HomeMy WebLinkAboutSDP202000050 Plan - Revision 2020-11-06AVON PARK II DEVELOPMENT
- MILL CREEK
VILLAGE
HOMES III
GENERAL NOTES
OWNER:
STANLEY MARTIN COMPANIES LLC
11710 PLAZA AMERICA DRIVE, SUITE 1 100
RESTON, VA 20190
DEVELOPER:
STANLEY MARTIN HOMES
404 PEOPLE PLACE, SUI7E 303
CHARLOT7ESWLLE, VA 22911
ENGINEER:
COLLINS ENGINEERING
200 GARRETT ST, SUI7E K
CHARLOT7ESWLLE, VA 22902
(434)293-3719
TAX MAP NO.:
090000-00-00-03100 (DB 5237, PG405)
1960 AVON STREET EXTENDED
CHARLOTTESNLLE, VA 22902
TOTAL AREA:
5.262 ACRES
ZONING:
PRO PLANNED RESIDENTIAL DEVELOPMENT
(ZMA 2012-0004 & ZMA2014-6)
A VARIATION IS BEING REQUESTED WITH THIS INITIAL SI7E PLAN AND PRELIMINARY
SUBDIVISION PLAT
PROPOSED USE.
RESIDEN77AL DEVELOPMENT - TOTAL 30 RESIDENTIAL LOTS
28 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS (TH UNITS)
2 EXIS77NG SINGLE FAMILY DETACHED RESIDENTIAL UNIT
DENSITY.
ALLOWABLE DENSITY PER ZMA APPLICATION PLAN: 6 DU/AC
TOTAL ALLOWABLE NUMBER OF LOTS.- 30 TOTAL LOTS
70TAL 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 7HE
LAYOUT FROM 774E 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 7HE TIMING
OF THE INSTALLATION OF THE LANDSCAPING BUFFER AREAS AND SCRIM FENCE.
OPEN SPACE.-
TOTAL OPEN SPACE PROPOSED = 1.328 AC (25.2%)
OPEN SPACE A: 6,850 SF
OPEN SPACE B: 50,999 SF
70TAL OPEN SPACE REQUIRED (25%) = 1.316 ACRES
OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIA 770N. ALL
OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN
7HE 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'x50' FENCED DOG
PARK WITH (2) SMALL BENCHES AND (2) ADDITIONAL PLAY STRUCTURES FOR OLDER
CHILDREN IN THE EXIS77NG TOT LOT AREA ON 7MP09OFO-00-00-OOA1, OWNED BY THE
AVON PARK COMMUNITY ASSOCIA770N.
SETBACKS.•
FRONT 10' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE)
SIDE NONE - MIN. 10' BUILDING SEPARATION
REAR: 10' MINIMUM (LOTS 1-4 & 13-28)
5' MINIMUM (LOTS 5-12)
SUBDIVISION STREETS. •
CURB & GUTTER
WATERSHED:
RIVANNA RIVER DRAINAGE DISTRICT - NOTE. • THIS SI7E IS NOT LOCATED WITHIN A PUBLIC
WATER SUPPLY RESERVOIR WATERSHED.
AGRICULTURAL/ FORESTAL DISTRICT NONE
TOPO & SURVEY.
7HE 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
70POGRAPHY FOR 7HE FINAL SITE PLAN. INFORMATION FIELD VERIFIED BY COLLINS
ENGINEERING MARCH 2O20.
DATUM:
NAD 83
EXIS77NG VEGETATION:
PAR77ALLY WOODED W77H (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 SITES:
PARCELS 1-30 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE 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 W17H THE ALBEMARLE COUNTY WATER PR07EC71ON
ORDINANCE.
WETLANDS/STREAMS:
THERE ARE NO WETLANDS OR STREAMS LOCATED ON 7HE PROPERTY.
FLOODPLAIN:
7HE PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X AS SHOWN ON THE FLOOD
INSURANCE RATE MAP COMMUNITY PANEL NO.- 51003C0407D. DATED FEBRUARY 4, 2005.
CRI77CAL SLOPES:
THERE ARE PRESERVED SLOPES ON THE PROPERTY. MANAGED SLOPES ARE SHOWN ON
7HE PROPERTY BASED ON THE ALBEMARLE COUNTY GIS MAPPING FOR THIS PARCEL.
7HESE 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 774E DEVELOPMENT.
LANDSCAPING:
STREET TREES ARE PROPOSED ALONG 774E 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 DN THE REQUIRED AND PROPOSED
LANDSCAPING BUFFERS. ALL LANDSCAPING BUFFER AREAS SHALL BE INSTALLED PRIOR TO
7HE FIRST CER77FICA7E OF OCCUPANCY.
TRASH:
EACH LOT SHALL HAVE AN /NDIV7DUAL TRASH CONTAINER TO BE STORED W7774IN 7HE
GARAGE.
STORMW417ER MANAGEMENT. ONE UNDERGROUND DETENTION FACILITY AND A DETENTION POND ARE PROPOSED WITH
7HE DEVELOPMENT TO ACCOMMODATE 7HE WATER QUAN77TY REQUIREMENT FOR THE
PROJECT. WATER QUALITY SHALL ACCOMPLISHED KITH THE PURCHASE OF NUTRIENT
CREDI TS.
INITIAL SITE PLAN &PRELIMINARY SUBDIVISION PLAT
N/F JENNIFERIL
CERARDI
DB 4757 PC 433
IMP 90E-A2
N/F ALBEMARLE COUNTY
SERVICE AUTHORITY
DB 3571 PC 272
SDP2020=00050 & SUB2020=00120
SCOTTSVILLE DISTRICT - ALBEMARLE COUNTY, VIRGINIA
IMP 90E-7
IMP 90E-9 TMP 90F 8 N/F JAN FARIS
N/F DENNIS OR N/F ICNACId,OR DB 4163 PC 261
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DB 4091 PC 534 \
\ IMP 90-32A \
N/F ROBERT SPAULS
DB 982 PC 365 \
DB 4184 PC 210 CARDENAS� IMP 90E-AI
DB -4080 PC 77 N/F AVON PARK
COMMUNITY
ASSOCIATION INC C/O
REAL PROPERTY INC
DB 3692 PC 319
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GRAPHIC iSCAI
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( IN FEET )
1 inch - 50 ft.
200
IMPERVIOUS AREAS THE TOTAL OVERALL SI7E IMPERVIOUS AREA CAN NOT EXCEED 37,%
PER 7HE APPROVED ZMA APPLICATION PLAN:
LEGEND
IMP 90-30A
N/F CARY D OR MYRTLE T BROOKS
DB 1191 PC 396
,
ROADS. 0.63 AC (PAVED CRCULATION PARKING AREA - 27,380 SF)
EDGE OF PAVEMENT
SIDEWALKS: 0.11 AC
BUILDINGS/DRIVEWAYS: 1.12 AC
CURB
TOTAL: 1.86 AC (35.3% IMPERVIOUS AREA)
I PROPOSED ASPHALT PAVEMENT
PROPOSED USES: LOTS: 127,162 SF (2.919 AC)
-I EXISTING VEGETA77VE/LANDSCAPE BUFFER
ROADS (R/W & PRIVATE ACCESS ESMT): 44,200 SF (1.015 AC)
GREEN WAY BUFFER
OPEN SPACE.- 57,849 SF (1.328 AC)
PROPOSED EASEMENT
OFFSI7E EASEMENT ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SI7E OR W7HIN
� 0
DROP INLET & STRUCTURE NO.
EXIS77NG RIGHT=OF-WAY. THERE ARE ALSO EXIS77NG OFFSI7E
EASEMENTS FOR THE ROADWAY AND UTILITY CONNECTIONS TO THE
DRAINAGE PIPE
AVON PARK DEVELOPMENT.
BENCH MARK
NO TES.-
a
VDOT STANDARD STOP SIGN
1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FOREST DISTRICT.
PROPOSED HANDICAP PARKING SPACE
2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED.
a
PROPOSED ASPHALT STRIPING
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 K17H
200
EXISTING CONTOUR
VDOT AND ALBEMARLE COUNTY STANDARDS.
20o
PROPOSED CONTOUR
5) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE
OPEN SPACE
AREA B
50,999 SF --- - /
LOT 29
40,020 SF
m 0.92 ACRES
0.83 ACRES
40
IMP 90-30B
j N/F ✓OHN A OR RUBY T BROOKS
DB 1191 PC 396
506.21 LP
IBC DENOTES TOP/BACK OF CURB
T/B DENOTES TOP OF BOX
506.71 rw
sos.zl ew
PROPOSED SPOT ELEVATION
TW DENOTES TOP OF WALL
BW DENOTES BOTTOM OF WALL
PRESERVED STEEP SLOPES
MANAGED STEEP SLOPES
ICI-517
PEDESTRIAN AND VEHICLE ACCESS
PROPOSED CONCRETE
PROPOSED & EXISTING GUARDRAIL
PROPOSED FENCE
00 00 00
00 100 YR. FLOODPLA/N
VICINITY MAP
SCALE: 1" = 2000'
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Sheet List Table
Sheet Number
Sheet Title
1
COVER SHEET
2
EXISTING CONDITIONS
3
LAYOUT PLAN
4
UTILITY PLAN
4A
GRADING PLAN
5
TYPICAL SECTIONS, NOTES & DETAILS
6
PROFFERS
7 TOTAL NUMBER OF SHEETS
SCOTT/R. Ct�LLINS'7
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692 EXISTING 32' DB. 3291 PG. 607 TMP 90E-7 COMMUNITY C, 2 X32 CONCRETE SLAB' TMP 90-32AF/C-F/C TION INC CIO
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w �'CONNOR LIVING DB 3692 PC 319 TMP soF-s NSF IGNACIO 0
TRUST L BE BUILDING ON BASEMENTDB 982, PC 365
RDENASDB TMP 90E-A 1
TMP 90E-A2 4060 PG 77
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PROPERTY LICE TMP 90-30A
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JOB NO.
112066
SCALE
1" _ 40'
SHEET NO.
2
M.
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 NOT
DISCHARGE THROUGH A BACKWATER VALVE.
NOT
:ALL LANDSCAPING EASEMENTS, BUFFERS, AN
SCR
ENING
SHALL
E PLANTED IN ACCORDANCE WITH THE APPROV
D PROFFERS
LANDS
APING SHALL BE INSTALLED PRIOR TO THE FIRS
CER
IFICAT
F OCCUPANCY FOR ANY PROPOSED UNITS WIT
IN TI
E
DEVELOPMENT AS DETAILED IN PROFFER
PROPOSED zo' DRAINAGE AND
LANDSCAPING EASEMENT
(LANDSCAPED BUFFER AREA)
DB.PG.
NOTE: ALL STREETS WITHIN THE DEVELOPMENT SHALL BE MARKED
WITH NO PARKING SIGNS ON BOTH SIDES OF THE ROADWAY.
LOT AREA TABULATION
LOT NUMBER
LOTAREA(SF)
BUILDABLE AREA (SF)
1
2448
1405
2
1151
911
3
1152
912
4
2169
1427
5
2007
1303
6
1566
1237
7
1568
1237
8
2050
1338
9
1971
1273
10
1541
1211
11
1535
1205
12
1994
1292
13
2509
1713
14
1226
986
15
1226
986
16
2414
1659
17
2301
1567
18
1681
1351
19
1681
1351
20
1222
982
21
1679
1350
22
2297
1560
23
2141
1408
24
1549
1219
25
1130
889
26
1559
1225
27
1559
1229
28
2134
1 1427
AREA PROPOSED ONSITE
LANDSCAPE BUFFER
WING
TALLED IMM DIATELJIST
HERE THE SCRIM FENBE
ATED.
LO
ATION
L
G IN TH
PROPOSEDzo'LANDSCAPINGEASEMENT- NATURAL
LANDSCAPED AREA OR REPLANTING/NEW
LANDSCAPED BUFFER FOR ANY DISTURBED AREAS
r DB. PG.
.sz.
-\PROPOSED 20' \ \ S
EMERGENCYACCESS
EASEMENT
\\ DB.PG.
CONCRETE
LOT 30 ---
37,445 ' o.86 ACRES
ASPH:ij
Q
CONCRETE
WALK
(TYPICAL)
MILLING AND OVERLAY
FORIMPROVED
ASPHALT DRIVEWAY
P
IMPROVED ASPHALT
DRIVEWAY
ACCESS FOR (2) LOTS
_ CYJ 0
PLANTER '
zo' GRADING I zo' GRADING
EASEMENT E ISTING 8' EASEMENT
NOTE: IF TREES RE LOCATED WITHIN 5' OR LESS OFTHE PROPERTY I D o o N
DB.3zg1 PG.6o7 E/P -E/ I DB.3zgi PG.607 a m o o
LINES ADJACEN TO TMPgoF-Az, TMPgoF-F-4z, TMPgoF-F-43, OR Q \ \ \
TMPgoF-F-44, T E DEVELOPER SHALL REMOVE THE TREES ON THE En I I CD
o
xISTING3z' CONCRETE ADJACENT PRO ERTIES. THE REMOVAL OF THE TREES WILL BE �t Nrn F/C -F/C TMP 90E-7 - ROCK WALL Jl \�
SUBJECT TOTH EXISTING PROPERTY OWNER'S WRITTEN APPROVAL. 4 Co cq , co I TMP 90E-9 N/F IAN FARIS STEPS 1.6' OFF (TYPICAL\ 9� �A Co
�v E, cs v r� <r - o TMP 90E-8 J
PROPOSED 1 0L w > + 0 w I O'CONNOR LIVING DB 4163 PG 261 -
w w c� w 00 N N F ICNACIO 0
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N w v h M 11 w l l TARA L DE
FENCEALONG `i w v z II I DB 5116 PG 289 CARDENAS
TMP 90E-A2 PROPERTY DB 4060 PC 77 THP 90-30B \
N/F ALBEMARLE COUNTY LINE q 2 L -' I PROPOSEDid PROPOSED SCRIM FENCE H/F JOHN A OR RUBY T BROOKS
SERVICE AUTHORITY c 0 I LANDSCAPING FENCE ALONG PROPERTY LINE DB 1191 PG' 396
DB 3571 PC 272 _ � I EASEMENT ADJACENT TO TMP goF-Ai PROPOSED 5' C7 J
PROPOSED 3.5' LANDSCAPING z l7 I DB. PG. PROPOSED zo' DRAINAGE AND LANDSCAPING COMMUNITY C7
EASEMENT (LANDSCAPED PROPO� io' \ n
BUFFER AREA) LANDSCAPE 2 I LANDSCAPING EASEMENT EASEMENT ASSOCIATION INC C/O PROPOS N
PROPOSED (LANDSCAPED BUFFER AREA) DB. LANDSC 7O
DB. PG. CG-2 CURB EASEMENT to I y DB PG REAL PROPERTY INC y1 LDABNDSC Cy')
z
58°48 09'E114.92' DB.PG._ I DB 3692 PC 319
Ln S58° '07" E 5 78_ S31'02'03"W 3.10' S
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PROPOSED z RB
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PROPOSED '
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DRIVEWAY PROPOSED 2o' LANDSCAPING _
-` 2y 'E/ E P I I I I I + EASEMENT -NATURAL LANDSCAPED /
--
+ ENTRANCE Q
5
+ E�wav PARKING + .• - - � :.. � AREA ORREPLANTING/NEW i � �
1' rRAv LOT I LOT LOT 2 LOT LOT LOT LANDSCAPED BUFFER FOR ANY � N
LOT 3' LOT LOT LOT
0 4 * 3 * 2 1 F C F/C 28 27 26 * 25 �4 23 + v Y DISTURBED AREAS
Ld
LOT 0 0 - -
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0. I + - TREES(TYPJ - - - 1 Q + '� \I O• _ �, OPEN SPACE _ _ 5. 966 AC -- U)
_ - A o z
LOT + A i'
w PROPOSED I �
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1 SF
2 p CG-12- - \ 1 50,515 SF J
c� �' - 30 16 16' 34 30' - ._ 22' 22' 1 - - - O' 1 - _ ---� EXISTING GRAVEL / Q 0.
W o + S, PROPOSED 1 _ DRIVEWAY TO BE ' / CONCRET J
O LOT jj CG-12 I 3R1 K d _ IMPROVEDTOAN i ' F--
Of
c0o�u I 8 'A r'> 1.+ I;'•I 1 I +i' I. y� .� 1.. ..i y• 1' + I I r i' + .>I•• .y� N. I 1ASPHALT
o a 1 ^ _ TO SERVEDLOTS 9AY I 1 p Q w
m 2 �, 1 - -- 5' CONRETE a a u I I AND30 I LOT 3 2
y N 5' SIDE SETBACK g' SIDEWALK LIESO RIVE w _ Dj SOTO DRIVj w PROPOSED LOT 29 3 I
o -a `i - - ° 1 -�' w 1 I I 37,445
N N
M TYP. ry ry LG-6 CURB 0 020 5F
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1 v NOTE. SLOPE OF I o.86 ACRES ( f')
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LOT N . KIOSK +.I �. + r +i ✓+ 1. : 1 S o I
o p ti� Q EXCEED16/o I
PROPOSED 1 CONCRETE PROPOSED20' 1 Q
+ 32 16' 2' 30 22' 1: 12 22 30 CG-zCUR6 I I EMERGENCYACCESS I D 1�
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XISTING MANAGED STEEP SLOPES TO REMAIN / TMP 90-30AJOB NO.
/ / NOTE: ALL PUBLIC WATERLINE /N/F GARY D OR MYRTLE T1 BROOKS I I I I I I GRAPHIC SCALE ��2066
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30 o
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/ � � TO FINAL SITE PLAN APPROVAL / � I I I � I /� � � s0 0 rr r
THE ALBERMARLE COUNTY SERVICE / I 1 =3 O
AUTHORITY / / I I I I I I ( IN FEET ) SHEET NO.
inch �= 30 /ft. 4A
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 PREPARAT70N OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE
SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS
NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL.
J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY
THE COUNTY. ALL DRAINAGE OU7FALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCAT70N AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF
CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR
DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT
TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL 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 VOOT STANDARD PE-1.
7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT 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, /N 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. VOOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANS177ONS 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
INSPECT70NS 774E VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOTS 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 CONSTRUCT70N METHODS OF THIS PROJECT.
2. WHERE UNSUITABLE MATERIAL /S 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 EN77RE 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 CONSTRUCT70N OF THE SUBGRADE.
DRAINAGE:
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT
2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDIT70NS 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 SA7SFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A
POINT DEEMED AS NATURAL WATER COURSE.
PA VEMEN T.-
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES
ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION.
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED.
3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADAT70N FOR TYPE 1, II, OR Ill PRIOR TO
PLACING AGGREGATE BASE.
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE /S 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 APPLY.
EXIST. GROUND
IXIST.
EXIST. GRC
EMS!
EXIST. G
TYPICAL ROAD SECTIONS
NTS
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.
CURB
d
I0.6' PYANRNG SRP CUTTER
CG-6
MATELWAY
- II SW-9.5
ASPHALT TOPCOAT
TRA4ELMY
TYPICAL AIDTLIC H.9THA9WAY STRETET SECTION (55.5' WIDTH R0#)
NOT TO SCALE
STREET
TREE
CURB
d
GUTTER 6' PUNNING STRIP
TYPICAL PRIVATE DESOTO STREET SECTION (4'9 ' WIDTH ROW)
NOT TO SCALE
TYPICAL PRIVATE ANOXO COURT SECTION (55 5' WIDTH ROW)
NOT TO SCALE
SOEWALK
ALBEMARLE COUNTY
GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCT70N WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECT70N TO ANY
EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATI0N (VDOT).
THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY
DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF
VDOT UNLESS OTHERWISE NOTED.
J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION
CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2. 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER
SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY
ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE 14RGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL
DEVICES
8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLA77ON 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
-Y" /_/
EyMST. Gg011N0
EXIST. GROUND
I _
UUND
GROUND
PROPOSED TO BE STATE MAINTAINED
I. 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 VDOTA 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.
CG-DO wIDT
�
01
ENTRANCE
WIDTH OF
pAw' C LIMBS OF PEDESTRIAN ® _ _ _ -W - ® LIMITS OF PEDE5TRIAN
gp'nM O E%PARSION JOINT M; ESS ROUTE
ACCESS ROUTE
8 UNPAVED SPACE NON -TRAVERSABLE
1AWgPek SLOPE
WPAYEO SPACE
`/ m
mRq P C D
EXISTING OR PROPOSED C / W r WIDTH OF
SIDEWALK OR SIDEWALK SPACE �]' ENT)' RNICEE
CURB INCLUDED IN z i
EXPANSION JOINT ENTRANCE GUTTER
C �
� RIN
u � LESS ROUTE NON-TRAVERSARLE J
W8
LIMBS OF PEOESTR
CESS ROUTE
4
W PEDESTRIAN ACCESS ROUTE DETAILS WITH &
Flow LINE z WITHOUT UPAVED SPACE
B, ADDITIONAL RIGHT-OF-WAY IS REOl1RED F THE LIMITS
ENTRANCE WIDTH
1'-3"
r OF PEDESTRIAN ACCESS ROUTEDIEfil E%TEND BEYOND
EXPANSION JOINT ABSOLLUUTE MINIMUM 12' OR PROPOSED VDOT RIGHT -OF W
E%15nNG
I
EDGE OF PAVEMENT
M•.
M PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS .'
.
UNOBSTRUCTED. STABLE, FIRM AND SLIP RESISTANT . y • 0. • G
A PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A -
--
HALF PLAN FACILITY THAT CAN BE APPROACHED, ENTERED MD - t. • N. 0.
USED BY PEDESTRIANS.
ove
• IF PEDESTRIAN ACCESS ROUTES ®ARE BEING
o.e^so
REQUIRED WIMNMMAX.2Z GROSS SLOPE. DTH 15
SECTIONoB-B
WHEN USED IN CONJUNCTION WITH STANDARD
OR CG-7. THE CURB FACE THIS
g'-g
STANDARD IS BE ADJUSTED TO0 MATCH
STAIN
UNPAVED SIDEWALK SPACE PARABOLIC THE MOUNTABLE CURB C@FIGURATION.
1I�-III
CURVE
•G, -s.
® - ®
e.
NORMAL GLITTER ® ___ __ xx
----------- -
•.� ,p••N.
.p, .o. •I:. .e. xz:
n It RFOX TO OX CHANGE
gg4e� d4 b.e
.n. e. .o.e
9b 94 oq oo: pe ebRbg90b
I.E.S)
SECTIONOC-C
6" ADCREGATE BASE CLASS AT COW.
TYPE 192E
2'-0"•• .0
S.- 5'-0" ® POINT OF GRADE CHARGE
I
12X MM.AX. ROPE
FOR CURB AND CUTTER ONLY RH
• e. • a. , n.
X x 12 MAXIMUM INCREASE N SLOPE AT MINIMUMFIRST 10' NTERVALB
• b. ' a.
FOR 9D CURB AND CUTTER %
X X X 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST D' INTERVAL NIA
•
BUILT C
BUILT CONCURRENTLY 6 X MAXIMUM DECREASE FOR SUCCEEDING MINMUA 10' INTERVALS
.
'�`��� -
SECTION A -A
SECTION D-D
vooT
STANDARD ENTRANCE GUTTER
SPECIFICATION
REFERENCE
ADAND MOM STANDARDS
klHEE:T+:�11'F
VIRGINIA DEPARTMENT OF TRANSPORTATON
1
REVISION DATE 07/S
ES
6"
TOP
OF 4"
2" R
CURB
6„ A8 1r
1 4 a
13" Q �„
7
as
2
DOT #57,#68, OR #78
STANDARD CG-6 STONE BASE UNDER CURB
CURB & GUTTER & CHECKED BY VDOT
NO SCALE PRIOR TO PAVING AND/OR
BACKFILLING.
(VARIABLE WIDTH)
4" CONC.-\
" 4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
1 � " SM-9.5A
SURFACE COURSE
3" BM-25
INTERMEDIATE COURSE
6" COMPACTED AGGREGATE ,�°�°��0���°
BASE COURSE, VDOT #21A o°oo o°°�°° oo 00
OR oo,
B DEPENDING ON
ULTIMAITE TRAFFIC LIMITS
AND UNDERDRAINS
COMPACTED
SUBGRADE
ASPHALT PAVING - ROADS
NO SCALE F
TYPICAL PRITIATE IJA'SOTO COURT SECTION - 47' PRIVAT.,6 ROAD
(PRIVATE ACCESS EASFJfFATT)
NOT TO SCALE
EXXl GROUND
C_ _J"L
EXIST GROUND
B- IOOT 21A
STONE SUBBASE d
2- SW-9.5
ASPHALT TOPCOAT
TRAWLWAY I
'ACCESS EASEMENT
TYPICAL ASPHALT EJiYERCENCY ACCESS SEC/YON
,0RIVEN3'.4Y SHALL HAVE A 29 SUPERELEVATION TO THE EAST
NOT TO SCALE
EV %
EXIST 7
Pavement Design TT-A�TT� 7
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
21B
5
0.6
11.75
Desoto Drive, Court & Amko 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
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)
C
EDSTW OR PROPOSED I EXPANSION
SIDEWALK OR SIDEWALK SPACE
Ry
2'-0"
EXPANSION JOINT
E
E
w
IL
LLL
N
a Q
?�
CURB INCLUDED IN
ENTRANCE CUTTER
�a
v
FLOW LINE
EXPANSION
JOINT
ENTRANCE WIDTH
AABBSOLUUTTE MINIMUM 12'
EDGE OF PAVEMENT
HALF PPLAN C
I_ UIIPAI SIDEWALK
sPA- SPACE
CO-98
ENTRANCE
LIMITS OF PED.
LIMITS OF PED.
ACCESS ROUTE ® o
ACCESS ROUTE
UNPAVED SPACE NON -TRAVERSABLE '
UNPAVED SPACE
WIDTH OF
ENTRANCE
NJ
LMI75 OF PED.
LIMITS OF PED.
CE55 ROUTE ®
NON -TRAVERSABLE :
ACCESS ROUTE
PEDESTRIAN ACCESS ROUTE DETAIL WITH &
WITHOUT UNPAVED SPACE
ADDITIONAL RIGHT-OF-WAY IS RE RED F THE LIMITS
OF PEDESTRAN ACCESS ROUTE EXTEND BEYOND
L.1
EXISTING OR PROPOSED VDOT R17-OF WAY.
I
® PEDESTRIAN ACCESS ROUTES DVA CONTINUOUS
UNANSLIP
OBSTRUCTED, STABLE, FIRE AND 31P RESISTANT
PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A
Qoo,00e •c
FACILITY THAT CM BE AND
FACCESAPPROACHED,ENTERED
USED BY PEDESTRIANS.IFACCESS ROUTE IS ADJACENT
TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 6'.
SECTION F-F
M IF PEDESTRIAN IM ACCESS ROUTES ®ARE BEING
MUTES
,1_II�1 ,
PROVIDED, A MINIMUMACCESS
4' T LE WIDTH
IS REQUIRED WITH A MAX. 2Y. GROSS SLOPE.
'I�I
WIEN USED IN CONJUNCTION WITH STANDARD
,'p . p,
CG-3 OR CG-T, THE CURB FACE ON THIS
.'p
STANDARD IS TO IE ADJUSTED TO MATCH THE
MOUNTABLE CURB OONFIOURAnON.
o9 bq?o4e4e
NORMAL GUT TER ® - - - - -- lAL xx _---- SECTION E-E
_---• e• n. • e. •>• e. a. TR 0% TO lax CHMGE
p -4A
0 oeq 4gbopo bgg94e ebl iI46 bq GLASS A3 (H.ESJ f17NC.
6" ACGR. BASE TYPE T SIZE 2113 • >.
12% MA%. SLOPE I 5'-0'• ® POINT OF GRADE CHANCE • s. ' ?- . p,
FOR CURB AND GUTTER ONLY KH • •e. • e. • a.
FOR SIDEWALK CURB AND GUTTER zz 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS 40. 84g.n•q•oe:e
•o
BUILT CONCURRENTLY o4
x x x 3 X MAXMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND
SECTION C-C B X MAXIMUM DECREASE FOR SUCCEEDING MIAMI 10 INTERVALS SECTION D-D
SPECIFDATION 1V013T
REFERENCE STANDARD ENTRANCE GUTTER
RIGID AND BRIDGE STANDARDS
502 REVISION DATE SHEET I OF 1
VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 20302
CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING:
HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS)
A� T CURB MEN REWIRED (CG-2 OR 03-3 IN LINEAR FEET)
GENERAL NOTES: ES' DETECTABLE WARNING SURFACE !AREA IN SQUARE YARDS)
1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS 15 A SEPARATE PAY ITEM AND SHOULD
2. DETECTABLE WASHING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP,
WASHING
BE TECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 121 MAX
THE REQUIREMENTS OF THE SPECIAL PROWSON FOR CC-12 DETECTABLE 4B_1 MAX
WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND
SPECIAL DESIGN SECTION FOR APPROVAL.
3. SLOPING SEES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP p
FLOOR OR BY USING PERMISSIBLE CONSTRMTIM JOINT WITH REOIIRED BARS.
4. IF RAMP FLOOR IS PRECAST, IDLES MST BE PROVIDED FOR DOWEL BARS BID B
THAT ADJOINING FLARED SIDES CAN BE CAST N PLACE AFTER PLACEMENT OF 10.1 WAX
PRECAST RAMP FLOOR. PRECAST CONCRETE SHAD BE CLASS A-4.
5. REQUIRED EMS ARE TO BE NO. 5 Y 6" PLACED T CENTER TO CENTER ALONG TYPE A
BOTH SIDES OF TFIFI RAMP FLOOR, MID-DEPTN OF RAMP FLOOR. MINIMUM PERPENDICULAR
CONCRETE COVER 1/i'. 6. CURB / CURB AND GUTTER SLOPE TRANSITKINS ADJACENT TO CURB RAPSTEM
ARE INCLUDED N PAYMENT FOR CURB / CURB AND GUTTER. T!I=TYPE
5'MN
7. CURB RAMPS PRE TO BE LOCATED AS SHOWN ON TIE PLANS OR AS DIRECTEDT
BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHN THE RIGHT O WAY OF A HIGHWAY FACILITYCROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED,
OR NONEXISTENT. THEY MUST HE LOCATED WITHIN PEDESTRI N CROSSWALKS
AS SHOWN ON PLANS ORAS DIRECTED BY THE ENGINEER. AND SHOULD NOT B
BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES,FRE
HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL
UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL •yn Y 2
ACCESSIBLE ELEMENTS OF A FACILITY THAT CM BE APPROACHED. ENTERED
AND USED BY PEDESTRIANS. V N (I
8. RAJAS NEAT PLACED TANGENTIAL SECTIONS PROVIDED THAT ,� 1�21�M
THE CURE OPEE NI IS PLACED
WIT WITHININ THE LINKS OF THE CROSSWALK AND 12;1 MAR ;
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS _-.-+•
PERPENDICULAR TO THE CURB. 5WS Ai )K
9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WEN THE ENTRANCE RADIICANNOT
ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK
TRAFFIC REFER TO STANDARD CO-13. COMMERCIAL ENTRANCE (HEAVY 4' MN
TRUCK TRAFFIC) FOR CONCRETE DEPTH. T AT * , 2" HIGHER THAN
EDGE OF PAVEMENT
10. WHEN CURB RAMPS ME USED IN CONJUNCTION WITH A SHARED USE PATH, AT'A.X , SHIRE AS TOP OF CURB
THE MINNM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH.
11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS DMGONALD, TYPE C
A 4' x 4' LADING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL &PERPENDICULAR
INTO THE CROSSWALK WITHOUT CONIC INTO THE TRAVELWAY. THIS 4' X 4'
LANDING AREA MAY INCLUDE THE GUTTER PAN.
12, ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME
HRECTNNS SNI
CURB AT ENTRANCES OR STREET COTHE DETECTABLE .8--2.4" C-C c
WARNING
SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD D 0MM0 0 0 0 2
-MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH
THE BACK OF CURB. -f"?
0 OD D 00 00
0 0 0 0 0 0 0 0 0
LARDING RAMP + Q�Q 0 Q O 000000 Io
y O O O O D 0 0 0 0 0
`V O 0 0 O D Q O 0 0 0
m Q Q Q Q Q Q Q Q Q Q
X- 5% OF DIAMETER Q 0 Q 0 0 0 0 0 0 0
DETECTABLE WARNING o ILKI VARIABLE FULL WIDTH OF RAMP FLOOR I
AT BALK O1 CURB 09'•-1.4^
SEE NOTE 12. BASE p1METER
T PAY LIMITS
DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING
INSTALLED ON A RADIUS DETAIL DETAIL
woor CG-12 DETECTABLE WARNING SURFACE PF^IFICATION
ROAD AND FRIDGE STANDARDSREFERENCE
SHEET 1oF s REVISOR DATE (GENERAL NOTES) Q
07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 5D2
2D3.as
;COTT/R. CTI
Lic. No. 035791,a
L. 08/10/20 ,�fj
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JOB NO.
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SCALE
AS NOTED
SHEET NO.
5
TH 0Fll
SCOTT R. LINSZ
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U Lic. No. 0357911E
08/10/20
�SSIONAL
V,
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Original Proffers: 11/21/13
80% of the area median finallyincome the "Affordable Unit uai hicart , such thathousing costs
( Q fyig ) g
The cash contribution for each dwelling unit shall be based upon the a of the dwelling unit and in the
ng Po type B
f) The Owner shall install plants as shown on Page 9 of the Plan within the proposed 20' private drainage and
w
2:
Amendment: 4/24/2017
consisting of principal, interest, real estate taxes and homeowner's insurance (PITT) 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
0
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
1) Thirteen Thousand Nine Hundred Thirteen Dollars and 19/100 ($13,913.18) for each attached town
090F0.00
The owner shall identify the locationof the trees located at the nor of tax map parcels identified es ed -00-
O
Authority (VHDA) sales price/low limits for VHDA's fast -time homebuyer programs provided that the
home%ndominium 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
00(1A2, 090FO-00-0E-04200, I'N0FO-00-OF-04300, and 09OF0.0o-OF-04400. If trees are located within 5' or less
/ w
0
ZMA No. 2014-00006 Avon Park H
selling price will be equal to or less then 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 properly line the owner will remove the trees on those adjoining existing properties. Tree removal will be
rJ
>
price will increase or decrease per year based on Albemarle County's designated affordable home pricing.
ii) Twenty Thousand Few Hundred Sixty Dollars and 57/100 ($20,460.57) for each single family detached
is installed on the rand.
subject to the existing property owner's written approval permitting the Owner, the owner's subcontractors,
Z
0
Z
Tax Map and Panel Number. 09000-00-00-03100 D.B. 3786 P.G. 060)
(
All financial programs or instruments described herein must be acceptable to the m
eta primary mortgage lender.
The value of Sella -paid closing costs swat be excluded from the selling of such Affordable Dwelling
dwelling unit.
and/or employees, of Avon Park Il property m come onto the property end remove the bees.
O
Q
price
4) EROSION AND SEDIMENT CONTROL
a
Owner of Record: BELLEV UE REAL ESTATE, LLC
Units.
ill) Zero Dollars ($0.00) for each Affordable Dwelling Unit.
7) ALLOWED USES
O
Z
The Owner shall provide additional erosion and sediment control measures beyond the standard regulatory
N
U
m
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Date of Proffer Signature: 4/24/2017
f) 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 19.3.1; and the use allowed by
W
5
O
U
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 car decrease for the preceding
of approval of this Proffer Statement. These additional measures shall consist of the following:
special use it order section 193.2 of chapter 18, Zan'
p perm (7) apt mg, of the Albemarle Comity Code, Zoning
0ILI
Proffer Statement for 5262 acres m be rezoned from Planned Residential District (PRD) m Planned Residential
the Court or its deli w a period of one hundred twenty 120 days to identify and re- uali an
Ty �' P ty ( ) Y fY P q fY
calendar year in the Marshall and Swift BuildingCosts Index the "MST"). In no event shall an cash
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Supplement N91 dated 6-3.15 and in effect an 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-dal
9 p y period shell commence upon written notice
contribution amount be adjusted to a noun 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 then 90
annual adjustment shall be made by multiplying the proffered cash contribution amount for the preceding
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Bellevue Real Estate LLC, a Maryland Limited Liability Cam
airy ity parry, 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 colander
i) Contributing drainage area to non -wire reinforced silt fence shall be reduced from one quarter (0.25)
nB B
8) RECREATIONAL AMENITIES
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Parcel Number 090DO-00-00-03100 (the "Property") which is zoned as Planned Residential Development
not provide a qualified purchaser dung this one hundred twenty (120) day period, the Owner shall
year, and the denominator of which shall be the Indexes of December 1 in the year preceding the calendar
acre per 100 feet of silt fence length to two -tenths (.20) per 100 feet of silt fence. Contributing drainage
Inc
on
(PRD)subject to rezoning application ZMA No. 2014-WO06, a project known as "Avon Park 11" (the "Project") and
have the right to sell the Unit(s) without any restriction on sales price or income of ptdchaser(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
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the application lam the "Plan" entitled, "Avon Perk D Zoning Ma Amendment Plan, created Roudabush,
aPP P ( ) B P ar4 M
provided, however, that any Units(s) sold or leased without such restriction shall nevertheless be
incremental payments shall be correspondingly adjusted each year.
Parcel Number 090FO-00-00-000A1 owned b the Avon Park Community Association). These amenities are at
( Y ty )
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Gale, and Associates Feb 10, 2015, last revised May 24, 2016 . This current proffer statement the "Proffer
February y pro (
counted toward the number of Affordable Units required m be provided pursuant m the terms of this
ii) Maximum contributing drainage arm reinforced silt fence from minor swans or ditch lines
the request of the Avon Perk Community Association Board and will be installed upon issuance of the 24th
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Statement") supersedes the proffer statement dated November 21, 2013 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 heroin
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 greater than 1 efe to 0.8 acre and no greater than .08 cfs. Maximum
Certificate of Occupancy.
PP P B Map PP prepared by Pohl En "n
application plan entitled, Avon Park II Zoning M Amendment Application Plan Engineering,
shall preclude the thencurrent 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 drat area m wim reinforced silt fence from minor swales or ditch lines shall be 1 acre
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LLC, dated August 20, 2012, last revised 1025/13.
of the notification periods described herein in an effort to identify qualifying purchasers for Affordable
03100), which would yield five (5) single family detached homes.
an d no greater than 1 cis; and
a) A 40' x 50' fenced dog perk area with two small benches.
Units.
Pursuant to Section 33 of the Albemarle County Zoning Ordinance (Chapter IS 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 growd surface and
b) Two (2) additional play structures for older children in the existing tot lot area.
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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 an time rim to the Cow s
) Y P Ty' approval of any
shall not exceed 34 inches above ground elevation; and
conditions are proffered ea a art of the PRD zoning applicable to the Pro g es that
P P g ape Property and the Owner acknowledges
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 Iota 1-7 on Tax Map and Parcel
9 OVERLOT GRADING
)
the conditions are reasonable. Each signatory below signing on behalf of the Owner covenants end warrants treat it
waned
Affordable Dwelling Units, the Housing Office informs the then -current owner/builder in writing that it
Number 090F0.110.004NIOAI (owned by the Avon Perk Community Aesocislion) as shown on the Plan.
iv) Post spacing for non-wixe•reinfnrced silt fence shall M reslurl•.d fmm a maximum 6 feet apart to a
,
is an authorized signatoryof the Owner for this Proffer Statement
may not have a qualified purchaser for one or more of the for -sale Affordable Dwelling Units at the time
The owner shall install plants within the proposed easement as per the final approved landscape plan during
maximum 5 feet apart. Post spacing for wire reinforced silt fence shal be reduced from a maximum
The shall tt an overlot grading plan (hereinafter the "GradingPla meeting the requirements of
that the then-curcnt owner/builder expects the units to be completed, and that the County will instead
the fast fat planting season after the adjacent retaining wall is instated but prior m the issuance of the
10 feat apart to a maximum 8 feet apart
erOwner
la posed
proffer condition withtbe application foreach subdivision oftheProperty. The Planshail showexistingandproposed
con withperty. 't
i AIrFURDABLE 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 I through 7. There shall
rovedb the Covet Engineer riot m a a of an erosion
topographic g approved Y Y P,� P approval
a Grading
Four Thousand Thrce Hundred Seventy Five Dollars ($24,375.00) in lieu of each Affordable Unit(s), then
be no obligation on the Owner m install Landscaping on the adjoining property if permission from the
b) Temporary Diversion Dike (VESCH Standard 3.09):
d to said subd on
end sediment control plan related m said subdivision. The land area within the subdivision shall be graded as
a meet control p
The Owner will provide a of six (th affordable housing wits within the project in the form of for
the then -current owner/builder shall pay such cash contribution m the County prim to obtaining acertificate
impacted property owner is not obtained.
shownonthe approved Plan. permit shallbe issued for any dwelling lan, lot County Engineer
e dwelling
lease is ter sae affordable dwelling units (the "Affordable Dwelling Units" or "Affordable Units"). Each
of occupancy for the Units) that were originally plowed m be Affordable Dwelling Units, and the then-
i) The maximum allowable drainage wren h a temporary diversion dike shell be reduced from five (5)
Gerethe
The
Iles determined the lotgradingisnot in general conformance with the approved Plan. The Grading Plan shall satisfy
is not g
subdivision tat and site Ian for land within the table, as applicable- that
p p Property shall designate the lots
current owner/builder shall have the right m sell the Unit(s) without any restriction on sacs price orincome
b) The Owner shall install plants within the proposed 10' landscape easement shown on page 5 of the Plan at
saes m dune (3) acres.
the following:
or
will, subject to the terms and conditions of this proffer condition, incorporate Affordable Units as described
of the vurcheser(s). For the purposes of this proffer condition, such Affordable Dwelling Units shall be
the rear of lots 8-10 prim to the issuance of the certificate of occupancy for the 3rd completed dwelling wit
heroin and the a ate number lots or units desi
aggregate designated for Affordable Units within each subdivision
deemed m have been provided when the subsequent owner/builder provides written notice to the Albemarle
Cowry Office of housing or its designee that the Affordable Units(s) will be available for sale.
located on lots 8-10.
c) Temporary Sediment Trap (VFSCH Standard 3.13):
a) The Grading Plan shall snow al proposed streets, building sites, setbacks, surface drainage, driveways,
edsuch
plat end site plan shall be referenced in such subdivision plat or site plan.
c) The Owner shall instal plants within the proposed 10'landscape easement shown on page 5 of the Plan at
i) Maximum total contributing drainage area shall be reduced from time (3) acres tobails,
two (2) acres; and
and other features the County Engineer determines are needed to verify that the Plan satisfies the
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a) There shall be a maximum of 32 dwell' into on 30 lots in the Bevel mg
rag opmwt The Affordable Dwell-
2 CASH PROFFER
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the rear of lots 13-15 prior m the issuance of the certificate of occupancy for the 3rd completed dwelling
requirements of this proffer condition.
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Unite shall be comprised of am or more of the following types:
unit located on lots 13-]5.
ii) The storage vulte requirement shall be increased by a factor of 1.2.
volume
b) The Grading Plan shall be drawn to a scale not smaller than one (1) inch equals fitly (50) feet
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a) The Owner shall contribute cash to the County in the following mnoums for each dwelling unit
to
00
1. Single family townhomes OR
constructed within the Property that is not an Affordable Dwelling Unit The cash contribution shall be 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 3.14):
c) All proposed Sending shall be shown with commute 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 m the issuance of the certificate of occupancy for the 7th completed dwelling
surface drainage over lots shall be clear) shown with theproposed All ro proposed din shall be
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the Virginia Uniform Statewide Building Code.
transportation) located within the Scottsville magisterial district of the Co and no funds shall be used
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unit located on lots 16-22.
i) A temporary sediment basin shall be provided when the total contributing drainage men exceeds two
ffrom the
designed [o assure that surface drainage can provide adequate relief from [he flooding of dwellings in the
for capital improvements many public facility existing as of the date of this Proffer Statement, sueb as a
The Owner install
(2) acres; and
event a storm sews fails.
The Owner or his successor in interest reserves the right to achieve six (6) m 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 utilizingthe above mentioned unit es alone or in combination as outlined below. The Owner shall
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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
H) The permanent pool and dry storage volumes shell be increased by a factor of 1.2.
d) Graded slopes lots proposed m planted with turf grasses (lawns) shall not exceed a gradient three
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convey the responsibility of constructing the affordable units to any subsequent purchaser of the Property.
repair. The cash contribution for each individual dwelling unit shall be paidm the County after completion
wit located on lots 23-26.
_of vertical rise or fall shall
feet ! horizontal ea
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 fin the individual unit.
wth onw main�unancce e vegetation( as determined to be ppropriate) by the Counslopes
vegetated) ssprogram
authority in it approval of an erosion and sediment control plan for the land disturbing activity. These
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ATTACHMENT
ATTACHMENT
ATTACHM ENT
ATTACHMENTA
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steeper slopes shall not exceed a gradient of two (2) fact of horizontal distance for each one (1) foot of
vertical rise or fall (21) unless the County Engineer finds that the grading recommendations for steeper
193 PERMITTED USES
I. Day care, child care or nursery facility (reference 5.1.06).
19.6.2 RECREATIONAL AREA REQUIREMENTS
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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)
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e) Surface drainage may flow across up to three (3) lots before being collected in a station sewer or directed to
ZONING
Thefallowing uses shall be permitted by right in the PRD district, subject to the applicable requirements of
3. Rest home, nursing home, convalescenthome, 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 them hundred (300) acres and
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 le-famil dwellings,
4. Electrical power substations, transmission lines and related towers; gas or oil transmission lines,
hone
waive the provision of common open space and recreation area as hercinabove required provided that not
the PRD be devoted
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f) No surface drainage across a residential lot shall have mare then we -half (12) acre of land draining to it
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pumping stations and appurtenances; unmanned tel a centers; microwave and radio-
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thirty-five ( ) percent of gross area of such proposed Shall Solely to
less than thi five 35
"devoted
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wave transmission and relay towers, substations and appurtenances (reference 5.1.12).
wave
agriculture. For purposes of this section only, the term solely to agriculture" shall be deemed to
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g) All drainage from streets shall be canted across lots in a norm sewer to a point beyond the rear of the
Section8:
2. Semi-detached and attached single-family, dwellings such as duplexes, triplexes, quatimplexes,
is further
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 maintained, and provided
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 prorpded with a meeting all other requirements
for
h) The Grading Plan shall demonstrate that fin each dwelling unit, an anal at least ten (10) fact in width
193 PERMITTED USES
for detached single-family dwellings except side yards at the common wall.
6. Churches. (Added9-2-81)
19.7 HEIGHT REGULATIONS
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abutting the primary dwelling entrance facing the street not be served by a stairway, bas grades w steeper
193.1 BY RIGHT
3. Multiple -family dwellings.
7. Stand alone kin and puking structures reference 4.M 5.I AI . (Added 11-7-84; Amended 2-5-
parking P g ( )
Ex otherwise provided in section maybe erected a height not to exceed sixty-five
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than to percent 10% should the rim dwelling entrance facing the street be less then ten 10 feet from
pen ( ) primary g g ( )
193.2 BY SPECIAL USE PERMIT
03)
) fe t. irem nts for ee
(65) feet. The minimum stepback requirements for any structure exceeding forty (40) feet or three (3)
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the Lofs property line, then this grade requirement shall only extend to the area between the entrance and
19.4 RESIDENTIAL DENSITIES
195 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 flow the primary entrance to the driveway or walkway
19.6 MINIMUM AREA REQUIREMENTS FOR OPEN SPACE AND RECREATIONAL USES
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.
5. Parks, playgrounds, community centers and noncommercial recreational
(I 20.19.7, 12-10-80; 9-9-92; Ore. 15-18(4), 6-3-15)
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19.62 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 request for special exception with
the Plan. If such a inquest is made, it shell include a Justification for the request containing a void
19X BUILDING SEPARATION
6. Electric, gas, oil and communication facilities, excluding tower structures and including poles, lines,
10. Tier III persona wireless service facilities (reference 5.1.40). (Added 10-13-04)
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professional sea from a PE, LA or LS type B. In reviewing a waiver request, the County Engineer sball
19.9 SETBACKS
19.10 MINIMUM OFF-STREET PARKING REGULATIONS
transformers, pipes, meters and related facilities for distribution of loco service and owned and
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
The minimum building separation shall be as provided in section 4.19.
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consider whether the alternative proposed by the Owner satisfies the purpose of the requirement to be
19.11 SIGN REGULATIONS
appurtenances owned and operated by the Albemarle County Service Authority. Except as otherwise
6-8-05)
(g 20-19.8,12.10-80; 1-1-83; Ord. 15-18(4), 6.3-15)
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waived to at least an equivalent degree.
expressly provided, central water supplies and central sewerage systems in conformance with Chapter
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date Statement is
19.1 INTENT, WHERE PERMITTED
16 of the Code of Albemarle and all other applicable law. (Amended 5-12-93)
12. Farmers' markets (reference 5.1.47). (Added 5-5-10)
19.9 SETBACKS
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j) In the event the County adopts overlot grading regulations after the this Proffer approved,
PRD districts may hereafter be established by amendment to the in the
" facilities
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m requirement of those regulations that is less restrictive than m requirement of this roffer condition
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zoning map accordance with
7. Public uses and buildings including ten or mobile such as schools, offices,
gs g eatery parks,
(§ 20-19.3.2, 12-10-80; 9-2-81; 11-7-84; 9-13-89; 6-6-94; Ord. 03-18(1), 2-5-03; Ord. 04-18(2), 10.13-04; Ord. OS-
The minimum and maximum yards, including those for garages, shall be as provided section 4.19.
shall supersede the corresponding requirement 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
the
playgrounds and roads funded, owned or operated by local, state or federal agencies (reference 31.2.5);
lines, facilities, the
18(7), 6-8-05; Ord. 10-18(4), 5-5-10)
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accordance with comprehensive plan.
public water and sewer transmission, main or dunk treatment pumping stations and
like, operated by the Rivanna Water and Sewer Authority (reference 312.5; 5.1.12).
19.4 RESIDENTIAL DENSITIES
(g 20-19.9,12-10-80; Ord. 15-18(4), 6-3-15)
I
SCRIM FENCE
The PRD is imended
owned and/or
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 song the Avon Park 1 property line at the rear lots 1-9 shown on the Plan on the
lot 090FO-00-00-MA 1 the �Bs
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 constmetion uses reference 5.1.18 .4.12;
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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
t parking and loading space requirements sham be to accordance with section provided that
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owner's property or, if anted permission the owner of to protect plantings and
p party granted pe by p P
development, and creative design consistent with the best interest of the county and the men in which it is
shall be determined by the board of supervisors with reference to the comprehensive plan but shall, in no
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the bond of supervisors may vary or waive such requirements at time of establishment of a PRD district.
the had
provide existing residents an additional visual screen during construction. The height of the screening material
located.
9. Accessory use: and structures including home occupation, Class A (reference 5.2) and storage
event, exceed thirty-five (35) dwelling units per acre. 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 space may serve
10. Homes for developmentally disabled (reference 5.1.7).
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such varied uses as recreation protection of areas sensitive to
development, buffering between dissimilar
persons
Q 20-19.4,12-10-80)
19.11 SIGN REGULATIONS
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OWNER
uses and preservation of agricultural activity.
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Bellevue Real L.L.C.
11. ater management facilities shown on an approved final site plan or subdivision plat.
19S MINIMUM AREA REQUIRED FOR ESTABLISHMENT OF DISTRICT
Sign regulations shall be as prescribed in section 4.15.
estate,
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While a PRD approach is recommended for developments of any density, it is recommended but not
(Added(Added 10.9-02)
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required that the PRD be employed in areas where the comprehensive plan recommends densities in excess
of fifteen (15) dwelling units per acre, in recognition that development at such densities generally requires
12. Tier I and Tier I 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.
Ill 20-19.11, 12-10-80)
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careful planning with respect to impact. (Amended 8-14-85)
9-11-13)
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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19.2 APPLICATION
13. Family day homes (reference 5.1.56). (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: / / / /� Tide. /(/'
Ord. 13-18(5),
(I 20-19.3.1, 12-10-80; 9-2-81; 11-1-89; 5.12-93; Ord, 02.18(6), 10-9-02; Ord. 04-18(2),10.13-04;
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Tax Map and Parcel Number: 09000-00-00-03100
Notwithstanding the requirements and provisions of section 8.0, planned development districts, generally,
9-11-13)
19.6 MINIMUM 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
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established prior to the adoption of this ordinance, such districts shag be considered to have been
established as PRD districts under this ordinance and shall be so designated on the zoning map.
193.2 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 specie 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)
I8-19-1
18-19-2
18-19-3
18-19-4
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ZoningSUMaoa91,6J-IS
Zoemg Suppkmmt N91,F3-IS
bn�g Supplement p91.6J-15
Zanmg Suppkmenl p91, 6d-I 5
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JOB NO.
112066
SCALE
N/A
SHEET NO.
6