Loading...
HomeMy WebLinkAbout2018-10-15-K16 Culvers_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: October 15, 2018 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Culver’s (455 E. Hickman Road) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: Culver’s of Urbandale, requests approval of a site plan to allow for the construction of a single-story Culver’s restaurant. The proposed building is 4,100 square feet in area. A drive-thru window is proposed on the east side of the building. An outdoor seating area is proposed on the southwest side of the building. The site plan also identifies a sidewalk connection to the Raccoon River Valley Trail. The subject property is located north of Hickman Road and west of NE Westgate Drive. The applicant has provided elevations for the proposed building on the site, which meets the intent of the architectural guidelines within the Site Development and Building Standards Ordinance. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this project at the October 9, 2018 Commission Meeting and recommended approval subject to remaining staff comments: Approval of a Site Plan for Culver’s (455 E. Hickman Road) City Planner, Andy Kass, introduced the request for approval of a Site Plan for a restaurant as made by the applicant, Culver’s of Urbandale. The property is located north of Hickman Road and west of NE Westgate Drive, containing approximately 1.35 acres. Mr. Kass advised that the project would include construction of a one-story restaurant 4,100 square feet in area with a drive thru and outdoor seating. Access to the project would be off of the private street NE Venture Drive, and a pedestrian connection to the Raccoon River Valley Trail along Hickman Road on the south of the development. All public utilities are available to be extended to the development, and storm water will be detained in the northeast corner of the site in a pond that is to be owned and maintained by the property owner. All parking, landscape, and open space requirements have been met at this time, however the applicant is still working with City Staff to bring the Photometric Plan into conformance with the site plan ordinance. Staff recommends approval of the site plan for Culver’s subject to remaining staff comments. K16  Commissioner Tietz questioned if the detention pond would serve the other lots in the development. Mr. Kass advised that this pond was just for this development, all other lots will need to provide their own detention.  Commissioner Broderick questioned if the landscaping at the exit point of the drive thru would be blocking the view of those exiting. Mr. Kass advised that, generally, the landscaping in this area would be over story trees, but that he would make sure it wasn’t landscaping that would cause a hazard. Commissioner Sandie moved to approve the Site Plan for Culvers (455 E. Hickman Road) subject to any remaining staff comments. Commissioner Streit seconded the motion. Ayes: Sandie, Streit, Tietz, Broderick, and Hoifeldt. Nays: None. Motion Carries. STAFF REVIEW AND COMMENT: The site plan and building elevations comply with all applicable ordinances and policies. RECOMMENDATION: Approve the resolution. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan & Elevations PREPARED BY: Andy Kass, Senior Planner REVIEWED BY: THE CITY OF WAUKEE, IOWA RESOLUTION 18- APPROVING THE SITE PLAN FOR CULVER’S (455 E. HICKMAN ROAD) 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 recommended approval of the Site Plan for Culver’s, subject to remaining staff comments on October 9, 2018; AND, WHEREAS, the Site Plan for Culver’s is in general conformance with §304 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Culver’s is in general conformance with §301.27(A) – Landscaping and Open Space Ordinance of the Waukee Municipal Code; AND, NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this 15th day of October, 2018 that the Site Plan for Culver’s is 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: Culver’s – Site Plan PREPARED BY: Andy Kass, AICP – Senior Planner REPORT DATE: October 5, 2018 MEETING DATE: October 9, 2018 GENERAL INFORMATION Applicant / Owner: Culvers of Urbandale Engineer: Jeff Gaddis, P.L.S. with Civil Engineering Consultants Request: The applicant is requesting approval of a site plan for a Culver’s restaurant Location and Size: Property is located north of Hickman Road and west of NE Westgate Drive, containing approximately 1.35 acres. Property Address: 455 E. Hickman Road AREA MAP ABOVE: Aerial of subject property (outlined in BLUE) in relation to the surrounding area. 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 proposed project is located within the Fridley Palms development that is associated with the Palms Theatre that is currently under construction. The subject property is also being replatted to slightly smaller lot than the current lot area in the related preliminary plat and final plat requests for Fridley Palms Plat 2. The lot is located north of Hickman Road and west of NE Westgate Drive. PROJECT DESCRIPTION The site plan identifies the construction of a 4,100 square foot Culver’s restaurant. The proposed building is one story with an overall height of 23-feet. A drive-thru window is proposed on the west side of the building facing NE Westgate Drive. An outdoor seating area is included on the southwest side of the building. Menu boards and ordering station will be located on the south side of the building. In addition to the proposed building the site plan identifies the proposed trash enclosure on the north side of the building. ACCESS AND PARKING Access to the property will be provided on the north side of the site off of NE Venture Drive. Pedestrian access is provided on the south side with a connection to the Raccoon River Valley Trail along Hickman Road and on the north side from NE Venture Drive. A total of 62 parking spaces are required for the site and the site plan identifies a total of 62 parking spaces. SIDEWALKS/TRAILS A 5-foot-wide sidewalk will be constructed along the north side of NE Venture Drive as part of the improvements to the site. An 8-foot wide trail will be constructed along the east side of the site as part of the overall improvements associated with the Palms Theatre. UTILITIES Utilities exist in the area around the lot and minor extensions will be required to provide sanitary sewer to the lot. Water service is already available. Storm water detention will be provided in the northeast corner of the site. The pond will be owned and maintained by the property owner. October 5, 2018 3 of 3 LANDSCAPING & OPEN SPACE A minimum of 20% of the project area is required to be open space. The total amount of open space proposed is 34.18%. The plantings shown on the landscape plan meet the minimum requirements of the Landscape & Open Space Ordinance. No landscape buffers are required. ELEVATIONS The building is proposed to include glazing, cultured stone, fiber cement paneling, steel awnings, and EIFS. The trash enclosure will incorporate the same stone that is proposed on the building. Proposed elevations are attached for your review. The proposed materials and elevations meet the requirements of the Site Plan Ordinance. PHOTOMETRIC PLAN The site plan includes a photometric plan for the proposed site lighting. Minor adjustments to the photometric plan are required and staff is working with the applicant to address the remaining comments related to the lighting plan. STAFF RECOMMENDATION Staff recommends approval of the site plan for Culver’s subject to remaining staff comments. THIS 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 2 6 7 4 2 3 Drop curb height: 0" to 2"FIGURE 7030.101SHEET 1 OF 1Curb o p e ni n g Drivew ay wi dt h 18"12" 1'-0" mi n. Curb Driveway Sidewalk 'E' joint 'C' or 'E' joint 'B' joint 'C' joint 9 2 7Back of curb 1 R#5 x 36" reinforcing bar 1'-0" 1 2 3 4 5 6 7 8 9 10 10 10 5 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 Q:\E-FILES\E-8000\E8017\_C3D Drawings\Construction Documents\Site Plan\E8017 2 DETAILS.dwg, 10/4/2018 4:46:46 PM, jagaddis, 1:1 ∆ 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 NOPARKING∆ 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 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 2.0 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 1.1 1.5 1.9 2.5 3.3 3.8 3.6 3.7 3.3 2.3 1.5 2.3 2.3 2.0 1.5 1.0 0.4 0.4 0.4 0.4 0.5 0.7 2.1 3.2 2.6 2.9 2.2 1.5 1.7 1.9 1.7 1.4 1.0 2.0 3.0 3.6 3.2 2.2 1.5 1.5 1.6 1.5 1.2 1.0 1.3 1.7 2.4 3.0 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 2.1 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 6.2 3.7 3.5 3.3 3.0 2.2 2.1 2.1 2.1 1.8 1.4 0.9 1.5 1.3 1.2 1.5 2.0 2.7 2.9 2.5 2.0 1.9 1.6 1.7 1.8 1.8 2.3 2.8 2.6 2.0 1.4 0.9 1.1 1.3 1.8 2.6 3.1 2.2 1.6 1.4 1.2 1.2 1.4 1.6 2.2 3.1 2.7 0.3 0.3 0.3 0.3 0.3 7.5 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 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.10.10.10.10.20.20.30.30.40.40.50.50.50.50.40.30.30.20.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.4 0.4 0.4 0.3 0.1 0.1 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 0.0 0.0 0.0 0.00.00.00.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 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 Q:\E-FILES\E-8000\E8017\_C3D Drawings\Construction Documents\Site Plan\E8017 6 lighting.dwg, 10/4/2018 4:56:10 PM, jagaddis, 1:1 THIS SITE · · · · · · · · · · · · ·Q:\E-FILES\E-8000\E8017\_C3D Drawings\Construction Documents\Site Plan\E8017 3 GRADING.dwg, 10/4/2018 4:57:59 PM, jagaddis, 1:1 NOPARKINGQ:\E-FILES\E-8000\E8017\_C3D Drawings\Construction Documents\Site Plan\E8017 3 GRADING.dwg, 10/4/2018 4:58:02 PM, jagaddis, 1:1 NW PERSPECTIVE SW PERSPECTIVE SE PERSPECTIVE