HomeMy WebLinkAboutGATEWAY AT HARMONY ROAD PUD, 1ST FILING - FINAL - 1-88C - REPORTS - RECOMMENDATION/REPORT W/ATTACHMENTSITEM NO15
PLANNING AND ZONING BOARD MEETING OF March 27. 1989
STAFF REPORT
PROJECT: Gateway at Harmony Road P.U.D., Filing One - Final, #1-88C
APPLICANT: Paul Heffron
c/o Gefroh/Hattman Inc.
145 W. Swallow Road
Fort Collins, CO. 80525
OWNER: Paul Heffron
1221 Pearl Street
Boulder, CO. 80302
PROJECT PLANNER: Joe Frank
PROJECT DESCRIPTION: A request for final PUD and subdivision plat
approval for a gasoline service station (Amoco) on .8645 acres, located on the
southwest corner of the intersection of College Avenue and Kensington Drive,
zoned HB, Highway Business District.
RECOMMENDATION: Approval.
EXECUTIVE SUMMARY: On February 27, 1989, the Planning and Zoning
Board approved the preliminary PUD with certain conditions. The final PUD
plan is in substantial compliance with the approved preliminary plan and
satisfies the conditions for approval.
DEVELOPMENT 300 LaPorte Ave. • P.O. Box 580 • Fort Collins, Colorado 80522 • (303) 221-6750
SERVICES, PLANNING DEPARTMENT
Gateway at Harmony Road PU, Filing One - Final - #1-88C
March 27, 1989 P&Z Meeting
Page 2
COMMENTS:
1. Background:
The surrounding zoning and land uses are as follows:
N: HB; undeveloped (proposed retail/service uses in the Auto Avenue Mall
P.U.D.)
S: HB; undeveloped (proposed restaurant uses in the rest of the Gateway at
Harmony Road P.U.D.)
E: HB; undeveloped
W: HB; undeveloped (proposed retail uses in the rest of the Gateway at
Harmony Road P.U.D.)
On February 27, 1989, the Planning and Zoning Board approved the
preliminary P.U.D. plan of the Gateway at Harmony Road with certain
conditions (see below).
2. Land Use
The proposed land use consists of a 1200 sq. ft. retail sales building with six
gas pump stations and accessory car wash. The land use is consistent with the
approved preliminary plan.
3. Design
Generous landscape setbacks are provided along both College Avenue and
Kensington Drive street frontages. Setbacks range between twenty and forty
feet in width. Street trees, 3 foot high landscape berming, and shrubbery
combine to provide low level buffering and visual variety along the public
streets. Landscaped parking islands have been provided interior to the site.
Approximately 30% of the entire site is in landscaped area.
The exterior materials of the gasoline service buildings will match other
buildings on the property. The buildings will be gray brick and charcoal
accented with colored aluminum door and window frames. Glass will be clear
or tinted bronze. The roofs will be flat. Trash enclosures and ground
mounted signage will also utilize gray brick.
The metal gasoline canopy fascia will be black in color. This same fascia will
also be utilized on the retail building and car wash. The columns will be brick
to match the retail and car wash structures.
4. Conditions for Approval
At their February 27, 1989 meeting, the Planning and Zoning Board approved
the preliminary plan of the Gateway at Harmony Road P.U.D. with certain
Gateway at Harmony Road PU, Filing One - Final - #1-88C
March 27, 1989 P&Z Meeting
Page 3
conditions. Attached is a memorandum from the applicants responding to each
of these concerns. The conditions for approval are as follow:
a. That the signage be more in compliance with the level of signage that was
approved on the proiects in the vicinity of Shields and Drake Road.
Staff Response: The proposed signage has been revised to bring it into
substantial compliance with the approved signage of the Raintree Commercial
P.U.D., tract H, Phase 2 and the C.A.T. Support Services P.U.D. in terms of size
and number of signs.
b. That the applicants provide more information on the impact of storm water
quality and volume of storm water that will be released into Mail Creek.
Staff Response: The applicants have responded with more information on
the water quality and volume impacts on Mail Creek. Also attached is a copy
of the final drainage report. The proposed storm water design is in
compliance with City Codes and requirements.
c. That the access language as recommended by the Assistant City Attorney be
a condition for approval regarding reauired State and City approval of medians
in College Avenue and the right turn -in -only access point.
Staff Response: The following wording has been noted on the final site
plan and is legally sufficient to address the concerns of the Board and Staff
regarding the South College Avenue Access Plan, installation of medians in
College Avenue, and the approval of the right turn -in -only access point:
"If prior to the request for the first building permit, a South College
Avenue Access Plan is established by the City and the State that includes the
installation of raised medians, then the developer shall install all raised
medians as shown on the P.U.D. plan and shall obtain the State's approval of
the median installation and the accesses as shown on the P.U.D. plan. The
P.U.D. plans shall address to the satisfaction of the State and City all street
and traffic requirements which are necessary to off -set the impacts of the
proposal. If, however, prior to the request for issuance of the first building
permit, no South College Avenue Access Plan is agreed upon by the City and
the State or a Plan is agreed upon that does not include the installation of
raised medians, then, this P.U.D. is approved on condition that the developer
obtain the approval of the State Highway Department and meets the
requirements of the State and City regarding street and traffic improvements
which are necessary to off -set the impacts of the proposal."
d That the applicants provide more information and Justification of the roof
lighting of the McDonalds restaurant. And, that the applicants provide
additional information on the intensity of lighting and downward orientation
of lighting of the gas station.
Staff response: The applicants have responded with additional
information on the lighting of the project.
Gateway at Harmony Road PU, Filing One - Final - #1-88C
March 27, 1989 P&Z Meeting
Page 4
RECOMMENDATION:
The final
plan is in substantial compliance with the
approved preliminary
plans. The
conditions for
approval have been satisfied.
All applicable criteria
of the Land
Development
Guidance System have been
met. Therefore, staff
recommends
approval of
the final P.U.D. plan and subdivision plat of the
Gateway at
Harmony Road
P.U.D., Filing One.
�� 2:
Planning Owner
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PUD FINAL 1st FILING
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prel iminary
GEFWM NATMAN INC. aiKHrtfCi9/ gY]][pg/ C M.
Dlt �. 19P1S
The Richmond Series maximizes on efficiency with symmetrical distribution which provides
excellent lighting pattern uniformity.
PHOTOMETRIC DATA
40OW Super Metal Halide
(Symmetrical Distribution)
2MH 1MH O 1MH 2MH
3MH
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LUMEN RATING 40,000
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AMOCO
=111116IM11112
4201 MAt_SBARY RD. 6 P.O. BOX 42728 0 CINCINNATI, (' 45242 9 TELEX 62838369 * FAX 513-793-0147 9 (513) 793-3200
0 PiWometric Data
STARB
STL-1000SMV
SINGLE
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SER1 LARGE
1000W SUPER METAL HALIDE
TWIN 1800
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Mounting
Configuration
Foot Candle Values For The Following Curves
Height
A
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20.40 4w;q 0.20 4.00.�bk-
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28,
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10.20
5.10
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320
1.60
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1il in9 systems inn.
4201 Malsbary Rd. * P.O. Box 42728 e Cincinnati, OH 45242
Telex 9103802584 (513) 793-3200
STL-1
The Viking Model VI
A high intensity lurninaire
Designed for large area coverage
The Viking, with its full spectrum parabolic reflector and
vertical lamp is the ultimate in large area lighting.
MON
McDONALD'S CORPORATION
-The Viking _
The newest and most versatile fixture in the Beacon TECHNICAL DATA: O.A. Size 18" H x 24" W x
line, the Viking offers unmatched light patterns and 13" DEEP (with optional
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reflector of anodized aluminum and varied light
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requirement. formed, welded and weather
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The Viking is a compact and attractive fixture with many
innovative features such as a hinged ballast compart-
REFLECTOR:
FULL SPECTRUM
ment with a holding device for easy maintenance, a
PARABOLIC of satin finish -
tempered glass lens fully hinged, an optional visor at
ed anodized aluminum.
no additional cost and each fixture has its own integral
mounting adaptor with adjustments from 150 to 30°
LENS:
Clear impact resistant 3/16"
either up or down from horizontal. There is no costly
tempered glass in a hinged
mounting hardware to buy.
and captive frame.
The Viking is fabricated of heavy gauge die formed
GASKETING:
Closed cell neoprene rubber
aluminum and is fully gasketed to make it both water-
around lens opening and
tight and vapor proof. Oven baked acrylic enamel over
ballast compartment making
a government spec primer insures maximum adhesion
the fixture vapor proof and
and pigment stability.
moisture proof.
The Viking may be purchased in Mercury Vapor, Metal
SOCKET:
Glazed porcelain mogul
Halide or High Pressure Sodium in all wattages up to
socket with spring loaded
1000 watts.
nickel -plated center contact
mounted in the vertical posi-
This fixture is ideal for large area lighting, tennis courts,
tion for maximum lamp
automobile dealerships and many other uses where the
lumens.
greatest amount of light is needed at an economical
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BALLAST:
Outdoor type high power
factor rated to start at -20
Recommended for use with the Beacon BSP or ESBSP
F (-28 C).
pole at heights of 18' to 30' or adapted to your existing
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FINISH:
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standard semi -gloss black.
/ Beacon Illumination Inc
104 Sylvania Play Plainfield. N 07080 (201) 753.9500
B&CON "VIKING" LUMINAIRS
LUMINAIRE
4'' OR 5" STEEL OR
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HAND HOLE
WITH COVER
to
N
HOT ROLLED STEEL
BASE PLATE
M STEEL FORM BASE TO
BE FILLED WITH
CONCRETE
/GRADE
1
BASE -POLE -FIXTURE
ASSEMBLY
ALUMINUM HOUSING
3/16'' TEMPERED
GLASS
HINGED
LENS FRAME
0
0
HINGED
BALLAST
o
COMPARTMENT
ADJUSTABLE
ALUMINUM
BRACKET
3' x 3'
TUBING FOR 2'' TENON
FOR ALUMINUM POLE
' - LIGHT POLE O Tol
SASE PLATE
1
11 ANCHOR BOLTS (4) G
— ELECTRICAL CONDUIT
o i POURED CONCRETE
„ 1
BEACON 14 GAUGE BASE
!114 a. C.
'1 �' �'14w �GRADE 8" For 4" Alum. Pole
~ 1
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111,
1It
1
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REINFORCED ROD
a 2 1 �
CAST IN PLACE
CONC. (3500 P.S.I.)
/— UNDERGROUND CONDUIT
11
1
1 it 1�
1
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ELEVATION
LIGHT POLE BASE DETAIL
FOR STEEL POLE
Beacon Illumination, Inc: 104 Sylvai ace South Plainfield, N.J. 07080 • (201) 753-9500
L
I
March 23, 1989
Mr. Joe Frank
City of Fort Collins
Planning & Development
Box 580 '
Fort Collins, CO 80522
RE: GATEWAY @ HARMONY ROAD P.U.D.
FILING ONE
Dear Joe:
GEFROH HATTMAN INC.
ARCHITECTS/PLANNERS
CONSTRUCTION MANAGEMENT
135 West Swallow Road
Fort Collins, CO 80525
(303) 223-7335
The following remarks are in response to the conditions placed on the
final P.U.D. by the Board that were not addressed by your comments.
ITEM ONE: SIGNAGE
A. Main ground sign has been modified and has been scaled down to the
size of sign found on the AMOCO site at Shields and Drake. Refer-
ence plan.
B. Canopy signage has been limited to "two", one facing East and one
facing North.
C. Food shop sign has been reduced to "two", one facing East and one
facing North.
D. Car wash has one sign reduced in length.
E. The color bands on the car wash canopy and fascia beyond the illum-
inated portion of the sign have been eliminated.
F. All the illuminated portions of the signs have been reduced to total
lengths of 12',,70". This sign package has been designed to be a low
key informational approach to signage on such a major arterial as
South College. South College Avenue is unique within the City, be-
ing a major Federal and State highway, because it carries a high
percentage of out-of-town drivers unfamiliar with Fort Collins. In
addition College Avenue has the highest posted speed limit of a
street in town. In order to maintain safe operation of this street
proper signage must be provided for those looking for services so
they can make their decision without interfering with other traffic.
The full range of services must receive signage for the traveler and
because the site design has positioned the buildings in such a man-
ner as to shadow each other to reduce the impact of building massing
on site. The signage serves to let the customer know that both
buildings are part of the same operation.
Mr. Joe Frank
GATEWAY @ HARMONY ROAD P.U.D. FILING ONE
March 23, 1989
Page 2
ITEM TWO: WATER VOLUME AND QUALITY
A. Peak flow rate from the site will not change as flow will be re-
leased at -the historic rate and as required by the City's basin stu-_`
B. The duration of the peak flow rate will vary as to the magnitude of
the storm. The total detention storage capacity will contain water
for a 100-year storm. Release times from the ponds will elongate the
release time frame.
C. The quality of the water released from the site is to be controlled
by several means. The water will flow from the surface to catch
basins and underground conduit. The catch basins restrict the flow
into the conduit of objects larger than 11" in diameter. The conduit
being subterranean prevents foreign objects from flowing into the
basin. Policing of the property by the proprietary on a daily basis
as required by his contract with AMOCO reduces the possibility of for-
eign objects flowing into the system. In addition the Developer has
agreed that he will work with the Storm Drainage Department on a
pilot project to control and monitor water quality that flows from the
site. This system will be a chambered manhole which will collect sed-
iment, greases, and oils and prevent them from flowing down stream.
ITEM THREE: ACCESS PERMIT REQUIREMENTS
A. The language as stated by the City Attorney regarding access permits,
access plans, and procedures has been added to the site plan as a
part of the development requirements.
ITEM FOUR: LIGHTING
A. The intensity of site lighting and canopy lighting, the direction-
ality and dispersement pattern of the lighting originating from this
site is detailed on the print submitted to Planning. This informa-
tion that has been submitted indicates that light levels fall off
drastically behind the light pole at the site perimeter. At four
feet behind the post, light levels reflect two foot candles. At the
curb, light from the site is not measurable. The light sources for
pole lights run all directions and shielded from view. The canopy
lights are flush with the underside of the canopy. The lense does
not extend down below.
Staff asked that brick columns be added to the canopy columns. We have
two problems with this request. First on a functional level. The canopy
is designed with a sway factor that allows the structure to give but not
fail in high wind situations. Because of the large sail area found on a
canopy, it is difficult to design the structure rigid enought to meet
the tolerances required to support brick. There is no opportunity to
properly brace the columns as you can on a building with solid walls.
In the winds typically found on the front range, brick will start to
crack at the mortar joints and soon fall. This is too great of a safety
hazzard for the public.
I
1
Mr. Joe Frank
GATEWAY @ HARMONY ROAD P.U.D. FILING ONE
March 23, 1989
Page 3
Second, in an aesthetic factor the brick is subject to damage by the use
which in time will be unsightly. You can repaint the steel column to
look good but•with brick, major repairs would be in order. In addition.
brick being more massive will call more attention to the structure while
it is our intent to understate the importance of the columns. Due to these
factors we think it is impractical to provide brick columns on the canopy
design.
We submit this additional information to aid you in your review of the
project and will provide any additional information that you may require
to complete your review.
Sincerely yours,
Vice President
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FINAL DRAINAGE REPORT
THE GATEWAY TO HARMONY ROAD P.U.D.
PREPARED BY
STEWART & ASSOCIATES. INC.
FEBRUARY 8. 1989
FINAL DRAINAGE REPORT
- THE GATEWAY TO HARMONY ROAD P.U.D.
SITE LOCATION: The site, originally known as Harmony P.U.D., is now
The Gateway at Harmony Road, P.U.D. The site is located at the Northwest
corner of the intersection of South College Avenue and West Harmony Road.
The site is bordered on the North by Kensington Drive, on the South by
Harmony Road, on the West by South Mason Street, and on the East by South
College Avenue. It is situate in the Southeast oof Section 35, Township
7 North, Range 69 West of the Sixth P.M., City of Fort Collins, County
of Larimer, State of Colorado.
EXISTING CONDITIONS: The site has a gross area of 5.45 acres and a net
area of 4.43 acres. Filings I and II of The Gateway at Harmony Road
P.U.D. are 2.6 acres of this total site. All of the streets around the
site have been constructed. Revisions to College Avenue will be required
to allow for a continuous right -turn lane. The existing topography slopes
from Northwest to Southeast at approximately 1.8% grade. There is no
offsite runoff entering the site. The 42" Mason Street Interceptor line
storm drain is located along the East side of this site. At present,
the site is covered with native grasses. There are three large cottonwood
trees along the East side of the site.
DESIGN: It is our proposal to detain the 100 year runoff on site in
the proposed parking areas. There are seven ponding areas with a total
capacity of 41,050 cubic feet. This exceeds the required capacity of
40,900 cubic feet as determined by the mass diagram shown on sheet one
of the calculation sheets. The average depth of the ponds will be 1.3
feet when at capacity. The outlet for the ponds will be into the 42
inch Mason Street Interceptor line. The approved amount of runoff into
this line is 0.5 c.f.s. per acre. The total runoff allowed from this
site is 2.73 c.f.s.
There are to be three points of release into the interceptor
line. The release rates at these points were determined by the size
of the ponds. At manhole 1 the release rate is 0.25 c.f.s.; at manhole
2 the release rate is 1.35 c.f.s.; and at manhole 4 the release rate
is 1.14 c.f.s. Each pond will have a restriction plate placed over the
outlet pipe to control the rate of release. The sizing of the outlet
plates is shown on sheets 3 and 4 of the calculations.
CONSTRUCTED: When this project is constructed as designed, it will meet
the City of Fort Collins Specifications.
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Franklin D. Blake, P.E. & L.S.
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,James H. Stewart & Associates, Inc. 214 N. Howes St. Ft. Collins, CO 80521 (303) 432-9331
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