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HomeMy WebLinkAbout2018-01-02-J16 The Palms Theatres_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: January 2, 2018 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for The Palms Theatres (200 NE Westgate Drive) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: Fridley Properties, LLC, requests approval of a site plan to allow for the construction of a 62,000 square feet movie theater. The theater will feature fifteen (15) movie screens, including and IMAX screen, and a restaurant. The subject property is 8.95 acres in area located north of Hickman Road and west of NE Westgate Drive. In addition to the proposed building, the site plan identifies parking, landscaping, trash enclosure, and pedestrian paths. The applicant has provided elevations for 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 December 28, 2017 Commission Meeting and recommended approval subject to remaining staff comments: Approval of a Site Plan for The Palms Theatres [200 NE Westgate Drive] Senior Planner, Andy Kass, introduced the request for approval of a site plan for the Fridley Palms Theatres made by the applicant Fridley Properties, LLC. The subject property is generally located north of Hickman Road and west of NE Westgate drive and contains approximately 8.95 acres. The project involves the construction of a 62,000 square foot building to be utilized as a movie theater. The theater would feature 15 screens, including an IMAX screen. Mr. Kass explained that the planned development agreement that was approved for the site allows the building to be up to 75 feet in order to accommodate for the IMAX screen. The building plans indicate heights of 35 feet on the north end of the building, 44 feet in the middle, and 65 feet on the south end. Access to the site will be provided from two access points off of NE Westgate Drive and two access points off of NE Venture Drive. The applicant will be responsible for the construction of NE Venture Drive. Public utilities will be provided to the site as part of the public improvements for the plat. Stormwater detention will be accommodated for in three detention basins located throughout the site. All open space, landscape, and parking ordinances have been met. The building will be constructed of architectural metal paneling, cement paneling, and stucco. At this time Staff recommends approval of the site plan for The Palms Theatres subject to remaining staff comments. J16 • Commissioner Fontenot questioned if all signage will be located on the building (as opposed to any monument signage). Mr. Kass stated that yes, all signage will be located on the building and is subject to separate sign permit approval. • Commissioner Streit questioned how many seats there are total in the theater. Andy stated that it is proposed to have around 1,250 total seats. • Commissioner Schmidt questioned if NE Venture Drive will be a public street. Mr. Kass stated that this portion of NE Venture Drive will be public. • Commissioner Fontenot asked what the completion date is for this project. Mr. Kass stated that he understood that they wanted to be open by Thanksgiving 2018. • Commissioner Hoifeldt asked if the building material proposed is tilt-up precast concrete panels. Project Engineer, Jeff Gaddis, stated that yes, they are proposed to be tilt-up precast panels. Commissioner Schmidt moved to approve the request for a site plan for The Palms Theatres. Commissioner Fontenot seconded the motion. Ayes: Stonebrook, Fontenot, Streit, Broderick, Hoifeldt, and Schmidt. Nays: None. Motion Carries. STAFF REVIEW AND COMMENT: Staff is working with the applicant to address the last few comments. Staff recommends approval subject to remaining staff comments. RECOMMENDATION: Approve the resolution subject to remaining staff comments. 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 THE PALMS THEATRES (200 NE WESTGATE DRIVE) 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 The Palms Theatres, subject to remaining staff comments on December 28, 2017; AND, WHEREAS, the Site Plan for The Palms Theatres is in general conformance with §304 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for The Palms Theatres 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 2nd day of January, 2017 that the Site Plan for The Palms Theatres is approved subject to remaining staff comments. ____________________________ William F. Peard, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk ROLL CALL VOTE AYE NAY ABSENT ABSTAIN Anna Bergman R. Charles Bottenberg Courtney Clarke Shelly Hughes Larry R. Lyon STAFF REPORT TO: Planning and Zoning Commission PREPARED BY: Andy Kass RE: The Palms Theatres – Site Plan DATE: December 28, 2017 GENERAL INFORMATION: Applicant: Fridley Properties, LLC Requested Action Site Plan Approval Location and Size: Property is generally located north of Hickman Road, west of NE Westgate Drive, containing approximately 8.95 acres. LAND USES AND ZONING: Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Undeveloped Neighborhood Residential PD-1/C-1B North Lutheran Church of Hope Neighborhood Residential C-1 South Burger King / Waukee Central Neighborhood Residential C-1 East Vacant – Undeveloped Neighborhood Residential C-1B West Enterprise Business Park Neighborhood Residential C-1 BACKGROUND: The Planning & Zoning Commission recently reviewed a request for the subject property to rezone it from C- 1 to PD-1/C-1B. The City Council approved the third and final reading of the rezoning on Monday, December 18, 2017. The Planned Development overlay that was placed on the property is applicable to the unique aspects of signage and building height associated with a movie theater. The applicant, Fridley Properties, LLC, requests approval of the site plan to allow for the construction of a fifteen screen movie theater. December 22, 2017 2 of 4 ABOVE: Site Plan of the property with the proposed landscape plantings outlined in BBLLUUEE. PROJECT DESCRIPTION: The proposed project includes the construction of a 62,000 square foot building to be utilized as a movie theater owned and operated by Fridley Theaters. The theater would feature 15 movie screens, including an IMAX screen. The theater will also feature a restaurant and bar for food and drink service. An outdoor seating area for the restaurant is proposed to be located near the front entrance to the building. The trash enclosure for the theater will be located on the west side of the building. The Planned Development Agreement that was approved with the rezoning for the property included provisions related to building height and signage. The Planned Development Agreement includes a provision to allow for the building to be up to 75 feet in height to account for the height that is associated with the IMAX component of the theater. The building plans for the project indicate heights of 35 feet on the north end of the building, 44 feet in the middle, and 65 feet on the south end. The provisions for signage allow the applicant to place additional signage on the east elevation than what would normally not be permitted. In addition, the Agreement exempts movie posters from being counted as part of the allowable signage. The applicant intends to construct a projecting sign on the theater in lieu of a monument sign, for which the Agreement includes provisions for that sign as well. The building elevations identify proposed signage locations. All signs proposed are subject to review and approval of sign permits. December 22, 2017 3 of 4 ACCESS AND PARKING: Access to the site will be provided from two access points off of NE Westgate Drive and two access points off of NE Venture Drive. The applicant will be responsible for the construction of NE Venture Drive. The Parking Ordinance requires one parking space for every three seats. Based on that requirement, the theater is required to provide 451 parking spaces and the plan indicates a total of 455 parking spaces. The applicant is working with the property owner to the north, Lutheran Church of Hope, to construct a connection between the parking area on this site and the parking area on the adjacent property to accommodate overflow parking if needed. The applicant has indicated a desire to provide bicycle and pedestrian friendly access to the theater and proposes to construct 8 foot wide trails along NE Westgate Drive and NE Venture Drive. The trail will also connect to the Raccoon River Valley Trail that is along Hickman Road. Bicycle parking is also proposed outside of the main entrance to the building. Pedestrian paths throughout the site are identified on the site plan. The applicant intends to provide colored concrete through the parking area to clearly identify the pedestrian path to the theater. UTILITIES: Utilities will be provided to the site as part of the public improvements for the plat. Sanitary sewer will be provided off of the existing 18-inch sewer along Hickman Road. Water service and hydrant coverage will be provided from the 12-inch water main that will be constructed along NE Venture Drive as part of the public improvements. Storm water detention will be accommodated in three detention basins throughout the site. These basins will be owned and maintained by the property owner. All utilities onsite will be privately owned and maintained. OPEN SPACE AND LANDSCAPING: A minimum of 20% of the project area is required to be open space and the site plan indicates that 23% open space will be provided. Landscaped areas fronting the parking areas along north, east, west, and south sides will be provided. In addition, all other proposed plantings are provided to comply with the open space planting requirements. ELEVATIONS: The elevations provided by the applicant indicate that the building will be constructed of architectural metal paneling, cement paneling, and stucco. Additionally the building will be accented with glazing on the front of the building. The outdoor seating area for the restaurant will also feature some wood paneling and stone along the walls and ceiling. Material samples will be available at the Planning & Zoning Commission meeting for review. In addition, to identifying the building materials, the elevations identify potential locations for building signage. MISCELLANEOUS: The applicant has submitted a photometric plan and associated light fixture cut sheets. The photometric plan and proposed fixtures comply with the requirements of the Site Plan Ordinance. STAFF RECOMMENDATION: At this time staff is comfortable with the site plan and would recommend approval of the site plan for The Palms Theatres subject to remaining staff comments. December 22, 2017 4 of 4 CITY OF WAUKEE Andy Kass, AICP Senior Planner 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-7000\E7533\_C3D Drawings\Construction Documents\Site Plan\E7533 SP (01) COVER.dwg, 12/14/2017 8:17:44 AM, jagaddis, 1:1 CECCivil Engineering Consultants, Inc.2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884 . Fax: 515.276.7084 . mail@ceclac.com2" min. Backfill Material 1'-6" min.2'-0" 12" min. CASE B TYPE 1 1 Subbase Material Engineering Fabric (when specified) Porous Backfill Material 6" Pipe 4" (min.) 1'-8" TYPE A-1 CLEANOUT Concrete #4 Hoop Casting. See Detail A1 6 1 22 W 4'- 0 " m i n . Face of Curb CLASS A SIDEWALK CURB RAMP Face of Curb 1 4'-0 " m i n . CLASS A SIDEWALK CURB RAMP ALTERNATIVE 1 4'-0"min.4'-0" min. 4'-0" min . 4'-0" mi n. Varies 3 3 Property Line 12" Expansion Joint Material Back of Curb 10:1 max Property Line 12" Expansion Joint Material Back of Curb Key Curb Ramp Turning Space Detectable Warning W 0" TO 6" 2" min.1'-6" min.12" min.1 Subbase Material Engineering Fabric (when specified) Porous Backfill Material 6" Pipe RCP PIPE 6" SUBDRAIN BACKFILL SUBBASE PAVEMENT POROUS BACKFILL INSERTA TEE ® ,OR EQUAL: SOIL TIGHT CONNECTION RCP PIPE TO BE CORE DRILLED SW-601 Casting 27'' dia. Steps (typ.) Infiltration Barrier Precast Top Adjustment Rings Electrical (By Electrical Contractor) 6-Inch Perf (Connect to building or 10' Stub) 3 4" Clean (by Plumbing Contractor) 4-Inch pcc Slab (By plumbing contractor) Sump pit, Cover, Pump & Pump Apparatuses , Pump Pipe (By plumbing contractor) Pipe (beyond)Q:\E-FILES\E-7000\E7533\_C3D Drawings\Construction Documents\Site Plan\E7533 SP (15) DETAILS.dwg, 12/14/2017 8:17:55 AM, jagaddis, 1:1 * LOT 1 LOT 'A'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-7000\E7533\_C3D Drawings\Construction Documents\Site Plan\E7533 SP (02) DIMS.dwg, 12/14/2017 8:18:21 AM, jagaddis, 1:1 *CECCivil Engineering Consultants, Inc.2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884 . Fax: 515.276.7084 . mail@ceclac.com· · · · · · · · · · · · · · · · · ·Q:\E-FILES\E-7000\E7533\_C3D Drawings\Construction Documents\Site Plan\E7533 SP (14) ENTRANCE DETAIL.dwg, 12/14/2017 8:18:36 AM, jagaddis, 1:1 * LOT 1 LOT 'A'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-7000\E7533\_C3D Drawings\Construction Documents\Site Plan\E7533 SP (02) DIMS PAVING THICKNESS.dwg, 12/14/2017 8:19:01 AM, 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-7000\E7533\_C3D Drawings\Construction Documents\Site Plan\E7533 SP (03) GRADING.dwg, 12/14/2017 8:22:48 AM, 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-7000\E7533\_C3D Drawings\Construction Documents\Site Plan\E7533 SP (03A) GRADING.dwg, 12/14/2017 8:24:17 AM, 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-7000\E7533\_C3D Drawings\Construction Documents\Site Plan\E7533 SP (03A) GRADING.dwg, 12/14/2017 8:24:25 AM, 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-7000\E7533\_C3D Drawings\Construction Documents\Site Plan\E7533 SP (03A) GRADING.dwg, 12/14/2017 8:24:32 AM, 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-7000\E7533\_C3D Drawings\Construction Documents\Site Plan\E7533 SP (03A) GRADING.dwg, 12/14/2017 8:24:39 AM, jagaddis, 1:1 * LOT 1 OUTLOT 'B' LOT 'A' *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-7000\E7533\_C3D Drawings\Construction Documents\Site Plan\E7533 SP (04) SAN WTR.dwg, 12/14/2017 8:25:44 AM, jagaddis, 1:1 *LOT 1 OUTLOT 'B' OUTLOT 'A' LOT 'A'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-7000\E7533\_C3D Drawings\Construction Documents\Site Plan\E7533 SP (12) STORM.dwg, 12/14/2017 8:27:01 AM, jagaddis, 1:1 *LOT 1 OUTLOT 'B'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-7000\E7533\_C3D Drawings\Construction Documents\Site Plan\E7533 SP (12) STORM.dwg, 12/14/2017 8:27:11 AM, jagaddis, 1:1 *LOT 4 LOT 1 LOT 2 OUTLOT 'B' OUTLOT 'A' LOT 3 LOT 'A'CECCivil Engineering Consultants, Inc.2400 86th Street . Unit 12 . Des Moines, Iowa 50322515.276.4884 . 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1.1 2.9 3.7 3.8 3.7 3.4 2.9 2.3 1.6 1.0 0.6 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.6 1.0 1.7 2.6 3.3 3.7 4.5 4.6 5.3 5.3 5.0 4.7 3.9 3.5 3.2 2.2 1.4 0.9 0.5 0.3 0.2 0.2 0.3 0.4 0.7 1.1 1.8 2.8 3.4 3.7 4.6 4.7 5.2 5.3 4.9 4.7 3.9 3.5 3.1 2.1 1.3 0.8 0.5 0.3 0.4 0.6 1.0 1.6 2.3 2.8 3.2 4.0 3.7 3.3 2.0 1.0 0.5 0.5 0.5 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.6 0.6 0.5 0.7 1.2 2.9 3.8 4.5 4.1 3.4 3.1 2.4 1.6 0.9 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.6 1.0 1.7 2.7 3.4 3.5 4.3 4.5 4.5 4.7 4.3 4.4 4.0 3.4 3.1 2.4 1.5 0.9 0.5 0.3 0.2 0.2 0.3 0.4 0.7 1.2 1.9 2.9 3.4 3.5 4.4 4.4 4.6 4.7 4.4 4.5 3.8 3.4 3.1 2.2 1.3 0.8 0.5 0.3 0.4 0.6 1.0 1.6 2.4 2.8 3.0 3.9 3.5 3.0 1.6 0.8 0.4 0.4 0.5 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.6 0.6 0.6 0.8 1.7 3.1 4.1 4.7 3.9 3.4 3.1 2.2 1.5 0.9 0.5 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.6 1.0 1.7 2.6 3.2 3.4 3.7 3.5 3.5 3.9 3.4 3.4 3.3 3.2 2.9 2.2 1.5 1.0 0.6 0.4 0.2 0.2 0.3 0.4 0.7 1.2 1.9 2.7 3.2 3.3 3.5 3.4 3.7 3.9 3.4 3.5 3.4 3.2 2.9 2.1 1.4 0.8 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0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.5 0.9 1.5 2.3 2.7 2.8 3.8 3.5 3.0 1.8 0.8 0.4 0.4 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 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 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.2 0.3 0.5 0.9 1.5 2.0 2.4 2.6 2.8 2.6 2.5 1.3 0.5 0.4 0.4 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 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 0.1 0.1 0.1 0.1 0.1 0.1 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 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.3 0.5 0.9 1.3 1.7 2.0 2.2 2.4 2.4 2.4 1.2 0.4 0.3 0.3 0.4 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 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.8 1.1 1.4 1.6 1.9 2.0 2.1 2.0 0.9 0.3 0.2 0.3 0.3 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 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.4 0.6 0.8 1.1 1.3 1.6 1.7 1.7 1.5 0.7 0.3 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.5 0.7 0.9 1.0 1.2 1.3 1.3 1.1 0.5 0.2 0.1 0.2 0.2 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.7 0.8 0.9 1.0 1.0 0.8 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.7 0.7 0.6 0.3 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.4 0.2 0.1 0.1 0.1 0.1 0.3 0.4 0.4 0.4 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.50.5 0. 0.5 0. 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.50.50.50.5 0.50.5 0.50.50.50.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.50.50.50.5 0.50.50.5 0.50.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.50.50.50.5 0.50.5 0.50.50.50.50.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 11111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 1 1 1 1 1 1 1 1 11 1 1 1111 11 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Q:\E-FILES\E-7000\E7533\_C3D Drawings\Construction Documents\Site Plan\E7533 SP (16) LIGHTING.dwg, 12/14/2017 8:29:52 AM, jagaddis, 1:1 © TK ARCHITECTS INTERNATIONAL INC. 2017 ALL RIGHTS RESERVED EXTERIOR RENDERINGS / FRIDLEY WAUKEE 2017.12.18 TKA-16043 Page 1® TM PALMS THEATRE © TK ARCHITECTS INTERNATIONAL INC. 2017 ALL RIGHTS RESERVED EXTERIOR RENDERINGS / FRIDLEY WAUKEE 2017.12.18 TKA-16043 Page 2® TM EXTERIOR RENDERING - DAY © TK ARCHITECTS INTERNATIONAL INC. 2017 ALL RIGHTS RESERVED EXTERIOR RENDERINGS / FRIDLEY WAUKEE 2017.12.18 TKA-16043 Page 3® TM © TK ARCHITECTS INTERNATIONAL INC. 2017 ALL RIGHTS RESERVED EXTERIOR RENDERINGS / FRIDLEY WAUKEE 2017.12.18 TKA-16043 Page 4® TM © TK ARCHITECTS INTERNATIONAL INC. 2017 ALL RIGHTS RESERVED EXTERIOR RENDERINGS / FRIDLEY WAUKEE 2017.12.18 TKA-16043 Page 5® TM EXTERIOR RENDERING - NIGHT © TK ARCHITECTS INTERNATIONAL INC. 2017 ALL RIGHTS RESERVED EXTERIOR RENDERINGS / FRIDLEY WAUKEE 2017.12.18 TKA-16043 Page 6® TM © TK ARCHITECTS INTERNATIONAL INC. 2017 ALL RIGHTS RESERVED EXTERIOR RENDERINGS / FRIDLEY WAUKEE 2017.12.18 TKA-16043 Page 7® TM © TK ARCHITECTS INTERNATIONAL INC. 2017 ALL RIGHTS RESERVED EXTERIOR RENDERINGS / FRIDLEY WAUKEE 2017.12.18 TKA-16043 Page 8® TM © TK ARCHITECTS INTERNATIONAL INC. 2017 ALL RIGHTS RESERVED EXTERIOR RENDERINGS / FRIDLEY WAUKEE 2017.12.18 TKA-16043 Page 9® TM EFL-2 METAL PARAPET CAP TO MATCH BUILDING 8' - 0"4"44' - 0" EFL-2 CMU WALL METAL PARAPET CAP TO MATCH BUILDING HEAVY DUTY CHAIN LINK FENCE AND GATES WITH SOLID VERTICAL PVC SLATS BLACK COLOR. (NOT SHOWN FOR CLARITY) 2' - 2 1/2"11' - 7 1/4"2' - 2 1/2"8' - 0"3"6' - 0"4"EFL-2CMU WALL METAL PARAPET CAP TO MATCH BUILDING 33' - 4 3/4"4' - 4"6' - 3 1/4"8' - 0"4"HEAVE DUTY CHAIN LINK GATE WITH SOLID VERTICAL PVC SLATS BLACK COLOR (NOT SHOWN FOR CLARITY)6' - 0"3"EFL-2 CMU WALL METAL PARAPET CAP TO MATCH BUILDING 8' - 0"HEAVY DUTY CHAIN LINK FENCE AND GATES WITH SOLID VERTICAL PVC SLATS BLACK COLOR. (NOT SHOWN FOR CLARITY) 2' - 2 1/2"11' - 7 1/4"2' - 2 1/2"6' - 0"3"4"© TK ARCHITECTS INTERNATIONAL INC. 2016 | ALL RIGHTS RESERVED TRASH ENCLOSURE FRIDLEY THEATRES - WAUKEE, IA TKA-16043.00 2017.11.08 Page 7 3/16" = 1'-0"1 TRASH ENCLOSURE ELEVATION A. 3/16" = 1'-0"2 TRASH ENCLOSURE ELEVATION B. 3/16" = 1'-0"3 TRASH ENCLOSURE ELEVATION C. 3/16" = 1'-0"4 TRASH ENCLOSURE ELEVATION D. 150' - 3"106' - 8"89' - 0"35' - 0"65' - 0"21' - 0"9' - 0"35' - 0"44' - 0"65' - 0"A1.51 1 A1.50 2 A1.50 3 165' - 0" 157' - 0" 109' - 0" 133' - 0" 118' - 1" A1.54 2 EP-1 EW-1 EM-1 EFL-2EFL-1EM-2 EFL-2EM-1 100' - 0"9' - 0"08-07 08-07 08-07 EP-1 EP-1 08-09 08-09 108 107 103 102 101 170 A409 A408 A407 A4112' - 0"10' - 0"40' - 0"13' - 0"65' - 0"2' - 0"2' - 0"4' - 0"2' - 0"2' - 0"4' - 0"2' - 0"2' - 0"4' - 0"2' - 0"2' - 0"4' - 0"2' - 0"2' - 0"4' - 0"2' - 0"2' - 0"4' - 0"8' - 0"48' - 0"9' - 0"44' - 11 3/4"20' - 0 1/4"5' - 0 1/4"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"39' - 10"42' - 8 3/4"EQEQ A1.55 1 165' - 0" 157' - 0" 109' - 0" A1.54 2 8 A1.65 1 A1.66 8"33' - 3 1/2" 100' - 0" EFL-1 EFL-2 EFL-2 EM-2 1 A1.53 08-09 108 EP-16"EQ7"EQ7"EQ7"EQ7"EQ7"EQ7"7' - 6"165' - 0"35' - 0"18' - 1"9' - 0"35' - 0"44' - 0"19' - 7 1/2"2' - 10" A1.55 2 14' - 6"82' - 3"23' - 0"24' - 0"9' - 0"2' - 0"2' - 0"4' - 0"2' - 0"2' - 0"4' - 0"2' - 0"2' - 0"6' - 0"2' - 0"4' - 0"1' - 0"55' - 9"58' - 1 1/2"8' - 7 3/4" 9' - 10 3/4"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 0" 118' - 1" 133' - 0" 109' - 0"3' - 0"1' - 2 3/4" 150' - 3" 5 A1.66 EFL-2 EFL-2 EM-1 08-0708-0708-07 1 A1.53 100' - 0" 08-07 A409 A408 A407 A411 EP-2 EP-2 EP-2 EP-2 EP-1 - SW7583 WILD CURRENT EFL-1 - IMAX FORMLINER EM-2 - AEPSPAN - COOL MARINE GREEN EW-1 -RUSTIC COPPER SPLIT FACE STONE EM-1 - DARK BRONZE - CANOPY AND WINDOW FRAMES EP-2 - APPLIED CONCRETE STAIN EFL-2 - SAND BLASTED TEXTURE EXTERIOR ELEVATION FINISH LEGEND EM-3 - AEPSPAN - COOL OLD TOWN GRAY 654321 654321 E D C B A SHEET NUMBER PROJECT # I hereby certify that the portion of this technical submission described below was prepared by me or under my direct supervision and responsible charge. I am a duly licensed architect under the laws of the state of Iowa. _________________________________________________ Signature Date Printed or typed name_________________________________ License number______________________________________ My license renewal date is June 30,______________________ Pages or sheets covered by this seal:_____________________ ___________________________________________________ ___________________________________________________ ___________________________________________________ ___________________________________________________ DRAWINGS & SPECIFICATIONS REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL. COPIES OF THE DRAWINGS & SPECIFICATIONS RETAINED BY THE CLIENT MAY BE UTILIZED ONLY FOR THEIR USE & FOR OCCUPYING THE PROJECT FOR WHICH THEY WERE PREPARED & NOT FOR CONSTRUCTION OF ANY OTHER PROJECT 1100 Main Street Suite 2200 Kansas City, Missouri 64105 Phone : 816-842-7552 Fax : 816-842-1302 A1.50 EXTERIOR ELEVATION DETAILS BID & PERMITFRIDLEY THEATRES 15 SCREEN200 NE WESTGATE DRIVEWAUKEE, IA 502622017.11.08 16043.00 3/32" = 1'-0"1 EAST ELEVATION 1/8" = 1'-0"2 EAST ELEVATION ENLARGED A 1/8" = 1'-0"3 EAST ELEVATION ENLARGED C Revision Schedule # Date Description KEYNOTE LEGEND - NEW 08-07 SCREEN ACCESS PANEL TO BE EXTERIOR QUALITY LOCKABLE WITH INTEGRAL INSULATION. PATCH EXTERIOR FACE TO MATCH FINISH AFTER SCREEN INSTALLATION. HARDWARE PER MANUFACTURER SPECIFICATIONS. 08-09 INSTALL DOOR. REF. DOOR SCHEDULE FOR SIZE, FRAME, AND FINISH. 15' - 11 1/4"19' - 7 1/2"2' - 10"35' - 0"44' - 0"2' - 0"2' - 0"4' - 0"2' - 0"2' - 0"4' - 0"2' - 0"2' - 0"6' - 0"2' - 0"4' - 0"1' - 0"9' - 0"A1.55 2 A1.54 6 14' - 6"A1.51 2 SIM. 10' - 0"10' - 0" 4 A1.51 9 A1.66 118' - 1" 6 A1.51 SIM.1' - 2 3/4" 9 A1.65 11 A1.65 12 A1.65 13 A1.65 EFL-2 EP-1EM-1EP-1 EW-1 100' - 0" EFL-1 EFL-2 EFL-2 EM-1 3 A1.51 08-09 08-09 108 107 EP-1 EP-1 103 102 101 1706"EQ7"EQ7"EQ7"EQ7"EQ7"EQ7"7' - 6"165' - 0"44' - 0"2' - 6"1' - 1 1/4" 9' - 5" 11 3/4" 11' - 6"34' - 0 1/2"4"EM-1 A1.51 3 6' - 0"1 1/2"4"1 1/2"5' - 5"7"1"1" PAINT FINISH 3" EIFS ON VAPOR PERMEABLE AIR BARRIER COATING OVER 5/8" DENSEGLASS GOLD SHEATHING OVERLAP3/4"VAPOR BARRIER DRAINAGE PLANE & WATER BARRIER TYP FASTEN TIVO FLEX PER MANUFACTURERS RECOMMENDATIONS WALL PER PLANS EP-1 - SW7583 WILD CURRENT EFL-1 - IMAX FORMLINER EM-2 - AEPSPAN - COOL MARINE GREEN EW-1 -RUSTIC COPPER SPLIT FACE STONE EM-1 - DARK BRONZE - CANOPY AND WINDOW FRAMES EP-2 - APPLIED CONCRETE STAIN EFL-2 - SAND BLASTED TEXTURE EXTERIOR ELEVATION FINISH LEGEND EM-3 - AEPSPAN - COOL OLD TOWN GRAY 1/2" X 11/2" X 16GA L. ANGLE 1' - 10 3/4" 600S162.54 @12" O.C. 4 3/4"5"2' - 4 3/4" 600T125.54 CONTINOUS 1/2" PLYWOOD CLIP ANGLE 14GA W/ (6) #10 SCREWS INTO STUDS 1/2" HEAVY DUTY SCREW ANCHOR 800S162.54 @12" O.C. (9) #10 SCREWS INTERIOR EXTERIOR SLOPE 1/4"/FT SIDEWALK RE: CIVIL HOLD OFF OF SIDEWALK 1" MIN. FLASH AND SEAL AEP METAL PANEL RE: SPECS AEP METAL PANEL RE: SPECS AEP METAL PANEL RE: SPECS INTERIOR FINISH PER INTERIOR ELEVATIONS BATT INSULATION SLOPE 1/4"/FT MOISTURE BARRIER ALL SIDES WINDOW TO BE PLACED ON CONTINUOUS BED OF SEALANT 654321 654321 E D C B A SHEET NUMBER PROJECT # I hereby certify that the portion of this technical submission described below was prepared by me or under my direct supervision and responsible charge. I am a duly licensed architect under the laws of the state of Iowa. _________________________________________________ Signature Date Printed or typed name_________________________________ License number______________________________________ My license renewal date is June 30,______________________ Pages or sheets covered by this seal:_____________________ ___________________________________________________ ___________________________________________________ ___________________________________________________ ___________________________________________________ DRAWINGS & SPECIFICATIONS REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL. COPIES OF THE DRAWINGS & SPECIFICATIONS RETAINED BY THE CLIENT MAY BE UTILIZED ONLY FOR THEIR USE & FOR OCCUPYING THE PROJECT FOR WHICH THEY WERE PREPARED & NOT FOR CONSTRUCTION OF ANY OTHER PROJECT 1100 Main Street Suite 2200 Kansas City, Missouri 64105 Phone : 816-842-7552 Fax : 816-842-1302 A1.51 EXTERIOR ELEVATION DETAILS BID & PERMITFRIDLEY THEATRES 15 SCREEN200 NE WESTGATE DRIVEWAUKEE, IA 502622017.11.08 16043.00 1/8" = 1'-0"1 EAST ELEVATION ENLARGED B 1/4" = 1'-0"2 FRONT WINDOW EXTRUSION 1/4" = 1'-0"4 FRONT WINDOW EXTRUSION SECTION 1" = 1'-0"6 EAST ELEVATION ENTRANCE REVEALS 3" = 1'-0"3 FRONT WINDOW EXTRUSION SECTION DETAIL Revision Schedule # Date Description KEYNOTE LEGEND - NEW 08-09 INSTALL DOOR. REF. DOOR SCHEDULE FOR SIZE, FRAME, AND FINISH. 144' - 0" 100' - 0" 165' - 0" 14 A1.65 7' - 0" 164' - 8" EFL-2 08-07 08-07 08-07 08-07 EQEQ TYP30' - 0"26-10 26-08 TYP ABOVE DOOR9' - 0"EQEQEQEQEQ TYP30' - 0"08-07 A410 147 A406 A405 138 A404 EP-2 EP-2 EP-2 08-09 TYP. 08-07 EP-2 EP-2 EP-2 EFL-2 135 EP-2 A403 133 A402 EP-2 EP-2 EP-2 08-70 08-70 08-0608-06 TRASH ENCLOSURE REF. SHEET A0.12 3' - 0"3' - 5 1/4"2' - 8 3/4"3' - 5 1/4" 3' - 5 1/4" 2' - 5 1/2" 3' - 4" 2' - 2 3/4" 3' - 5 1/4"3' - 0"3' - 5 1/4"1' - 4 1/2"3' - 5 1/4"3' - 0"3' - 5 1/4"3' - 5 1/4"3' - 4"1' - 11 1/2"4' - 0"3' - 5 1/4"118' - 1"TYP4' - 0"TYP2' - 0"TYP6' - 0"223' - 10" 7' - 1 1/4"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0 1/4"7' - 0"7' - 0"7' - 0"5' - 10 3/4"7' - 0"6' - 8 3/4" EFL-2 153' - 0" 116' - 6" 112' - 0" 153' - 0" EFL-1 TRASH ENCLOSURE REF. SHEET A0.12 EFL-2 EM-1 EFL-1 100' - 0" EQ EQ EQ EQ TYP30' - 0"TYP TYP ABOVE DOOR9' - 0"26-08 08-09 TYP. 167 166 205 153 152 204 149 EP-2 EP-2 EP-2 EP-2 EP-2 EP-2 EP-2 08-70 08-70 165' - 0" 100' - 0" 157' - 0" 109' - 0" 146' - 0" A1.55 3 A1.54 1 7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0 3/4" 223' - 10" 51' - 1" 11' - 5" 7" EFL-2 133' - 6" 127' - 9" 120' - 10 1/4" 113' - 10 1/2" 106' - 11 1/4" 102' - 10"103' - 0" 100' - 0"TYP30' - 0"EQ EQ EQ EQ EQ 26-08 26-08 TYP TYP ABOVE DOOR9' - 0"124126 123 304 305 EP-2 EP-2 EP-2 EP-2 EP-2 EP-1 - SW7583 WILD CURRENT EFL-1 - IMAX FORMLINER EM-2 - AEPSPAN - COOL MARINE GREEN EW-1 -RUSTIC COPPER SPLIT FACE STONE EM-1 - DARK BRONZE - CANOPY AND WINDOW FRAMES EP-2 - APPLIED CONCRETE STAIN EFL-2 - SAND BLASTED TEXTURE EXTERIOR ELEVATION FINISH LEGEND EM-3 - AEPSPAN - COOL OLD TOWN GRAY 654321 654321 E D C B A SHEET NUMBER PROJECT # I hereby certify that the portion of this technical submission described below was prepared by me or under my direct supervision and responsible charge. I am a duly licensed architect under the laws of the state of Iowa. _________________________________________________ Signature Date Printed or typed name_________________________________ License number______________________________________ My license renewal date is June 30,______________________ Pages or sheets covered by this seal:_____________________ ___________________________________________________ ___________________________________________________ ___________________________________________________ ___________________________________________________ DRAWINGS & SPECIFICATIONS REMAIN THE PROPERTY OF THE DESIGN PROFESSIONAL. COPIES OF THE DRAWINGS & SPECIFICATIONS RETAINED BY THE CLIENT MAY BE UTILIZED ONLY FOR THEIR USE & FOR OCCUPYING THE PROJECT FOR WHICH THEY WERE PREPARED & NOT FOR CONSTRUCTION OF ANY OTHER PROJECT 1100 Main Street Suite 2200 Kansas City, Missouri 64105 Phone : 816-842-7552 Fax : 816-842-1302 A1.52 EXTERIOR ELEVATION DETAILS BID & PERMITFRIDLEY THEATRES 15 SCREEN200 NE WESTGATE DRIVEWAUKEE, IA 502622017.11.08 16043.00 3/32" = 1'-0"1 WEST ELEVATION 3/32" = 1'-0"2 NORTH ELEVATION 3/32" = 1'-0"3 SOUTH ELEVATION Revision Schedule # Date Description A 2017.11.03 ADDENDUM A B 2017.11.10 ADDENDUM B 1 2017.12.07 CITY COMMENTS KEYNOTE LEGEND - NEW 08-06 ROOF HATCH AND LADDER, SEE DETAIL ON A1.41. ADJUST LOCATION AS REQUIRED TO MISS ROOF STRUCTURE. NOTIFY ARCHITECT OF ANY CONFLICTS FROM SHELL DRAWINGS. 08-07 SCREEN ACCESS PANEL TO BE EXTERIOR QUALITY LOCKABLE WITH INTEGRAL INSULATION. PATCH EXTERIOR FACE TO MATCH FINISH AFTER SCREEN INSTALLATION. HARDWARE PER MANUFACTURER SPECIFICATIONS. 08-09 INSTALL DOOR. REF. DOOR SCHEDULE FOR SIZE, FRAME, AND FINISH. 08-70 ROOF LADDER - REFER TO DETAILS 26-08 WALL-PACK LIGHT ABOVE EXTERIOR EXIT DOORS. INSTALL FIXTURE ON 4" JBOX FROM MANUFACTURER, TYP. WALL-PACK TO HAVE EMERGENCY LIGHTING FUNCTIONS. 26-10 WALL SCONCE, PROVIDE BLOCKING AND POWER. REF LIGHTING DRAWINGS. 1