HomeMy WebLinkAboutSUB202000120 Plat - Revision 2020-11-06AVON PARK II DEVELOPMENT
MILL CREEK
VILLAGE
HOMES III
GENERAL NOTES
OWNER:
STANLEY MAR77N COMPANIES LLC
11710 PLAZA AMERICA DRIVE, SUITE 1 100
RESTON, VA 20190
DEVELOPER:
STANLEY MAR77N HOMES
404 PEOPLE PLACE, SUI7E 303
CHARLOT7ESVKLE, VA 22911
ENGINEER:
COLLINS ENGINEERING
200 GARRETT ST, SUI7E K
CHARLOT7ESVKLE, VA 22902
(434)293-3719
TAX MAP NO.:
090000-00-00-03100 (DB 5237, PG405)
1960 AVON STREET EXTENDED
CHARLOTTESWLLE, VA 22902
TOTAL AREA:
5.262 ACRES
ZONING:
PRO PLANNED RESIDEN77AL DEVELOPMENT
(ZMA 2012-0004 & ZMA2014-6)
A VARIATION IS BEING REQUESTED WITH THIS INITIAL SITE PLAN AND PRELIMINARY
SUBDIVISION PLAT
PROPOSED USE.
RESIDEN77AL DEVELOPMENT - TOTAL 30 RESIDEN77AL L07S
28 SINGLE FAMILY ATTACHED RESIDEN77AL UNITS (TH UNITS)
2 EXIS77NG SINGLE FAMILY DETACHED RESIDEN77AL 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 RESIDEN77AL 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 SI7E PLAN
AND PRELIMINARY SUBDIVISION PLAT. THE WAIVER SHALL INCLUDE A MODIFICATION TO 7HE
LAYOUT FROM 774E ORIGINAL APPLICATION PLAN, A MODIFICATION TO 774E ROADWAY
NETWORK (BUT WKL KEEP THE SAME ROADWAY CONNECTIONS), A MODIFICATION TO
THE SETBACKS (BASED ON 774E ROADWAY CHANGES), AND A MODIFICATION TO 774E 77MING
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 ASSOCIATION. ALL
OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN
774E 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 J8, THE OWNER SHALL PROVIDE AND INSTALL A 40'x5O' FENCED DOG
PARK WITH (2) SMALL BENCHES AND (2) ADDITIONAL PLAY STRUCTURES FOR OLDER
CHILDREN IN THE EXISTING TOT LOT AREA ON TMP09OFO-OO-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: 10' MINIMUM (LOTS 1-4 & 13-28)
5' MINIMUM (LOTS 5-12)
SUBDIVISION STREETS.-
CURB & GUTTER
WATERSHED:
RIVANNA RIVER DRAINAGE DIS77?ICT - NOTE- THIS SI7E IS NOT LOCATED WITHIN A PUBLIC
WATER SUPPLY RESERVOIR WATERSHED.
AGRICULTURAL/ FORESTAL DISTRICT- NONE
TOPO & SURVEY:
774E 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 SI7E PLAN. INFORMATION FIELD VERIFIED BY COLLINS
ENGINEERING MARCH 2O20.
DATUM:
NAD 83
EXISTING VEGETATION:
PAR77ALLY WOODED W77H (2) RESIDENCES ON THE PROPERTY AND EXIS77NG
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:
7HIS PROPERTY SHALL BE DEVELOPED WITHIN 1 PHASE.
BUILDING SITES:
PARCELS 1-30 EACH CONTAIN A BUILDING S17E 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:
]HERE ARE NO WPO 100' STREAM BUFFERS ON THIS PROPERTY. ANY STREAM BUFFER
SHALL BE MANAGED IN ACCORDANCE W77H THE ALBEMARLE COUNTY WATER PR07EC77ON
ORDINANCE.
WETLANDS/S7REAMS:
]HERE 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.
CRITICAL SLOPES:
]HERE ARE PRESERVED SLOPES ON THE PROPERTY. MANAGED SLOPES ARE SHOWN ON
7HE PROPERTY BASED ON THE ALBEMARLE COUNTY GIS MAPPING FOR 7HIS 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 THE DEVELOPMENT.
LANDSCAPING:
STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH
ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS 107HIN 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
7HIS 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 CERTIFICATE OF OCCUPANCY.
TRASH:
EACH LOT SHALL HAVE AN INDIVIDUAL ]RASH CONTAINER TO BE STORED WITHIN 7HE
GARAGE.
STORMWA7ER MANAGEMENT. ONE UNDERGROUND DETENTION FACILITY AND A DETENTION POND ARE PROPOSED WITH
7HE DEVELOPMENT TO ACCOMMODA7E 7HE WATER QUANTITY REQUIREMENT FOR THE
PROJECT. WATER QUALITY SHALL ACCOMPLISHED WITH 7HE PURCHASE OF NUTRIENT
CREDI IS.
INITIAL SITE PLAN &PRELIMINARY SUBDIVISION PLAT
SDP2020=00050 & SUB2020=00120
SCOTTSVILLE DISTRICT - ALBEMARLE COUNTY VIRGINIA
N/F JENNIFERIL
CERARDI
DB 4757 PC 433
+•
IMP 90E-A2
0.
__
N/F ALBEMARLE COUNTY
SERVICE AUTHORITY
V
DB 3571 PC 272
m
I
I
- -
T-
------
E
I _
LOT LOT LOT LOT I
j
4 3 2
I
{
Q�
LOT
!
i '
2
;z
! 7
-.
,
LOT-
IT-
-------------------
z w o
o
LOT
9
_
/
LOT-----
N
2
10I
cla
LOT
„I h
;I 11
LOT LOT LOT
13 14 15 16
xl 7
LOT
,
A
TMP 90-30 /
N/F CARY D BROOKS ✓R
DB 4858 PC 406
GRAPHIC
g
50 0 25
50
200
IMP 90E-6
N/F DANEIL
SBUMATE
DB 4091 PC 534
TMP 9OF-7
IMP 90E-9 �'M17:1MICM91A
0F N/F IAN FARIS
N/F DENNIS OR CI ORDB 4163 PC 261
LINDA V OCONNOR TARA L D
DB 4184 PC 210 CARDENA TMP 90E-AI
DB 77 N/F AVON PARK
COMMUNITY
ASSOCIATION INC C/0
REAL PROPERTY INC
------ DB -- PC
319
------------------ ----
-------------Z
----� - -r_T =T
( IN FEET )
1 inch - 50 ft.
IMPERVIOUS AREAS: THE TOTAL OVERALL SI7E IMPERVIOUS AREA CAN NOT EXCEED 37.R
PER THE APPROVED ZMA APPLICATION PLAN:
ROADS: 0.63 AC (PAVED CIRCULATION PARKING AREA = 27,380 SF)
SIDEWALKS: 0.11 AC
BUILDINGS/DRIVEWAYS: .11 2 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 (1.328 AC)
OFFSITE EASEMENT: ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE OR WITHIN
EXISTING RIGHT-OF-WAY. THERE ARE ALSO EXISTING OFFSITE
EASEMENTS FOR THE ROADWAY AND UTILITY CONNECTIONS TO THE
AVON PARK DEVELOPMENT.
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 W77H
VDOT AND ALBEMARLE COUNTY STANDARDS
5) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE.
25
OTI 1T OT
LEGEND
OPEN SPACE
\ AREA B
\ 50,999 SF /
- LOT 29
40,020 SF
0.92 ACRES kO
Y''tt4= g'
.-,�•�� �. =fit=`-+"*`y�"n�-x'�''��'?�'� .'f�`
IMP 90-30A
N/F CARY D OR MYRTLE T BROOKS
DB 1191 PC 396
0
AVON PARK
SITE
IMP 90-3
N/F ROBERT S
DB 982 PC
2
P
A
\
A \ULS
365 \
LOT
- -
-36:29g -8 $F-
0.63 ACRES
j N/F JOHN A OR RUBY T BROOKS
DB 1191 PC 396
EDGE OF PAVEMENT
s06.27 LP
f
PROPOSED ASPHALT PAVEMENT
TBC DENOTES TOP IBACK OF CURB
T/B DENOTES TOP OF BOX
__
1 EXISTING VEGETATIVE/LANDSCAPE BUFFER
506.71 IW
GREEN WAY BUFFER
506.21 BW
PROPOSED SPOT ELEVATION
TW DENOTES TOP OF WALL
PROPOSED EASEMENT
BW DENOTES BOTTOM OF WALL
0
DROP INLET & STRUCTURE NO.
PRESERVED STEEP SLOPES
DRAINAGE PIPE
MANAGED STEEP SLOPES
BENCH MARK
PEDESTRIAN AND VEHICLE ACCESS
a
VDOT STANDARD STOP SIGN
PROPOSED CONCRETE
PROPOSED HANDICAP PARKING SPACE
PROPOSED & EXIS77NG GUARDRAIL
«
PROPOSED ASPHALT STRIPING
PROPOSED FENCE
zcc
EXIS77NG CONTOUR
00 00 00
00 100 YR. FLOODPLAIN
200
PROPOSED CONTOUR
VICINITY MAP
SCALE: 1" = 2000'
0
OO
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. CDLLINSZ
Lic. No. 035791,a
P 10/5/20w�
oSIONAL
Vl
Z
Z
W
J
`
Om
(�
r/
0
Z
En
J
Q
Lj
_
in
z
ju
u
Yd
r'7
WN
O
N
W"
zLJ
J
J
LU W
0
z<
W
w
F-
in
F—
zw
Of
J~
w
Of
0 O
N
U
n
LU t-u
w
x
a Ln
JOB NO.
112066
SCALE
1 " 50'
SHEET NO.
� I,
;��TH 0
�s.
I III 1 ,I/// / I I v \ VAV\VI I I
I I I I I I IM
I I III I IIII � I I I I I I I I I I I I v v v�
�SLioT No. 035L 1
\\ \\ �� // ,/ A A A\ IV I I I I I I I \ / A A V A V A\ V \ � 08/10/20
I I I I I j I I / I I I I IIIII IIII \\ \\ � \\ \ I 1 � \ \ ��.�
�SSJOA
%
I
\ > \ \\\
z
w
u
o
o a a
Q��
U � o
o Ln"
\ iE
\ v III I III l z
\\ \� i' �"� •�• a
ItiA A I I A z
w .. w
W m
/ v v 90F CC
TMPI 4 1 1 I I BUILDING DESCRIPTI NS
I I I I
\ v \ IN
T�
i SANITARY SEWER \ NIFI DAN l I I
/ A EASEMENT \ V 1 1 1 1 1 1 I AI. 1 8 x 2 STOR, VINE( / / / / / >
�o'GRADwG V / / BR K HOUSE ON BASEMENT
I v / SHUMA E / / / /
EASEMENT EXISTING 28' D13 3291 PG. 607 A \ \n1� pp I I I 1 , I / / / / uJ
I I DB. 3291 PG. 607 E/P-E/P \ zo'GRADING — \ \ \ v(L09P 4 , /, / I I r / I l�
I \ ;� EASEME"PG. soy \ \ �I ' 1 �I / I �. I 24 X24 CONCRETE/'SL/A�
/ g EXISTING 3r j \ \ �
92 IMP 90E-9 I I Cb MUNIi'Y I I / - I /
\ NIF IAN FARIS \ \ V I �1S $IOCIATION NL< C OI I IC. 2 X3 CONCRETE �AB� !TMP 90—�32A
i TMP 90E-9 TMP 90P-8 \ I 4 I I I ' ' /
a w N TDB 4163 Pc zs1 \ I I RJOB 3 921 119) D. 20 x20 1/ STOEY �N / N�F Rp�ERT; SPA ILS
Q'CONNOR LIVING �F IGNACIO 0 \ � I IDBI 3�'92 P 19 1 I I /
I w I I p \ / B6ILDIhVC> ON /3 NTH /' /� ,' D$ 982 PG 365
ry h o z n TRUST I TARA L DE I I I I
II I I I \T'MP 90E-�12 � � W y � v 9 � � I DB 5116 PC 289 DB 4060 PC 77 I I TMIP I �0 Ail � I I / I � / / / � 'y 0tiL
1 NSF AL�EMARLE OUNTY �' 4'�' I I I / I J I �F I Al� ��Rl / /
I I I 1 I SERVICE AUTHO TY 'Z I /� // J I / N M �o I I I I I O /
/ I O I
/ // I N ti
DB13s71 Pc 27 v OVEN WIRE Iv I , i / / / l / I It o I / �o� 06 O IN O
I a o / I / �6 O (o
68 1 n 61 �6 6 i / / / I I / i� �h h 'Co
IN IN
o
V �� b 0 (,6 4 i v /
o m o N G 6 6 6 06 6° 0 6' N, I I I m N / / /
I w m m 9a IE �l it 11 z / / / // �'� °�' o� �� 'I P� V / / �i' i' // / // / / / 0 0 0
10 k.
4.92' 8'0--) 485. 8' I / / / � F
— X�X—L 31° 2'0"WI 3.10' �� T51°E �310. ff �� i /
\ \ P v v X— X—� X— X_ v vV o' BE
N29°06'41 E 9.00' v� X— X— X X �-- X
v rt I I /
I \ v v / IV I I� W VEN WIR
I \ PR PERTY � v v I � 1 I I 1 � I 1 I I I I I / /�
II !S TYf. Q FEM CE I I I I
Ex16TINc EASErr,tt��1T� \ � 24' CMP I I
(coMMUNICALIaN�) \
A �
X I TMP 90-31. \ \ \1 �/ I \ I I \ `
229, 211 SF \ \ \ B. �7V A V `\ \\ �� j 1\ \ ® m
I I \ 5.262 AC \ \ \cyi
I I \ I \ N
\ \ \ \ \ \ \ ` \ \ \ \ \'E IS SEMENT ` \ I \ \ SSI--�--� SS— \�—� I � I 1 I I \ I , I I I 1 I I \ \ \ i \
I I , , I I I I 1 I I I 1 \ \ \ \ \ \ \ \ \ \ \ 1 '/� � I \ I \ \ \ �
I 1 A CONCRETED Al c cM
�RICK1wA�L I \ A \ V A V A� `\ V `� ��A A vV vv v vV A \\ \V
I I t o Ez�
ooa \ 1 \KENNEL
drn
m
O
R " OFALT CV
I I I I I I I V A I I I I I V ` A� ` �� �—— �1� �\ � �\�'��• \ \ N
j I I AFNEII I I A COI NCkET I I I \ \ /
V�� I
A I I N
. v i#1968 Q I I ON v` v v� _
\ ' V I\ J
--AqN m��u i
\
I RAVE \ � s $ I (n
— —I s N o v mm
±0.�� WOVEN vv — FIN MON I x I I I O O % I I fi T N o O NO 0 �?^ \ I I W
\v / I / FIN oN I 'T ID �� �v �i PLANTED: �
I WIRE FENCE OVER V Or LINE 1 I v 0.28 A\ in
PROPERTY LINi� v I \ v ` / I TP \ \ II
So 00 a m G y
\ \ \ I 1 d6, ��� O O� �� WHO o0 oNo r� �o 'o a m m m m N N N .+ N
O � C� �' N O W l0 d N O W l0 .t `N O N t0 �t N O W O Q� (p S d N O eD �o
\ \ \ / 69 0 0 / , �o o �o Lo to w ko w ko 0 0 0 0 �0 (o �o / — I II \\ I// / �� / _
' / / / / % I / / �J oo /
< v WOVEN WIRE
/ I I I / U
\ \ \ TMP 90-30 — — '
\ I I I I v �—--F€NC G //// � �/'� / I II I // � so-36B
I \ \NIF CARY D BROOKS JR / / / �=�.3 WOVEN I I I I I , / �_, / / / / / N / ' / / / I /
4858 PC 406 PERT / // / WkRE FE CE OVER / I / / /F roxN a OR RUBY I BROOKS / / I I % 9� / LLI
DB 1191 PC 396 / r,
\ v / / PROPERTY LINE TMP bo-3bA 6
I / / / I /
/N�F CA�Y D OR IMYRLE BROOKS
— DB 1Pc/ass� ( /
—
(n
11 , I l l l , / � ' I l 1 I A A I � Lu
LLI
Lu
I I I
o
I v EXISTING MANAGED STEEP- LOPES j / / / / / / / / / / / / / / / / ' / I i I ' ` 1 ® N
/ � I I I I I I I � � , AV A V \
III ,
GT A/PHIC / /
SCA/EE
/40 / / 20 / 40 / 8 / / 160IN /
/i inch,40 'k
I.
O
m
66
cry u
WO
z �
Q �
z.
O
(n z
J F-
QLA
LLI
z
Q
0
Q
w w
Of �
JOB NO.
112066
SCALE
1" _ 40'
SHEET NO.
2
LOT AREA TABULATION
LOTNUMBER
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
1427
I I I II
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 OFTHE 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 DRAIP
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 NO
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 T
E
DEVELOPMENT AS DETAILED IN PROFFER
PROPOSED zo' DRAINAGE AND
LANDSCAPING EASEMENT
(LANDSCAPED BUFFER AREA)
DB.PG.
AREA PROPOSED ONSITE
LANDSCAPE BUFFER
413
NG
TALLIED IMM DIATELY FOLLWING
HERE THE SCRIM FENCBE
CATED.
LO
ATION
L
RAZING"INTH
I
CONC ETE
I O
0 ',. I I cc
PROPOSEDzo'LANDSCAPINGEASEMENT- NATURAL
LANDSCAPED AREA OR REPLANTING/NEW
LANDSCAPED BUFFER FOR ANY DISTURBED AREAS
DB.PG.
--- \PROPOSED zo' - - - \S
EMERGENCY ACCESS
EASEMENT
MILLING AND OVERLAY
FORIMPROVED
ASPHALT DRIVEWAY
P
IMPROVED ASPHALT
� DRIVEWAY
\ DB PG ACCESS FOR (2) LOTS
�I
CONCRETE
LOT 30 d
37,445—
o.86ACRES ASPHALT
4
CONCRETE
WALK
(TYPICAL)
O
PLANTER
SCOTT/R. CII3.LINSZ
Lie. No. 035791,1n
p 10/5/20 c4
o�5'InnrnT. E�C'l�
U)
Z
Z
o
J
¢
`
,
0
F�1
U
CIO'
U)
w
0
L
J
z
<-
Ln
z
;
>
w
c
�
Ii
i
zo' GRADING I I zo' GRADING I V
EASEMENT E ISTIIIG 8' EASEMENT
NOTE: IF TREES RE LOCATED WITHIN 5' OR LESS OF THE PROPERTYCD \-D
DB.3zgi PG.607 E P - E I DB. 3291 PG. 607a o 0
LINES ADJACEN TO TMPgoF-A2, TMPgoF-F-42, TMPgoF-F-43, OR / / o \ \ m
TMPgoF-F-44, T E DEVELOPER SHALL REMOVE THE TREES ON THE En I o
XISTING z' CONCRETE ADJACENT PRO ERTIES. THE REMOVAL OF THE TREES WILL BE �t'Jo, F/C -F/C I TMP 90E-7 - ROCK WALL
/ STEPS 1.6' OFF
SUBJECTTOTH EXISTING PROPERTY OWNER'S WRITTEN APPROVAL. "' CO -4 M I TMP 90E-9 N F IAN FARIS (TYPICAL)
z v e- r.0 d o TMP 90E-8
PROPOSED cL w >l o w I O'CONNOR LIVING DB 4163 PG 261
w s w w 00 N N F IGNACIO 0
SCRIM FENCE o w cy � N n I TRUST / PRO
FENCE �' �� o y v� w u DB 5116 PG 289 TARA L DE 1 •
ALONG 0. ` `� v z I CARDENAS
TMP 90E-A2 PROPERTY w I DB 4060 PC 77 THP 90-30B
N/F ALBEMARLE COUNTY LINE q o `Q �n I I Cn
y � � us �' PROPOSEDid PROPOSED SCRIM FENCE H/JP' JOHH A OR RI/BY T BROOKS
SERVICE AUTHORITY I LANDSCAPING FENCE ALONG PROPERTY LINE DB 1191 PC 396
DB 3571 PC 272 _ I EASEMENT ADJACENT TO TMP goF-Ai PROPOSED 5' M
PROPOSED25 LANDSCAPING z l7 - I DB. PG. PROPOSED zo' DRAINAGE AND LANDSCAPING COMMUNITY CY)
EASEMENT (LANDSCAPED PROPO�io- \ n
BUFFER AREA) LANDSCAPE y I LANDSCAPING EASEMENT EASEMENT ASSOCIATION INC C/0 PROPOS Cn
PROPOSED (LANDSCAPED BUFFER ARE DB. PG. LANDSC N
DB. PG. CG-z CURB DB EASEMENT 00
i DB. PG. R DB 3692 PC T 319 C n LDABNDSC M
S58°48'09"E 4.92 Ln -- - -
o` T ri S58° '07"E 485.78� S31 °02'03"W 3.10'
' 1" 370.96'
r
S59°21 5 E
1 06
r- —
r
PROPOSED -z RB
'PROPOSED•
CG CU
/
'.zoo
2 00 N
7
CG-6CURB PROPOSEDEMERGEN YA CE C C 55
O
i
I R AD REM VABLEB LLARDS
0 O O
/ N
� Cn
'i
m
------I oo: + r—
A SET K- -
5' REAR SETBACK - - io' R AR SET ACK - PROPOSED CG-9D -- -- i ii :i ;:: I I i l r l _ - - - - N
z8' +--DRIVEWAYPROPOSED zo' LANDSCAPING -}
LOT I -
5
_
24
18'
E/P - E/P
+
, I
I
I
I
I I
-
1
VE4WAY
.PARKING
LOT LOT
LOT
LO
+
3z''
LOT
LOT
LOT
LOT
LOT
LOT
E,
y
+
4 *3
* 2
1
F/C - F/C
28
27
26
* 25
�4
�3
1
+
LOT
I-
I N N
-_ 1
-
-
- —
> et � o
71
�.
PROPOSED STREET
io' FRONT SETBACK
U
w y
LOT
7
+
-
TREES (TYP.)
PROPOSED
-
-
'I-
SIGN (TYP.)-
-
I
-
+
�I t
O '
CG-iz (TYPJ _
-
- _STOP
w
— — — 71
-
2
30 16
16
34
3 0
z2
22
1
0l
a
a
CZ)LOT
1
+
p,
d
0o y `"
L-- -
- -
LL
5'CONRETE
a
v
o w
y N
5' SIDE SETBACK 1'
SIDEWALK
-
DESO O RIVE
o w_
S
DESOTO DRIVE
-o
w ,t LL
PROPOSED
2
--
-
— _ =
(TYP.)
49' PRIVATE R/W
N a
N v
u
49' p �A
N
I N v
m �i
CG-6 CURB
q
MAILBOX
:zvc
y c
T
L�F70
80
KIOSK
„I
r +
`yip
y��
't' 'I +
+
w o
_
:
30' '. 22
1'
12' 22'
30
+
32
16
z,
ON
S TBA K
- io' RON S_ET
ACK
MIN. -
-
—
LOT
+
Y
I
PROPOSED PRIVATE
ACCESS EASEMENT
I
F7��t
STREET SIGN
I
+
- -
- +
0 18
(TYP.)
M, \
12'x18' ASPHALT
TR LWAY PARKING
DB.PG._
:
+
w
DRIVEWAY (MIN.)
l LOT
Co
Co
��
w1
�o
70
o
LOT
LOT
LOT LOT 1
+
yLn
LOT L17 OT LOT
LOT
LOT
+
5' REAR SETBACK
-
13
*4
15
16 J
*LzoT
22
11
+
4
18
+I
--
+
LOT
12
.—
TR E WAY
PARK G
I
Q,' LO
I
I I
77
iP
REAR
ETBAC
L
io'REAR
ETBAC...
+
PROPOSEDSTREET, \ OPEN SPACE
TREES (TYP.) AREA A: 7,334 SF PROPOSED io' LANDSCAPING
EASEMENT (LANDSCAPED
BUFFER AREA)
PROPOSED DOUBLE -SIDED DB.PG. PROPOSED 3 BOARD FARM
VERTICAL FENCING (BOARD FENCE ALONG PROPERTY LINE
TMP 90-30 ON BOARD) PRIVACY FENCE
N/F CARY D BROOKS JR
DB 4858 PC 406
NOTE: ALL STREETS WITHIN THE DEVELOPMENT SHALL BE MARKED
WITH NO PARKING SIGNS ON BOTH SIDES OF THE ROADWAY.
NOTE: (*) DENOTES THE LOCAT�N OF THE AFFORDABLE UNIT
WITHIN THE DEVELOPMENT. PE PROFFER #i, THERE SHALL BE (6)
AFFORDABLE HOUSING UNITS WITHIN THE DEVELOPMENT.
N59°18'07"W 1,072.99
PROPOSED io' LANDSCAPING
EASEMENT (LANDSCAPED
BUFFER AREA)
DB.PG.
TMP 90-30A
N/F CARY D OR MYRTLE T BROOKS
DB 1191 PG 396
I <
0
o
N
THP 90-30B
NIF" JOHN A OR RUBY T BROOKS p w
DB 1191 PG 396 a v=i
GRAPHIC SCALE JOB NO.
112066
30 0 0 30 60 120
SCALE
1" _ 301
( IN FEET ) SHEET NO.
1 inch = 30 ft. 3
IF
TMP 90E-A2
N/F ALBEMARLE COUNTY
SERVICE AUTHORITY
DB 3571 PC 272
09"E
REMOVE EXISTING 12" B.O.V
AND TIE-IN TO EXISTING
. 12" DI WATERLINE -
•tr
1 • I • ar•4
...........
LOT 30
37,445 - - -
o.86 ACRES
IMPROVED ASPHALT
DRIVEWAY
ACCESS FOR (2) LOT \
I
DI
I
I
I
I
I
TMP 90E-7
N/F IAN FARIS
DB 4163 PG 261
A001julAl1UlV llvc cw NOTE: ALL TH UNITS SHALL HAVE ROOF
REAL PROPERTY INC DB 3692 PG 319 DRAIN SYSTEMS THAT WILL COLLECT THE
RUN-OFF AND CHANNEL IT FROM THE ROOFS
POSED 8" SANITARY SEWER (TYP.) PF TO THE PROPOSED DRAINAGE SYSTEM.
S31 °02'03"W 3.10'
S59'21'51"E
777 .. PROPOSED 20':::::' - - i
PROPOSED 8" DI WATERLINE TYP- T
---- . WATERLINE �
N
- ---- � ::`r?:'�' �:�,�f:7;;i;;;•":':'!:
I I i I EASEMENT I
...................
.................
................ .
MH- ------ - - - - -
LOT PROPOSED 12" DI WATERLINE (TYP. Immmm*mmmmmmmmmmm low" I I I I ■ /000000
,(
i
C\2 Ca
C"
E, 0.
w`o
Q, a
h \q
)SED TYPE A�
OFF ASSEMBLY
I
0
SANITARY SEWER
T I/ EASEMENT
TIII DB. 3291 PG. 607
I N I
I
TMP 90E-9 TMP 90E-8
O' CONNOR LIVING
TRUST N/F IGNACIO 0
DB 5116 PG 289 TARA L DE
I CARDENAS
N DB 4060 PC 77
PROPOSED 20'
SANITARY SEWER
IEASEMENT
EX-s
LOCATION OF SANITARY _
TI4-IN CONNECTION 4807' E 485 78'
E
0
OSE
-----
------ f s a LOT LOT LOTI LOT L T LOT 0 0 ♦♦
LOT LOT LOT 1
D 8" DI WATERLINE (TYP. w 4 k 3 * 2 LOT 28 27 2 * 25 24 23. I� ♦♦♦
--, a
U -- --- I � w
f p PROPOSED SANITARY SEWER
RVICE LATERAL (TYP.) o
R SEU o ♦♦♦
:; � •� MH-6 I o1w
�- -----I
LOT
--� --I -- 1
h
LOT I ,,, I MHz
—t — -
— —�
— —
w LOT _ �/ BRICK. WA
. ; ., •. ... ,.•I
� y1�
I PTROPOSED 8"X8" TEE I'.. - ■ o
(2)8"G.V.-_J W W ♦ 1 W 1+ 0 WIIIr Wo- - �, W12+ 0 ffsefoW. w W 0 13 3i5 I I ��. LOT 2 I
rn z L� - - + -- -- - ------ -- i Lti� 40,020 SF
a -4 co o j r r 9' ATE W ■ --- 4 ' IYA --- - ---- ---- I eo I
- M -----I I ■ r 3 0 0 Ft o.g2 ACRES
Fq m 1 q LO
o T I� II' ';. ,( .1• I. ■.. `I I '1'"�� -i - .i • s•;' -+— I
r.
o 9 CONCRETE
II '
�I --- :`� - - --- • > A. FAUCET
2 LOT W �_0 �'I I I I __ I I #� 968
10------- �� - PROPOSED 8"Xiz"CROSS-I --1
PROPOSED zo'
PROPOSED WATER W (1)12" G.V. PROPOSED 8" goo BEND
SANITARY SEWER (TYP) W I 1 PUBLIC UTILITY
SERVICE LATERAL (TYP.) LOT i ROPOSED 8 J I (z) 8"G.V. ! EASEMENT
I , � �I �I
13. --
MH 5 LOT LOT LOT LOT 0. LOT LOT LOT LOT LOT
- ----- s 23 14 �5 --i6 17 i8 LOT zo 21 22
--- �c I� ----- _ 9- -II * ----- PROPOSEDTYPEA - — - GRAVEL
LOT f I ---F7T C��1 I I --- I I `- --- BLOW OFF ASSEMBLY - -- - _ -- _ -- -- ---- - - --- ---- ---4
12
--- FIN IAd ---
�.
--I------I--- -� I I FIN MON
o
V Nil Q 0.28
o I
OPEN SPACEWINE
I I I
PROPOSED — - - - N59'1807"W 1,072.99'(T)
VARYING WIDTH
PROPOSEDTYPE A
BLOW OFF ASSEMBLY PUBLIC UTILITY PROPOSED 12" DI --- PROPOSED 20'
EASEMENT WATERLINE EXTENSION PUBLIC UTILITY -
WITHIN THE PUBLIC R/W PROPOSED zo' EASEMENT
TO THE PROPERTY LI WATERLINE
TMP 90-30 EASEMENT
N/F CARY D BROOKS JR
DB 4858 PC 406
NOTE: ALL PUBLIC WATER AND SEWER
FACILITIES SHALL BE DEDICATED TO
THE ALBERMARLE COUNTY SERVICE
AUTHORITY
TMP 90-30A
NOTE: ALL PUBLIC WATERLINE N/F CARY D OR MYRTLE T BROOKS
EASEMENTS SHALL BE PLATTED PRIOR DB 1191 PG 396
TO FINAL SITE PLAN APPROVAL
30
I
CON ET
I
I
1
I
GRAPHIC SCALE
30 60
( IN FEET )
1 inch = 30 ft.
SCOTT/R. CZ•LLINSZ
Lie. No. 035791 !n
p 10/5/20 c4
o�5'InnrnT. E�C'l�
Vl
Z
Z
J
Q
C
s
0
F-1
U
W
m
L
'
c
V)
0
J
�
z
o
1—
,
in
z
;
Lu
Of
C
�W
Lf.
E
O O N
W N N �
Q W � CD O
ko W O
in
d7
ti
co
1 �
nM
� r
M
N
�
N
m
J
N
CD
o �m
- ��-
N
I lPl w
• mI_ �-
-- }
W
\�
(n
W
ul
~
O
CONCRET
z
I..L
Q
LOT 30
=
37,445
0.86 ACRES
1 1 1
1
►d
z LLu
U
U)
00
JLu
Of
Of
CD
N
TMP 90-30B
NIF" JOHN A OR RUBY T BROOKS
DB 1191 PG 396
120
lu
Lu
0
W
x
o_
Ln
JOB NO.
112066
SCALE
111 _ 301
SHEET NO.
4
I I I
I I
I I I I
I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I
I I I I
I I I I I
I I I I I
I I I I
I I
I I
I I I
I I I I I I
I I I
II I I I I I
I I I I
II I I I
I I I I
II II II II � I i
I I
II I II II I \ \ \
I TMP 90E-�42
N/F ALBEMARLE (00
I \ SERVICE AUTHO
III I I I\ DB 3571 PG 27
1 I \
\ \ \ Qo
S58°48 09 E_s 1 4.92'
1 PF
\ k; LOT �I
5 4R=69o.50 8/0 0
FE=691.17
\ \ \
L 6 T AR=6 i7 4%
\ \ \ \ II FE=68993
\ N \\ I LOT
\ Coo 7 FAER=6883.5o=68g
I
LOT
1 8,. AR=687.83 4%
FE=688.5o -
�---
/1_ `} I
IrY N \ r fir- ------
y racy q I LOT \
AR=687.z7 4 b
FE=688.83 t
U O I r7
LOTrFE
=687.i7 ' .
10 688.83 4
(PROPOSED 8" I _--------
HDPE ROOF DRAIN I 1 LOT
(SYSTEM W/zo' I 1 1 ,'I 11 [FE
=687.z7 3b/o
PRIVATE UTILITY =688.83
EASEMENT (TYP.) -----I
o LOT
o, o0 12 Aft=687.83 7%0
iO 1O FE=688.5o
-------
\� TH 0�
I III ( I I I I I I 11 1\ I0
h SCOTT R. LINSZ
PROPOSED SWM
/ I O
I / / / c� Lie. No. 035791�
1 I I I I I 1 i FACILITY ACCES;7 jI /
- \ I I I / / / / / / ��o� 10/5/20
EASEMENT
\
�
2 PROPOSED RIPRAP
� I I I I I I •;?''r`�;;i�iir�riiii: � to
/ I I I I I `....•:T (T - - OUT OUTFALLINTO I I I I I I I \
---- ROADSIDE DITCH
� - I
s a�II `•.' 24" CMP I I I. I I \ �
z
°.
n4 saa
23A r.. `11 ;7 \ IMP ED ASPHALT I I � \ \ z �
DR)VEWAY 1 I \ \ \
VAC��SS FORj(z) OTS V A \ o0 o
\\CIO
1 \ \\ o 0
Z z V)
\-_o° \� \ \ \ \ Z o a a w
\ / / \ " d Q
w I < I I \ \ \ LOT 30 \ - - ` / \ \ \ \ 0 Z o
CIOSF D
1 1 N I I I v v v �\ o.86 ACRES \ \ \ \ \ a
w CIO
Lu a Y
� a
V v V v v v v v v v ICIO
Lu
VNLf) cc
I� \ \ \� \\ \ \ V A\ \ V A \ I I \ Lu W
/ \ \\Lu
\ I II / \
\ \ \ '.. \ \ \ \ 1 I \ \ 1 h W ,f1 6 F-
1 \ \ \ 1 I °N\ I \ o
\ V I I I \• \ I I Iry O �O O O O O O ul � - I I
\ \ o I li I I I \\
EXISTING zo' " y - - -EXISTING 20'
\ GRADING EASEMENT V GRADING EASEMENT o 0 0
\ DB. 3zg1 PG.6o7 I \ DB. 3zgz PG.6o7 \ \ \ \ % \ w N F4
M---�\I I \�-- - / \ \ \� \ \ \ I \ \ I / / I \ /� II \ I ) / CD CD
m� o
c� rn 692- 1 \ \ \ TMP 90E-7
� , CO I „ / TMP 90E-9 I \ \ N/F IAN FARIS
0. v w " > 0' CONNOR LIVING TMP 90E-8 \ \ DB 4163 PG 261
TRUST I N/F IGNACIO 0 1 V A
I i LB 5116 PG 289 I TARA L DE
0' ti 9yry CARDENAS
LB 4060 PG 77
F
\ y L V PROPOSED 8" HDPE ROOF DRAIN SYSTEM / /
W/ zo' PRIVATE UTILITY EASEMENT (TYP.) / / 0 6 M
PROPOSED 8" HDPE ROOF px I \ o v N / / / REA P 0 ERTY NC o `o I NOTE: ALL TH UNITS SHALL HAVE ROOF / 6o �e o
DRAIN SYSTEM W/io' PRIVATE 6 O p I G) o� b� o -6�° 6g 6� / /%; I I I DRAIN SYSTEMS THAT WILL COLLECT THE/h° h
6g6 F UTILITYEASEMENT(TYP.) Y 66 66�66ti ho 0/Gi 69�PG�3119 / /
6
N 6g / / r 6 6h bc3 e E, I I I RUN-OFF AND CHANNEL IT FROM THE ROOFS / / / y PROPOSED SWM CV Z
m . I sg ? \ / / 1 I \ o I Pf\ TO THE PROPOSED DRAINAGE SYSTEM. / // J / �y n FACILITY ACCESS O
D J 480T E 485.78' I I i6 EASEMENT
6 6
I \ �-- 31 °02i 03" 3.p 0' / r i =
M
694
::l} :::'+l.rliiiii::. ' ^
-692 1 I I I::':68z::::,::::l�:;;::?ii::'rr �..- .. .. .:.t: rn CV V /
CD
z---- 3C 3D x N m z Cn
�6$w---- --- ---- r--I --- -' --- 34 -- 3g N
oI
6b� SOT ----- - LOT ------ n �', m s -� Q
LOT LOT( -I 1 �4 LOT LOT LOT * �5 LOT L,�T o-l'. 9 o - 1 s� a., �:. 9m _ � > Q
cp
-------------
A-- - -- ,-_ _
4 3 * 2 LOT 28 1 24 23 ro yr yI
GAR=6 11 2 1 z6 1 =678 I. 4co1,�. ' �'� `rr --- r ,,.---- m i ` .: 7r.•I:; r y8 _ - } .5'9� L
1 - GAR=683.5o GAR=680.00 �� (GAR AGAR-6 6.6 ] _ __
7 _
GAR=6 i6 7 FFE= o p GAR-6 9331 - 7 - 7 71 o ' N� --- ---1-0 �. : { .. .}..: / �3 i - - -C ..� J V /
IFFE=68 .83 5 IFFE=68 .i7 I.. I 6g IGAR[68133
0.67 FFE=68 .67 II FFE=6 o.00 11 IFFE=67733 I L - G`b i - w
Ems, \ 1 `, GAR= 8 .z7 1 1 11 IFFE . II II GAR=6 7.33 I N o �� �� i / J ��(
> 11 \ Y o0 3 > 66
` 6 i TMP 90-31 �LL� s z A
h - - - FFE=6 00 666 00 I _PROPOSED zo' 5.262 AC �\ \ 7 7 � U)
1 FFE 6 00 1 7 .
PROPOSED STORM ` o/ 7 Q
\ Io I I Io I D DRAINAGE `229,211 SF 6 W Z
0Ro L L I m I `^ I m N IM 11 4 664 OUTFALL_PIPE __ o_-- \ J, 2 I SWM 2 z
-
1 a� v 1 S - OPEN SPACE \i UF
Q
• � � •'=/ 5�
6$d \ \ I . ; 'PROPOSED 20' 4•1 6o6 \ \\ \ w
DRAINAGE ESMT I I \ \ \ \ \ \ \ \ I \ z Q
� i I 1 I ram. I A \ � \ \ \ /� � I i , A \ \ LOT 30 2 � 0
\ \ 2 \
DESb,�'0 VE �' � �� _ DESOTO DR E I 6' W' m I PROPOSED I � LET 9 \ \ \ � _--3�+45� �
cp , o.86 ACRES i -__-- _ -� WMFACILITY goy` \ \ \ \ 1 `400\205� \ \ \ \/ / 608 �\ \ (� '^ z
- _ E {flJ I
49' PRIVATE _ 49' PRI AT \0.92\ l
_ I ,�' / O o I ACCESS \ \ \ ACRES
� Q
o h EASEMENT
LLJ V
9 ` - PROPOSED zo' \
I
a,
7 0 ' 0 6 � � I \ PRIVATE UTILITY � \ �
L- } I� A. EASEMENT _ I \ Q
7�ij 8k 1 0l - - r- I f -�L t -1 f � m� or1p 0 I I 1 968 I I I \ 6�4 I \ \ \ \ \ \ 7~
l / 20 I __ _ s��v CONC ATE
1 -- I I 68"k-, I 1- --1 --I 1 �. __'1 _--1 �IcU. �9
GAR=6 0o GAR=6 3.5o 1 W II GAR- S M CyC I
1 Lu
FFE=6 5. 7 :. 8 GAR=6 o.z7 _ 7 ' 3 1 GAR=676.i7 rzj / / / / _ _I- _ _ _ 6 �J.J v
12 FFE=68 1 1 11 _
5' 7 J 5 33 FFE 68 .83 1 FF -61 g o FFE=6 6.8 V �l 1 I �'
1 FFE-6 33 FFER6 0 7 V GAR 68z.5o !AGAR=6'g.5ol 1 J IGAR=6 .501� 3j1 \ I I� I �_ /__1 "'-_ 6�9 \ \\ I \� 1
- -------- - _ 6�� \ �V \
I GAR-6 6 1 LOT LOT 6 ' FFE=6 .z7 1 1 �"- 1 _.
-- GAR6 i7
1 -- I ----- _ I�
FFE 68z.z7 �
LOT �4 LOT 16 4 a LOT Li8T LOT L T 11 LOT 1--LOT \ o I - - _ ---- --- �_ ---- -_ _" - - ~
5 p Q p �- o
* ------ it 6$ I / 7 -- - S * - - io` - - \ _ a.- -_ -r _ _�°_ _
_RAVE \ 1
--- J _1
LO ,- j I I ( ,o�` I �_ - N� _`0 - I I Ilr p L1J LL
�d ----� _ --� -- --- r ==J - - - ° vd) \ l IF IN MO I o p Q
--- 686 -- - -- - ° I _ - i o o.z8' I I 1 I I \ \ \
TP \ \ \ \ I I \ \ Q
o �� o HDPE ROOF DRAIN ' ' ' bI ry o I o I7_1
�' I. J
oPROPOSED zo' M, e m e
Op d� ��� �� O Q) (0 �,AN n , ,p 't N O CO4�D 't N O W
\ I SYSTEM W/ zo' 69PUBLIC UTILITY /
I 1 \ \ \ PRIVATE UTILITY / PROPOSED zo' I I I
/ " EASEMENT
I / \ EASEMENT(TYPJ / I I DRAINAGE ESMT
I / / HDPE ROOF DRAIN
I I A \ \ \ TMP 90-30 I I I I A \ A PRIVATE
UTILITY
I I / T1P/90-30BAN/F GARY D BROOKS JR / NFJE) / l /
p L
HN4/OR RUBI/T BROODSw4858 PC 406 /
Dl� 1191 Pa 396 / a
I XISTING MANAGED STEEP SLOPES TO REMAIN / / / / / f TMP b0-36 I I I I I I I I GRAP�IIC SCALE / / 3or3 No.
NOTE: ALL PUBLIC WATERLINE / /N/F GAY D OR )MYR�LE BR OKS I I I I I
14 1 1 I I I I l l l l 112066
I I \ NOTE: ALL PUBLIC WATER AND SEWER - - / EASEMENTS SHALL BE PLATTED PRIOR / LB 1 p1 PG/ 396 I I I I I I 30 0 0 30 60 120
-- FACILITIES SHALL BE DEDICATED TO / TO FINAL SITE PLAN APPROVAL / /� / I I I I I I I / / I /11 SCALE
I THE ALBERMARLE COUNTY SERVICE
II I 1SHE=ET 3N0
AUTHORITY ]N �EET
/ inch 30 /ft. 4A I O
EXR:
GENERAL CONSTRUCTION NOTES FOR STREETS
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE
DEPARTMENT OF COMMUNITY DEVELOPMENT 296-5832 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
( )
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE
SUBGRADE SOIL. THREE 3 COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS
NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL.
J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY
THE COUNTY. ALL DRAINAGE 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
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 RESIDEN7AL 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 S7RICTLY ADHERED TO.
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE
PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE
ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY
ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS.
12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSIT70NS AND
GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY
INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTI0N 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 IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND
REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER.
J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH
OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED.
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE 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 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 SA77SFACT/ON 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 COMPACT70N BEFORE BASE IS PLACED.
J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADAT70N FOR TYPE 1, lI, 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. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT
WILL APPLY.
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.
GRWNO
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 KITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL
DEVICES
8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY KITH 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:
--7_
GST. GROUND
TYPICAL PUBLIC f.4Tf.4#r4Y STREET SECTION (55.5' WIDTH RO#r�
NOT TO SCALE
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-BD
EXITING OR PROPOSED
SIDEWALK OR SIDEWALK SPACE
EXPANSION JOINT-
EXPANSION JOINT
EDGE OF PAV
NORMAL GUTTER
C
A ITH OF ENTRANC
EXPANSION JOINT
WIDTH OF
d LIMITS OF PEDESTRIAN® __--WU ® LIMITS OF PEDESTRIAN
AC ESE ROUTE ACCESS ROUTE
UNPAVED SPACE NON -TRAVERSABLE J UNPpYEO SPACE
W F
WOTHwID OFF
I RANG ENTE I
R
INCLUDED IN
u
HCE GUTTER
b
RIM LIMITS OF PECESTR
LESS MUTE NON-TRAVERSMLE _� CESS ROUTE
is
W PEDESTRIAN ACCESS ROUTE DETAILS WITH &
z WITHOUT WAVED SPACE
ADDITIONAL RIGHT-OF-WAY IS Poi0l11RED F THE LIMITS 1,-J-
OF PEDESTRIAN ACCESS ROUTE ANVN E%TENO BEYOND EXISTING
OR PROPOSED VDOT RIGHT -OF W
e
® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS
UNOBSTRUCTED, LE, FIRM AND SLIP RESISTANT . �, • e. , E
PATH CONNECTINGG ALL
LL ACCESSIBLE ELEMENTS OF A
FACILITY THAT GA BE APPROACHED, ENTERED MD • 1:. • n. e.
USED BY PEDESTRIANS.
• IF PEDESTRIAN ACCESS ROUTES M ME BEING
PROVIDED,A MINIMUM 4'TRAVERSABLE WIDTH Is SECTIONoB-B
REQUIRED WITH A MAX. 2X CROSS SLOPE.
WHEN USED IN CONJUNCTION WITH STANDARD
STAR AR CG-7.T THE CURB FADE ON THIS g'-p••
STANDARD 15 TO BE ADJUSTED TO MATCH
MBOLIC THE MOUNTABLE CURB CONFIGURATION.
:LRVE . G, . E, •,
®- - - - - - - - - - -xz ^• M•>.
xzx
s•i. .li. .;. 'e. q•=• "*a%ITO 10%CHANCE •be bea e: e.
4b 44 orb e:4A v!T&p%b 44P4ei �4 4 e .e.a
8" AGGREGATE BABE f1A55 AS I.E.SI GONG. SECTIONoC-C
TYPE ISZE 29 2•-0" ,
S'-0" 5--0" ® POINT OF GRADE CHANGE I
12X MAX. SLOPE
FOR CURB AND CUTTER ONLY IF . e. z IN
u.
FOR SIDEWALK WRB AND GUTTER
z 12 MAXIMUM INCREASE SLOPE AT MINIMUM NY AL INTERVALS '
! ! z 3 % X MAXIMUM DECREASE IN SLOPE FOR FIRST D' INTERVAND E 4 a.
BUILT CONCURRENTLY II % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM! 10- INTERVALS
SECTION A -A
SECTION D-D
�VDE3T STANDARD ENTRANCE GUTTER SPECFICATDN
ROAD AND BRIDGE STANDARDS REFERENCE
SHEET 1 OF 1 REVISION DATE
203.03 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION
ES
GW LINE
ENTRANCE WIDTH
DESIRABLE MINIMUM W
ABSOLUTE MINIMUM 12'
HALF PLAN
A
6"
TOP
OF 4-
2" R
CURB
6"
1"
d a
d
13" °d
d ° 7
e
d
d
de
- ed
11 �6 2 'VDOT #57,#68, OR #78
STANDARD CG-6 STONE BASE UNDER CURB
CURB & GU TIER & 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°�o 00 P oq
ON
ULTIMAITE D RAFFIC EPENDINLIMITS \�O�\\��\1\�' II�\��\/�\��
AND UNDERDRAINS D ��
COMPACTED
SUBGRADE
ASPHALT PAVING - ROADS
NO SCALE F
CG CG_6 5/ / TYPICAL PRITIATE DESOTO COURT SECTION - 4%' PRIMATE ROAD
_ -_-__
5717EET f.5' SW-9.5
Fxlsr. TxaDNn �I ASPHALT TOPCOAT ' Fxlsr. b4NwNn (PRIVATE ACCESS F4SFffFArT%
....,
C\ __ NOT TO SCALE
EXIST GROUND SIDEWALK W)-/ER IRAY£LWAY TRAKLwpY SDXII'AK EAST GROUND
f, 8' PUNTING 51PoP 25' o' to' 2:5, S' H.WING SIRP
9' R
TYPICAL PRIVATE DESOTO STREET SECTION (99 ' WIDTH ROW)
NOT TO SCALE D�
B' YDOT 21A
STONE SUBBASE & ,
2' SW-9.5
ASPHALT TOPCOAT /
EA7�CROUNO FXSi. IRQUND
EAST. FYl01AN0 TMAWL ALr EXIST. (970UND
IRA4ELWAY
M' ACCESS EASEMENT
TYPICAL ASPHALT EMERGENCY ACCESS SEGilON
N cG-2 C� 0RfVEIYAY SHALL HAVE .4 27 SUPERELEVAT,'ON TO THE EAST
_..__ P NOT TO SCALE
EXIS'
EXIST. G
TYPICAL PRIVATE AN0AV COURT SECTION (55 5' WIDTH ROW)
NOT TO SCALE
Pavement Design
RF= 1.0
Location
ADT
HCV
Design
ADT
CBR
SSV
Dr
Surface h a
Base b a
Sub -base h a
Dp
Hathaway Street
164
5
214
4
4
9.39
SM-9.5
1.5
2.25
BM-25
2.5
2.15
21B
5
0.6
11.75
Desoto Drive, Court & Anoko Court
94
5
144
4
4
8.01
SM-9.5
1.5
2.25
BM-25
2.5
2.15
21A
5
0.6
11.75
Access Road- Asphalt
SM-9.5
0
2.25
BM-25
0
2.15
21A
8
0.6
4.80
_ - �N�
■'Tii
-l�l
■t�lf�
�011 '
I r
�1■II■��1 I
loll
_
ale
�Wf'a'�•
E.
1
.MFF T!
r
t
1.1
WWII
Mail
III
L4
6 F j
CWfn
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)
C1<_1
EMSTNG DR PROPOSED I EXPNSION
SIDEWALK OR SIDEWALK SPACE
e"
L
i
R
EXPANSON JOINT
E
E
w
ILI
j
u
w
c
d.
CURB INCLUDED IN
w
w 'P
ENTRANCE CUTTER
i
S
Vl
O
W
v
u
FLOW LINE
�w
r
EXPANSION JOINT
ENTRANCE WIDTH
SE MINIMUM 1
c
AB
ABSOLUTOLUTE MINIMUM 12'
3
EDGE OF PAVEMENT
C
HALF
PLAN
r PtYED MEW
SPACE
CC-9B
ENTRANCE
Y
LIMITS OF PED.
LIMITS OF PED.
ACCESS ROUTE® o
ACCESS ROUTE®
UNPAVED SPACE NON -TRAVERSABLE
UNPAVED SPACE
WIDTH OF
ENTRANCE
TO. -
LIMITS OF PED.
LIMITS OF PED.
CESS ROUTE® NON -TRAVERSABLE !
ACCESS ROUTE
PEDESTRIAN ACCESS ROUTE DETAIL WITH &
WITHOUT UNPAVED SPACE
ADDITIONAL RIGHT-OF-WAY IS RE RED F THE LIMITS
OF PEDESTRIAN ACCESS ROUTE EXTEND BEYONG
L .1
EXISTING OR PROPOSED VDOT RI T-OF WAY.
I
® PEDESTRIAN ACCESS ROUTES A CONTINUOUS
UNOBSTRUCTED,AD SLI STABLE, FIRM SLIP RE
AND
PATH CONNECTING ALL ACCESSIBLE ELEMENTSNTS OFM A
4co•coe •c
qo;'eo • o: o
FACILITY THAT CAN BE IEO AID
TAPPROACHED, SOLVE
USED BY PEOESTBMS. IF ACCESS ROUTE IS ADJACENT
TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 6'.
SECTION F-F
RH IF PEDESTRIAN ACCESS ROUTES ®ARE BEING
2- 0"
A 4' TRAYERS LE WIDTH
I REWIRED WITH A MA%. 2Y. CROSS SLOPE.
IS REWIRED WITH A
WHEN USED IN CONJUNCTION WITH STANDARD
,'p. .E% •'p
CG-3 OR CG-7, THE CURB FACE ON THE
STANDARD IS TO BE ADJUSTED TO MATCH THE
MOUNTABLE CURB CONFIGURATION.
o4 beo4g4oe
NORMAL GUTTER
® --'----------- x:! SECTION E-E
a. . n. • e. • p• • 1:. - e. e. RR OX TO "X CHARGE
oY a 4A �eY q:bpini __6
14441,4 e- CL/55 AS (H.E.S.I CONC.
o4e.b oMIT
6" AMR. BABE TYPE I SIZE 21B • >.
12X MAX. SLOPE 5'-0'• ® POINT OF GRADE CHANGE
FOR CURB AND GUTTER ONLY AH '�+ • e. • h. • a.
FOR SIDEWALK CURB AND GUTTER zz 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS qbo •4. e•o
BUILT CONCURRENTLY 40. 54o4 e:5
z x z 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND
SECTION C-C 8 X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10- INTERVALS SECTION D-D
SPEOFICATION XVDOT
REFERENCE STANDARD ENTRANCE GUTTER
flOAC AND BRIDGE STANDARDS
502 REVISION DATE I SHEET 1 OF 1
VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 2p3.02
CO-12 NOTE; COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING
HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YAROS)
GENERAL NOTES'
CURB WHEN REWIRED (CG-2 OR 03-3 IN LINEAR FEET?
DETECTABLE WARMNG SURFACE (AREA IN SOUABE YARDS)
1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPMATE PAY ITEM AND SHOULD
2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LET FOR BE SUMMARIZED FOR EACH CURB CUT RIP.
DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12.1 MAX
THE REQUIREMENTS OF THE SPECIAL PROVISON FOR CC-12 DETECTABLE aea MAX
WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND
SPECIAL DESIGN SECTION FOR APPROVAL. ly.�
3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP `•
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BANS.
4. IF RAMP FLOOR S PRECAST HOLES MIST BE PROVIDED FOR DOWEL BARS SO 8
THAT ADJOINING FLARED SIDES CAN BE CAST N PLACE AFTER PLACEMENT OF pA MAX
PRECAST RAP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
S. REQUIRED BARS ARE TO BE 40.5 X B" PLACED tCENTER TO CENTER ALONG TYPE A
BOTH SIDESCOF THE."RAMP FLOOR,MID-DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR
6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RIPS
ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5'WIN
7. CURB RAMP5 PALE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 1ZM �C
BY TIE ENGINEER. TWY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12q MAX i
AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY
CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED,
OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROMWAKS
AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. MD SHOULD NOT TYPE B
BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES,FRE
HYMMITS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL
UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL • Y
ACCESSIBLE
BYLEMENTSROF FACILITY THAT CAN BE APPROACHED. ENTERED
a. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT /,, i 1UAX
THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 121 MAX ; s
THAT THE
TO THE CUCONNECTION OF THE CURB OPENING IS S `� *,M *y��
9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICMNOTyB\]�
ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK
TRAFFIC REFER TO STANDARD CO-13. COMMERCIAL ENTRANCE (HEAVY 4' WN
l
TRUCK TRAFC) FOR CONCRETE DEPTH. AT Y , 2" HIGHER THAN!\ EOCE OF PAVEMENT
10. WHEN CURB RAMPS IRE USED IN CONJURCTIDN WITH A SHARED USE PATH, AT XX . SAME AS TOP OF CURB
THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH.
11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS DMDONAI, TYPE C
A 4'. 4'LADING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAR PARALLEL & PERPENDICULAR
INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4'
LANDING MEA MAY INCLUDE THE GUTTER PM.
12, ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME b
WRB AT ENTRANCES OR STREET CONNECTBNS THE DETECTABLE .8--2.4" C-C c
WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 0 0 0 2
-MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH y
THE BACK OF CURB. - W O O O O 0 0 0 0 0 0 0
y o 0 0 0 0 o 0 0 0 o v o�(
LARDING RAMP + U� 0 0 0 0 0 0 0 0 0 0 0 0 v 0 0 I o
It
o 0 0 0 0 0 0 0 0 0 0 o v o 0
r o 0 0 0 0 0 0 0 0 0 0 o v o 0
m o 0 0 0 0 0 0 0 0 0 0 o v o 0
x- % OF BASE DIAMETER 0000000 00 000 000
DETECTABLE WARNING
AT BALK OF CURB 0.9"44^ o I VARIABLE FIULL WIDTH OF RAFLOOP I
SEE NOTE 12. BASE DIAMETER
F PAY LIMITMP S
DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING
INSTALLED ON A RADIUS DETAIL DETAIL
��D= CG-12 DETECTABLE WARNING SURFACE SPECIFICATION
SOLID MD BRIDGE STANDARDS
RE
SHEET 1OF 5 REVISION DATE (GENERAL NOTES) 1os
07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502
zoJ.as
;COTT/R. CbLLINSZ
Lic. No. 035791
08 10 20
4'
ZO
O
a
J
Q
k
0
U
W
DO
J
'll♦
z
O
a
F-
(n
z
W
DID
~
Ce
r N
I C)
N
\N
�n W
H
O
1 J
E
on
I G7
z LU
W
I..L
U)
LU
J �~
CD
I..L
J<
0 CD
N
U
^J^
O
1_�
1\
1 L L
V/
C6
z Cf)
Q i
^J Q
LL W
LU 0
06
1� v)
W
J O
Z
F1
I --I
1�
1�
z
O
I UJ
CL (n
JOB NO.
112066
SCALE
AS NOTED
SHEET NO.
5
TH 0Fll
1��
o
C,
SCOTT R. LINS�Z
0
U Lic. No. 035791 n
0 08/10/20 �4
tONAL
Z
LtL
Z
Original Proffers: 11/21/13
80% of the area median f aril income the "Affordable Unit uali i Income" , such thathousing costs
y ( Q � � ) �
The cash contribution for each dwellingunit shall be based upon the a of the dwelling unit and in the
P type 8
f) the Owner shall install plains as shown on Page 9 of the Plan within the proposed 20' private drainage end
w
�
g
Amendment: 4/242017
consisting of principal, interest, real estate taxes and homeowners insurance (PITI) do not exceed 30% of
amount set forth for each type of dwelling unit as follows:
landscape easement shown on page 5 of the Plan at the rem of lots 28-30 prior to the issuance of the
6) ADDITIONAL TREE REMOVAL
O0
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 an lots 28-30.
PROFFER STATEMENT
Affordable Units be more than sixty-five percent (65%) of the applicable Virginia Housing Development
i) Thirteen Thousand Nine Hundred Thirteen Dollars and 18/100 ($13,913.18) for each attached town
The owner s1mII identify the location of the trees located at the rear of hex map parcels identified es 090F0-00 OD-
p
Authority (VHDA) sales price/loan limits for VHDA's first-time homebuyer programs provided that the
home/condominimn 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, w
00OA2, 090FO-00-OF-04200, 090FO-00-OF-04300, and 090F0.00-OF-04400. Iftmes n e located within 5' or less
0
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 properly line the owner will remove the Ives on those adjoining existing properties. Tree removal will be
r /
>
price will increase or decrease per yea 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 coed.
subject to the existing property owner's written approval permitting the Owner, the owner's subcontractors,
Z
�
0
Z
Tax Map and Parcel Number. 09000-00-00-03100 (D.B. 3786 P.G. 060)
All financial programs or instruments described herein must be acceptable to the primary mortgage lender.
The value of Seller -paid closing costs shall be excluded from the selling of such Affordable Dwellingand/or
dwelling unit.
employees, of Avon Park II property to come onto the property end remove the trees.
O
Q
price
4) EROSION AND SEDIMENT CONTROL
�
Owner of Record: BELLEVUE REAL ESTATE, LLC
Units.
ifi) Zero Dollars ($0.00) for each Affordable Dwelling Unit.
7) ALLOWED USES
Z
The (Tuner shall provide additional erosion and sediment control measures beyond the standard regulatory
U
m
Z
Date of Proffer Signature: 4/242017
1) 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 ruse of the Property shall be limited to those uses allowed by right under section 19.3.1; and the use allowed by
a1
w
5
O
Albemarle County Office of Housing (the "Housing Office") or its designee. The Owner shall provide
required herein shall be adjusted annually mail paid, to reflect an increase s decrease for the preceding Y P B
of approval of this Proffer Statement. These additional measures shall consist of the following:
apt ing, of the Ale Court Code, Zonis
special use it under section 19.3.2 of chapter er 18, Zoning, ty g
p perm
0
O
Proffer Statement for 5.262 acres to be rezoned from Planned Residential District (PRD) W Planned Residential
County
the Court or its designee a period of one hundred foam 120 days to identify and pre -qualify an
P twenty ( ) y p q fY
calends ear in the Marshall and Swift Building Costs Index the "MSI" . In no event shall an cash
y r� ( ) Y
s copies
Supplement 891 dated 6-3.15 and in effect an the date of approval of this Proffer, copies of which are attached
effect
Z
District (PRD)
the
eligible purchaser for the Affordable Units. The 120-day period shall commence upon written notice
e
contribution amount be adjusted W a stun less than the amount initially established by these proffers. The
a) Silt Fencing (VESCH Standard 3.05):
hereto and incorporated herein w Attachment A.
a�
a1
O
F
�
Q
from the Owner that the units will be available for sale. This notice shall riot be given more than 90
annual adjustment shall be made by multiplying the proffered cash contribution amount for the preceding
U)
z
f
Bellevue Real Estate LLC, a M land Limited Lie60- Coin
ary Liability Company, is the owner (the "Owns") 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)
mB B
8) RECREATIONAL AMENITIES
>
>
"
K
w
Parcel Number 09000-00-00-03100 (the "Property") which is zoned as Planned Residential Development
not provide a qualified purchaser during this one hundred twenty (120) day period, the Owner shall
year, and the denominator of which shall be the Index as of December I in the year preceding the calendar
acre per 100 feet of silt fence length to two -tenths (.20) per 100 feet of silt fence. Contributing drainage
W
L
m
(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 ptrchaser(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 100 feet of silt fence; and
q
The Owner shall provide and install the following recreational amenities in the existing "park" on Tax Map and
�
Q
the application plan the "Plan" entitled, "Avon Park D Zonis Ma Amendment Plan,
app p ( ) g p ar4 created by Roudabush,
provided, however, that any Units(s) sold or leased without such restriction shall nevertheless be
incremental payments shall be correspondingly adjusted each year.
Parcel Numbs 090F0-DO-00-000A1 (owned by the Avon Perk Community Association). These amenities ere at
�
February y pro (
Gale, and Associates Feb 10, 2015, last revised May 24, 2016 . This curets proffer statement the "Proffer
counted toward the number of Affordable Units required to be provided pursuant to the terms of this
ii) Maximum wntributing drainage area to non -wire reinforced silt fence from minor swales or ditch lines
the request of the Avon Park Community Association Bound and will be installed upon issuance of the 24th
w
Statement") supersedes the proffer statement dated November 21, 2013 pertaining to 2MA-2012-00004 and the
proffer. If these Units we sold, this proffs shall apply only to the first sale of each unit. Nothing herein
c) The applicant will receive a cash proffer sail[ from Albemarle county for the number of dwelling units
shall be reduced from 1 acre and no greats than 1 cis to 0.8 acre and no greater than .08 cfs. Maximum
Certificate of Occupancy -
application lan entitled, Avon Park U Zonis M Amendment Application Plan y Engineering,
B Map PP prepared b Pohl En "n
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 wea to wire reinforced silt fiance from minor swales or ditch lines shall be I acre
8 an88
�
LP
LLC, dated August 20, 2012, last revised ] 025/I3.
of the notification periods described herein in an effort to identify qualifying purchases for Affordable
03100), which would yield five (5) single family detached homes.
and no greeter than ] cis; and
a) A 40' x 50' fenced dog park area with two small benches.
Units.
g ( pter 18 of the Albemarle County Code)CC
Pursuant to Section 33 of the Albemarle CountyZoning Ordinance (Chapter
3) LANDSCAPE EASEMENTS
iii) The height of any silt fence shall be a minimum of 24 inches above the original ground surface and
b) Two (2) additional play slruchttes for older children in the existing tat lot area.
C
C
the Owner hereby voluntarily proffers the conditions listed below which shell be applied to the Property. obese
b) County Oration for Cash in Lieu of Affordable Units. If at any time prior to the County's approval of any
shall not exceed 34 inches above ground elevation; and
conditions are proffered ass art of the PRD zoning applicable to the Property and the Owner acknowledges that
P P g
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 lax Map and Parcel
9) OVERLOT GRADING
signing
the conditions are reasonable. Fec13 signatory below signing on behalf of the Owns covenants and warrants that it
Affordable Dwelling Units, the Housing Office informs the then -current owner/builder in writing that it
Number 090F0.110.00411I(AI (owned by the Avon Perk Community Association) as ahnwn on the Plan.
iv) Post spacing for nun-wlm•reinfnrced silt fence shall M rehired from a maximum 6 feet apse to a
,
is an authorized signatory of the Owner for this Proffer Statement
Bun ry
may not have a qualified purchase for one or more of the for -sale Affordable Dwelling Units at the tittle
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 shall be reduced from a maximum
line honer shall submit an overlot grading plan (hereinafter the "Grading meeting the requirements ofthis
that the then -curer[ o3vns/buildea expects the units to be completed, and that the County will instead
the fiat fall planting season after the adjacent remising wall is installed but prior to the issuance of the
10 feet apart to a maximum 8 feet apart.
a Pla powd
proffs condition withthe application foreech subdivision oftheProperty. The Planshatl showexistingandproposed
i AFFORIIABLE 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
the Count Engineer prior to a roust an erosion
topographic B approved y y g P approval
a Plan
Four Thousand Three Hundred Seventy Five Dollars ($24,375.00) in lieu of each Affsdable Unit(s), then
be no obligation on the Owner to instill landscaping on the adjoining property if permission from the
b) Temporary Diversion Dike (VESCH Standard 3.09):
said subdivision. . shall
end sediment control plan rotated to said subdivision The land area within the subdivision shall be graded as
a men control plan
The Owner will provide a of six (th affordable housing units within the Project the form of for
the then -current Trent owner/build" shall pay such cash contribution to the County prim to obtaining acertificate
impacted property owner is not obtained.
shown onthe approved Plan. permit shall issued for any dwelling lan a lot the County Engineer
lease or for sale affordable dwellin
dwelling units (the "Affordable Dwelling Units" ts "Affordable Units"). Each
bl
oC occupancy for the Units) that were originally planned to be Affordable Dwelling UMta, and the [hen-
i) The maximum allowable drainage ereu W a temporary diversion dike shell be reduced from five (5)
The Gyre
has determined the lotgrading is not in general conformance with the approved Plan. TheGrading Plan shall satisfy
is notlin g a
site
subdivision tat and site Ian for land within the
p p Property shall designate the lots or Unite, as applicable, that
current owner/builder shall have the right to sell the Units) without any restriction un sales price orincome
b) The Owns shall install plants within the proposed 10' landscape easement shown on page 5 of the Plan at
saes W duce (3) acres.
the following:
will, subject to the [emus and conditions of this proffer condition, incorporate Affordable Units as described
of the ourchaser(s). For the purposes of this proffer condition, such Affordable Dwelling Units shell be
due 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 designateddeemed
for Affordable Units within each subdivision
to have been provided when the subsequent ownalbuilder provides written notice to the Albemarle
County Office of housing or its designee that the Affordable Units(s) will be available for sale.
locate .
d on lots 8-10ESCH
c) Temporary Sediment Trap (V 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 10' landscape easement shown on e 5 of the Plan at
P P%B
i Maximum total contributing drainage area shall be reduced from three 3 acres to two 2 acres; and
) B a€ O O
[mils, and other features the County Engineer determines are needed to verify that the Plan satisfies the
o
0
a) There shall be a maximum of 32 dwell' emits on 30 lets in the Bevel rag
dwelling operant The Affordable Dwell-
2 CASH PROFFER
)
the met of lots 13-15 prior to the issuance of the certificate of occupancy for the 3rd completed dwelling
requirements of this proffer condition.
W
F
N
N
0
Unite shall be comprised of one or more of the following unit types:
unit located on lots 13-1S.
ill The storage vultune requirement shall be increased by a fa:Wr of 1.2.
b) The Grading Plan shall be drawn to a scale not smaller than one (1) inch equals fitly (50) feet.
Q
0
o
,--1
a) The Owner shall contribute cash to the County in the following mnounts for each dwelling chit
ID
00
1. Single family ownhomes 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 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-fi=ildwellings as defined in
y
only for capital improvements in the form of public facilities (i.e., schools, public safety, libraries, parks or
the rear of lots 16-22 print to the issuanw of the certificate of cocupancy for the 7th completed dwelling
surface drainage over lots shall be clear) shown with theproposed All ro proposed din shall be
mm8 Y P grading
the Virginia Uniform Statewide Building Coda
transportation) located within the Scottsville magisterial district of the Co and no funds shall be used
P ) age County
unit located on lots 16-22.
i) A temporary sediment basin shall be provided whew the total contributing drainage sea exceeds two
designed to assure that surface drainage can provide adequate relief from [he flooding of dwellings in the
ffrom the
for capital improvements to any public facility existing as of the date of this Proffer Statement, such as a
The Owner install
(2) acres; and
event a storm sewer fails.
The Owner or his successor in bans[ reserves the right to achieve six (6) or more Affordable Dwelling
renovation or technology upgrade, that does not expand the capacity of such facility. The cash contribution
e) shall plants within the proposed 10' landscape easement shown on page 5 of the Plan at
Units utilizing the above mentioned unit types alone or in combination as outlined below. The Owner shall
shall not be used for any operating expense of my existing or new facility such as ordinary maintenance or
the rem oflots 23-26 prior to the issuance of the certificate of occupancy for the 3rd completed dwelling
ii) The permanent pool and 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
cone the responsibility of constructing the affordable units to an subsequent
Y P ty g y gu prucheser of the Property.
repair. The cash contribution for each individual dwelling unit shall be paidto the County after completion
unit located on lots 23-26.
(3) het of horizontal distance for each one (1) foot of vertical rise or fall (3:1). Steeps 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
co
M
�
®
N
z
� M
•
ATTACHMENT A
ATTACHMENT A
ATTACHMENT A
ATTACHMENT A
I
'0
steeper slopes shall not exceed a gradient of two (2) feet of horizontal distance for each one (1) fwt of
vertical rise Or fell (2:1) unless the County Engineer finale that She grading rewIDmendetiOnB for steeper
193 PERMITTED USES
1. Day care, child care or nursery facility (reference 5.1.06).
19.6.2 RECREATIONAL AREA REQUIREMENTS
N
V /
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)
W M
>
ZONING
e) Surface drainage may flow across up to three (3) lots before being collected in a stoat sews or directed to
The following uses shall be permitted by right in the PRD district, subject to the applicable requirements of
3. Rest home, nursing home, convalescent home, orphanage or similar institution (reference 5.1.13).
19.6.3 In the case of my proposed PRD having a total gross area of not less than three hundred (300) acres and a
N
l`I
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
Q
PLANNED RESIDENTIAL DEVELOPMENT-PRD
1. Detached 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 an hereinabove required provided that not
PRD be devoted
ssssrrr���r
f) No surface drainage across a residential lot shall have more then one-half (12) aae of land draining to it
single-family
nW Y g
pumping stations and appurtenances; unmanned eel exchange a centers; microwave and radio-
g pp telephone g
thirty-five ( ) parent of the gross mea of such proposed Shall solely to
less than t. five 35
"devoted
1.12).
wave transmission and relay towers, substations and appurtenances (reference S.L12).
wave
agriculture. For purposes of this section only, the term solely to agriculture" shall be deemed to
>
g) All drainage from streets shall be carried across lots in a storm sewer to a point beyond the rear of the
moons:
2. Semi-detached and attached single-family dwellings such as duplexes, triplexes, quadraplexes,
include not more than one dwelling unit, which shall be included in the determination of the gross density
building site
19.1 INTENT, WHERE PERM TED
townhouses, atrium houses and patio houses provided that density is maintained, and provided further
be lot
5. Home occupation, Class B (reference 5.2).
of the PRD.
LU
]T
that buildings are located so that each unit could pro3pded with a meeting all other requirements
' ^
h) The Grading Plan shall demonstrate that for each dwelling unit, an area at least ten (10) feet in width
19.2 APPLICATION
193 PERMITTED USES
for detached single-family dwellings except for side yards at the common wall.
6. Churches. (Added 9-2-81)
19.7 HEIGHT REGULATIONS
abutting the primary dwelling entrance facing the street not be served by a stairway, ban grades ra steeper
193.1 BY RIGHT
3. Multiple -family dwellings.
7. Stand alone Inking and puking sesames (reference 4.12, 5.I AI). (Added I1-7-84; Amended 2-5-
Except as otherwise provided in section 4.10, structures maybe erected to a height not to exceed sixty-five
J
than to percent (10%) should the primary dwelling entrance facing the street be less that ten (10) feet from
1932 BY SPECIAL USE PERMIT
03)
req
65 feet. The minimum st back requirements for m structure exceeding forty 40 fen or theme 3
( ) g rtY ( ) ( )
\
06
the Lnfs property line, thin 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)
n
stories, whichever is less, in height shall be as provided in section 4.19.
he
`^
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)
V
connecting the dwelling to the street.
5. Parks, playgrounds, community mntss and noncommercial recreational
(§ 20.19.7, 12-10-80; 9-9-92; On. 15-18(4), 6-3-15)
UJz
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
1
a
l /1
v /
t) Any requirement of this proffer condition may be waived by submitting a request for special exception with
the Plan. If such a request is made, n shell include a justification for the request containing a with
19A BUILDING SEPARATION
tows structures and including lies, lines,
6. Electric, excluding g poles,
gas, oil and communication facilities,
10. Tin III personal wireless service facilities (reference 5.1.40). (Added 10-13-04)
-
professional sea] 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
ies for of local
transformers, pipes, meters and related facilities for distribution of local 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 enter festivals (reference 5.1.42). (Added
the minimum building separation shall be as provided in sectim 4.19.
O
W
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; 1-1-83; Ord. 15-18(4), 6.3-15)
JLL
waived to at least an equivalent degree.
expressly provided, mount water supplies and central sewerage systems in conformance with Chapter
LL
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
/
LU
j) In the event the County adopts overlot grading regulations after the date this Proffer Statement is approved,
PRD districts may hereafter be established by amendment to the in the
including facilities
in
G_
�
O
all requirement of those regulations that is less restrictive than m requirement of this roller condition
y mqy req p
zoning map accordance with
such as schools, offices,
gs g temporary Parks,
7. Public uses and buildings tea or mobile
(§ 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 proffs 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)
U
1`I
LL
accordance with comprehensive plan.
public water and sewer transmission, main or conk treatment pumping stations and
operated by the Rivnne Water and Sewer Authority (reference 312.5; 5.1.12).
19.4 RESIDENTIAL DENSITIES
(§ 20-19.9,12-10-80; Ord. 15-18(4), 6-3-15)
1
I n
SCRIM FENCElike,
The PRD is handed
owned and/or
V
to encourage sensitivity toward the natural characteristics of the site and toward
(Amended 11-1-89)
19.10 MINIMUM OFF-STREET PARKING REGULATIONS
A Scrim Fence shall be installed along the Avon Park I property line at thereat lots 1-9 shown on the Plan on the
lot 090FO-00-00-MA I the tulgs
impact on the surrounding area in land development. More specifically, the PRD is intended to promote
economical and efficient mod use, an improved level of amenities, appropriate and harmonious physical
8. Temporary conswetion uses reference 5.1.18 .
P ranY ( )
The gross and net residential densities permitted in any PRD district shall be shown an the approved
application plan which shall be binding upon its approval. overall gross density so approved
parking and loading space requirements shall be in accordance with saloon 4.12; provided that
w
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 area in which it is
comprehensive
shall be determined b the board of supervisors with reference to the coin
ed by t co but shah, in no
Y
the bond of supervisors may vary or waive such requirements at time of establishment of a PRD district.
the board
/r
provide existing residents an additional visual acre= during construction. The height of the screening material
located.
9. Accessaryuses and structures including home Otto ation, Class A (reference 5.2) and garage
e P
ansi lu ter p
dwelling units Per sae. In the bonus and cluster provisions of this
evert, exceed thirty-five g units
<
shall not exceed 6 feet and will be installed immediately following the grading of lots 1-9.
buildings.
s.
cab in other
ordinance shall be inapplicable to any PRD except as herein otherwise expressly provided.
(§ 20-19.10, 12-10.80)
To these ads, 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
OWNER
uses and preservation of agricultural activity.
V/
1-�
,,
BeR me Real L.L.C.
11. ater management facilities shown on an approved final site pin or subdivision plat.
19S MINIMUM AREA REQUIRED FOR ESTABLISHMENT OF DISTRICT
Sign regulations shall be as prescribed in section 4.I5.
)state,
�
While a PRD approach is recommended for developments of any density, it is recommended but cot
(Added 10.9-02)
(Added
z
.
-.-
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 H personal wireless service facilities (reference 5.1.40). (Added 10-13-04)
19.5.1 Minimum area required for the establishment of a PRD district shall be three (3) acres.
(§ 20-19.11, 12-10-80)
W
�1
-{y.-.-:-----
careful planning with respect to impact. (Amended 8-14-85)
9-11-13)
19.5.2 Additional un may be added to an established PRD district if it adjoins and forms a logical addition to the
LU
/� % ^� O //'N/r'�
h (
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.
�/
LL
Name: Title: N+'
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;
1`I
Tax Map and Parcel Numbef: U9000-00-UO-U31UU
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
~I
where certain planned community (PC) or residential planned neighborhood (RPN) districts have been
v J
established prior to the adoption of this ordinance, such districts shag be considered to have been
established as PRD districts anda 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 spree except as expressly provided. (Amended
The following uses shall permitted special use permit
this and that no separate application shall be required for my such use as
1 I I
-
requirements of chapter provided
shall be included in the original PRD rezoning petition: (Amended 5-5-10)
18-19-1
18-19-2
18-19-3
18-19-4
NNW//
0.
Zoning Sullanenta91,6-3-IS
% ing Suapl,ment p91, 6-3-IS
%lug Snppbmmt p91.6J-IS
Zanm65uppkment d91, 6-3-IS
�
z
0
0`%
O
N
Q
U
U
W_
F
W
0
W
d
U')
JOB NO.
112066
9
SCALE
N/A
SHEEP NO.
6
0
U
2
0
0
E
0
c