HomeMy WebLinkAboutARB201600047 Plan - Submittal (First) 2016-05-16GENERAL NOTES:
OWNER:
BELLEVUE REAL ESTATE, L.L.C.
LOT SPACES
PROVIDED
16 PINEY GLEN CT.
1-7
POTOMAC, MD 20854
14 (2 SPACES PER UNIT)
AGENT: VITO CETTA
DEVELOPER/CONTACT:
DICKERSON HOMES LLC
SFD W/2 OFFSTREET SPACES
925 E. JEFFERSON ST, SUITE B CLAY GREEN CONSULTING
16
CHARLOTTESVILLE, VA 22902 1830 RIVER INN LANE
16-22
CONTACT: BEAU DICKERSON CHARLOTTESVILLE, VA 22901
14 (2 SPACES PER UNIT)
CONTACT: CLAY GREEN
PLAN PREPARER:
ROUDABUSH, GALE & ASSOCIATES
3 BR TOWNHOUSE
914 MONTICELLO ROAD
0
CHARLOTTESVILLE, VA 22902
TAX MAP PARCEL NO:
09000-00-00-03100 (D.B. 3786 P.G. 060)
PROPERTY ADDRESS:
1960 AVON STREET EXT.
11
CHARLOTTESVILLE, VA 22902
ZONING:
PRD PLANNED RESIDENTIAL DEVELOPMENT PER ZMA 20120004
°C W
0o
WITH ENTRANCE CORRIDOR OVERLAY (EC)
EXISTING USE:
RESIDENTIAL
PROPERTY SIZE:
5.262 ACRES
MAGISTERIAL DISTRICT:
SCOTTSVILLE DISTRICT
SETBACKS:
VARY - REFER TO LAYOUT PLAN
MAX. BUILDING HEIGHT:
35 FEET
TOTAL NUMBER OF UNITS:
32
PROPOSED DENSITY:
6.0 DU/AC
PROPOSED USE:
RESIDENTIAL
DRAINAGE DISTRICT:
RIVANNA RIVER
WATERSHED:
THIS SITE IS NOT LOCATED WITHIN THE WATERSHED OF A PUBLIC
WATER SUPPLY RESERVOIR.
SURVEY:
BOUNDARY, TOPOGRAPHIC AND GROUND SURVEY BY LINCOLN
SURVEYING DATED MAY 28, 2010. NAVD '88 VERTICAL DATUM
W C3
2
(BENCHMARK IS SURVEY CONTROL POINT T-5000, NAIL AND FLASHER
f/1
ELEVATION 586.27)
FLOODPLAIN:
THIS PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X AS SHOWN
TOTAL TRIPS GENERATED
ON THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO:
257
51003CO407D, DATED FEBRUARY 4, 2005.
CRITICAL SLOPES:
THERE ARE MANAGED STEEP SLOPES LOCATED ON ALBEMARLE GIS
26
FOR THIS PARCEL; ASBUILT FIELD CONDITIONS INDICATE THAT
267
THERE ARE NO SLOPES GREATER THAN 25%. SEE EXISTING
234
CONDITIONS SHEET.
OTHER:
THERE ARE NO WETLANDS OR HISTORIC FEATURES EXISTING
W
O
ON THE SUBJECT PROPERTY.
MAXIMUM IMPERVIOUS COVER:
THE OVERALL SITE IMPERVIOUS COVER PROPOSED SHALL BE UNDER
0
37% OF IMPERVIOUS COVER.
STORMWATER MANAGEMENT:
UNDERGROUND INFILTRATION WITH AN EXTENDED DETENTION
-
POND WILL BE PROVIDED TO OFFSET THE POST -DEVELOPED
STORMWATER IMPACTS FROM THIS SITE. DETENTION SHALL
BE PROVIDED TO ELIMINATE THE NEED FOR ANY OFFSITE DRAINAGE
IMPROVEMENTS.
PARKING SCHEDULE:
r4A-f, (0)], L1, I - I - I k1J 10 - &TvA FA Awl M M 19- -, A--- I 10)] LTA It'l i -i I UN M p jw�) I - - W -E 1� a
LOT
UNIT TYPE
SPACES REQUIRED
LOT SPACES
PROVIDED
ONSTREET
PARKING
1-7
SFD W/ 2 OFFSTREET SPACES
14 (2 SPACES PER UNIT)
14
PER UNIT
8-15
SFD W/2 OFFSTREET SPACES
16 (2 SPACES PER UNIT)
16
'No Parking'
16-22
SFD W/ 2 OFFSTREET SPACES
14 (2 SPACES PER UNIT)
14
210
23-26
3 BR TOWNHOUSE
9 2 SPACES PER UNIT & 1
SPACE PER 4 UNITS)
0
11
27-30
3 BR TOWNHOUSE
9 2 SPACES PER UNIT & 1
SPACE PER 4 UNITS)
0
11
HATHAWAY
U
C
EXIST. ONE-SIDED PARKING
°C W
0o
5 @
>o
SHARED PARKING
g
Q. Z
i z
10
SUBTOTALS
r`
0�
62 SPACES REQUIRED
44
32
TOTAL PARKING
PROVIDED
47
7
76 TOTAL
SPACES
TRIP GENERATION
CODE
LAND USE
AVGWEEKDAY
.
TRIPS
ADJ. STREET
PEAKS
(AM)
ADJ. STREET
PEAKS
(PM)
SATURDAY
SUNDAY
65,428 S.F.
INSPECTIONS
PER UNIT
PROJECT
PER UNIT
PROJECT
PER UNIT
PROJECT
PER UNIT
PROJECT
PER UNIT
PROJECT
210
22 SFD UNITS
9.57
210
0.75
17
1.01
22
10.1
222
8.87
195
U
C
o
2
°C W
0o
5 @
>o
TT^^
v1
g
Q. Z
i z
Q
r`
0�
;J
w�
230
8 TH/APT UNITS
5.86
47
.44
4
.52
4
5.67
45
4.84
39
W C3
2
O U.
f/1
L
W
TOTAL TRIPS GENERATED
W
257
20
26
m
267
O
234
1.3
=.
�;
r'
' is fARRI t
742 r x'
875
j C?7S r�TN0
SCUi X sL €GE3F��'P �`��a;r•
. P
LAKE REYIdC> to
ow
Co
r� :'`rk �kla�
t�
site
X44,
2000 ft
VICINITY MAP
SCALE: 1"=2000 FEET
APPROVALS DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING / ZONING
OPEN SPACE (REQUIRED
57,303 S.F.
ENGINEERING
OPEN SPACE PROVIDED
65,428 S.F.
INSPECTIONS
0.43
AC.
ARCHITECTUAL REVIEW BOARD
PRIVATE RIGHT OF WAY
0.40
FIRE RESCUE
(7.6%)
OPEN SPACE
ALBEMARLE COUNTY SERVICE AUTHORITY
AC.
(29%)
VA. DEPARTMENT OF TRANSPORTATION
to
NQ
OPEN SPACE CALCULATIONS:
TOTAL SITE AREA
229,211
S.F.
OPEN SPACE (REQUIRED
57,303 S.F.
(25%)
OPEN SPACE PROVIDED
65,428 S.F.
(28.5%)
AREA CALCULATIONS:
TOTAL SITE AREA
5.26
AC.
(100%)
LOTS
2.91
AC.
(55.3%)
PUBLIC RIGHT OF WAY
0.43
AC.
(8.1%)
PRIVATE RIGHT OF WAY
0.40
AC.
(7.6%)
OPEN SPACE
1.50
AC.
(29%)
LTH OF
Christo er C. M gan
Lic. No.
16 031672 sv�
G
��SS'I ONAL
SHEET INDEX
S H E E-7 2 ---------- OVERALL LAYOUT & DRAINAGE PLAN
CONDITIONS
CONDITIONS
LAYOUT
GRADING
CONCEPTUAL- AND GRADING
SHEET • -
LAN
LANDSCAPING
GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING
CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA
DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY
REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE
REQUIREMENT OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS
AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
3. 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 COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A
DRAINAGE CHANNEL.
7. TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE
PIPE -CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS
FOR CONSTRUCTION INDUSTRY (29 CFR PART 1926).
GENERAL CONSTRUCTION NOTES FOR STREETS
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE
BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY
DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE
CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES
OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY IF A SUBGRADE SOIL CBR OF 10
OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE
DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL.
3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC
RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE
OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL
WATERCOURSE.
4. GUARDRAIL 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 SECTIONS 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.
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 TO BE 5 MPH BELOW THE
DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS.
12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE
MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE
ROAD PROFILES.
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE
DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE
CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A
VDOT OR COUNTY INSPECTOR PRESENT.
-7 M,�- -7614 -Gk(-
91:
.n
REVISIONS REVISIONS
July 03, 2015
ZMA Comments
Jan. 12, 2016
March 07, 2016
ZMA Comments
DATE
Feb. 10, 2015
V
�
O
g
U
Z
t0
o=
.
2
to
NQ
?O
F-�
Q0
X
U
C
o
2
°C W
0o
5 @
>o
TT^^
v1
g
Q. Z
i z
Q
r`
0�
;J
w�
Z
UQ
W
W
U
QZ
QLO
0.
Q
0
ZO
0
�C6
. CMM
04
W C3
2
O U.
f/1
L
W
W
�,Orn
Z
CLW
m
O
Z
W
O
0
W
0
-
REVISIONS REVISIONS
July 03, 2015
ZMA Comments
Jan. 12, 2016
March 07, 2016
ZMA Comments
DATE
Feb. 10, 2015
FILE NUMBER
8188
.t
SHEET
1 OF 10
Z
g
0.
I-
Z
-
W
W
g
a
QZ
(L
W
to
Z
Q
W
U
0
>
0.
Q
>
O
V
Z
Z
O
N
FILE NUMBER
8188
.t
SHEET
1 OF 10
I N
� F--nF44 -_--
B
WL
PS T =RUI C T U R E
FARIS, IAN
EX. SAN, TMP 90F
ZONING: —6
IGNACID OR
TMP 9OF-8
OR LINbA
ZONING: R-6
EX USE -
ZONING: R—
RESIDENTk
RESIDENTIAL
FX
Is
EASEM
X. USE: OPEN SPACE
SPAULS, ROBERT OR VIVIENNE
TV
S58 -48'09"E 1
'07 E 5.791 EX. USE: RESIDENTIAL",
S4*48
00,
EX. WOODS
IN AND DISH
RECREATION EXI A,
CC i PEAT
EX, USE: RESIDENTIAL UNIP
C) W/ BASEMENT
FRAME
RESIDENCE
K'SAN A6 RM
RpjEL DIVE -
.L -t 1.01 101
ANION PARK St ]eDINISICN
co
if 0
TMP 90E--OF42
ZONING: R-6 I
SE- RESIDENTIAL
CON JUSTIN D11 & KATHRYNIK
TMP
Z IN
c^ oOL: n��uo".\"� '
"�"~ /"-.
__-`L` ' `
\
., LEE V0J OR BR|ANNE L SE''^'TIMID—�
\ ,
\ \
\Ex' FENCE N5918'07'W 107299 // ^^. '\
'
� \\
\\ \ / = �
- ~
~.
--��............ '~~'
__. ___ ~__
| \
` \
\
�tnACCESS ESMT.GARY D. BROOKS, SR. AND
MYRTLET. '
"—'
!TMP 90-30A
ZONING:
[X!US2 �' "��"�AL
GARY D. BROOKS, �� AND '/ ��`
BRENDA L BROOKS
-- /
TMP 90-30 /' / / / / | /EXSHED
ZONING: R-1
/ E� USE: RESIDENTIAL � / ,
/ '
/ ��
,
` �,,^
1, Ell Op
RESIDENCE
Christopher C. Mulligan
Li1c. No
0316
SCALE 1"=30'
J0 (J J0 6{)
SCALE IN FEET
K
CONTOUR INTERVAL
2 FOOT
FILE NUMBER
8188
le
a.
Y.
0
(L
a
FILE NUMBER
8188
41
GARAGit
I RESIDENCE
- - ----- ------ -
... ..........
/ ' \' ///( It S t jff
/ r // ,// 1 \ if ff
MITH, JEANETTE D.
SPAULS, ROBERT OR VIVIENNE TMP 90-25
SADLER
ZONING: R
TMP 90.,1-32A
/EX. USE: RESID
ZONI ` R-1
U��%ESIDWIAL
\/'959'21'51
E,--' 370.94'
BENCH MARK IS SURVE
X
El, TFREELI� CONTROL POINT T-5000, NAIL
AND FLASHER. ELEVATION 586.27
6 VERGR�EN
F
GREEN '!GN
,j
1.4j
10"' SPR
LEWIS,, NORMA M. TRUSTEE
TMP 90-24
A ZONING: R-1
EX, EX.; USE: RESIDENTIAL
Hip
GARAGE
> 0 A < 1 ST
RAP
-Ex. ir,"X20,
A 1:11i A'� E
Ct) [RE
_QVT 7
EX.
GARACE
A
�A (P
STG
'bC 0 'NIE WA'
C0
JJ I) - ;A
T'- 0
G�T P tE E
\-"O, SEE 0
F L�- W1 E R ;A
W 11�1 TF 5" TRE� �A
-,,l - S ` 1
I 1VL
0 TREE
\1\5"
6
8 i�k:- E \-,',2" TREE
EE
I / T R
5" , � ,\; \ F ' `\ moo. �`, �-- --� , I .
TREE\
. . ........... L
, } \ }, \ \) ' , }
TIL.
H �;I. Y 3" BRAD X.
I L
4" TRElf,"
X. '11
EX. I—STORY
TREE
W/ BA,S-E-MENT
FRAK17
ill -rF"i;E-k 16"! TREE 4 E E
✓+
E
RESIDENCE
E -
SMALL" PINE 3, BRAD P�
EX. TIE..
LID.
N59*18'07"Wf "I
iPACE, GEORGE H. AND/
X j!P
------- 072.9
J NOBEL DORIS H.
Ex.
EX. GOAVEL QLR�L!fr- _"IGHTS T- E Pr:
. ...... TMP 90-23
C� Ex - ----_-- ZONING: R-1
----------
REE
EX. USE: NTIA
C)
VARjAB'I..,E WIDTH
/JOHN A AND RUBY T. BROOKS A -ASEME
ENT f
TMP 90=30B
ZONING: R-1
EX. USE: RESIDENTIAL
JOHN A. AND R 3Y T.
/BROOKS
1 TMP 90-:30B tt
EX. X.
ZONING: IR -1 "ARDOR11
C PPO
EX. USE: REST I'ITIAL
E X. S HE D
RFc:
1) E N C
F.X.
TH op
RESIOENCE i
'Christopher C. Mulligan
Lic. No.
031672
0�1
GARAGE
RIA G E
W
P ACE
DORS I
TM P
ZONING:
EX . t
ANAL
SCALE 1 30'
J0 Jo
I\
0 s 60
FEE
SCALE IN
*1
Oq,o
REVISIONS
June 03, 2015
ZMA Comments
Jan. 12, 2016
March 07, 2016
ZMA Comments
DATE
eb.10(3
,2015
EF_
SCALE
111=30'HORZ
CONTOUR INTERVAL
2 FOOT
Z
CD
Z Z
0
Z
LU
(0
C04 C f)
C)) 5
C-4
Z < o
g
ON
t'. °�
C14
a
r.L
1'*'
�
go
0 I=
<
rc LU
5 @)
CD
0()
LLLL
Q.
z
0
C>
o
C15:2C
w 2
0
rC
4:z
I
04
¢C4
Cb
c)
CM
4
co (D
LU Z
0 U -
—'-
] Lon
U�
w
LU
rc rc
z rL
Oro,-)
OL LU
2 4
CD
w
z
0
3:
0
P4
I.L.
REVISIONS
June 03, 2015
ZMA Comments
Jan. 12, 2016
March 07, 2016
ZMA Comments
DATE
eb.10(3
,2015
EF_
SCALE
111=30'HORZ
CONTOUR INTERVAL
2 FOOT
FILE NUMBER
8188
SHEET
40F10
Z
CD
Z Z
W 0 :5
z
Z
rL LU z
0 0
Z < o
0(L
>Q z
P
<
CD
Z
Z
0
FILE NUMBER
8188
SHEET
40F10
I G
O PROSSER, MARY FRANCES
TMP 9OF--OF42
ZONING: R-6
EX. USE: RESIDENTIAL
O CONGER, JUSTIN D & KATHRYN K
TMP 90F--OF43
ZONING: R-6
EX. USE: RESIDENTIAL
O LEE, BRIAN J OR BRIANNE L
TMP 90F--OF44
ZONING: R-6
EX. USE: RESIDENTIAL
N 29'06'41 "E
9.00'
4,
COMMONWEALTH OF VIRGINIA LINE
Q
DEPT. OF CONSERVATION AND
RECREATION
TMP 90-6D
SEE S
ZONING: RA
EX USE: RESIDENTIAL
W
U
z
w
w
I
I
I
AVON PARK SUBDIVSION I
---EX. SAN.
I
SEW.
ESMT.
Y
J /
Rive
ARDS
FARIS, IAN
TMP 90F-7 \
ZONING: R-6
EX. USE:
RESIDENTIAL
\
I
Building Setback /Separation Table
Lot
Number
DE CARDENAS, \
I I I II a } J I TO EX. CURB IGNACIO OR
M 0 CONNOR, DENNIS
�, TARA L
i J II
CLI TMP 90F-8
z II ,,. ( OR LINDA V
I Li.i I v ZONING: R-6 \
I TIE INTO EX. CUR L TMP 90F
cn II = uo ZONING: R-- EX. USE:6 I RESIDENTIAL
I`' Q WI. RESIDENTIAL
ALBEMARLE COUNTY I _
SERVICE AUTHORITY a
TMP 90F -A2 � E
ZONING: R-6 OO I —EX. 20' GRADING / AVON PARK COMMUNITY ASSOC., INC.
EX. USE: WATER TOWER O o
3 N
EASEMENT TMP 90F -Al
5' LANDSCAPE 2 -EX. 10' LANDSCAPE ESMT. ZONING: R-6
EX. ' LANDSCAPE E MT. EX. USE: OPEN SPACE
EASEMENT TV % TELE. _ _ STACKED RETAININ WALLS " 1 SPAULS, ROBERT OR VIVIENNE
SCR CE PED // PED. - - _ S30'38 09 W 3.10 15' PRIVATE DRAINAGE
15 PRIVATE SANITARY SADLER
t 20 PRIVATE DRAINAGE EASEMENT
SEWER EASEMElIfi TMP 90-32A
..S58'48'09"E 114.92' :' : : - & LANDSCAPE ESMT. '
- --,-,-"- - - - - - - - - - - - - - - - - - - - - - - _ ZONING: R-1 20 PRIVATE DRAINAGE
C EEN D RING SCRI-11 t -FEN -CE EX. USE: RESIDENTIAL & LANDSCAPE ESMT.
-- S59'21'51 E 370.94' ."
------ C NSTRUCTION�_ ---- --- -------------
---- I MT
------------- :.32':. ;=Fe: (SCREE DURING o wA Es .
_ 10' LANDSCAPE ,NN
61.7' 56.2' EASEMENT PAIRKIN I :::� - - - — _ _ — _ _ _ _ _ CONST UCTION) STACKED RETAINING WALL
IGN G: 3.5 30 30 30 30' 30' - - - - - - - \
44 :: 24.3'
.'w' 10 PR VATE DRAIN ES T. �` 3 6.7 ( 5' PRIVATE DRAIN ESMT.
'ti : i ^i•' & LAN SCAPE EASEM NT
LOT 9 0 l I �W :: :.N:.:: • v3vi ' I _ OPEN SPACE
1':
"' I I �I I" �I I�' dol I'
�) m.... d I I- I I -�
LOT 8 0 1 .1 : . • .:: Z °° �' I 1 F20 207 �20 —24 �` \
a} Q I LOT 7� � LOT 6 N LOT 4 LOT 3 1 N I I ..
LOT 10 :.::
\ 2 CAR DRIVEWAY: ;:
1 � � I I � I I� LOT 5( LOT 2 �-1 I� LOT 1:,"Al
18'xl8' (TYPICAL) 1 : : � :':': o VAR. VWIDTH IN :12;:00': PRIV. SANITARY ARIBLE WIDTH I 0 0 NIVAR. WIDTH VAR. WIDTH SEWER ESM SIDEWALK & M/�INT ES T. I ( a -I -)/N — — IV Vr : .42. ;
6 ``RAIN ESMT. DRAIN ESMT. 30" 30' 3 ' 30' 30' I r IV N r tl
��j.
II 0 I 0
y
X4.9 ;.. 1.... �,..:.. �.... �1
----- -- - ----R
to 00
_FRIVA DR INSRdT.�' J -I
I -
,
I,
N
L
LOT 11 No :Q: cc=i _ _ z
cp —�'A -- - ---- -- --
�I . I: . I
UU
-
)NC. °sro ALK '` . • ::cc �. r2: � �. �. �. �.
• ' ' 6 PLANT. STRIP
0 0 00
1• : Q
N.
1
20 SA � • :
I 1: 1
1
�o•: .o
. o _
:o
I:
®.
SEW. ES
MT
24•
C�-FG ••
AY
1LL -
RD W
�F� — —
:T
,�. RA
IGHT
�. S.
5
0. -
�S:
5 �S : I:
.S
'N''
C
lC: R 1N :: ' IN RS£CII .:.. . . .: . . . .: _ . . .:.:. :
.. o60:VPD ...7-7-7, ...�...... '• . ... .... _ :•'. ::�: z R: Di�,acEw�
.IVO PARKING.—. ... ' : ' :. .:. ; . . ' . • :Sta,=12+58 TFO�► 'i� 38' P ? IE . O 3B_
7�tP
T
LVA1� :-:T - }g'x•. .T>fPFEA 1'
Q.
=1 +4$
/ 3
N
GA
TYP:
0.
(''
5 1. .
5
F o ..... I
o.
6' P S
7RlP . � . .
I .
N cG_'12
;... — -
NTIN o 0
•,9, - - - - 5 CONCRETE Sl E ALK, ` +• - � GRAVELED
— ) I MAINTENANCE
I, LOT 12 VARIBLE WIDTH :: : /
> `. . ' I ( ACCESS
� .. SIDEWALK & \\ '�� :�'��: :�::::::::, / •'':% .`.+ _ I�
MAII�J�_ F�MT., VAR. WIDTH >... :.. ' �,J, >•..� ; L �.'
/ ,�:.:'>. / 33.3 \ ::113 00 : • :: ; / DRAIN ESM ; ` :. '`" ' ' `' . 20' W/L ESMT.
42'I SHARED ACCESS
' - -..I' : c� PARKING ESMT.
NO 37' 34 VARIBLE WID 34 34.5' II
VARIABLE WIDTH ARKING ,�I RV; : . . . • . • / hV.
RIABLE WIDTH a O
SIGN SIDEWALK & DRAIN ESMT. I 0 0
DRAINAGE ESMT. MAINT. ESMT.w -I -� N ; :::
LOT 13 — ^ 32 . ' e:: -Fc :: LOT 16
43* - LOT 15 ... I, I I LOT 18 j w °'
1E
I / ^?� LOT 14 I Imo,I 18' N LOT N 7 LOT 19 I LOT 20 I I LOT 21 ( I LOT 22 ( I o
Ili h �+ �i I I 20' 20' 24' 25' - J
"� N? �� 18' MIN. I ;:::I:':::.: I I I ( ( ( I ( ( I I I d I I ( - - 20' W/L ESMT.
/ I
DRI VE
/ /(TYPICAL) ' •
75.5- —� L- 48.8 — 426'— :. -1 L I L 340 J L —34' J L 34' L J I- = JJ 5 PR VATE DRAIN MT.
S
---7:7--)c ------- ---------- ----------
in, i ANn�r.APE "'_'16' & VAR. WIDTH DOUBLE -SIDED VERTICAL N59'18'07"W 1072.
EASEMENT GRADING ESMT. FENCING (BOARD ON BOARD)
*HATCHED AREA)AR. WIDTH
SEE NOTE FOR ROAD GRADING
EXTENTION CRITERIA EASEMENT
I
GARY D. ROOKS, JR. ND I
BREND L. BROOK
TM 90-30
ZO NG: R-1
EX. USE: RESIDENTI L I
F- - - - - - - - - --- - - - I - - - - - - - - - - - - - - - --- - - - - - --- L
3 -BOARD FARM FENCE EX. GRAVEL DRIVE
W/ 4"x4" W.W. FENCING
No %0GOS /��--------
HATHAWAY ROAD EXTENSION NOTES:
THIS HATCHED PORTION OF THE ROADWAY AND SIDEWALK
WILL BE CONSTRUCTED AS CLOSE TO THE PROPERTY LINE
AS POSSIBLE WITH NO CLEARING OR GRADING PERMITTED
TO OCCUR ON THE ADJACENT PROPERTY, ALSO KNOWN AS
TMP 90-30.
UPON EXTENTION OF HATHAWAY STREET, THE
DOUBLE—SIDED, VERTICAL BOARD—ON BOARD FENCING
SHALL BE REMOVED FROM THE LIMITS OF THE RIGHT OF
WAY.
_.__.._...-- ...... -......
EXISTING 30'
ACI �.SS ESN/7.
— '.- D.1B. 1191, PG. 396 -
GARY D. BROOKS, SR. AND
MYRTLE T. BROOKS
TMP 90-30A
ZONING: R-1
EX. USE: RESIDENTIAL
SITE PLAN NOTES
1. SIGNS ARE NOT PART OF THE REZONING PROCESS AND WILL REQUIRE A SEPARATE PERMIT.
2. THE PROJECT IS TO AMEND AN EXISTING PLANNED DEVELOPMENT DISTRICT AND THE
AMENDMENT SHALL REDEFINE THE CONDITIONS FOR THE ENTIRE AREA WITHIN THE DISTRICT.
3. THE LANDSCAPE EASEMENT WITHIN AVON I OPEN SPACE SHALL BE PLANTED AT THE FIRST
GROWING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. THE
SCRIM FENCE SHALL BE INSTALLED ALONG AVON I TO PROTECT THE PLANTINGS AND PROVIDE
THE EXISTING RESIDENTS AN ADDITIONAL VISUAL SCREEN DURING CONSTRUCTION FOR LOTS
1-9. THE PROPOSED HEIGHT OF THE SCREEN SHALL NOT EXCEED 6 FEET.
EX. TELE.
PEU.
10' LANDS(
1
I
JOHN A. AND RUBY T.
BROOKS
TMP 90-30B
ZONING: R-1
EX. USE: RESIDENTIAL
EX. GRAVEL. DRIVE _.___� NOBEL HEIGHT
�AyTH OF t
G>�
Christopher C. Mulligan
Lic. No.
�df, 031672 wsv4
�SSIONAL E�G1
a
SCALE 1"=30'
30 0 30 60
SCALE IN FEET
01
Building Setback /Separation Table
Lot
Number
Front Yard
Minimum
Building Setback Lines (BSL)
Rear Yard Alternate Corner / side
Minimum Minimum
Side Building Separation
Lot # 1
25 Feet
25 Feet -----
Lot 1/2
15' minimum side separation between buildings
Lot # 2
25 Feet
25 Feet -----
Lot 2/3
15' minimum side separation between buildings
Lot # 3
25 Feet
25 Feet -----
Lot 3/4
15' minimum side separation between buildings
Lot # 4
25 Feet
25 Feet -----
Lot 4/5
15' minimum side separa tion between buildings
Lot # 5
25 Feet
25 Feet -----
Lot 5/6
15' minimum side separation between buildings
Lot # 6
25 Feet
25 Feet -----
Lot 6/7
15' minimum side separation between buildings
Lot # 7
25 Feet
25 Feet 20 Feet
Lot 7/8
-------
Lot # 8
25 Feet
25 Feet 15 Feet
Lot 8/9
15' minimum side separation between buildings
Q
:5 L9
O
Lot # 9
25 Feet
20 Feet -----
Lot 9/10
15' minimum side separation between buildings
Lot # 10
25 Feet
20 Feet -----
Lot 10/11
10' minimum side separation between buildings
Lot # 11
25 Feet
20 Feet -----
Lot 11/12
10' minimum side separa tion between buildings
Lot # 12
25 Feet
20 Feet -----
Lot 12/13
10' minimum side separation between buildings
Lot # 13
25 Feet
20 Feet -----
Lot 13/14
10' minimum side separation between buildings
Lot # 14
25 Feet
20 Feet -----
Lot 14/15
10' minimum side separation between buildings
Lot # 15
25 Feet
20 Feet 15 Feet
Lot 15/16
-------
Lot # 16
25 Feet
20 Feet 20 Feet
Lot 16/17
10' minimum side separation between buildings
Lot # 17
25 Feet
20 Feet -----
Lot 17/18
10' minimum side separation between buildings
Lot # 18
25 Feet
20 Feet ----
Lot 18/19
10' minimum side separation between buildings
Lot # 19
25 Feet
20 Feet -----
Lot 19/20
10' minimum side separation between buildings
Lot # 20
25 Feet
20 Feet ---
Lot 20/21
10' minimum side separation between buildings
Lot # 21
25 Feet
20 Feet -----
Lot 21/22
10' minimum side separation between buildings
Lot # 22
25 Feet
20 Feet -----
Lot 22/23
15' minimum side separation between buildings
Lot # 23
12 Feet
35 Feet -----
Lot 23/24
Attached dwellings shall have no side yard between units
Lot # 24
12 Feet
35 Feet -----
Lot 24/25
10' minimum side separation between buildings
Lot # 25
12 Feet
35 Feet ---
Lot 25/26
Attached dwellings shall have no side yard between units
Lot # 26
12 Feet
35 Feet 10 Feet
Lot 26/27
Attached dwellings shall have no side yard between units
Lot # 27
12 Feet
35 Feet 10 Feet
Lot 27/28
Attached dwellings shall have no side yard between units
Lot # 28
12 Feet
35 Feet -----
Lot 28/29
10' minimum side separation between buildings
Lot # 29
12 Feet
35 Feet -----
Lot 29/30
Attached dwellings shall have no side yard between units
Lot # 30
12 Feet
35 Feet -----
Lot 30/1
15' minimum side separation between buildings
Note 1: There are no maximum front, rear, or side setbacks on any lot.
Note 2: Porch, Roof & Architectural features may encroach into the front yard setback up to 5 feet where it does not interfere with the 18
foot minimum driveway depth or proposed easement locations.
Note 3: * Overhangs may encroach into the side yard setbacks up to12", where the separation between buildings shall be a minimum of 10'.
*HATCHED AREA)AR. WIDTH
SEE NOTE FOR ROAD GRADING
EXTENTION CRITERIA EASEMENT
I
GARY D. ROOKS, JR. ND I
BREND L. BROOK
TM 90-30
ZO NG: R-1
EX. USE: RESIDENTI L I
F- - - - - - - - - --- - - - I - - - - - - - - - - - - - - - --- - - - - - --- L
3 -BOARD FARM FENCE EX. GRAVEL DRIVE
W/ 4"x4" W.W. FENCING
No %0GOS /��--------
HATHAWAY ROAD EXTENSION NOTES:
THIS HATCHED PORTION OF THE ROADWAY AND SIDEWALK
WILL BE CONSTRUCTED AS CLOSE TO THE PROPERTY LINE
AS POSSIBLE WITH NO CLEARING OR GRADING PERMITTED
TO OCCUR ON THE ADJACENT PROPERTY, ALSO KNOWN AS
TMP 90-30.
UPON EXTENTION OF HATHAWAY STREET, THE
DOUBLE—SIDED, VERTICAL BOARD—ON BOARD FENCING
SHALL BE REMOVED FROM THE LIMITS OF THE RIGHT OF
WAY.
_.__.._...-- ...... -......
EXISTING 30'
ACI �.SS ESN/7.
— '.- D.1B. 1191, PG. 396 -
GARY D. BROOKS, SR. AND
MYRTLE T. BROOKS
TMP 90-30A
ZONING: R-1
EX. USE: RESIDENTIAL
SITE PLAN NOTES
1. SIGNS ARE NOT PART OF THE REZONING PROCESS AND WILL REQUIRE A SEPARATE PERMIT.
2. THE PROJECT IS TO AMEND AN EXISTING PLANNED DEVELOPMENT DISTRICT AND THE
AMENDMENT SHALL REDEFINE THE CONDITIONS FOR THE ENTIRE AREA WITHIN THE DISTRICT.
3. THE LANDSCAPE EASEMENT WITHIN AVON I OPEN SPACE SHALL BE PLANTED AT THE FIRST
GROWING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. THE
SCRIM FENCE SHALL BE INSTALLED ALONG AVON I TO PROTECT THE PLANTINGS AND PROVIDE
THE EXISTING RESIDENTS AN ADDITIONAL VISUAL SCREEN DURING CONSTRUCTION FOR LOTS
1-9. THE PROPOSED HEIGHT OF THE SCREEN SHALL NOT EXCEED 6 FEET.
EX. TELE.
PEU.
10' LANDS(
1
I
JOHN A. AND RUBY T.
BROOKS
TMP 90-30B
ZONING: R-1
EX. USE: RESIDENTIAL
EX. GRAVEL. DRIVE _.___� NOBEL HEIGHT
�AyTH OF t
G>�
Christopher C. Mulligan
Lic. No.
�df, 031672 wsv4
�SSIONAL E�G1
a
SCALE 1"=30'
30 0 30 60
SCALE IN FEET
01
REVISIONS
June 03, 2015
ZMA Comments
Jan. 12, 2016
March 07, 2016
ZMA Comments
DATE
Feb.
10 201
5
"- SCALE
1 —30 HORZ
CONTOUR INTERVAL
2 FOOT
FILE NUMBER
8188
SHEET
5 OF 10
�m
a
Qr
U
o
°: W
0IOC
Z
C) 02
aZ
�—
�/1
Q
0`
LL
W J
o w
co
J Z
a'
W
Q
:5 L9
O
ZO
UN
y(D
WZ
LL
LL
O�
O)
LC
LL
>
w
04
f=- 4
W
OLW
Orn
Z
�co
T�
O�
�I
Z
w
0
2
0
W
a
hal
REVISIONS
June 03, 2015
ZMA Comments
Jan. 12, 2016
March 07, 2016
ZMA Comments
DATE
Feb.
10 201
5
"- SCALE
1 —30 HORZ
CONTOUR INTERVAL
2 FOOT
FILE NUMBER
8188
SHEET
5 OF 10
IGA
54' R -O -W
R/W
TYPICAL SECTION
HATHAWAY STREET
STA. 11 +00 TO STRATFORD WAY INTX
N.T.S.
54' R -O -W
E
R/W
F
NISOES
PRIIH
R -O -W
l' BEYOND B.C.
SIDEWALK
& MAINT. ESMT.
-I
R
VDOT STD
R/W
CONCRETE
POINT OF
T-
-A
I-
R/W
4" 3000
V)
3
VDOT STD
GRADE
1.5* SM
VDOT ST*D
OCR)
N
CONCRETE
3 1
3
e 3000 PSI
CG -6
6'
-9.5
C -6
C -6
CG -6
PARKING
15" SM -9.5
.
CG -6
SIDEWALK
CONCRETE
0.5' 2' LANE
g
CL:z
_j z
<
4
6' VDOT 21B
=!]
6;;i!
w �
is
0
7��ETXOTNEND
e VDOT 21B6'
1
4- VDOT 21A-
4* VDOT 21 A
eONE BAS
ETXTEND 1-36
2.5* BM -25
6* 21B
1
VDOT 21 B
E BAS_�
STONE BASE
/111
4" UD -4
STONE BASE
l' BEYOND B.C.
SUB -BASE
4' UD -4
6* 21B
AS REQUIRED
ONE BASE
3�
�ETXTEND
STONE BASE
UNDERDRAIN
w .
04
UNDERDRAIN
1.0 )
0
SUB -BASE
10.5'
14'
14'
5.5'
5'
10'
PLANTING
TRAVEL LANE
TRAVEL LANE
5'
PLANTING
CONCRETE
6' PLANTING
STRIP 0.5' 2'
—
TRAVEL LANE
2' 0.5'
STRIP
SIDEWALK
SIDEWALK
27' 1 27'
TYPICAL SECTION
HATHAWAY STREET
STRATFORD WAY INTX TO END
N.T.S.
8' SIDEWALK8'
& MAINT. ESMT.
VDOT STD
33
R -O -W
l' BEYOND B.C.
SIDEWALK
& MAINT. ESMT.
4' VDOT 21A
VDOT STD
R/W
CONCRETE
POINT OF
T-
-A
I-
R/W
4" VDOT 21 A
V)
3
4" 3000 PSI CONCRETE
BASE
BEYOND B.C.
VDOT ST'D
FINISHED
GRADE\�
OCR)
N
VDOT STD
e 3000 PSI
- - - - -- - - - -
6'
,-5'
CONCRETE
CG -6
PARKING
15" SM -9.5
.
CG -6
SIDEWALK
CONCRETE
0.5' 2' LANE
g
CL:z
_j z
r1
4
cc,
" co
%j
=!]
6;;i!
w �
is
0
ol
r
1
4- VDOT 21A-
4* VDOT 21 A
.0
-J
- ---------
1
I B74
6" VDOT 21B
D 2S1 A
4" VDOT 21 A
/111
STONE BASE
STONE BASE
l' BEYOND B.C.
2.5" BM -25
6* 21B
AS REQUIRED
ONE BASE
3�
�ETXTEND
STONE BASE
LLZ ,
w .
04
CC
11-
A
r
.0
0
SUB -BASE
1.0')
2 0)
N
5-
2- 4'
10'
10'
W
Z
0
4' 2'
5'
CONCRETE
6' PLANTING
TDA
L LANE
—
TRAVEL LANE
1
6' PLANTING
CONCRETE
SIDEWALK
STRIP
0.5' 2'
2' 0.5
STRIP
SIDEWALK
11' SIDEWALK
& MAINT. ESMT.
18.5' T 18.5'
TYPICAL SECTION
STRATFORD WAY (331 PUBLIC R/W)
STA. 13+48 TO CUL—DE—SAC(R=36�
N.T.S.
W.-WIffiewd
POINT OF
FINISHED
1/4*:
GRADE�
2.5* BM -25
91
TRAVEL LANE
" SM -9.5
-----1/4":1'
6" 21B
SUB -BASE
91
TRAVEL LANE
19' 1 19'
TYPICAL SECTION
STRATFORD (PRIVATE)
STA. 10+00 TO 13+48
N.T.S.
VDOT STD
3..l
R/W
l' BEYOND B.C.
4' 3000 PSI
4' VDOT 21A
VDOT STD
j
CONCRETE
PARKING PLANTING
CG -6
-A
4' T 21A
4" VDOT 21 A
V)
W
2
STONE BASE1,STONE
BASE
BEYOND B.C.
OCR)
N
0.5'-\
- - - - -- - - - -
6'
,-5'
CONCRETE
PLANTING
PARKING
U
C)
z
0
SIDEWALK
STRIP
0.5' 2' LANE
18.5' T 18.5'
TYPICAL SECTION
STRATFORD WAY (331 PUBLIC R/W)
STA. 13+48 TO CUL—DE—SAC(R=36�
N.T.S.
W.-WIffiewd
POINT OF
FINISHED
1/4*:
GRADE�
2.5* BM -25
91
TRAVEL LANE
" SM -9.5
-----1/4":1'
6" 21B
SUB -BASE
91
TRAVEL LANE
19' 1 19'
TYPICAL SECTION
STRATFORD (PRIVATE)
STA. 10+00 TO 13+48
N.T.S.
11' SIDEWALK
& MAINT. ESMT.
R
VDOT STD 4" 3000 PSI
CG -6
CONCRETE
I I
4* VDOT 21A
VDOT STD
3..l
CG -6 1.5" SM-<•
l' BEYOND B.C.
SEE GRADING
4' VDOT 21A
STONE BASE
5
PARKING PLANTING
l' BEYOND B.C.
LANE 2' 0.5' STRIP
SIDEWALK
6* 21B
V)
W
2
co
SUB -BASE
OCR)
N
10'
- - - - -- - - - -
TRAVEL LANE
0.5,
11' SIDEWALK
& MAINT. ESMT.
R
VDOT STD 4" 3000 PSI
CG -6
CONCRETE
I I
4* VDOT 21A
-T VDOT 21A
J STONE BASE
STONE BASE
l' BEYOND B.C.
Z
5-
41 6
5
PARKING PLANTING
CONCRETE
LANE 2' 0.5' STRIP
SIDEWALK
-1
V)
42' ACCESS & PARKING EASEMENT
POINT OF
FINISHED
,GRADE
MIN. 1/4-:11'
2.5" BM -25
12'
TRAVEL LANE
TYPICAL SECTION
PRIVATE PARKING (HOA)
N.T.S.
16' EMERGENCY ACCESS EASEMENT
POINT OF
ESMT. FINISHED
GRADE 8" 21B
ESMT.
1/4*: l' SURFACE l'
PREPARED SUBGRADE
95% COMPACTION
7.5' 7.5'
TYPICAL SECTION
15' EMERGENCY ACCESS ROADWAY
STA. 8+28 TO 4+53.64 (AVON STREET EX-rD)
N.T.S.
CONC. WHEEL VDOT STD
STOP \ CG -6
4* VDOT 21A
STONE BASE
18' 1' BEYOND B.C.
PARKING
SPACE 1' 2' 0.5'
. . ......... .
i \ I f
AVOI`
SPAULS, ROBERT,,' OR MVIE;NNE ALOI\
/J / /SADLER $HAL
TMP 9&-32A
ZONING' R-1 VD0I
EX. USE: RESIDENTIAL
0
0)
MGN
LEWIS,,NORMA M. TRUSTEE
TMP 90-24
'ZONING: R-1
EX.: USE: RESIDENTIAL
EX. 10'X20
EMERGEN Y ACCESS
NTENA�NCE
\.._ (p
A
(p \%
ol 7 ;A
LINE OF SIGHT (SEE SECTION)
x
` \ �� 0
13 ;A
ST. R IDSIDE DITCH
ALONG PARC 'FRONTAGE
SH LL\BE IMP VED TO
----.---,./'VDO TD'S, AS' REQUIRED
V)l
E X. 2
RECREATION AREAS BETWEEN
AVON I & 11 ARE TO BE COMBINED. LJTII
ESM f.
CROSS HATCH AREA TO DENOTE
ADDITIONAL RECREATION AREA
IN THE EVENT THAT AVON 11
BECOMES INDEPENDENTLY
MAINTAINED FROM AVON I
C
N59*18'07"W 1072.99' EX IJP\, IPACE, GEORGE H. AND
rs 3—BQARD FARM FEN GE
DORIS H.
Ex.
E. PED. --A TMP 90-23
E X. C; '111V
- - ---- ZONING: R
EX. USE: RESIDENTIAI_
------
VARiAruj,`E VVIE)TH
JOHN A. A
AND RUBY T. BROOKS CCFSS`EASrf IVENI
TMP 9G -30D
ZONING;-' R-1
EX. USE: RESIDENTIAL
I�kp
rV
El
DO
CA 05-T CARPO;
Fx, F,ESIDE' E.
L J,t \
H of
VIA
Q
Christopher C.,,, ullig n
Lic. No"
031672' Ac�.
0
��17SIONAL 'i:tlr
I _ SCALE 1"=30'
ACCESS
N \TEN A
30 0
-JO
0
SCALE IN FEET
0
U
Z
<40
2
cc
V)
W
2
co
com Cl)
:a
OCR)
N
IM
N <
- - - - -- - - - -
z 0
Q.
y
33 cc
U
C)
z
0
rc LU
00
E @)
wo
�1
g
CL:z
_j z
r1
4
cc,
" co
%j
=!]
6;;i!
w �
is
0
ol
r
OADSIDE DITCH
§MITH, JEANETTE b
.0
-J
- ---------
DEL FRONTAGE
TMP 90-25
USCCR
C6
0)
C%l
4
/111
APROVED To
ZONING: R-1
cc
Uj
AS REQUIRED
EX. USE: RESIDENTIAL
LLZ ,
w .
04
CC
11-
A
r
.0
0
MGN
LEWIS,,NORMA M. TRUSTEE
TMP 90-24
'ZONING: R-1
EX.: USE: RESIDENTIAL
EX. 10'X20
EMERGEN Y ACCESS
NTENA�NCE
\.._ (p
A
(p \%
ol 7 ;A
LINE OF SIGHT (SEE SECTION)
x
` \ �� 0
13 ;A
ST. R IDSIDE DITCH
ALONG PARC 'FRONTAGE
SH LL\BE IMP VED TO
----.---,./'VDO TD'S, AS' REQUIRED
V)l
E X. 2
RECREATION AREAS BETWEEN
AVON I & 11 ARE TO BE COMBINED. LJTII
ESM f.
CROSS HATCH AREA TO DENOTE
ADDITIONAL RECREATION AREA
IN THE EVENT THAT AVON 11
BECOMES INDEPENDENTLY
MAINTAINED FROM AVON I
C
N59*18'07"W 1072.99' EX IJP\, IPACE, GEORGE H. AND
rs 3—BQARD FARM FEN GE
DORIS H.
Ex.
E. PED. --A TMP 90-23
E X. C; '111V
- - ---- ZONING: R
EX. USE: RESIDENTIAI_
------
VARiAruj,`E VVIE)TH
JOHN A. A
AND RUBY T. BROOKS CCFSS`EASrf IVENI
TMP 9G -30D
ZONING;-' R-1
EX. USE: RESIDENTIAL
I�kp
rV
El
DO
CA 05-T CARPO;
Fx, F,ESIDE' E.
L J,t \
H of
VIA
Q
Christopher C.,,, ullig n
Lic. No"
031672' Ac�.
0
��17SIONAL 'i:tlr
I _ SCALE 1"=30'
ACCESS
N \TEN A
30 0
-JO
0
SCALE IN FEET
REVISIONS
June 03, 2015
ZMA Comments
Jan. 12,2016
March 07, 2016
ZMA Comments
DATE
Feb. 10,2015
SCALE
1 11=30'HORZ
CONTOUR INTERVAL
2 FOOT
0
U
Z
<40
2
cc
V)
W
2
co
com Cl)
:a
OCR)
N
IM
N <
Z
z 0
Q.
y
33 cc
U
C)
z
0
rc LU
00
E @)
wo
�1
g
CL:z
_j z
r1
4
cc,
" co
%j
=!]
6;;i!
w �
0
ol
r
.0
-J
4
r
Oj
USCCR
C6
0)
C%l
4
0
0
cc
Uj
OLL
_11 L�
LLZ ,
w .
04
CC
11-
A
r
.0
0
Ix LU
2 0)
N
W
Z
0
REVISIONS
June 03, 2015
ZMA Comments
Jan. 12,2016
March 07, 2016
ZMA Comments
DATE
Feb. 10,2015
SCALE
1 11=30'HORZ
CONTOUR INTERVAL
2 FOOT
FILE NUMBER
8188
SHEET
60F10
ll_�
Z
5
(L
Z
y
W
z
0
Zn
iL
Z
0
0
(L
0
0
z
Z
0
N
FILE NUMBER
8188
SHEET
60F10
ll_�
REVISIONS
June 03, 2015
ZMA Comments
Jan. 12, 2016
March 07, 2016
ZMA Comments
DATE
Feb. 10, 2015
SCALE
1 "=30' HORZ
CONTOUR INTERVAL
2 FOOT
�
z
a
r
V
w
cc
�.
�-
O
U
�
W
Z
�
tp
Y
rn
om
Y
W
z
moo_
Q
r
�
5
(L
Q
0 Ir
U
0
°CW>o
Q
OZ�zJZ
0z�
a
a�W
J
v1
V
O
Z
�
0�
— J
W
Q
UQ
r
Oo
W
Q�
¢Ln
0�
N
O�
N�••j
CO
w Z
- LL
Co
LZ
1118
V N
W
CL
Zo
Oti
4
//U^j
V
W
Z
O
2
W
P4
---------------------------------
o.
REVISIONS
June 03, 2015
ZMA Comments
Jan. 12, 2016
March 07, 2016
ZMA Comments
DATE
Feb. 10, 2015
SCALE
1 "=30' HORZ
CONTOUR INTERVAL
2 FOOT
FILE NUMBER
8188
SHEET
7 OF 10
z
J
�.
�-
z
5
z
a
Y
W
z
moo_
Q
J
-
5
(L
z
W
~
Q
U
0z�
a
a�W
�
z
z
z
O�
N
FILE NUMBER
8188
SHEET
7 OF 10
LINE OF SIGHT PROFILE Car) C/L OF PROPERTY
' f AVON ST. ROADSIDE DITCH SMITH, JEANETTE D. -
SPAULS, ROBERT OR VIVIE,NNE ALONG PARCEL FRONTAGE TMP 90-25
SADLER SHALL BE IMPROVED TO ZONING: R -i"
f /TMP 90-32A VDOT
STD,
$, AS REQUIRED EX. USE: RESIDENTIAL j
ZONING: R-1
EX. USE: RESIDENTIAL
rn ;
{
®60 �\ BENCH MARK IS SURVE
0 e CONTROL POINT T-5000, NAIL i
AND, FLASHER. ELEVAT`ION 586.27
�61
_may-e"°•,a� �`� 6`*� ` � ; >r\ i i
/r I
LEWIS, NORMA M. TRUSTEE
TMP 90-24 if
ZONING: R-1 :\
EX.; USE: RESIDENTIAL
b+� \
RAS
fi'• *y amu_
EX. 1 "'X20 5 l
DRAINAGE Et`4ERGEN Y ACCESS
i mss: \
.:. #
-SMT. &';BM
P ANTENANCE
IVfi,a iYa.I R� +_i/'•,•!,F�,. a \ ,
3 a i
-130
10
ON ST. R DSIDE DITCH
6' A ONG PARC FRONTAGE
SH\2,0
BE IMP OVED TO
' .'VDTD'S, AS REQUIRED
`14 -EX.
I�6200 \ - i
J?L.
<{,Y 600 I ESM T.
6N0
HATCH DENOT POT TIA ;
RECRE ON A A
'�. a r_•SI i• � t
- -{ 3 -BOARD FARM FEN N59'18'07"W 1072.99' EX.; UP` PACE, GEORGE H. AND
1 ! I DORIS H. ,
- =X. TMP 90-23
Er G}N\� ZONING: R-1
-" EX. USE: RESIDEN;i IAL
-- ;
bA?iADL.E 'VVI1)T 1 ~
JOHN A. AND RUB' T. BROOKS Ar,CE.S"-ML',-'P' +
TMP 907308 ,' I
ZONING: R-1 \
EX. USE: RESIDENTIAL '
't. EY,. E.X.
CARP -0 CARPO f 0
SCA L 1. 30'
f 3 0 30 60
r
Jt, ,
f" SCALE I FEET
FX. RES, ) .NCF
• i i � I
� t
625
...... ... .........
I
� t
--._._.......... _.........
..._..__ ...__..._._!
I�
I
... ... ..........
............ ` 610
k O
� I
i
�W STORMWATER MANAGEMENT NOTES
............._.......__..._......._
�— '1 605 1. THE EXISTING SITE CONDITIONS MAY WARRANT GRADING CHANGES
TO ACCOMMODATE SLOPE GRADING STABILIZATION, FUNCTIONALITY
- -- z.................... ........ ................... . ..... . ....... & DESIGN OF THE BMP FACILITIES. THE GRADING WILL BE
E
— ............ .. '............ ..... _ .......... ..... ................ . ADJUSTED AS NECESSARY TO MEET SLOPE AND OTHER
Q.___ ................_................ ........... STORMWATER COMPLIANCE REQUIREMENTS
J -- — —............. i...... ......... ........................
........._....'
1600 2. THE STORMWATER MANAGEMENT FACILITIES WILL PROVIDE THE �:Z,TH of
ADDITIONAL DETENTION NECESSARY TO ELIMINATE THE NEED FOR qty' Dj
- OFFSITE DRAINAGE IMPROVEMENTS.
............ _....... .... _... _--....._._..........
?j 3. POOR SOIL INFILTRATION RATES MAY REQUIRE THAT UNDERDRAINS
_..._..................:............_._... C
BE INSTALLED FOR THE INFILTRATION AREA.
......... I.....
595 Christopher C. Mulligan
I 4. AN EXTENDED DETENTION FACILITY SHALL BE CONSTRUCTED ABOVE Lim. No.
- GROUND ON THE SLOPE WHERE THE HIGH FREQUENCY STORM 031672 www
'".............
..... EVENTS SHALL BE PIPED INTO AN UNDERGROUND INFILTRATION °A`�ss ��Gti�
... ..............
......... ................... AREA TO MEET THE CURRENT VIRGINIA RUNOFF REDUCTION IONAL
! STANDARDS, THE TREATMENT TRAIN SHALL PROVIDE FOR THE
I 1 590 PROPOSED 37% IMPERVIOUS COVER CONDITION. THE COMBINATION
' OF BMP'S WILL PROVIDE WATER QUALITY AND QUANTITY CONTROL
3.5 YE ......
...........
......
.......
_ ......... FOR THE IMPACTS ASSOCIATED WITH THIS DEVELOPMENT.
_ --IEIG T--_
585
+50 5+00 +50
REVISIONS
June 03, 2015
ZMA Comments
Jan. 12, 2016
March 07, 2016
ZMA Comments
DATE
Feb. 10, 2015
SCALE
1 "=30' HORZ
CONTOUR INTERVAL
2 FOOT
T `
a
vz
W
F–�U
g
°-
a.
0
Tom^
W
�—
N
Nm
Z°
y
W
z
Q°
U
O
Z
(tW
O U
;@)
o
'0
—
g
�Q�
w
i
v1
O
c
0co
5; J
zc
LU
Q
a.
Q
Oo
W
CC
QZ
a�
1
oWq
0
la
0 rN
��
Z
a
(00
,,-
WL
0 LL
O
LUCC Ln
W
rc
Orn
W
aft LU
2 0
0LU
W
Z
o
O
W
CL
F+1
REVISIONS
June 03, 2015
ZMA Comments
Jan. 12, 2016
March 07, 2016
ZMA Comments
DATE
Feb. 10, 2015
SCALE
1 "=30' HORZ
CONTOUR INTERVAL
2 FOOT
FILE NUMBER
8188
SHEET
8 OF 10
Z
Zg
g
°-
a.
0
�—
?
Z°
y
W
z
Q°
s
a.w
ZO
�Q�
U
O
Q
I.1.
a.
Q
m
oWq
�
Q
Z
Z
O
W
N
U
Z
O
U
FILE NUMBER
8188
SHEET
8 OF 10
a
Original Proffers: 11/21/13
Amendment: 2/29/16
PROFFER STATEMENT
ZMA No. 2014-00006
Tax Map and Parcel Number: 09000-00-00-03100(D.B. 3786 P.G. 060)
Owner of Record: BELLEVUE REAL ESTATE, LLC
Date of Proffer Signature:
5.262 acres to be rezoned from R-6 to Planned Residential District(PRD)
Bellevue Real Estate LLC, a Maryland Limited Liability Company, is the owner (the "Owner") of Tax Map and
Parcel Number 09000-00-00-03100 (the "Property") which is zoned as Planned Residential Development
(PRD)subject to rezoning application ZMA No. 2014-00006, a project known as "Avon Park IP" (the "Project").
This current proffer statement (the "Proffer Statement") supersedes the proffer statement dated November 21,
2013 pertaining to ZMA-2012-00004.
Pursuant to Section 33 of the Albemarle County Zoning Ordinance (Chapter 18 of the Albemarle County Code),
the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property. These
conditions are proffered as a part of the PRD zoning applicable to the Property and the Owner acknowledges that
the conditions are reasonable. Each signatory below signing on behalf of the Owner covenants and warrants that it
is an authorized signatory of the Owner for this Proffer Statement.
1) AFFORDABLE HOUSING
The Owner will provide six (6) affordable housing units within the Project in the form of for lease or for sale
affordable dwelling units (the "Affordable Dwelling Units" or"Affordable Units"). Each subdivision plat and
site plan for land within the Property shall designate the lots or units, as applicable, that will, subject to the
terms and conditions of this proffer condition, incorporate Affordable Units as described herein, and the
aggregate number of such lots or units designated for Affordable Units within each subdivision plat and site
plan shall be referenced in such subdivision plat or site plan.
a) There shall be a maximum of 32 dwelling units on 30 lots in the development. The Affordable Dwelling
Units shall be comprised of one or more of the following unit types:
1. Single family townhomes OR
2. Units that will be constructed and maintained as two-family dwellings as defined in
the Virginia Uniform Statewide Building Code.
The Owner or his successor in interest reserves the right to achieve six (6) Affordable Dwelling Units
utilizing the above mentioned unit types alone or in combination as outlined below. The Owner shall
convey the responsibility of constructing the affordable units to any subsequent pprchaser ofothe Property.
The current Owner or subsequent Owner shall create units affordable to households with incomes less
than 80%of the area median family income(the"Affordable Unit Qualifying Income"), such'that housing
costs consisting of principal, interest, real estate taxes and homeowner's insurance(PITI) do not exceed
a,
30% of the Affordable Unit Qualifying Income; provided, however,that in no event shall the selling price
of such Affordable Units be more than sixty-five percent (65%) of the applicable Virginia Housing
Development Authority (VHDA) sales price/loan limits for VHDA's first-time homebuyer programs
provided that the selling price will be equal to or less than the Albemarle County affordable housing
home price. This home price will increase or decrease per year based on Albemarle County's designated
affordable home pricing. 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
price of such Affordable Dwelling Units.
i) For-Sale Affordable Units - All purchasers of for-sale Affordable Units shall be approved by the
Albemarle County Office of Housing(the"Housing Office")or its designee. The Owner shall provide
the County or its designee a period of one hundred twenty (120) days to identify and pre-qualify an
eligible purchaser for the Affordable Units. The 120-day period shall commence upon written notice
from the Owner that the units will be available for sale. This notice shall not be given more than 90
days prior to the anticipated receipt of the certificate of occupancy. If the County or its designee does
not provide a qualified purchaser during this one hundred twenty (120) day period, the Owner shall
have the right to sell the Unit(s) without any restriction on sales price or income of purchaser(s);
provided, however, that any Units(s) sold or leased without such restriction shall nevertheless be
counted toward the number of Affordable Units required to be provided pursuant to the terms of this
proffer. If these Units are sold, this proffer shall apply only to the first sale of each unit. Nothing
herein shall preclude the then-current Owner/builder from working with the Housing Office prior to
the start of the notification periods described herein in an effort to identify qualifying purchasers for
Affordable Units.
b) County Option for Cash in Lieu of Affordable Units. If at any time prior to the County's approval of any
preliminary site plan or subdivision plat for the subject property which includes one or more for-sale
Affordable Dwelling Units, the Housing Office informs the then-current owner/builder in writing that it
may not have a qualified purchaser for one or more of the for-sale Affordable Dwelling Units at the time
that the then-current owner/builder expects the units to be completed, and that the County will instead
accept a cash contribution to the County to support affordable housing programs in the amount of Twenty
Four Thousand Three Hundred Seventy Five Dollars($24,375.00) in lieu of each Affordable Unit(s),then
the then-current owner/builder shall pay such cash contribution to the County prior to obtaining a
certificate of occupancy for the Unit(s)that were originally planned to be Affordable Dwelling Units, and
the then-current owner/builder shall have the right to sell the Unit(s)without any restriction on sales price
or income of the purchaser(s). For the purposes of this proffer condition, such Affordable Dwelling Units
shall be deemed to have been provided when the subsequent owner/builder provides written notice to the
Albemarle County Office of Housing or its designee that the Affordable Units(s) will be available for
sale.
2) CASH PROFFER
a) The Owner shall contribute cash to the County in the following amounts for each dwelling unit
constructed within the Property that is not an Affordable Dwelling Unit. The cash contribution shall be used
only for capital improvements in the form of public facilities (i.e., schools, public safety, libraries, parks or
transportation) located within the Scottsville magisterial district of the County and no funds shall be used for
capital improvements to any public facility existing as of the date of this Proffer Statement, such as a
renovation or technology upgrade, that does not expand the capacity of such facility. The cash contribution
shall not be used for any operating expense of any existing or new facility such as ordinary maintenance or
repair. The cash contribution for each individual dwelling unit shall be paid to the County after completion
of the final building inspection and prior to issuance of a certificate of occupancy for the individual unit. The
cash contribution for each dwelling unit shall be based upon the type of the dwelling unit and in the amount
set forth for each type of dwelling unit as follows:
i) Three Thousand Eight Hundred Forty-Five Dollars ($3845.00) for each attached town
home/condominium unit that is not an Affordable Dwelling Unit.
ii) Four Thousand Nine Hundred Eighteen Dollars ($4918.00) for each single family detached dwelling
unit.
iii) Zero Dollars($0.00) for each Affordable Dwelling Unit.
b) The applicant will NOT receive a cash proffer credit from Albemarle county for the number of dwelling
units permitted under the prior by-right zoning of the Property (Tax Map and Parcel Number 09000-00-
00-03100),which would yield five(5)single family detached homes.
3) LANDSCAPE EASEMENT
The Owner shall provide a variable width landscape easement behind lots 1-7 on Tax Map and Parcel Number
09000-00-00-03200 (known as Avon Park 1). The owner shall install plants as per the final approved landscape
plan during the first fall planting season after the adjacent retaining wall is installed or prior to the issuance of the
certificate of occupancy for the seventh completed dwelling unit located on Lots 1 through 7.
4) EROSION AND SEDIMENT CONTROL
The Owner shall provide additional erosion and sediment control measures beyond the standard regulatory
requirements stated in the Virginia Erosion and Sediment Control Handbook(VESCH) applicable on the date
of approval of this Proffer Statement. These additional measures shall consist of the following:
a) Silt Fencing(VESCH Standard 3.05):
i) Contributing drainage area to non-wire reinforced silt fence shall be reduced from one quarter(0.25)
acre per 100 feet of silt fence length to two-tenths (.20) per 100 feet of silt fence. Contributing
drainage area to wire reinforced silt fence shall not exceed one quarter acre per 100 feet of silt fence;
and
ii) Maximum contributing drainage area to non-wire reinforced silt fence from minor swales or ditch
lines shall be reduced from 1 acre and no greater than 1 cfs to 0.8 acre and no greater than .08 cfs.
Maximum contributing drainage area to wire reinforced silt fence from minor swales or ditch lines
shall be 1 acre and no greater than 1 cfs; and
iii) The height of any silt fence shall be a minimum of 24 inches above the original ground surface and
shall not exceed 34 inches above ground elevation; and
iv) Post spacing for non-wire-reinforced silt fence shall be reduced from a maximum 6 feet apart to a
maximum 5 feet apart. Post spacing for wire reinforced silt fence shall be reduced from a maximum
10 feet apart to a maximum 8 feet apart.
b) Temporary Diversion Dike(VESCH Standard 3.09):
i) The maximum allowable drainage area to a temporary diversion dike shall be reduced from five (5)
acres to three(3)acres.
c) Temporary Sediment Trap(VESCH Standard 3.13):
i) Maximum total contributing drainage area shall be reduced from three(3)acres to two(2)acres; and
ii) The storage volume requirement shall be increased by a factor of 1.2.
d) Temporary Sediment Basin(VESCH Standard 3.14):
i) A temporary sediment basin shall be provided where the total contributing drainage area exceeds two
(2)acres; and
ii) The permanent pool and dry storage volumes shall be increased by a factor of 1.2.
5) ALLOWED USES
The use of the Property shall be limited to those uses allowed by right under section 19.3.1; and the use allowed
by special use permit under section 19.3.2(7) of chapter 18, Zoning, of the Albemarle County Code, Zoning
Supplement #91 dated 6-3-15 and in effect on the date of approval of this Proffer Statement, copies of which are
attached hereto and incorporated herein as Attachment A.
6) RECREATIONAL AMENITIES
The Owner shall provide and install the following recreational amenities in the existing "park" on Tax Map and
Parcel Number 09000-00-00-03200 (known as Avon Park 1). These amenities are at the request of the Avon Park
Homeowner's Association Board.
a) A 40' x 50' fenced dog park area. This area will contain two small benches.
b) Two(2)additional play structures for older children will be added to the existing tot lot area.
7) OVERLOT GRADING
Overlot Grading Plan The Owner shall submit an overlot grading plan (hereinafter the Plan") meeting the
requirements ofthis proffer condition with the application for each subdivision of the Property. The Plan shall show
existing and proposed topographic features.The Plan shall be approved by the County Engineer prior to approval of
an erosion and sediment control plan related to said subdivision. The land area within the subdivision shall be
graded as shown on the approved Plan.No building permit shall be issued for any dwelling on a lot where the County
Engineer has determined the lot grading is not in general conformance with the approved Plan. The Plan shall satisfy
the following:
a) The Plan shall show all proposed streets, building sites, setbacks, surface drainage, driveways, trails, and
other features the County Engineer determines are needed to verify that the Plan satisfies the requirements
of this proffer condition.
b) The Plan shall be drawn to a scale not smaller than one(1) inch equals fifty(50) feet.
c) All proposed grading shall be shown with contour intervals not greater than two(2)feet. All concentrated
surface drainage over lots shall be clearly shown with the proposed grading. All proposed grading shall
be designed to assure that surface drainage can provide adequate relief from the flooding of dwellings in
the event a storm sewer fails.
d) Graded slopes on lots proposed to be planted with turf grasses(lawns) shall not exceed a gradient of three
(3) feet of horizontal distance for each one (1) foot of vertical rise or fall (3:1). Steeper slopes shall be
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
steeper slopes shall not exceed a gradient of two (2) feet of horizontal distance for each one (1) foot of
vertical rise or fall (2:1) unless the County Engineer finds that the grading recommendations for steeper
slopes have adequately addressed the impacts.
e) Surface drainage may flow across up to three (3) lots before being collected in a storm sewer or directed
to a drainage way outside of the lots.
f) No surface drainage across a residential lot shall have more than one-half(1/2)acre of land draining to it.
g) All drainage from streets shall be carried across lots in a storm sewer to a point beyond the rear of the
building site
h) The Plan shall demonstrate that for each dwelling unit, an area at least ten (10) feet in width abutting the
primary dwelling entrance facing the street not be served by a stairway, has grades no steeper than ten
percent (10%) should the primary dwelling entrance facing the street be less than ten (10) feet from the
Lot's property line, then this grade requirement shall only extend to the area between the entrance and the
lot line. This graded area also shall extend from the primary entrance to the driveway or walkway
connecting the dwelling to the street.
i) 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, it shall include a justification for the request containing a valid
professional seal from a PE, LA or LS type B. In reviewing a waiver request, the County Engineer shall
consider whether the alternative proposed by the Owner satisfies the purpose of the requirement to be
waived to at least an equivalent degree.
j) In the event the County adopts overlot grading regulations after the date this Proffer Statement is
approved, any requirement of those regulations that is less restrictive than any requirement of this proffer
condition shall supersede the corresponding requirement of this proffer condition.
OWNER
Bellevue Real Estate,L.L.C.
Name: V 1-ry c'TT- Title: 01+1N REP.
Tax Map and Parcel Number:09000-00-00-03100
Attachment A
19.3 PERMITTED USES
19.3.1 BY RIGHT
The following uses shall be permitted by right in the PRD district,subject to the applicable requirements of
this chapter:
1. Detached single-family dwellings.
2. Semi-detached and attached single-family dwellings such as duplexes, triplexes, quadraplexes,
townhouses,atrium houses and patio houses provided that density is maintained,and provided further
that buildings are located so that each unit could be provided with a lot meeting all other requirements
for detached single-family dwellings except for side yards at the common wall.
3. Multiple-family dwellings.
4. (Repealed 9-2-81)
5. Parks,playgrounds,community centers and noncommercial recreational and cultural facilities such as
tennis courts,swimming pools,game rooms,libraries and the like.
6. Electric, gas, oil and communication facilities, excluding tower structures and including poles, tines,
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
appurtenances owned and operated by the Albemarle County Service Authority. Except as otherwise
expressly provided,central water supplies and central sewerage systems in conformance with Chapter
16 of the Code of Albemarle and ail other applicable law. (Amended 5-12-93)
7. Public uses and buildings including temporary or mobile facilities such as schools, offices, parks,
playgrounds and roads funded,owned or operated by local,state or federal agencies(reference 31.2.5);
public water and sewer transmission,main or trunk lines,treatment facilities,pumping stations and the
like, owned and/or operated by the Rivanna Water and Sewer Authority (reference 31.2.5; 5.1.12).
(Amended 11-1-89)
8. Temporary construction uses(reference 5.1.18)
9. Accessory uses and structures including home occupation, Class A (reference 5.2) and storage
buildings.
10. Homes for developmentally disabled persons(reference 5.1.7).
11. Stormwater management facilities shown on an approved final site plan or subdivision plat.
(Added 10-9-02)
12. Tier I and Tier II personal wireless service facilities(reference 5.1.40). (Added 10-13-04)
13. Family day homes(reference 5.1.56).(Added 9-11-13)
(§20-19.3.1, 12-10-80;9-2-81; 11-1-89;5-12-93;Ord.02-18(6), 10-9-02;Ord.04-18(2), 10-13-04;Ord 13-18(5),
9-11-13)
193.2 BY SPECIAL USE PERMIT
The following uses shall be permitted by special use permit in the PRD district,subject to the applicable
requirements of this chapter and provided that no separate application shall be required for any such use as
shall be included in the original PRD rezoning petition: (Amended 5-5-10)
18-19-2
Zoning Supplement#91,6-3-15
1. Day care,child care or nursery facility(reference 5.1.06).
2. Fire and rescue squad stations(reference 5.9).
3. Rest home,nursing home,convalescent home,orphanage or similar institution(reference 5.1.13).
4. Electrical power substations, transmission lines and related towers; gas or oil transmission lines,
pumping stations and appurtenances; unmanned telephone exchange centers; microwave and radio-
wave transmission and relay towers,substations and appurtenances(reference 5.1.12).
5. Home occupation,Class B(reference 5.2).
6. Churches. (Added 9-2-81)
7. Stand alone parking and parking structures(reference 4.12,5.1.41). (Added 11-7-84;Amended 2-5-
03)
8. Swim,golf,tennis or similar athletic facilities(reference 5.1.16). (Added 9-13-89)
9. Professional offices. (Added 6-8-94)
10. Tier III personal wireless service facilities(reference 5.1.40). (Added 10-13-04)
11. Historical centers,historical center special events,historical center festivals(reference 5.1.42). (Added
6-8-05)
12. Farmers'markets(reference 5.1.47). (Added 5-5-10)
(§20-19.3.2, 12-10-80; 9-2-81; 11-7-84;9-13-89;6-8-94;Ord.03-18(1),2-5-03;Ord. 04-18(2), 10-13-04;Ord. 05-
18(7),6-8-05;Ord. 10-I8(4),5-5-10)
19.4 RESIDENTIAL DENSITIES
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
shall be determined by the board of supervisors with reference to the comprehensive plan,but shall,in no
event,exceed thirty-five(35)dwelling units per acre. In addition,the bonus and cluster provisions of this
ordinance shall be inapplicable to any PRD except as herein otherwise expressly provided.
(§20-19.4,12-10-80)
19.5 MINIMUM AREA REQUIRED FOR ESTABLISHMENT OF DISTRICT
19.5.1 Minimum area required for the establishment of a PRD district shall be three(3)acres.
19.5.2 Additional area may be added to an established PRD district if it adjoins and forms a logical addition to the
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.
19.6 MINIMUM AREA REQUIREMENTS FOR OPEN SPACE AND RECREATIONAL USES
19.6.1 Not less than twenty-five(25) percent of the area devoted to residential use within ail PRD shall be in
common open space except as hereinafter expressly provided. (Amended 9-13-89)
18-19-3
Zoning Supplement#91,6-3-15