HomeMy WebLinkAboutSDP201400004 Plan - Approved 2014-01-22a
LEGEND
EXIST
NEW
DESCRIPTION
16" TC'
x 125 TC
TOP OF CURB ELEVATION
165
x 125
SPOT ELEVATION
W T�V
x 125 TW
TOP OF WALL ELEVATION
165 B
x 125BW
BOTTOM OF WALL ELEVATION
CG -2
CG -2
BENCHMARK
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STORM SEWER
RD
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ROOF DRAIN
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SEWER LINE
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WATER LINE
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OVERHEAD TELEPHONE LINE
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— UGT —
UNDERGROUND TELEPHONE LINE
- PRELIMINARY GRADING PLAN
DRAIN INLET (DI)
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STORM /SANITARY MANHOLE
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C
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®
WATER VALVE & BOX
- ROAD AND WATERLINE PLAN
4-
FIRE HYDRANT
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WATER METER
- ROAD AND WATERLINE PLAN
9-01
LIGHT POLE
W
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UTILITY POLE
- ROAD AND WATERLINE PLAN
BEN N I NGTON RD
PROPERTY LINE
C
— - - —
ADJACENT PROPERTY LINE
- ROAD AND WATERLINE PLAN
ROAD
VACATED PROPERTY LINE
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BUILDING SETBACK
- LAN D5CAP I N G PLAN
_
PARKING SETBACK
W
C 15
SANITARY EASEMENT
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GRADING EASEMENT
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STORM DRAINAGE EASEMENT
NOTE:
1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN.
INITIAL SITE DEVELOPMENT PLAN FOR
OUT OF BOUNDS
TMF 06000 -00 -00 -06500
JACK JOUETT DISTRICT, ALE3EMARLE COUNTY,
VICINITY MAP SCALE: 1 "- 1,000
IMAGE PROVIDED BY GOOGLE MAPS
SHEET INDEX
AM
TREE LINE
---- - --
—-
FENCE
Daily
in
STREAM
312—
— 12—
INTERVAL CONTOUR
— :goo --
—oo—
INDEX CONTOUR
CG -2
CG -2
STANDARD 6" CURB
CG--6
CG -6
COMBINATION 6" CURB & GUTTER
- SITE OVERVIEW / PNA51 NG
°.
CONCRETE PAVEMENT / SIDEWALK
17
C5
RIPRAP
- PRELI M I NARY S ITE PLAN AN D
NMI
ASPHALT
172
CG
GRASS
- PRELIMINARY SITE PLAN AND
UTI LITE5
EC -2 MATTING
230
C7
EC -3 MATTING
- PRELIMINARY GRADING PLAN
16
WETLAND
to
to
PARKING COUNT
- PRELIMINARY GRADING PLAN
CROSSWALK
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HANDICAP ACCESSIBLE AISLE
- LOAD AND WATERLINE PLAN
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HANDICAP PARKING
NOTE:
1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN.
INITIAL SITE DEVELOPMENT PLAN FOR
OUT OF BOUNDS
TMF 06000 -00 -00 -06500
JACK JOUETT DISTRICT, ALE3EMARLE COUNTY,
VICINITY MAP SCALE: 1 "- 1,000
IMAGE PROVIDED BY GOOGLE MAPS
SHEET INDEX
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Submittal Type
Reviewed and Approved by the
Community Development Department
Date_ - 2 -
File #__�Ql -�
VIRGINIA
g at re
OWNER / DEVELOPER
OWNER:
BARRACKS HEIGHTS LLC,
195 RIVERBEND DR.
CHARLOTTESVILLE, VA 2291 1
1 730 OWEN5FIELD DR
CHARLOTTESVILLE 22901
MAGISTERIAL DISTRICT
JACK JOUETT
ZONING
NEIGHBORHOOD MODEL DISTRICT PER APPROVED ZMA
2012-00003 APPROVED NOVEMBER 16, 2013
SOURCE OF TITLE
DB 4254 PG GGO
TMP 00000- 00- 00 -OG50Q (9.42 ACRES TOTAL)
BENCHMARK
SITE DATUM NAVD88
STORM MH TOP ELEVATION 570.07 AT SITE ENTRANCE ON BARRACKS RD
SANITARY MH TOP ELEVATION 553.60 AT SMITHFIELD CT.
SOURCE OF BOUNDARY & TOPO
BOUNDARY PLAT BY ROGER W. PAY * ASSOCIATES, INC. DE, 3875 PG G5
(04/2,5/2010). TWO (2) FOOT CONTOUR INTERVAL TOPOGRAPHY FROM LOUISA
AERIAL SURVEYS, INC (03/23/13). FIELD SURVEY OF BENNINGTON ROAD AND
OFF5ITE UTILITIES BY ROGER W. RAY INC.
BUILDING HEIGHT
SEE LOT /PARKING /GUIDING REGULATIONS TABLE ON SHEET C2
SETBACKS
SEE LOT /PARKING /GUIDING 2 GULATION5 TABLE ON SHEET C2
EXISTING USE
SINGLE RESIDENTIAL UNIT
PROPOSED (SE
I SINGLE FAMILY UNIT
8 MULTI FAMILY AFFORDABLE UNITS
2G TOWNHOME UNITS
21 TOWNHOME VILLA TYPE UNITS
RESIDENTIAL DENSITY: 5G UNITS / 9.42 AC = 5.94 UNITS PER ACRE
LAND USE SCHEDULE
EXISTING Area % PROPOSED Area %
Building 2,793.8 .70% Buildincg 59,083.1 14.4%
Gravel Driveway 6,220.0 1.5% Road 09,577.7 17.0%
Totallmpervious 9,013.8 2.2% Sidewalk 30,537 7.4%
Open space 401,321.4 97.5% Total Impervious 1 28,000.8 38.8%
Total = 410,335.2 SF (9.42 ac.) Open space 281 ,674.4 08.0%
WATERSHEDS Total= 410,335.2 (9.42 ac.)
THIS 51TE LIES WITHIN THE MEADOW CREEK WATERSHED.
LIGHTING
OUTDOOR LIGHTING WILL BE SHOWN ON THE FINAL SITE DEVELOPMENT PLAN.
FLOOD ZONE
ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP, EFFECTIVE DATE FEBRUARY 4,
2005 (COMMUNITY PANEL 5 1003CO2G7D), THIS PROPERTY DOES NOT LIE IN A ZONE A
100 -YEAR FLOOD PLAIN.
PARKING
REQUIRED PARKING (FOR MULTI FAMILY IN BLOCK 3): ALL TOWNHOMES IN BLOCKS 1-5 SHALL
1.5 SPACES PER UNIT FOR 8 UNITS HAVE 2 PARKING SPACES AVAILABLE IN
12 SPACES REQUIRED GARAGES. GUEST PARKING MEETING
THE MINIMUM REQUIREMENT OF /4
PARKING PROVIDED (FOR BLOCK 3): SPACE PER UNIT IS PROVIDED ONSTREET
12 SPACES AND IN ADDITIONAL SPACES BETWEEN
GUEST PARKING AVAILABLE ON ROAD A GARAGES AND THE SIDEWALK ON EACH
DRIVEWAY.
TRASH REMOVAL
EACH UNIT WILL HAVE AN INDIVIDUAL TRASH CAN.
TRIP GENERATION
TRAFFIC GENERATION NUMBERS BY EPR PC, AS APPROVED WITH THE APPLICATION PLAN.
AM
C I
-
COVER 511E ET
city
Daily
in
C2
-
PROI`I =ERS * LOT REGULATIONS
C3
- EXISTING CONDITIONS * DEMO PLAN
C4
210
- SITE OVERVIEW / PNA51 NG
226
6
17
C5
9
- PRELI M I NARY S ITE PLAN AN D
UTI LITI E5
$
172
CG
6
- PRELIMINARY SITE PLAN AND
UTI LITE5
Townhomes
230
C7
219
- PRELIMINARY GRADING PLAN
16
15
7
C8
- PRELIMINARY GRADING PLAN
C9
- LOAD AND WATERLINE PLAN
GEORGETOWN RD
617
11
C 10
44
- ROAD AND WATERLINE PLAN
GEORGETOWN RD
C1
1
- ROAD AND WATERLINE PLAN
GOAD "A" * ROAD SECTIONS
total peak,
W
C 12
- ROAD AND WATERLINE PLAN
BEN N I NGTON RD
C
C 13
- ROAD AND WATERLINE PLAN
ROAD
N
C 14
- LAN D5CAP I N G PLAN
U
W
C 15
- AMENITY SPACE / GREEN SPACE PLAN
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S, �h
Submittal Type
Reviewed and Approved by the
Community Development Department
Date_ - 2 -
File #__�Ql -�
VIRGINIA
g at re
OWNER / DEVELOPER
OWNER:
BARRACKS HEIGHTS LLC,
195 RIVERBEND DR.
CHARLOTTESVILLE, VA 2291 1
1 730 OWEN5FIELD DR
CHARLOTTESVILLE 22901
MAGISTERIAL DISTRICT
JACK JOUETT
ZONING
NEIGHBORHOOD MODEL DISTRICT PER APPROVED ZMA
2012-00003 APPROVED NOVEMBER 16, 2013
SOURCE OF TITLE
DB 4254 PG GGO
TMP 00000- 00- 00 -OG50Q (9.42 ACRES TOTAL)
BENCHMARK
SITE DATUM NAVD88
STORM MH TOP ELEVATION 570.07 AT SITE ENTRANCE ON BARRACKS RD
SANITARY MH TOP ELEVATION 553.60 AT SMITHFIELD CT.
SOURCE OF BOUNDARY & TOPO
BOUNDARY PLAT BY ROGER W. PAY * ASSOCIATES, INC. DE, 3875 PG G5
(04/2,5/2010). TWO (2) FOOT CONTOUR INTERVAL TOPOGRAPHY FROM LOUISA
AERIAL SURVEYS, INC (03/23/13). FIELD SURVEY OF BENNINGTON ROAD AND
OFF5ITE UTILITIES BY ROGER W. RAY INC.
BUILDING HEIGHT
SEE LOT /PARKING /GUIDING REGULATIONS TABLE ON SHEET C2
SETBACKS
SEE LOT /PARKING /GUIDING 2 GULATION5 TABLE ON SHEET C2
EXISTING USE
SINGLE RESIDENTIAL UNIT
PROPOSED (SE
I SINGLE FAMILY UNIT
8 MULTI FAMILY AFFORDABLE UNITS
2G TOWNHOME UNITS
21 TOWNHOME VILLA TYPE UNITS
RESIDENTIAL DENSITY: 5G UNITS / 9.42 AC = 5.94 UNITS PER ACRE
LAND USE SCHEDULE
EXISTING Area % PROPOSED Area %
Building 2,793.8 .70% Buildincg 59,083.1 14.4%
Gravel Driveway 6,220.0 1.5% Road 09,577.7 17.0%
Totallmpervious 9,013.8 2.2% Sidewalk 30,537 7.4%
Open space 401,321.4 97.5% Total Impervious 1 28,000.8 38.8%
Total = 410,335.2 SF (9.42 ac.) Open space 281 ,674.4 08.0%
WATERSHEDS Total= 410,335.2 (9.42 ac.)
THIS 51TE LIES WITHIN THE MEADOW CREEK WATERSHED.
LIGHTING
OUTDOOR LIGHTING WILL BE SHOWN ON THE FINAL SITE DEVELOPMENT PLAN.
FLOOD ZONE
ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP, EFFECTIVE DATE FEBRUARY 4,
2005 (COMMUNITY PANEL 5 1003CO2G7D), THIS PROPERTY DOES NOT LIE IN A ZONE A
100 -YEAR FLOOD PLAIN.
PARKING
REQUIRED PARKING (FOR MULTI FAMILY IN BLOCK 3): ALL TOWNHOMES IN BLOCKS 1-5 SHALL
1.5 SPACES PER UNIT FOR 8 UNITS HAVE 2 PARKING SPACES AVAILABLE IN
12 SPACES REQUIRED GARAGES. GUEST PARKING MEETING
THE MINIMUM REQUIREMENT OF /4
PARKING PROVIDED (FOR BLOCK 3): SPACE PER UNIT IS PROVIDED ONSTREET
12 SPACES AND IN ADDITIONAL SPACES BETWEEN
GUEST PARKING AVAILABLE ON ROAD A GARAGES AND THE SIDEWALK ON EACH
DRIVEWAY.
TRASH REMOVAL
EACH UNIT WILL HAVE AN INDIVIDUAL TRASH CAN.
TRIP GENERATION
TRAFFIC GENERATION NUMBERS BY EPR PC, AS APPROVED WITH THE APPLICATION PLAN.
wj�jNLTTJ OF
U JUSTIN M. SHIMP
Lie. No. 45183
1-16 w�
o �w
AM
PM
Use Description
ITE
city
Daily
in
out
In
out
Attached Homes (villas)/Single-
family Detached Hoare
210
19
226
6
17
16
9
Multi-family "Affordables,"
220
$
172
2
6
14
8
Townhomes
230
29!
219
3
16
15
7
total
617
11
39
44
1 24
:
5d
67'
total peak,
617
wj�jNLTTJ OF
U JUSTIN M. SHIMP
Lie. No. 45183
1-16 w�
o �w
PROFFERS
ZMA 2012 -00003 was approved on November 18, 2013 by the Albemarle County Supervisors with the following
Proffers:
Affordable Housing. The Owner shall provide 8 affordable housing units, in accordance with guidelines established
by the Albemarle County Department of Housing and approved by the Albemarle County Board of Supervisors on
February 4, 2004, within the Project in the form of 2 —unit stacked multi — family buildings constructed on four
(4) attached lots. The multi — family buildings shall be comprised of upper and lower level residential units 7/8,
9/10, 11/12, and 13/14 as shown on the Application Plan. Each two —unit apartment building shall be owned by
the same owner and each two —unit building shall be located on a single lot. Before the Owner applies for a
building permit for any residential unit within Block 1 of the Project, as defined in the Application Plan, the
Owner shall have offered for rent, as provided herein, each Affordable Housing Unit within the Project. The
Owner shall convey the responsibility of constructing the affordable units to the subsequent owners of lots
designated affordable on the site development plans or plats.
For —Rent Affordable Units.
(1). Rental Rates. The initial net rent for each for —rent affordable unit shall not exceed the
then — current and applicable maximum net rent rate approved by the County Housing Office. In each subsequent
calendar year, the monthly net rent for each for —rent affordable unit may be increased up to three percent
(3 %). For purpose of this proffer statement, the term "net rent" means that the rent does not include
tenant —paid utilities. The requirement that the rents for such for —rent affordable units may not exceed the
maximum rents established in this paragraph shall apply for a period of ten (10) years following the date the
certificate of occupancy is issued by the County for each for —rent affordable unit, or until the units are sold as
low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers
Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable
Term "). The Owner of each Affordable Rental Unit shall, at the request of the Albemarle County Office of
Housing, provide written reports documenting rental rates and occupancies of the affordable units.
(2). Conveyance of Interest. All deeds conveying any interest in the for —rent affordable units during
the Affordable Term shall contain language reciting that such unit is subject to the terms of this paragraph 1.
In addition, all contracts pertaining to a conveyance of any for —rent affordable unit, or any part thereof, during
the Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by
this paragraph 1. At least thirty (30) days prior to the conveyance of any interest in any for —rent affordable
unit during the Affordable Term, the then — current owner shall notify the County in writing of the conveyance and
provide the name, address and telephone number of the potential grantee, and state that the requirements of
this paragraph 1(2) have been satisfied.
2. Residential Units. There will be a maximum of 56 dwelling units on 52 lots within the development. The existing
house and adjacent garage is identified on the Application Plan as a single — family detached dwelling unit.
Forty —seven (47) of the 56 dwelling units are identified on the Application Plan as single — family attached
dwelling units. The remaining four (4) lots are identified on the Application Plan as having two (2) dwelling units
per lot: a 2 —unit stacked multi — family building. The units on these four (4) lots shall be constructed and
maintained as two — family dwelling units as defined in the Virginia Uniform Statewide Building Code, The
Declaration of Covenants for Out of Bounds shall contain the following language for the 8 units: "The
multi — family /ADU units on lots 7/8, 9/10, 11/12, and 13/14 within Out of Bounds are constructed and must be
maintained as two — family dwelling units as defined in the Virginia Uniform Statewide Building Code."
3. Cash Proffers for Residential Units. The Owner shall contribute cash for each new residential unit in excess of
the nine (9) residential units the Owner has demonstrated could be constructed under R -1 Residential zoning in
existence at the time of this zoning map amendment and that is not classified as an affordable unit for the
purposes of addressing the fiscal impacts of development on the County's public facilities and infrastructure, i.e.
schools, public safety, libraries, parks and transportation. The cash contributions shall be Twenty Thousand Four
Hundred Sixty and 51/100 dollars ($20, 460.51) cash for each new single family detached dwelling unit. The
cash contributions shall be Thirteen Thousand Nine Hundred Thirteen and 18/100 dollars ($13;,913.18) cash for
each single family attached or townhouse dwelling unit. The cash contribution shall be paid at the time of the
issuance of the building permit for each new unit, unless the timing of the payment is otherwise specified by
state law.
Beginning January 1, 2014, the amount of the cash contribution required by this proffer shall be adjusted
annually until paid, to reflect any increase or decrease for the proceeding calendar year in the Marshall and Swift
Building Cost Index (°MSI'. In no event shall any cash contribution amount be adjusted to a sum less than the
amount initially established by this proffer. The annual adjustment shall be made by multiplying the proffered
cash contribution amount for the preceding year by a fraction, the numerator of which shall be the MSI as of
December 1 in the preceding calendar year, and the denominator of which shall be the MSI as of December 1 in
the year preceding the calendar year most recently ended.
4. Public Road Improvements. At its sole expense, the Owner shall plan, design, bond and construct the following
road improvements in the location shown on the Application Plan. The improvements shall be designed and
constructed to County and VDOT standards, including the design and construction of related drainage, slope and
utility easements, as applicable. Either as a condition for the issuance of the first certificate of occupancy for
any structure or upon request by VDOT, whichever is sooner, the Owner shall complete construction of the
improvements described in paragraph B. As a condition for the issuance of the first certificate of occupancy for
any structure on the Property, the Owner shall complete construction of the improvements described in paragraph
C. Construction of travel lane improvements shall be deemed complete when the County Engineer determines
that the roadway is safe and convenient for traffic.
A. Bennington Drive Connection. A public road shall be constructed from Westminster Road to the extension
of Georgetown Road through the existing platted 50' ROW as shown on sheet 7 of the Application Plan.
The road shall be 24' in width from face of curb to face of curb and a single 5' sidewalk shall be
provided on one side of the road.
B. Modification to Signal at Barracks and Georgetown. The Owner shall design and construct modifications to
the traffic signal at the site entrance to accommodate the extension of Georgetown Drive into the
Property as shown on the Application Plan. The modifications to the existing signal will provide a new
(fourth) leg for the signal that will allow vehicles to exit the Property at the intersection.
C. Modifications to Existing Turn Lane. The Owner shall extend the existing east bound left turn lane from
Barracks Road onto Georgetown Road as shown on Sheet 4 of the Application Plan to provide 150' of
total vehicle storage length.
5.Offsite Drainage Repair and Maintenance.
Impacted Properties:
The properties with drainage channels pertaining to this paragraph 5, are as follows:
TMP 60D, Section H, Parcels: 3,4,5,6, 12,13,14,15, 16A, 28 and 29, AND TMP 60D, Section F, Parcels 7 and
8.
Definitions:
As used in this proffer the term fully flowing channel shall mean: Drainage channel clear of any
impediments that in the opinion of the County Engineer would prevent storm water runoff from freely flowing
through the channel.
As used in this proffer the term existing channel conditions shall mean: The shape, slope, lining conditions,
width, side slope and vegetative state of the existing storm water channel that follows the existing drainage
easement as approximately shown on the plat recorded in DB 485 PG 522 and in the condition as it exists
today.
As used in this proffer the term impacted property owner shall mean: A property owner of a lot that it is
physically impacted by the proposed repair or maintenance of the drainage channel. The impacts may be
those caused from direct repair or maintenance of the channel on the property or the movement of
materials or equipment through a property to maintain the drainage channel on a neighboring property.
As used in this proffer the term permission from impacted property owner shall mean: written permission
obtained from the property impacted by performing required maintenance or repairs. The Owner will send the
request to the impacted property by certified mail. If the impacted property does not respond to the initial
request within 15 days a second certified letter shall be sent. If the impacted property owner does not
respond in the affirmative within 10 days the permission will be deemed to be denied. The current acting
president of the Canterbury Hills Association shall be copied on all correspondence to impacted property
owners.
As used in this proffer the term drainage channel shall mean: the portion of the channel through the
Canterbury Hills neighborhood (as shown approximately on the attached Exhibit A) that that is composed of
the underground drainage system located on the northeast side of Smithfield Road, the drainage pipe under
Smithfield Road, the drainage pipe located on the southwest side of Smithfield Road, the stone —lined ditch
located at the end of that pipe, the portion of the creek from the end of the stone —lined ditch until it
goes under Westminster Road.
At its sole expense, the Owner shall perform initial repairs and provide continuing maintenance of the drainage
channel through the Canterbury Hills neighborhood as shown approximately on the attached Exhibit A. The task
associated with the repairs and maintenance as outlined below shall be conditioned on the ability of the Owner
to obtain written permission from impacted property owners whose property would be physically impacted by the
repairs or maintenance. There shall be no obligation on the Owner to perform maintenance or repairs on an
impacted property owner's property if permission from the impacted property owner is not obtained. Any damage
done to existing vegetation, landscaping, or structures on the impacted properties during repair or maintenance
shall be repaired or replaced at the Out of Bounds Owner's expense.
The obligations of this proffer shall pass from the Owner to the Home Owners Association (HOA) of Out Of
Bounds upon establishment of the HOA.
A.Initial Repairs. Prior to the Owner requesting issuance of a building permit for the Property, the Owner
shall perform repairs to the drainage channel as necessary to maintain a fully flowing drainage system.
This will include removal of logs and debris from the drainage channel, removal of brush and shrubs
overgrown within the drainage channel and removal of silt deposits in the drainage channel or pipes within
the limits of the drainage system to be repaired. The storm drainage structure shown as structure #1 on
Exhibit A shall be modified to prevent clogging by modification of the structure grate and ditches
approaching the structure as approved by the County Engineer and VDOT.
B. Maintenance. The Owner shall perform yearly inspections of the drainage channel to determine if any
additional maintenance or repairs are needed to maintain a fully flowing channel. Any debris or
impediments that would reduce the capacity of the drainage channel and or pipes in the drainage system
shall be removed either during inspections or, if it is not possible to do so during the inspection, within 7
days thereafter to maintain the drainage channel as a fully flowing channel. The Owner shall submit an
inspection report to the County Engineer within 30 days after each inspection. The report shall identify all
needed repairs, describe the nature of the repairs to be made, and state the time within which the
repairs will be completed. The County Engineer may, within 14 days after receipt of the inspection report,
require that the repairs identified in the inspection report be completed in less time than proposed by the
Owner if the County Engineer determines that it is reasonable and necessary under the circumstances to
require the repairs to be completed within the time he determines, taking into consideration the nature of
the repairs, their complexity, and the risk of imminent damage to the impacted property owners'
properties if the repairs are not timely made. All maintenance and repairs shall be completed to the sole
satisfaction of the County Engineer. At the request of the Canterbury Hills Association in writing, the
Owner shall perform up to two (2) additional inspections and repairs per year. The Owner shall provide a
copy of the request to the County Engineer within 14 days after its receipt. Any needed maintenance or
repairs identified during an inspection shall be made at the Owner's sole expense.
C. New Drainage Improvements. The Owner shall pay 5% of the cost for the construction of any new
drainage improvements associated with the drainage channel initiated by the Canterbury Hills Association
or any impacted property owner if the Association or the impacted property owner provided written notice
of the improvements to be constructed and their cost to the Owner prior to the physical construction of
the improvements commencing. The Owner shall provide a copy of the written notice to the County
Engineer within 14 days after its receipt. Payment shall be made by the Owner to the Association or the
impacted property owner within 60 days after receipt of proof of payment for said construction. The
Owner shall provide a copy of the proof of payment to the County Engineer within 14 days after its
receipt. The new drainage improvements shall be considered to be part of the drainage channel and the
Owner shall maintain the new improvements as such at its sole expense as provided in this proffer and,
in particular, in paragraph B.
OPEN SPACE
PROVIDED
OPEN SPACE
AREA
OPEN SPACE A
.97
OPEN SPACE B
.22
OPEN SPACE C
1.30
OPEN SPACE D
.40
TOTAL:
2.89 AC
DEVELOPMENT BLOCK SUMMARY
PERMITTED
PERMITTED
MAXIMUM
MIN. RES. LOT
BLOCK
ACREAGE
USE
RESIDENTIAL
RESIDENTIAL
SIZE
BUILDING TYPES
DENSITY
SETBACK
BLOCK 1
1.20
RESIDENTIAL
TOWNHOUSE
6 UNITS
3200 SF
BLOCK 2
0.68
RESIDENTIAL
SF RESIDENTIAL
I SFD UNIT
21,780 SF
BLOCK 3
0.57
RESIDENTIAL
TOWNHOUSE
I I UNITS
1 500 SF
MULTI - FAMILY
BLOCK 4A
0.77
RESIDENTIAL
TOWNHOUSE
6 UNITS
3200 SF
BLOCK 4B
0.78
RESIDENTIAL
TOWNHOUSE
6 UNITS
3200 SF
BLOCK 5
1.34
RESIDENTIAL
TOWNHOUSE
26 UNITS
1 500 SF
BLOCK GA
1.25
OPEN SPACE
N/A
N/A
N/A
BLOCK GB
0.33
OPEN SPACE
N/A
N/A
N/A
BLOCK GC
0.43
OPEN SPACE
N/A
N/A
N/A
BLOCK GD
0.34
OPEN SPACE
N/A
N/A
N/A
BLOCK GE
0.14
OPEN SPACE
N/A
N/A
N/A
INTERNAL
A SHARED WALL)
RIGHT -OF -WAY
1.59
PUBLIC R.O.W.
N/A
N/A
N/A
DEDICATION
BLOCK 413
32'
1 8' - 25'
N/A
BUILDING 5EPARATION
FOR BUILDINGS WITHOUT
15'
45'
56 MAXIMUM
TOTAL
9.42
A SHARED WALL)
(NOTE 2)
LOT/ PARKING / BUILDING REGULATIONS
FRONT
PARKING
SIDE BUILDING
REAR BUILDING
MAX BLDG
BLOCK
MIN LOT WIDTH
BUILD -TO -LINES
SETBACK
SETBACK
SETBACK
HEIGHT
15' (WITH MINIMUM G'
BLOCK 1
32'
18' - 30
N/A
BUILDING SEPARATION
30'f KOM KOUTE
45'
FOR BUILDING5 WITHOUT
A 5HARED WALL)
BLOCK 2
N/A
N/A
N/A
3'
15'
351
15' (WITH MINIMUM G'
BLOCK 3
18,
G1_ 18'
50' FROM ROUTE G54
BUILDING SEPARATION
FOR BUILDING5 WITHOUT
15'
45'
A SHARED WALL))
15' (WITH MINIMUM G'
BLOCK 4A
32'
1 8' - 25'
N/A
BUILDING SEPARATION
FOR BUILDINGS WITHOUT
15'
45'
A SHARED WALL)
15' (WITH MINIMUM G'
BLOCK 413
32'
1 8' - 25'
N/A
BUILDING 5EPARATION
FOR BUILDINGS WITHOUT
15'
45'
A SHARED WALL)
15' (WITH MINIMUM G'
BLOCK 5
18,
8' - 15'
N/A
BUILDING SEPARATION
15'
45'
FOR 13UILDING5 WITHOUT
A SHARED WALL)
OA
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� O!��N,LTH Op
U JUSTIN M. SHIMP >
Lic. No. 45183
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CANTERBURY HILLS, CANTERBURY HILLS
Existing DI to be SECTION 1, DB 388 WESTMINSTER ROAD .\ SECTION FOUR
Relocated .�:- _ 50 _ROW) D.B.454 -148 PLAT_
PG 576 (PLAT) _ SECTION THREE, D.B.393 -295 P-CA� - -
H HILLS, S Ex. Tree
CANTERBURY o Be
TMP ` TMP 060DO -00 —OF -00400
__ O�ODO -00 —OF -002 0
-- - - TMP TMP Qiao or Fang Xu TMP Tryon F. Jr. 8c
TMP TMP 060DO- 00 —OF- 001001 Xie 060DO -00 —OF -00300 Jervey P. Bauer
TMP + 060D0 -00 —OE I
TMP 060DO -00 —OE —00500 I 060DO -00— E I Arthur M. DB 2698 PG 456 James Spencer or DB 454 PG 303
LU TMP I 060D0 -00 —OE TMP
—00400 I —00600 y Johanna L. Zoned: R2 —AIA I Diane Nevers Zoned: R2 —AIA
CURB TO BE REMOVED — — — —00200 —00300 I I Juanita M. Purvis, Shallowa I I Use: Sin Iq, Fa i� - - - -\
FOR LEFT TURN LANE �, I 060D0 00 OE 00100, I I Jason R. or Amy Trustee Willie E. Thomas_ Cl) y se: Single Family, Blyd�o�ng , ,y, \
INSTALLATION ' William W. Clegg III Joseph R. 8c Marvin L. & Haze E. K. Chestnutt I DB 1582 PG 540 W DB 401 PG 437 �� Resi ence ,% 64� PC /651, ��`�e id�n e ca �\
g I Noreen S. I DB 2882 PG 623, ^ Z I ,
W �c Sarah B. Bates B. Colker DB 3615 PG 1941 Zoned: R2 —E —AIA Z ��ne A Coned/. R2�AIA/ / I ,TMP 060D0 -00 —OF -00600
EXISTING 15" I Hannemann I DB 439 PG 392 ' I Zoned:
°- CO �eol ge W. & Sue F. Erickson
I �fORM SEWER Trustees + + Zon d: 2_ —A I Use: Single Fami 0 0 / � SI gle i y �k � `� s Sin lei F r-rili ` \,,, \`,� \ +\
B DB 509 PG 390 1 Zoned: Z Re idenfce gy /
VDOT CONTROL ,a W 124 PG 475 R2 ,ESC AIA SI I amil ' Residence,- DB 3247 PG 320
I Zone _ _ y+h�,- y ,� Reider�ce I I +
MONUMENT FOUND , Zoned: R2 —E —AI ,�;I R2' EC AI/� se �'n Family'/' °- / , , I I I , , RIPE, ,\ , Zoned: R2 —AIA
\ /
R/2 —EC —�C r y R nce 1 �ouNu \
1 g y / ,r , , , I + , , \ ` \ `, \
\ - a se. Sirs- e.' amll R siden 1109. I + Use: Forest
s Sin le I'd I � �� '55'34"W
JITI LINE e,Sl en,//c e /'` ReSiq,�� nce S50
<„ R e C e h / . ".'' "`'" "r 9 7 8.46 _ - -- / ' ' ' I i i \ ` \ `\ ` \ `\
`., i:,� \�S °10'27 �' % i � CFO -I - - -- F4 (-
EXISTING SIGNALIZED S44 °06'47 "�lV \ l� � /� / / , , FUND , � / � / i \ \ \ \ \
INTERSECTION TO BE 8.00' 1 \ 122 h �/ / , , / �/ / �, �, I \\ \\ \\ , . \ \ \\ I Q
Ex. Vole , , , \. \
� ,. \ M� \060D0 -00 —OF -00700 �
RECONFIGURED FOR FOUR ` , 1'1.27 , herwin H. Jr. Bc
N
r .,.F , , , \ O / � Ex. Tred irre \ \ ,
LEG INTERSECTION ..�- � / � , / \ \ + \ ' ,' /' , , / `, `\ `` \\ \ '+ `, \
SIGNAL DETAILS TO BE (,�'�:�� =�Igna Pol / \ , , ,
PROVIDED WITH FINAL \ IRdN / /' ' \ , I ` Tar Be Removed /+ `' + +
—_- % re ain ' / / \ Elizabeth M. Terry ci
\ (Typ.) , i / r I I I t , Ln
SITE PLAN. REFER TO°'' °' �,fEx. Cork. lab DB 509 PG 001
SIGNAL DESIGN PLAN - igaa�` ox I I \.1 : l i i \ \ + i I /% i / / ___ - -- ' -' ,'' i >' ; i i I I t1)
EP PC — -- [ �"fc be re - c \ o� I \ Q i / ,' / I I Zoned: R2 —AIA ,
PAVED,.,,„_..-....-.^ ^ °. °.a- '.'_.SIKvx!n.`....' -,. A' \ 1. NATE \�� ' V To T emo d Us/e: I g e
VALVE ` I . Ex Grav�l I / +\ / '^ '' / / 00
_ _ Ex reetine , , / , / ,t
65 \ ,- Ve
'n I Family Rese t
\
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_ STATE �? \\ \` yp , _ _ -/ - -- --
\s \ Tree To Te I I ' ` co
OF PAYENENT �� I�O AD \ \\ E3, \..* \ 1 , I O / ' — / ( / / _ '/
/ ,'' 8 T ., / / '' / / ove
GEOR I - , \ ,, - ,,, - 60D —0 — -
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SLpENAK I I �,-- -' TMP 0000 00 ,�10 060 // ,,'' Nancy Lee Y. K zu`brr To IBe Removed , , 1 ''
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\ \ \p \ Ex. 6' nail Pole I , ' ' r - - - - - -- PG",-66'0 I _ --
c i I
and irind box � , � 1 / � � / / E _gees ��� ��/ Zoned: R
/ DB 4254 '
\ I: i to b' relo6ated i `, ii ,� v // r ,/ -- / J — ,/ �o ,
ASEMEN[ I , , I r , I/ , ���'3882 PG 32.7 ,� To,��e Removed I�r� Q \ o
PERMANENT E c� I + I - -- iry Ie�1 -f
_ ,
SIGHT DISTANCE \ \\ `� �o4 Ex. Historic'\ ', - - - -'
FOR \ \ I + I + , \ + i
.1405 -207) \\ � �\ I , � , � .- DB 34��' PG X09 - '-___ _' - - -, P09T
\\ G 1 } \ Hom Site ` / O — , �, r.
( WELL — — — __- _D& X439 P,G 70,5 _ - - — _ =_ W
D . B \ ��r I , \ I` , �+ - �\ To R a i n + / _ _ _ _ ,' �J / _ _ _ _ _ _ \ _ __..._ FENCE i x \ ,
- ilk I I - - - -- - - DB 31� &' P G � / 8 / `\ l'/ N /
+Trees Tb Be \ %� , _ -' _ / _ _ `\ \ \ _
POL TBR I \ \\ +t ', Remo' ed \ , � ' / �' _- - --" WB 111 PG /'306 � �' :' _ � �- -- \\ \ \ ' � .'_--= I ,/' (n
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DB__a 405 PG 2'07 ' \ - �_
\ \ � f '+ `, ''+ , \ \ \ \` \ \� ,\ l , _ - - -- _ 2 es /'' '/ -'/ ' /, ' /,i '''rl / / , -\, \ \, \1 , \ / _ S� I , -.- (or H can is S. AI ��u
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--6>\ To �emaln , \ `, \\ 1 I a \ �� \ +` ``�\ `, ` \\ \\ \\ ,' .-' , /'''l --� � ,' ,/ / \\ \ ' , i ; � - I
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Use: SingJe''Famijy- Res- 'I'dencq-' /f ��I z �'6 _Zoned: R2 —AIA
Ex. G �Kcn ge, \ \ f ` ;Ue:''Single Family Resid nce m
\4 S I I ++ Outbui s To\ ` ` `\ \\ \ ' , / ' I' I \ , , \ 9 \ \ \ / \ /
y \�� + , I \ `\ , Be Removed
EX. �reeline
y� �° / "9 \ ` \, `\ p +�` - -- ,- - - - - -- Ex. count Basin --- -____� Q
2 , \ + \
O r'> cS Q 'P\ \ �\ I + , , `E . \ Ex. Utility Pole \ \ \ i - y - _ - - --
-or'� %` \ 1\ `\ 'per+ I ; `\ ,` \ \\ ��;�' ''/ �\ To Be Removed \\ 1 \\\ \\ \\ `\(TYP )\ ` \ \\ ` \\ \ \ \\ ', _-- - - - \be Yerneved �_ - - -' /' -/ T _5 8jOD0 -00 —OF -01000
°�'�`\ `;`':� oG2 I i �1� \BEM \\ i \ �\ —� \` ass William Simmons
G \ \`\ \`\ - ` ~ \\\ \ \ ` \\ \ /'' ' '!\ ------ J` 2 Trustee
POLE '17'17"E\ ,,- ' --
0\13 4144 PC 445
S8 \ `\ \ \ \ , - - - -- _ - \ - -- - - - -- Zoned: R2— AI A
4+4.28 `\ `\ `\ ' \ � ; � __ `\ \ \\ `\ � ----------------- \` \` \ \... _..- � /' ..
. \ \ - - - - -- `\ U �ngle Family Residence
C &w,A`t \ •',� ^^�• \ 11.76'
ND-
--A7,_1—A --A
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.` _ \ -
°,\ `ON \ BIND \\ \`\ \ Ex. Fence - -' ) '`-588
TMP 060 00 —b 4E0
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University of Virginia Foundation
HUNTWOOD LANE
50 0 50 ..
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C/O Sunrise Senior Living
DB 2712 PG 325
DB 1058 PG 124 (Plat)
Zoned: PRD —EC —AIA
\\ `
� Use: Mixed Residential
\ \ ,
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LINE
DELTA
RADIUS
ARC
TANGENT
CHORD
CHORD BEARING
C1
39 °24'04"
531.96
365.82
190.47
358.65
S65 °35'15 "E
C2
1 °54'32"
523.96
17.46
1 8.73
17.45
S44 °55'51 "E
a
AL TH of
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Lic. No. 45183
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LOT 21
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LOT 22
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(BLOCK 5) WA
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LOT 24
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605
600
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ROAD "A" ROAD AND WATERLINE PROFILE
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590
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U JUSTIN M. SHIMP
Lic. No. 45183
2"
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a.
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,• 11
595
590
585
i1
575
570
A.
CROSS SECTION GEORGETOWN ROAD EXTENDED
Not To Scale
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CROSS SECTION BENNINGTON ROAD EXTENDED
Not To Scale
CROSS SECTION ROAD "B"
Not To Scale
ALTH op
o
U JUSTIN M. SHIMP
Lic. No. 45183
2"
OF SM -9.5A SUPERPAVE
a.
4 .° ..aa °
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7" — 3,000
PSI CONCRETE
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_ _ _ _
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—_ —_—
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9 TYP CAL HEAVY DUTY S D EWALK
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7
TYPICAL
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FOR
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10 CROSS
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SCALE; H: 1"=20', V: 1 " =5'
O�rALTH of ll
o
v JUSTIN M. SHIMP
Lic. No. 45183
��`SSIONAL ECG
Bennington Road
5 0' Public R 0 W
Design Speed 25 MPH
VERTICAL CURVE 1
PM STA.10 +30.00
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VERTICAL CURVE 5
27 .5 SD
453.0
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N
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BENNINGTON ROAD AND WATERLINE PROFILE
SCALE; H: 1"=20', V: 1 " =5'
O�rALTH of ll
o
v JUSTIN M. SHIMP
Lic. No. 45183
��`SSIONAL ECG
590
585
580
575
570
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585
580
575
570
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1 ROAD "B" AND WATERLINE PROFILE
C13 SCALE; H: 1 "
Existinq
Grade
>
Road B
Private Alleyway
Design Speed 25 MPH
VERTICAL CURVE 1
PVI STA.10 +20.00
_ —
Existing Grade
— Proposed Grace
Am 1^
-- 90*
HORIZONTAL
199.88SD—
5.71K—Val
/ 3' MINIMUM COVER B
ND ST 1 +77.68
VERTICAL CURVE 2
45° HORIZONTAL—/ 8" DI WATERLINE
PVI STA.11 +30.00
0
PVI ELEV.570.92
4'
x
4" DI WATERLINE
ST 1 +55.00
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" Reducer
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SAG ELEV.571.98
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1 ROAD "B" AND WATERLINE PROFILE
C13 SCALE; H: 1 "
590
585
580
575
0 +00 1+00 2 +000
2 WATERLINE PROFILE CONNECTION TO BARRACKS ROAD
C13 SCALE: HORZ: 1"=20' VERT:1 " =5'
12 +00
595
590
585
[.'1,:111
575
0 +00 1+00
3 WATERLINE PROFILE BLOCK 3 PARKING LOT
i1.i SCALE: HORZ: 1"=20' VERT:1 " =5'
13 +00
i
i
600
590
585
580
575
570
565
560
555
14 +00
(
1
Existinq
Grade
_ —
Existing Grade
— Proposed Grace
-- 90*
HORIZONTAL
/ 3' MINIMUM COVER B
ND ST 1 +77.68
45° HORIZONTAL—/ 8" DI WATERLINE
BEND ST 0 +92.85
0
BEND ST DtM.74
4'
x
4" DI WATERLINE
ST 1 +55.00
w
590
585
580
575
0 +00 1+00 2 +000
2 WATERLINE PROFILE CONNECTION TO BARRACKS ROAD
C13 SCALE: HORZ: 1"=20' VERT:1 " =5'
12 +00
595
590
585
[.'1,:111
575
0 +00 1+00
3 WATERLINE PROFILE BLOCK 3 PARKING LOT
i1.i SCALE: HORZ: 1"=20' VERT:1 " =5'
13 +00
i
i
600
590
585
580
575
570
565
560
555
14 +00
(
1
595
590
585
580
2 +00 5
_:4,VALTH op
o
U JUSTIN M. SHIMP
Lic. No. 45183
o
- `sSIONAL
T//,-ZYk�
Existinq
Grade
_ —
— Proposed Grace
—3' MINIMUM QQV'R
4'
REDUCER
4" DI WATERLINE
ST 1 +55.00
w
00
X
0
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M
LO
595
590
585
580
2 +00 5
_:4,VALTH op
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Lic. No. 45183
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GENERAL LANDSCAPE NOTES
1. A 6' —HIGH, PVC FENCE SHALL BE CONSTRUCTED ALONG THE SOUTHEAST AND SOUTHWEST
LIMITS OF THE PROPERTY TO PROVIDE YEAR —ROUND SCREENING OF THE SUBJECT SITE FROM
ADJACENT SFD RESIDENTIAL DEVELOPMENT.
2. ALL PARKING AREAS SHALL BE ADEQUATELY SCREENED FROM PUBLIC ROADWAYS AND
ADJACENT RESIDENTIAL ZONES BY PRESERVED EXISTING VEGETATION, PROPOSED OPAQUE
FENCING, PROPOSED RETAINING WALLS AND /OR EXISTING AND PROPOSED BUILDINGS.
i
—
7EXISTIWG REMAIN
FINAL LOCATION OF SCREEN FENCE RE TIVE TO PROPERTY
OUNDARIES MAY VARY FROM LOT TO TIN RESPONSE TO I
EIGHBOR'S PREFERENCE AND EXISTENC LANDSCAPE FEATURES, I
PROPOSED 6' -HIGH, SOLID PVC FENCE I EXISTING LEYLAND CYPRESS 10' -14'=
OLID BASE W LATTICE TOP - BROWN THIN OUT AS PLANTS MATURE
ROPOSED SCREEN TREES 8' -10' - I EXISTING MATURE CRAPE MYRTLE
THIN OUT AS PLANTS MATURE I
/-T OPOSED STREET TREES (A) 50' OC
��
>
PROPOSED STREET
TREES (B) 50' OC
7+
8•
RD ----__ RD
r
I�
1ESTONS'ER ROAD --------
(W ROW) ._
I
I
<; PROPOSED 6' -HIGH, SOLID PVC FENCE
SOLID BASE W/L TTICE TOP - BROWN
PROPOSED SCREEN TREES 8' -10' - [—FINAL LOCATION OF SCREEN FENCE RELATIVE TO PROPERTY
THIN OUT AS PL NTS MATURE BOUNDARIES MAY V RY FROM LOT TO LOT IN RESPONSE TO
PROPOSED STRE T TREES (A) 50' OC —� NEIGHBOR'S PREFERENCE AND EXISTING LANDSCAPE FEATURES,
Isa'PS��I�.f��lul3i7ie9►�� �•
PROPOSED STREET T EES
"HIM 4
49 45! OC
poll ��: < ► ■ FLOWER BEDS,
-SHADE
RE
`��• 1
t1i ��UU ail i
i� ll
\.111 � - - !� ■ "`- ..
`�;� � � �1 �� . ion; J ■
s _ i
ILI
INN,
,Es�� da�
,; r, ✓ {' + + < + v v v v v v — v v — v -v
PROPOSED HEDGE PLANTING
PLANT LIST
SCREENING PLANTS PERENNIAL GARDEN
KEY COMMON NAME BOTANICAL NAME QTY. SIZE CANOPY CANOPY SUB —TOTAL KEY COMMON NAME BOTANICAL NAME QTY. SIZE CANOPY CANOPY SUB —TOTAL
1 LEYLAND CYPRESS CUPRESSOCYPARIS LEYLANDII 155 4' -5 23 3,565 18 WILLOW OAK QUERCUS PHELLOS 4 1.5 "- 1,75" 370 1,480
2 BLUE POINT JUNIPER JUNIPERUS CHINENSIS 22 4' -5' 15 330 19 PIN OAK QUERCUS PALUSTRIS 4 1.5 "- 1.75" 3701 1,480
20 CRAPEMYRTLE LAGERSTROEMIA INDICA 18 6' -7' 77 1,386
STREET TREES 8 HERITAGE BIRCH BETULA NIGRA 'HERITAGE' 2 1.5 "- 1,75" 397 794
KEY COMMON NAME BOTANICAL NAME QTY. SIZE CANOPY CANOPY SUB —TOTAL
3 LONDON PLANETREE (A) PLATANUS ACERIFOLIA 31 1.5 "- 1.75" 368 11,408 HORTICULTURAL WALK
4 RED OAK (B) QUERCUS RUBRA 14 1,5 "- 1,75" 370 5,180 KEY COMMON NAME BOTANICAL NAME QTY. SIZE CANOPY CANOPY SUB —TOTAL
5 WHITE ASH (C) FRAXINUS AMERICANA 'AUT —PRP' 14 1.5 "- 1.75" 322 4,508 21 WHITE OAK QUERCUS ALBA 2 1.5 "- 1.75" 243 486
6 HOPHORNBEAM (C +D) OSTRYA VIRGINIANA 18 6' -8' 99 1,782 19 PIN OAK QUERCUS PALUSTRIS 2 1.5 "- 1.75" 370 740
BUFFERS AND EDGES 22 RED MAPLE ACER RUBRUM 2 1.5 "- 1.75" -397 794
23 SUGAR MAPLE ACER SACCHARUM 2 1,5 "- 1.75" 195 390
KEY COMMON NAME BOTANICAL NAME QTY. SIZE CANOPY CANOPY SUB —TOTAL 5 WHITE ASH FRAXINUS AMERCIANA 'AUT —PRP' 2 1.5 "- 1.75" 322 966
7 RED MAPLE ACER RUBRUM 9 1.5 "- 1.75" 397 3,573 24 DAWN REDWOOD METASEQUOIA GLYPTOSTROBOIDES 3 10' -12' 60 180
8 HERITAGE BIRCH BETULA NIGRA 'HERITAGE' 7 10' -12' 397 2,779 25 PAPERBARK MAPLE ACER GRISEUM 6 6' -8' 88 528
9 AMERICAN BEECH FAGUS GRANDIFLORA 6 1,5 "- 1,75" 177 1,062 26 WINTER KING HAWTHORNE GRATAEGUS VIRIDIS 'WINTER KING' 5 6' -8' 184 920
10 TULIP POPLAR LIRIODENDRON TULIPIFERA 5 1.5 "- 1.75" 387 1,935 27 CAROLINA SILVERBELL HALESIA CAROLINIA 6 6' -8' 123 984
11 SWEETGUM LIQUIDAMBAR STYRACIFLUA 4 1.5 "- 1.75" 249 996 28 MAGNOLIA SOULANGIANA SAUCER MAGNOLIA 4 6' -8' 145 580
12 SCARLET OAK QUERCUS COCCINEA 8 1.5 "- 1.75" 370 2,960 29 MAGNOLIA STELLATA STAR MAGNOLIA 6 6' -8' 49 294
13 REDBUD CERCIS CANADENSIS 9 6' -7' 124 1,116 30 ABIES CONCOLOR WHITE FIR 2 6' -8' 44 88
14 FLOWERING DOGWOOD CORNUS FLORIDA 9 6' -7' 124 1,116 31 BLUE ATLAS CEDAR CEDRUS ATLANTICA 'GLAUCA' 1 6' -8' 41 41
15 SERVICEBERRY AMELANCHIER GRANDIFLORA 22 6' -7' 130 2,860 32 AMERICAN HOLLY ILEX OPACA 1 6' -8' 56 56
16 NORWAY SPRUCE PICEA ABIES 4 6' -8' 41 164 16 NORWAY SPRUCE PICEA ABIES 2 6' -8' 41 82
17 DEODAR CEDAR CEDRUS DEODAR 6 6' -8' 143 858 33 COLORADO BLUE SPRUCE PICEA PUNGENS 'GLAUCA' 2 6' -8' 15 30
17 DEODAR CEDAR CEDRUS DEODAR 6 6' -8' 143 858
3 LONDON PLANETREE PLATANUS ACERFOLIA 3 1.5 "- 1.75" 368 1,104
SWIM
PROPOSED
ORNAMENTAL E.2 I.
TRFFq (Q) IN
ALLEY AS
STREET TREES
AVG. 45' OC r/
We
WICE
PROPOSED SCREEN TREES 8' -10' -
THIN OUT AS PLANTS MATURE
ADDITIONAL TREE PLANTINGS TO FILTER
VIES AND PROVIDE INTEREST
I
N � PROPOSED 6' —HIGH, SOLID PVC FENCE
7 SOLID BASE �V /LATTICE TOP — BROWN
Z
n
}Z 12 —
MI g,
rri
yEn
T 4'
Acres
Total Site Acreage
►PO' x
minus ,
Farmland Credit
0,00
Recreational Credit
0.00
Open Space Credit
0.00
Public Land Credit
0.00
ADDITIONAL TREE PLANTINGS TO FILTER
0.00
Open Space Amenity Credit
f�
f0
0.00
PROPOSED SCREEN TREES 8' -10' -
4• r i ; j
%
THIN OUT AS PLANTS MATURE
��
>
PROPOSED STREET
TREES (B) 50' OC
7+
8•
RD ----__ RD
r
I�
1ESTONS'ER ROAD --------
(W ROW) ._
I
I
<; PROPOSED 6' -HIGH, SOLID PVC FENCE
SOLID BASE W/L TTICE TOP - BROWN
PROPOSED SCREEN TREES 8' -10' - [—FINAL LOCATION OF SCREEN FENCE RELATIVE TO PROPERTY
THIN OUT AS PL NTS MATURE BOUNDARIES MAY V RY FROM LOT TO LOT IN RESPONSE TO
PROPOSED STRE T TREES (A) 50' OC —� NEIGHBOR'S PREFERENCE AND EXISTING LANDSCAPE FEATURES,
Isa'PS��I�.f��lul3i7ie9►�� �•
PROPOSED STREET T EES
"HIM 4
49 45! OC
poll ��: < ► ■ FLOWER BEDS,
-SHADE
RE
`��• 1
t1i ��UU ail i
i� ll
\.111 � - - !� ■ "`- ..
`�;� � � �1 �� . ion; J ■
s _ i
ILI
INN,
,Es�� da�
,; r, ✓ {' + + < + v v v v v v — v v — v -v
PROPOSED HEDGE PLANTING
PLANT LIST
SCREENING PLANTS PERENNIAL GARDEN
KEY COMMON NAME BOTANICAL NAME QTY. SIZE CANOPY CANOPY SUB —TOTAL KEY COMMON NAME BOTANICAL NAME QTY. SIZE CANOPY CANOPY SUB —TOTAL
1 LEYLAND CYPRESS CUPRESSOCYPARIS LEYLANDII 155 4' -5 23 3,565 18 WILLOW OAK QUERCUS PHELLOS 4 1.5 "- 1,75" 370 1,480
2 BLUE POINT JUNIPER JUNIPERUS CHINENSIS 22 4' -5' 15 330 19 PIN OAK QUERCUS PALUSTRIS 4 1.5 "- 1.75" 3701 1,480
20 CRAPEMYRTLE LAGERSTROEMIA INDICA 18 6' -7' 77 1,386
STREET TREES 8 HERITAGE BIRCH BETULA NIGRA 'HERITAGE' 2 1.5 "- 1,75" 397 794
KEY COMMON NAME BOTANICAL NAME QTY. SIZE CANOPY CANOPY SUB —TOTAL
3 LONDON PLANETREE (A) PLATANUS ACERIFOLIA 31 1.5 "- 1.75" 368 11,408 HORTICULTURAL WALK
4 RED OAK (B) QUERCUS RUBRA 14 1,5 "- 1,75" 370 5,180 KEY COMMON NAME BOTANICAL NAME QTY. SIZE CANOPY CANOPY SUB —TOTAL
5 WHITE ASH (C) FRAXINUS AMERICANA 'AUT —PRP' 14 1.5 "- 1.75" 322 4,508 21 WHITE OAK QUERCUS ALBA 2 1.5 "- 1.75" 243 486
6 HOPHORNBEAM (C +D) OSTRYA VIRGINIANA 18 6' -8' 99 1,782 19 PIN OAK QUERCUS PALUSTRIS 2 1.5 "- 1.75" 370 740
BUFFERS AND EDGES 22 RED MAPLE ACER RUBRUM 2 1.5 "- 1.75" -397 794
23 SUGAR MAPLE ACER SACCHARUM 2 1,5 "- 1.75" 195 390
KEY COMMON NAME BOTANICAL NAME QTY. SIZE CANOPY CANOPY SUB —TOTAL 5 WHITE ASH FRAXINUS AMERCIANA 'AUT —PRP' 2 1.5 "- 1.75" 322 966
7 RED MAPLE ACER RUBRUM 9 1.5 "- 1.75" 397 3,573 24 DAWN REDWOOD METASEQUOIA GLYPTOSTROBOIDES 3 10' -12' 60 180
8 HERITAGE BIRCH BETULA NIGRA 'HERITAGE' 7 10' -12' 397 2,779 25 PAPERBARK MAPLE ACER GRISEUM 6 6' -8' 88 528
9 AMERICAN BEECH FAGUS GRANDIFLORA 6 1,5 "- 1,75" 177 1,062 26 WINTER KING HAWTHORNE GRATAEGUS VIRIDIS 'WINTER KING' 5 6' -8' 184 920
10 TULIP POPLAR LIRIODENDRON TULIPIFERA 5 1.5 "- 1.75" 387 1,935 27 CAROLINA SILVERBELL HALESIA CAROLINIA 6 6' -8' 123 984
11 SWEETGUM LIQUIDAMBAR STYRACIFLUA 4 1.5 "- 1.75" 249 996 28 MAGNOLIA SOULANGIANA SAUCER MAGNOLIA 4 6' -8' 145 580
12 SCARLET OAK QUERCUS COCCINEA 8 1.5 "- 1.75" 370 2,960 29 MAGNOLIA STELLATA STAR MAGNOLIA 6 6' -8' 49 294
13 REDBUD CERCIS CANADENSIS 9 6' -7' 124 1,116 30 ABIES CONCOLOR WHITE FIR 2 6' -8' 44 88
14 FLOWERING DOGWOOD CORNUS FLORIDA 9 6' -7' 124 1,116 31 BLUE ATLAS CEDAR CEDRUS ATLANTICA 'GLAUCA' 1 6' -8' 41 41
15 SERVICEBERRY AMELANCHIER GRANDIFLORA 22 6' -7' 130 2,860 32 AMERICAN HOLLY ILEX OPACA 1 6' -8' 56 56
16 NORWAY SPRUCE PICEA ABIES 4 6' -8' 41 164 16 NORWAY SPRUCE PICEA ABIES 2 6' -8' 41 82
17 DEODAR CEDAR CEDRUS DEODAR 6 6' -8' 143 858 33 COLORADO BLUE SPRUCE PICEA PUNGENS 'GLAUCA' 2 6' -8' 15 30
17 DEODAR CEDAR CEDRUS DEODAR 6 6' -8' 143 858
3 LONDON PLANETREE PLATANUS ACERFOLIA 3 1.5 "- 1.75" 368 1,104
SWIM
PROPOSED
ORNAMENTAL E.2 I.
TRFFq (Q) IN
ALLEY AS
STREET TREES
AVG. 45' OC r/
We
WICE
PROPOSED SCREEN TREES 8' -10' -
THIN OUT AS PLANTS MATURE
ADDITIONAL TREE PLANTINGS TO FILTER
VIES AND PROVIDE INTEREST
I
N � PROPOSED 6' —HIGH, SOLID PVC FENCE
7 SOLID BASE �V /LATTICE TOP — BROWN
Z
n
}Z 12 —
MI g,
rri
yEn
T 4'
TREE CANOPY CALCULATION
REQUIREMENT CALCULATION
Acres
Total Site Acreage
►PO' x
minus ,
Farmland Credit
0,00
Recreational Credit
0.00
Open Space Credit
0.00
Public Land Credit
0.00
ADDITIONAL TREE PLANTINGS TO FILTER
0.00
Open Space Amenity Credit
VIEWS AND PROVIDE INTEREST
f0
0.00
PROPOSED SCREEN TREES 8' -10' -
4• r i ; j
%
THIN OUT AS PLANTS MATURE
Basis for Canopy
7.23
Tree Canopy Requirement
x 20%
Total Canopy Area Required
1.45
63,162
CANOPY PROVIDED
New Plantings (see plant list)
61,644
TREE CANOPY CALCULATION
REQUIREMENT CALCULATION
Acres
Total Site Acreage
9.42
minus ,
Farmland Credit
0,00
Recreational Credit
0.00
Open Space Credit
0.00
Public Land Credit
0.00
School Recreational Areas Credit
0.00
Open Space Amenity Credit
2,19
Preservation Credit (20' Buffer)
0.00
Agent Approved Credit
0.00
Basis for Canopy
7.23
Basis for Canopy
7.23
Tree Canopy Requirement
x 20%
Total Canopy Area Required
1.45
63,162
CANOPY PROVIDED
New Plantings (see plant list)
61,644
Existing Trees to be Preserved
3,000
Total Proposed Canopy
64,644
TERRA
CONCEPTS, P.C.
MASTER & SITE PLANNING
ENTITLEMENT PROCESSING
LANDSCAPE ARCHITECTURE
2046 ROCK QUARRY ROAD
LOUISA, VIRGINIA 23093
PH. 434 -531 -3600
mkeller @terraconceptspc.com
PH
� z �
®��
W
IUD
31 CF 'r, �P
I
�r
Mark E. Keller
r' Celt No. 0239 U
�A w
'M 4.p E ARG
SCALE: P =40'
SU BMITED: 3 -17 -14
DRAB BY: MEK
REVISIONS:
All rights reserved. No part of the material protected by this
copyright (plans, ideas, designs, sections or details
expressed on these plans) may be reproduced, changed
or utilized in any form or by any means, electronic or
mechanical, including photocopying, scanning, or by any
other means of retrieval system without written permission
from Terra Concepts, P.C.
Also, these plans may not be assigned to a third party
without first written authorization of Tens Concepts, P.C.
® TERRA CONCEPTS, P.C.
SHEET
OF Z
0I
r
r•
•e .r
AMENITY & GREEN SPACE CALCULATIONS
REQUIREMENT CALCULATION SQ, FT,
Total Site Acreage 410,307
Amenity Space Requirement x 20%
Amenity Space Required 82,061
REQUIREMENT CALCULATION SQ. FT.
Total Site Acreage 410,307
Green Space Requirement x 20%
Green Space Required 82,061
AMENITY SPACE PROVIDED 91,797 GREEN SPACE PROVIDED
Amenity Space 91,797
minus paying— structures— tot lot 10,908
permeable amenity space 80,889
a_dd'I green space NIC area on lots 16,444
Green Space NIC On —Lot Area 97,333
TOT LOT WITH PLAY COUNTY REQUIRED EQUIPMENT
LAWN PLAY /PICNIC PANEL
8'x8' SHELTER WITH PICNIC TABLE
COMMUNITY VEGETABLE GARDEN AREA
LINEAR PARKS WITH TRAILS
HORTICULTURAL GARDENS
12' X 12' PAVILION
OTHER LANDSCAPED COMMON AREAS
DEVELOPER
a
TERRA
CONCEPTS, P.C.
MASTER & SITE PLANNING
ENTITLEMENT PROCESSING
LANDSCAPE ARCHITECTURE
2046 ROCK QUARRY ROAD
LOUISA, VIRGINIA 23093
PH. 434 -531 -3600
mketier@terraconceptspc.com
g�yTH of D
�r
U �
Mark E. Keller
r Cem No. 0239 F"
y U
cg G�ti �v
P E AR
SCALE: 1" =40'
SUBMITED: 3 -1714
DRAWN BY: MIEK
REVISIONS:
All rights reserved. No part of the material protected by this
copyright (plans, Ideas, designs, sections or details
expressed on these plans) may be reproduced, changed
or utilized in any form or by any means, electronic or
mechanical, including photocopying, scanning, or by any
other means of retrieval system without written permission
from Terra Concepts, P.C.
Also, these plans may not be assigned to a third party
without first written authorization of Terra Concepts, P.C.
m TERRA CONCEPTS, P.C.
SHEET
C"Mom 5
OF Z
4
H4
PH
PH
U
P4
-,
b
r•a�
g�yTH of D
�r
U �
Mark E. Keller
r Cem No. 0239 F"
y U
cg G�ti �v
P E AR
SCALE: 1" =40'
SUBMITED: 3 -1714
DRAWN BY: MIEK
REVISIONS:
All rights reserved. No part of the material protected by this
copyright (plans, Ideas, designs, sections or details
expressed on these plans) may be reproduced, changed
or utilized in any form or by any means, electronic or
mechanical, including photocopying, scanning, or by any
other means of retrieval system without written permission
from Terra Concepts, P.C.
Also, these plans may not be assigned to a third party
without first written authorization of Terra Concepts, P.C.
m TERRA CONCEPTS, P.C.
SHEET
C"Mom 5
OF Z