HomeMy WebLinkAboutAgenda 10_SP-22-006_1459 Shelburne Rd_Homestead PreschoolCITY OF SOUTH BURLINGTON
DEVELOPMENT REVIEW BOARD
SP-22-006_1459 Shelburne Rd_Homestead
Preschool_SC_2022-03-02
DEPARTMENT OF PLANNING & ZONING
Report preparation date: February 14, 2022
Plans received: February 11, 2022
1459 Shelburne Road
Site Plan Application #SP-22-006
Meeting date: March 2, 2022
Owner
Renate D. Socinski, Trustee
Anthony A. Socinski Trust (U/T/A)
533 Tanner Road
Jeffersonville, VT 05464
Applicant
Reperio Properties, LLC
PO Box 1133
Williston, VT 05495
Property Information
Tax Parcel 1540-01459
Commercial 2 Zoning District, Traffic Overlay District
Zone 3, Transit Overlay District, Urban Design Overlay
District
Engineer
Krebs & Lansing
164 Main Street, Suite 201
Colchester, VT 05446
Location Map
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PROJECT DESCRPTION
Site plan application #SP-22-006 of Reperio Properties to demolish an existing light manufacturing and
retail complex and construct a 4,480 sf extension to an existing licensed care facility on the adjacent lot.
The subject parcel is an existing 0.71 acre lot, 1459 Shelburne Road.
CONTEXT
The Board reviewed a sketch plan for this project on November 2, 2021. This project is subject to Site
Plan Review Standards, Urban Design Overlay District standards, Transit Overlay District, Traffic Overlay
District Zone 3.
COMMENTS
Planning Director Paul Conner and Development Review Planner Marla Keene (“Planning Staff”) have
reviewed the plans submitted on 02/11/2022 and offer the following comments. Numbered comments
for the Board’s attention are indicated in red.
A) ZONING DISTRICT & DIMENSIONAL REQUIREMENTS
Commercial 2 Zoning District Required Proposed
@Min. Lot Size 40,000 sf 30,927
Max. Building Coverage 40% 14.5%
Max. Overall Coverage 70% 46.2%
Min. Front Setback (Urban Design
Overlay District)
20 ft. 20 ft.
Max Front Setback Coverage 30% 16.8%
Min. Side Setback 10 ft. 10 ft.
Min. Rear Setback 30 ft. 173 ft.
Building Height (pitched roof) 40 ft. 21 ft.
@ Pre-existing non-conformity
Meets requirement
10.01 Traffic Overlay District
This property is located in Traffic Overlay District Zone 3 which allows 45 trips per 40,000 sf of land area
without provision of additional mitigation measures. The trip budget is increased by 15% for properties
where a raised median prevents left turns in or out. The trip budget for the 30,927 sf lot is therefore 40
trips per PM peak hour. The applicant estimates the trip generation for the project to be 31 trips. Staff
considers this criterion met.
For the purposes of traffic impact fee, Staff estimates the existing light manufacturing use to be
removed generated 3 PM peak hour trips.
10.05D Urban Design Overlay District Standards
(1) Entries. Buildings on subject properties must have at least one entry facing the primary road in
the corridor. Any entry shall:
(a) Be an operable entrance, as defined in these regulations.
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An operable entrance must be available for entry and exit and be available to the tenants of
the building. Staff considers this criterion met.
(b) Serve, architecturally, as principal entry. Front entries shall be a focal point of the front
façade and shall be an easily recognizable feature of the building. Possibilities include
accenting front entries with features such as awnings, porticos, overhangs,
recesses/projections, decorative front doors and side lights, or emphasis through varied
color or special materials. This requirement does not preclude additional principal entry
doors.
Staff considers this criterion met.
(c) Shall have a direct, separate walkway to the primary road. This walkway shall be at least
eight (8) feet in width and may meander for design purposes, but must serve as a
pedestrian-oriented access.
Staff considers this criterion met.
(2) Glazing. Windows are key to the overall design of a building and the relationship between its
exterior and interior.
(a) For all properties in the Urban Overlay District, a minimum of 75% glazing shall be
transparent.
1. No information is provided regarding whether the proposed glazing is transparent. Staff
recommends the Board ask the applicant what their intention is regarding transparency,
and, if their proposal meets the minimum requirement, include it as a condition of approval.
(b) In non-residential units, first story glazing shall have a minimum height of 7 vertical feet
Glazing is proposed to be more than 7-ft high. Staff considers this criterion met.
(c) For residential uses, first story glazing shall have a minimum height of 5 vertical feet.
This criterion is not applicable.
(3) Dimensional Standards.
Outside of a node, first stories must have a minimum of 40% glazing across the width of the building
façade. There are no minimum building stories.
Approximately 67% of the façade is glazed. Staff considers this criterion met.
(4) Building Stores, Heights & Rooftop Apparatus
(a) Minimum stores of buildings within the Urban Design Overlay District are defined as per
Article 2-Definitions and Section 8.06(F)(1) of these regulations.
This criterion is not applicable outside of a node.
(b) Section 8.06(G) of these regulations shall apply to rooftop elements of buildings within the
Urban Design Overlay District.
No rooftop elements are proposed.
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(5) Landscaping. Projects within the Urban Design Overlay District shall meet minimum landscaping
requirements as per Section 13.04 of these regulations. Projects are also subject to the following
supplemental standards.:
(a) Landscaping which is required elsewhere in these Regulations to serve as a buffer between
properties shall not count towards the minimum landscaping budget.
No buffering is required. This criterion is not applicable.
(b) For lots with buildings which are set back 50 or more feet from the front lot line, at least 50
% of the required landscaping shall be installed between the front building line and the front
lot line.
The building is set back 20-ft from the front lot line. This criterion is not applicable.
B) SITE PLAN REVIEW STANDARDS
14.06 General Review Standards
A. Relationship of Proposed Structures to the Site.
(1) The site shall be planned to accomplish a desirable transition from structure to site, from
structure to structure, and to provide for adequate planting, safe pedestrian movement, and
adequate parking areas.
Transitions are discussed under 14.06(C) below. Adequacy of planting and pedestrian
movement are discussed elsewhere in this document. Staff considers the quantity of parking
areas to be adequate.
(2) Parking:
(a) Parking shall be located to the rear or sides of buildings. Any side of a building
facing a public street shall be considered a front side of a building for the purposes of
this subsection.
Parking is proposed to be to the rear of the building. Staff considers this criterion met.
(4) Without restricting the permissible limits of the applicable zoning district, the height and scale of
each building shall be compatible with its site and existing or anticipated adjoining buildings.
The footprint of the building is similar to the footprint of the building on the associated childcare to
the south. It is proposed to be one story, while the building on the adjoining site is two stories.
C. Relationship of Structures and Site to Adjoining Area.
(1) The Development Review Board shall encourage the use of a combination of common
materials and architectural characteristics (e.g., rhythm, color, texture, form or detailing),
landscaping, buffers, screens and visual interruptions to create attractive transitions between
buildings of different architectural styles.
(2) Proposed structures shall be related harmoniously to themselves, the terrain and to
existing buildings and roads in the vicinity that have a visual relationship to the proposed
structures.
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The applicant has provided renderings and photographs showing how the proposed building
relates to the adjoining building containing the associated childcare to the south as View 3
(Exhibit F). The adjoining building is Victorian in style while the proposed building is a modern
craftsman style. While this is a stand-alone site plan application, the applicant is proposing to
share some site features between the adjoining sites, therefore Staff considers compliance with
this criterion to be particularly relevant.
2. Staff recommends the Board ask the applicant to describe, using the language of these two
criteria, how these criteria are met.
14.07 Specific Review Standards
In all Zoning Districts and the City Center Form Based Codes District, the following standards shall
apply:
A. Environmental Protection Standards. All proposed development shall be subject to the
applicable requirements of Article 12, Environmental Protection Standards.
None of the resources identified in Article 12 exist on the site.
B. Site Design Features. All proposed development shall comply with standards for the
placement of buildings, parking and loading areas, landscaping and screening, open space,
stormwater, lighting, and other applicable standards related to site design pursuant to these
Land Development Regulations.
These standards are contained in Article 13 and are discussed below.
C. Access and Circulation. All proposed development shall comply with site access and
circulation standards of Section 15.A.14.
Much of 15.A.14 pertains to the construction of streets, which are not applicable to this
application. The applicable sections of 15.A.14 follow.
15.A.14 (D) Functional Capacity and Transit Oriented Development. The nearest signalized
intersection or those intersections specified by the DRB shall have an overall level of
service “D” or better, at the peak street hour, including the anticipated impact of the fully
developed proposed PUD or subdivision. In addition, the level of service of each through
movement on the major roadway shall have a level of service of “D” or better at full
buildout.
This project proposes to add 30 vehicle trips. Staff considers the proposal to limit the curb
cut to one-way in (except during construction) will improve traffic, and that a traffic study is
not necessary for this application. VTrans provided a Jurisdictional Opinion on 2/17/2022
stating that a permit will be required and that they approve the concept shown on the
plans. Staff considers this criterion met.
15.A.14(E) Access and Circulation. The applicant must demonstrate that the street network
is arranged to meet applicable access management, traffic, and pedestrian circulation
standards under these Regulations, including criteria for site plans under Article 14,
Transect Zone Subdivisions under Article 9, or a type of Planned Unit Development under
Article 15.C; and, for state highways, VTrans Access Management Program Guidelines in
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effect at the time of application. Unless otherwise specified under these regulations, the
street network, including the location and arrangement of streets, must be designed to:
(1)-(6) not applicable
(7) Provide for safe access to abutting properties for motorists, cyclists, and
pedestrians, including safe sight distances, access separation distances, and
accommodations for high-accident locations.
The applicant is proposing integrated circulation and access between the subject
property and the adjoining site containing the associated childcare to the south.
3. Though the site meets the requirement to have a direct connection to the sidewalk on
Shelburne Road, there is no connection between the outdoor spaces or the main building
entry, and Shelburne Road. Staff recommends the Board consider whether to require the
applicant to add a sidewalk along the driveway to provide connectivity for users who
may arrive by means other than motor vehicle.
Staff considers the elements of this criterion pertaining to sight distance, access
separation distances and accommodations for high-accident locations to be met.
(8) Align access point with existing intersections or curb cuts and consolidate existing
access points or curb cuts within the subdivision, to the extent physically and
functionally feasible.
The applicant is proposing to re-locate the existing access farther north. There are no
curb cuts with which to align it. The existing access to the property to the north is at the
far north end of the property and Staff does not consider the change in proximity of the
two driveways will have a measurable impact on safety. Staff considers this criterion
met.
(9) Minimize vehicular access point (curb cuts) to abutting properties and building lots
along pedestrian oriented street frontage; and provide, where feasible, shared
vehicular access to frontage and other abutting building lots via rear alleys, side
streets, service lanes, shared driveways, or rear cross connections between adjoining
parcels.
Though this property could be designed to remove the curb cut entirely and share
access with the adjoining site containing the associated childcare to the south, Staff
considers the proposed site configuration does not result in a significant increase in
impervious surfaces due to the narrower driveway width allowed for angled parking, nor
does it create an unsafe condition. Staff considers this criterion met.
4. The proposed one way signage is not in a location which will be useful to users of the
site. Staff recommends the Board require the applicant to reconfigure the one-way
signage to be useful for people who have already entered the site. Staff considers at
least two signs would be appropriate.
D. Transportation Demand Management (TDM) [reserved]
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E. Building Form. Development within the City Center Form Based Code District, the Urban
Design Overlay District, and other districts with supplemental building form standards shall
adhere to the standards contained therein.
See discussion of urban design overlay standards under dimensional standards above.
F. Streetscape Improvements. A proposed new construction or extension/expansion of an
existing structure exceeding the thresholds listed in either (a) Section 14.09(B) or (b) Section
8.11(D) within the City Center Form Based Code, or Section 3.15(D) in all other zoning districts,
shall be required to upgrade adjacent sidewalks, greenbelts, and related street furniture
(trees, benches, etc.) to the standards contained within the applicable Street Type and
Building Envelope Standard. Nothing in this subsection shall be construed to limit
requirements for additional upgrades as necessary to meet the requirements of these
Regulations.
No upgrades are required.
F. Access to Abutting Properties. The reservation of land may be required on any lot for
provision of access to abutting properties whenever such access is deemed necessary to reduce
curb cuts onto an arterial or collector street, to provide additional access for emergency or
other purposes, or to improve general access and circulation in the area.
See 13.02F below for discussion of access.
G. Utility Services. Electric, telephone and other wire-served utility lines and service
connections shall be underground insofar as feasible and subject to state public utilities
regulations. Any utility installations remaining above ground shall be located so as to have a
harmonious relation to neighboring properties and to the site. Standards of Section 15.A.18,
Infrastructure, Utilities, and Services, shall also be met.
The Director of the South Burlington Water Department reviewed the plans on 2/16/2022 after
the applicant made modifications based on an initial review by the same, and offers the
following comments.
1. The SBWD provided Record Drawing to the engineer for the Shelburne Rd. water lines in
the area of 1459 Shelburne Rd on 2/16/2022. Current project plans must be corrected to
show the location of the water main on the west side of Shelburne Rd.
2. Upon request, the SBWD will shut the water off on the service line to the all structures
that will be demolished as part of this project and pull each water meter and radio read
unit. A final bill will be prepared and sent to the owner of record.
3. When the service lines have been abandoned, they shall be shut off at the corporation
and disconnected from the main by the contractor. Locations of the abandoned curb
stops shall be included in the As-Builts for this project, to be provided to the SBWD when
the project is completed.
4. The water line into the proposed infant care facility shall be Ductile Iron, Class 52, and
poly wrapped with V-Bio polyethylene encasement.
5. A domestic water service line, sized appropriately, shall be tapped off the fire sprinkler
line outside of the building. A separate curb stop shall be installed on the domestic
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water service in an accessible location for the department. If the curb stop is placed in a
concrete or asphalt area, the curb box shall be installed in the top section of a gate valve
box, and a two-inch paving riser shall be installed on the valve box. The service line shall
be copper.
6. A note shall be added to the plans stating “All water lines and appurtenances shall be
installed in accordance with the Champlain Water District Specifications and Details for
the Installation of Water Lines and Appurtenances, current edition, henceforth the CWD
Specifications.”
7. Tapping fees and water allocation fees must be paid in accordance with SBWD policies.
8. As this project includes a change of use, a Water Allocation Application, found on the
South Burlington Water Department website must be completed and submitted to the
SBWD. All fees must be paid prior to restoring the water meter and water service to the
new building.
5. Staff recommends the Board require the applicant to address the comments of the South
Burlington Water Department. Staff considers the Board should require the applicant to obtain
preliminary water allocation prior to closing the hearing, though the other comments may be
addressed as conditions of approval.
The Acting Director of Public Works reviewed the plans on 2/14/2022 and offers the following
comments.
1. The applicant will need to obtain a section 1111 permit from VTrans for the curb cut
onto a State owned roadway.
2. Consider adding a One-Way and/or Do Not Enter Sign at the rear of the building where
the one way entrance accesses the rear parking lot. Motorist using the southern
entrance may not realize that the northern entrance is one way.
Staff’s recommendations pertaining to these comments are included elsewhere in this report.
H. Disposal of Wastes. All dumpsters and other facilities to handle solid waste, including
compliance with any recycling, composting, or other requirements, shall be accessible, secure
and properly screened with opaque fencing to ensure that trash and debris do not escape the
enclosure(s). Small receptacles intended for use by households or the public (ie, non-dumpster,
non-large drum) shall not be required to be fenced or screened.
The applicant is proposing to share the existing dumpster with the adjoining site containing the
associated childcare to the south. Staff considers this criterion met.
C) SUPPLEMENTAL REGULATIONS
13.02 Off Street Parking and Loading
F. Access management Requirements. It is the intent of the City to minimize traffic and
pedestrian conflicts caused by vehicular driveways on public roadways by reducing the
number of required driveways and by minimizing the number of vehicles utilizing such
driveways off public roadways. All applicants must make an effort to reduce these impacts. All
commercial lots (retail, restaurant, office, service uses, excluding residential, agricultural and
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industrial uses) located adjacent to other commercial lots must provide a driveway connection
to any adjacent commercial lot. If the adjacent property owner does not want to provide for
that connection, the applicant must provide an easement to do so in the future when
circumstances may change. This driveway connection or easement should be located where
vehicular and pedestrian circulation is most feasible.
LDR 13.02F requires all commercial lots located adjacent to other commercial lots to provide a
driveway connection to any adjacent commercial lot. It goes on to state that if the adjacent
property owner does not want to provide for that connection, the applicant must provide an
easement to do so in the future when circumstances may change. This driveway connection or
easement should be located where the vehicular and pedestrian circulation is most feasible.
6. Staff considers this criterion is not met for the property to the west. Staff recommends the Board
require the applicant to provide on the plans and record a cross-lot easement to the benefit of
the adjacent property to the west at the southwest portion of the site. If such a connection were
appropriate in the future, it would require reconfiguration of the parking spaces proposed in that
location and installation of a short culvert for conveyance of stormwater.
Staff considers the difference in topography not appropriate for a connection to the parcel to
the north.
G. Design requirements for Parking Spaces, Parking Aisles, Lighting and Landscaping
(1) Design requirements for off-street parking and loading are provided in Table 13-2
and Figure 13-1, Section 13.04, Landscaping , Screening, and Street Trees, and Section
13.07, Exterior Lighting. All paved parking spaces shall be striped or otherwise
physically delimited.
The applicant is proposing parking angled at 60° as measured in Table 13-2 and Figure
13-1. The required dimensions are as follows.
Requirement Provided
Parking Angle 60° 60°
Curb Length 9.8 ft. 11.5 ft. minimum
Stall Depth 19.8 ft. 19.8 ft.
Aisle Width 15 ft. 15 ft.
7. The applicant is proposing to make the parking stalls almost 2-ft wider than required. If
the applicant were to meet the specific requirement, there would be about 5-ft less
pavement on the site, which, if added to the proposed landscaping island, would
promote tree health. Staff recommends the Board discuss reducing the width of the
angled parking with the applicant and adding to the landscape island.
Parking lot landscaping is further discussed under 13.04 below.
(2) The location of parking areas and loading docks shall prevent conflicts with
entering and existing traffic onto a public street and prevent conflicts between
vehicles and pedestrians. The distance between access points and parking areas shall
be adequate to minimize blockage and prevent back-ups onto the public street.
Staff considers this criterion met.
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(3) Provision shall be made for access by police, fire and emergency vehicles.
The Fire Chief reviewed the plans on 2/22/2022 and offers the following comments.
We met with the applicant and reviewed the site access pursuant to NFPA 1 –
Chapter 18. The applicant has met the guidelines set forth in IBC, NFPA and City
ordinances.
Staff considers this criterion met.
(4) Pedestrian safety. Insofar as practicable, pedestrian and bicycle circulation shall be
separated from motor vehicle circulation. Safe and convenient pedestrian circulation,
including appropriate sidewalks, shall be provided on the site and its approaches. The
pedestrian circulation on site shall be designed to minimize adverse effects of
vehicular traffic on sidewalks and recreation paths.
Staff’s comments pertaining to pedestrian circulation, and particularly to pedestrian
connectivity between the street and the site, is discussed under 14.07C above.
(5) Bicycle parking or storage facility. See Section 13.03
(6) Stormwater management strategies that facilitate infiltration including but not
limited to recessed planting islands, bioretention facilities, and pervious parking
spaces are encouraged in the design of any off-street parking or loading area.
Stormwater management is discussed under 13.05 below.
13.03 Bicycle Parking and Storage.
The applicant has provided six bicycle racks, providing parking for twelve bicycles, split between the site
and the adjoining site containing the associated childcare to the south. The minimum requirement for
bicycle parking is as follows.
Required Bike Parking This Site Childcare at 1475 Shelburne
Road
Short Term (1 per 5k sf,
minimum 2)
2 Unknown
Long Term (50% of short term) 1 N/A
Clothes Lockers 1 N/A
8. Since the applicant is proposing to share bike parking between the two properties, Staff recommends
the Board require the applicant to provide square footage of the adjoining site in order to determine
if required short term minimums are met.
9. Based on the provided floor plan, the applicant is not meeting the requirement for long term bicycle
parking or clothes lockers. Staff recommends the Board require the applicant to modify the plans to
provide for the required long term bike parking and clothes locker prior to closing the hearing.
13.04 Landscaping, Screening & Street Trees
B. Except for parking spaces accessory to a one-family or two-family dwelling, all off-street
parking areas subject to review by the Development Review Board, shall be curbed and landscaped
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with appropriate trees, shrubs, and other plants including ground covers, as approved by the
Development Review Board. Sections of recessed curb are permitted if their purpose is to allow
stormwater runoff from the adjacent parking area to reach stormwater collection, treatment and
management infrastructure. The Development Review Board shall consider the adequacy of the
proposed landscaping to assure the establishment of a safe, convenient, and attractive parking area
and the privacy and comfort of abutting properties.
(1) All off-street parking areas shall be landscaped around the perimeter of the lot with trees,
shrubs and other plants. Perimeter planting shall be set back from the curb sufficiently to allow for
snow storage. The purpose of perimeter planting shall be to mitigate the view of the parking lot
from the public way and from adjacent uses and properties, and to provide shade and canopy for
the parking lot. In some situations it may be necessary both for surveillance purposes and for the
perception of safety to install the size and type of plants that leave visual access between the
parking lot to the public way or other pedestrian areas.
10. The applicant has proposed a limited amount of landscaping around the parking area. The
landscaping budget is not met (discussed below). Staff recommends the Board require the applicant
to apply some of the required additional landscaping to the perimeter of the lot. The City Arborist
recommends trees be set back 10-ft from curbs to provide protection from snow plowing.
(2) In all parking areas containing twenty-eight (28) or more contiguous parking spaces and/or in
parking lots with more than a single circulation lane, at least ten percent (10%) of the interior of
the parking lot shall be landscaped islands planted with trees, shrubs and other plants. Such
requirement shall not apply to structured parking or below-ground parking.
Though this site does not have more than 28 spaces, the applicant is proposing to create a parking
lot of more than 28 spaces shared between the two adjoining parcels. The Board has historically
applied this standard to parking lots regardless of parcel boundaries. Staff will apply this standard to
the related applicant for site plan amendment on the adjoining site containing the associated
childcare to the south.
(3) All interior and perimeter planting shall be protected by curbing unless specifically designed as
a collection and treatment area for management of stormwater runoff as per 13.04(B)(5)(c)
below. Interior planted islands shall have a minimum dimension of six (6) feet on any one side, and
shall have a minimum square footage of sixty (60) square feet. Large islands are encouraged.
Curbing is proposed except where stormwater is proposed to be addressed by sheet flow. B above
indicates that only small sections of curbing should be removed for stormwater. However, the
applicant has protected the planting by locating it on the far side of the stormwater swale. Staff
considers this criterion met.
(4) Landscaping Requirements
(a) Landscaping shall include a variety of trees, shrubs, grasses and ground covers. All
planting shall be species hardy for the region and, if located in areas receiving road runoff or
salt spray, shall be salt-tolerant.
The provided trees are a variety of species. Staff considers this criterion met.
(b) At least one (1) major deciduous shade tree shall be provided within or near the
perimeter of each parking area, for every five (5) parking spaces. The trees shall be placed
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evenly throughout the parking lot to provide shade and reduce glare. Trees shall be placed a
minimum of thirty (30) feet apart.
11. The applicant is proposing two shade trees and adding 14 parking spaces. This criterion is not
met. Staff recommends the Board require the applicant to apply some of the required
landscaping budget to meeting this criterion.
(c) Trees shall have a caliper equal to or greater than two and one-half (2 ½) inches when
measured on the tree stem, six (6) inches above the root ball.
The applicant has proposed 2 to 3 inch caliper trees. This does not meet the standard. Staff
recommends the Board require the applicant to provide trees with a minimum of 2 ½ inches at
the time of installation.
(d) Where more than ten (10) trees are installed, a mix of species is encouraged; the
species should be grouped or located in a manner that reinforces the design and layout of the
parking lot and the site.
Fewer than 10 trees are proposed.
(7) Snow storage areas must be specified and located in an area that minimizes the potential for
erosion and contaminated runoff into any adjacent or nearby surface waters.
The applicants proposed snow storage areas, in the stormwater swales and basins, conflict with
proposed landscaping and would result in reduced functionality of the stormwater treatment
system. Staff recommends the Board require the applicant to provide an alternative location for
snow storage.
C. Screening or buffering. The Development Review Board will require landscaping, fencing, land
shaping and/or screening along property boundaries (lot lines) whenever it determines that a) two
adjacent sites are dissimilar and should be screened or buffered from each other, or b) a property’s
appearance should be improved, which property is covered excessively with pavement or structures or
is otherwise insufficiently landscaped, or c) a commercial, industrial, and multi-family use abuts a
residential district or institutional use, or (d) a parking or loading area is adjacent to or visible from a
public street.
Staff considers that the proposed site is not dissimilar enough from the adjoining property to require
additional screening beyond that required in B(1) above.
D. Front Yards of Non-Residential and Multi-Family Uses. In the case of non-residential and multi-
family uses, the required front yard and/or the frontage along designated arterial and collector
streets (see Article 3, Section 3.06 for this list) shall be suitably landscaped and maintained in good
appearance. Landscape elements that reduce stormwater runoff and promote stormwater infiltration
are encouraged. The Development Review Board shall require the applicant to meet the provisions of
sections 13.04(F) and (G).
While Staff considers this criterion met, Staff also considers that additional front yard landscaping may
be an opportunity to meet landscaping budget requirements.
G(3) Landscaping Budget Requirements. The Development Review Board shall require minimum
planting costs for all site plans, as shown in Table 13-4 below. In evaluating landscaping requirements,
some credit may be granted for existing trees or for site improvements other than tree planting as
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long as the objectives of this section are not reduced. The costs below are cumulative; for example, a
landscaping budget shall be required to show a planned expenditure of three percent of the first
$250,000 in construction or improvement cost plus two percent of the next $250,000 in construction or
improvement cost, plus one percent of the remaining cost over $500,000. The landscaping budget shall
be prepared by a landscape architect or professional landscape designer.
The building cost is $1,600,000, requiring a minimum landscaping value of $23,500. The applicant has
only provided $7,300 in trees and shrubs. The applicant has provided the following statement
pertaining to landscaping budget.
Cost of landscaping are approximate and may vary at time of construction. Installation costs,
additional decorative mulching, providing grassed area, flowers, and hardscape around the site will
increase the total landscaping costs to $20,000 required by the City of South Burlington.
12. The applicant’s proposal does not meet the minimum required landscaping budget. Annuals, mulch,
grass may not be used to meet the minimum requirements, and the approved landscaping budget
must be specifically enumerated. Staff recommends the Board require the applicant to modify the
plans to provide $23,500 in trees and shrubs prior to closing the hearing.
The City Arborist reviewed the plans on 2/15/2022 and offers the following comments.
Should provide Tree Protection Plan and Details for any existing trees to be retained. Leaving the
decision to preserve the existing 18 inch maple on the west side of the building should not be left
up to the contractor, if the tree is going to be retained the appropriate tree protection measures
must be on the plans and applied.
Recommend continuous planting pits filled with loam/sandy loam soil to a depth of 2ft in parking
lot bump outs to provide adequate soils for tree/plant growth
The landscape budget detailed on the plans may not meet minimum requirements. There is a
clause indicating that the city requirement is $20,000 but only $7300 is listed with a stipulation
that additional costs at the time of installation will meet the requirement
13. Staff supports the City Arborists suggestion to require the applicant to retain the 18-inch maple and
recommends the Board require the applicant to modify their erosion prevention and sediment
control plan to provide robust tree protection around the drip edge of the existing tree. Staff also
considers that since retention of this tree is not required, and the applicant must take specific
measures to retain it, that the Board may wish to allow the applicant credit against their proposed
minimum landscaping budget for retention of the tree. Staff considers a minimum appropriate value
to be the cost of additional tree protection measures, for which the Board should require the
applicant to provide a breakdown.
14. Staff recommends the Board require the applicant to modifying their tree planting details to
incorporate the comments of the City Arborist.
13.05 Stormwater Management
Stormwater standards apply when one-half acre or more of impervious surface exists or is proposed to
exist, and where 5,000 sf of impervious is created or reconstructed. The City Stormwater Section
reviewed the proposed plans on 2/22/2022 and offers the following comments.
1. Revise stormwater system to Tier 2 bioretention system.
2. Revise emergency spillway detail so that the bottom of stone is not 6” below the surface of the
basin.
#SP-22-006
14
3. Confirm that the berm along the west side of the site can tie into the dumpster pad in such a way
that stormwater is not bypassing treatment. Consider adding a portion of curbing if needed.
4. Only a portion of the drainage area is routed to the forebay, include additional pre-treatment for
remainder of area, such as a stone diaphragm.
5. Confirm if roof on property to the north drains into the grass swale.
6. Revise grades so that water does not puddle in corner of parking spaces at elevation 156, in
curbed area.
7. Consider adding a removable screw cap on underdrain outlet to potentially clear 1” orifice.
8. The DRB should include a condition requiring the applicant to regularly maintain all stormwater
treatment and conveyance infrastructure.
15. Staff recommends the Board require the applicant to address the comments of the City stormwater
section prior to closing the hearing.
13.07 Exterior Lighting
Lighting requirements are summarized as follows.
(1) Fixtures must be downcast and shielded
(2) Illumination must be evenly distributed
(3) Fixtures must be placed to minimize lighting from becoming a nuisance
(4) Poles shall be rustproof metal, cast iron, fiberglass, finished wood or similar structural
material, with a decorative surface or finish
(5) Poles & building mounted fixtures may be no higher than 30-ft
(6) Poles must be located in safe locations
Specific requirements for maximum illumination levels are included in Appendix A and are limited to 3
foot candles average at ground level. The applicant has provided a photometric drawing indicating
illumination level criterion are met for uncovered areas.
16. Fixture type “G” is proposed to be a flood light, which is specifically prohibited. Staff recommends
the Board require the applicant to remove the flood light fixtures.
13.11 Fences
The applicant has shown a fence on the plans but no fence details are provided. Staff recommends the
Board require the applicant to provide a fence detail demonstrating compliance with the LDR.
3.18 Energy Standards
All new buildings are subject to the Stretch Energy Code pursuant to Section 3.18: Residential and
Commercial Building Energy Standards of the LDRs. This now includes provision of a solar-ready roof.
17. Staff recommends the Board discuss with the applicant how the roof will comply with the standard.
If the applicant demonstrates satisfactory compliance with this requirement, Staff considers
demonstration of it on the plans can be a condition of approval.
#SP-22-006
15
RECOMMENDATION
Staff recommends that the Board work with the applicant to address the issues identified herein.
Respectfully submitted,
Marla Keene, Development Review Planner
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
C-0.00
EXISTING
CONDITIONS
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446 www.krebsandlansing.com
STANDARD GRAPHIC SCALE (1" = 20')
VALID WHEN PLOTTED ON 24" BY 36" MEDIA
0'
0"1"2"3"
10'20'40'60'
STAMP:
CALCULATIONS:
EXISTING CONDITIONS:
·BUILDING COVERAGE: ±3,450 S.F. (0.08 ACRES) (11.3%)
·OVERALL IMPERVIOUS: ±10,550 S.F. (0.24 ACRES) (33.8%)
·FRONT YARD COVERAGE: ±2,450 S.F. (FRONT YARD AREA = 2,985 S.F.) (82.1%)
·±12 PARKING SPOTS
LOCATION MAP
SCALE: 1" = 1
2 MILE
1.ASPECTS OF PLAN ARE APPROXIMATE AND DERIVED
FROM VERMONT USGS, GIS FIGURES, AND AERIAL
PHOTOGRAPHY. AERIAL PHOTOGRAPHY DATED
APRIL 2018. ASPECTS FROM 1475 SHELBURNE ROAD
ARE DERIVED FROM PERMIT PLANS AND HAVE NOT
BEEN FIELD VERIFIED.
2.THE HORIZONTAL COORDINATE SYSTEM IS BASED ON
NAD83 VERMONT STATE PLANE 4400 (US SURVEY
FEET). ELEVATIONS ARE BASED ON THE NAVD88 (US
SURVEY FEET).
3.THE UTILITIES ARE NOT WARRANTED TO BE
COMPLETE. CONTRACTOR SHALL CONTACT DIG SAFE
BEFORE BEGINNING ANY EXCAVATION.
4.THIS IS IN NO WAY A BOUNDARY SURVEY. PROPERTY
LINES SHOWN ON THIS PLAN ARE FROM TAX MAP
INFORMATION PROVIDED BY THE CITY. PROPERTY
LINES HAVE BEEN ADJUSTED BASE ON
MONUMENTATION FOUND IN THE FIELD AND
EVIDENCE IN AERIAL PHOTOGRAPHY.
THE
HOMESTEAD
SCHOOL
1459 Shelburne Road (VT Route 7)
South Burlington, Vermont
OWNER:
ANTHONY SOCINSKI TRUST
533 TANNER ROAD
JEFFERSONVILLE, VERMONT 05464
APPROXIMATE PROPERTY LINES
EXISTING GRADE CONTOUR
LINES (5 FOOT INTERVALS)
EXISTING TREELINE
EXISTING GRADE CONTOUR
LINES (1 FOOT INTERVALS)
PLAN NOTES:LEGEND
IRON PIPE / CONCRETE
MONUNMENT FOUND
PROPERTY INFORMATION:
ADDRESS: 1459 SHELBURNE ROAD
PARCEL ID: 1540-01459
SPAN: 600-188-15810
GRANDLIST ACREAGE: 0.71 ACRES
ZONING: COMMERCIAL 2 (C2)
FRONT YARD BUILDING SETBACK: 30'
BACK YARD BUILDING SETBACK: 30'
SIDE YARD BUILDING SETBACK: 10'
MAXIMUM BUILDING COVERAGE:40%
MAXIMUM TOTAL LOT COVERAGE: 70%
EXISTING SEWER
LINE/MANHOLE
EXISTING STORM
LINE/MANHOLE/BASIN
EXISTING OVERHEAD
ELECTRIC LINE/POWER POLE
EXISTING UNDERGROUND POWER
EXISTING WATER
LINE/HYDRANT/VALVE/SHUTOFF
SURVEY CONTROL POINT
EXISTING SIGN
APPROXIMATE EASEMENTS
EXISTING GAS LINE/VALVE
SITE
LAT: N44° 25' 53.8"
LONG: W73° 12' 42.1"
APPLICANT:
REPERIO PROPERTIES, LLC
P.O. BOX 1133
WILLISTON, VERMONT 05495
1
THE
HOMESTEAD
SCHOOL
1459 Shelburne Road (VT Route 7)
South Burlington, Vermont
OWNER:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
C-1.00
PROPOSED
INFANT CARE FACILITY
SITE PLAN
ANTHONY SOCINSKI TRUST
533 TANNER ROAD
JEFFERSONVILLE, VERMONT 05464
APPROXIMATE PROPERTY LINES
EXISTING GRADE CONTOUR
LINES (5 FOOT INTERVALS)
EXISTING TREELINE
EXISTING GRADE CONTOUR
LINES (1 FOOT INTERVALS)
LEGEND
IRON PIPE / CONCRETE
MONUNMENT FOUND
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446 www.krebsandlansing.com
PROPERTY INFORMATION:
ADDRESS: 1459 SHELBURNE ROAD
PARCEL ID: 1540-01459
SPAN: 600-188-15810
GRANDLIST ACREAGE: 0.71 ACRES
ZONING: COMMERCIAL 2 (C2)
FRONT YARD BUILDING SETBACK: 30'
BACK YARD BUILDING SETBACK: 30'
SIDE YARD BUILDING SETBACK: 10'
MAXIMUM BUILDING COVERAGE:40%
MAXIMUM TOTAL LOT COVERAGE: 70%
EXISTING SEWER
LINE/MANHOLE
EXISTING STORM
LINE/MANHOLE/BASIN
EXISTING OVERHEAD
ELECTRIC LINE/POWER POLE
EXISTING UNDERGROUND POWER
EXISTING WATER
LINE/HYDRANT/VALVE/SHUTOFF
SURVEY CONTROL POINT
EXISTING SIGN
PROPOSED GRADE CONTOUR
LINES (5 FOOT INTERVALS)
PROPOSED GRADE CONTOUR
LINES (1 FOOT INTERVALS)
PROPOSED GAS LINE/VALVE
PROPOSED SEWER
LINE/MANHOLE
PROPOSED
UNDERGROUND POWER
PROPOSED WATER
LINE/HYDRANT/VALVE/SHUTOFF
STANDARD GRAPHIC SCALE (1" = 20')
VALID WHEN PLOTTED ON 24" BY 36" MEDIA
0'
0"1"2"3"
10'20'40'60'
STAMP:
APPROXIMATE EASEMENTS
PROPOSED FORCE MAIN
PROPOSED UNDERGROUND
COMMUNICATIONS
EXISTING GAS LINE/VALVE
APPLICANT:
REPERIO PROPERTIES, LLC
P.O. BOX 1133
WILLISTON, VERMONT 05495
CALCULATIONS:
EXISTING CONDITIONS:
·BUILDING COVERAGE: ±3,450 S.F. (0.08 ACRES) (11.3%)
·OVERALL IMPERVIOUS: ±10,550 S.F. (0.24 ACRES) (33.8%)
·FRONT YARD COVERAGE: ±2,450 S.F. (FRONT YARD AREA = 2,985 S.F.) (82.1%)
·±12 PARKING SPOTS
PROPOSED CONDITIONS:
·BUILDING COVERAGE: ±4,480 S.F. (0.10 ACRES) (14.5%)
·OVERALL IMPERVIOUS: ±14,300 S.F. (0.33 ACRES) (46.2%)
·FRONT YARD COVERAGE: ±500 S.F. (FRONT YARD AREA = 2,985 S.F.) (16.8%)
·15 PARKING SPOTS
1.ASPECTS OF PLAN ARE APPROXIMATE AND DERIVED
FROM VERMONT USGS, GIS FIGURES, AND AERIAL
PHOTOGRAPHY. AERIAL PHOTOGRAPHY DATED
APRIL 2018. ASPECTS FROM 1475 SHELBURNE ROAD
ARE DERIVED FROM PERMIT PLANS AND HAVE NOT
BEEN FIELD VERIFIED.
2.THE HORIZONTAL COORDINATE SYSTEM IS BASED ON
NAD83 VERMONT STATE PLANE 4400 (US SURVEY
FEET). ELEVATIONS ARE BASED ON THE NAVD88 (US
SURVEY FEET).
3.THE UTILITIES ARE NOT WARRANTED TO BE
COMPLETE. CONTRACTOR SHALL CONTACT DIG SAFE
BEFORE BEGINNING ANY EXCAVATION.
4.THIS IS IN NO WAY A BOUNDARY SURVEY. PROPERTY
LINES SHOWN ON THIS PLAN ARE FROM TAX MAP
INFORMATION PROVIDED BY THE CITY. PROPERTY
LINES HAVE BEEN ADJUSTED BASE ON
MONUMENTATION FOUND IN THE FIELD AND
EVIDENCE IN AERIAL PHOTOGRAPHY.
PLAN NOTES:
EXISTING WATER/WASTEWATER DESIGN FLOW:
·THERE IS NO EXISTING WW PERMIT FOR THE PROPERTY. PROPERTY HOUSES AN
EXISTING BUSINESS DENSMORE MONUMENTS. BELOW ARE ASSUMED FLOWS
BASED ON THE WW SUPPLY RULES.
·5 EMPLOYEES * 15 GPD PER EMPLOYEE = 75 GPD
·10 PATRONS PER DAY * 4 GPD PER PATRON = 40 GPD
·TOTAL = 115 GPD
STATE OF VERMONT PROPOSED WASTEWATER/WATER DESIGN FLOWS:
·PROPOSED USE IS A CHILD CARE FACILITY WHICH DOES NOT SERVE MEALS ON
SITE. TOTAL AMOUNT OF EMPLOYEES AND CHILDREN WHICH WILL USE THE
PROPOSED FACILITY EQUALS 10 EMPLOYEES AND 32 CHILDREN
·42 EMPLOYEES & CHILDREN * 13 GPD PER PERSON WITHOUT MEALS = 546 GPD
BASIS OF DESIGN FOR POTABLE
WATER AND WASTEWATER DESIGN FLOW
ALL VALUES CALCULATED BELOW WERE GENERATED USING VALUES PUBLISHED BY THE
"INSTITUTE OF TRANSPORTATION ENGINEERS (ITE) TRIP GENERATION MANUAL, 10TH
EDITION". VALUES ARE LISTED AS VEHICLE TRIP ENDS (VTE) BASED ON SPECIFIC USES IN
THE MANUEL. MANUEL USE ANALYZED IS DAY CARE CENTER BASED ON STUDENT
POPULATION (MANUAL #565). BELOW IS THE EVALUATION.
STUDENTS FOR TRAFFIC CALCULATIONS:
·TOTAL STUDENTS FOR THE PROPOSED FACILITY ON 1459 SHELBURNE ROAD
·TOTAL OF 32 STUDENTS
ANALYSIS:TRAFFIC VALUES:
·WEEKDAY AVERAGE VTE = 32 STUDENTS * 4.09 VTE/PER STUDENT = 131 VTE
·WEEKDAY AM PEAK HOUR VTE = 32 STUDENTS * 0.79 VTE/PER STUDENT = 26 VTE
·WEEKDAY PM PEAK HOUR VTE = 32 STUDENTS * 0.81 VTE/PER STUDENT = 26 VTE
IN BOTH EVALUATIONS THE EFFECT ON TRAFFIC TO THE PROPOSED CHANGE IN USE HAS
REMAINED RELATIVELY THE SAME OR WITH A SLIGHT DECREASE.
PROJECT TRAFFIC
1
THE
HOMESTEAD
SCHOOL
1459 Shelburne Road (VT Route 7)
South Burlington, Vermont
OWNER:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
C-1.03
PROPOSED
LANDSCAPING PLAN
ANTHONY SOCINSKI TRUST
533 TANNER ROAD
JEFFERSONVILLE, VERMONT 05464
APPROXIMATE PROPERTY LINES
EXISTING GRADE CONTOUR
LINES (5 FOOT INTERVALS)
EXISTING TREELINE
EXISTING GRADE CONTOUR
LINES (1 FOOT INTERVALS)
LEGEND
IRON PIPE / CONCRETE
MONUNMENT FOUND
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446 www.krebsandlansing.com
PROPERTY INFORMATION:
ADDRESS: 1459 SHELBURNE ROAD
PARCEL ID: 1540-01459
SPAN: 600-188-15810
GRANDLIST ACREAGE: 0.71 ACRES
ZONING: COMMERCIAL 2 (C2)
FRONT YARD BUILDING SETBACK: 30'
BACK YARD BUILDING SETBACK: 30'
SIDE YARD BUILDING SETBACK: 10'
MAXIMUM BUILDING COVERAGE:40%
MAXIMUM TOTAL LOT COVERAGE: 70%
EXISTING SEWER
LINE/MANHOLE
EXISTING STORM
LINE/MANHOLE/BASIN
EXISTING OVERHEAD
ELECTRIC LINE/POWER POLE
EXISTING UNDERGROUND POWER
EXISTING WATER
LINE/HYDRANT/VALVE/SHUTOFF
SURVEY CONTROL POINT
EXISTING SIGN
PROPOSED GRADE CONTOUR
LINES (5 FOOT INTERVALS)
PROPOSED GRADE CONTOUR
LINES (1 FOOT INTERVALS)
PROPOSED GAS LINE/VALVE
PROPOSED SEWER
LINE/MANHOLE
PROPOSED
UNDERGROUND POWER
PROPOSED WATER
LINE/HYDRANT/VALVE/SHUTOFF
STANDARD GRAPHIC SCALE (1" = 20')
VALID WHEN PLOTTED ON 24" BY 36" MEDIA
0'
0"1"2"3"
10'20'40'60'
STAMP:
APPROXIMATE EASEMENTS
PROPOSED FORCE MAIN
PROPOSED UNDERGROUND
COMMUNICATIONS
EXISTING GAS LINE/VALVE
APPLICANT:
REPERIO PROPERTIES, LLC
P.O. BOX 1133
WILLISTON, VERMONT 05495
1.ASPECTS OF PLAN ARE APPROXIMATE AND DERIVED FROM VERMONT USGS, GIS
FIGURES, AND AERIAL PHOTOGRAPHY. AERIAL PHOTOGRAPHY DATED APRIL 2018.
ASPECTS FROM 1475 SHELBURNE ROAD ARE DERIVED FROM PERMIT PLANS AND HAVE
NOT BEEN FIELD VERIFIED.
2.THE HORIZONTAL COORDINATE SYSTEM IS BASED ON NAD83 VERMONT STATE PLANE
4400 (US SURVEY FEET). ELEVATIONS ARE BASED ON THE NAVD88 (US SURVEY FEET).
3.THE UTILITIES ARE NOT WARRANTED TO BE COMPLETE. CONTRACTOR SHALL
CONTACT DIG SAFE BEFORE BEGINNING ANY EXCAVATION.
4.THIS IS IN NO WAY A BOUNDARY SURVEY. PROPERTY LINES SHOWN ON THIS PLAN ARE
FROM TAX MAP INFORMATION PROVIDED BY THE CITY. PROPERTY LINES HAVE BEEN
ADJUSTED BASE ON MONUMENTATION FOUND IN THE FIELD AND EVIDENCE IN AERIAL
PHOTOGRAPHY.
PLAN NOTES:
LANDSCAPING SCHEDULE
QUANTITY COMMON NAME PURCHASE SIZE MATURE SIZE APPROX. COST PER PLANT TOTAL COST
2 AUTUMN GOLD GINKO BILOBA 2-3 INCH CALIPER 20' - 30' HIGH $400 PER PLANT $800
2 NEW HORIZON ELM 2-3 INCH CALIPER 30' - 40' HIGH $600 PER PLANT $1,200
2 MARMO FREEMAN MAPLE 2-3 INCH CALIPER 40' - 50' HIGH $600 PER PLANT $1,200
21 HUMMINGBIRD SUMMERSWEET 3 GALLON 3' - 5' DIAMETER $100 PER PLANT $2,100
16 DWARF FRAGRANT SUMAC 1 GALLON 2' - 3' DIAMETER $50 PER PLANT $800
12 SWAMP AZALEA 3 GALLON 3' - 5' DIAMETER $100 PER PLANT $1,200
$7,300
NOTE: REMOVE ALL NON-BIODEGRADABLE
MATERIAL FROM PLANT PIT
TREE
SUPPORT
ANCHOR
CUT AND REMOVE ANY
WIRE, ROLL BURLAP BACK
FROM TOP 1/3 OF ROOTBALL
BEFORE BACKFILLING;
UNTIE ROPE FROM TRUNK
EXISTING
SUBGRADE
6" COMPACTED
PLANTING MIXTURE
FINISH
GRADE
PLANTING
MIXTURE
TEMPORARY
LANDSCAPE
SOIL SAUCER
REINFORCED
RUBBER HOSE
TREE TO BE
SET PLUMB
SHREDDED BARK
MULCH, 3" MIN. DEPTH
TRUNK
TRANSITION
GUYING MATERIAL (GUYING
WIRE, 3 PER TREE)
CROWN TO BE PRUNED AS
DIRECTED BY ARCHITECT -
DO NOT CUT LEADER
SMALL SHRUBS SHALL BE
INSTALLED USING SIMILAR
SUBBASE MATERIAL, MAY
NOT NEED TREE SUPPORT.
TREE PLANTING IN LANDSCAPE DETAIL
N.T.S.
H
NOTE: COSTS OF LANDSCAPING PLANS ABOVE
ARE APPROXIMATE AND MAY VARY AT TIME OF
CONSTRUCTION. INSTALLATION COSTS,
ADDITIONAL DECORATIVE MULCHING, PROVIDING
GRASSED AREA, FLOWERS, AND HARDSCAPE
AROUND THE SITE WILL INCREASE THE TOTAL
LANDSCAPING COSTS TO $20,000 REQUIRED BY
THE CITY OF SOUTH BURLINGTON
1
E111C
D D A
FIRST FLOOR
100' -0"
D
C2
D
FIRST FLOOR
100' -0"
SNOW GUARDS
E117 E114 E111A
WOOD COLUMN
B1B2B2
E E WOOD COLUMN
FIRST FLOOR
100' -0"12'-0"E100
C1 C1PRINCIPLE BUILDING HEIGHT21'-0"Ownership of Instruments of ServiceAll reports, drawings, specifications, computer files, field data, notes and other documents and instruments prepared by the Consultant as instruments of service shall remain the property of the Consultant. The Consultant shall retain all common law, statutory and other reserved rights, including the copyright thereto.1/27/2022 12:35:46 PMC:\Users\kdesroches\Documents\2021046_THE HOMESTEAD_R21_ARCH_KDesRoches.rvt1/27/2022 12:35:46 PM
THE HOMESTEAD INFANT & TODDLER SCHOOL2021046 | Printed:EXTERIOR ELEVATIONS & MATERIALS
SHELBURNE RD, SOUTH BURLINGTON, VT
SD-2 3/16" = 1'-0"
1 EAST ELEVATION (FRONT)
SD-2 3/16" = 1'-0"
2 NORTH ELEVATION (SIDE)
SD-2 3/16" = 1'-0"
3 SOUTH ELEVATION (SIDE)
SD-2 3/16" = 1'-0"
4 WEST ELEVATION (REAR)
OPTION 1: STANDING SEAM METAL ROOF
EXTERIOR MATERIALS
COMPOSITE SHAKE SIDING COMPOSITE CLAPBOARD SIDING
WOOD T&G CEILINGS @ ENTRY
PORCHES
WOOD COLUMNS @ ENTRY
PORCHES
OPTION 2: ARCHITECTURAL ASPHALT
SHINGLES
MULTI-PURPOSE
PLAY ROOM
111
STOR.
110
RR
106
RR
107
HALL
105
K'ETTE/STAFF
112
INFANT 1
102
INFANT 2
104
NAP ROOM
103
MUDROOM
101
TODDLER 1
117
TODDLER 2
114
STOR.
115
RR
116
VEST.
100
W/D
118
MOTHER'S ROOM
108
MECH/ELEC
113
COVERED
ENTRY PORCH
COVERED
ENTRY PORCHOwnership of Instruments of ServiceAll reports, drawings, specifications, computer files, field data, notes and other documents and instruments prepared by the Consultant as instruments of service shall remain the property of the Consultant. The Consultant shall retain all common law, statutory and other reserved rights, including the copyright thereto.1/27/2022 12:36:43 PMC:\Users\kdesroches\Documents\2021046_THE HOMESTEAD_R21_ARCH_KDesRoches.rvt1/27/2022 12:36:43 PM
THE HOMESTEAD INFANT & TODDLER SCHOOL2021046 | Printed:FIRST FLOOR PLAN
SHELBURNE RD, SOUTH BURLINGTON, VT
SD-0 1/4" = 1'-0"
1 FIRST FLOOR PLAN (PRESENTATION)
525 Hercules Drive I Suite Two I Colchester, VT 05446 I Phone: 802.655.5020 I Fax: 802.655.6567 I wiemannlamphere.com
1/28/22
The Homestead Infant & Toddler School – South Burlington, VT
Site Plan Application – Narrative
We’re pleased to present plans for a proposed project, The Homestead Infant & Toddler School,
located at 1459 Shelburne Rd. The applicant currently owns the adjacent property at 1475
Shelburne Rd, The Homestead Preschool, and are under a purchase & sale agreement with the
adjacent property owner. The proposed building will provide much needed childcare for the infant
age group as well as compliment the adjacent building & families which currently only provides
childcare for ages 3 and up. The property will also allow the facility expanded playground space as
well as an opportunity to create better vehicular & pedestrian circulation on the site.
The property is currently owned and operated by Densmore Monuments which supplies &
manufacturer’s monuments and burial stones. The existing buildings would be demolished to
allow for new construction of the 4,480 sq. ft. childcare facility. The building is proposed to be one-
story and, in a style complimentary to the Victorian architecture of the adjacent preschool. The
aesthetics of the new building are planned to imply a carriage barn, acting as a support/secondary
building to the main/primary building.
The project is located within the Commercial 2 (C2) zone and also falls under the Urban Design
Overlay (UDO). The front yard setback is 20’-0” to the entry porch which is the minimum in the
Urban Design Overlay district. The building has a pitched gable roof with a principle building height
of 21’-0” which falls under the 40 ft maximum listed in Table C-2 Dimensional Standards. 15 new
parking spaces will be added to existing adjacent lot, totaling in 48 parking spaces between the 2
sites. 4 short term bicycle parking spaces will be provided as req’d per 13.14.
The project has designed a stormwater system to treat and temporarily contain stormwater runoff
from the proposed site and a large portion of the 1475 Shelburne Road site. The stormwater runoff
will be managed by a large Dry Swale/Basin with underdrain at the rear of the property. The best
management practice (BMP) was designed/sized using State of Vermont Stormwater manual,
workbooks, worksheets, calculations, and forms. The BMP will manage 1.05 acres, which is the
majority of 1459 Shelburne Road property, the rear parking lot and the recently renovated
playground on 1475 Shelburne Road. The calculations assumed all the recently renovated
playground surface to be impervious. However, if portions of the playground need to be disturbed
for the new project and interconnection of the properties, the Contractor will replace these
portions with pervious cross sections. This site could not take advantage of the infiltration because
it is located on Hydrologic Group D soils, which are poor draining. Some infiltration is anticipated,
but to be conservative, it is not included in our calculations.
The BMP was sized to contain both the water quality storm (WQv) and channel protection storm
(CPv) prior to outlet over the emergency spill way. Evaluation of both QP10 and QP100 would not
525 Hercules Drive I Suite Two I Colchester, VT 05446 I Phone: 802.655.5020 I Fax: 802.655.6567 I wiemannlamphere.com
be required because the site directly outlets to Lake Champlain (QP10 waiver) and
has less than 10 acres of impervious (QP100 waiver). However, both larger storm
events were evaluated from pre-development to post-development. Evaluations
showed there is a large reduction in the 10-year storm, and a slight increase in the
100-year storm, which is considered nominal (0.04 cfs). Per South Burlington regulations, the 25-
year storm was also evaluated and saw a slight reduction from pre-development to post-
development. Stormwater treatment will be accomplished by the shallow sloped grass lined
swales, sediment forebay, and the stone of the dry basin/swale. Channel protection will be
achieved using a small orifice attached to the end of the 4” underdrain outlet.
The project reduced the number of parking spaces to make room for additional capacity in the
system. This also reduced the impervious surface outlined in our last submission. The project will
continue to refine the design with Dave Wheeler and the South Burlington stormwater
department, as needed. We will provide any documentation and calculations needed.
Ownership of Instruments of ServiceAll reports, drawings, specifications, computer files, field data, notes and other documents and instruments prepared by the Consultant as instruments of service shall remain the property of the Consultant. The Consultant shall retain all common law, statutory and other reserved rights, including the copyright thereto.10/15/2021 11:40:26 AMC:\Users\kdesroches\Documents\2021046_THE HOMESTEAD_SD_R21_ARCH_KDesRoches.rvt10/15/2021 11:40:26 AM
THE HOMESTEAD INFANT & TODDLER SCHOOL2021046 | Printed:THE HOMESTEAD PRESCHOOL IMAGES
SHELBURNE RD, SOUTH BURLINGTON, VT
THE HOMESTEAD INFANT & TODDLER SCHOOL
South Burlington, Vermont
VIEW 1
January 27, 2022
Hooks mounted
on barnwood
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THE HOMESTEAD INFANT & TODDLER SCHOOL
South Burlington, Vermont
VIEW 2
January 27, 2022
THE HOMESTEAD INFANT & TODDLER SCHOOL
South Burlington, Vermont
VIEW 3
January 27, 2022
THE HOMESTEAD INFANT & TODDLER SCHOOL
South Burlington, Vermont
VIEW 4
January 27, 2022
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epatiokbric/stoneTWO-WAY
F0S8±4,4FACILITYEDINFANTCAREPROPOSDDDDDSSGGSL5WSL5WDD2.31.64.53.35.34.15.14.44.94.74.74.94.34.93.64.31.72.12.72.62.52.82.82.72.82.92.82.72.93.12.72.83.02.72.83.02.83.12.92.92.82.72.60.80.82.72.62.50.90.92.42.41.00.92.32.22.21.01.00.92.12.12.01.11.01.01.91.91.91.21.11.11.81.81.81.21.21.11.61.61.61.31.21.21.51.51.51.31.31.21.31.41.41.51.41.31.31.21.31.41.51.61.31.31.21.31.41.51.61.71.71.31.31.41.51.61.71.71.81.92.02.12.11.31.31.51.61.71.81.92.02.02.12.22.42.52.62.72.72.91.31.31.81.92.02.12.22.42.52.62.72.82.93.13.13.12.92.72.62.51.31.32.72.82.93.12.93.03.03.12.82.72.52.32.22.01.91.71.61.51.31.32.92.82.72.62.42.22.01.91.71.61.51.41.31.31.31.41.82.63.71.71.61.51.41.31.21.31.41.72.53.61.31.72.43.53.43.34.14.23.23.40.00.00.00.00.00.00.00.20.60.91.21.31.31.10.90.60.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.71.21.92.12.11.71.30.80.40.10.10.10.10.10.10.10.10.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.81.42.32.62.01.61.30.80.60.50.50.40.51.10.40.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.81.42.32.62.21.91.61.31.11.00.90.71.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.71.21.82.12.02.02.02.02.01.71.61.21.00.90.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.20.50.91.21.31.31.92.22.72.52.31.51.42.70.20.00.00.00.00.00.00.00.00.00.00.00.00.00.10.30.50.60.70.81.21.71.61.43.70.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.20.10.30.81.31.82.32.42.21.41.20.40.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.50.91.21.51.61.41.10.90.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.30.50.70.80.90.90.70.50.40.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.20.30.40.30.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.40.30.51.01.42.00.80.50.92.64.62.35.63.81.10.60.92.85.0LuminaireScheduleQtyLabelArrangementLumensInputWattsLLFBUGRatingDescription7DSINGLE6289.10.850B1-U0-G0LIGHTOLIERS5R830K7-FINISH/RECESSEDINCEILING2GSINGLE630100.850B0-U0-G0PILFOCUS+ZERO-SA-830-070457/INGROUND2SSINGLE1212160.850N.A.BARNLIGHTBLE-G-WHS12-XXX-G22-NA-NA-NA-NA-LED16-3000K-DL/MOUNTED@8FTAFGTOBOF2SL5WSINGLE939572.90.850B4-U0-G2GARDCOECF-S-32L-700-WW-G2-AR-5W-UNV-BL-IMRI3-FINISH/MOUNTEDTOPOLE@12FTCalculationSummaryLabelGridHeightAvgMaxMinAvg/MinMax/MinBACKCANOPY03.935.31.62.463.31CONCRETESIDEWALK01.983.70.82.484.63FRONTCANOPY03.604.23.21.131.31SITE00.313.70.0N.A.N.A.STONEBRICKPATIO01.955.60.36.5018.67MOUNTINGHEIGHT:SEELUMINAIRESCHEDULEAPPS:LCSALES:DCJOBNAME:THEHOMESTEADAPEXLIGHTINGSOLUTIONSWORKPLANE/CALCPLANE:@FINISHGRADESCALE : DATE:DRAWN BY:SHEET:SL-1A1"=20’-0"LCSomedifferencesbetweenmeasuredvaluesandcalculatedresultsmayoccurduetoNOTETOREVIEWER:TotalLightLossFactor(LLF)appliedattimeofdesignisdeterminedbyapplyingtheLampLumenDepreciation(LLD)fromcurrentlampmanufacturer'scatalog,aLuminaireDirtDepreciationFactor(LDD)basedonIESrecommendedvaluesandaBallastFactor(BF)fromcurrentballastspecificationsheets.ApplicationofanincorrectLightLossFactor(LLF)willresultinforecastsofperformancethatwillnotaccuratelydepictactualresults.inputdata,differenceswilloccurbetweenmeasuredvaluesandcalculatedvalues.thelightingcalculations.Iftherealenvironmentconditionsdonotmatchthedimensions,reflectances,furnitureandarchitecturalelementssignificantlyaffectvariations.Inputdatausedtogeneratetheattachedcalculationssuchasroommeasurementtechniquesandfieldconditionssuchasvoltageandtemperaturetolerancesincalculationmethods,testingprocedures,componentperformance,*LLFDeterminedUsingCurrentPublishedLampDataForpropercomparisonofphotometriclayouts,itisessentialthatyouinsistalldesignersusecorrectLightLossFactors.GENERALDISCLAIMER:CalculationshavebeenperformedaccordingtoIESstandardsandgoodpracticeDRAWING TITLE:PROJECT TITLE:THE HOMESTEADSITE LIGHTINGPHOTOMETRIC CALCULATION1/11/22FILE NAME: SL-1A THE HOMESTEAD 01-11-2022 LC.dwgwww.apexlightingsolutions.comtelephone 860.632.8766
SlimSurface is a 5/8" thick LED surface mounted luminaire with the appearance of
a recessed downlight. Easy to install into most standard j-boxes, the SlimSurface
round apertures are available as a 5" 650 lm, 7" 1000 lm and 10" 2200 lm fixture.
Project:
Location:
Cat.No:
Type:
Lamps: Qty:
Notes:
SlimSurface-5in-7in-10in-Round-S5R-S7R-S10R 11/18 page 1 of 9
Downlighting
SlimSurface LED
S5R, S7R & S10R Round 5", 7" and 10" Apertures
Ordering guide example: S5R830K7AL
Series CRI CCT Lumens Finish Dimming
S5R SlimSurface
5" Round
8 80
9 90 1
27K 2700K
30K 3000K
35K 3500K
40K 4000K
7 650 lm — White
AL Aluminum
BK Black
blank ELV / Triac (120V)
W White
AL AluminumBK Black
Z10U 0-10V (120V-277V)
S7R SlimSurface 7" Round 8 809 90 1
27K 2700K30K 3000K35K 3500K40K 4000K
10 1000 lm — WhiteAL AluminumBK Black
blank ELV / Triac (120V)
W WhiteAL AluminumBK Black
Z10U 0-10V (120V-277V)
S10R SlimSurface
10" Round 2
8 80
9 90 1
27K 2700K
30K 3000K
35K 3500K
40K 4000K
22 2200 lm W White
AL Aluminum
BK Black
MT Metallic
blank ELV / Triac (120V)
Z10U 0-10V (120V-277V)
1. Configurations using 90 CRI are only available with 2700K & 3000K CCT.
2. IMPORTANT: SlimSurface LED 10" round installs into 4-11/16" J-box (not wet location listed).
Features
1. Flange: One piece plastic flange. Injection
molded white, applied aluminum or black.
2. Lens: High transmittance lens allowing
for smooth, comfortable light pattern.
3. Power supply: Integral class 2 driver.
Factory wired electronic LED driver
(see Electrical section for specifications)
4. LED Strip: Utilizes LEDs.
5. Lifetime: Expected lifetime 50,000 hours
and backed by a 5-year warranty*
6. Compliance: Non-conductive fixture
for shower light application (not
applicable to metal trim model).
Dimming
Intended for ELV/Triac (120V) or 0-10V dimming
(120V-277V) based on the configuration. Min 90°C
supply conductors.
Electrical
Electronic power supply: RoHS compliant.
Class 2 power unit. Unit tolerates sustained open
and short circuit output conditions without damage.
Labels
cULus listed. ENERGY STAR® certified. All models
are damp location rated for walls or ceilings. The
5" & 7" are suitable for ceiling mount wet locations
when installed per instructions.
White
Black
Aluminum
Metal
Electrical specifications Dimming Input volts Input frequency Input current Input Power THD Factor Power Factor Minimum Operating Temp.
Slim 5" 650lm Triac 120V 50/60Hz 0.08A 9.5W <15%>0.9 -20°C
0-10V 120V 50/60Hz 0.09A 10.1W <20%>0.9 -20°C
277V 50/60Hz 0.04A 10.2W <20%>0.9 -20°C
Slim 7" 1000lm Triac 120V 50/60Hz 0.13A 14.2W <15%>0.9 -20°C
0-10V 120V 50/60Hz 0.12A 14.4W <20%>0.9 -20°C
277V 50/60Hz 0.06A 14.7W <20%>0.9 -20°C
Slim 10" 2200lm Triac 120V 50/60Hz 0.20A 23.2W <20%>0.9 -20°C
0-10V 120V 50/60Hz 0.20A 23.2W <10%>0.95 -20°C
277V 50/60Hz 0.09A 24.6W <15%>0.95 -20°C
Fore more details, please see LED-DIM-DL spec sheet.
* See Philips.com/warranties for warranty details.
PRODUCT CODE 070457
PROJECT
TYPE
FOCUS+ ZERO SA
Part number 070457
Lampholder:LED
Wattage:10 W
Finish:AN-96 / Iron gray / Textured
Degree of protection:IP65
CRI:80
Kelvin:3000
Optic:Symmetric extra wide reflector
Nema Type:7H x 6V
Luminaire lumen output:630 lm
L:L70
B:B10
Lifetime:35000 h
cULus:
Description
Economical low-profile landscape flood light series. Fixtures consist of:
- Multi-step powder-coat painting process, optimized against UV rays and corrosion.
- Copper-free precision die-cast aluminum housing, ring/faceplate, and adjustable
mounting arm.
- Extra-clear, tempered, silk-screened, flat glass diffuser.
- Custom molded, anti-aging gasket(s).
- Custom MCPCB utilized to maximize heat dissipation and promote long LED life.
- NEMA 7H x 6V light distribution (S/EW).
- Input voltage: 120 V, integral D.O.B. module with surge protection up to 500 V.
- Pre-wired factory sealed cable for external electrical connection included.
- Standard robust ½” NPS knuckle mount with 180° adjustable swivel arm (SA versions)
and rugged, locking teeth for a simplified installation.
- Technopolymer ground spike accessory available for FOCUS+ ZERO (ordered separately).
- Custom finishes (please specify RAL colour).
- 5-year warranty.
Photometric data Technical drawings
Performance in Lighting - 2621 Keys Pointe - Conyers, Georgia 30013 - USA - voice 770.822.2115 - info.usa@pil.lighting
www.performanceinlighting.com
MOUNTING style
CHAIN HUNG PENDANT (CN)
GOOSENECK (G)
FLUSH MOUNT (F)
luminaire dimensions
A
B
WHS14
WHS16
14”
16”
Diameter (B)
7.5”
7.75”
Height (A)
WHS12 12” 7”
Shade Code
WHS18 18” 8.5”
WHS20 20” 9.25”
SHOWN WITH:
G22 Gooseneck Arm
6.7”
4”
6.2”
2.8”
0.675”
CORD HUNG PENDANT (C)
STEM MOUNT PENDANT (S)
Canopy shown required if LED 11 & 16 Light Sourceselected in Section J
VARIES
0.675”
6.2”
3.8”
VARIES
6.2”
2.8”
0.675”
Canopy shown required if LED 11 & 16 Light Source
selected in Section J
Canopy shown required if LED 11 & 16 Light Source
selected in Section J
VARIES
0.675”
6.2”
2.8”
6”
3.3”
high lumen canopy
for pendant & Flush Mount
Required if LED 27, 38, 43 Light Source
selected in Section J
Canopy shown required if LED 11 & 16 Light Source
selected in Section J
2
the oRIGINAL™ integrated led series SPS-0448 REV Cbarn light electric co.
Address: 320 Knox McRae Drive Titusville, FL 32780 Phone: (800) 407-8784 Email: sales@barnlight.com Website: www.barnlight.com
ECF-S_EcoForm_area_small 08/21 page 1 of 9
ECF-S EcoForm small
Area luminaire
Project:
Location:
Cat.No:
Type:
Lamps: Qty:
Notes:
Gardco EcoForm Gen-2 combines economy with performance in an LED area
luminaire. Capable of delivering up to 27,800 lumens or more in a compact, low
profile LED luminaire, EcoForm offers a new level of customer value. EcoForm
features an innovative retrofit arm kit, simplifying site conversions to LED by
eliminating the need to drill additional holes in most existing poles. Integral
control systems available for further energy savings. Includes Service Tag, our
innovative way to provide assistance throughout the life of the product.
Ordering guide
Prefix
ECF-S
Number of LEDs Drive Current LED Color - Generation Mounting Distribution Voltage
ECF-S EcoForm site and area, small
32L 32 LEDs (2 modules)
48L 48 LEDs (3 modules)
64L 64 LEDs (4 modules)
365 365 mA
530 530 mA
700 700 mA
1A 1050 mA
1.2A 1200 mA
900 900 mA
1A 1050 mA
1.2A19 1200 mA
900 900 mA
1A19 1050 mA
WW-G2 Warm White 3000K, 70 CRI Generation 2
NW-G2 Neutral White 4000K, 70 CRI Generation 2
CW-G2 Cool White 5000K, 70 CRI Generation 2
AR2 Arm Mount (standard)
The following
mounting kits
must be ordered
separately (See
accessories)
SF3 Slip Fitter Mount (fits to 2 3⁄8" O.D. tenon)
WS Wall mount with surface conduit rear entry permitted
RAM2 Retrofit arm mount kit
Type 2
2 Type 2
2-90 Rotated left 90°
2-270 Rotated right 270°
Type 3
3 Type 3
3-90 Rotated left 90°
3-270 Rotated right 270°
Type 4
4 Type 4
4-90 Rotated left 90°
4-270 Rotated right 270°
Type 5
5 Type 5
5W Type 5W
AFR Auto Front Row
AFR-90 Auto Front Row, Rotated left 90°
AFR-270 Auto Front Row, Rotated right 270°
BLC Back Light Control
BLC-90 Back Light Control rotated at 90°
BLC-270 Back Light Control rotated at 270°
LCL19 LEED Corner Optic Left
RCL19 LEED Corner Optic Right
120 120V
208 208V
240 240V
277 277V
347 347V
480 480V
UNV 120-277V (50/60Hz)
HVU 347-480V (50/60Hz)
Options
FinishDimming controls Motion sensing lens Photo-sensing Electrical Luminaire
DD4.18 0-10V External dimming (for controls by others)
DCC4,5,6,18 Dual Circuit Control
FAWS4,5,18 Field Adjustable Wattage Selector
LLC4,6,7,8,18 Integral wireless module
BL1,4,7,18 Bi-level functionality
SRDR4,5,6,8,17 SR driver connected to Zhaga socket
DynaDimmer: Automatic Profile Dimming
CS504,8 Safety 50% Dimming, 7 hours
CM504,8 Median 50% Dimming, 8 hours
CS304,8 Safety 30% Dimming, 7 hours
CM304,8 Median 30% Dimming, 8 hours
IMRI315 Integral with #3 lens
IMRI716 Integral with #7 lens
PCB8,9 Photocontrol Button
TLRD510,17 Twist Lock Receptacle 5 Pin
TLRD710,17 Twist Lock Receptacle 7 Pin
TLRPC9,10,11,17 Twist Lock Receptacle w/Photocell
Fusing
F19 Single (120, 277, 347VAC)
F29 Double (208, 240, 480VAC)
Pole Mount Fusing
FP19 Single (120, 277, 347VAC)
FP29 Double (208, 240, 480VAC)
FP39 Canadian Double Pull (208, 240, 480VAC)
Surge Protection (10kA standard)
SP2 Increased 20kA
Square Pole Adapter
included in standard
product
TB12 Terminal Block
RPA13 Round Pole Adapter (fits to 3"- 3.9" O.D. pole)
HIS14 Internal House Side Shield
Textured
BK Black
WH White
BZ Bronze
DGY Dark Gray
MGY Medium Gray
Customer specified
RAL Specify optional color or RAL (ex: RAL7024)
CC Custom color (Must supply color chip for required factory quote)
1. BL-IMRI3/7 equipped with out-boarded sensor housing when
voltage is HVU (347-480V)
2. Mounts to a 4" round pole with adapter included for
square poles.
3. Limited to a maximum of 45 degrees aiming above horizontal.
4. Not available with other dimming control options.
5. Not available with motion sensor.
6. Not available with photocontrol.
7. Must specify a motion sensor lens.
8. Not available in 347 or 480V
9. Must specify input voltage.
10. TLRD5, TLRD7 and TLRPC receptacle pins 4 & 5 are capped off
when ordered with any of the Dimming controls DD or
FAWS or LLC.
11. Not available in 480V. Order photocell separately with TLRD5/7.
12. Not available with DCC.
13. Not available with SF and WS. RPAs provided with black
finish standard.
14. HIS not available with Type 5, 5W, BLC, BLC-90, BLC-270, LCL
or RCL optics.
15. Not available with DD, DCC, and FAWS dimming
control options.
16. Not available with DD, DCC, FAWS and LLC dimming
control options.
17. When ordering SRDR, controller (by others) to be used on
socket must be SR compatible (See specifications for more
details). Consult factory for lead time. All 7 pins in NEMA
receptacle are connected to SR driver. SRDR not available with
TLRD5 or TLRPC.
18. 0-10V dimming driver standard.
19. LCL and RCL not available with 48L-1.2A or 64L-1A.
Site & Area
EcoForm
ECF-S small area light
example: ECF-S-64L-900-NW-G2-AR-5-120-HIS-MGY