall be as prescribed in section 4.15.
While a PRD approach is recommended for developments of any density, it is recommended but not
(Added 10-9-02)
_ _-.._..--.-------- -_
required that the PRD be employed in areas where the comprehensive plan recommends densities in excess
of fifteen (IS) dwelling units per acre, in recognition that development at such densities generally requires
12. Tier I and Tier II personal wireless service facilities (reference 5.1.40). (Added 10-13-04)
19.5.1 Minimum area required for the establishment of a. PRD district shall be three (3) acres.
(§ 20-19.11, 12-10-80)
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careful planning with respect to impact. (Amended 8-14-85)
19.5.2 Additional area may be added to an established PRD district if it adjoins and forms a logical addition to the
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homes 5.1.56). 9-11-13)
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19.2 APPLICATION
13. Family day (reference (Added
approved development. The procedure for an addition shall be the same as if an original application were
filed, and all requirements shall apply except the �minimum acreage requirement of section 19.5.1.
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Name:
02-] 8(6), ]0 9 02; Ord. 04-18(2), 10-13-04; Ord. 13-18(5),
3.1, 12-10-80; 9-2-81; 11-1-89; 5-12-93; Ord.
9§
Tax Map and Parcel Number: 09000-00-00-03100
Notwithstanding the requirements and provisions of section 8.0, planned development districts, generally,
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19.6114INIMUM AREA REQUIREMENTS FOR OPEN SPACE AND RECREATIONAL USES
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where certain planned community (PC) or residential planned neighborhood (RPN) districts have been
established prior to the adoption of this ordinance, such districts shall be considered to have been
established as PRD districts under this ordinance .and shall be so designated on the zoning map.
19.3.2 BY SPECIAL USE PERMIT
19.6.1 Not less than twenty-five (25) percent of the area devoted to residential use within any PRD shall be in
hereinafter 9-13-89)
be by in the PRD district, subject to the applicable
common open space except as expressly provided. (Amended
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The following uses shall permitted special use permit
this and that no separate application shall be required for any such use as
requirements of chapter provided
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shall be included in the original PRD rezoning petition: (Amended 5-5-10)
18-19-1
18-19-2
1$-19-3
18-19-4
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'Loring Supplement t191, 6-3-I5
Zoning Su pptement #91, 6-3-15
Zoning Supplement #91, 6-3-15
Zoning Supplement k91, 6-3-15
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