HomeMy WebLinkAboutSDP202000050 Plan - Revision 2020-08-12GENERAL NOTES
OWNER:
STANLEY MAR77N COMPANIES LLC
11710 PLAZA AMERICA DRIVE, SUI7E 1100
RESTON, VA 20190
DEVELOPER:
STANLEY MARTIN HOMES
404 PEOPLE PLACE, SUITE 303
CHARLOT7ESWLLE, VA 22911
ENGINEER:
COLLINS ENGINEERING
200 GARRETT ST, SU17E K
CHARLOTIESVILLE, 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 PLAT
PROPOSED USE.-
RESIDENTIAL DEVELOPMENT - TOTAL 30 RESIDENTIAL LOTS
28 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS (TH UNITS)
2 EXISTING SINGLE FAMILY DETACHED RESIDENTIAL UNIT
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 4gLL KEEP THE SAME ROADWAY CONNECTIONS), A MODIFICATION TO
THE SETBACKS (BASED ON THE ROADWAY CHANGES), AND A MODIFICATION TO THE 77MING
OF THE INSTALLATION OF THE LANDSCAPING BUFFER AREAS AND SCRIM FENCE.
OPEN SPACE:
TOTAL OPEN SPACE PROPOSED = 1.328 AC (25.27.)
OPEN SPACE A: 6,850 SF
OPEN SPACE B: 50,999 SF
TOTAL OPEN SPACE REQUIRED (25%) = 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 PROWOE AND INSTALL A 40x5O' FENCED DOG
PARK WITH (2) SMALL BENCHES AND (2) ADDITIONAL PLAY STRUCTURES FOR OLDER
CHILDREN IN THE EXIS77NG 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 SEPARATION
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 INFORMATON 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.
DATUM:
NAD 83
EXISTING VEGETATION:
PARTIALLY WOODED WITH (2) RESIDENCES ON 7HE PROPERTY AND EXISTING
GRAVEL DRIVEWAYS.
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 14,77H 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 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, DATEO FEBRUARY 4, 2005.
CRITICAL SLOPES:
THERE ARE 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 SECT70N 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 ADDIT70NAL 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 • ONE UNDERGROUND DETENT70N FACILITY AND A DETENT70N POND ARE PROPOSED WITH
THE DEVELOPMENT TO ACCOMMODATE THE WATER QUANTITY REQUIREMENT FOR THE
PROJECT. WATER QUALITY SHALL ACCOMPLISHED WITH THE PURCHASE OF NUTRIENT
CREDI IS.
= MILL CREEK
VILLAGE
AVON PARK II DEVELOPMENT HOMES III
INITIAL SITE PLAN & PRELIMINARY SUBDIVISION PLAT F4
SCOTTSVILLE DISTRICT - ALBEMARLE COUNTY, VIRGINIA
�,AVON PARK
N/F JENNIFER L
CERARDI
DB 4757 PC 433
IMP 90E-A2
N/F ALBEMARLE COUNTY
SERVICE AUTHORITY
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M F DENNIS OR N/F ICNACI OR DB 982 PC 365
LI DA V OCONNOR TARA L D
DR 4184 PC 210 CARDENA TMP 90E-AI
DB PC 77 N/F AVON PARK \ -
COMMUNITY
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TMP 90-30
N/F CARY 8 BROOKS JR /
DB 4858 PC 406
( IN FEET )
I inch = 50 ft.
10
IMPERVIOUS AREAS: THE TOTAL OVERALL SITE IMPERVIOUS AREA CAN NOT EXCEED 379
PER 7HE APPROVED ZMA APPLICATION PLAN:
ROADS: 0.63 AC (PAVED CIRCULATION PARKING AREA = 27,380 SF)
SIDEWALKS: 0.11 AC
BUILDINGS/DRIVEWAYS: 1.12 AC
TOTAL: 1.86 AC (35.3% IMPERVIOUS AREA)
PROPOSED USES: LOTS: 127,162 SF (2.919 AC)
ROADS (R/W & PRIVATE ACCESS ESMT): 44,200 SF (1.015 AC)
OPEN SPACE: 57,849 SF (7.328 AC)
OFFSITE EASEMEN T.• ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE OR WITHIN
EXISTING RIGHT-OF-WAY. THERE ARE ALSO EXIS77NG OFFS'TE
EASEMENTS FOR THE ROADWAY AND U77LITY CONNECTIONS TO THE
AVON PARK DEVELOPMENT.
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-OT LOTLOI
25 24 23 1 I \ OPEN SPACE
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50,999 SF
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NOTES.•
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.
TMP 90-30B
N/F JOHN A OR RUBY T BROOKS
DB 1191 PC 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
ROADS
LEGEND
0
EXISTING CULVERT
EARTH DITCH
CULVERT
DRIVEWAY CULVERT
Q
DROP INLET & STRUCTURE N0.
BENCH MARK
CURB
CLEARING LIMITS
CURB & GUTTER
PROPOSED PAVEMENT T
EC-3A DITCH 200
EXISTING CONTOUR
DEPTH OF EC-3A DITCH Zoo
PROPOSED CONTOUR
240.55
VDOT STANDARD STOP
EC-2 DITCH ---
PROPOSED SPOT ELEV,
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DEPTH OF EC-2 DITCH
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LOT AREA TABULATION NOTE: _ \
LOTNUMBER LOTAREA (SF) BUILDABLE AREA (SF) 1. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE -
STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE \
1 z6zz 15z3 BUILDING DEPARTMENT. TALLED IMM DIATELY FOLL WING
2 1231 991 PROPOSED2o'LANDSCAPINGEASEMENT-NATURAL
2. WHERE THE FLOOD LEVEL RIIMS OF PLUMBING FIXTURES ARE BELOW THE IN TH LO ATION HERE THE SCRIM FENCE IS T BE �
3 1232 992 y LANDSCAPED AREA OR REPLANTING/NEW
ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN LOCATED. —+ LANDSCAPED BUFFER FOR ANY DISTURBED AREAS
4 2320 1557 THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED BY A BACKWATER Z DB.PG.
5 2007 1303 VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, C
6 1566 1237 OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES 200
7 1568 1237 HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE
MILLING AND OVERLAY
8 2050 1338 COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT
9 1971 1273 DISCHARGE THROUGH A BACKWATER VALVE.
10 1541 1211 FOR IMPROVED
— — — — TS ASPHALT DRIVEWAY
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11 1535 1205 PROPOSED20 \S 24" CMP IMPROVED ASPHALT
12 1994 1292 i _ m' \\ EMERGENCYACCESS /'
NOTE: ALL LANDSCAPING EASEMENTS, BUFFERS, AND SCR ENING DRIVEWAY
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13 2509 1713 SHALL BE PLANTED IN ACCORDANCE WITH THE APPRO EDP OFFERS ���
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14 1226 986 LANDS APING SHALL BE INSTALLED PRIOR TO THE FIR T CE IFICAT
15 1226 986E OCCUPANCY FOR ANY PROPOSED UNITS WI HIN T E
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16 zaia 1659 DEVELOPMENT AS DETAILED IN PROFFE 3`
17 2301 1567
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18 1681 1351 \ \�
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22 2297 1560 LANDSCAPE BUFFER LOT 30 \ \�
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23 2280 1536 [ Coo / I 3 ,29
24 1658 1329 j o.83 ACRES
25 1210 969 �a ASPHALT C,
26 1665 1335
27 1669 1339 Loq
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28 2286 1554 I WALK �
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LINES ADJACEN TO TMPgoF-A2, TMPgoF-F-y2, TMPgoF-F-43, OR I ✓ - tE 0
TMPgoF-F-44, T E DEVELOPER SHALL REMOVE THE TREES ON THECD
ADJACENT PRO ERTIES. THE REMOVAL OF THE TREES WILL BED I EFPCGFC I I TMP 90E-7 - -- - -_ CONCRETE ROCK WALL \ O
SUBJECTTOTH EXISTING PROPERTY OWNERS WRITTEN APPROVAL.SCRIM FENCE I ,-� CO I-q CO` 0. �� l / I I TMP 90E-9 N/F IAN FARIS STEPS 1.6 OFF / \00
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SERVICE AUTHORITY I LANDSCAPING FENCE ALONG PROPERTY LINE DB 1191 PG 396
DB 3571 PG 272 IL,h = I I EASEMENT ADJACENT TO TMP goF-Ai. M J
PROPOSED i5' LANDSCAPING I PROPOSED 5'
EASEMENT LANDSCAPED
PROPOISE :Lo' \p I DB. PG. 13ROPOSED15'DRAINAGE AND LANDSCAPING COMMUNITY ® C7
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BUFFER AREA) PROPOSED LANDSCAPE I ASSOCIATION INC INCDB.PG. EASEMENT I (LANDSCAPED BUFFER AREA) DB.PG REAL PROPERTY NC LANDSC O CG-2 CURB DB.—PG.— I I I - - DB. DB 3692 PG 319 n
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CG-6CURB PROPOSED EMERGENCY ACCESS 200 CJ
5' RE R SET ACK - - - - 1L _ 11 OLL111111LL�_L VABLE N
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DISTURBED AREAS �j / — — — �_,\ \ W
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TMP 90-31 pz
OPEN SPACE 5.262 �C / �/ v i
N AREA B 229,211 SF / \ LLI z
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M r SIDEWALK PROPOSED LOT 29 3 1 ' 36,298 SF �--
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- LOT N . 1 +'i f r '' 1 + + l ' 1 "r r' ' 1 W
o j w 9 'p y5 PROPOSED 1 EXCEED i6% I 1 �_
c g O' " I CONCRETE PROPOSED 20' —
\o 0- < I _ _ - + 32 16' 2' 3p' 22' 1 12' 22' 30' —� CG-zCUR6 1 I l EMERGENCYACCESS /
o w a + - - _ ON S TBA K _ _ _ _ - io' RON SET ACK MIN. - - ; 1 I EASEMENT (n
Lor - - - - - - + (- - - I - I #1968 DB.PG. �/ I I z
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PROPOSED 22' /
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+ 4 i8 + --I c * -k' - - --
- + PROPOSED4jPRIVATE R _ _ _ = -���� GRAVEL O 7 9 21 1
LOT Er ACCESS EASEMENT \ - -� L1
7 OPEN SPACE I I I
12 I _ i DB. ^ ^ _
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AY PARK G
O + PROPOSED CG 6 CURB
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----- ®
PROPOSED STREET — — — _ — — -
o O
--- 04
TREES (TYP.) PROPOSED io' LANDSCAPING �/ PROPOSED io' LANDSCAPING
EASEMENT (LANDSCAPED _, EASEMENT (LANDSCAPED
BUFFER AREA) i PROPOSED BOARD FARM BUFFER AREA)
PROPOSED DOUBLE -SIDED DB PG ' 3 DB PG
TMP 90-30 VERTICAL FENCING (BOARD
ON BOARD) PRIVACY FENCE
N/F B48 BROOKS JR
DB 4858 PC 406 j
NOTE: ALL STREETS WITHIN THE DEVELOPMENT SHALL BE MARKED
WITH NO PARKING SIGNS ON BOTH SIDES OF THE ROADWAY.
FENCE ALONG PROPERTY LINE
I I TMP 90-308 ri L
i NN/F" JOHN A OR RUBY T BROOKS ^p w
DB 1191 PG' 396 a
TMP 90-30A I BoaN
OTE: (*) DENOTES THE LOCATIN OF THE AFFORDABLE UNI
N/AF GRY Li OR MYRTLE T BROOKS I GRAPHIC SCALE 112066
T so o p ao sa DB 1191 PG 396 I
'ITHIN THE DEVELOPMENT. PE (6) PROFFER #i, THERE SHALL BE SCALE
FFORDABLE HOUSING UNITS WITHIN THE DEVELOPMENT.
30�
( [N FEET ) SHEET NO.
I Inch — 30 ft. 3
1 I i \id /
1
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\ DB 4163 PG 261 ----- ---- - -- ��_-- L9
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TARA L DE -
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TMP 90E-,42 ti �, w ry �r I yy I DB 4060 PC 77
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CA
N/F ALBEMARLE COUNTY \ w o PROPOSED zo' /
'� � > 0J 1 I SANITARYSEWER
SERVICE AUTHORITY
ti Q
'I DB 3571 PC 272 � � N I �. I � �+� EASEMENT o NOTE: ALL TH UNITS SHALL HAVE ROOF ° 60M, o J
v N ° REAL PROPERTY INC 0 0 ° q w'j
s 696 z I I I 6�8 0^ D^ D 6I 0 666 6� DB 3692 PCI 319 DRAIN SYSTEMS THAT WILL COLLECT THE h° 5
o N G y m 00 6 \ 6 10 t I RUN-OFF AND CHANNEL IT FROM THE ROOFS 1� N
6 4 7 6 6ti 6° 65 �� 0 PROPOSED SWM
9 6 F 1 �h h 0 POSED DRAINAGE SYSTEM. ■ n FACILITY ACCESS O
9 D o �� ou 8 8 O TO THE PRO
6 6 85. - ■ 2 EASEMENT C�
6 z 694 9 6946 z °° 84 68z PROPOit zo' _ - q N V_I
9 9 I 68o _ WATERLINE p /
- EASEMENT ■ "
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00
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7 � -- 680 I � I I PROPOSED STORM OPEN SPACE ■ �
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y N -- -- --- - -- --I , OU�FA AREAB
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�wo LOT `.f. >`� �(. PROPOSED 20' {I _—,.— .a _ —'' 7— _i _ — 1 6p _ �/
o z n \ DRAINAGE ESMT - , 660 \ o LQL w 0
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--- A. EASEMENT _ FD V
LOT f I w �- I - 1-�
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C� o i` PROPOSED zo' _ _ 16 LLI
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t0 686 I �� 1 ---- ---- --- --'--- - �'—_- � -�-_-'�--�---`°---
LOT .4 f. I- -- �'I 1 Im I �� I 1O -�- Qo i0 I Lu LL
L j 6 M0 ° o °
-- 686 ---------- 686 - - - - OF 0, 8' Q
OPEN SPACE - 686 - -- - — - - -- - ° J-- -- - - -- - -�- -- ---- - -/------------� 0.28' I I - <
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Ai
PROPOSED 0 - --- - - - - - O /
cq
PUBLIC UTILITYH ' ° to1$_ Fr'16- ^ r0 _ co t0 PROPOSED zo , �, �°� `D N o 00 q, cc r a N o 00 -- -
EXTENSION WITHIN THE PROPOSED zo' EPUBLIC ASEMENT PROPOSED O O m m m m n — -- - r�N n
mb v N N o of 0 DROAINAGEDE `O io w o o o 0 0
PROPOSED WATERLINE o a m 4 /
EASEMENT �'
PUBL
C RIWTO
TMP 90-30 PROPIERTYLINETHE EASEMEINT SMT / j -
TMP 90-30B
NSF CARY D BROOKS JR
DB 4858 PC 406 / % N/F" JOHN A OR RUBY T BROOKS 0 uj
_
BB 1191 PC 396 a
MISTING MANAGED STEEP SLOPES TO REMAIN TMP 90-30A
/ NOTE: ALL PUBLIC WATERLINE N/F GARY D OR MYRTLE T BROOKS I GRAPHIC SCALE Boa N0.
NOTE: ALL PUBLIC WATER AND SEWER - DB 1191 PG 396
I 112066
EASEMENTS SHALL BE PLATTED PRIOR so 0 o ao ea 120
TO FINAL SITE PLAN APPROVAL
- FACILITIES SHALL BE DEDICATED TO �� SCALE / i I I
THE ALBERMARLE COUNTY SERVICE I 1 = 30
AUTHORITY
( IN FEET
I SHEET NO.
� inicn - ,o 4
I � r
EX!
GENERAL CONSTRUCTION NOTES FOR STREETS
1. CONSTRUC77ON 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 1N ADVANCE OF THE START OF CONSTRUCTION.
2. UPON COMPLETION OF FINE GRADING AND PREPARA77ON OF 774E ROADBED SUBGRADE THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON 774E
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 LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF
CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER,. OR
DESIGNEE IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR 4 FEET OFFSET FROM THE EDGE OF PAVEMENT
Q O
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 SEC77ONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1.
7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL,
SHALL BE STRICTLY ADHERED TO.
S. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD 7HE 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 774E DEVELOPER WHEN, IN THE OPINION OF THE COUNTY
ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS
11. 77-IE 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 TRANSIT70NS AND
GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.
13. A 14DEO CAMERA INSPECTION 1S 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 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 CONSTRUC77ON 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 EN77RE EASEMENT. 07HER 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 COND177ONS INDICATE.
J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET 1N 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 VEMENT.-
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.
J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA77ON FOR TYPE I, 11, OR III 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. 1N THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT
WILL APPLY.
EXIST. Me
EXIST. ME
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.
TYPICAL xUBLIC HATHAIYAY STREW SECTION (55.5' #'ZOTH ROJY)
NOT TO SCALE
TYPICAL PRIVATE DESOTO STREET SECTION (49' 1f70TH RO#)
NOT TO SCALE
TYPICAL PRIV.4Tr AN0IYCI COURT SEMMV (55.5' XIDTH RON)
NOT TO SCALE
zo-UNO
ALBEMARLE COUNTY
GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCT70N WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION TO ANY
EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT).
THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY
DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF
VDOT UNLESS OTHERWISE NOTED.
J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION
CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER
SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY
ENGINEER OR DESIGNEE IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CON7ROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL
DEVICES
& 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
PROPOSED TO BE STATE MAINTAINED:
OUST, GROUND
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.
CC�9D
B
I WDTH OF EM1-4-1LE
d
qq
1AWgHeN
O
ENPANSION JOIN
5
w
EXISTING OR PROPOSED�A�
SIDEWALK OR SIDEWALK SPACE C
u
CURB INCLUDED IN
nw
EXPANSION JOINT
ENTRANCE GUTTER
N
w
Wr
4
O �
u
FLOW LINE
z
w
ENTRANCE WIDTH
DESIRABLE MINIMUM16'
E)PANSION JOINT
ABSOLUTE MINIMUM 12'
EDGE OF PAVEMENT
A--*j
NORMAL GUTTER
WIDTH " OF 'I
LIMITS OF PEDESTRIAN® ----Wi ® LIMITS OF PEDESTRIAN
AC ESS ROUTE ACCESS ROUTE
UNPAVED SPACE 0 -TR VMSMLESLOPE
UNPAVED SPACE
WDTH OF
NTI RANGE I
10 -- X
N NON -TRAVERSABLE LIMITS OF PEDESTR
CESS ROUTE LESS ROUTE
PEDESTRIAN ACCESS ROUTE DETAILS WITH &
WITHOUT UPAVED SPACE
ADDITIONAL RIGHT-OF-WAY IS REOIZIREO F THE LIMITS T-3"
OF PEDESTRIAN ACCESS ROUTE AREPI EXTEND BEYOND E%SYNC
OR PROPOSED VDOT RIGHT -OF WI u"�
I
® PEDESTRIAN AC ACCESS ROUTES ANDPROVIDESLIP
A CONTINUOUS
-
UNOBSCONNEEO, G ALL ACCESSIBLE
AND SLIP RESISTANT . '•G. ,
PAIN CONNECTING ALL ACCESSNHE . EN EMS OF A
FACILITY THAT CAN BE APPROACHED, ENTERED AND - n. - n, e.
USED BY PEDESTRIANS.
e , e • e � .e
! IF PEDESTRIAN ACCESS ROUTES 0 ARE BEING �'��" �'�
PROVIDED, A WNMUM 4' TRAVERSABLE WIDTH IS SECTIONoB-B
REQUIRED WITH A MAX. 2Y CROSS SLOPE.
WHEN USED IN CONJUNCTION WITH STANDARD
OR CG-T THE CURB FAD ON THIS
STANDARD IS TO BE AO TO MATCH
THE MOUNTABLE CURB COACNFIG FIOURgTION.
X X Y ' •�• M' �'
• d.
N L-RXD%'TO D%CHANCE
•ba ova e'e.
4a 4•Ye. 4��=sYo gV=b q 4e ed4 9•Y .=•e
SECTION C-C
B' AGGREGATE BASE CLASS A3 I.E.S) CONIC.
TYPE 192E 28 p.0:
MAK.
5'-0•' ® POINT OF GRADE CHANGE I
12X MAX. SLOPE
FOR CURB AND CUTTER ONLY Ik • e. • d, , n,
i x 12 %MAXIMUM INCREASE N SLOPE AT MINIMUM M. NTEW&S
FOR SIDEWALK WRB D T X X X 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST III INTERVAL AND
BWLT CONCURRENTLY 8 X MAXIMUM DECREASE FOR SUCCEEDING MMMU.M 10' INTERVALS
SECTION A -A
SECTION D-D
1vo07 STANDARD ENTRANCE GUTTER SPECIFICATION
ROAD AND BRIDGE STANDARDS STANDARD
SHEET 1 OF 1 REVISION DATE
O7/15 502
203,p3 VIRGINIA DEPARTMENT OF TRANSPORTATION
ES
HALF I'LAN
6"
TOP
OF 4"
2" R
CURB
8
6
d e
13" d
14
1' 6" 2 DV OT # 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 j " SM-9.5A
SURFACE COURSE-\
3" BM-25
INTERMEDIATE COURSE
6" COMPACTED AGGREGATE
oo°� �o_I
BASE COURSE, VDOT #21A
0o°0�o oC"
OR
ULTIMATE
#21B DEPENDING ON
TRAFFIC LIMITS
�\����j`�/�\��/\���
AND UNDERDRAINS
COMPACTED
SUBGRADE
ASPHALT PAVING - ROADS
NO SCALE
r
TYPICAL PRIVATE DESOTO COURT SECTION - 47' PRIVATE ROAD
(PRIVATE ACCESS EASEMENT)
NOT TO SCALE
c�
8' LDOT 21A
_ S70NE SUBBASE &
2' SM-9.5
ASPHALT TOPCOAT
EXIST. GROUND
EVSI. GROUND Y' ASN/ALT
MAN LWAY
TO' AL'CESS EASEMENT
TYPICAL ASPHALT EMERGENCY ACCESS SEL^TION
DRIPE#'AY SHALL NAPE A 29 SUPERELEVATION TO THE EAST
NOT TO SCALE
EAST.
ERA GROUND
Pavement Design �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 & A11oko 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- Asphak
SM-9.5
0
2.25
BM-25
0
2.15
21A
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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
EXISTING OR PROPOSED I EXPANSION
SIDEWALK OR SIDEWALK SPACE
17111111
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INCLUDED INENTRANCE GUTTER0
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MINIMUM 12'
EDGE OF PAVEMENT
HALF PLAN C
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ENTRANCE
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LIMITS OF PED.
LIMITS OF PED.
ACCESS ROUTE®
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ACCESS ROUTE®
UNPAVED SPACE
NON-TRAtlERSAHLE '
UNPAVED SPACE
WIDTH OF
ENTRANCE -
LNI75 OF PED.
-
LIMITS OF BED.
CESS ROUTE ®
NON -TRAVERSABLE:
ACCESS ROUTE
PEDESTRIAN ACCESS ROUTE DETAIL WITH &
WITHOUT UNPAVED SPACE
ADDITIONAL RN31T-OF-WAY IS RE RED F THE LIMITS
OF PEDESTRAN ACCESS ROUTE EXTEND BEYOND
EXISTING OR PROPOSED VDOT RI T-OF WAY.
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® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS
• �' - e' • �'
UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT
`.o.e.c
,2 bo.
PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A
FACILITY THAT CAN BE APPROACHED, ENTERED MO
qo • o
USED BY PEDESTRIANS. F ACCESS ROUTE IS ADJACENT
TO BACK OF CURB, MINIMUM WIDTH SHOULD BE W.
SECTION F-F
IF PEDESTRIAN
M IF PEDESTRIAN ACCESS ROUTES ® ARE BEING
UTERS
A MINIMUMACCESS
S' T LE WIDTH
IS REOUIRkD WITH A MAX. 2Y. CROSS SLOPE.
WHEN USED IN CONJUNCTION WITH STANDARD
,•p. . p,
CG-3 OR LG-7, THE CURB FACE ON THIS
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STANDARD E TO BE ADJUSTED TO MATCH THE
MOUNTABLE CURB CONFIGURATION.
o4 b44o4 e. e
NORMAL GUT TER ® -- m _____ xSECTION E-E
6a,Y, Yee. MN OX TO lax CHANGE i'- S'
o"e4 bguni44e e•64 4.�. vo CLASS A3 (H.E.S.)CONC.
6•• AGGR. BASE TYPE T WE 28 • b%
MAX.e
ID
12% %. SLOPE I 5'-0" PONi OF GRADE CHANGE - s. ' �- . r:•
FOR CURB AND GUTTER ONLY AF •s. e. • d.
FOR SDEWALK CURB AND GUTTER zz 12 X MAXIMUM INCREASE IN SLOPE AT WNIMIM 10' INTERVALS qbo •y.o•o
BUILT CONCURRENTLY So. d4o4 e46
x x x 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVALAND
SECTION C-C a X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D-D
SPECIFICATION XVDOT
flOID AND REFERENCE STANDARD ENTRANCE GUTTER l
D BRIDGE STANDARDS
502 REVISION DATE SHEET 1 OF 1
VIRGINIA DEPARTMENT OF TRANSPORTATION 07115 20302
CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING
HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES. AREA IN SQUARE YARDS)
GENERAL NOTES' CURB WHEN REWIRED (CG-2 OR CG-3 IN LINEAR FEET)
DETECTABLE WARNING SURFACE AREA IN SQUARE YARDS)
1. THE DETECTIBLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPMATE PAY ITEM AND SHOULD
2. OETECTMLE WMNlG SHALL BE FROM THE MATERIALS APPROVED LET FOR BE SUMMARIZED FOR EACH CURB CUT RAP,
DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 1221 MAX
THE REQUIREMENTS OF THE SPECIAL PROWSON FOR CC-12 DETECTIBLE 48:1 MAX
WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND
SPECIAL DESIGN SECTION FOR APPROVAL.
3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4'
FLOOR OR BY USING PERMISSIBLE CONSTRXTION JOINT WITH REQUIRED BARS.
4. IF RAMP FLOOR 15 PRECAST HOLES MIST BE PROVIDED FOR DOWEL BARS SO 6
THAT ADJOINING FLARED SIBS CM BE CAST N PLACE AFTER PLACEMENT OF 10'I MAX
PRECAST RAP FLOOR PRECAST CONCRETE SHALL BE CLASS A-4.
5. REQUIRED BARS ME TO BE NO.5 X 8" PLACED I, CENTER TO CENTER ALONG TYPE A
BOTH SIDES OF M,F RAP FLOORRAMINIMUM, MID -DEPTH OF MP FLOOR, MINIMUM PERPENDICULAR
CONCRETE COVER %".
6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS \ I AY :�;
ARE INCLUDED IN PAYMENT FOR CURB / CUB) AND GUTTER, Sri�eaf�?' �F.'. �VyBUS'� 5'MN
7. CURB RAMPS ME TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED
BY THE ENGINEER. THEY ARE TO BE PROVNEO AT INTERSECTIONS WHEREVER W.,1 MAX
AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY
CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK 15 EXISTING, PROPOSE,
OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS
AS SHOWN ON PLANS OR AS DRECTED BY THE ENGINEER, AND S14OMD NOT TYPE B
HYDRMTSEDROPHINLET9,IETC.STOP
ACCESSIBLE ROUTES NG PROVIDER CFIRE ONTINUOUS PARALLEL
UNOBSTRUCTED, SEARLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL +:
ACC USED S ELEMENTS OF p FACILITY THAT CAN BE APPROACHED, ENTERED
AND SEDD BY PEDESTRIANS.
8. RASPS M E PLACED A D WIT IN TANGENTIAL SECTIONS CROSSWALK
THAT ) 1
THE CUM OPENING IS VEILED WITHIN THE THE C OF THE CROSSWALK AND 12YIMAX
THAT THE SLOPE AT THE CONNECTION OF IRIS CURB OPENING IS _--� ; b
PERPENDICULAR TO THE CURB. 5 UN
MX: *'+" 1
9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. MEN THE ENTRANCE RADIICMNOT
ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK
TRAFFIC, REFER TO STANDARD CO-13. COMMERCIAL ENTRANCE (HEAVY 4' MN
TRUCK TRAFFIC) FOR CONCRETE DEPTH. AT X. , 2" HIGHER THAN
EDGE OF PAVEMENT
10. WHEN CURB RAMPS ARE USED IN CONJL14CTIDN WITH A SHARED USE PATH, AT X X , SAME AS TOP OF CURB
THE MINWDM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH.
D. WHEN ONLY ONE CURB RAMP IS PROVIDE TOR TWO CROSSINGS (DMGONA), TYPE C
A 4' X 4' LADING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAR PARALLEL St PERPENDICULAR
INTO THE CROSSWALK WITHOUT CONIC INTO THE TRAVELWAY. THIS 4' K 4'
LANDING MEA MAY INCLUDE THE GUTTER PAN.
TRUNCATED DOME m
12. ALL CASES TRAM S OR RAMPS INTERSECT CONNECTIONS
A RAOAL SECTION OF .5--2.4" C-C iO
CURB AT ENTRANCES OR STREET FACTORY RA THE DETECTABLE +I d
-MODIFIED MNFIE SAS FLEE SHALL HAVE A FACTORY RA1URE OR BE FIELD O O 0 O O
THEBAO RECOMMENDED OW BY THE MANUFACTURER TO MATCH
THE BACK OF CURB. - �0000 00000 00 -
u 0o00v 0000000 �f
LANDING RAMP + 0 00 v 000000 v 00 000 Ia
0 o v o 0 o v 0 v 0 0 0 0 0 0 N
^� 0 o v o 0 o v 0 0 0 0 o v o 0
m 0 o v o 0 o v 0 0 0 0 o v o 0
SOX-6 X OF BASE DIAMETER 0 0 v 0 0 0 v 0 0 0 0 0 0 0 0
DETECTABLE WARNCURB d I VARIABLE FULL WDTH OF RAP FLOOR I
AT BALK OF CURB 0.9"46^
SEE NOTE R. BASE DIAMETER
I� PAY LIMITS
DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING
INSTALLED ON A RADIUS DETAIL DETAIL
lvoor CG-12 DETECTABLE WARNING SURFACE SELFILA ON
ROAN ARID BRIDGE STANDARDS
RREFERENCE
SHEET 1OF s REVISION DATE (GENERAL NOTES) 105
07H5 VRGIMA DEPARTMENT OF TRANSPORTATION 502
203.05
SCOTT/R. Cl,LLINS`zl
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Lic. No. 035791,2
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Original Proffers: 1121113
80% of the area median familyincome the "Affordable Unit ualt in Income" , such that homing costs
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The cash contribution for each dwelling suit shall be based upon the a of the dwelling unit and in the
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f) The Owner shall install plains as shown on Page 9 of the Plan within the proposed 20' private drainage and
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Amendment: 4242017
consisting of principal, interest, real estate taxes and homeowners insluence (PITI) do not exceed 30% of
amount set forth for each type of dwelling melt 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
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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
a) Thirteen Thousand Nine Hundred Thirteen Dollars and 19/100 ($13,913.18) for each attached town
The owner shall identify the location of the trees located at the rear of hex map parcels identified as; 090F0.00 00
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Authority (VFIDA) sales price/loan limits for VHDA's fast -time homebuya programs provided that the
home%ndominian 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, s
00OA2, 090FO-00-0E-04200, 090FO-00-OF-04300, and 09OF0.o0-OF-04400. If trees are located within 5' or less
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ZMA No, 2014-00006 Avon Park H
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
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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 o the existing property owner's approval permitting the Owner, the owner's subcontractors,
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Tax and Parcel Number. OMO-OMO-03100 .B. 3786 P.G. 060
Map (D )
All financial ro s or instruments described herein must be acceptable o the m mortgage
p gram pn primary rble D lender.
The value of Seller -paid closing vests shall be excluded from the selling of such Affordable Dwelling
dwelling nth.
rtinen
and/or employees, of Avon Park II property o come onto the property end remove the trees.
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price
4) EROSION AND SEDIMENT CONTROL
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Owner of Record: BELLEV UE REAL ESTATE, LLC
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hill Zero Dollars ($0.00) for each Affordable Dwelling Unit.
7) 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: 4242017
i) Far -Sale Affordable Units - All purchasers of for -sale Affordable Units shall be approved b the
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b) Annual Adjustment of Cash Proffers: Beginning January 1, 2017, the amount of each cash contribution
7
re H) applicable on the date
requirements stated in the Virginia Erosion and Sediment Control Handbook (VESCH)
The use of the Property shall be limited to those uses allowed by right under section 19.3.1; and the use allowed by
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Albemarle County Office of Housing (the "Homing or its designee. The Owner shall provide
required herein shall be adjusted annually audit paid, reflect any increase 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 5262 acres o be rezoned from Planned Residential District (PRD) o Planned Residential
(Juke")
the County or its designee a period of one hundred twenty (120) days to identify and pre -qualify an
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calendar year in the Marshall and Swift Building Costs Index (the "MSI"). m no event shall any cash
Supplement i191 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 period shall commence upon written notice
contribution amount be adjusted to a sum less then the amount initially established by these proffers. The
a) Silt Fencing (VESCH Standard 3.05):
hereto and incorporated herein ns Attachment A.
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from the Owner that the units will be available for sale. This notice shell 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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Hellewa Reel Palate 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)
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 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
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(PRD)subject to rezoning application ZMA No. 2014-00006, a project known as "Avon Park 11" (the "Project") and
have the right to sell the Unit(s) without any restriction on sales price m income of punchaser(s);
year most recently ended. For each rash contribution that is being paid in increments, the unpaid
area to wire reinnforced silt fence shell not exceed one quarter sere r 100 fed of silt fence; and
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The Owner shall provide and install the following recreational wricaities in the existing "park" on Tax Map end
a
the application plan the "Plan" entitled, "Avon Park H Zoning Ma Amendment Plan,
app p ( ) g p an, created by Roudabush,
provided, however, that any Units(s) sold or leased without such restriction shall nevertheless be
incremental payments shell be correspondingly adjusted each year.
Parcel Number 090F0.00.00-000A1 (owned by the Avon Park Community Association). These amenities are at
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Gale, and Associates Feb 10, 2015, lest revised May 24, 2016 . This current proffer statement the "Proffer
February y p (
counted toward the number of Affordable Units required to be provided pursuant to the terms of this
ii) Maximum contributing drainage amao non -wire reinforced silt fence from minor awaits or ditch lines
the request of the Avon Park Community Association Board end will be installed upon issuance of the 24th
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Statement") superseds the proffer statement dated November 21, 2013 pertaining o 2MA-2012-00004 and the
proffer. If these Units are sold, this proffer shall apply only o 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 greater than 1 efs o 0.8 acre and no greater then .fill efs. Maximum
Certificate of Occupancy.
a lication laze entitled, Avon Park H Zoning Ma Amendment Application Plan
PP P B P PP PtaPmed by Pohl Engineering,
shall preclude the thencurrent Owner/builder from working with the Housing Office prior to the start
permitted Ruder the prior by -right zoning of the Property (Tax Map and Parcel Number 09000-00-00-
contributing a area to wire reinforced silt force from minor swales or ditch lines shall be I acre
g drainage
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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.
and no greater than I cis; and
a) A 40' x 50' fenced dog park area with two small benches.
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Pursuant to Section 33 of the Albemarle Co Zonis Ordinance (Chapter I S of the Albemarle Count Code),
County g ( pier y )
3) LANDSCAPE EASEMENTS
iu) The height of any silt fence shall be a minimurn of 24 inches above the original ground 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 any time prior to the County's approval of any
shall not exceed 34 inches above ground elevation; and
-
conditious areproffered as a art of the PRD zoning applicable to the Pro g
P g petty 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
)
the conditions ere reasonable. Eeelt signatory below si
signing
grfory gnfag on behalf of One Owner covenants cad warrants that it
Affordable Dwelling Units, the Housing Office informs Ore then -current owner/builder ID writing that it
Number U9UF(1-00.00.11f10AI (owned try the Avon Park Community Association) as shown on the Plan,
iv Posit spacing far non -win -reinforced .=ilt fence shill he reduced form a maximum 6 feet apart to a
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is an authorized signatory of the lhvner for this Proffer Statement
Sontar)'
may not have n 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 fenec shall be reduced from s maximum
Ownershell submit 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 tali planting season after the adjacent retaining wall is installed but prior o the issuance of the
10 fed spar. to a maximum 8 fed open-
a
proffer condition withtbe application foreachsubdivisionoftheProperty. The Planshail showexistingandpropomd
pro con
i AFPTJRDABLE HOUSING
accept a cash contribution to the County to support affordable housing programs in the meant of Twenty
certificate of occupancy for the seventh completed dwelling unit located on lots I through 7. There shall
Plan One County Engineer riot to a ravel an erosion
g pP y ty, p approval
control can
Four Thousand Throe Hundred Seventy Five Dogma ($24,375.00) in lieu of each Affordable Unit(s), then
be no obligation on One Owner o install landscaping on the adjoining property if permission from the
b) Temporary Diversion Dike (VESCH Standard 3.09):
atopographicmet said shall
end sediment cool plan related o said subdivision. The Ind area within the subdivision shall be graded as
related subdivision.
The Owner wall provide a minimum of six (6) affordable housing units within the Project in the form of fin
thethen-current owner/builder shall pay such cash contributionto the County priorto obtaining acertificate
impacted property owner is not obtained.
shown onthe approved Plan. permit shell he issued for any dwelling an slot where the County Engineer
leaseor Dwelling Unitslts"Affordable Units"). Each
of occupancy for the Unit(s) that were originally planned o be Affordable Dwelling Units, and the [hen-
i The maximum allowable drain ereu W a hem diversion dike shall be reduced from five 5
) °� temporary
has determined the lotgradogis not in general conformance with the approved Plan. The Grading Plan shell satisfy
is notling
isforsaleaffordabledwelling with(the"Affordable
subdivision la[ and site tan for land within the shall designate
P P Property gnats the lots or table, as applicable, that
current owner/builder shag have the right o self the Unit(s) without any restriction on sales price or income
b) The Owner shell install plants within the proposed 10' landscape easement shown on page 5 of the Plan at
saes to three (3) acres.
the following:
will, subject to the terms and conditions of this proffer condition, incorporate Affordable Units as described
of the pachaser(s). For Ore purposes of this proffer condition, such Affordable Dwelling Units shell 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
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deemed to have been provided when the subsequent owner/buildw provides written notice to the Albemarle
County Office of housing or its designee that the Affordable Units(s) will be available for sale.
located on lots 9-10.
c) Temporary Sediment Trap (VESCH Standard 3.13):
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 IO' landscape easement shown on page 5 of thePlan at
i) Maximum total contributing drainage area shall be reduced from three (3) acres totwo (2) saes; end
bails, and other features the County Engineer determines are needed a verify that the Plan satisfiea the
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n) There shall be a maximum of 32 dwell' units on 30 lots in the Bevel g
mg development. The Affordable Dwelling
2 CASH PROFFER
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the rear of lots 13-15 prior o 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 one or more of the following unit types:
unit located on lots 13-]5.
ii) The storage vollune requirement shall be ancreaacd by a fuuor of 12.
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 amomts for each dwelling unit
1. Single family fownhomes OR
constructed within the Property that is not an Affordable Dwelling Unit The cash contribution shall be used
d) The Owner shall install planets 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 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-familydwellings as defined in
only for capital improvements in the form of public facilities (i.e, schools, public safety, libraries, parks or
the mar 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 di Allproposed m 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 shell be provided where the total contributing drainage area exceeds two
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designed to assort that surface drainage can provide adequate relief form the flooding of dwellings in the
for capital improvements to any public facility, existing as of the date of this Proffer Statement, well as a
The Owner install
(2) acres; and
event a store sewer fails.
The Owner or has auceessor in interest reserves the righto achieve six (6) or more Affordable Dwelling
renovation or technology upgrade, chat 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 nit types atone or in combination as outlined below. l'he Owner shall
shall Out be used fin any operating expense of my 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 pool sod dry storage volumes shall be increased by a factor of 1.2.
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 unit 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 rim 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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" ATTACHMENT A
ATTACHMENT A
ATTACHMENT A
ATTACHMENT A0!
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steeper slops shag 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 recommrndaOoua for steeps
193 PERMITTED USES
1. Day care, child care or nursery facility (reference 5.1.06).
19.6.2 RECREATIONAL AREA REQUIREMENTS
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slops 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 stomt sewer or directed to
ZONING
The following 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 three hundred (300) acres and
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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,
in hone
waive the provision of common open space and recreation aril as heminabove required provided that not
the PRD be devoted
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f) No airline drainage across a residential lot shag have mare then one-half (12) acre of land draining to it
single-family
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stations and menances; unmanned fee exchange centers; microwave and radio-
pumping app telephone g
punt
rly- ( ) percent of gross area of such proposed shall solely o
Tess than thi five 35
"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
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g) All drainage from streets shall be carried across lots in a storm sewer toa point beyond the rear of the
SectiO°H0
2. Semi-demched and attached single-family dwellings such as duplexes, triplexes, quadreplexes,
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
located be lot all other requirements
5. Home occupation, Class B (reference 5.2).
of the PRD.
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19.2 APPLICATION
that buildings are so that each unit could pro,&ed with a meeting
for
h) The Grading Plan shall demonstrate that for well dwelling unit, an area at least ben (10) feet in width
193 PERMITTED USES
for detached single-family dwellings except side yards m the common wall.
6. Churches. (Added 9-2-81)
19.7 HEIGHT REGULATIONS
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abutting the primary dwelling entrance facing the street not be served by a stairway, has grades w steeper
19.3.1 BY RIGHT
3. Multiple -family dwellings.
7. Stand alone parking and parking structures (reference 4.12, 5.I AI). (Added 11-7-84; Amended 2-5-
Except as otherwise provided in section 4.10, structures maybe erected to a height not o exceed sixty-five
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than ten percent (10%) should the primary dwelling entrance facing the street be less than ten (10) fed from
1932 BY SPECIAL USE PERMIT
03 )
(65) feet. The minimum stheight requirements for any awcnre exceeding forty (40) feet or three (3)
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the Lot's 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 (Repeated 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
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 mucational
(§ 20.19.7, 12.10-80; 9-9-92; Ord. 15-18(4), 6-3-15)
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19.62 RECREATIONAL AREA REQUIREMENTS
19.7 HEIGHT REGULATIONS
tennis courts, swimming pools, game moms, libraries and the like.
9. Professional offices. (Added 6-8-94)
19.8 BUILDING SEPARATION
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i A re uirement ofthis ffer condition may be waived b submitting a request for special exception with
Any 9 Pm Y Y g req Pee P
the Plan. If such a request is made, it shall include a justification for the request containing a valid
19.8 BUILDING SEPARATION
6. Electric, gas, oil and communication facilities, excluding lower structures and including poles, lines,
10. Tier Ill personal wireless service facilities (reference 5.1.40). (Added 10-13-04)
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professional seal from a PE, LA or LS type B. In reviewing a waiver request, the County Engineer shall
19.9 SETBACKS
19.10 MINIMUM OFF-STREET PARKING REGULATIONS
transformers, pips, meters and related facilities for distribution of local service and owned and
operated by a public utility. Water distribution and sewerage collection tins, 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 N action 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)
(§ 20-19.8, 12.10.80; I-1-83; Ord. 15-18(4), 6-3-IS)
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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
19.1 INTENT, WHERE PERMITTED
16 of the Code of Albemarle and all other applicable law. (Amended 5-12-93)
( 7). (Added 5-5-10
12. Fanners' markets reference 5. L4 )
19.9 SETBACKS
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j) m the event the County adapts overlot grading regulations after the this Proffer e approved,
PRD districts may hereafter be established by amendment to the in the
� facilities its,
in
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an uirement of those regulations that is Ise restrictive then an requirement of this proffer condition
Y mqy req p
zoning map accordance with
7. Public uses and bulletin including [eta mry or mobile such as schools, office,
gs g po par
(§ 20-19.3.2, 12-10-80; 9-2-81; 11-7-84; 9-13-89; 6-B-94; Ord. 03-18(1), 2-5-03; Ord. 04-IS(2), 10.13-04; Ord. OS-
The minimum and maximum yards, including those for garages, shall 6e as provided section 4.19.
shall supersede the corresponding requirement ofthis 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 o emted b local, state or federal agencies (reference 31.2.5);
p Ygro P Y g
line, facilities, saiions 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 conk treatment pumping and
like, operated by the Kivanna Water and Sewer Authority (reference 312.5; 5.1.12).
19.4 RESIDENTIAL DENSITIES
(§ 20-19.9, 12-10-80; Ord. 15-18(4), 6-3-IS)
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SCRIM FENCE
The PRD is intended
owned and/or
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to encourage sensitivity toward the natural characteristics of the site and toward
impact in
(Amended 11-1-89)
19.10 MINIMUM OFF-STREET PARKING REGULATIONS
A Scrim Fence shall be instilled along the Avon Park lots 1-9 shown on the Plan on the k 1 property lint at the
lot 090FO-00-00-000A I the
on the surrounding area land development. Moro specificany, the PRD is intended to promote
economical and efficient land use, an improved level of amenities, appropriate and harmonious physical
S. 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 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 PRO district.
provide existing residents so additional visual screen during construction. The height of the greening 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 sae. In addition, the bonus and cluster provisions of this
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shall not exceed 6 feet and will be installed immediately following the grading of lots 1-9.
buildings.
ordinance shall be mapplicableto 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).
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
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uses and preservation ofagricullual activity.
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Bellevue Real state, L,L.C.
11. Sormwa[er 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.
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approach While a PRD is recommended for developments of any density, it is recommended but no[
(Added 10.9-02)
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required that the PRO 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 H personal wireless service facilities (reference 5.1.40). (Added 10-13-04)
19.5.1 Minimum area required for the establishment of a PRO district shall be three (3) acres.
(§ 20-19.11, 12-I0.80)
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careful planning with respect to impact. (Amended 8-14-85)
9-11-13)
19.52 Additional area maybe added m an established PRD district if it adjoins and forms a logical addition to the
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192 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. /y� ,hi[lt. W�_ /r ��'�
Ord. 13-18(5),
(§ 20-19.3.1, 12-10-80; 9-2-81; 11-1-89; 5-12-93; Ord. 02-I8(6), 10-9-02; Ord. 04-I8(2),10-13-04;
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Tax Map and Parcel NmnbeI:09000-UO-00-031UU
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 PRE, districts under this ordinance and shall be so designated on the zoning
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)
map.
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
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requtremenm of chapter provided
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shall be included in the original PRD retuning petition: (Amended 5-5-10)
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18-19-1
18-19-2
18-14-3
18-19-4
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Zoning Suppkmme X91,6-3-IS
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