17SN0825
CASE NUMBER: 17SN0825
APPLICANT: Hanky, LLC
CHESTERFIELD COUNTY, VIRGINIA
BERMUDADISTRICT
STAFF’S ANALYSIS
AND RECOMMENDATION
Board of Supervisors Hearing:
NOVEMBER 15, 2017
Board of Supervisors Time Remaining:
365 DAYS
Applicant’s Agent:
DAN CASKIE (804-569-7060)
Applicant’s Contact:
MICHAEL HANKY(804-569-7060)
22.7 Acres – 13620 Bermuda Orchard Lane
Planning Department Case Manager:
RYAN RAMSEY (804-768-7592)
REQUEST
Rezoning from Agricultural (A) to Residential (R-12).
Notes:
A.The only condition that may be imposed is a buffer condition. The property owner may proffer conditions.
B.Proffered conditions and an exhibit are located in Attachments 1- 2.
SUMMARY
A single-family residential subdivision with a minimum lot size of 12,000 square feetis proposed.
Density for the development would be limited to a maximum of fifty-five (55) lots.
Proffered conditions provide design and architectural standards (summarized on pages5 and 6)
that are comparable in quality to that of existing and planned area development.
RECOMMENDATIONS
APPROVAL
PLANNING
COMMISSION
PLANNING – APPROVAL
Quality, design and architecture offered by the applicant provide for a
convenient, attractive and harmonious community comparable in
STAFF quality to that of the surrounding community.
TRANSPORTATION – APPROVAL
The development’s traffic impact will be addressed by providing cash
payments.
Providing a FIRST CHOICE community through excellence in public service
SUMMARY OF IDENTIFIED ISSUES
DepartmentIssue
The Public Facilities Plan recommends a new elementary school in the
vicinity of Ruffin Mill Road, Enon Church Road and Ramblewood Drive, a
new middle school in the vicinity of Chester and West Hundred Roads, and
SCHOOLS a new high school in the vicinity of Branders Bridge, Bradley Bridge, and
Iron Bridge Roadsnorth of Swift Creek. At this time a budget has not been
developed for the acquisition of land or construction of these school
facilities as recommended in the Plan.
The Public Facilities Plan recommends that the Enon Library should be
expanded/replaced or a new facility shall be constructed in the general
LIBRARIES
vicinity at or near current site. Land for expansion or replacement of this
facility or new facility has not been acquired.
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Comprehensive Plan
Classification: SUBURBAN RESIDENTIAL II
The designation suggests the property is appropriate for residential development at a maximum
density of 2.0 to 4.0 dwellings per acre.
Surrounding Land Uses and Development
Bermuda Orchard
Lane
Bermuda
Orchard
Enon Oaks
Enon Oaks Lane
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PLANNING
Staff Contact: Ryan Ramsey (804-768-7592) ramseyrp@chesterfield.gov
Proposal
A single family residential subdivisioncontaining a maximum of fifty-five (55) dwelling units is
planned. Each lot within this development would, at a minimum,comply with R-12 development
standards.
Design
High quality residential development addressesthe Comprehensive Plan goals for strong and
sustainable neighborhoods that are visually attractive, well-planned and well-maintained.
Further, the purpose and intent of the zoning ordinance to promote the health, safety,
convenience and general welfare of the public includes the creation of convenient, attractive
and harmoniouscommunities, protection against overcrowding of land, and protection of the
natural environment. As such, developments that promote unique, viable and long lasting
places and enhance the community are encouraged.
The following provides an overview of design requirements offered as part of this request
(Attachment 1 – Proffered Conditions 1 -4):
Community Design
Density limited to fifty-five (55) lots
Landscaping and Yards
Sodded and irrigated front and street side corner yards
o
Foundation planting beds along all dwelling facades facing a street
o
Two (2) supplemental yard trees to be planted or retained in front yard of each
o
dwelling
A 20-foot buffer to be maintained along rear lot lines of those lots adjoiningEnon
o
Oaks Subdivision, as well as those lots with rear property lines along the northern
property boundary (Exhibit A, Attachment 2)
Lot Design
Hardscaped driveways and front walkways
House Design
Minimum dwelling size (gross floor area) of 1,400 square feet (ranch/1-story) and 1,600
square feet (2-stories)
All dwellings to have brick, stone EIFIS, stucco or horizontal siding, to include quality
vinyl siding with minimum thickness of .044 inches
Foundations of brick, stone or a combination of both. If facades are constructed entirely
of stucco, then synthetic or natural stucco foundations may be permitted
Varied roof designs and roof materials to be dimensional architectural shingles with
minimum 30-year warranty
Front porch, stoop, and chimney treatments
Permitted projections limited for front-loaded garages, garage door treatments
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Variation in front elevation treatments
Initial screening of HVAC/whole house generators from public roads with landscaping or
low maintenance material
As suggested by the Comprehensive Plan goals and the Zoning Ordinance, the proffered
conditions of this request include quality design and architectural elements that are
comparablein quality to that of the surrounding community.
BUDGET & MANAGEMENT
Staff Contact: Natalie Spillman (804-318-8767) spillmann@chesterfield.gov
County finance staff is responsible for managing the finances of the County and making
recommendations to the County Administrator regarding the allocation of available resources
for the provision of services and capital facilities to serve the citizens of the County. Finance
staff will advise the County Administrator if changed economic circumstances require
adjustments to the County’s budget or capital improvement program.
COUNTY TRANSPORTATION
Staff Contact: Jim Banks (804-748-1037) banksj@chesterfield.gov
A proffered condition would limit development to a maximum of 55 dwelling units (Proffered
Condition 13). Based on that number of lots and applying trip generation rates for a single-
family dwelling, development could generate approximately 606 average daily trips. Traffic
generated by development of the property will be initially distributed to via Bermuda Orchard
Lane to East Hundred Road (Route 10).
Bermuda Orchard Lane is a collector with a recommended right of way width of 70 feet, as
identified on the County’s Thoroughfare Plan. Bermuda Orchard Lane is a two-lane road. In
2015, the traffic count on Bermuda Orchard Lane was 2,050 vehicles per day (Level of Service
“C”).
Route 10 is identified on the County’s Thoroughfare Plan.as a major arterial with a
recommended right of way width of 120 to 200 feet. Route 10 is a six-lane divided road. In
2015, the traffic count on Route 10 west of Interstate 295 was 41,080 vehicles per day (Level of
Service “C”).
Section 19.1-231 of the County Code outlines the general requirements to meet the needs of
the traffic generated by a proposed development, including acceptable levels of service. This
proposed residential development would contribute to an identifiable need for transportation
improvements. The applicant has offered the following:
Dedication. (Proffered Condition 11)
35 feet of right-of-way along Bermuda Orchard Lane for the property frontage.
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Vehicular Access. (Proffered Condition 12)
One public road to Bermuda Orchard Lane.
Road Improvements. (Proffered Condition 13)
Left and right turn lanes along Bermuda Orchard Laneat theapproved access.
Sidewalk along Bermuda Orchard Lane for the property frontage.
The property is within Traffic Shed 15, which encompasses a large area in the eastern part of
the County, east of I-95. Many roads in this part of the county have little or no shoulders, fixed
objects (trees) adjacent to the edge of the pavement and poor vertical and horizontal
alignments. The traffic volume generated from this proposed residential development will
contribute to an identifiable need for transportation facility improvements to these roads in
excess of existing transportation facility capacity. Roads in this shed or which serve this shed
need to be improved or widened to address safety and accommodate increased traffic,
including the increased traffic from the proposed development.
An applicant may choose to address the development’s impact on the county’s road
transportation network through dedication of property, construction of road improvements, or
a cash proffer. If an applicant elects to offer cash to address the impact on the county’s road
transportation network, Transportation staff has calculated the average impact of a single-
family dwelling unit on the transportation network to be $12,652; however, the Board of
Supervisors has adopted a policy establishing that it would accept a maximum cash proffer of
$9,400 per dwelling unit as addressing the traffic impacts of residential development, with all of
the funds to be dedicated towards improvements to the road network. As such, if the applicant
chooses to address the development’s impacts on the county’s road network through payment
of a cash proffer, $9,400 per dwelling unit for improvements to the road network would be
appropriate. The traffic impact of the proposed development could be valued at $517,000 (55 x
$9,400).
The applicant has proffered to pay $9,400 for each dwelling unit (Proffered Condition 7). Staff
supports the request.
VIRGINIA DEPARTMENT OF TRANSPORTATION
Staff Contact: Jonathan Phillippe(804-674-2560) jonathan.phillippe@vdot.virginia.gov
To date, no comments have been received.
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FIRE AND EMERGENCY MEDICAL SERVICES
Staff Contact: Anthony Batten (804-717-6167) battena@chesterfield.gov
Mission
The mission of Fire and Emergency Medical Services (EMS) is to protect life, property and the
environment through a comprehensive fire and life safety program that ensures an adequate
and timely response to emergencies.
Response Times
The proposed development is located in the urbanresponse zone for which Fire & EMS has a
goal of responding to at least 90% of the calls for service in under seven(7) minutes. Fire and
EMS is currently unable to meet that goal.
Nearby Fire/EMS Facilities
The Rivers BendFire Station, Company Number 18
Anticipated Fire & EMS Impacts/Needs
Based on an average of 0.22 call per dwelling, it is estimated that this development will
generate eleven (11) annual calls for Fire/EMS services.
Additional Fire and EMS Comments
When the property is developed, the number of hydrants, quantity of water needed for fire
protection, and access requirements will be evaluated during the plans review process.
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SCHOOLS
Staff Contact: Atonja Allen (804-318-8740) atonja_allen@ccpsnet.net
Mission
High performing, high quality public schools contribute to the quality of life and economic
vitality of the County. The comprehensive plan suggests a greater focus should be placed on
linking schools with communities by providing greater access, flexible designs and locations that
better meet the needs of the communities in which they are located.
Capital Improvements
The School Board FY2018 adopted Capital Improvement Plan (CIP) continues to support the
2013 voter approved school revitalization program that will replace or renovate ten schools and
construct one new elementary school to add capacity in the Midlothian area of the county. The
ten existing facilities that are part of the revitalization program are Providence Middle School,
Monacan High School, Manchester Middle School, Beulah Elementary School, Enon Elementary
School, Matoaca Elementary School, Harrowgate Elementary School, Reams Elementary School,
Crestwood Elementary School, and Ettrick Elementary School. The project at Providence
Middle School is currently in construction, a new Manchester Middle School is planned for
construction on the existing school site, and the project at Monacan High School is complete.
Additional information on the CIP can be found in the financial section of the CCPS Adopted
Budget for FY2018.
Anticipated School Impacts
ElementaryMiddle High Total (1)
12 6 9 27
Anticipated Student Yield by
School Type
Schools Currently Serving AreaElizabeth ScottElizabeth Davis Thomas Dale
Current Enrollment 988 1249 2266
Building Capacity (2) 1050 1675 3325
2016-17
(3)
Functional Capacity 990 1324 3215
School Year
Enrollment Percent of Total 100% 94% 70%
Data
Functional Capacity
Total Number of Trailers 4 4 4
Number of Classroom Trailers 4 4 0
Note:
Based upon average number of students per single family dwelling unit countywide at 0.48 students per unit.
(1)
Building capacity is the number of standard classrooms times the average class size of 25 students.
(2)
Functional capacity considers special programs occurring in the standard classrooms at less than average class size
(3)
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Public Facilities Plan
Post 2020, the Plan recommends a new elementary school in the vicinity of Ruffin Mill Road,
Enon Church Road and Ramblewood Drive, a new middle school in the vicinity of Chester and
West Hundred Roads, and a new high school in the vicinity of Branders Bridge, Bradley Bridge,
and Iron Bridge Roads north of Swift Creek, however at this time a budget has not been
developed for the acquisition of land or construction of these school facilities as recommended
in the Plan.
LIBRARIES
Staff Contact: Jennifer Stevens (804-751-4998) stevensj@chesterfield.gov
Mission
The public library system’s role in the county has expanded beyond its traditional function as a
resource for information and materials, and now serves as a community gathering place for
educational, cultural and informational services; community support during emergencies;
economic development; and revitalization activities.
Nearby Libraries
Enon Library
Public Facilities Plan
The Public Facilities Plan suggests the Enon Library should be expanded/replaced or a new facility
shall be constructed in the general vicinity at or near current site. Land for expansion or
replacement of this facility or new facility has not been acquired.
PARKS AND RECREATION
Staff Contact: Stuart Connock (804-751-4484) ConnockS@chesterfield.gov
To date, no comments have been received.
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UTILITIES
Staff Contact: Jamie Bland (804-751-4439) blandj@chesterfield.gov
Existing Water and Wastewater Systems
Currently Sizeof Closest Existing Connection Required by County
Utility Type
Serviced? Lines Code?
Water No 8” & 12”Yes
Wastewater No 8” Yes
Additional Utility Comments
This property is located in the mandatory water and wastewater connection area for residential
subdivision development. Connection to the public water and wastewater systems will be
required by county code and has been proffered by the applicant (Proffered Condition 8).
There is an existing 12-inch waterline along Bermuda Orchard Lane and an existing 8-inch
waterline along Enon Oaks Lane. The applicant is reminded of the Utilities Department standard
to provide two supply points for redundant feeds in subdivisions of greater than 25 lots and to
provide access to the public water for adjacent properties.
There is an existing 8-inch gravity wastewater line along Enon Oaks Lane to the south of the site
and an existing 8-inch gravity wastewater line along Back Stretch Court to the north of the site.
The wastewater line along Enon Oaks Lane appears to have enough depth to serve the entire
proposed development, however the applicant is advised that should a portion or all of the
property need to be served by the wastewater line to the north along Back Stretch Court,
easements will be needed from adjacent property owners in order to make the extension.
The Utilities Department supports this case.
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Water and Wastewater Map - Existing Lines
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ENVIRONMENTAL ENGINEERING
Staff Contact: Rebeccah Ward (804-748-1028) WardR@chesterfield.gov
Geography
The subject property generally drains from south to north. The majority of the property drains to
the northwest to an existing privately-owned pond, which discharges to Johnson Creek. A small
portion of the property drains northeast to the existing roadside ditch and culvert under Bermuda
Orchard Lane, which discharges to Johnson Creek.
The entire property is located within the Johnson Creek Watershed. In the lower portion of the
Johnson Creek Watershed, there are existing culverts under Enon Church Road which are
inadequate and currently cause upstream flooding. Any increased runoff in this watershed
upstream of the existing culverts will result in increased flooding along Johnson Creek and its
tributaries.
Environmental Features
A Resource Protection Area Designation (RPAD) must be submitted and approved by the
Department of Environmental Engineering-Water Quality Section prior to construction plan
approval. In addition, wetlands shall not be impacted without approval from the U.S. Army Corps
of Engineers and/or the Virginia Department of Environmental Quality.
Drainage
Due to existing inadequate culverts under Enon Church Road, any increased runoff from
development in this watershed upstream of the existing culverts will result in increased flooding,
which will impact private properties and public safety. As a result, the post-development 2, 10 and
100-year stormwater discharge rates shall not exceed the pre-development 2, 10 and 100 year-
stormwater discharge rates, respectively. On-site detention/retention to pre-development rates
will protect downstream properties and roadways from increased flooding. The applicant has
offered Proffered Condition 9.a to address this impact.
A large portion of the property drains to an existing old pond to the north. There have been
concerns throughout the years with off-site drainage and the ability of the pond to handle any
increase in runoff. As a result, stormwater discharge from the development shall be diverted
directly to Johnson Creek to bypass the existing pond. The applicant has offered Proffered
Condition 9.b to address this impact.
Stormwater Management
To protect downstream properties from a dam failure, if a stormwater management facility
with a manmade embankment is proposed, a dam failure analysis may be required showing no
homes will be detrimentally impacted. In addition, the dam embankment design should
include, but not be limited to, a clay core or a syphon structure. The applicant has offered
Proffered Condition 10to address this impact.
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The development is subject to the Part IIB technical criteria of the Virginia Stormwater
Management Program Regulations for water quality and water quantity. Any areas of
forest/open space used for stormwater quality compliance shall be outside the limits of the
residential lots.
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CASE HISTORY
Applicant Submittals
6/1/17 Application submitted
7/13/17 Revised application submitted
6/21, 7/27, Proffered conditionssubmitted
7/31, 8/17
& 8/24/17
Community Meeting
7/19/17Issues Discussed:
Location and size of stormwater basin, drainage from basin to
Proposed lot sizes and home sizes
Discussion on connection to Enon Oaks Subdivision
Tree retainment on property, preservation of vegetation along shared
property with Enon Oaks, discussion of fence treatment
Traffic concerns on area roadways, including Bermuda Orchard Lane
Sidewalk and pedestrian connections in the subdivision
Public utility connections required
Phasing and completion timeline for development
Treatment for driveways to individual homes
Planning Commission
8/15/17Action – DEFERRED TO SEPTEMBER 19, 2017ON THE COMMISSION’S OWN
MOTION WITH THE APPLICANT’S CONSENT.
9/19/17Action – DEFERRED TO OCTOBER 17, 2017 ON THE COMMISSION’S OWN
MOTION WITH THE APPLICANT’S CONSENT.
10/17/17 Citizen Comments:
No citizens spoke to this request.
Recommendation –APPROVAL AND ACCEPTANCE OF THE PROFFERED
CONDITIONS IN ATTACHMENT 1
Motion: Freye Second: Wallin
AYES: Sloan, Jackson, Freye, Jones and Wallin
The Board of Supervisors on Wednesday, November 15, 2017, beginning at 6:00 p.m., will
consider this request.
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ATTACHMENT 1
PROFFERED CONDITIONS
September 12, 2017
Note: Both the Planning Commission and Staff recommend acceptance of the following
proffered conditions, as offered by the applicant.
1.Architectural Design Standards. All dwelling units developed on the Property shall be
subject to the following architectural design standards:
a.Exterior Facades. All dwelling units shall have brick, stone, EIFS, stucco or
horizontal siding. Acceptable lap siding materials shall include natural wood or
cement fiber board or may be premium quality vinyl siding with minimum wall
thickness of .044 inches. Dutch lap style siding shall not be permitted. Synthetic
Stucco (E.I.F.S.) siding shall be finished in a smooth, sand or level texture, no
rough textures are permitted.
b.Foundations. All foundations shall be constructed entirely of brick, stone, or a
mixed combination of both. Synthetic or natural stucco foundations may be
permitted for facades constructed entirely of stucco.
c.Roofs.
i.Varied Roof Line. Varied roof design and materials shall be used on
facades of dwellings that face a street. Minimum main roof pitch shall be
6/12.
ii.Roof Materials. Roofing material shall be dimensional architectural
shingles with a minimum 30 year warranty. All flashing shall be copper or
pre-finished aluminum (bronze or black). Standing seam metal may be
used as a porch accent roof material.
d.Porches and Stoops.
i.Front Stoops and Front Porches. All front entry stoops and front porches
shall be constructed with continuous masonry foundation wall or on
12”x12” masonry piers. Front porches shall be a minimum of five (5) feet
deep. Space between piers under porches shall be enclosed with framed
lattice panels. Handrails and railings shall be finished painted wood, vinyl
rails or metal rail systems with vertical pickets or swan balusters. Pickets
shall be supported on top and bottom rails that span between columns.
e.Fireplaces, Chimneys and Flues.
i.Chimneys. Side chimneys are permitted on roof planes or facades and
must have masonry foundations. For gas fireplaces, metal flues may be
used on the roof. All exterior materials and finishes used to enclose the
chimney must be masonry or match the adjacent façade.
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ii.Direct Vent Fireplaces: Direct vent gas fireplace boxes which protrude
beyond the exterior wall of the unit, are not permitted on facades facing
a street. All exterior materials and finishes used to enclose the fireplace
box must match the adjacent façade.
f.Minimum dwelling sizes
i.The minimum gross floor area for each single-family dwelling on
Ranch/one story shall be 1,400 square feet and two stories shall be 1,600
square feet.
g.Garages
i.Front loaded attached garages shall be permitted to extend as far
forward from the front line of the main dwelling as the front line of the
front porch provided that the rooflines of the porch and garage are
contiguous. Where the rooflines are not contiguous, garages shall be
permitted to project a maximum of four (4) feet forward of the front
porch.
ii.Front loaded and corner side loaded garages shall have an upgraded
garage door. An upgraded door is any door with a minimum of two (2)
enhanced features. Enhanced features shall include windows, raised
panels, decorative panels, arches hinge straps or other architectural
features on the exterior that enhance the entry (i.e. decorative lintels,
shed roof overhangs, arches, columns, keystones, eyebrows, etc.) Flat
panel garage doors are prohibited.
h.Variation in Front Elevations.
i.Dwellings with the same elevations may not be located adjacent to,
directly across from, or diagonally across from each other on the same
street. This requirement does not apply to units on different streets
backing up to each other. (P)
2.Front walks/Driveways
a.All private driveways serving residential uses shall be constructed of brushed
concrete, concrete pavers or asphalt).
b.Front walks. A minimum of a three (3) foot concrete front walk shall be provided
to the front entrance of each dwelling unit, to connect to drives, sidewalks or
street. (P)
3.Landscaping and Yards.
a.Sod and Irrigation. All front yards and corner yards shall be sodded and irrigated.
b.Front Foundation Planting Bed. Foundation planting is required along all dwelling
facades facing a street. Foundation Planting Beds shall be a minimum of 4’ wide,
from the unit foundation. Planting beds shall include medium shrubs spaced a
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maximum of four (4) feet apart. Unit corners shall be visually softened with
vertical accent shrubs (4’-5’) or small evergreen trees (6’-8’) at the time of
planting.
c.Supplemental Trees. Two (2) yard trees shall be planted or retained in the front
yard of each dwelling with a minimum diameter of 2 inches measured at breast
height. (4’ 10” above the ground).
d.Buffer. Twenty (20)foot wide buffer shall be required along the rear property
line of specified lots, as shown on Exhibit A. Except where necessary to
accommodate access and utilities that run generally perpendicular through the
buffer, existing trees with a caliper of four (4) inches or greater shall be
maintained within the buffer except that any dead, diseased, or dying trees may
be removed. (P)
4.Heating, Ventilation and Air Conditioning (HVAC) Units and Whole House Generators.
a.Units shall initially be screened from view of public roads by landscaping or low
maintenance material, as approved by the Planning Department. (P)
5.Dwelling Units. A maximum of fifty-five (55) dwelling units shall be permitted. (P)
6.Conceptual Plan. The site shall be designed as generally depicted on the concept plan
dated September 12, 2017, entitled, “Mason Orchard, Bermuda District, Chesterfield
County, Virginia” prepared by Bay Companies, Inc. (referred to herein as the “Concept
Plan” attached hereto as Exhibit A provided, however the exact location of the lots,
dwellings, streets, open space, common areas, and other improvements may be
modified provided that the general intent of the Concept Plan is maintained.(P)
7.Cash Proffers
a.The applicant, sub-divider, or assignee (s) shall pay $9,400 for each single-family
dwelling unit to the County of Chesterfield for road improvements.
b.Each payment shall be made prior to issuance of a building permit for dwelling
unit unless state law modifies the timing of the payment. Should Chesterfield
County impose impact fees at any time during the life of the development that
are applicable to the property, the amount paid in cash proffers shall be in lieu of
or credited toward, but in addition to, any impact fees, in a manner determined
by the county.(B & M)
8.Water and Sewer
a.Public water and wastewater shall be used. (U)
9.Post Development Runoff
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a.For portions of the property that are designated to drain to Johnson Creek, the
post development runoff rate for the 2, 10, and 100 year storms shall not exceed
the corresponding predevelopment runoff rate.
b.Storm water drainage from the property, directed towards Tax ID 814-650-7955,
will be piped directly to Johnson Creek, unless otherwise approved by the
Department of Environmental Engineering. (EE)
10.Dam Failure Analysis. For any detention facility serving the site with a manmade
embankment a dam failure analysis may be required, as determined by the Department
of Environmental Engineering at the time of construction plan review, showing no
homes will be detrimentally impacted. The dam embankment design should include,
but not be limited to, a clay core or a syphon structure as determined by the
Department of Environmental Engineering at the time of construction plan review.(EE)
11.Dedication. In conjunction with recordation of the initial subdivision plat or within 60
days from a written request by the Transportation Department, whichever occurs first,
35 feet of right of way along the west side of Bermuda Orchard Lane, measured from
the centerline of that part of Bermuda Orchard Lane immediately adjacent to the
property, shall be dedicated, free and unrestricted, to and for the benefit of Chesterfield
County. (T)
12.Vehicular Access.Direct vehicular access from the property to Bermuda Orchard Lane
shall be limited to one public road, generally aligning Green Orchard Drive. The exact
location shall be approved by the Transportation Department.(T)
13.Road Improvements. In conjunction with initial development, the following road
improvements shall be completed, as determined by the Transportation Department:
a.Construction of additional pavement along Bermuda Orchard Lane to provide
left and right turn lanes at each approved access.
b.Construction of a sidewalk along the west side of Bermuda Orchard Lane for the
entire property frontage.
c.Dedication to Chesterfield County, free and unrestricted, of any additional right-
of-way (or easements) required for the improvements identified above.(T)
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ATTACHMENT 2
EXHIBIT A – CONCEPTUAL LAYOUT PLAN
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