HomeMy WebLinkAboutZMA200600019 Plan - Approved 2018-12-14■
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ALL EASEMENTS SHOWN OVER I I II
-EXISTING SHEDS,,/ >� — OVERHEAD ELECTRIC LINES
CRITICAL SLOPES 25 ° , ` �_ �— TO / ARE IMPLIED AND WERE NOT
BE REMOVED / / / / ,.-' — -- SHOWN ON ORIGINAL PLATS
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UNIT TYPE BREAKDOWN / % /�� `r°
KEY DESCRIPTION PHASE 1 PHASE 2
A SINGLE-FAMILY DETACHED HOME 14 24 0 30' 60, 120 240'
B 24'-WIDE TOWNHOME 0 24
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STR
C 20'-WIDE TOWNHOME 16 75 r \� _ \ \556
D 16'-WIDE TOWNHOME 6 16
/ —
TOTAL:175 36 139 � � �— � � � � � __— �--^ —�/_ i• -- - _ _ __ S,
NOTES:
1. Plan replaces TERRA CONCEPTS, P.C. Approved Application Plan
dated 9-17-2007. \ \ i / .. _
2. Block limits coincide with street rights -of -way (ROW).
3. The trails, amenity locations and the utilities shown are for illustrative 1 �� \ / —
purposes only and subject to change at the Final Site Plan review and/or
in the future.—
��
ROAD ASSOCIATION: `o
I
-
ROAD A = WILLOW GLEN DRIVE, 109' ROW
ROAD B = PRESTWICK GLEN DRIVE, 67T ROW \_\ 1 : — _ _ — — _ — SWM/AMENITY
ROAD C = HEATHROW GLEN CIRCLE, 6T ROW _ — _ — _ _ �� �� _ _ ( _ — — — — — _ — POND
ROAD D = SHANNON GLEN DRIVE, 55' ROW — — — — — — TRAIL
ROAD E = TRADEAU COURT, 30' ROW (PRIVATE) _ _ - - — _ \ ► - ary _ _ _ \ \ \ / \ \\ \\ \ \�� — — // / /
ROAD F = HARTFIELD COURT, 30' ROW (PRIVATE)
ROAD G - TEMPLEHOF COURT, 30' ROW (PRIVATE)
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P HAS E 1
COMPLETED AND p► PROVED
(ZMA 200600019 ON 10/10/2007)
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FUTURE
INTERPARCEL CONNECTION
AN ACCESS EASEMENT WILL
BE PROVIDED AT THE
�TOWNCENTER DRIVE
COUNTY REQUEST
I
R.O.W. 60
I ,
�\ \— �<
�FU;TURE
,ESTRiAN INTEL
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�-
CONNECTION- AN SAC E S
EASE
MENT WILL
PROVIQ THE
:.,. / / N`ZEC2U�ST�
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LOT / PARKING 1 BUILDING REGULATIONS
MIN.
LOT WIDTH
MIN. FRONT
BUILDING
SETBACK
(without Garage)
MAX. FRONT
BUILDING
SETBACK
(without Garage)
MIN. FRONT
BUILDING
SETBACK
(with Garage)
MAX. FRONT
BUILDING
SETBACK
(with Garage)
SIDE
BUILDING
SETBACK
REAR
BUILDING
SETBACK
MIN.
LOT SIZE
BLOCK 1
16'
10,
18'
18'
25'
S'
0'
1000
BLOCK 2
16'
5'
16'
18,
18'
5'
10,
1000
BLOCK 3
20'
10,
18,
20'
20'
5'
10,
1000
BLOCK 4
16'
5'
12'
10,
10,
5'
5'
1000
BLOCK 5
20'
5'
12'
18,
18'
5'
5'
1000
BLOCK 6
20'
-
-
20'
28'
5'
10,
1500
BLOCK 7
40'
-
-
16,
18
S'
0'
3500
BLOCK 8
40'
-
-
18'
18,
5'
0'
3500
—099
General Conditions with the above standards
\\ �— '140N �035 * / , / _ / 1 In all blocks, porches, decks, stoops, trellis and/or canopies may project not more than ten (10') feet beyond the front or rear walls of a buidling into
O_ / i
GO/cKF the front or rear setback. No venners, overhangs/eves or building wall footings may break the lot line or right-of-way whichever is more restrictive.
Side eves may not extend into the setback more than two 2 feet.
` I 2 Garage Setbacks: Front loaded shall be a minimum of 18'. Side loaded shall be a minimum of 5'. Both measured from the right-of-way or exterior
ON� / �� � _ / / � �\\\\�� � � y� 1' , � � �- I r I � .� �� � I ��/ / , edge of the sidewalk if the sidewalk is outside the right-of-way. No maximum setback is applied to side loaded conditions.
3 A maximum of 6' stepping will be allowed behind any Build -to -Line (BTL) or maximum front building setback. The exception is Blocks 2 and 6 where
the maximum can be increased no more than 10' to accommodate the architecture in relation to the road curvature. Appurtances may encroach as
o /� / stated above in the General Conditions unless otherwise noted in the Specific Conditions.\sue\\\\ \\ / / h�� / 4 Sight distance requirements, architectural construction, fire code ordinances and utility easements may dictate buildings are setback farther than
TRAIL
established maximum yard regulations. Where other conflicts occur, Section 4.19 shall prevail.
5 Temporary construction easements will be permitted u to 10' within an open space areas where lots with five feet or less < 5' rear and
I
\ / p rY p p Y p p ( ) Y
regulations are adjacent.
—009� _ Specific Conditions applied to the Blocks in addition to the above standards
f , ,
�OqO�� �� / 1�d• / ` I � / // / / / 1 In Block 4, no building, accessory building or appurtenances (e.g. porches and/or decks footings) shall encoach into or disturb the top of bank along
existing stream.
6�6' \ / I 1 / l / / / / / // 2 In Blocks 6, 7 and 8, the front lot width is measured along curvature of right-of-way when applicable.
3 Build -to -Line (BTL): Buidlings in Blocks 4 and 5 shall maintain building facades at this line for the front wall which establishes a minimum uniform
setback without right-of-way consideration. Appurtances may encroach as stated above in the General Conditions unless otherwise noted in the
Specific Conditions.
\ \ o \ I I I I I I 4 In Block 1, Hartsfield Court shall be considered the front of all units. The double lot frontage regulation is non -applicable.
5 In Block 3, Heathrow Court shall be considered the front of all units. The double lot frontage regulation is non -applicable.
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\-- PHASE 1
COMPLETED AND APPROVED
(ZMA 200600019 ON 10110/2007)
TOWNCENTER DRIVE
R.O.W. 60'
L7
240'
PARKING DATA
BLOCK
UNIT TYPE
# of UNITS
REQUIRED
SPACES
REQUIRED
"GUEST"
PARKING
TOTAL
REQUIRED
SPACES
TOTAL
PROVIDED
SPACES
PHASE 1
Townhomes (0-Car Garage)
22
44
5.50
50
54
Single -Family Homes
14
28
3.50
32
28
BLOCK 1
Townhomes (1 Car Garage)
13
26
3.25
29
26
BLOCK 2
Townhomes (1 Car Garage)
17
34
4.25
38
34
Townhomes (0-Car Garage)
4
8
1.00
9
9
BLOCK 3
Townhomes (1 Car Garage)
14
28
3.50
32
28
BLOCK 4
Townhomes (0-Car Garage)
29
58
7.25
65
60
BLOCK 5
Townhomes (1 Car Garage)
14
28
3.50
32
30
BLOCK 6
Townhomes (2 Car Garage)
24
48
6.00
62
104
2
Commercial (2,019 GSF)
0
8
0.00
BLOCK 7
Single -Family Homes
14
1 20
1 3.50
1 24
1 56
BLOCK 8
Single -Family Homes
10
1 28
1 2.50
1 31
1 40
SURPLUS PARKING 1 40
TOTAL 175
RESTRICTIONS/REQUIREMENTS ASSOCIATED WITH THE STANDARDS ABOVE:
1. Parking not on a lot shall be shared between all Blocks within the development.
2. See clubhouse parking calculations below on this sheet for details.
CLUBHOUSE PARKING CALCULATIONS
FOOTPRINT 2,019 SF
COMMERCIAL AREA 2,019 GSF
MINUS PERIMETER WALL 101 GSF
ADJUSTED GSF 1,918 GSF
80% (NET TO GROSS) 1,534 NSF
SPACES REQUIRED (1/200 NSF) 8
358 44 402 509
NOTES:
1. BUILDING TYPES IDENTIFIED ARE AS FOLLOWS:
A = SINGLE-FAMILY DETACHED HOMES
B = 24' TOWNHOME (2-CAR GARAGE)
C = 20' TOWNHOME (WITH OR WITHOUT A 1-CAR GARAGE)
D = 16' TOWNHOME (NO GARAGE)
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The anticipated street section will be the following:
2" of SM-9.5A Surface Course
3" of BM 25 Base Course
8" of VDOT #21 A Stone Base
ROAD W
The anticipated street section will be the following:
2" of SM-9.5A Surface Course
3" of BM 25 Base Course
6" of VDOT #21 A Stone Base
ROAD 'C'
The anticipated street section will be the following:
2" of SM-9.5A Surface Course
3" of BM 25 Base Course
6" of VDOT #21 A Stone Base
ROAD 'D'
The anticipated street section will be the following:
2" of SM-9.5A Surface Course
3" of BM 25 Base Course
8" of VDOT #21 A Stone Base
M
ROAD 'E'
The anticipated street section will be the following:
2" of SM-9.5A Surface Course
3" of BM 25 Base Course
6" of VDOT #21 A Stone Base
ROAD T'
The anticipated street section will be the following:
2" of SM-9.5A Surface Course
3" of BM 25 Base Course
6" of VDOT #21 A Stone Base
ROAD 'G'
The anticipated street section will be the following-
2" of SM-9.5A Surface Course
3" of BM 25 Base Course
6" of VDOT #21 A Stone Base
NOTES:
1. Plan replaces TERRA CONCEPTS, P.C. Approved Application Plan
dated 9-17-2007. No Changes have been proposed to this sheet.
2. The sections shown are intended to be conceptual and for the use of
rezoning purposes only. Road character will remain consistent unless
VDOT or Albemarle County Engineering required revisions during the
Site Plan Review process. The Owner reserves the right to reduce
pavement width and road section as necessary to satisfy agency reviews.
ROAD ASSOCIATION:
ROAD A
= WILLOW GLEN DRIVE, 109' ROW
ROAD B
= PRESTWICK GLEN DRIVE, 673' ROW
ROAD C
= HEATHROW GLEN CIRCLE, 63' ROW
ROAD D
= SHANNON GLEN DRIVE, 55' ROW
ROAD E
= TRADEAU COURT, 30' ROW (PRIVATE)
ROAD F =
HARTFIELD COURT, 30' ROW (PRIVATE)
ROAD G
= TEMPLEHOF COURT, 30' ROW (PRIVATE)
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6-8' INSTALLED
EVERGREEN
SCREENING HEDGE;
10' ON -CENTER- MIN.;
SPECIES TO BE
DETEMINED DURING
FINAL SITE PLAN
PROCESS
TRADEAU CT. 1- 3'
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p ppp ppp p p xx x °°6
LOTS 3.1-3.14 p ° pp
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1-
A CONCEPTUAL LANDSCAPE BUFFER °°°°°°°°° °° °°°°°° ° ° x x x x x x x °°°°°
p p°°°° p p
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FA OVA
x X x x AMENITY SPACE
x x x
0 30' 60' 120'
\-- PHASE 1
COMPLETED AND APPROVED
(ZMA 200600019 ON 10110/2007)
°
RECREATIONAL
OPEN SPACE
NOTES:
1. The Trails shall be a minimum of five (5) feet in width. Trail grades shall be a 10% maximum
longitudinal grade with a 2% maximum cross -grade.
2. The trails must be paved with "crush run" material (min.) as described in the County's Design
Manual under Class B, Type 2.
3. All trail locations are approximate. Final locations shall be approved by the Director of Planning.
4. The trails shall be maintained by the Homeowner's Association.
5. The units, trails, tot lot, clubhouse, possible pool and the utilities shown are for
Illustrative/Reference purposes only and subject to change at the Final Site Plan review and/or in
the future. At a minimum, the Central Green, Clubhouse, two Tot Lots and Pavilions, or
equivalent facilities to meet the requirements in Section 4.16, will be required.
BLOCK OPEN SPACE AND AMENITY SPACE
BLOCK/PHASE
PROJECT
AREA
REQ.MIN. OPEN SPACE
AND AMENITY SPACE
OPEN SPACE / AMENITIES (sf)
OPEN
SPACE
AMENITY
SPACE
PHASE 1
4.613
25% OF
GROSS SITE
54709.61
0
20.22%
PHASE 2
BLOCK 1
BLOCK 2
BLOCK 3
BLOCK 4
BLOCK 5
BLOCK 6
BLOCK 7
BLOCK 8
OTHER
20.229
12,717.00
0
4.70%
36,334.83
0
13.43%
5,472.25
0
2.02%
23,354.88
0
8.63%
270, 529.38 SF
82,893.13
0.00
30.64%
0
60356.82
22.31 %
6,211 AC
32,295.36
0
11.94%
84,671.30
22,322.00
8.25%
6.076.541
0
2.25%
TOTAL 24.842 338,524.90 82,678.82 64.23%
Acres= 9.7
RESTRICTIONS/REQUIREMENTS ASSOCIATED WITH THE STANDARDS ABOVE:
1 Numbers shown are approximate and are subject to change at the Final Site Plan process.
2 "Other" refers to areas not associated with a block and outside the right-of-way.
3 Amentities and their locations will be determined during the Final Site Plan process.
4 Open Space within the right-of-way (ROW) is not included above.
240'
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NOTES:
1. Plan replaces TERRA CONCEPTS, P.C. Approved Application Plan
dated 9-17-2007.
2. Storm sizes will be determined during Site Plan review.
3. Waterline sizes are assumed to be 8" D.I.P, until determined otherwise
during Site Plan review.
4. Sanitary Sewer sizes are assumed to be 8" PVC, until until determined
otherwise during Site Plan review.
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