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HomeMy WebLinkAbout2019-05-20-J04 Graham Collision Center - Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: May 20, 2019 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Graham Collision Center (355 SE Alice’s Road) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: JRC Investments, LLC and Edge Commercial request approval of a site plan to allow for the construction of Graham Collision Center body shop. The site plan identifies the proposed building as being approximately 14,820 square feet in area. The subject property is located south of SE Laurel Street and east of SE Alice’s Road. The applicant has provided elevations for the proposed building on the site, which meets the intent of the architectural guidelines within the Site Plan Ordinance. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this project at the May 14, 2019 Commission Meeting and recommended approval subject to remaining staff comments: Approval of a Site Plan for Graham Collision Center (355 SE Alice’s Road) City Planner, Melissa DeBoer introduced the request for approval of a site plan as submitted by the applicant, Edge Commercial, for a multi- tenant commercial building. The subject property is located south of SE Laurel Street and east of SE Alice’s Road, containing approximately 1.62 acres. Mrs. DeBoer explained that the project involves the construction of a one-story, multi-tenant building that is proposed to be approximately 14,820 square feet in area. The primary use of the building is intended for a Graham Collision Center body shop with two additional tenant spaces. A trash enclosure is shown to the southeast of the building and a monument sign is shown to be located at the west corner of the site. All public utilities are available to the site and a sand/ oil separator will be installed with the project for the planned floor drains. Storm water detention for the project is intended to be managed on the east side of the site within a dry bottom detention basin. Mrs. DeBoer advised the access for the site will be off of SE Laurel Street. A five foot wide sidewalk will be constructed on the south side of the site. All parking, landscape and open space requirements have been met. At this time staff would recommend approval of the site plan for Graham Collision Center (355 SE Alice’s Road) subject to any remaining staff comments. J4 Commissioner Hoifeldt questioned where the storage of current customer vehicles will be located. A representative for the applicant, Brad Kuehl advised the damaged vehicles that were currently being worked on would be located on the east side, or the back of the building. Commissioner Hoifeldt stated a concern having a bunch of damaged vehicles in one location, but advised that he wasn’t making a recommendation to instill a requirement on the applicant that has not been imposed upon someone else. Commissioner Hoifeldt moved to approve a site plan for Graham Collision Center (355 SE Alice’s Road) subject to any remaining staff comments. The motion was seconded by commissioner Koshy. Ayes: Streit, Broderick, Hoifeldt, and Koshy. Nays: None. Motion Carries. STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan subject to remaining staff comments. RECOMMENDATION: Approve the resolution. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan & Elevations PREPARED BY: Melissa DeBoer, Planner II REVIEWED BY: THE CITY OF WAUKEE, IOWA RESOLUTION 19- APPROVING THE SITE PLAN FOR GRAHAM COLLISION CENTER (355 SE ALICE’S 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 Graham Collision Center, subject to remaining staff comments on May 14, 2019; AND, WHEREAS, the Site Plan for Graham Collision Center is in general conformance with §304 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Graham Collision Center 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 20th day of May, 2019 that the Site Plan for Graham Collision Center 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: Graham Collision Center – Site Plan PREPARED BY: Andy Kass, AICP – Senior Planner REPORT DATE: May 10, 2019 MEETING DATE: May 14, 2019 GENERAL INFORMATION Applicant / Owner: JRC Investments, LLC (owner) & Edge Commercial (applicant) Engineer: Brad Kuehl, Civil Design Advantage Request: The applicant is requesting approval of a site plan for a commercial/office building. Location and Size: Property is located south of SE Laurel Street and east of SE Alice’s Road, containing approximately 1.62 acres. Property Address: 355 SE Alice’s Road AREA MAP ABOVE: Aerial of subject property (outlined in BLUE) in relation to the surrounding area. May 10, 2019 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant – Undeveloped Neighborhood Commercial M-1 (Light Industrial District) North Central Iowa Machine Neighborhood Commercial M-1 (Light Industrial District) South Multi-Tenant Retail Neighborhood Commercial M-1 (Light Industrial District) East Schlievert Plumbing Neighborhood Commercial M-1 (Light Industrial District) West Vacant – Undeveloped Neighborhood Commercial C-1 (Community & Highway Service Commercial District) / PD-1 (Planned Development Overlay) HISTORY The proposed project is located within Hickman West Industrial Park Plat 1 which was platted in 1993. The subject property is the last remaining undeveloped lot within Hickman West Industrial Park Plat 1. PROJECT DESCRIPTION The site plan identifies the construction of a 14,820 square foot building. The building has an overall height of 24-feet. The primary use of the building is intended for a Graham Collision Center body shop. The body shop will occupy approximately 11,500 square feet of the building. The remaining 3,200 square feet of the building will be divided between two additional tenant spaces. The trash enclosure is indicated on the southeast side of the site. A monument sign is proposed near the northwest corner of the site. ACCESS AND PARKING Access to the site will be provided on the north side of the property from SE Laurel Street. The proposed building requires a total of 33 parking spaces. The site plan identifies 63 parking spaces provided across the site. SIDEWALKS/TRAILS A 5-foot-wide sidewalk will be constructed on the south side of SE Laurel Street as part of this project. A 5- foot-wide sidewalk will be provided along the east side of SE Alice’s Road as part of the Alice’s Road Improvement Project that is currently underway. UTILITIES Sanitary sewer and water main services exist on-site. A sand/oil separator will be installed with the project for the planned floor drains within the building. Storm water detention for the project is intended to be managed on the east side of the site within a dry bottom detention basin. Storm water will ultimately be discharged to the existing storm sewer along SE Laurel Street and flow to the east. LANDSCAPING & OPEN SPACE A minimum of 15% of the project area is required to be open space. The total amount of open space proposed is 27%. The plantings shown on the landscape plan meet the minimum requirements of the Landscape & Open Space Ordinance. The entire site will be sodded when construction is complete. May 10, 2019 3 of 3 ELEVATIONS Colored building elevations are included for review. The building is proposed to be constructed with brick, fiber cement paneling, ribbed metal panels, aluminum storefront system, and glazing. Seven (7) overhead doors are shown on the building. None of the proposed overhead doors will face SE Alice’s Road. The trash enclosure is shown to be constructed with brick sides and metal doors. Staff believes the proposed elevations meet the architectural requirements of the Site Plan Ordinance. PHOTOMETRIC PLAN A photometric plan has been submitted for the site. The plan indicates that only parking lot lighting is proposed for the site. Staff is working with the applicant to address comments related to the photometric plan. These comments will need to be addressed prior to forwarding to the City Council for approval. STAFF RECOMMENDATION Staff recommends approval of the site plan for Graham Collision Center subject to remaining staff comments. 3405 SE CROSSROADS DR. SUITE G, GRIMES, IOWA 50111PH: (515) 369-4400 Fax: (515) 369-4410CIVIL DESIGN ADVANTAGEUTILITY WARNINGCONSTRUCTION SCHEDULEDEVELOPMENT SUMMARYSUBMITTAL DATESARCHITECTSURVEYORZONINGINDEX OF SHEETSVICINITY MAPGENERAL LEGENDENGINEERLEGAL DESCRIPTIONDATE OF SURVEYllllllBENCHMARKSwww.iowaonecall.com1-800-292-8989ONE CALLIOWAONE CALLKnow what'sbefore you dig.below.CallRGraham Collision CenterGraham Collision CenterSITE PLAN FOR:WAUKEE, IOWAGRAHAM COLLISION CENTER ALICE'S ROAD HICKMAN ROAD (HWY 6)NOTESDEVELOPERBULK REGULATIONSPROPERTY ADDRESSSE LAUREL STPROJECTWAUKEE, IOWAPRELIMINARY PHONE: (515) 369-4400 FAX: (515) 369-4410 3405 S.E. CROSSROADS DRIVE, SUITE G CIVIL DESIGN ADVANTAGE1903114GRAHAM COLLISION CENTER ENGINEER:TECH: REVISIONS DATE WAUKEE, IOWA7 GRIMES, IOWA 50111 FIRST SUBMITTAL TO CITY 3/26/19 355 SE ALICE'S ROAD SECOND SUBMITTAL TO CITY 4/12/19 THIRD SUBMITTAL TO CITY 4/29/19 FOURTH SUBMITTAL TO CITY 5/09/19 GENERAL NOTES2GENERAL NOTES AND DETAILSPRIVATE DRIVE CONNECTION DETAILDOWNSPOUT CONNECTION WITH WYE°SANITARY SEWER SERVICE RISERPCC FLUME DETAILDETENTION ORIFICE PLATE SE LAUREL STREETSE ALICE'S ROAD N90°00'00"W 249.39'S0°00'00"E 250.70'N90°00'00"W 283.56'N0°10'15"W 215.78'N44°54'42"E 49.32'3DIMENSION PLAN PHONE: (515) 369-4400 FAX: (515) 369-4410 3405 S.E. CROSSROADS DRIVE, SUITE G CIVIL DESIGN ADVANTAGE1903114GRAHAM COLLISION CENTER ENGINEER:TECH: REVISIONS DATE WAUKEE, IOWA7 GRIMES, IOWA 50111 FIRST SUBMITTAL TO CITY 3/26/19 355 SE ALICE'S ROAD SECOND SUBMITTAL TO CITY 4/12/19 THIRD SUBMITTAL TO CITY 4/29/19 FOURTH SUBMITTAL TO CITY 5/09/19PERPENDICULAR CURB RAMP @CLASS 'A' INTEGRAL CURBCLASS 'A' 6" CURB AND SIDEWALKGENERAL NOTESTYPICAL SIGN POST SE LAUREL STREETSE ALICE'S ROAD N90°00'00"W 249.39'S0°00'00"E 250.70'N90°00'00"W 283.56'N0°10'15"W 215.78'N44°54'42"E 49.32'F.F.E.=1047.004GRADING PLAN PHONE: (515) 369-4400 FAX: (515) 369-4410 3405 S.E. CROSSROADS DRIVE, SUITE G CIVIL DESIGN ADVANTAGE1903114GRAHAM COLLISION CENTER ENGINEER:TECH: REVISIONS DATE WAUKEE, IOWA7 GRIMES, IOWA 50111 FIRST SUBMITTAL TO CITY 3/26/19 355 SE ALICE'S ROAD SECOND SUBMITTAL TO CITY 4/12/19 THIRD SUBMITTAL TO CITY 4/29/19 FOURTH SUBMITTAL TO CITY 5/09/19GRADING NOTESSPOT ELEVATION REFERENCE DETAILINTEGRAL 6" STANDARD CURB12" SUBGRADE PREPARATIONGENERAL NOTESACCESSIBLE RAMP DETAIL SE LAUREL STREETSE ALICE'S ROAD N90°00'00"W 249.39'S0°00'00"E 250.70'N90°00'00"W 283.56'N0°10'15"W 215.78'N44°54'42"E 49.32'150'HYDRANTRADIUS150' HYD R A N T RADI U S150'HYDRANTRADIUS150'HYDRANTRADIUS150'HYDRANTRADIUS150'HYDRANTRADIUS150'HYDRANTRADIUS150'HYDRANTRADIUS150'HYDRANTRADIUS F.F.E.=1047.005UTILITY PLAN PHONE: (515) 369-4400 FAX: (515) 369-4410 3405 S.E. CROSSROADS DRIVE, SUITE G CIVIL DESIGN ADVANTAGE1903114GRAHAM COLLISION CENTER ENGINEER:TECH: REVISIONS DATE WAUKEE, IOWA7 GRIMES, IOWA 50111 FIRST SUBMITTAL TO CITY 3/26/19 355 SE ALICE'S ROAD SECOND SUBMITTAL TO CITY 4/12/19 THIRD SUBMITTAL TO CITY 4/29/19 FOURTH SUBMITTAL TO CITY 5/09/19UTILITY NOTESTYPICAL WATER SERVICE DETAILGENERAL NOTES SE LAUREL STREETSE ALICE'S ROAD N90°00'00"W 249.39'S0°00'00"E 250.70'N90°00'00"W 283.56'N0°10'15"W 215.78'N44°54'42"E 49.32'F.F.E.=1047.006LANDSCAPE PLAN PHONE: (515) 369-4400 FAX: (515) 369-4410 3405 S.E. CROSSROADS DRIVE, SUITE G CIVIL DESIGN ADVANTAGE1903114GRAHAM COLLISION CENTER ENGINEER:TECH: REVISIONS DATE WAUKEE, IOWA7 GRIMES, IOWA 50111 FIRST SUBMITTAL TO CITY 3/26/19 355 SE ALICE'S ROAD SECOND SUBMITTAL TO CITY 4/12/19 THIRD SUBMITTAL TO CITY 4/29/19 FOURTH SUBMITTAL TO CITY 5/09/19 GENERAL NOTESLANDSCAPE NOTESLANDSCAPE REQUIREMENTSPLANT SCHEDULEOVERSTORY TREESSHRUBSEVERGREEN TREES SE LAUREL STREETSE ALICE'S ROAD DW14'x14' OH DOOR14'x14' OH DOOR14'x14' OH DOOR14'x14' OH DOOR14'x14' OH DOORVALVE111OFFICE103OFFICE105OFFICE107MEN106WOMEN104UNI-SEX1028'-0"x11'-8"8'-0"x11'-8"8'-0"x11'-8"BREAK ROOM108PARTS109SUITE 200200SUITE 300300OFFICE12'x14' OH DOOR12'x14' OH DOOR109 SF243 SFWAITING101PAINTSHOP AREA110SALES COUNTERTEAR DOWN9,900 SF1,743 SF1,508 SF109 SF150'HYDRANTRADIUS150' HYD R A N T RADI U S 150'HYDRANTRADIUS150'HYDRANTRADIUS150'HYDRANTRADIUS150'HYDRANTRADIUS 150'HYDRANTRADIUS150'HYDRANTRADIUS150'HYDRANTRADIUS150'HYDRANTRADIUS150'HYDRANTRADIUS DA #1 E0.77 ACTSB #1RDA #1 W1.07 ACl l l l l l l l l l l l llllllllllll ll l l l lllllllllllll lllllllllll l l l l l l l l l l l l l l l lllllllllllllll llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l llEROSION AND SEDIMENT CONTROL PLANRTSB #llllSWPPP LEGENDgraham collision centerVICINITY MAPWAUKEE, IOWAgraham collision centerSTABILIZATION QUANTITIESEROSION AND SEDIMENT CONTROL PLAN7 NOTES:ALICE'S ROAD HICKMAN ROAD (HWY 6)SE LAUREL STPROJECTTEMPORARY STAND PIPE DETAILPHONE: (515) 369-4400 FAX: (515) 369-4410 3405 S.E. CROSSROADS DRIVE, SUITE G CIVIL DESIGN ADVANTAGE1903114GRAHAM COLLISION CENTER ENGINEER:TECH: REVISIONS DATE WAUKEE, IOWA7 GRIMES, IOWA 50111 FIRST SUBMITTAL TO CITY 3/26/19 355 SE ALICE'S ROAD SECOND SUBMITTAL TO CITY 4/12/19 THIRD SUBMITTAL TO CITY 4/29/19 FOURTH SUBMITTAL TO CITY 5/09/19DISCHARGE POINT SUMMARY 11' - 4"17' - 4" COP-1 BR-1 METAL PANEL TO MATCH MP-1 METAL PAINTED TO MATCH COP-1 11' - 4"10' - 0" COP-1 BR-111' - 4"17' - 4" COP-1 BR-1 PRIMARY MATERIAL CALCS SOUTH ELEVATION: 2,374 SF TOTAL MP-1 = 74 SF FC-1 = 1,055 SF FC-2 = 205 SF SF-1 = 110 SF BR-1 = 191 SF COP-1 = 103 SF H.M. DOORS = 636 SF WEST ELEVATION: 3,032 SF TOTAL MP-1 = 765 SF FC-1 = 740 SF FC-2 = 409 SF SF-1 = 806 SF BR-1 = 196 SF COP-1 = 116 SF EAST ELEVATION: 2,908 SF TOTAL FC-1 = 1,902 SF BR-1 = 396 SF COP-1 = 146 SF H.M. DOORS = 464 SF NORTH ELEVATION: 2,374 SF TOTAL MP-1 = 74 SF FC-1 = 1,199 SF FC-2 = 205 SF SF-1 = 110 SF BR-1 = 243 SF COP-1 = 103 SF H.M. DOORS = 440 SF TOTAL MATERIAL PERCENTAGES MP-1 = 913 SF (8.5%) FC-1 = 4,896 SF (45.8%) FC-2 = 819 SF (7.6%) SF-1 = 1,026 SF (9.6%) BR-1 = 1,026 SF (9.6%) COP-1 = 468 SF (4.4%) H.M. DOORS = 1,540 SF (14.5%) TOTAL BUILDING ELEVATION AREA: 10,688 SF FLOOR PLAN 0" A B T.O. PARAPET 2 20' - 0" T.O. PARAPET 3 24' - 0" COP-1 FC-2 FC-1 BR-1 SF-1 MP-1 FC-1 BR-1 FC-1 COP-1 BR-1 COP-1 FLOOR PLAN 0" 21 T.O. PARAPET 2 20' - 0" T.O. GLAZING 10' - 0" T.O. PARAPET 3 24' - 0" MP-1 MP-1 FC-1 FC-1 FC-1 MP-1 FC-2 SF-1 SF-1 SF-1 SF-1 MP-1 FC-2 MP-1 SF-1 BR-1BR-1BR-1BR-1 FC-1 COP-1 COP-1 COP-1COP-1 SF-1 SF-1 FLOOR PLAN 0" 2 1 T.O. PARAPET 2 20' - 0" T.O. PARAPET 3 24' - 0" BR-1BR-1BR-1 FC-1 FC-1 GUTTER & DOWNSPOUT, TYP. FC-1 T.O. PARAPET 1 17' - 0" FLOOR PLAN 0" AB T.O. PARAPET 2 20' - 0" T.O. PARAPET 3 24' - 0" BR-1 BR-1BR-1 FC-1FC-1 MP-1 FC-2 SF-1 COP-1 COP-1 SAA JOB #: This drawing has been prepared by the Architect, or under the Architect's direct supervision. This drawing is provided as an instrument of service by the Designer / Architect and is intended for use on this project only. Any reproduction, use, or disclosure of information contained herein without the prior written consent of the Architect is strictly prohibited. (C) Copyright 2019 by Simonson & Associates Architects, L.L.C. 24"x36" SHEET (FULL SIZE) -SCALE IS AS NOTED. 12"x18" SHEET (HALF SIZE) -SCALE IS ONE-HALF OF WHAT IS NOTED OTHER SHEET SIZES NOT TO SCALE 19035 GRAHAM COLLISION CENTER 355 SE ALICE'S ROAD WAUKEE, IA 05/09/19 PERSPECTIVE RENDERING • H. METAL DOORS & FRAMES: PAINTED TO MATCH ADJACENT MATERIAL. • O.H. DOORS & FRAMES: PAINTED TO MATCH ADJACENT MATERIAL. • GUTTERS & DOWNSPOUTS: PRE-FINISHED METAL TO MATCH COP-1.SCALE:1/4" = 1'-0"5 TRASH - FRONT ELEVATION SCALE:1/4" = 1'-0"7 TRASH - SIDE ELEVATION SCALE:1/4" = 1'-0"6 TRASH - BACK ELEVATION EXTERIOR MATERIAL LEGEND MAT. LABEL MATERIAL DESCRIPTION BR-1 3 5/8" x 2 1/4" x 7 5/8" MODULAR BRICK; INSTALLED IN RUNNING BOND PATTERN; GLEN-GERY (OR APPROVED EQUAL) COLOR: BROOKHAVEN COP-1 PRE-FINISHED METAL COPING SYSTEM; COLOR: MATTE BLACK FC-1 FIBER CEMENT PANEL W/ REVEAL SYSTEM (INSTALLED PER MFR.) (HARDIE PANEL OR SIM); SMOOTH; COLOR: LIGHT GRAY FC-2 FIBER CEMENT PANEL W/ REVEAL SYSTEM (INSTALLED PER MFR.) (HARDIE PANEL OR SIM); SMOOTH; COLOR: GRAHAM COLLISION RED MP-1 ROUNDED RIBBED METAL PANEL SYSTEM W/ EXPOSED FASTENERS; COLOR: CHARCOAL GRAY SF-1 T.B. ALUMINUM STOREFRONT FRAMING SYSTEM; COLOR: CLEAR ANODIZED W/ 1" INSULATED VISION GLASS SYSTEM: CLEAR W/ LOW E COATING SCALE:1/8" = 1'-0"1 SOUTH ELEVATION SCALE:1/8" = 1'-0"2 WEST ELEVATION SCALE:1/8" = 1'-0"3 EAST ELEVATION SCALE:1/8" = 1'-0"4 NORTH ELEVATION *NOTE: SPECIFIC MECHANICAL EQUIPMENT LOCATIONS ARE UNDETERMINED AT THIS TIME. THEY'LL BE SCREENED FROM PUBLIC VIEW BY STRATEGIC PLACEMENT THAT UTILIZES BUILDING PARAPETS AT ROOF CONDITIONS (REFER TO SECTION FOR REFFERENCE) & LANDSCAPE SCREENING FOR ANY GROUND MOUNTED EQUIPMENT.