HomeMy WebLinkAbout2018-10-15-K13 Fridley Palms Plat 2_Prelim Plat AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: October 15, 2018
AGENDA ITEM: Consideration of approval of a resolution approving preliminary plat for
Fridley Palms Plat 2
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: Fridley Properties, LLC, is requesting approval of a
preliminary plat for an approximately 1.35-acre subdivision located north
of Hickman Road and west of NE Westgate Drive. The proposed
preliminary plat includes a total of one (1) lot for the development of a
Culver’s restaurant. Lot 1 is proposed to be 1.35-acres in area and is a
replat of Lot 2 of Fridley Palms Plat 1. The remaining portion of the
existing Lot 2 will be replatted when the property develops in the future.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning
Commission reviewed the request at their meeting on October 9,
2018 and recommended approval:
Approval of a Preliminary Plat for Fridley Palms Plat 2
City Planner, Andy Kass, introduced the requests for approval of a Preliminary plat and Final
Plat, as requested by the applicants Fridley Properties, LLC, and Culver’s of Urbandale. The
subject property is generally located north of Hickman Road and west of NE Westgate Drive,
containing approximately 1.35 acres.
Mr. Kass advised that late in 2017 Plat 1 for Fridley Palms indicated 3 lots along Hickman for
commercial development. The applicant does not need the full area of the subject property.
Therefore, the Plat 2 is to accommodate the smaller lot size and allow the additional land to be
used in future development. With the change, minor utility work needs to be completed in order
to relocate a manhole for the sanitary sewer connections.
Commissioner Broderick moved to approve a preliminary plat for Fridley Palms Plat 2 subject to
any remaining staff comments. Commissioner Hoifeldt seconded the motion. Ayes: Sandie,
Streit, Tietz, Broderick, and Hoifeldt. Nays: None. Motion Carries.
K13
STAFF REVIEW AND COMMENT: Staff’s position is that the proposed preliminary plat
meets the intent and the requirements of the C-1B Zoning District, the
Subdivision Ordinance, and the Comprehensive Plan.
RECOMMENDATION: Staff recommends approval of the Preliminary Plat for Fridley Palms
Plat 2.
ATTACHMENTS: I. Resolution
II. Staff Report
III. Preliminary Plat/Site Plan
PREPARED BY: Andy Kass, Senior Planner
REVIEWED BY:
PUBLIC NOTICE INFORMATION –
NAME OF PUBLICATION:
DATE OF PUBLICATION:
THE CITY OF WAUKEE, IOWA
RESOLUTION 18-
APPROVING THE FRIDLEY PALMS PLAT 2 PRELIMINARY PLAT
IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA
WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal
Organization; AND,
WHEREAS, the City of Waukee Planning and Zoning Commission reviewed and recommended
approval of a Preliminary Plat for Fridley Palms Plat 2 on October 9, 2018, subject to remaining
staff comments; AND,
WHEREAS, the Preliminary Plat for Fridley Palms Plat 2 is in general conformance with
section §303 - Land Subdivision Ordinance of the Waukee Municipal Code.
NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on
this the 15th day of October, 2018, that the Preliminary Plat for Fridley Palms Plat 2 be approved.
____________________________
William F. Peard, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Anna Bergman
R. Charles Bottenberg
Courtney Clarke
Shelly Hughes
Larry R. Lyon
PLANNING AND ZONING COMMISSION STAFF REPORT
PROJECT: Fridley Palms Plat 2 – Preliminary Plat &
Final Plat
PREPARED BY: Andy Kass AICP, Senior Planner
REPORT DATE: October 9, 2018 MEETING DATE: October 15, 2018
GENERAL INFORMATION
Applicant: Culver’s of Urbandale
Owner: Fridley Properties, LLC
Owner’s Representative: Jeff Gaddis, P.L.S. with Civil Engineering Consultants
Request:The applicant is requesting approval of a preliminary
plat and final plat for an office development.
Location and Size:Property is generally located north of Hickman Road
and west of NE Westgate Drive containing
approximately 1.35 acres more or less.
AREA MAP
ABOVE:Aerial of Property identifying the proposed plat (outlined in BLUE).
October 5, 2018
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Vacant –
Undeveloped
Neighborhood
Residential
C-1B (Large Scale Commercial District)
/ PD-1 (Planner Development Overlay)
North Palms Theatre Neighborhood
Residential
C-1B (Large Scale Commercial District)
/ PD-1 (Planner Development Overlay)
South Burger King Neighborhood
Residential
C-1 (Community & Highway Service
Commercial District)
East Vacant –
Undeveloped
Neighborhood
Residential
C-1B (Large Scale Commercial District)
West Enterprise Business
Park
Neighborhood
Residential
C-1 (Community & Highway Service
Commercial District)
HISTORY
The subject property is located north of Hickman Road and west of NE Westgate Drive. The property was originally
platted as Lot 2 off Fridley Palms Plat 1 as a 1.88-acre lot. The property owner wished to replat Lot 2 in order to slightly
reduce it in size based on the size requirements for the buyer of the property.
PROJECT DESCRIPTION
LOTS
The preliminary plat and final plat identify one (1) lot to be platted at this time. Lot 1 is proposed to be 1.35-acres in
area which is a reduction of 0.53-acre from the current lot area. The proposed lot is intended to be developed for a
Culver’s restaurant. The remaining portion of Lot 2 of Fridley Palms Plat 1 will be replatted in the future as development
occurs.
Table 1: C-1B / PD-1 Zoning District Bulk Regulations
Category C-1B / PD-1 (minimum)
Lot Area No minimum
Lot Width No minimum
Front Yard Setback 50 feet
Rear Yard Setback 50 feet
Side Yard Setback No minimum
STREETS AND TRAIL
No streets are required to be constructed as part of the plat improvements. An 8-foot wide trail will be constructed
along the east side of Lot 1. A 5-foot wide sidewalk will be constructed on the north side of Lot 1 when it develops.
UTILITIES
Utilities exist to serve the property. A short extension of a sanitary service and relocation of a sanitary manhole will be
the only public improvements associated with this plat.
October 5, 2018
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Storm water detention for the development will be provided with the site plan for the Culver’s restaurant.
STAFF RECOMMENDATION
The proposed lot meets the minimum requirements of the Zoning Ordinance and the Planned Development. The
preliminary plat and final plat are in general conformance with the Subdivision Ordinance. Staff recommends approval
subject to remaining staff comments.
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SITE CECCivil Engineering Consultants, Inc.2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884 . Fax: 515.276.7084 . mail@ceclac.comQ:\E-FILES\E-8000\E8017\_C3D Drawings\Construction Documents\Site Plan\E8017 1 COVER.dwg, 10/4/2018 4:45:02 PM, jagaddis, 1:1
0" TO 6"CECCivil Engineering Consultants, Inc.2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884 . Fax: 515.276.7084 . mail@ceclac.comCONCRETE DRIVEWAY, TYPE A
Refer to
Detail B
Back of
curb
8
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9
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reinforcing
bar
1'-0"
1
2
3
4
5
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Driveway radius (R).
Residential: 10 foot minimum,15 foot
maximum.
Commercial and industrial: As
specified in the contract documents.
Transition the curb height to 0 inches at
end of taper/radius or at the front edge
of sidewalk. Do not extend raised curb
across sidewalk.
Pavement thickness.
Residential: 6 inches minimum.
Commercial and industrial: 7 inches
minimum.
Sidewalk thickness through driveway to
match thickness of driveway.
Center reinforcing bar vertically in the
pavement.
Match thickness of adjacent roadway,
8 inches minimum.
Provide 'E' joint at back of curb unless
'B' joint is specified.
For alleys, invert the pavement crown
2% toward center of alley.
Target cross slope of 1.5% with a
maximum cross slope of 2.0%. If
specified in the contract documents,
construct the sidewalk through the
driveway 5 feet wide to serve as a
passing space.
If cross slope of adjacent sidewalk panel
exceeds 2.0%, remove and replace to
transition from existing sidewalk to
sidewalk through driveway. If elevation
change requires a curb ramp, comply with
Figure 7030.205; verify need for
detectable warning panel with Engineer.
10-20-15
REVISION
2
7030.101
SHEET _1 of _1
DETAIL BTYPE A WITH RADII
TYPICAL SECTION
10-16-12
REVISION
NEW
7030.207
SHEET _1 of _1FIGURE 7030.207SHEET 1 OF 1CURB RAMP FOR
CLASS B OR C SIDEWALK
SERVICE & DELIVERY
SIDEWALK RAMP DETAIL
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LOT 1 CECCivil Engineering Consultants, Inc.2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884 . Fax: 515.276.7084 . mail@ceclac.comQ:\E-FILES\E-8000\E8017\_C3D Drawings\Construction Documents\Site Plan\E8017 2A DIMENSION PRELIM PLAT.dwg, 10/4/2018 4:47:23 PM, jagaddis, 1:1
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LOT 1
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·CECCivil Engineering Consultants, Inc.2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884 . Fax: 515.276.7084 . mail@ceclac.comQ:\E-FILES\E-8000\E8017\_C3D Drawings\Construction Documents\Site Plan\E8017 2 DIMENSION.dwg, 10/4/2018 4:47:26 PM, jagaddis, 1:1
NOPARKINGNOPARKINGCECCivil Engineering Consultants, Inc.2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884 . Fax: 515.276.7084 . mail@ceclac.comQ:\E-FILES\E-8000\E8017\_C3D Drawings\Construction Documents\Site Plan\E8017 3 GRADING.dwg, 10/4/2018 4:49:19 PM, jagaddis, 1:1
CECCivil Engineering Consultants, Inc.2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884 . Fax: 515.276.7084 . mail@ceclac.comQ:\E-FILES\E-8000\E8017\_C3D Drawings\Construction Documents\Site Plan\E8017 3 GRADING DETAIL.dwg, 10/4/2018 4:51:13 PM, jagaddis, 1:1
NOPARKINGCECCivil Engineering Consultants, Inc.2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884 . Fax: 515.276.7084 . mail@ceclac.comQ:\E-FILES\E-8000\E8017\_C3D Drawings\Construction Documents\Site Plan\E8017 4 UTILITY.dwg, 10/4/2018 4:53:38 PM, jagaddis, 1:1
NOPARKINGCECCivil Engineering Consultants, Inc.2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884 . Fax: 515.276.7084 . mail@ceclac.comQ:\E-FILES\E-8000\E8017\_C3D Drawings\Construction Documents\Site Plan\E8017 5 LANDSCAPING.dwg, 10/4/2018 4:55:09 PM, jagaddis, 1:1
NOPARKING1.0
1.0
1.1
2.3
2.4
2.4
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1.8
1.6
1.9
2.2
2.6
2.7
2.8
2.2
1.8
1.5
1.2
1.1
1.1
1.0
0.8
1.5
1.5
1.7
1.9
3.5
3.5
3.7
3.2
3.0
2.7
3.2
3.2
3.9
3.9
4.2
3.5
2.7
2.2
1.8
1.6
1.5
1.2
1.0
1.9
1.8
1.6
1.5
2.1
2.6
2.6
2.6
2.8
2.7
2.3
2.1
2.5
2.9
3.0
3.1
3.4
3.5
3.1
2.8
2.8
2.5
2.3
2.0
1.5
1.2
2.6
2.5
2.1
1.7
1.3
1.1
1.3
1.4
1.4
1.5
1.6
1.7
1.6
1.4
1.7
1.8
1.8
2.0
2.3
2.6
2.9
3.1
3.5
3.4
3.3
2.7
1.9
1.4
2.9
2.7
2.1
1.6
1.1
0.7
0.7
0.6
0.6
0.6
0.7
0.8
0.8
0.8
0.9
0.8
0.9
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1.5
1.9
2.5
3.3
3.8
3.6
3.7
3.3
2.3
1.5
2.3
2.3
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1.0
0.4
0.4
0.4
0.4
0.5
0.7
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3.2
2.6
2.9
2.2
1.5
1.7
1.9
1.7
1.4
1.0
2.0
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3.6
3.2
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1.5
1.5
1.6
1.5
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1.3
1.3
1.2
1.1
1.4
1.2
1.4
1.8
2.1
1.3
1.4
1.3
1.2
1.7
1.0
1.2
1.4
1.5
1.5
1.7
1.6
1.4
2.1
0.8
1.0
1.1
1.1
1.9
2.1
1.9
1.6
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0.8
0.9
1.0
0.9
2.6
2.6
2.1
1.7
1.9
1.2
1.2
1.1
0.9
2.9
2.7
2.1
1.7
1.5
2.0
1.6
1.6
1.5
1.2
0.9
2.2
2.3
2.0
1.7
1.4
1.3
1.9
2.5
3.2
3.7
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3.7
3.5
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1.8
1.4
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1.5
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1.2
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1.6
1.7
1.8
1.8
2.3
2.8
2.6
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1.4
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1.3
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1.6
1.4
1.2
1.2
1.4
1.6
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0.3
0.3
0.3
0.3
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0.1
0.2
0.3
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.4
0.4
0.3
0.2
0.2
0.2
0.2
0.3
0.3
0.4
0.4
0.5
0.4
0.4
0.3
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
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0.4
0.4
0.4
0.4
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0.2
0.2
0.1
0.1
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0.10.10.10.10.10.20.20.20.20.20.20.20.10.10.10.10.10.10.10.10.10.10.10.20.20.20.20.20.20.10.10.10.10.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
0.0
0.00.00.00.00.00.00.00.0
0.0
0.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.00.00.0 0.00.00.0
0.0
0.60.60.60.60.60.60.60.60.60.60.60.60.6
OB @ 23'OB @ 23'OB @ 23'
OC @ 23'
OC @ 23'
P @ 12'
P @ 12'S @ 10'S @ 10'
S @ 10'
S @ 10'
S @ 10'
S @ 10'
S @ 10'
S @ 10'
S @ 10'
S @ 10'
OA @ 23'
M @ 15'
M @ 15'
M @ 15'
M @ 15'
M @ 15'
M @ 15'
M @ 15'
M @ 15'
M @ 15'
M @ 15'
M @ 15'
M @ 15'
M @ 15'
N @ 11'
N @ 11'N @ 11'
N @ 11'
N @ 11'OB @ 23'Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
PARKING LOT 1.9 fc 7.5 fc 0.3 fc 25.0:1 6.3:1
PROPERTY LINE 0.2 fc 0.6 fc 0.0 fc N/A N/A
Schedule
Symbol Label Quantity Manufacturer Catalog Number Lamp Lumens Per Lamp Wattage
OB
4 Lithonia Lighting DSX1 LED LED 9552 102
OC
2 Lithonia Lighting DSX1 LED LED 10309 102
M
15 RAB LIGHTING, INC.GNLED26NSTW/FLOOD
REF/FROSTED LENS
LED 1603 28.9
N
5 Lithonia Lighting LDN6 40/15 LO6AR LS LED 1646 20.48
P 2 RAB LIGHTING INC.SLIM18N LED 2564 21.1
S
10 Lithonia Lighting OLLWU LED 491 14.3
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