2003-10-09 Planning Report Prelim Plat
FilE NO:
163.06 - 03.21
NORTHWEST ASSOCIATED CONSULTANTS, INC.
5775 Wayzata Boulevard, Suite 555, St. Louis Park, MN 55416
Telephone: 952.595.9636 Facsimile: 952.595.9837 planners@nacplanning.com
PLANNING REPORT
TO:
FROM:
Linda Goeb
Alan Brixius
DATE:
October 9, 2003
RE:
Albertville - Shoppes at Towne lakes One Preliminary Plat,
Planned Unit Development, Site and Building Plan Review
BACKGROUND
As part of Towne lakes Third Addition, Outlots E and F were created which are
intended to remain zoned B-2A, Business Commercial. These areas will continue the
commercial development along the County Road 19 corridor, consistent with
development to the south (Outlets of Albertville).
Contractors Property Developers Company (CPDC) is now requesting development
applications for:
1. Preliminary plat for that portion of Towne lakes Third Addition including lot 1,
Block 1 and Outlot E.
2. Planned unit development (PUD).
3. Conditional use permit for impervious coverage in excess of 25 percent.
4. Building height variance for a building (hotel over 25 feet).
5. Site and building plan review.
The expressed intention of these applications would be for the commercial build out of
Outlot E, located between County Road 19 and langford Drive within the Towne lakes
subdivision.
CPDC has opportunity to sell three lots within the proposed preliminary plat with the
potential users being a lighting retail store located on Outlot 3, proposing 9,500 square
feet of retail space; on lot 5, a 6,300 square foot future restaurant site; and on lot 6, a
68 room hotel with proposed recreational swimming area attached to the hotel.
Preliminary Plat
Preliminary Site Plan Entire Site
Preliminary Grading Plan
Preliminary Utility Plan
Preliminary landscape Plan
lot 3 Site Plan
lot 3 landscape Plan
lot 3 Building Elevation
Narrative for the Lighting and Fireplace Store
lots 5 and 6 Site Plan
In conjunction with the preliminary plat, PUD approval, the applicant is looking for
specific site and building plan approvals for lots 3, 5, and 6 as identified in the
preliminary plat. These will be reviewed in detail in conjunction with this report. In
addition to the preliminary plat, CPDC is requesting a planned unit development in an
attempt to secure flexibility in the following areas:
1. Access between the public streets of Lake Town Drive, Linwood Drive, and
langford Drive is intended to be provided through a system of private streets that
will serve the commercial areas. A private street system is allowed through the
establishment of a planned unit development.
2. In light of the configuration of Outlot E, the applicant is requesting some flexibility
on building setbacks from the public streets.
3. The overall site design is intended to be an integrated shopping area that will
provide shared parking and access arrangements. The applicant has requested
some reduction in the required parking as a means of reducing the amount of
impervious surface and accommodating the individuals needs of the potential
retailers and hospitality businesses through shared parking lot arrangements.
4. The site is located within 1,000 feet of School lake, lying within the Shoreland
Overlay District. The applicant has proposed an overall impervious surface of 67
percent, which exceeds the shoreland requirement which requires a conditional
use permit. The applicant must address the provisions for exceeding the
impervious surface standard of the shoreland requirements as stipulated in
Section 4905.61.C of the Zoning Ordinance.
In exchange for the flexibility that is being requested, the applicant has provided
architectural controls and a site design that integrates shared parking areas, provides
sidewalks along the private streets that connect with both the trail alonQ County road 19
and sidewalks along Lake Town Road, Linden Drive, and langford Drive and has
provided an extensive landscape plan.
Attached for reference:
Exhibit A:
Exhibit B:
Exhibit C:
Exhibit D:
Exhibit E:
Exhibit F:
Exhibit G:
Exhibit H:
Exhibit I:
Exhibit J:
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Exhibit K:
Exhibit l:
Exhibit M:
Exhibit N:
Lots 5 and 6 landscape Plan
lot 6 Building Elevation
Narrative on Hotel/Restaurant
lighting Details
RECOMMENDA liONS
Based on staff review of the development applications for Shoppes at Towne lakes
One, we offer the following recommendations.
Preliminary Plat and Planned Unit Development. Based on the plans submitted
dated 9/16/02, revised 10/06/03, we offer the following recommendations pertaining to
preliminary plat and planned unit development. The preliminary plat may be approved
with the following conditions:
1. Access from Outlets of Albertville must be designed in a manner that would
insure that one-way north bound traffic entering the site from Outlets of
Albertville.
2. The proposed private street maintains a minimum street width of 28 feet. Private
streets shall be posted "no parking". No parking signs shall be installed at the
expense of the developer.
3. Access to lot 1 should be shifted slightly to the south to align with the access
drive to lot 2.
4. Shared access between lots 2 and 4 should align with the curb cut that will serve
what is illustrated as Outlot A and lot 3 with the elimination of the most northern
curb cut on lot 3.
5. Direct access to lots 3 and 4 should be adjusted to align with one another. It is
our recommendation that the southern curb cut for Lot 3 be moved north to align
with Lot 4.
6. The private sidewalks serving the fronts of each of the commercial buildings
should be extended to connect with the common sidewalk system that will run
through the entire PUD.
7. Outlot A be eliminated by combining it with the adjoining lots.
8. Preliminary plat approval will be subject to City Engineer review and comments
on the plat.
9. Preliminary plat approval will be contingent on City Engineer comments
regarding the preliminary grading and drainage plan.
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PUD. In conjunction with the preliminary plat, the following PUD fJexibilities are
considered. Staff recommends approval subject to the following conditions:
1. A reduction of 43 parking stalls over the entire preliminary plat is found to be
acceptable provided that the applicant address the following issues:
a. Revisions to site access is identified under the preliminary plat.
b. The applicant submit shared access and parking agreements that will run
across all lots to allow for common use of parking in the event of overflow
need.
c. The applicant submit a detailed association document that outlines the
conditions under which both private streets and parking lots will be
maintained and repaired in the future. These association agreements
shall be reviewed and approved by the City Attorney.
d. The association documents must include language that allows the City to
direct the association on improvements in the event that disrepair would
occur.
2. The following setback f1exibilities will be approved as part of the PUD:
a. lot 2. The City will allow for a minimum building setback of 20 feet for the
rear of the buildings on Lot 2 abutting lake Town Drive and Linwood Drive
in compliance with the plans as submitted.
b. lot 3. The City will allow for a 25 foot setback for the building on Lot 3
from the County Road 19 right-of-way SUbject to the following conditions:
(1) The proposed building on lot 3 provides some architectural
features that provide relief from the long continuous roof line that
will abut County Road 19.
(2) The landscape plan as proposed for lot 3 is implemented and
maintained.
c. lot 4. The applicant provide a minimum of a 20 foot setback off of
langford Drive and all private drives for the proposed retail buildings.
d. lot 5. The proposed restaurant would maintain a setback of 25 feet from
the private road along the west property line and 30 feet along the north
property line.
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e. lot 6. The hotel would maintain a minimum setback of 29 feet, four inches
from the right-of-way of langford Drive. The pool building would maintain
a minimum setback of 20 feet from the right-of-way of langford Drive.
3. The PUD will be approved subject to the implementation of the preliminary
landscape and lighting plan as submitted with the Shoppes of Towne lakes One.
4. All uses allowed within the Shoppes of Towne lakes One shall be compliant with
B-2A District land uses and performance standards with the exceptions of those
approved as flexibility in conjunction with the PUD.
Conditional Usenmpervious Surface. Staff recommends approval of the conditional
use permit to allow for impervious surface to exceed 25 percent up to 80 percent as
required within the City's Shoreland Overlay District. Said approval is based on the
following findings:
1. All building setbacks exceed the 150 foot minimum setback from ordinary high
water mark. The closest building to School lake is 400 feet away.
2. The site plan does provide efforts to reduce visibility from public waters from
adjacent shorelands by vegetation, topography, and building color. The City
finds that the applicant has attempted to provide a neutral color buildings and
provided extensive landscape plans for the entire subdivision.
3. The parking and street lighting will conform with City standards related to
location, pole height, and 90 degree cut off directional lighting.
4. The City finds that the collection and treatment of the storm water prior to
discharge into the public waters has been addressed as far as both quantity and
quality of water subject to the City Engineer's review and comment.
5. While the site impervious surface exceeds 50 percent land use with an average
across the subdivision of 67 percent, the City finds that all buildings meet exceed
the required setback of 300 feet from the ordinary high water mark. Additionally,
the applicant has provided storm water retention and treatment ponds that will
address storm water quality prior to its entrance into School lake.
Lot 3 Site and Building Plan Review. City staff recommends approval of the site and
building plan review for Minnesota lighting and Fireplace for lot 3 of the Shoppes at
Towne lakes One preliminary plat subject to the following conditions:
1. The applicant be allowed to locate the proposed building 25 feet off of the County
Road 19 right-of-way as part of the PUD approval for the Shoppes at Towne
Lakes One preliminary plat and PUD subject to the following:
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The west elevation of the building provide additional architectural features that
provide relief from the long continuous building mass along County Road 19. Of
specific concern is the long extended roof line without any interruption of
appearance.
2. The following access issues require modifications of the site plan:
a. The southernmost access point should be shifted north to align with the
access point into Lot 4.
b. The northern access point should be eliminated and a common access be
created between Lot 3 and Outlot A to align with the common access
between lot 2 and lot 4. With the elimination of the northern access,
additional parking should be provided.
3. The sidewalk along the front of the building should be extended southward to
connect with the common sidewalk that will run throughout the plat.
4. The parking lot shall have a bituminous surface and a continuous concrete
curbing that will surround the entire parking lot, driveway and loading areas. The
applicant must submit a snow storage or snow removal plan for the site.
5. The applicant shall enter into a shared agreement with the property owner to the
north for a shared access and parking in the event of occupancy change that
would require additional parking on lot 3. Said agreement shall be a recordable
document that will run with the property.
6. The applicant shall provide a detailed photometric plan for all lot 3 that illustrates
both pole location and light quantities at the property lines for the parking lot and
loading area.
7. With the adjusted site access, the site plan should demonstrate adequate
maneuvering and turning radii for large trucks entering and exiting the delivery
access area for the building.
8. The landscape should be modified to address the following issues:
a. landscaping should be equal to 2 percent of the building or project value.
The applicant provide evidence to this effect.
b. Landscape plan should illustrate that all landscape and green space areas
will be irrigated.
c. landscape plan be modified to provide additional Jandscaping along the
eastern edge of the parking lot area.
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d, Additional landscaping should be provided along the southwest comer of
the parking lot to insure that headlight glare from the parking lot does not
interfere with the use of private streets to the south.
e. The landscape plan be adjusted to provide a 30 foot traffic visibility
triangle at the intersection of the two private streets. Within this traffic
visibility triangle, no planting should exceed 30 inches or, if over story
trees are used, nothing should hang below eight feet in height.
Landscaping in this area should be pushed northward along the south end
of the parking lot to insure that this area is properly screened and
landscaped.
9. The west building elevation should be modified to provide some architectural
features that interrupt the long stretch of roofline that is proposed along County
Road 19.
10. The applicant should provide a color elevation that illustrates to the Planning
Commission and City Council of the color scheme of the proposed building. All
exterior finishes are determined to be acceptable by the Planning Commission
and City Council.
11. Building plans shall be subject to review by the Building Inspector and City Fire
Code Inspector.
Lots 5 and 6 Site and Building Plan. Staff recommends approval of the site and
building plans for lots 5 and 6 with the following conditions:
1. lot 5 is approved as a concept only. Any future development on lot 5 will
require submission of site and buifding plans which will be reviewed in detail by
City staff and submitted for Planning Commission and City Council approvals.
2. The setbacks1 as illustrated on the site plans, are approved as part of overall
Shoppes at Towne lakes One preliminary plat and PUD approval.
3. The monument signs, as illustrated on the plans, shall maintain at least a 10 foot
setback from the edge of the private streets and shall be located in a manner that
does not obstruct traffic visibility at the site access and egress points.
4. The entire parking area shan have bituminous surface and a continuous concrete
curbing that will surround the entire parking and driveway areas. The applicant
must provide a snow storage or snow removal plan for the site.
5. The City will approve a reduced parking demand as part of the overall PUD
associated with the Shoppes of Towne Lakes One to allow a reduction of 17
parking stalls between lots 5 and 6.
6. Shared access and parking agreements must be established and recorded with
the property to insure long term shared use. Association documents must be
established for review and approval by the City Attorney to guarantee long term
maintenance of the shared access ways as well as the private drives.
7. The lighting plan as submitted be modified to insure that light quantities at the
centerline of the private street do not exceed one foot candle.
8. The applicant demonstrate that both the future restaurant and hotel have the
capability of accommodating on-site loading and receipt of goods. The plan be
modified to show proper turning radii for large trucks to insure that there is
adequate access and egress through the parking lot for these vehicles.
9. Exterior trash enclosures shall be designed of a masonry material and shall be of
the same color and texture that would be compatible with the principal building.
10. The applicant provide a color illustration of the building elevations associated
with the hotel. The applicant clarify as to what exterior finishes will be actually
used related to the proposed siding, whether metal or vinyl.
11. Building plans shall be subject to review by the Building Inspector and City Fire
Code Inspector.
12. The landscape plan is approved with the following conditions:
a. The western two parking lot islands remove the crab apple or any fruit
bearing tree in exchange for a non-fruit bearing tree to avoid messes
associated with the dropping of fruit or seeds in those areas.
b. The site plan identify the proposed planting associated with the
abbreviation S. P. for City review and approval.
c. The landscape plan shall be require to provide on-site irrigation for all
landscape and green areas.
d. The landscape plan illustrate the proposed plantings for the rain gardens.
Building Height Variance. Based on staff review, we recommend approval of the
building height variance for the hotel located on lot 6 that exceeds the 25 foot
shoreland height standard based on the following findings:
1. The hotel will be located over 400 feet from the ordinary high water mark of
School lake.
2. The building shall be designed in a manner that is a neutral color so as not to be
obvious from the surface of School lake.
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3. Extensive landscaping shall be provided on site of lot 6 between the lake
surface and the hotel. Additionally, landscaping is being provided between
langford Drive and the surface of School lake as part of the Towne lakes
residential subdivision.
PRELIMINARY PLAT
The proposed preliminary plat includes six lots and one outlot. The lots are intended to
be accessed via a private street system that will run between the Outlets of Albertville
and lake Town Road and langford Drive. To accomplish this preliminary plat and
allow for the establishment of private streets, a planned unit development is required
with the base zoning of a B-2A commercial zoning district. In review of the preliminary
plat, we offer the following comments.
Access and Circulation. As part of the Towne lakes Third Addition preliminary plat
and approval of the Outlets of Albertville, the City required that both property owners
work together to provide a joint access at the southeast corner of the Towne lakes
Third Addition plat. This access is via a one-way private driveway through the Outlets
of Albertville site. As such, the provision for a continuation of private streets is
appropriate provided there is consistency in street design and width throughout the
Towne Lakes subdivision.
The proposed private street system within the Shoppes at Towne lakes One are
proposed to be 28 feet in width. This would provide two 12 foot wide travel lanes with
shoulders with proper turning radius where they intersect with the public streets. In our
review, we feel that the 28 foot street width is acceptable provided that all private streets
are designated "no parking".
In examining the access points for the individual lots along the private streets, we find a
number of street jogs that complicate the traffic circulation and create areas of traffic
congestion and conflict. The following recommendations are made related to these
street jogs:
1. Access to lot 1 should be shifted slightly to the south to directly align with access
drive for lot 2.
2. Shared access that runs between lots 2 and 4 should align with a curb cut that
will serve both Outlot A and lot 3 with the elimination of the northernmost curb
cut on Lot 3.
3. The direct lot access points for lots 3 and 4 should be adjusted to align with one
another to create a full intersection at that point. Our recommendation is to shift
the access to lot 3 to the north to align with lot 4 to provide greater stacking
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space between the lot 3 access drive and the intersection between the two
private roads.
4. The access points for lots 5 and 6 appear to be adequate. We do anticipate that
access frOm the Outlets of Albertville will be one-way access and the street
design from that area should direct traffic in a one-way manner. The City
Engineer should comment on this element.
Sidewalks. The applicant has taken staffs advice and provided a sidewalk connection
that runs from langford Drive over to County Road 19 and provided a second sidewalk
that runs along the north/south private street on the west side of the street. Building
sidewalks have been extended to this internal sidewalk system to provide pedestrian
connection between the buildings and the sidewalk system. This is a positive element.
Parking. The applicant's preliminary site plan illustrates the overall required parking of
485 and the provided parking of 430. In examining the various building footprints, we
discovered that there has been a miscalculation of the required parking. For retail
businesses, a 10 percent credit is given against the floor area in calculating the parking.
The result of this parking credit reduces the amount of overall required parking from 485
to 473. The applicant's preliminary plat and site plan illustrate 430 parking stalls being
provided. As a result, the applicant is requesting a reduction of approximately 9 percent
across the entire subdivision, which amounts to 43 parking stalls.
In examining the overall concepts, we believe that the applicant has done a good job
with regard to integrating the parking lots in a shared fashion between the lots. Shared
access points and driveways will help facilitate a more efficient use of the overall
parking. One of the issues that does remain is the need to have the parking that is
illustrated in Outlot A constructed immediately so that the discrepancy between what is
provided and what is required is not greater than the 9 percent that is requested across
the board.
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In addition to the shared parking arrangement, we also discover that the types of
businesses that are being proposed include a home accessory store, a lighting store,
and fireplace store. Examination of national standards indicate that these are more
destination trip locations and have less of a parking demand than a typical retailers. In
this light, we feel that the reduction can be accommodated without a negative impact.
On Lots 5 and 6, we have a restaurant and hotel sharing a common parking lot. The
overall reduction here would be 8.4 percent or 17 parking stalls. The applicant indicates
that these uses would be very complementary to one another and there would be
overlap in use between the hotel and restaurant without the need for additional parking.
Based on the user characteristics of these two activities and the information provided by
the applicant, staff would be in agreement to allow for the required parking reduction.
Some adjustments in the overall internal circulation and parking arrangements will result
in some additional parking. As mentioned earlier, there is a need to eliminate one of the
curb cuts off of lot 3 and combine access with the curb cut in Outlot A. This should
result in the potential for some additional parking in this area.
The Planning Commission and City Council will have to make a determination as to
whether staff's recommendation accurately reflects the anticipated uses as well as the
shared parking arrangements that will promote a more efficient utilization of the existing
parking supply.
Lot Sizes. In examining the preliminary plat, we find that all the lot areas meet or
exceed the B-2A area standard of one acre.
Outlot A. The preliminary plat shows Outlot A between lots 1 and 3. This outlot lacks
sufficient size to accommodate future development and the parking it provides is critical
to the overall development. Staff recommends that Outlot A be eliminated by combining
it with the adjacent lots.
Setbacks. The applicant is asking for some flexibility in required building setbacks.
Setbacks within a B-2A District require the following minimums:
Front Yard: 35 feet
Side Yard: 10 feet interior
35 feet abutting a residential district or adjacent to a publiC street
Rear Yard: 20 feet or 35 feet where abutting a residential district or
adjacent public street
The following setback f1exibilities are being requested by the applicant:
.b2U - The proposed restaurant facility is compliant with all required B-2A setbacks.
lot 2 - The applicant is requesting a 20 foot setback from Lake Town Drive and
linwood Drive for both the 4,800 square foot retail building as well as the home
accessory store. The 20 foot setback is a reduction from the 35 foot requirement,
however, it should be noted that this building's activities are all oriented to the front of
the building. No outdoor activities other than outdoor patio display is proposed within
the rear yard area. The building design will be an aesthetically pleasing design and the
applicant has provided a generous landscape plan at the rear of the buildings and along
the public streetscape. In this respect, the reduced setback on Lot 2 will not have a
negative impact on the street appeal of the building or a negative impact on the
town homes located east of the linwood Drive.
Lot 3 - The applicant is requesting fleXibility from the setback from County Road 19. A
35 foot setback is required by the B-2A District, however, a 25 foot setback is being
proposed for the Lot 3 building. The 25 foot setback is consistent with the setback that
has been approved for the Outlets of Albertville third phase. As such, the building will
be aligned with existing development along County Road 19. This is the only area
within the Shoppes at Towne lakes One subdivision is requesting this setback from
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County Road 19. This building placement does provide some visual relief from the large
parking lot areas. With all activity areas incurring interior to the site design, we believe
that the reduced setback is consistent with past approvals and will not negativ~cly imj)act
the appeal along County Road 19. The Planning Commission should review the
building elevations and landscape plan to determine if the building design will be an
attractive amenity for this area of the plat.
lot 4 - lot 4 illustrates a retail building with a 30 foot setback off of Langford Drive, but
only a 15 and 20 foot setback off the private street. In our opinion, the setback from the
private street should be no less than 20 feet to be consistent throughout the overall
subdivision and either the building needs to be reduced in size or an adjustment in the
required setback be provided. One adjustment potential is to shift the building east by
five feet to establish a 20 foot setback from the private drive and reduce the setback
from langford Drive to 25 feet.
lot 5 - Lot 5 illustrates that it meets all the required setbacks from the property line.
The proposed restaurant would be located 32 feet from the private drive on the north
property line, but only 25 feet from the private street on its west property line. The 25
foot setback is an increase over the original concept and we believe that it will provide
adequate space and sight lights to accommodate traffic that may be coming around the
curve in the private street.
Lot 6 - The proposed hotel is requesting a 29 foot, four inch setback from langford
Drive and the pool building is requesting flexibility to allow a 20 foot setback. It should
be noted that the pool building will be a single story building with only a small comer of
the building encroaching into the required setbacks. No site access will be coming off of
Langford Drive through the PUD.
The Planning Commission and City Council will have to review the requested setback
flexibilities. In staff review, we feel that the reductions are reasonable in light of the
orientation of the buildings, the traffic circulation patterns, and the relationships of the
buildings to the proposed public and private streets. The one area of adjustment that
we would recommend is on lot 4. No setback from private or public streets should be
below 20 feet in distance.
Impervious Surface. The proposed site lies within 1,000 feet of the ordinary high
water mark of School lake. As such, Shoreland Overlay District rules and regulations
apply to this area. Within the Shoreland Overlay District, no lots are intended to have
impervious surface greater than 25 percent, however, Section 4905.61.C allows
impervious surface to exceed 25 percent up to 80 percent subject to a conditional use
permit to meet the following criteria:
1. lots exceed the minimum size of the base district.
For this condition, the preliminary plat is compliant.
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2. The building setback is at least 150 feet from the ordinary high water mark and
the building does not exceed 25 feet in height.
Related to this issue, all the buildings in the Shoppes at Towne lakes One are
set back more than 300 feet from the ordinary high water mark of the lake. The
proposed hotel building will exceed the 25 foot height restriction and a variance is
being requested to allow for additional height of the structure.
3. As part of the CUP process, the site plan and building plan reviews for the
structures and parking, all facilities shall be reviewed in an effort to reduce
visibility from public waters of adjacent shore lands by vegetation, topography,
and color.
We will get into this element in greater detail when we review the landscape plan
associated with the individual site plans, as well as the preliminary plat.
However, in general, we believe that the applicant has attempted to provide
neutral colored buildings and provide an extensive landscape plan for the entire
subdivision.
4. Parking lot lighting will be downcast to pay special attention to eliminate glare
and minimize the number and height of the poles.
This element will again be reviewed in greater detail when we look at the
individual site plans. The applicant has been made aware that they will be held
to the same standards that were applied to the Outlets of Albertville related to
pole height, downcast fixtures, and illumination quantities.
5. The collection and treatment of storm water prior to discharge into the public
water shall be designed and implemented consistent with the storm water
management regulations set forth in the City's Subdivision Ordinance.
The applicant has submitted a grading and drainage plan for the Shoppes at
Towne lakes One preliminary plat. This plat includes a number of infiltration
swales, ponds, and rain gardens. However, it should be noted that with the
overall storm water management plan for aU of Towne Lakes, storm water
treatment facilities have been already established in the residential portion of
Towne lakes to which this plat will drain to where water will be treated prior to its
release into School lake. The City Engineer should review the grading and
drainage plans and make comments related to storm water management efforts
as well as overall grading issues.
6. If the site exceeds 50 percent lot coverage and the use is non-water oriented,
then the following requirements must be met.
The applicant's preliminary site plan illustrates that each of the lots are proposed
to be in excess of 50 percent or below 80 percent impervious surface. Overall
average is 67 percent. As a result, they must meet the following conditions:
a. All buildings must meet a setback of at least 300 feet or reduced the effect
of lot coverage below 50 percent using LID practices.
The applicant's site plan illustrates that all building parking lots and street
improvements proposed are more than 300 feet from the ordinary high
water mark of School lake. Additionally, the applicant has provided an
illustration of rain gardens, depressions for storage and infiltration within
Lot 6 and lot 5. The City Engineer should comment as to the size of
these rain gardens and the effects they have as far as reducing the
amounts of impervious surface within the Shoppes at Towne lakes One
preliminary plat.
Preliminary Grading Plan. A preliminary grading plan for the Shoppes at Towne
lakes One has been submitted for review by the City. The City Engineer shall review
and provide comments as to its acceptability and for storm water management and
overall site grading. It should be noted that the Shoppes at Towne lakes One is
integrated with the overall Towne lakes Third Addition as part of overall storm water
management system.
Utility Plan. A preliminary utility plan has been submitted that shows both water and
sanitary sewer connections throughout the subdivision. This is subject to City Engineer
review and approval. The City Engineer will provide any comments and
recommendations pertinent to the specific utility plan.
Preliminary Plat Landscape Plan. CPDC has submitted a preliminary landscape and
lighting plan that will be used to establish the streetscape treatment throughout the
preliminary plat. This plan illustrates a fairly generous landscape plan with CPDC
responsibility being the tree planting within the street boulevards. The proposed
plantings would include 63 over story trees which would be located along the private
streets. These trees are intended to be 2.5 to 4 inches balled and burlapped. The tree
list is consistent with the tree list established in the City's Zoning Ordinance.
The applicant has also provided an illustrative landscape plan for the individual lots,
however, as claimed on their landscape plan, aU plantings and street lighting shown as
screened or gray lines are for illustrative purposes only and are subject to change as
the site plans for individual buildings are developed.
LOT 3 SITE PLAN
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GCI Builders has submitted a site plan for lot 3 which is intended to hold the proposed
building for Minnesota lighting and Fireplace. The proposed building is intended to be
9,590 square feet in floor area. lot 3 meets the lot area requirements for B-2A District.
Setbacks. The applicant is requesting some flexibility through the overall Shoppes at
Towne lakes One PUD for a building setback flexibility from the County Road 19 right-
of-way. The site plan shows a 25 foot setback off the right-of-way. This 25 foot setback
is consistent with the setbacks that were previously approved with Outlets of Albertville
Third Addition. As such, the building line will match existing past approvals.
The reduced setback is necessary to allow for a functional parking lot configuration
located east of the building. The reduced setback in staffs opinion is consistent with
past approvals associated with the Outlets of Albertville. Building location does provide
an architectural accent close to County Road 19 that is a pleasant disruption of the
large parking lot areas that are located both north and south of this site. In this respect,
we believe that the reduced setback through the PUD should be acceptable.
Site Access. In examining the lot 3 site plan, the access raises a number of issues.
The following recommendations are made regarding access points associated with lot
3:
1. The southernmost access point should be shifted north to align with the access
point into Lot 4. This would eliminate a street jog and also move the access
point for lot 3 further away from the intersection of the two private streets,
providing adequate stacking space and better visibility at that intersection.
2. The northern access point should be shifted north into what is described right
now as Outlot A to provide a common intersection at that private street. This will
have three benefits:
a. It will eliminate an existing street jog.
b. It will increase the amount of parking on lot 3.
c. It should provide an integration of the parking lot with Lot 3 and Lot 1.
3. The sidewalk in front of the building should be extended south to connect with
the sidewalk along the east/west private street.
Parking. In examining the proposed building in conjunction with the City Zoning
Ordinance, we have discovered that the parking calculation for required parking is
incorrect. The proposed 9,590 square foot building, by ordinance, would only require 43
parking stalls. Thirty-three parking stalls are shown on the site plan as it is currently
presented. We would recommend that with the changes to the site access points,
additional parking may be available on lot 3. Additionally, lot 3 must be required to
enter into a parking easement over Outlot A to provide the balance of parking required
by ordinance.
15
16
The applicant has indicated that his type of business does not have the same traffic
volumes as a typical retailer. Staff is inclined to concur with the applicant, however, we
believe that any future change of use must have adequate parking to meet any retail
reuse of the building. As such, the aforementioned recommendations are offered.
All parking areas shall have bituminous surfacing the a continuous concrete curbing
around all the parking lot driveways and loading areas.
Loading. The applicant shows that a delivery access point on the north end of the
building. The delivery access drive is approximately 29 feet in width. The site plan
should illustrate turning radii for trucks that may serve this area. It would appear that to
service the building, trucks would need to back into the delivery access points. All
maneuvering must occur on site and as such, turning radii within the parking lot for
larger trucks must be illustrated.
Lighting. The applicant has submitted details on the lighting plans consistent with City
requirements. Pole height of fixtures will be 28 feet. This is consistent with the
limitation the City put on the Outlets of Albertville which had a 30 foot light fixture height.
The proposed light fixture is termed an Omega Series, which is a down light fixture with
an ornamental fixture head. The poles are intended to cast aluminum with an attractive
light pole base.
The applicant has submitted a photometric plan that addresses lots 5 and 6 and the
southern portion of lot 3, however, the photometric plan does not carry forward to cover
the entire portion of lot 3 that addresses the eastern parking lot and the northern
loading area. Additional information regarding light pole fixture locations within the
parking area and the photometric plan should be submitted as a condition of any plan
approval subject to review and approval by the City staff.
Landscaping. Within the B-2A Zoning District, special landscape requirements have
been established which require a detailed landscape plan being submitted for approval
by the City includes ground cover, shrubs, trees, sculpture, decorative walks, and other
similar features or materials having a minimum value of 2 percent for all projects below
one million dollars or $20,000 and 1 percent per project one million dollars and two
million dollars.
The applicant has provided a detailed landscape plan. In review of the landscape plan,
we offer the following comments:
1. It appears that the type and size of the plantings that are being proposed comply
with the City's minimum standards.
2. Within the B-2A District, the City requires sprinkler systems for new landscape
areas. The site irrigation system can be counted as part of the 2 percent value
for landscaping. The site plan does not illustrate or indicate in the narrative as to
whether irrigation will be provided. This is a requirement of the district and
should be illustrated on the plan.
3. As part of the B-2A Zoning District, there is a requirement for interior parking lot
landscaping. In light of the shortage of parking, we believe that additional
landscaping at the perimeter of the parking lot may address the issue related to
parking lot design.
The following recommendations are offered for additional landscaping:
1. We believe that a row of landscaping should be provided between the parking
area and the private street on the east property line as a means of screening the
parking lot and headlights that would be oriented toward the street.
2. The parking lot appears to have an elevation at the southeast comer of 958. The
proposed private street that travels by the south end of lot 3 will have an
elevation of 956. The applicant has provided a row of sea green juniper along
the south property line, however, we believe that additional landscaping may be
appropriate along the southwest corner of the parking lot to insure that headlights
are properly screened from traffic using the private drive.
3. A traffic visibility triangle must be established at the intersection of the two private
drives. This affects lot 3 at its southeast comer. Traffic visibility triangles should
extend 30 feet from the intersection of the south and east property lines of lot 3.
Within this traffic visibility triangle, no landscaping should exceed the height of
two feet or be below eight feet as to interfere with traffic visibility or pedestrian
visibility at this intersection. It appears that there are a number of landscape
materials that are proposed that would fall within this triangle. Our
recommendation is that they could be shifted further north to follow the perimeter
of the parking lot and providing an attractive enhancement of the comer, while
maintaining the traffic visibility along the private streets.
Building Design. The proposed 9,590 square foot building is located on the site in a
staggered building design. The applicant is requesting a reduced setback of 25 feet
from County Road 19 right-of-way consistent with what has been approved in the past
for the Outlets of Albertville.
In exchange for this flexibility in setback, the City Should assure itself that the building
appearance toward County Road 19 is an attractive landmark along this right-of-way.
The proposed building is designed with a hip roof that is different than the other
architecture in the area. The building elevations begin at ground level with a field stone
wainscoting that extends from the ground level, two feet up the building elevation.
Following the field stone wainscoting; a combination of earth tone stucco and window
treatments are provided between the wainscoting and the roof fascia. Accents are
provided with cedar columns at the comers of the building and in between the window
17
treatments. Staff would suggest extending the stone wainscoting higher on the building
(four to five feet) to further enhance the exterior elevations.
The roof fascia will be a pre-finished metal. A hip roof is provided that will have
weathered wood asphalt shingles. The top of the building is proposed to have a cupola
of pre-finished metal. The total building height from ground level to peak is
approximately 22 feet. The front of the building shows variations in roof design
reflective in the staggered configuration of the building.
The rear of the building, which will face County Road 19, has a wall treatment that
replicates the front of the building, utilizing windows, cedar columns and all the other
architectural features. The roof line is a predominant building feature. We would
recommend architectural changes to break up the long continuous roof line along
County Road 19.
Missing from the building elevations is a north elevation which would address the area
associated with loading and receiving. This elevation should be provided. We believe
that this area will be visible from traffic on County Road 19 and we want to have a clear
understanding of its appearance and wall treatment.
The building design will be forwarded to the City's Building Inspector and Fire Code
Inspector for determination as to any additional changes that are necessary for exits
and emergency access points.
The applicant should provide a color rendering of the proposed building to allow the
Planning Commission and City Council to have a full understanding of the building
appearance in its requested location.
LOTS 5 AND 6
lots 5 and 6 are proposed to be developed in an integrated site design. As such, our
review comments will address both sites in the subsequent paragraphs. Lot 5 is 1.25
acres and lot 6 is 2.01 acres. Both exceed the B-2A District lot area standards. lot 5
is intended to accommodate a 6,300 square foot future restaurant. The applicant does
not have a specific restaurant immediately available. As such, this site is being
reviewed only in concept. Subsequent submission of a more detailed site plan will be
required and be approved at a time when an actual development proposal is submitted.
lot 6 is intended to accommodate a proposed Country Inn and Suites hotel. It will
include 68 rooms and an attached pool and water recreational complex. The applicant
has requested a shared parking arrangement between the future restaurant and the
proposed hotel. The shared parking arrangement is intended to economize on parking
setbacks.
18
The proposed restaurant site on lot 5 is set back 60 feet from the County Road 19
right-at-way. The building is also set back 21 feet from the private street on the west
end and 30 feet from the private street on its north property line. This setback has been
increased over the original concept to address issues related to sight visibility at the
curve of the street and to provide a more uniform setback throughout the overall PUD.
The hotel site plan varies from the preliminary site plan attached to the preliminary plat.
The proposed setback illustrated on the hotel setback langford Drive is 29 feet, four
inches. This is less than the 35 foot setback required in a B-2A District, but is greater
than the 20 foot setback that is requested as part of the PUD. The increased setback is
seen as being desirable from the standpoint of the building height. The attached pool
building is requesting a setback of 20 feet from langford Drive. Reduced setbacks are
located only at the corner of the building and should have a minimal impact on langford
Drive with regard to sight lines or appearance. There are no driveway access points
coming off of langford. As such, the building should not interfere with any traffic
movements within this area. Additionally, extensive landscaping is being proposed
along langford to provide screening of the building, both from the street and
townhomes as well as from School lake.
Signage. An additional setback issue involves the monument signs. The Albertville
Sign Ordinance requires all signs to be set back not less than 10 feet from any property
line. While the preliminary plat takes the property lines to the centerline of the private
street, we believe that a 10 foot setback from the private street is the minimum setback
for any sign in this area. This is intended to provide appropriate traffic visibility at the
entrances of the hotel and restaurant sites. The selected locations for the monument
signs do present some issue for cars leaving the parking lots at these locations. An
alternative sign location should be considered with an increased setback.
Site Access. Access to the overall PUD in the southwest comer of the preliminary
plat will be obtained through a private access agreement with the Outlets of Albertville.
This entrance off of County Road 19 is a one-way entrance and will create one-way
traffic flow from the Outlet Mall into the Shbppes at Towne lakes One preliminary plat.
The design of this driveway should insure that one-way traffic is achieved at the south
property line.
lot 5 will take its access of a private road just north of the south property line. While the
predominant traffic flow will be one-way in a northbound direction. We must assure that
the access point will be unencumbered in a manner that will allow for safe access and
egress from the private street.
A shared parking arrangement is arranged with the hotel on Lot 6. The second access
point for the two sites is located on the private drive in the northeast corner of lot 6.
This location does not appear to present any issue related to traffic movement.
Parking. Based on the City's parking requirements, the applicant has estimated that
the shared parking between the future restaurant and the hotel would require 202
19
20
spaces. One hundred eighty-five parking spaces are provided on the site plan.
Through the Shoppes at Towne lakes One PUD, the applicant is asking for flexibility on
the amount of required parking. The applicant has provided a narrative description as
to why the reduced parking supply is appropriate, citing that the hotel guests typically
leave between 7:00 AM and 8:00 AM and return in the evening between 9:00 PM and
11 :00 PM. Restaurant peak times would be 11 :00 AM to 2:00 PM for lunch and 5:00
PM to 8:00 PM for dinner. They also cite that the main hotel staff for cleaning and
maintenance would occur during the day at time when the average room occupancy is
as low as 60 percent, suggesting that guest parking would be available to accommodate
staff during these cleaning hours.
The reduction of 17 stalls represents only 8 percent of the total parking requirements.
In review of the materials submitted by the applicant, we would concur with their
assessment as to parking demand and believe that the reduction will not negatively
impact the site.
The parking lot and driveway designs comply with the minimum design standards of the
Albertville Zoning Ordinance. All parking shall be surfaced with bituminous surfacing
and shall have a continuous concrete CUrbing surrounding the parking and driveway
areas. The lots shall be properly striped in accordance with the Albertville Zoning
Ordinance.
Loading. The future restaurant site identifies a trash enclosure and a loading area on
the northeast comer of the buifding. In examining this loading area, the foUowing issues
arise:
1. At least two parking stalls are located in an area that will be blocked if and when
garbage pick up occurs and/or loading must occur.
2. The applicant needs to demonstrate adequate turning radii for large trucks that
may service the restaurant site. It would appear that the northern drive aisle and
the drive aisle next to the building may be too narrow to accommodate the
turning radii of larger semi-trucks. The applicant should illustrate the turning radii
for truck deliveries to the restaurant and circulation through the parking lot for
egress out of the site.
The hotel proposes to receive all goods and services through the front door. The
applicant should illustrate how trucks will be parked while deliveries are being made and
that there is adequate turning radii in front of the hotel to accommodate truck
movements and departures.
Trash Enclosures. Both the restaurant and the hotel have exterior trash enclosures.
Details on the trash enclosures and the proposed storage shed related to the hotel must
be provided. Exterior finishes of the trash enclosures shall be a masonry design and be
compatible with the exterior architectural features of the principal building.
Snow Storage. For lots 5 and 6, snow storage areas should be identified. The large
shared parking area raises issue as far as plowing and the removal of snow and storage
of snow during Minnesota winter conditions. These areas should be identified to insure
that they are adequate size to accommodate anticipated snow fall. In the event that
snow storage would not occur on site, a plan for snow removal must be identified as
part of the overall site pl~n review and approval.
Lighting. The applicant has submitted details on the lighting plan consistent with City
requirements. Pole heights for fixtures will be 28 feet, which is consistent with the
limitations the City put on the Outlets of Albertville. The proposed light fixtures is
termed an Omega Series which is a down light fixture with an ornamental figurehead.
The poles are intended to be cast aluminum with an attractive light pole base.
A photometric plan has been submitted for the restaurant and hotel site. It does
indicated that light quantities at the perimeter of the parking lot are in excess of what is
allowed by the City. The applicant should attempt to limit light quantities to the following
standards: not more than one foot candle at the centerline of the private streets or
public streets. Based on the photometric plan, it would appear that this needs yet to be
identified.
Landscaping Plan. The landscape plan does not address the restaurant site. This
area will be addressed in greater detail when a specific user is identified and a site plan
will be returned to the Planning Commission for their review to address this issue.
landscaping has been provided for the hotel site. All properties in the B-2A Zoning
District are required to submit a detailed landscape plan for approval by the City. The
landscape plan shall include ground cover, shrubs, trees, sculpture, decorative walks,
and other design features and have a minimum value of not less than 2 percent for all
projects below one million dollars or $20,000 and 1 percent per project one million
dollars and two million dollars.
In this respect, the applicant must demonstrate that they have achieved the minimum
value in landscaping. These landscaping costs may include the streetscape
improvements proposed by CPDC as well as all internal landscaping. Costs may also
include irrigation, improvements to the storm water swale, and the rain garden
landscaping.
The B-2A District also requires an underground sprinkler system to address all new
landscaped areas. The landscape plan does not identify irrigation on the site. This
must be illustrated and irrigation may be included as part of the 2 percent landscape
valuation.
The landscape plan does not address landscaping associated with the rain garden.
These landscape features should be illustrated and demonstrated to the City for
approval.
21
The B-2A District also required interior parking lot landscaping. The applicant has
provided some treatment at the end of the rows of parking that will include landscaping,
but internal to site, minimum landscaping has been provided. In light of the reduced
parking demand, additional landscaping is not being recommended, however, we do
have some suggestions related to landscaping at the perimeter of the site. In review of
the proposed landscape plan, we offer the following comments:
1 . The landscape plan should irrigation systems for all green areas and landscaped
areas of the site including the landscape islands within the parking lot.
2. The landscape plan should include details on the rain garden.
3. Within the parking lot area on the west end of the parking lot, the landscape
islands are proposing spring snow crabs. We would recommend that any
landscaping within the parking lot be a fruitless tree to avoid issues related to
dropping of fruit and sight maintenance.
4. On the east side of the hotel near the pool area, they have identified a planting
with initials of S. P. The plant schedule does not identify any plant with that initial.
The applicant should identify as to the intended plant species within the site plan.
Due to the proposed building height of the hotel which will require a variance and
approval by Minnesota Department of Natural Resources, it is critical that we insure that
the landscaping between School lake and the hotel provide some mitigation of the
height and appearance. In this respect, we would look to plant taller over story trees in
this location that will provide some break up of building appearance and some tree
height as they mature that will obscure the view of the hotel from the lake surface.
Hotel Building Design. The applicant has provided a floor plan and building
elevations for the Country Inn and Suites hotel. In examining the elevations, the
construction notes indicate the following:
The front elevation near the entrance will include a cultured stone finish that will run
from ground level to the roof top at the entry point. An inconsistency with the site plan
and the building elevations reveal that the building elevations are intended to have a
front porch treatment, while the site plan suggests that there will be a canopy under
. which the guests may park their vehicle while registering with the hotel. Consistency
with the building elevations and the site plans must be worked out with the staff prior to
moving ahead with the building permit approvals.
The predominant exterior finish is identified as four inch vinyl lap siding. The color will
match wolverine wicker, clay or ice. The applicant should provide a specific color
elevation that will illustrate the intended colors of the exterior finish of the building. In
discussions with the applicant, they had indicated that their preferred exterior finish
would be a metal siding rather than vinyl. Staff would recommend metal over vinyl to
22
insure long term maintenance and care. The applicant should identify their expressed
intentions and revise the plans accordingly.
Each guest room will have its own window. The windows will be white trimmed with
burgundy vinyl shutters. A hip roof is being provided. Shingles will be Owen Corning
chateau green.
The pool building, located to the east side of the hotel, will be matched with architectural
features of both the windows and siding.
Building Height. Within the Shoreland Overlay District of School lake, maximum
building height allowed is 25 feet. The proposed hotel, based on definition, is 38 feet in
height and as such, a variance request has been submitted to allow for the increased
height of the building. The height of the building is dictated by the three floor
construction and hip roof.
Building height restriction within the Shoreland Overlay District is intended to minimize
the building impact on users of the lake surface. In this situation, the proposed hotel is
located over 400 feet from the ordinary high water mark of School lake. Additionally,
the applicant is proposing an extensive landscape treatment that would occur not only
on lot 6 but also extend east of langford Drive in conjunction with the Towne lakes
residential subdivision. The combination of distance and landscape plantings should
help to minimize the building height impact on the lake surface.
The applicant has identified a range of colors on their site plan for exterior treatment to
mitigate the height impact on the lake. Colors that are selected should be of earth tone
nature to further reduce the visual issues that may arise with the Department of Natural
Resources.
The pool building attached to the hotel on the east side is by definition only 22 feet in
height and does not require variance from the shoreland requirements. In review of the
requested building height variance, we find that the extensive setback from the ordinary
high water mark of School lake, in addition to the landscape plan that is proposed and
modifications of the building color, should mitigate the impact of the proposed hotel
building on the lake surface of School lake. As a condition of that approval, we would
recommend the following conditions:
1. That the color of the building be approved by the City and be of earth tone
nature.
2. That the City examine the landscaping east of the proposed building to insure
that at maturity additional screening of the building would occur with the plantings
selected.
23
24
CONCLUSION
Based on the original concept of the commercial area of Towne lakes that was
submitted or discussed with the residential portion of the Towne lakes subdivision, it
appears that the character of the area has changed from a neighborhood commercial
center to a more significant regional destination, as reflected in the hotel, the lighting
store, and the restaurant. This theme will be carried through the balance of the shops
at Towne lakes One with the introduction of a future home acces,sory store and a fast
food restaurant.
In examining the surrounding land uses, this type of land use characteristic or change
was not unanticipated due to its proximity to the Outlets of Albertville. Although the
uses have changed to a more regional draw, it appears that CPDC has made efforts to
incorporate a high degree of site design and architectural features to insure that the site
blends well with the residential portion of Towne lakes.
As part of the overall PUD, the applicant has requested for some flexibilities in setbacks,
parking ratios, and private streets. Planning Commission and City Council will have to
make a determination as to whether the level of amenities that are being provided as
part of the PUD warrant considerations of those flexibilities. Based on staff review, we
offer the recommendations found at the beginning of the report. Individual actions
should be taken with regard to preliminary plat and planned unit development separate
from the individual site plan reviews related to individual lots. Recommendations have
been provided for each level of review.
pc: Mike Couri
Pete Carlson
Jon Sutherland
Dave Hempel, CPDC
Wanda Kraemer, Gel Builders
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~TERNBEIlG \' ~ II = TlA,),~ ~
Vintage Down Lighting Fixtures
CRRLM HARBORSIDE SERIES SPECIFICATIONS
~'/l II i
U = 'T ~ t,...j~ e 12
GENERAL
The CRRLM Harborside series is a decorative downlight
fixture which consists of a spun aluminum shade, ballast
compartment, and optic lens.
BALLAST HOUSING
The ballast housing shall be heavy wall spun aluminum.
The upper housing shall be an integral section of the shade.
The ballast shall be attached to the ballast housing by two
aluminum wide faced "Z" brackets to ensure high capacity
heat sinking of ballast temperatures, keeping the ballast
cooler and ensuring long life.
Upper
Housing
Shade with
WMe
Reflective
Enamel
Underside
Glass Jar
Protector
(Optional)
ELECTRICAL
The fixture shall be V.L. listed. H.I.D. ballasts shall be
high power factor with lamp starting down to -30 degree F.
Medium base and mogul base porcelai.n sockets are 4KV rated. The ballast/socket assembly shall
be pre-wired and located in the upper housing when specified with a medium base socket. All
compact fluorescent (PL) ballasts shall be instant .start electronic with a start~g temperature of
down to 0 degrees F. They shall have a 4-pin socket to accept quad or triple tube lamps.
SHADE ASSEMBLY
The CR22 shade shalrbe made of .100 thick spun aluminum and have an outside diameter of 22".
It shall have a 2" wide depressed band spun and a two tiered top in the upper housing for a direct
connection to a I /2" diameter arm or tenon. The 22" shade shall have a full return. The underside
of the shade shall be painted with white reflective enamel.
The CRS22 shade shall be made of .100 thick spun aluminum and have an outside diameter of
22". It shall have a 2" wide depressed band spun and a wide curved top in the upper housing for a
direct connection to a 2" diameter arm or tenon. The 22" shade rim shall- have a full return. The
underside of the shade shall be painted with white reflective enamel.
OPTICAL LENS OPTIONS
The fixture shall be supplied with a Refractor lens which shall be 9" diameter polycarbonate with
an LE.S. Type 3 distribution (R3P) or Type 5 distribution (R5P). It shall be secured to the spun
holder with a spring snap ring.
The fixture shall be supplied with a Glass Jar Lamp Protector (GJ) is a clear glass jar which
envelops the lamp and is threaded into a cast aluminum holder. It shall have an aluminum guard
over the lens.
LIST NO.
~:~~~RSIDE The fixture shall be supplied with a White Glass Globe (G 10) which shall measure 10" diameter
SERIES and envelops the lamp and is mechanically attached to its holder.
(Continued on back page)
~TERNBEItG
Vintage Down Lighting Specifications
$, BUILDING A PART NUMBER
POST & ARM FIXTURES
ARM MOUNTED FIXTURE
NO.
OF ARMS FIXTURE / POSTARM
CENTER
POST TOP FIXTURE
(PT)
FIXTURE
POST POST CAP
(See Post Section)
LIGHT SOURCE
BALLAST
WATTS / TYPE / VOLTS
OPTICS
OPTIONS
FINISH
WALL FIXTURES
LIGHT SOURCE
BALLAST
WATTS/TYPE/VOLTS
OPTICS
OPTIONS
FINISH
FIXTURE/WALL BRACKET
/ Illil_1111 /
/ lIlrilll1111 /
HANGING FIXTURES
FIXTURE/HANGING BRACKET
OVERALL
DROP IN INCHES
LIGHT SOURCE
BALLAST
WATTS/TYPE/VOLTS
OPTICS
OPTIONS
FINISH
/
/ Ili&..tI~1l /
/~-/~
ft...........' ..
FIXTURES POST ARMS WALL .," BALLASTS LAMPS3 FINISHES
. GJ/CRS22 . CRPM BRACKET . 35HPS1 . HPS35/MED STANDARD
· G10/CRS22 . HSCPM' ARMS . 50HPS2 . HPS50/MED . BK Black
'~ 1
· RP5/CRS22 . HSAPM' · CRWB · 70HPS · HPS70/MED . VG Verde Green
. RP3/CRS22 . HMPM · HMAWB4 . 100HPS · HPS100/MED · PG Park Green
. GJ/CR22 . TRPM . TRWB · 150HPS · HPS150/MED · ABZ Arch Med
· G10/CR22 . DA4s · TRSLWB · 50MH · MH50/MED Bronze
· RP5/CR22 . DA6s . RRWB4 · 70MH · MH70/MED · SI Swedish Iron
. RP3/CR22 . DA8s · 91VVWB . 100MH . MH100/MED
. RPM4 · 150MH . MH150/MED FINISHES
VOLTAGES . 91WPM · 175MH . MH175/MED CUSTOM
. 120 · 26PLT · PL T26 · WH White
. 208 HANGING · 32PLT . PLT32 · RT Rust
· 240 TYPE . 42PL T · PLT42 . DB Dark Bronze
.277 . CH44 · INCAND · CM Custom Match
· 480 · SH44
. MULTI . CH28
(120-277) · SH28
NOTES:
1 35HPS is 120 volt only.
2 50HPS available as 120 or 277 volt only.
Others are special order.
3 Standard is clear, for coated HID
lamps add C (MH70/C/MED).
Medium base sockets standard
with ballasts up to 175 watts.
Mercury vapor ballasts are
available.
4 Requires CRS22 fixture model.
5 Add (S) Spike or (6) Ball after
arm number to designate type
of finial.
OPTIONS
.PEC1 PhOtocell-Bimetal 120 Volt
· PEC2 Photocell-Bimetal 208-277 Volt
. PEC1-E Photocell-Electronic 120 Volt
· PEC2-E Photocell-Electronic 208-277 Volt
· FHS Single Fuse and Holder-120,277 Volt
. FHD Dual Fuse and Holder-208, 240,480 Volt
. QR Quartz Re-Strike
. CC3693 Scrolls for RPM (SRRWB)
. LAMPS Select from list
Q,TERNBEDG 7401 Oak Park Ave. Niles, IL60714. 847-588-3400. Fax 847-588-3440
(!J vnmrA<G1J: 1LII<G1WIlI'I:\: wwW.stembergllghting.com Emaii: info@sremberglighting.com
..,..,.
~TERNBEItG
CRRLM HARBORSIDE SERIES FIXTURES / ARMS PM - WB
Q+
GJ/CRS22
6+
RP5/CRS22
RP3/CRS22
~+..~"1" S+
GJ/CR22
G10/CR22
RP5/CR22
RP3/CR22
SH44
Stem
Hung
-or
SPECIFY
OVERALL
DROP IN
INCHES
~~
CH28
or
SH28
For 150 Watt
or 175 Watt
Ballast
CH44
Chain
Hung
..-211/'"4
t
273/4-
!
CR
t -,.~
T~
~301/2"4
RPM
...- 243,," .
t
36"
!
HSA
..--321/."4
t
52"
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"-301d~
~241J2"~ ..
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36" 30"
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Single Arm
t
, '18"
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4'- 6'_ 8'
.
..- 25. 4
1011..t
t
22"'..
~
RWB
91W
541/8-
..
HSC
Twin Arm
~ 18. -,
TRSL
CC3693
Scroll option
for RPM
~TERNBE!\.,G 7401 Oak Park Ave. Niles, IL 60714 · 847-588-3400. Fax 847-588-3440
(9 VDml'A<Gl& 1LIl<GlB\1rlJN<G www.slemberglighting.comEmeil:info@slemberglighting.com
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~TERNBEI\.G
Vintage Down Lighting Fixtures
"
CRRLM HARBORSIDE SERIES SPECIFICATIONS
LIST NO.
CRRLM
HARBORSIDE
SERIES
PHOTOCEllS
Photocells shall be either the thenno bi-metal button type or the electronic button type. Photo-
cells shall be mounted in the pole shaft. The thermo photocell shall be mounted in the pole
shaft. The thermo photocell shall be designed to turn-on at 1.0 footcandle and turn-off at not
more than 5 footcandles. The electronic button type photocell is instant on and a 5-10 second.
turn off and shall turn-on at 1.5 footcandles with a turn-off at of 2-3 footcandles. Photocells are
either 120 volt or 208 thru 277 volt. Photocells are not pre-wired as ballast housing assemblies
and fitters are packaged separately for ease of wiring to source.
ARMS
All arms are made of cast aluminum and/or extruded aluminum. Arms with decorative filigree
nave meticulously detailed scroll work and gracefully curved brackets. All fixtures will have its
fitter either welded to the arm or will be mechanically attached at the factory to ensure arms will
be plumb, secure and level over the life of the installation. Each arm shall be bolted to a post
mount adapter, which is welded to the pole to ensure proper alignment to the base. Arms are
pre-wired for ease of installation.
FINISH
.. 1:
Prior to coating, each assembly is ground etched or sandblasted to create a uniform surface tex-
ture and to ensure superior bonding of primer and finish coat. Two coats of wash primer are
applied to increase bonding strength followed by two coats of semi-gloss Sherwin Williams
industrial enamel. The total assembly is wrapped in shockproof wrapping and then fully
enclosed in corrugated cartons.
WARRANTY
Three-year limited warranty. See warranty literature for details.
.of
~TERNBEIlG
Vintage Ornamental Poles
6200 OXFORD SERIES SPECIFICATIONS
GENERAL
The _ ft tall* decorative post shall be aluminum, one-piece construc-
tion. The 18" diameter cast aluminum fluted base shall be constructed
with a _ inch diameter aluminum shaft. The model shall be Sternberg
Vintage Lighting Number #6200 or #6200R for candy cane poles.
CONSTRUCTION
The base shall be designed with sixteen long curved flutes which grace-
fully slope to a decorative scalloped ring and be made of heavy wall,
319 alloy cast aluminum. It shall have a I" thick floor cast as an inte-
gral part of the base.
_ The smooth tapered shaft shall be made of ASTM 6063 extruded
aluminum and tempered to a T6 condition.
_ The straight fluted shaft shall be made of ASTM 6061 extruded
aluminumand tempered to a T6 condition. It shall have a decorative
fluted tenon.
_ The cast tapered fluted shaft shall be made of heavy wall, 319
alloy cast aluminum.
_ The extruded tapered fluted shaft shall be made of ASTM 6063
extruded aluminum and tempered to a T6 condition.
_ The tapered octagonal shaft shall be made of heavy wall, 319
alloy cast aluminum The shaft shall be double circumferentially
welded internally and externally to the base for added strength.
INSTALLATION
Four, hot-dipped galvanized "L" type anchor bolfs shall be provided with
the post for anchorage. A door shall be provided for wiring and anchor
bolt access. It shall be secured with two, tan1~r proof, stainless steel
screws. Post will be provided with a grounding stud mounted on the
base floor opposite the access door.
Indicate the type 01 shall needed (above)
au
STREET SIDE
T
2r
..1
ACCESS DOOR"
i.-1S- ~
: .
"See installation template lor exact door position.
Bolt circle dimellSions may mange on laUer poles.
Cast Aluminum - Extruded Poles
18" Diameter Base x 27" High
~ ~ I I II
5".3"00
62 _ _ 'T5
10'12' 14'
16'18' 20'
6';. 3" 00
62--'T6
10'12'14'
16' 18' 20'
22'
SMOOTH
TAPERED
SHAFT
SMOOTH
TAPERED
SHAFT
"FOr candy cane poles insert ---HlAft (feet. above grade height). See diagram on reverse side.
~TERNBEltG
f
6200 OXFORD SERIES POSTS / OPTIONS / POST CAPS
HEIGKT
~
Straight Poles
MODEL/HEIGHT/SHAFT POST CAP OPTIONS FINISH
CENTER
/ 111/
Part Number' Selections
MODEL HEIGHT SHAFTt
· 62 - 08' · 20' . T5: 5".3" Tapered Smooth
: ~g: : ~~: - T6: 6"-3" Tapered Smooth
-14' .26' - FP5: 5" Straight Auted
-16' .28' · FP6: 6" Straight Auted
-18' - TFP6: 6"-3" Tapered Fluted
· ETFP6:6"-4" Tapered Fluted
FP5 - 5" TFP6- 6" TFP6. 6"-3"
I I I OPTIONS AVAILABLE
- SCO oi SBA . PA478
o 0 0 -DCO · DBA .PCD
- - GFI - SBAR - SH
O 0 I - SCO/GFB · DSPA · SB
ill - FH - DHPA · WHK
o @ 0 - DB Direct Burial - HB Helix Burial
15 -5"-3" 16.6"- 3" ElFP6 .6"-4" t See first page for height restriction.
SCO - Single Convenience Outlet
mounts in the pole
DCO - Double Convenience Outlet
mounts in the pole
. .
. .
. .
, .
. .
. .
. .
. .
Part Number Selections
ABOVE
MODEL HEIGHT SHAFTt GRADE
· 62 · 00 - RT5: 5"-3" Tapered Smooth . OS' AG
· RT6: 6"-3" Tapered Smooth .10' AG
- RFP5: 5" Straight Fluted .-12'AG
· RFP6: 6" Straight Fluted .13' AG
- RTFP6: 6"-3" Tapered Auted** .14' AG
- Available in 11', 13', 15, AG . 16' AG
- 18' AG
· 20' AG
· 22' AG
- 24' AG
POST
CENTER CAP
(If Required)
-BCC
-FCC
-SCC
· TFCC
FINISHES
STANDARD
- BK Black
- VG Verde Green
- PG Park Green
- SI Swedish Iron
· ABZ Arch Med
Bronze
FINISHES
CUSTOM
· WH White
· RT Rust
· DB Dark
Bronze
· CM Custom
Match
GFI - Ground Fault Interrupter
mounts in the pole
1,-;
i //
. .
i/'/
SBA - Single Banner Arm mounts
on the pole
r:l PCD - Photo c..ontrol mounts
~ on door on pole
SCO I GFB - SCO Mounts on
pole, with Ground Fault
Breaker ~ base
FH - Flag Pole Holder
mounts on the pole
~
~
!
!
DBA - Double Banner Arms mount.
on same side of the pole
SH - Speaker Hub for
mounting speaker,
floodlight or signal
SBAR- Single Banner Arm
and Ring
DSPA- Double Stepped Planter
Arms mount on either side
SB - Sign Bracket mounts
on pole to hold signs
BCC- Ball Center Cap
DHPA- Double Hooked Planter
Arms mount on either side
WHK- Wreath Hook mounts
on pole to hold
decorations
PA478-Decorative Planter Arms
with planter rings
A
SCC- Spiked Center Cap
SSCC-Side Spiked Center Cap
FCC - Finial Center Cap
TFCC- Tall Finial Center Cap
~TERNBE!\.G 7401 Oak Park Ave. Niles, IL 60714. 847-588-3400. Fax 847-588-3440
@ wnmrAiGII =1Il1l'IlNG www.stemberglighting.oomEmaif:info@stembergllghting.com
J.\f..
:--:~~
~r
ABOVE
GRADE
HEIGKT
J_
II
~TERNBEItG
\" U ,.
Vintage Lighting Fixtures
7543TF NANTUCKET SERIES SPECIFICATIONS
GENERAL
The 7543TF Nantucket series is an impressive traditional
four-sided fixture. It features consist of a decorative cast
four-sided curved roof with a unique one-piece cast cage
with acrylic lens. The roof shall be appointed with a deco-
rative cast 4" diameter orbicular tall finial.
POST FITTER
The fitter or base shall be heavy wall cast aluminum, 319
alloy for high tensile strength. It shall have an inside dia-
meter opening to fit a 3" diameter pole or tenon. When
ordered with a Sternberg aluminum pole, the fitter shall be
set screwed to the pole top or tenon.
BALLAST
The ballast shall be remote mounted in the base of the pole,
pole shaft, arm or ballast box.
Orbicular
Tall Finial
Cast
Aluminum
Construction
A1zak Disc
(Oplional)
Type 30r
Type 5
Refraclor
Available
Photocell
(Oplional)
Post Finer
ELECTRiCAL
Fixture shall be U.L.listed. H.I.D. ballasts shall be high power factor with lamp starting down
to -30 degreeF. Medium base and mogul base porcelain sockets are 4KV rated. All compact
fluorescent (PL) ballasts shall be instant start electronic ~ith a starting temperature o~ down to 0
degrees F. They shall have a 4-pin socket to accept quad or triple tube lamps.
FIXTURE HOUSING
The 7543TF fixture shall be 12" wide and the overall height shall be 255/8". It ~hall be made of
heavy wall cast aluminum, 319 alloy and lenses shall be made of vandal resistant acrylic, avail-
able in clear (CA), clear seeded (CSA), clear textured (CTA), prismatic (PA), and white (WA)
acrylic. The fixture cage shall cast in one piece. The Model 7543TF shall have a four-sided roof,
cage and bottom plate with four large lenses.
OPTICAL OPTIONS
Refractors shall be 6" diameter borosilicate glass with an I.E.S. Type 3 (RE3G) or Type 5 (RE5G)
distribution. It shall be secured to the socket stem with 3/8" steel anodized threaded pipe nipple
and rest on a cast aluminum holder with anti-shock gasket. The refractor will be secured to cast
holder with a quarter-turn internal aluminum twist ring for ease of maintenance. The optional
Alzak Disc is an optical shield to help direct light downward. It shall be 7" diameter and made
of specular reflective aluminum and mounted directly above lamp.
Frosted Glass Humcane Chimney (FHC) is an optic option which adds an authentic touch.
House Side Shield (HSS) is an option which will block up to 1200 of light in anyone direction.
3-Light (3L) candelabra set is an option for incandescent application.
LIST NO.
7543TF
NANTUCKET
SERIES
PHOTOCELLS
Photocells shall be either the thermo bi-metal button type or the electronic button type. On single
post top and multiple head fixture assemblies, photocells shall be mounted in the pole shaft. The
(Continued on back page)
~TERNBEI\.G
r
~
7543TF NANTUCKET FIXTURES/ ARMS PM-WB
7543TF
Post Top
7543TF
Tall Finial
7543AH
Hanging
7543TFH
Hanging
Alzak Disc
-L
\ 1200 /
CJ C I
RE3G
RE5G
Refractor
HSS
House Side
Shield
FHC Frosted
Hurricane
Chimney
3L
3 Light
W......' CSA
. .::~. ~.:~. Clear
'0,..
.........
<: :.... Seeded
- .... Acrylic
DCA
Clear
. Acrylic
CTA
Clear
Textured
Acrylic"
P~~~.\ 1 =
Stem Chain
Hung Hung
T
=
Dropin
Inches
~11"..-..:
, :
,+~
t
15'
~
.
~18"0'~
6236
~""'-4 r
}~~ ~..'
+ ("DT~'_)!
478TS
.
~10 718'~
....-1611..~
t
15'14"
~
"t~ +
t
101".
t
- "... "j
55
55L
~161/2.--';
t
17'
~
TASCR
41(
161J2"~
t
11 "".
t
TA
I
22 "0'
!
.....- 14 7/8" ~
t
10".'
t
....-107'.. ~
78
t
19"0'
~
1........14.~
121CM
Corner Mount
,
~TERNBEI\.G
Vintage Lighting Specifications
tAt
~~. BUILDING A PART NUMBER
POST & ARM FIXTURES
ARM MOUNTED FIXTURE
CENTER
POST TOP FIXTURE
(PT)
AXTURE
POST POST CAP LIGHT SOURCE OPTICS
BALlAST
(See Post Section) WATTS/TYPE/VOLTS
NO.
OF ARMS FIXTURE/ POSTARM
III - l~il~D:liiiil~ / _ill1-1 PT /
/ lirwcp:ll ~'~lliil;&$lri~:~l/ Ji~~I/
_:"",?;~,~~"";':;"'_':=':=::'" "1':,.,c_:~,.__,,/,,~,~,_c~..,,,~., """:.,"_,_.___',.,,.._'_ ,
WALL FIXTURES
OPTICS
/....,c>>.......,,,...../
,~!,
...::....,.....,.::<......::.",..>........:v.:.. - ,
....,.y. -.......,......
I:IANGING FIXTURES
OPTIONS
LENS
FINISH
BALLASTS1
. 35HPS2
. 50HPS3
· 70HPS
· 100HPS
· 150HPS
· 50MH
· 70MH
· 100MH
· 150MH
.. 26PLT
· 32PLT
· 42PLT
· INCAND
HANGING
BRACKETS
· CH44
· SH44
· CH27B
· SH27B
· CH28
· SH28
AXTURE/HANGING BRACKET
OVERALL
DROP IN INCHES
LIGHT SOURCE
BALLAST OPTICS
WATTS/TYPE/VOLTS
OPTIONS
/ Iji*cIii~'1 / ~ /
:}::'?.'M~/~;~.~;;~;.$:::: ~ .
LAMPS 5
· HPS35IMED
· HPS50IMED
· HPS70/MED
· HPS100/MED
· HPS150/MED
· MH50IMED
· MH70IMED
· MH100IMED
· MH150/MED
· PLT26
· PL T32
· PLT42
VOLTAGES
· 120
· 208
· 240
· 277
· 480
· MULTI. .
(120-277)
OPTIONS
LENS ANISH
FIXTURES WALL POST ARMS WALL
· 7543TF BRACKET · 78PM BRACKET
· 7543AH ARMS WITH · 78TPM ARMS
· 7543TFH BALLAST BOX · 478PM · 78WB
· 78WBBB · 478TSPM · 78TWB
LENSES · 78TWBBB · 80PM · 478WB
· CSA · 478WBBB · 80DPM · 478TSWB
· CA · 478TSWBBB · 80TPM · 80WB
· CTA · 80WBBB · 80DTPM · 80TWB
· PA · 80DWBBB · 480PM · 80TIWB
· WA · 80TWBBB · 55PM · 480WB
PIER BASES · 80DTWBBB · 55LPM · 55WB
· 480WBBB · 121PM · 55LWB
· PB44 · 480DWBBB · 6236PM · 6236WB
· PB27B · 55WBBB · TAPT · TAWB
· PB28 · 55LWBBB · TASCRPT · TASCRWB
· 6236WBBB · 121WB
· TASCRWB · 121CMWB
· 121 WBBB6
NOTES:
1 Pole mounted fixtures - requires ballast to be mounted in pole base.
1 Wall mounted fixtures - requires wall bracket arms with ballast box.
1 Pier mounted fixtures - require P828 or P8278 if ballasted.
1 Hanging fixtures - require CH/SH28 or CHlSH278 if ballasted.
2 35 HPS is 120 volt only.
3 50 HPS available as 120 or 2n volt only. Others are special order.
4 Medium base socket only when used to house lamp.
S Standard is clear, for coated HID lamps add C (MH70/C/MED).
Medium base sockets standard. Mercury vapor ballasts are available.
6 Custom ballast box.
~!!~J:2!lG
/~..........'....".'./~.""..'"
EIJj ~
i PIER AXTURES
Uses same informalion
. boxes as wall fixture
:'::?;.':'t,~:}':.;:.~.:_-'<';'--.:::':;0.,-:':,:::<><1?:~~
~ASE
LENS
ANISH
/.."..."...../..,...,,"'"
",..,....=,.. """'wY"
- ~_:!~. _ g,{!~W
FINISHES
STANDARD
· BK Black
· VG Verde Green
· PG Park Green
· ABZ Arch Med
Bronze
. SI Swedish Iron
FINISHES
CUSTOM
· WH White
· RT Rust
· DB Dark Bronze
. CM Custom Match
OPTICS
· RE3G
· RE5G
· ALZAK
· HSS
· FHC4
· 3L
;;
OPTIONS
. PEC1 Photocell-Bimetal 120 Volt
· PEC2 Photocell-Bimetal 208-277 Volt
, . PEC1-E Photocell-Electronic 120 Volt
. PEC2-E Photocell-Electronic 208.277 Volt
· FHS Single Fuse & Holder-120,277 Volt
· FHD Dual Fuse & Holder-208,240,480 Volt
· QR Quartz Re-Strike
. PF Pineapple Finial or Font (TA, TASCR)
· BF Ball Finial or Font (TA, TASCR)
. LAMPS Select from list
7401 Oak Park Ave. Niles, IL60714 · 847-588-3400. Fax 847-588-3440
www.sternberglighting.com Email: info@sternberglighting.com
~TERNBE!\.,G 7401 Oak Park Ave. Niles, IL 60714. 847-588-3400. Fax 847-588-3440
VIIMlrA<G!II: !LIItG1I!l'Il'IIN<G www.stemberglighting.com Email: into@sternberglighting.com
II
- ~TERNBEI\.G
Vintage Lighting Fixtures
r
~
7543TF NANTUCKET SERIES SPECIFICATIONS"
LIST NO.
7543TF
NANTUCKET
SERIES
thermo photocell shall be designed to turn-on at 1.0 footcandle and turn-off at not more than 5
footcandles. The electronic button type photocell is instant on and a 5-10 second turn off and
shall turn-on at 1.5 footcandles with a turn-off at of 2-3 footcandles. Photocells are either 120
volt or 208 thru 277 volt. Photocells are not pre-wired as ballast housing assemblies and fitters
are packaged separately for ease of wiring to source.
ARMS
All arms are made of cast aluminum and/or extruded aluminum. Arms with decorative filigree
have meticulously detailed scroll work and gracefully curved brackets. All 7543TF fixtures will
have its fitter mechanically attached to the arms. Each arm shall be bolted to a post mount
adapter, which is welded to the pole to ensure proper alignment to the base. TA and 579 arms
will be attached the decorative center hub which will slip fit the center tenon of the pole. Arms
are pre-wired for ease of installation.
FINISH
Prior to coating, each assembly is ground etched or sandblasted to create a uniform surface tex-
ture. and to ensure superior bonding of primer and finish coat. Two coats of wash primer are
applied toincre~se bonding strength followed by two coats of semi-gloss Sherwin Williams
industrial enamel. The total assembly is wrapped in shockproof wrapping and then fully
enclosed in corrugated cartons.. 1
WARRANTY
Three-year limited warranty. See warranty literature for details.
~TERNBEItG
CAS
4'- 6'- 8'
RLM/SPRLM SERIES FIXTURES/ARMS PM-WB
~24. -...l
,+~
.
"t.;;1
~~8
.
~16111.~
,+~
.~!
223/4-. ..:
25" .
,
91W
n~r. ,.~t.0
P 11 . ~
RWB
CC3693
Scrolls
for RWB
62R
pr
RPM CC3693
Scrolls
for RPM
r
CC93
for 62R
Scrolls
~
QPM
t
223,..
~
. .
t ih"-1 ::;:j
'T~ ....t Yo.
478U "'11111.~
t -".."-] .., t ~
133/..b . ~ 800
~ ~ ~1731..-.j
470UF . 'f'~.
J"~ t
, " 55LO: . ~173/'.~
t~ l~
l~CDV} m.t i"'''1
tte ~ E~
i 15;'. TASU
t~ -~'''~
"" ,,t~
+ 6236U . t . · 86"
CA
4'- 6'- 8'
CCA
4'- 6'
Polycarbonale
Refractor
Type 3 or5
(OptionaO
~TERNBEIlG
,. E II:. I lj . I
\\ F II :=. Z 1- II
Vintage Down Lighting Fixtures
RLM/SPRLM SERIES SPECIFICATIONS
GENERAL
The RLM & SPRLM series is a traditional downlight fixture
which consists of a spun aluminum shade and optic lens.
BALLAST
The ballast shall be remote mounted in the base of the pole,
pole shaft, arm or ballast box.
Highly
Reflective
Gloss 1M1ite
Underside
ELECTRICAL
The fixture shall be V.L. listed. H.l.D. ballasts shall be
high power factor with lamp starting down to -30 degree F.
Medium base and mogul base porcelain sockets are 4KV
rated. All compact fluorescent (PL) ballasts shall be
instant start electronic with a starting temperature of down
to 0 degrees F. They shall have a 4-pin socket to accept
quad or triple tube lamps.
\ ; : j!!:;:; ;;: II i II I:'
\ I ~!~I!:~.:~~.\ II IJ.
Shade
Ava~able
up to 24" \Mde
SHADE
The RLM shade shall be made of .1 Op thick spun aluminum and have an outside diameter of 16"
(Model RLMI6), IS" (Model RLMlS), 24" (Model RLM24). It shall be have a smooth spun
neck for connection to an arm end or tenon. The shade shall be mechanically attached to the ann
using a 3/S" threaded pipe and gasket washer.
The SPRLM shade shall be made of .100 thick spun aluminum and have an outside diameter of
IS" (Model SPRLMlS), 20" (Model SPRLM20), 24" (Model SPRLM24). It shall be have
stepped spun neck for connection to an arm end or tenon. The shade shall be mechanically
attached to the arm using a 3/8" threaded pipe and gasket washer.'
OPTICAL OPTIONS
The fixture shall be supplied with, a Refractor lens which shall be 9" diameter polycarbonate with
an I.E.S. Type 3 distribution (R3P) or Type 5 distribution (RSP). It shall be secured to the spun
holder with a spring snap ring. .
The fixture shall be supplied with a Glass Jar Lamp Protector (GJ) is a clear glass jar which
envelops the lamp and is threaded into a cast aluminum holder. It shall have an aluminum guard
over the lens.
The fixture shall be supplied with a White Glass Globe (G10) which shall measure 10" diameter
and envelops the lamp and is mechanically attached to its holder.
The fixture shall be supplied with a 1910 Acorn which shall be made of clear frosted polycarbon-
ate and envelops the lamp.
The fixture shall be supplied with a 14" diameter white polycarbonate globe (G14WP) or acrylic
globe (G14WA). The globe envelopes the lamp and ismechanically attached to its holder.
LIST NO.
RLMISPRLM
SERIES
PHOTOCELLS
Photocells shall be either the thermo bi-metal button type or the electronic button type. Photocells
shall be mounted in the pole shaft. The thermo photocell shall be designed to turn-on at 1.0 foot-
(Continued on back page)
- ~TERNBEl\.G
~
RLM/SPRLM SERIES FIXTURES/ARMS PM-WB
16'W
,t~
GJ/RLM16
16"W
,,}~
R5P/RLM16
R3P/RLM16
16"W
1S"W
lS"W
24"W
;,t~".t~.
....~..~
+~
GJ/RLM18
GJ/RLM24
GJ/RLMSP18
lS"W
24"W
lS"W
+~
1.J." A
,cwr
,~~
R5P/RLM18
R3P/RLM18
R5P/RLMSP18
R3P/RLMSP18
R5PI RLM24
R3P/RLM24
lS"W
24"W
18"W
.t~ J.~ "t..~., 1 A
,~ +~ +~ ,~
G10/RLM16
16"W
G10/RLM18
G10/RLM24
G10/RLMSP18
2(J' W
20"W
"rc(7 ~}~ + ~
1910/RLM
G14WP/RLMSP20
G14WAlRLMSP20
1910/RLMSP20
2(J' W
24"W
't~
1.~
+~
GJ I RLMSP20
GJ/RLMSP24
20"W
24"W
,t,~ +~
R5P/RLMSP20
R3P/RLMSP20
R5P/RLMSP24
R3P/RLMSP24
2(J'W
24"W
LJL LJL
, ~ , ~
G10/RLMSP20
G10/RLMSP24
"
~TERNBEl\.G
RLM/SPRLM SERIES FIXTURES/ARMS PM-WB
~24' -..i
t
183/8"
t
o
~16118.~
t
13314"
t
,+~
478
~161/'.~
~Q
91W
or
RWB CC3693
Scrolls
for RWB
pr
RPM CC3693
Scrolls
for RPM
r
CC93
for 62R
Scrolls
~ 00l(
t
223,4"
~
QPM
30.
678
. .
t b~ -j ;::::g
'T~ .,'t lV~o
478U ...WI....i
t --"'..~ ." t ~
133,..[h ~ 800
t ~ ..........-173,..<).;
"iZ_~. ;l~
,FS5LD .........173,..+1
. .'
"t~
4800
~301/4.~
f'~
l ~COVHU
"'i~
TA
tte
t~~
: 15r~
t ...-183/..--":. . :
~o 00l( 33'''--...l
15- 15~". _'
t . ..
t 623~U ~
CAS
4'. 6'. 8'
CA
4'.6'.8'
CCA
4'.6'
~TERNBEI\.G
Vintage Down Lighting Specifications ·
m .. BUILDING A PART NUMBER
POST & ARM FIXTURES
ARM MOUNTED FIXTURE
NO.
OF ARMS FIXTURE / POSTARM
CENTER
POST TOP FIXTURE
(PT)
FIXTURE
B
11- llllli:Eiiiiill/ II PT/
nr-,. ~ WALL FIXTURES
m ~ FomJRE/WAll. BRACKET
POST POST CAP LIGHT SOURCE
BALLAST
(See Post Section) WATTS/TYPE I VOLTS
OPTICS
OPTIONS
FINISH
/ ~.'.".""'."."."^.'.'.'.".".".'..".'.'.'.I / _"",.orm.'." /
it,g.~I: lit::
/~...'...'.'.'.'..'.'..'.'.'.'.'.'.',,:,
iIJ
LIGHT SOURCE
BALLAST
WATTS/TYPEIVOLTS
OPTICS
OPTIONS FINISH
/ lil~imlgi1:1 /
/ (..tq.il~'1 /
HANGING FIXTURES
LIGHT SOURCE
BALLAST
WATTS/TYPE/VOLTS
OPTIONS
FINISH
OPTICS
FIXTURE/HANGING BRACKET
OVERALL
DROP IN INCHES
/
/~
IIIJ
FIXTURES
· GJIRLM16
. GJ/RLM18
. GJRLM24
· R5P/RLM16
· R5P/RLM18
. R5P/RLM24
· G10IRLM16
. G10/RLM18
. G 1 0/RLM24
. GJ/SRLM18
. GJ/SRLM20
. GJ/SRLM24
. RSP/SRLM18
· RSP/SRLM20
. RSP/SRLM24
. 'G10/SRLM18
. G10/SRLM20
· G10/SRLM24
POST ARMS
. 86PM
· 80PM
. 80DPM
· 480PM
. 480DPM
· 478PM
· 478FPM
. 478UPM
. 478UFPM
. TAPT
. TASUPT
. 478EFPM
· 678PM
. 55LDPM
· 6236UPM
. CDVHPM
. 91WPM
· RPM
· QPM
. CA46
. CA66
. CA86
/ tl~lj.!.llI~111 /
POST ARMS 6
. SMA46
. SMA66
. CCA46
. CCA66
. CAS46
. CAS66
. CAS86
HANGING
BRACKETS
. CH44
. SH44
· CH27B
. SH27B
· CH28
. SH28
VOLTAGES
. 120
. 208
. 240
· 277
· 480
. MULTI
(120-2n)
WALL WALL BALLASTS LAMPS.
BRACKET BRACKET . 35HPS1 · HPS35IMED
ARMS ARMS WITH . 50HPS2 · HPS50IMED
· 86wB BALLAST . 70HPS · HPS70IMED
. 80WS BOX . 100HPS · HPS100IMED
· 80DWS · 80WSBB · 150HPS . HPS150IMED
· 480WB · 80DWBB · 50MH · HPS250IMOG
· 480DWB · 480WSBB . 70MH · MH50IMED
· 478WB · 480DWBBB · 100MH · MH70IMED
· 478FWB . 478WBBB . 150MH . MH100IMED
. 478UWB . 478FWBBB · 175MH · MH150IMED
. 478UFWB · 478UWBBB · 26PLT · MH175/MED
· TAWB . 478UFWBBB · 32PLT · PLT26
· TASUWB · TAWBBB . 42PLT · PLT32
· 478EFWB . TASUWBBB · INCAND
· 678WB · 478EFWBBB FINISHES
· . 55LDWB · 55LDWBBB FINISHES STANDARD
· 6236UWB · 6236UWBBB CUSTOM · BK Black
· CDVHWB . 91WWBBB · WH White · VG Verde Green
· 91WV\IB . RWBBB · RT Rust · PG Park Green
. RWB . 62RWBBB . DB Dark Bronze . ABZArch Med
· 62RWB · CM Custom Match Bronze
. SI Swedish Iron
OPTIONS
· PEC1 Photocell-Bimetal 120 Volt
· PEC2 Photocell-Bimetal 208-277 Volt
. PEC1-E Photocell-Electronic 120 Volt
· PEC2-E Photocell-Electronic 208-277 Volt
· FHS Single Fuse and Holder-120,277 Volt
· FHD Dual Fuse and Holder-208.240.480 Volt
· QR Quartz Re-Strike
· PF Pineapple Finial or Font (lA, TASCR)
. BF Ball Finial or Font (lA, TASCR)
· CC3693 Scrolls for RPM (RRWB)
· CC93 Scrolls for 62R
· LAMPS Select from list
QTERNBE!\,G 7401 Oak Park Ave. Niles, IL60714. 847-588-3400. Fax 847-588-3440
C9 VllN'll'A<GlE lLII<GIm'll'lIN<G www.sternberglighting.com Email: info@sternberglighting.com
NOTES:
1 35HPS is 120 volt only.
2 50 HPS available as 120 or 2n volt only.
Others are special order.
3 175 watt maximum.
4 Standard is clear for coated HID lamps
add C (MH70 ICI MED). Medium base
sockets standard with ballasts
up to 175 watts. Mercury vapor
ballasts are available.
5 Add (S) Spike or (B) Ball after
arm number to designate type
of finial.
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