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HomeMy WebLinkAbout2025-07-21 I07 Waukee Towne Center Phase 2_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: July 21, 2025 AGENDA ITEM: Consideration of approval of resolution approving a site plan for Waukee Towne Center Phase 2 (1050 SE Laurel Street) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a site plan for a commercial development, located west of SE Alice’s Road and south of SE Laurel Street, containing 12.30-acres. The project involves the construction of four multi-tenant retail buildings. The building at the northwest corner of the site is approximately 23,000 square feet in area and 26-feet in height. The building to the south of the one at the northwest corner of the site is approximately 15,000 square feet in area and 26-feet in height. The C-shaped building located on the north side of the site is approximately 54,000 square feet in area and 26-feet in height. The building at the south side of the site is approximately 18,000 square feet in area and 31- feet in height. All buildings are intended for commercial use, which could include retail or restaurant spaces. Tenants are unknown at this time. The site plan includes several parking areas across the site. The parking will be shared parking for the entire Waukee Towne Center development. Site amenities are shown between the buildings located at the northwest corner of the site. These include a water feature, a skating rink/multi-use space, a playground area, a firepit and several seating areas. The site plan includes an amphitheater area along the City’s pond, located along the west side of the site. This includes a paved area along the pond with a grass area for seating. The site plan also includes several trash enclosures throughout the site for each of the buildings proposed. The trash enclosures are mostly located behind the buildings, with the exception of the south building providing a screen wall to match the architecture of the building in order to screen the trash enclosure. The site plan also shows one building for future development. That building will be required to obtain a separate site plan approval at a future date. Several accesses will be provided into the site from the private drive to the east. Several pedestrian connection will be provided to the surrounding trails and sidewalks. They are providing the required amount of parking for the overall development. Private utilities will serve the proposed site. Stormwater detention will be provided with the large pond to the west. The pond is owned and maintained by the City of Waukee. I7 A minimum of 20% of the site is required to be open space, they are providing 31%. The required amount of plantings are being provided. The elevations of the buildings will be constructed of mostly brick, composite cladding panels, concrete masonry unit, metal panels, fiber cement siding, EIFS, and glazing. The trash enclosures are proposed to be constructed of concrete masonry unit to be consistent with the design of the buildings. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed the site plan request at their meeting on July 8, 2025, and recommended approval: Approval of a Site Plan for Waukee Towne Center Phase 2 (1050 SE Laurel Street) Melissa DeBoer, Planning Coordinator, introduced the request for approval of a site plan for a commercial development, as requested by Waukee Towne Center, LLC, represented by Ed Arp of Civil Engineering Consultants. The property received site plan approval from City Council on April 1, 2024, for the site utilities and parking lot only. The approved site plan on file did not include any of the buildings or site amenities. Since that time, none of the utilities or parking areas were installed. The applicant is now requesting approval of a site plan that includes all of the site utilities, parking areas, site amenities and several buildings. The project involves the construction of four multi-tenant retail buildings. The building at the northwest corner of the site is approximately 23,000 square feet in area and 26-feet in height. The building to the south of the one at the northwest corner of the site is approximately 15,000 square feet in area and 26-feet in height. The C-shaped building located on the north side of the site is approximately 54,000 square feet in area and 26-feet in height. The building at the south side of the site is approximately 18,000 square feet in area and 31-feet in height. All buildings are intended for commercial use, which could include retail or restaurant spaces. Tenants are unknown at this time. The site plan includes several parking areas across the site. Parking will be shared parking for the entire Waukee Towne Center development. Site amenities are shown between the buildings located at the northwest corner of the site. These include a water feature, a skating rink/multi-use space, a playground area, a firepit and several seating areas. The site plan includes an amphitheater area along the City’s Pond, located along the west side of the site. This includes a paved area along the pond with a grass area for seating. The site plan also includes several trash enclosures throughout the site for each of the proposed buildings. The trash enclosures are mostly located behind the buildings, with the exception of the south building providing a screen wall to match the architecture of the building in order to screen the trash enclosure. The site plan also shows one building for future development. That building will be required to obtain a separate site plan approval at a future date. Several accesses to the site will be provided from the private drive to the east. Pedestrian connections will be provided from the private drive to the east as well as from the trail surrounding the pond to the west. Several internal pedestrian connections will be provided across the site. A total of 959 parking spaces are required for the proposed site plan and they are providing 996 parking spaces, including 24 accessible spaces. Private utilities will serve the proposed site. Utilities will be privately owned and maintained. Storm water management will be provided with a large pond to the west of the proposed site. Per the planned development for Waukee Towne Center, a minimum of 20% of the overall commercial development is required to be open space. The total amount of open space proposed is 31%. A 25-foot-wide landscape buffer will be provided along the south side of the site to provide a buffer between the two zoning districts. The landscape plan meets the requirements of the Landscape and Open Space Ordinance. The submitted photometric plan meets the lighting requirements of the Site Plan Ordinance. The elevations of the buildings are proposed to be constructed mostly of brick, composite cladding panels, concrete masonry unit, metal panels, fiber cement siding, EIFS, and glazing. The trash enclosures are proposed to be constructed of concrete masonry unit to be consistent with the design of the buildings. The Comprehensive Plan classifies the subject property as Neighborhood Commercial. The Neighborhood Commercial classification provides primarily day-to-day goods and services for residents. The site plan is in general conformance with the Zoning Ordinance, Subdivision Ordinance, Site Plan Ordinance, and Comprehensive Plan. Staff recommends approval of the site plan for Waukee Towne Center Phase 2 subject to remaining staff comments. Discussion as follows: None. Motion by Commissioner Tuel for Approval of a Site Plan for Waukee Towne Center Phase 2 (1050 SE Laurel Street), seconded by Commissioner Bankole. Ayes: Streit, Bankole, Beenken, Lohse, and Tuel. Recusal: Broderick Nays: None. Motion carried. STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan for Waukee Towne Center Phase 2 subject to remaining staff comments. RECOMMENDATION: Approve the resolution. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan IV. Building Elevations PREPARED BY: Melissa DeBoer, Planning Coordinator REVIEWED BY: PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: THE CITY OF WAUKEE, IOWA RESOLUTION 2025- APPROVING THE SITE PLAN FOR WAUKEE TOWNE CENTER PHASE 2 (1050 SE LAUREL STREET) 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 Waukee Towne Center Phase 2, subject to remaining staff comments on July 8, 2025; AND, WHEREAS, the Site Plan for Waukee Towne Center Phase 2 is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Waukee Towne Center Phase 2 is in general conformance with §161 – 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 21st day of July, 2025, that the Site Plan for Waukee Towne Center Phase 2 is approved subject to remaining staff comments. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN R. Charles Bottenberg Chris Crone Rob Grove Anna Bergman Pierce Ben Sinclair PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: Waukee Towne Center Phase 2 – Site Plan PREPARED BY: Melissa DeBoer, AICP – Planning Coordinator REPORT DATE: July 3, 2025 MEETING DATE: July 8, 2025 GENERAL INFORMATION Owner/Applicant: Waukee Towne Center, LLC Owner’s Representative: Ed Arp, Civil Engineering Consultants Request: The applicant is requesting approval of a site plan for a commercial development. Location and Size: Property is generally located west of SE Alice’s Road and south of SE Laurel Street, containing approximately 12.30-acres. Site Address: 1050 SE Laurel Street AREA MAP ABOVE: Aerial of subject property (outlined in RED) in relation to the surrounding area. July 3, 2025 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant - Undeveloped Neighborhood Commercial C-1 (Community & Highway Service Commercial District) / PD-1 (Planned Development Overlay) North Future Commercial Sites – Currently Under Construction Community Commercial C-1 (Community & Highway Service Commercial District) / PD-1 (Planned Development Overlay) South Light Industrial Neighborhood Commercial M-1 (Light Industrial District) East Freddy’s / Vacant - Undeveloped Neighborhood Commercial C-1 (Community & Highway Service Commercial District) / PD-1 (Planned Development Overlay) West Pond, Trails and Open Space Neighborhood Commercial C-1 (Community & Highway Service Commercial District) / PD-1 (Planned Development Overlay) BACKGROUND The property received site plan approval from City Council on April 1, 2024 for the site utilities and parking lot only. The approved site plan on file did not include any of the buildings or site amenities. Since that time, none of the utilities or parking areas were installed. The applicant is now requesting approval of a site plan that includes all of the site utilities, parking areas, site amenities and several buildings. PROJECT DESCRIPTION The project involves the construction of four multi-tenant retail buildings. The building at the northwest corner of the site is approximately 23,000 square feet in area and 26-feet in height. The building to the south of the one at the northwest corner of the site is approximately 15,000 square feet in area and 26-feet in height. The C-shaped building located on the north side of the site is approximately 54,000 square feet in area and 26-feet in height. The building at the south side of the site is approximately 18,000 square feet in area and 31-feet in height. All buildings are intended for commercial use, which could include retail or restaurant spaces. Tenants are unknown at this time. The site plan includes several parking areas across the site. The parking will be shared parking for the entire Waukee Towne Center development. Site amenities are shown between the buildings located at the northwest corner of the site. These include a water feature, a skating rink/multi-use space, a playground area, a firepit and several seating areas. The site plan includes an amphitheater area along the City’s pond, located along the west side of the site. This includes a paved area along the pond with a grass area for seating. The site plan also includes several trash enclosures throughout the site for each of the buildings proposed. The trash enclosures are mostly located behind the buildings, with the exception of the south building providing a screen wall to match the architecture of the building in order to screen the trash enclosure. The site plan also shows one building for future development. That building will be required to obtain a separate site plan approval at a future date. July 3, 2025 3 of 3 ACCESS AND PARKING Several accesses into this site will be provided off of the private drive to the east. Pedestrian connections will be provided from the private drive to the east as well as from the trail surrounding the pond to the west. Several internal pedestrian connections will be provided across the site. A total of 959 parking spaces are required for the proposed site plan and they are providing 996 parking spaces, including 24 accessible spaces. UTILITIES Private utilities will serve the proposed site. Utilities will be privately owned and maintained. Storm water management will be provided with the large pond to the west of the proposed site. LANDSCAPING & OPEN SPACE Per the planned development for Waukee Towne Center, a minimum of 20% of the overall commercial development is required to be open space. The total amount of open space proposed is 31%. A 25-foot-wide landscape buffer will be provided along the south side of the site to provide a buffer between the two zoning districts. The landscape plan meets the requirements of the Landscape and Open Space Ordinance. LIGHTING PLAN A photometric plan was submitted for the proposed site lighting. The photometric plan meets the lighting requirements of the Site Plan Ordinance. BUILDING ELEVATIONS The elevations of the buildings are proposed to be constructed mostly of brick, composite cladding panels, concrete masonry unit, metal panels, fiber cement siding, EIFS, and glazing. The trash enclosures are proposed to be constructed of concrete masonry unit to be consistent with the design of the buildings. The building elevations have been provided for review. COMPREHENSIVE PLAN The Comprehensive Plan classifies the subject property as Neighborhood Commercial. The Neighborhood Commercial classification provides primarily day-to-day goods and services for residents. STAFF RECOMMENDATION The site plan is in general conformance with the Zoning Ordinance, Subdivision Ordinance, Site Plan Ordinance, and Comprehensive Plan. Staff recommends approval of the site plan for Waukee Towne Center Phase 2 subject to remaining staff comments. PRELIMINARY CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N CATEGORY REQUIRED AREA REQUIRED % PROPOSED AREA PROPOSED % BUILDINGS 319,778.38 18.68% PAVEMENTS 863,972.12 50.46% OPEN SPACE 342,437.32 20.00%528,436.12 30.86% TOTAL 1,712,186.62 100.00% Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 (01) COVER.dwg, 6/24/2025 1:23:37 PM, ltwiford, 1:1 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 (01) COVER.dwg, 6/24/2025 1:23:40 PM, ltwiford, 1:1 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 (01) COVER.dwg, 6/24/2025 1:23:45 PM, ltwiford, 1:1 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 5 5 Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 (01) COVER.dwg, 6/24/2025 1:23:51 PM, ltwiford, 1:1 NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PARKING LO T 2 EM II II II CO LOT 8 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 (02A) DEMO.dwg, 6/24/2025 1:25:13 PM, ltwiford, 1:1 NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PARKING LO T 2 EM II II II CO NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PARKING NO PA R K I N G NO PA R K I N G LOT 8 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 STAGING PLAN.dwg, 6/24/2025 1:26:07 PM, ltwiford, 1:1 NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PARKING LO T 2 EM II II II CO NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PARKING NO PA R K I N G NO PA R K I N G ∆ 10 10 15 14 10 7 6 8 9 15 11 11 11 11 11 11 14 8 8 13 15 9 12 1212 10 12 8 10 11 14 14 14 12 13 13 13 ∆ ∆ LOT 8 11 4 13 13 13 7766 14 13 13 14 14 14 10 7 2 3 14 13 13 3 14 14 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 (02) DIM.dwg, 6/24/2025 1:27:02 PM, ltwiford, 1:1 NO PARKING NO PARKING NO PARKING LOT 2 PR O P O S E D T R A S H EN C L O S U R E PROPOSED 30.5'X85.85' BUILDING 2,880 SF FFE= 1048.50 EM CO NO PARKING NO PARKING NO PA R K I N G 10 10 15 14107 6 8 9 15 11 11 14 10 12 8 10 11 LOT 8 6 6 14 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 (02) DIM.dwg, 6/24/2025 1:27:10 PM, ltwiford, 1:1 NO PA R K I N G NO PA R K I N G NO PA R K I N G ∆ 11 11 11 11 11 11 14 8 8 13 15 9 12 1212 8 10 14 14 14 12 13 13 13 ∆ LOT 8 11 4 13 13 13 7766 14 13 13 14 14 14 10 7 2 3 14 13 13 3 14 14 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 (02) DIM.dwg, 6/24/2025 1:27:17 PM, ltwiford, 1:1 NO PA R K I N G CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 (02) DIM DETAILS.dwg, 6/24/2025 1:28:11 PM, ltwiford, 1:1 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 (02) DIM DETAILS.dwg, 6/24/2025 1:28:16 PM, ltwiford, 1:1 NO PA R K I N G NO PA R K I N G CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N MARK MANUFACTURER DESCRIPTION MODEL COLOR ACCESSORIES B-1 ANOVA FURNISHINGS WALL MOUNT, 6' LONG, W/ BACK AL1980WT TEXTURED CHARCOAL/ DRIFTWOOD GREY SLATS B-2 ANOVA FURNISHINGS STAND ALONE, 6' LONG,W/BACK AL1980R TEXTURED CHARCOAL/ DRIFTWOOD GREY SLATS B-3 WISHBONE ADIRONDACK CHAIR JEM LOUNGE CHAIR (JLC-34)GREY/ MODIFIED PINE GREY SLATS B-4 HERMAN MILLER OUTDOOR CHAIR MAGIS SPUN CHAIR COLOR AS SELECTED BR-1 FORMS+SURFACES BIKE GARDEN CONFIGURATION C-CIP COLOR AS SELECTED PL-1 VICTOR STANLEY URBAN LONG PLANTER 24"Wx72"Lx27"H TITANIUM METALLIC DRAIN HOLES PL-2 VICTOR STANLEY URBAN SQUARE PLANTER 36"Wx36"Lx27"H TITANIUM METALLIC DRAIN HOLES PS-1 BERLINER CANARISWEG, HANOVER SON.594 COLOR AS SELECTED PS-2 ape studio STREET MUSICIANS 9.10100 COLOR AS SELECTED L-1 BEGA LIGHT COLUMN BUILDING ELEMENT 99 075 MATTE BLACK L-2 BEGA LIGHT COLUMN BOLLARD 88 062 MATTE BLACK L-3 IN-GROUND UP LIGHTING STAINLESS STEEL L-4 12v LANDSCAPE LIGHTING DARK GREEN/BLACK FP-1 HART CONCRETE DESIGN 44" DIA. BOWL 44"x18"COLOR AS SELECTED P-1 NON-REINF. P.C.C.WHITE CEMENT SEE PAVING PLAN - LIFESTYLE WHITE P-2 NON-REINF. P.C.C.GRAY 1 SEE PAVING PLAN - LIFESTYLE COOL GRAY 20% P-3 NON-REINF. P.C.C.GRAY 2 SEE PAVING PLAN - LIFESTYLE COOL GRAY 50% P-4 STEPSTONE 12" x 48"SEE PAVING PLAN - LIFESTYLE COOL GRAY 50%ADA SLIP RESISTANT P-5 NON-REINF. P.C.C.GRAY 3 SEE PAVING PLAN - LIFESTYLE COOL GRAY 70% P-6 NON-REINF. P.C.C.GRAY 4 SEE PAVING PLAN - LIFESTYLE CHARCOAL T-1 FORMS+SURFACES DISPATCH TRASH RECEPTACLE SLDIS-136 ALUMINUM TEXTURE - BODY DARK GREY METALIC TEXTURE - LID LITTER LID Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 (02) DIM DETAILS.dwg, 6/24/2025 1:28:22 PM, ltwiford, 1:1 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 (02) DIM DETAILS.dwg, 6/24/2025 1:28:28 PM, ltwiford, 1:1 NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PARKING NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G LO T 2 EX 30' SETBACK PRIVATE DRIVE PROPOSED TRASH ENCLOSURE PR O P O S E D 3 0 . 5 ' X 8 5 . 8 5 ' B U I L D I N G 2, 8 8 0 S F FF E = 1 0 4 8 . 5 0 EM II II II CO LOT 2 LOT 8 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 (03) GRADING.dwg, 6/24/2025 1:30:13 PM, ltwiford, 1:1 NO PARKING PARKING NO PARKING NO PA R K I N G NO PARKING NO PARKING NO PARKING PR I V A T E D R I V E PR O P O S E D T R A S H EN C L O S U R E PROPOSED 30.5'X85.85' BUILDING 2,880 SF FFE= 1048.50 EM CO LOT 8 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 (03) GRADING.dwg, 6/24/2025 1:30:24 PM, ltwiford, 1:1 NO PA R K I N G NO PA R K I N G NO PA R K I N G LOT 8 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 (03) GRADING.dwg, 6/24/2025 1:30:35 PM, ltwiford, 1:1 NO PARKING NO PARKING CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 (03) GRADING LIFESTYLE.dwg, 6/24/2025 1:32:21 PM, ltwiford, 1:1 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 (03) GRADING LIFESTYLE.dwg, 6/24/2025 1:32:31 PM, ltwiford, 1:1 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 (03) GRADING LIFESTYLE.dwg, 6/24/2025 1:32:42 PM, ltwiford, 1:1 NO PARKING NO PARKING CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 (03) GRADING LIFESTYLE.dwg, 6/24/2025 1:32:52 PM, ltwiford, 1:1 NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PARKING NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G LOT 8 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 (03) GRADING.dwg, 6/24/2025 1:34:40 PM, ltwiford, 1:1 NO PARKING NO PA R K I N G NO PARKING NO PARKING CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 (03) GRADING DETAILS.dwg, 6/24/2025 1:36:09 PM, ltwiford, 1:1 NO PARKING NO PARKING CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 (03) GRADING DETAILS.dwg, 6/24/2025 1:36:55 PM, ltwiford, 1:1 NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PARKING LO T 2 PROPOSED TRASH ENCLOSURE PR O P O S E D 3 0 . 5 ' X 8 5 . 8 5 ' B U I L D I N G 2, 8 8 0 S F FF E = 1 0 4 8 . 5 0 EM CO NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PARKING NO PA R K I N G NO PA R K I N G LOT 8 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 PAVING.dwg, 6/24/2025 1:38:29 PM, ltwiford, 1:1 NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G LOT 8 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 PAVING LIFESTYLE.dwg, 6/24/2025 1:39:36 PM, ltwiford, 1:1 NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PARKING NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G LOT 8 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 (04) UTIL - SANITARY.dwg, 6/24/2025 1:41:02 PM, ltwiford, 1:1 NO PARKING NO PARKING NO PA R K I N G NO PARKING NO PARKING NO PARKING NO PARKING PR O P O S E D T R A S H EN C L O S U R E PROPOSED 30.5'X85.85' BUILDING EM LOT 8 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 (05) UTIL - STORM.dwg, 6/24/2025 1:42:31 PM, ltwiford, 1:1 NO PARKING NO PARKING NO PARKING CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 (05) UTIL - STORM.dwg, 6/24/2025 1:42:41 PM, ltwiford, 1:1 NO PA R K I N G NO PA R K I N G NO PA R K I N G LOT 8 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 (05) UTIL - STORM LIFESTYLE.dwg, 6/24/2025 1:44:10 PM, ltwiford, 1:1 NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PARKING NO PA R K I N G NO PA R K I N G NO PA R K I N G PA R K I N G PROPOSED TRASH ENCLOSURE PR O P O S E D 3 0 . 5 ' X 8 5 . 8 5 ' B U I L D I N G 2, 8 8 0 S F FF E = 1 0 4 8 . 5 0 EM LOT 8 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 (06) UTIL - WATER.dwg, 6/24/2025 1:45:46 PM, ltwiford, 1:1 NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G LOT 8 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 (06) UTIL - WATER.dwg, 6/24/2025 1:45:55 PM, ltwiford, 1:1 NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G LOT 8 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 (07) UTIL - BY OTHERS.dwg, 6/24/2025 1:47:21 PM, ltwiford, 1:1 NO PARKING NO PARKING NO PA R K I N G NO PARKING NO PARKING NO PARKING NO PARKING PR I V A T E D R I V E PR O P O S E D T R A S H EN C L O S U R E PROPOSED 30.5'X85.85' BUILDING EM LOT 8 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 (06) UTIL - CRITICAL CROSSING.dwg, 6/24/2025 1:48:50 PM, ltwiford, 1:1 NO PARKING NO PARKING CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 (06) UTIL - CRITICAL CROSSING.dwg, 6/24/2025 1:48:59 PM, ltwiford, 1:1 NO PARKING PR I V A T E D R I V E NO PARKING NO PARKING NO PA R K I N G LOT 8 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N MA R K Bo t a n i c a l n a m e QU A N . SI Z E RO O T RE M A R K S MA T U R E C O M M O N N A M E TY P E HE I G H T AC Ab i e s c o n c o l o r 3 7' H T . B& B MA T C H E D , S P E C I M E N 50 ' W H I T E F I R AM Am e l a n c h i e r a r b o r e a 6 6' H T . CO N T . MA T C H E D , S P E C I M E N , 3 S T E M M I N . 20 ' S E R V I C E B E R R Y MU L C H B E D AS Ac e r s a c c h a r u m s u b s p . n i g r u m ' G r e e n C o l u m n ' 6 8' H T . CO N T . MA T C H E D , S P E C I M E N 50 ' G R E E N C O L U M N M A P L E AT As c l e p i a s t u b e r o s a 4 1 G A L . CO N T . MA T C H E D , S P E C I M E N , M U L C H B E D 2' B U T T E R F L Y W E E D LO C . A S D I M E N S I O N E D ; 2 ' o . c . BP Be t u l a p o p u l i f o l i a ' W h i t e s p i r e S e n i o r ' 10 8' H T . CO N T . MA T C H E D , S P E C I M E N 30 ' W H I T E S P I R E B I R C H MU L C H B E D , 1 6 . 5 ' o . c . CC Ce r c i s c a n a d e n s i s 12 6' H T . CO N T . MA T C H E D , S P E C I M E N , M U L C H B E D 25 ' E A S T E R N R E D B U D 20 ' o . c . , T R E E F O R M CM Co r n u s m a s ' J F S P N 4 L e g a c y ' 4 6' H T . CO N T . MA T C H E D , S P E C I M E N 18 ' S A F F R O N S E N T I N E L D O G W O O D CS Co r n u s s e r i c a ' F a r r o w ' 24 3 G A L . CO N T . MA T C H E D , S P E C I M E N 3' A R C T I C F I R E D O G W O O D 3' o . c . , M U L C H B E D EP Ec h i n a c e a p u r p u r e a ' R u b i n s t e r n ' 3 1 G A L . CO N T . MA T C H E D , S P E C I M E N , M U L C H B E D 3' R U B Y S T A R C O N E F L O W E R LO C . A S D I M E N S I O N E D ; 2 ' o . c . GT Gl e d i t s i a t r i a c a n t h o s f . i n e r m i s ' S k y c o l e ' 2 8' H T . CO N T . MA T C H E D , S P E C I M E N 40 ' S K Y L I N E H O N E Y L O C U S T HM He p t a c o d i u m m i c o n i o i d e s ' J F S - G M 1 H M ' 2 7' H T . CO N T . MA T C H E D , S P E C I M E N 18 ' S T A R S & S P A R K S S E V E N - S O N F L O W E R HP Hy d r a n g e a p a n i c u l a t a ' D v p p i n k y ' 12 5 G A L . CO N T . MA T C H E D , S P E C I M E N 6' P I N K Y W I N K I E H Y D R A N G E A 6' o . c . , M U L C H B E D JH Pi n u s s t r o b u s ' F a s t i g i a t a ' 7 7' H T . CO N T . MA T C H E D , S P E C I M E N 35 ' C O L U M N A R W H I T E P I N E 10 ' o . c . JP Ju n i p e r u s h o r i z o n t a l i s ' P l u m o s a ' 20 3 G A L . CO N T . MA T C H E D , S P E C I M E N 2' A N D O R R A J U N I P E R 6' o . c . , M U L C H B E D LS Li q u i d a m b a r s t y r a c i f l u a ' R o t u n d i l o b a ' 10 8' H T . CO N T . MA T C H E D , S P E C I M E N 60 ' R O U N D - L O B E D S W E E T G U M LT Li r i o d e n d r o n t u l i p f e r a ' J F S - O z ' 9 8' H T . CO N T . MA T C H E D , S P E C I M E N 55 ' E M E R A L D C I T Y T U L I P T R E E OV Os t r y a v i r g i n i a n a ' J F S - K W 5 ' 7 8' H T . CO N T . MA T C H E D , S P E C I M E N 40 ' A U T U M N T R E A S U R E H O P H O R N B E A M PA Ph i l a d e l p h u s ' S n o w b e l l e ' 12 5 G A L . CO N T . MA T C H E D , S P E C I M E N 4' S N O W B E L L E M O C K O R A N G E 3' o . c . , M U L C H B E D PF Ph y s o c a r p u s o p u l i f o l i a ' J e f a m ' 35 5 G A L . CO N T . MA T C H E D , S P E C I M E N 5' A M B E R J U B I L E E N I N E B A R K 4' o . c . , M U L C H B E D PH Ph y s o c a r p u s o p u l i f o l i a ' R u b y S p i c e ' 22 3 G A L . CO N T . MA T C H E D , S P E C I M E N 4' R U B Y S P I C E N I N E B A R K 4' o . c . , M U L C H B E D PL Pi n u s f l e x i l i s ' V a n d e r w o l f ' s P y r a m i d ' 6 7' H T . CO N T . MA T C H E D , S P E C I M E N 30 ' V A N D E R W O L F ' S P Y R A M I D L I M B E R P I N E 10 ' o . c . PO A Po t e n t i l l a f r u t i c o s a ' A b b o t s w o o d ' 35 3 G A L . CO N T . MA T C H E D , S P E C I M E N 3' A B B O T S W O O D P O T E N T I L L A 2. 5 ' o . c . , M U L C H B E D PO F Po t e n t i l l a f r u t i c o s a ' F a r g o ' 18 3 G A L . CO N T . MA T C H E D , S P E C I M E N 3' D A K O T A S U N S P O T P O T E N T I L L A 3' o . c . , M U L C H B E D PS Ps e u d o t s u g a m e n z i e s i i g l a u c a 11 7' H T . CO N T . MA T C H E D , S P E C I M E N 50 ' D O U G L A S F I R 12 ' o . c . I N B U F F E R QM Qu e r c u s m a c r o c a r p a ' J F S - K W 3 ' 13 8' H T . CO N T . MA T C H E D , S P E C I M E N 55 ' U R B A N P I N N A C L E O A K RA Rh u s a r o m a t i c a ' G r o - L o w ' 58 3 G A L . CO N T . MA T C H E D , S P E C I M E N 2' G R O - L O W F R A G R A N T S U M A C 6' o . c . , M U L C H B E D RF Ru d b e c k i a f u l g i d a v a r . s u l l i v a n t i i 82 1 G A L . CO N T . MA T C H E D , S P E C I M E N 1. 2 5 ' L I T T L E G O L D S T A R B L A C K - E Y E D S U S A N 14 " o . c . , M U L C H B E D SB Sc h i z a c h y r i u m s c o p a r i u m ' P r a i r i e B l u e s ' 16 1 G A L . CO N T . MA T C H E D , S P E C I M E N , M U L C H B E D 3' P R A I R I E B L U E S L I T T L E B L U E S T E M LO C . A S D I M E N S I O N E D ; 2 ' o . c . VB Vi b u r n u m x b o d n a n t e n s e ' D a w n ' 10 5 G A L . CO N T . MA T C H E D , S P E C I M E N 8' B O D N A N T V I B U R N U M 5' o . c . , M U L C H B E D VC Vi b u r n u m c a r l e s i i ' S M V C B ' 21 3 G A L . CO N T . MA T C H E D , S P E C I M E N 4' S P I C E B A B Y V I B U R N U M 4' o . c . , M U L C H B E D VP Vi b u r n u m p r u n i f o l i u m 35 6' H T . CO N T . MA T C H E D , S P E C I M E N 25 ' B L A C K H A W V I B U R N U M TR E E F O R M WE We i g e l a f l o r i d a ' E l v e r a ' 64 3 G A L . CO N T . MA T C H E D , S P E C I M E N , M U L C H B E D 2' M I D N I G H T W I N E W E I G E L A 2. 2 5 ' o . c . WR Ca l a m a g r o s t i s a c u t i f l o r a ' K a r l F e o r s t e r ' 10 5 1 G A L . CO N T . MA T C H E D , S P E C I M E N , M U L C H B E D 4' K A R L F O E R S T E R F E A T H E R R E E D G R A S S 2. 5 ' o . c . , M U L C H B E D Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 LANDSCAPING.dwg, 6/24/2025 1:50:31 PM, ltwiford, 1:1 NO PA R K I N G NO PA R K I N G NO PA R K I N G LOT 8 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 LANDSCAPING.dwg, 6/24/2025 1:50:40 PM, ltwiford, 1:1 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N MARK Botanical name QUAN.SIZE ROOT REMARKS MATURE COMMON NAME TYPE HEIGHT AM Allium 'Millenium'348 SP #5 CONT.MATCHED, SPECIMEN, MULCH BED, 15" o.c.2 MILLENIUM ORNAMETAL ONION 9.5' FROM EAST CURB OR POOL WALL AR Ajuga reptans 'Binblaska'188 6" POT CONT.MATCHED, SPECIMEN BLACK SCALLOP BUGLEWEED MULCH BED, 12" o.c. BP Betula populifolia 'Whitespire Senior'6 1.5" CAL.CONT.MATCHED, SPECIMEN 30' WHITESPIRE BIRCH 3 STEM MIN. BR Buxus 'Green Gem'54 3 GAL.CONT.MATCHED, SPECIMEN, MULCH BED 3' GREEN GEM BOXWOOD 36" o.c., 4'7" FROM WALK CA Calamagrostis x acutiflora 'Karl Foerster'73 1 GAL.CONT.MATCHED, SPECIMEN, MULCH BED 3' KARL FOERSTER GRASS 2.5' o.c. U.N.O., 18" FROM WALK CD Coreopsis 'Daybreak'236 1 GAL.CONT.MATCHED, SPECIMEN, MULCH BED 2' DAYBREAK COREPOSIS 12" o.c., 12" FROM CURB HB Helitotrichon sempervirens 215 2 GAL.CONT.MATCHED, SPECIMEN, MULCH BED 3' BLUE OAT GRASS 21" o.c., 4.5' FROM EAST CURB OR POOL WALL HH Hemerocallis 'Happy Returns'112 SP #5 CONT.MATCHED, SPECIMEN, MULCH BED 2' HAPPY RETURNS DAYLILY 18" o.c., 18" FROM WALK, 9" FROM EDGER MG Miscanthus sinensis 'Gracillimus'16 2 GAL.CONT.MATCHED, SPECIMEN 5' MAIDEN GRASS 4' o.c., MULCH BED MR Miscanthus sinensis 'Rigoletto''13 2 GAL.CONT.MATCHED, SPECIMEN 5' RIGOLETTO SILVER GRASS 3' o.c., MULCH BED PA Picea abies 'Cupressina'7 7' HT.CONT.MATCHED, SPECIMEN 25' COLUMNAR NORWAY SPRUCE 4.75' o.c., MULCH BED PP Picea pungens 'Totem Pole'6 4' HT.CONT.MATCHED, SPECIMEN 15' TOTEM POLE COLORADO SPRUCE 3' o.c., MULCH BED PT Pinus cembra 'Chalet'6 4' HT.CONT.MATCHED, SPECIMEN 15' CHALET SWISS MOUNTAIN PINE 3' o.c., MULCH BED PV Pinus mugo 'Slowmound'17 5 GAL.CONT.MATCHED, SPECIMEN SLOWMOUND MUGO PINE 3.5' o.c., MULCH BED QB Quercus bicolor 'Bonnie and Mike'11 1.5" CAL.CONT.MATCHED, SPECIMEN 40' BEACON OAK AS DIMENSIONED SB Spirea betulifolia 'Tor'148 3 GAL.CONT.MATCHED, SPECIMEN, MULCH BED 3' TOR BIRCH LEAF SPIREA 2.25' o.c., 1.5' FROM EAST CURB OR POOL WALL SN Heuchera 'Berry Timeless'93 1 GAL.CONT.MATCHED, SPECIMEN, MULCH BED 1' BERRY TIMELESS CORALBELLS 15" o.c., 8" FROM WALK TM Taxus x media 'Taunton'19 5 GAL.CONT.MATCHED, SPECIMEN TAUNTON YEW 3.5' o.c., MULCH BED TO Thuja occidentalis 'Smaragd'6 10 GAL.CONT.MATCHED, SPECIMEN, MULCH BED 14' EMERALD GREEN ARBORVITAE 3.5' o.c., 2' FROM MOAT VC Viburnum carlesii 'SMVCB'16 3 GAL.CONT.MATCHED, SPECIMEN, MULCH BED 5' SPICE BABY VIBURNUM 3' o.c., 2.5' FROM WALK VP Viburnum prunifolium 8 15 GAL.CONT.MATCHED, SPECIMEN, MULCH BED 25' BLACKHAW VIBURNUM 14.15' o.c., 6' FROM EAST CURB, TREE FORM Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 LANDSCAPING LIFESTYLE.dwg, 6/24/2025 1:52:10 PM, ltwiford, 1:1 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 LANDSCAPING LIFESTYLE.dwg, 6/24/2025 1:52:20 PM, ltwiford, 1:1 NO PARKING NO PARKING CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 LANDSCAPING LIFESTYLE.dwg, 6/24/2025 1:52:30 PM, ltwiford, 1:1 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 LANDSCAPING LIFESTYLE.dwg, 6/24/2025 1:52:41 PM, ltwiford, 1:1 NO PA R K I N G NO PA R K I N G CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 FOUNTAIN.dwg, 6/24/2025 1:53:38 PM, ltwiford, 1:1 NO PARK I N G NO PARK I N G NOPARK I N G NOPARKING NOPARKIN G NOPARKIN G SUITE 1 100 SUITE 2 200 SPRIN K L E R 300 NOPARK I N G NOPARK I N GNOPARKIN G NOPARK I N GNOPARKIN G NOPARK I N GNO PARK I N G NOPARK I N G NOPARKING LOT 2 EX 30' SETBACK PRIVATE DRIVE PROPOSED TRASH ENCLOSURE PROP O S E D 3 0 . 5 ' X 8 5 . 8 5 ' B U I L D I N G 2,88 0 S F FFE = 1 0 4 8 . 5 0 EM CO CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N · · · · · · · · · · · · · · · · · · · · Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 SWPPP.dwg, 6/24/2025 1:55:17 PM, ltwiford, 1:1 NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PARKING NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G PRIVATE DRIVE CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 SWPPP.dwg, 6/24/2025 1:55:26 PM, ltwiford, 1:1 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Q:\A-FILES\A-2200\A2212\_C3D Drawings\Construction Documents\Site Plan\A2212 SWPPP.dwg, 6/24/2025 1:55:36 PM, ltwiford, 1:1 LO T 812.30 AC. T R R S U IT E 1100S U IT E 2200 S PR IN K LER300 2 1 . 8 4 ' NOPARKI NG NOPARKING NOPARKI NG NOPARKING NOPARKING NOPARKI NG NOPARKING 1500-2500 TX NOPARKING T T T T T T T T NOPARKI NG NOPARKI NG NOPARKI NG NOPARKING NOPARK I N G NOPARKING NOPARKIN G NOPARKI N G 11.77' 29.71' 14. 2 2 ' 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS AND OTHER DISCIPLINES DOCUMENTS. 2. ALL CONDUIT RUNS & SERVICE LINES SHALL BE GROUPED TOGETHER IN A NEAT & ORDERLY MANNER AND SHOULD PENETRATE THE WALL AT THE LOWEST POINT AND ARE NOT TO RUN OVER THE TOP OF PARAPET. ALL OTHER CONDUITS & JUNCTION BOXES FOR EXTERIOR FIXTURES & EQUIPMENT SHALL BE FULLY CONCEALED WITHIN THE BUILDING CONSTRUCTION. 3. ALL HORIZONTAL TRANSITIONS BETWEEN DIFFERENT MATERIALS SHALL BE FLASHED CONTINUOUS FROM UP BEHIND UPPER MATERIAL AND EXTEND OVER TO EXTERIOR FACE OF LOWER MATERIAL WITH DRIP EDGE. 4. ANY RETURNS OR BLIND ELEVATIONS NOT SHOWN SHALL BE SIMILAR IN MATERIAL AND MAKEUP TO ADJACENT CONDITIONS OR OTHER SIMILAR CONDITIONS. 5. NO EXPOSED MASONRY/MATERIAL CORES. MASONRY RETURNS AT WINDOWS/OPENINGS ARE REQUIRED IF FRAMING IS NOT DEEP ENOUGH TO PROVIDE CLOSURE AT THE BACKSIDE OF MASONRY FOR AN EFFECTIVELY SEALED JOINT. 6. MATERIALS ABOVE CANOPIES & AWNINGS TO BE CONTINUED DOWN BEHIND THEM U.O.N., TYP. 7. INSTALL VERTICAL EXPANSION JOINTS PER STRUCTURAL OR MINIMAL AT COLUMN/GRID LINES AND AT THE HEAD OF DOOR JAMBS/OPENINGS OR AS OTHERWISE NOTED OR WHERE REQUIRED PER STANDARD MATERIAL PRACTICE TO REDUCE STRESS CRACKING. NO CONTROL JOINT/EXPANSION JOINT AT MAIN STRUCTURAL BEARING LOCATIONS. VERIFY JOINTS WITH ARCHITECT. 8. CAULK & SEAL ALL TRANSITION-CONTROL-EXPANSION AT ALL EXTERIOR MATERIALS. 9. INSULATE AND SEAL TO ENSURE ADEQUATE AIR INFILTRATION BARRIER AROUND ALL EXTERIOR PENETRATIONS TO PREVENT WATER AND SPRINKLER PIPE FREEZING. 10. WHERE EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF PAVING TO BE 1/4" LOWER THAN INTERIOR FINISH FLOOR, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. WHERE DOOR STOOP, 48" OUT FROM DOOR 1:48(2%) MAX. SLOPE, AFTER 48" AWAY FROM DOOR 1:20(5%) MAXIMUM SLOPE TO PUBLIC WAY. (REFER TO CIVIL) 11. WHERE NO EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF FINISHED LANDSCAPE A MINIMUM OF 4" BELOW INTERIOR FINISH FLOOR AND 4” BELOW EXTERIOR WALL FLASHING/WEEPS, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. (REFER TO CIVIL) 12. ADDRESS SHALL BE PROVIDED ON STREET SIDE OF BUILDING AND ON MONUMENT SIGN. NUMBERS A MINIMUM 5 INCH CONTRASTING COLOR NUMBERS WITH MINIMUM 1/2" STROKE. 13. IF ANY SIGNAGE OR SIGN BASE IS SHOWN IT IS FOR REFERENCE ONLY, FINAL DESIGNS AND/OR ALLOWANCES SHALL BE DETERMINED WITH APPROVED SIGNAGE PERMIT(S). ACTUAL DETAILS & DIMENSIONS MAY VARY AND ARE SUBJECT TO CHANGE. ALL DRAWINGS ARE SUBJECT TO AUTHORITY HAVING JURISDICTION APPROVAL. SIGNAGE SHOWN DOES NOT REPRESENT ALLOWABLE SIGNAGE PERMITTING/APPROVAL OF ALL SIGNAGE PER CURRENT CITY ORDINANCE BY OTHERS. GENERAL EXTERIOR ELEVATION NOTES MISC EXTERIOR MATERIAL FINISHES TYPICAL U.O.N. • EXPOSED CONCRETE: GRIND SMOOTH & RUB/COAT WITH CEMENT SLURRY. • BOLLARDS: CONCRETE FILLED STEEL BOLLARDS PAINTED SAFETY YELLOW. • EXPOSED LINTELS: GALVANIZED & PAINTED TO MATCH ADJACENT MATERIAL ABOVE. • FASCIA & SOFFIT: METAL PREFINISHED. • SCUPPERS, GUTTERS & DOWNSPOUTS: METAL PREFINISHED TO MATCH ADJ. MATERIAL. • CAULKS & SEALANTS: COLOR MATCHED TO ADJACENT MATERIAL. • HOLLOW METAL MAN DOORS & FRAMES: PAINTED TO MATCH ADJACENT MATERIAL. • LOUVERS: METAL PRE-FINISHED TO MATCH ADJACENT MATERIAL COLOR. FINISH FLOOR 100' - 0" PARAPET 124' - 0" PARAPET, 126' - 4" BR-1 CL-3 CP-1 CMU-1 12 ' - 0 " CLEAR HEIGHT 116' - 0" BR-2 EF-2 EF-1 CL-4 CMU-2 CMU-1 CP-1 CL-4 EF-2 BR-2 CMU-2 SP-1 SF-1 BR-2 CMU-1 EF-2 CP-1 SF-1 SF-1 SF-1 CP-1 CP-1 CL-5 SF-1 VIS CP-1 EF-2 VIS SF-1AWN-2 CMU-2 CL-2 SF-1 VIS 100A 200A 30 0 A 400A 500A 60 0 A 700A 800A CMU-1 AWN-2 BR-2 AWN-1 PARAPET HT 123' - 4" PREFAB SLAT- STYLE AWNING MASONRY CONTROL JOINT, TYP.TRELLIS FINISH FLOOR 100' - 0" PARAPET, 126' - 4" PARAPET HT. 122' - 0" CP-1 CLEAR HEIGHT 116' - 0" CMU-4 EF-1 CP-1 CMU-1 EF-2 CMU-1 BR-2 BR-1 CL-3 CMU-2 VIS CMU-2 EF-3 CP-1 PARAPET HT 123' - 4" MASONRY CONTROL JOINT, TYP. CP-1 7 FINISH FLOOR 100' - 0" PARAPET HT. 122' - 0" CP-1 CLEAR HEIGHT 116' - 0" CMU-2 CMU-4 CL-2 PARAPET HT 123' - 4" MASONRY CONTROL JOINT, TYP. EF-3 CP-1 CL-2 VIS SF-1TRELLIS 7 FINISH FLOOR 100' - 0" PARAPET HT. 122' - 0" CP-1 CLEAR HEIGHT 116' - 0" CMU-4 CMU-2 EF-3 CP-1 80 0 B 70 0 B 60 0 B 01 0 50 0 B 40 0 B 30 0 B 20 0 B 10 0 B 4' - 0 " 1 4 ' - 0 " 4 ' - 0 " MASONRY CONTROL JOINT, TYP. 4' - 0" 7 PROJECT SITE Sheet No. Sheet Title Proj. No.Proj. Mgr. Th i s d r a w i n g h a s b e e n p r e p a r e d b y th e A r c h i t e c t , o r u n d e r t h e Ar c h i t e c t ' s d i r e c t s u p e r v i s i o n . T h i s dr a w i n g i s p r o v i d e d a s a n in s t r u m e n t o f s e r v i c e b y t h e De s i g n e r / A r c h i t e c t a n d i s i n t e n d e d fo r u s e o n t h i s p r o j e c t o n l y . A n y re p r o d u c t i o n , u s e , o r d i s c l o s u r e o f in f o r m a t i o n c o n t a i n e d h e r e i n wit h o u t t h e p r i o r w r i t t e n c o n s e n t o f th e A r c h i t e c t i s s t r i c t l y p r o h i b i t e d . (C ) C o p y r i g h t 2 0 2 1 b y S i m o n s o n & As s o c i a t e s A r c h i t e c t s , L . L . C . FO R A P P R O V A L SAA F: \ 2 0 1 9 \ 1 9 0 4 9 W a u k e e T o w n e C e n t e r , W a u k e e , I A \ 1 9 0 4 9 D L i f e s t y l e C e n t e r @ W a u k e e T o w n C e n t e r \ C A D - A r c h \ 1 9 04 9 D W a u k e e T o w n e C e n t e r - l i f e s t y l e c e n t e r 1 . r v t 6/ 3 0 / 2 0 2 5 1 1 : 5 2 : 0 7 A M LI F E S T Y L E C E N T E R # 1 10 0 0 S E L A U R E L S T . WA U K E E T O W N E C E N T E R WA U K E E , I A 19049 A-201 EXTERIOR ELEVATIONS TKW EXTERIOR MATERIAL LEGEND MAT. LABEL MATERIAL DESCRIPTION AWN-1 PREFINISHED METAL AWNING: FINISH: CLEAR ANODIZED. MAPED SUPER LUMIDECK FLAT SOFFITT OR APPROVED EQUAL. AWN-2 PREFINISHED METAL AWNING, HANGER RODS WHERE SHOWN. FINISH: BLACK. MAPES SUPER LUMIDECK OR APPROVED EQUAL. BR-1 MODULAR SIZE BRICK, RUNNING BOND, FINISH: BLACK. MFR: GLEN GERY BRICK VINTAGE BLACK VELOUR W/ COLORED MORTAR OR APPROVED EQUAL. BR-2 MODULAR SIZE BRICK, RUNNING BOND, FINISH: OFF-W HITE. MFR: GLEN GERY BRICK MORNING DOVE W/ COLORED MORTAR OR APPROVED EQUAL. CL-2 METAL CORRUGATED CLADDING,FINISH: CHARCOAL GRAY. MFR: MAC METAL MS380 CORRUGAGED OR APPROVED EQUAL. CL-3 METAL CLADDING, PANEL SIZE: NOMINAL 6" EXPOSURE. FINISH: FAUX WOOD, LIGHT. MFR:. MAC METALS HARRYWOOD PLUS, COLOR: CORK. ALTERNATE: NICHIHA VINTAGEWOOD SPRUCE OR APPROVED EQUAL. CL-4 METAL CLADDING TILE, PANEL SIZE: 12"x24" VERT. MFR: MAC METAL BLOCK,VERTICAL RUNNING BOND, FINISH: FAUX COPPER OR APPROVED EQUAL. CL-5 METAL SLAT SYSTEM, MFR.: LONGBOARD LINK & LOCK PLANKS, FINISH: CHARCOAL GRAY. CMU-1 CONCRETE MASONRY UNIT, COURSE SIZE: 12"X24",RUNNING BOND, FINISH: OFF-WHITE. MFR: ROCKCAST/READING ROCK, BUR RIDGE, SMOOTH. CMU-2 SPLIT-FACE CONCRETE MASONRY UNIT, COURSE SIZE: 8"X16", RUNNING BOND. FINISH: BLACK. MFR: ROCKCAST/READING ROCK, SHADOW, SPLIT. CMU-3 N/A CMU-4 CONCRETE MASONRY UNIT, COURSE SIZE: 8"X16",RUNNING BOND, FINISH: OFF-WHITE. MFR: ROCKCAST/READING ROCK, CRYSTAL WHITE, SMOOTH. CP-1 METAL COPING: PREFINISHED BRAKE METAL; FINISH: FIRESTONE CHARCOAL GRAY OR EQUAL. EF-1 EIFS FINISH SYSTEM. SANDPEBBLE TEXTURE. FINISH: OFF-WHITE. EF-2 EIFS FINISH SYSTEM. SANDPEBBLE TEXTURE. FINISH: DARK GRAY. EF-3 EIFS FINISH SYSTEM. SANDPEBBLE TEXTURE. FINISH: LIGHT GRAY. RF-1 N/A SF-1 T.B. ALUMINUM STOREFRONT FRAMING: FINISH: BLACK. SP-1 1” INSULATED OPAQUE SPANDREL GLASS: COLOR TO MATCH VIS1 GLASS TRELLIS Painted Steel - Black VIS 1” INSULATED VISION GLASS. FINISH: CLEAR W/ LOW E COATING SCALE:3/32" = 1'-0"1 EAST ELEVATION SCALE:3/32" = 1'-0"2 NORTH ELEVATION SCALE:3/32" = 1'-0"3 SOUTH ELEVATION SCALE:3/32" = 1'-0"4 WEST ELEVATION MASONRY CONTROL JOINT, TYP.) 6 Re v . # I s s u e / R e v i s i o n D a t e 1 P R E L I M I N A R Y P R I C I N G 0 9 - 3 0 - 2 0 2 2 2 E X H I B I T D - 1 1 0 - 2 5 - 2 0 2 2 3 R E V I S E D P R E L I M I N A R Y P R I C I N G S E T 0 1 - 0 4 - 2 0 2 3 4 E X T E R I O R E L E V A T I O N S U B M I T T A L 0 5 - 2 1 - 2 0 2 5 5 I S S U E D F O R P R I C I N G 0 5 - 2 3 - 2 0 2 5 6 I S S U E D F O R P E R M I T 0 6 - 0 9 - 2 0 2 5 7 R E V I S E D F O R A P P R O V A L 0 7 - 0 3 - 2 0 2 5 8 E X T E R I O R E L E V A T I O N S U B M I T T A L 0 6 - 3 0 - 2 0 2 5 TOTAL WALL SQUARE FOOTAGE: EAST WALL: 5,948 SF DOORS/GLAZING: 2,352 SF (40%) COMPOSITE CLADDING: 1,075 SF (18%) EIFS: 529 SF (9%) ARCHITECTURAL METAL CLADDING: 385 SF (6%) MASONRY: 1,607 SF (27%) SOUTH WALL: 2,254 SF DOORS/GLAZING: 544 SF (24%) ARCHITECTURAL METAL CLADDING: 609 SF (27%) EIFS: 199 (9%) MASONRY: 902 SF (40%) NORTH WALL: 1,913 SF DOORS/GLAZING: 144 SF (8%) EIFS: 415 SF (22%) MASONRY: 1,354 SF (71%) WEST WALL: 5,271 SF DOORS/GLAZING: 220 SF (4%) EIFS: 959 SF (18%) MASONRY: 4,092 SF (78%) EXTERIOR MATERIAL PERCENTAGES SITE KEY PLAN 7 1. ALL INTERIOR GYP BOARD SHOWN ON EXTERIOR WALLS TO BE BY TENANT AT TENANT IMPROVEMENT PHASE. 2. ALL ALUMINUM STOREFRONT SHOWN TO BE BY TENANT AT TENANT IMPROVEMENT PHASE. 3. ALL AWNINGS AND CANOPIES SHOWN TO BE BY TENANT AT TENANT IMPROVEMENT PHASE. TENANT RESPONSIBILITY NOTES7 LO T 812.30 AC. T R R SUI TE 11 00SUI TE 22 00 SPRIN KLER3 00 21. 8 4 ' NOPARKI NG NOPARKING NOPARKI NG NOPARKING NOPARKING NOPARKI NG NOPARKING 1500- 2500 TX NOPARKING T T T T T T T T NOPARKI NG NOPARKI NG NOPARKI NG NOPARKING NOPARKIN G NOPARKING NOPARK I N G NOPARKI N G 11.77' 29.71' 14.22 ' 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS AND OTHER DISCIPLINES DOCUMENTS. 2. ALL CONDUIT RUNS & SERVICE LINES SHALL BE GROUPED TOGETHER IN A NEAT & ORDERLY MANNER AND SHOULD PENETRATE THE WALL AT THE LOWEST POINT AND ARE NOT TO RUN OVER THE TOP OF PARAPET. ALL OTHER CONDUITS & JUNCTION BOXES FOR EXTERIOR FIXTURES & EQUIPMENT SHALL BE FULLY CONCEALED WITHIN THE BUILDING CONSTRUCTION. 3. ALL HORIZONTAL TRANSITIONS BETWEEN DIFFERENT MATERIALS SHALL BE FLASHED CONTINUOUS FROM UP BEHIND UPPER MATERIAL AND EXTEND OVER TO EXTERIOR FACE OF LOWER MATERIAL WITH DRIP EDGE. 4. ANY RETURNS OR BLIND ELEVATIONS NOT SHOWN SHALL BE SIMILAR IN MATERIAL AND MAKEUP TO ADJACENT CONDITIONS OR OTHER SIMILAR CONDITIONS. 5. NO EXPOSED MASONRY/MATERIAL CORES. MASONRY RETURNS AT WINDOWS/OPENINGS ARE REQUIRED IF FRAMING IS NOT DEEP ENOUGH TO PROVIDE CLOSURE AT THE BACKSIDE OF MASONRY FOR AN EFFECTIVELY SEALED JOINT. 6. MATERIALS ABOVE CANOPIES & AWNINGS TO BE CONTINUED DOWN BEHIND THEM U.O.N., TYP. 7. ANY EXPOSED ROOFING MEMBRANE VISIBLE FROM A PUBLIC RIGHT AWAY MUST MATCH THE PRIMARY WALL MATERIAL COLOR. 8. INSTALL VERTICAL EXPANSION JOINTS PER STRUCTURAL OR MINIMAL AT COLUMN/GRID LINES AND AT THE HEAD OF DOOR JAMBS/OPENINGS OR AS OTHERWISE NOTED OR WHERE REQUIRED PER STANDARD MATERIAL PRACTICE TO REDUCE STRESS CRACKING. NO CONTROL JOINT/EXPANSION JOINT AT MAIN STRUCTURAL BEARING LOCATIONS. VERIFY JOINTS WITH ARCHITECT. 9. CAULK & SEAL ALL TRANSITION-CONTROL-EXPANSION AT ALL EXTERIOR MATERIALS. 10. INSULATE AND SEAL TO ENSURE ADEQUATE AIR INFILTRATION BARRIER AROUND ALL EXTERIOR PENETRATIONS TO PREVENT WATER AND SPRINKLER PIPE FREEZING. 11. WHERE EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF PAVING TO BE 1/4" LOWER THAN INTERIOR FINISH FLOOR, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. WHERE DOOR STOOP, 48" OUT FROM DOOR 1:48(2%) MAX. SLOPE, AFTER 48" AWAY FROM DOOR 1:20(5%) MAXIMUM SLOPE TO PUBLIC WAY. (REFER TO CIVIL) 12. WHERE NO EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF FINISHED LANDSCAPE A MINIMUM OF 4" BELOW INTERIOR FINISH FLOOR AND 4” BELOW EXTERIOR WALL FLASHING/WEEPS, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. (REFER TO CIVIL) 13. ADDRESS SHALL BE PROVIDED ON STREET SIDE OF BUILDING AND ON MONUMENT SIGN. NUMBERS A MINIMUM 5 INCH CONTRASTING COLOR NUMBERS WITH MINIMUM 1/2" STROKE. 14. IF ANY SIGNAGE OR SIGN BASE IS SHOWN IT IS FOR REFERENCE ONLY, FINAL DESIGNS AND/OR ALLOWANCES SHALL BE DETERMINED WITH APPROVED SIGNAGE PERMIT(S). ACTUAL DETAILS & DIMENSIONS MAY VARY AND ARE SUBJECT TO CHANGE. ALL DRAWINGS ARE SUBJECT TO AUTHORITY HAVING JURISDICTION APPROVAL. SIGNAGE SHOWN DOES NOT REPRESENT ALLOWABLE SIGNAGE PERMITTING/APPROVAL OF ALL SIGNAGE PER CURRENT CITY ORDINANCE BY OTHERS. GENERAL EXTERIOR ELEVATION NOTES TYPICAL U.O.N. • EXPOSED CONCRETE: GRIND SMOOTH & RUB/COAT WITH CEMENT SLURRY. • BOLLARDS: CONCRETE FILLED STEEL BOLLARDS PAINTED SAFETY YELLOW. • EXPOSED LINTELS: GALVANIZED & PAINTED TO MATCH ADJACENT MATERIAL ABOVE. • METAL RAILINGS: GALVANIZED & PAINTED TO MATCH ADJACENT MATERIAL. • FASCIA & SOFFIT: METAL PREFINISHED TO MATCH ADJACENT ROOF COLOR. • SCUPPERS, GUTTERS & DOWNSPOUTS: METAL PREFINISHED TO MATCH ADJ. MATERIAL. • CAULKS & SEALANTS: COLOR MATCHED TO ADJACENT MATERIAL. • HOLLOW METAL MAN DOORS & FRAMES: PAINTED TO MATCH ADJACENT MATERIAL. • OVERHEAD PANEL DOORS: METAL PRE-FINISHED TO MATCH ADJACENT MATERIAL. • LOUVERS: METAL PRE-FINISHED TO MATCH ADJACENT MATERIAL COLOR. • LIGHT FIXTURES: METAL PRE-FINISHED HOUSINGS TO MATCH ADJ. OPENING FRAMING. • MECHANICAL EQUIPMENT: IF NOT SCREENED, COLOR TO MATCH ADJACENT MATERIAL. • EXTERIOR UTILITY EQUIPMENT: IF ALLOWED, PAINTED TO MATCH ADJACENT MATERIAL. MISC EXTERIOR MATERIAL FINISHES FINISHED FLOOR 0" CLEAR HEIGHT 14' - 0" PARAPET HT 3 20' - 0" CL-1 CP-1 CMU-2 VIS SF-1 CMU-3VISAWN-1 PARAPET 19' - 0" PARAPET HT 1 26' - 0" PARAPET HT 2 23' - 0" GLASS HEIGHT 10' - 0" VIS SF-1 CMU-3 CP-1 SF-1 VIS CMU-3 SF-1VISEXTERIOR TV SCREEN BR-1 CL-2 FINISHED FLOOR 0" CLEAR HEIGHT 14' - 0" PARAPET HT 3 20' - 0" PARAPET 19' - 0" PARAPET HT 2 23' - 0" GLASS HEIGHT 10' - 0" CMU-3VISSF-1 CL-1 CP-1 BR-1 CL-2 FINISHED FLOOR 0" PARAPET HT. 18' - 0" CLEAR HEIGHT 14' - 0" PARAPET HT 3 20' - 0"PARAPET 19' - 0" PARAPET HT 1 26' - 0" GLASS HEIGHT 10' - 0" CMU-3 CP-1 AWN-1 CL-2 VIS SF-1CMU-3 VIS SF-1CMU-3 CL-2 CL-2 CP-1 CMU-3 CL-2 CP-1 TRELLIS CL-1 CP-1 CP-1 PREFINISHED ALUMINUM RAILING FINISHED FLOOR 0" PARAPET HT. 18' - 0" CLEAR HEIGHT 14' - 0" PARAPET 19' - 0" PARAPET HT 2 23' - 0" CMU-3 SCUPPER & DOWNSPOUT, TYP. OVERFLOW SCUPPER, TYP. CMU-2 CP-1 CMU-3 CL-2 CP-1 CL-1 CP-1 TRELLIS PREFINISHED ALUMINUM RAILINGVIS SF-1 BR-1 PROJECT SITE Sheet No. Sheet Title Proj. No.Proj. Mgr. Th i s d r a w i n g h a s b e e n p r e p a r e d b y th e A r c h i t e c t , o r u n d e r t h e Ar c h i t e c t ' s d i r e c t s u p e r v i s i o n . T h i s dr a w i n g i s p r o v i d e d a s a n in s t r u m e n t o f s e r v i c e b y t h e De s i g n e r / A r c h i t e c t a n d i s i n t e n d e d fo r u s e o n t h i s p r o j e c t o n l y . A n y re p r o d u c t i o n , u s e , o r d i s c l o s u r e o f in f o r m a t i o n c o n t a i n e d h e r e i n wit h o u t t h e p r i o r w r i t t e n c o n s e n t o f th e A r c h i t e c t i s s t r i c t l y p r o h i b i t e d . (C ) C o p y r i g h t 2 0 2 2 b y S i m o n s o n & As s o c i a t e s A r c h i t e c t s , L . L . C . NO T F O R C O N S T R U C T I O N SAA F: \ 2 0 1 9 \ 1 9 0 4 9 W a u k e e T o w n e C e n t e r , W a u k e e , I A \ 1 9 0 4 9 B 3 0 H o p \ C A D - A r c h \ 1 9 0 4 9 B 3 0 H o p M u l t i T e n a n t - R 2 4 . r v t 6/ 3 0 / 2 0 2 5 1 1 : 5 6 : 4 2 A M WT C B U I L D I N G R - 2 Wa u k e e T o w n e C e n t e r WA U K E E , I O W A 19049B A-201 EXTERIOR ELEVATIONS TKW EXTERIOR MATERIAL LEGEND MAT. LABEL MATERIAL DESCRIPTION AWN-1 PREFINISHED HORIZONTAL METAL AWNING. FINISH: CHARCOAL GRAY. BR-1 4" FACE BRICK, DARK GRAY CL-1 COMPOSITE/METAL CLADDING, PANEL SIZE: TBD. FINISH: LIGHT GRAY. CL-2 COMPOSITE CLADDING, NICHIHA ILLUMINATION 18"x72", COLOR: GRAPHITE. CMU-1 4"x8"x16" SPLIT FACE CMU, VERTICAL JOINTS STAGGERED, GROUTED & REINFORCED CELLS (REFER TO STRUCTURAL FOR REINFORCEMENT) CMU-2 4"x8"x16" SPLIT FACE CMU, VERTICAL JOINTS STAGGERED, GROUTED & REINFORCED CELLS (REFER TO STRUCTURAL FOR REINFORCEMENT), COLOR: GRAY CMU-3 4"x8"x16" SPLIT FACE CMU, VERTICAL JOINTS STAGGERED, GROUTED & REINFORCED CELLS (REFER TO STRUCTURAL FOR REINFORCEMENT). COLOR: TAN CP-1 METAL COPING: PREFINISHED BRAK METAL: FINISH: FIRESTONE CHARCOAL GRAY OR EQUAL. SF-1 T.B. ALUMINUM STOREFRONT FRAMING: CLEAR ANODIZED FINISH TRELLIS PREFINISHED ALUMINUM TRELLIS VIS 1” INSULATED VISION GLASS: CLEAR W/ LOW E COATING SCALE:1/8" = 1'-0"1 EAST ELEVATION SCALE:1/8" = 1'-0"2 NORTH ELEVATION SCALE:1/8" = 1'-0"3 SOUTH ELEVATION SCALE:1/8" = 1'-0"4 WEST ELEVATION Re v . # I s s u e / R e v i s i o n D a t e 1 P R E L I M I N A R Y 0 7 - 1 7 - 2 0 2 4 2 E X T E R I O R E L E V A T I O N S U B M I T T A L 0 6 - 3 0 - 2 0 2 5 TOTAL WALL SQUARE FOOTAGE: EAST WALL: 4,758 SF DOORS/GLAZING: 1,201 SF (25%) COMPOSITE CLADDING: 1,218 SF (26%) MASONRY: 2,340 SF (49%) SOUTH WALL: 1,932 SF DOORS/GLAZING: 727 SF (38%) COMPOSITE CLADDING: 812 SF (42%) MASONRY: 390 SF (20%) NORTH WALL: 1,900 SF DOORS/GLAZING: 240 SF (13%) COMPOSITE CLADING: 54 SF (3%) MASONRY: 1,605 SF (84%) WEST WALL: 3,647 SF DOORS/GLAZING: 661 SF (18%) COMPOSITE CLADDING: 578 SF (16%) MASONRY: 2,408 SF (66%) EXTERIOR MATERIAL PERCENTAGES SITE KEY PLAN LO T 812.30 AC. T R R SUI TE 11 00SUI TE 22 00 SPRIN KLER3 00 21. 8 4 ' NOPARKI NG NOPARKING NOPARKI NG NOPARKING NOPARKING NOPARKI NG NOPARKING 1500- 2500 TX NOPARKING T T T T T T T T NOPARKI NG NOPARKI NG NOPARKI NG NOPARKING NOPARK I N G NOPARKING NOPARKIN G NOPARKI N G 11.77' 29.71' 14.2 2 ' 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS AND OTHER DISCIPLINES DOCUMENTS. 2. ALL CONDUIT RUNS & SERVICE LINES SHALL BE GROUPED TOGETHER IN A NEAT & ORDERLY MANNER AND SHOULD PENETRATE THE WALL AT THE LOWEST POINT AND ARE NOT TO RUN OVER THE TOP OF PARAPET. ALL OTHER CONDUITS & JUNCTION BOXES FOR EXTERIOR FIXTURES & EQUIPMENT SHALL BE FULLY CONCEALED WITHIN THE BUILDING CONSTRUCTION. 3. ALL HORIZONTAL TRANSITIONS BETWEEN DIFFERENT MATERIALS SHALL BE FLASHED CONTINUOUS FROM UP BEHIND UPPER MATERIAL AND EXTEND OVER TO EXTERIOR FACE OF LOWER MATERIAL WITH DRIP EDGE. 4. ANY RETURNS OR BLIND ELEVATIONS NOT SHOWN SHALL BE SIMILAR IN MATERIAL AND MAKEUP TO ADJACENT CONDITIONS OR OTHER SIMILAR CONDITIONS. 5. NO EXPOSED MASONRY/MATERIAL CORES. MASONRY RETURNS AT WINDOWS/OPENINGS ARE REQUIRED IF FRAMING IS NOT DEEP ENOUGH TO PROVIDE CLOSURE AT THE BACKSIDE OF MASONRY FOR AN EFFECTIVELY SEALED JOINT. 6. MATERIALS ABOVE CANOPIES & AWNINGS TO BE CONTINUED DOWN BEHIND THEM U.O.N., TYP. 7. ANY EXPOSED ROOFING MEMBRANE VISIBLE FROM A PUBLIC RIGHT AWAY MUST MATCH THE PRIMARY WALL MATERIAL COLOR. 8. INSTALL VERTICAL EXPANSION JOINTS PER STRUCTURAL OR MINIMAL AT COLUMN/GRID LINES AND AT THE HEAD OF DOOR JAMBS/OPENINGS OR AS OTHERWISE NOTED OR WHERE REQUIRED PER STANDARD MATERIAL PRACTICE TO REDUCE STRESS CRACKING. NO CONTROL JOINT/EXPANSION JOINT AT MAIN STRUCTURAL BEARING LOCATIONS. VERIFY JOINTS WITH ARCHITECT. 9. CAULK & SEAL ALL TRANSITION-CONTROL-EXPANSION AT ALL EXTERIOR MATERIALS. 10. PROVIDE CAST REGLETS JUST IN FROM THE OUTER EDGE ON UNDERSIDE OF FACE MATERIAL OR DRIP EDGE AT ALL OVERHANGS & SOFFITS. 11. INSULATE AND SEAL TO ENSURE ADEQUATE AIR INFILTRATION BARRIER AROUND ALL EXTERIOR PENETRATIONS TO PREVENT WATER AND SPRINKLER PIPE FREEZING. 12. WHERE EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF PAVING TO BE 1/4" LOWER THAN INTERIOR FINISH FLOOR, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. WHERE DOOR STOOP, 48" OUT FROM DOOR 1:48(2%) MAX. SLOPE, AFTER 48" AWAY FROM DOOR 1:20(5%) MAXIMUM SLOPE TO PUBLIC WAY. (REFER TO CIVIL) 13. WHERE NO EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF FINISHED LANDSCAPE A MINIMUM OF 4" BELOW INTERIOR FINISH FLOOR AND 4” BELOW EXTERIOR WALL FLASHING/WEEPS, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. (REFER TO CIVIL) 14. ADDRESS SHALL BE PROVIDED ON STREET SIDE OF BUILDING AND ON MONUMENT SIGN. NUMBERS A MINIMUM 5 INCH CONTRASTING COLOR NUMBERS WITH MINIMUM 1/2" STROKE. 15. IF ANY SIGNAGE OR SIGN BASE IS SHOWN IT IS FOR REFERENCE ONLY, FINAL DESIGNS AND/OR ALLOWANCES SHALL BE DETERMINED WITH APPROVED SIGNAGE PERMIT(S). ACTUAL DETAILS & DIMENSIONS MAY VARY AND ARE SUBJECT TO CHANGE. ALL DRAWINGS ARE SUBJECT TO AUTHORITY HAVING JURISDICTION APPROVAL. SIGNAGE SHOWN DOES NOT REPRESENT ALLOWABLE SIGNAGE PERMITTING/APPROVAL OF ALL SIGNAGE PER CURRENT CITY ORDINANCE BY OTHERS. GENERAL EXTERIOR ELEVATION NOTES TYPICAL U.O.N. • EXPOSED CONCRETE: GRIND SMOOTH & RUB/COAT WITH CEMENT SLURRY. • BOLLARDS: CONCRETE FILLED STEEL BOLLARDS PAINTED SAFETY YELLOW. • EXPOSED LINTELS: GALVANIZED & PAINTED TO MATCH ADJACENT MATERIAL ABOVE. • METAL STAIRS & RAILINGS: GALVANIZED & PAINTED. • FASCIA & SOFFIT: METAL PREFINISHED. • SCUPPERS, GUTTERS & DOWNSPOUTS: METAL PREFINISHED TO MATCH ADJ. MATERIAL. • CAULKS & SEALANTS: COLOR MATCHED TO ADJACENT MATERIAL. • HOLLOW METAL MAN DOORS & FRAMES: PAINTED TO MATCH ADJACENT MATERIAL. • OVERHEAD PANEL DOORS: METAL PRE-FINISHED TO MATCH ADJACENT MATERIAL. • LOUVERS: METAL PRE-FINISHED TO MATCH ADJACENT MATERIAL COLOR. • LIGHT FIXTURES: METAL PRE-FINISHED HOUSINGS TO MATCH ADJ. OPENING FRAMING. • EXTERIOR UTILITY EQUIPMENT: IF ALLOWED, PAINTED TO MATCH ADJACENT MATERIAL. MISC EXTERIOR MATERIAL FINISHES Level 1 100' - 0" PARAPET F 125' - 4" PARAPET D 124' - 0" PARAPET C 122' - 0" CLEAR HEIGHT 114' - 0" CMU-1 CMU-3 CP-1 CL-3 VIS SP-1 SF-2 EF-1 CP-1 SF-2 BR-1 EF-1 BR-2 CP-1 SF-1 VIS BR-2 SP-1 SF-2 CMU-1 CL-3 CP-1 BR-1 SF-1 SP-1 CL-3 CP-1 BR-2 CP-1 SF-2 VIS Level 1 100' - 0" PARAPET D 124' - 0" PARAPET C 122' - 0" CLEAR HEIGHT 114' - 0" BR-1 CP-1 CL-4 CP-1 CMU-3 SF-2 VIS CMU-3 EF-1 CP-1 SF-1 CL-5 CP-1 CMU-1 BR-2 CMU-1SF-2VIS CMU-3 CP-1AR H A U S PARAPET B 121' - 0" AWN-BL BR-2 EF-1 BR-2 CP-1 VIS SF-2 020A 019A 018A 01 7 A 016A CP-1 BR-3 CMU-1 BR-2 BR-1 Level 1 100' - 0" PARAPET D 124' - 0" PARAPET C 122' - 0" CLEAR HEIGHT 114' - 0" BR-2 PARAPET A 120' - 0" PARAPET G 126' - 0" VIS CP-4 SF-2 AWN-B BR-2 CP-1 BR-2 TR-B CL-5 TR-B TR-BTR-B 01 4 H 01 4 A EF-1 CP-1 VIS SF-2 BR-1 BR-2 CMU-1 01 9 B 01 8 B 02 2 A GTR BR-1 BR-1 CL-1 CP-1 AWN-BL SF-2VIS BR-1 CP-1 Level 1 100' - 0" PARAPET D 124' - 0" CLEAR HEIGHT 114' - 0" PARAPET A 120' - 0" BR-2 CL-5 BR-2 CP-1 CMU-3 CP-1 CMU-1 BR-2 CP-1 CMU-1 SF-2 VIS PARAPET G 126' - 0" BR-1 EF-1 AWN-BL BR-1 CP-1 AWN-B BR-2 CP-4 TR-B 01 4 A 01 5 A 01 6 B Level 1 100' - 0" CLEAR HEIGHT 114' - 0" PARAPET A 120' - 0" PARAPET G 126' - 0" 014A BR-2 CP-4 SP-1 VISSF-2 PROJECT SITE Th i s d r a w i n g h a s b e e n p r e p a r e d b y th e A r c h i t e c t , o r u n d e r t h e Ar c h i t e c t ' s d i r e c t s u p e r v i s i o n . T h i s dr a w i n g i s p r o v i d e d a s a n in s t r u m e n t o f s e r v i c e b y t h e De s i g n e r / A r c h i t e c t a n d i s i n t e n d e d fo r u s e o n t h i s p r o j e c t o n l y . A n y re p r o d u c t i o n , u s e , o r d i s c l o s u r e o f in f o r m a t i o n c o n t a i n e d h e r e i n wit h o u t t h e p r i o r w r i t t e n c o n s e n t o f th e A r c h i t e c t i s s t r i c t l y p r o h i b i t e d . (C ) C o p y r i g h t 2 0 2 1 b y S i m o n s o n & As s o c i a t e s A r c h i t e c t s , L . L . C . Sheet No. Sheet Title Job No.Proj. Mgr. 6/ 3 0 / 2 0 2 5 1 1 : 5 4 : 1 9 A M F: \ 2 0 1 9 \ 1 9 0 4 9 W a u k e e T o w n e C e n t e r , W a u k e e , I A \ 1 9 0 4 9 E B l d g # 2 @ W a u k e e T o w n C e n t e r \ C A D - A r c h \ 1 9 0 4 9 E W T C - L i f e s t y l e 2 . r v t 19049E TKW EXTERIOR ELEVATIONS A-201 LI F E S T Y L E C E N T E R # 2 WA U K E E T O W N E C E N T E R 10 2 0 S E L A U R E L S T . WA U K E E , I O W A EXTERIOR MATERIAL LEGEND MAT. LABEL MATERIAL DESCRIPTION AWN-1 <varies> AWN-B FABRIC AWNING OVER PRE-ENGINEERED ALUMINUM FRAME. FINISH: TENANT SPECIFIC BLUE. AWN-BL PREFINISHED METAL AWNING, HANGER RODS WHERE SHOWN. FINISH: BLACK. MAPES SUPER LUMIDECK OR APPROVED EQUAL. BR-1 MODULAR SIZE BRICK, RUNNING BOND, FINISH: BLACK. MFR: GLEN GERY BRICK VINTAGE BLACK VELOUR W/ COLORED MORTAR OR APPROVED EQUAL. BR-2 MODULAR SIZE BRICK, RUNNING BOND, FINISH: WHITE. MFR: GLEN GERY BRICK MORNING DOVE W/ COLORED MORTAR OR APPROVED EQUAL. BR-3 Common brick CL-1 COMPOSITE CLADDING, PANEL SIZE, FINISH: OFF-WHITE. CL-3 COMPOSITE/METAL CLADDING, PANEL SIZE. FINISH: FAUX WOOD. CL-4 COMPOSITE/METAL CLADDING, PANEL SIZE. FINISH: FAUX COPPER. CL-5 FIBER-CEMENT LAP SIDING. FINISH: OFF-WHITE, SMOOTH. CMU-1 CONCRETE MASONRY UNIT, COURSE SIZE: 12"x24", RUNNING BOND. FINISH: OFF-WHITE. MFR: ROCKCAST/READING ROCK, BUR RIDGE, SMOOTH.. CMU-2 CONCRETE MASONRY UNIT, COURSE SIZE: TBD, RUNNING BOND. FINISH: OFF-WHITE. CMU-3 CONCRETE MASONRY UNIT, COURSE SIZE: TBD, RUNNING BOND. FINISH: LIGHT GRAY.. CP-1 METAL COPING: PREFINISHED BRAKE METAL; FINISH: FIRESTONE CHARCOAL GRAY OR EQUAL. CP-4 PREFINISHED METAL COPING AND FASCIA DETAILING. FINISH: BLACK. EF-1 EIFS FINISH SYSTEM. SANDPEBBLE TEXTURE. FINISH: OFF-WHITE. GTR PREFINISHED OVERSIZED METAL GUTTER AND DOWNSPOUT. FINISH: CHARCOAL GRAY. SF-1 T.B. ALUMINUM STOREFRONT FRAMING: CLEAR ANODIZED FINISH SF-2 T.B. ALUMINUM STOREFRONT FRAMING: FINISH: BLACK. SP-1 1” INSULATED OPAQUE SPANDREL GLASS: COLOR TO MATCH VIS1 GLASS ST-1 FULL BED STONE. TR-B VIS 1” INSULATED VISION GLASS: CLEAR W/ LOW E COATING SCALE:3/32" = 1'-0"3 EAST ELEVATION SCALE:3/32" = 1'-0"2 NORTH ELEVATION SCALE:3/32" = 1'-0"1 SOUTH ELEVATION SCALE:3/32" = 1'-0"4 WEST ELEVATION Re v . # I s s u e / R e v i s i o n D a t e 1 P R E L I M I N A R Y P R I C I N G 0 9 / 3 0 / 2 0 2 2 2 E X H I B I T D - 1 1 0 / 2 5 / 2 0 2 2 3 R E V I S E D P R E L I M I N A R Y P R I C I N G S E T 0 1 / 0 9 / 2 0 2 3 4 R E V I S E D N W C O R N E R 0 1 / 1 6 / 2 0 2 3 5 E X T E R I O R E L E V A T I O N S U B M I T T A L 0 6 / 3 0 / 2 0 2 5 SCALE:3/32" = 1'-0"5 SOUTHWEST ELEVATION SITE KEY PLAN TOTAL WALL SQUARE FOOTAGE: EAST WALL: 5,284 SF DOORS/GLAZING: 2,467 SF (47%) COMPOSITE CLADDING: 440 SF (8%) EIFS: 362 SF (7%) ARCHITECTURAL METAL CLADDING: 72 SF (1%) MASONRY: 1,943 SF (37%) SOUTH WALL: 7,395 SF DOORS/GLAZING: 2,381 SF (32%) COMPOSITE CLADDING: 2,454 SF (33%) EIFS: 121 SF (2%) ARCHITECTURAL METAL CLADDING: 60 SF (1%) MASONRY: 2,379 SF (32%) NORTH WALL: 7,399 SF DOORS/GLAZING: 2,521 SF (34%) COMPOSITE CLADDING: 1,431 SF (19%) EIFS: 563 SF (8%) ARCHITECTURAL METAL CLADDING: 134 SF (2%) MASONRY: 2,750 SF (37%) WEST WALL: 4,746 SF DOORS/GLAZING: 1,470 SF (31%) COMPOSITE CLADDING: 711 SF (15%) EIFS: 106 SF (2%) ARCHITECTURAL METAL CLADDING: 68 SF (2%) MASONRY: 2,391 SF (50%) EXTERIOR MATERIAL PERCENTAGES CL-1 CP-1 LO T 812.30 AC. T R R SUI TE 11 00SUI TE 22 00 SPRIN KLER3 00 21. 8 4 ' NOPARKI NG NOPARKING NOPARKI NG NOPARKING NOPARKING NOPARKI NG NOPARKING 1500-2500 TX NOPARKING T T T T T T T T NOPARKI NG NOPARKI NG NOPARKI NG NOPARKING NOPARKIN G NOPARKING NOPARK I N G NOPARKI N G 11.77' 29.71' 14.22 ' 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS AND OTHER DISCIPLINES DOCUMENTS. 2. ALL CONDUIT RUNS & SERVICE LINES SHALL BE GROUPED TOGETHER IN A NEAT & ORDERLY MANNER AND SHOULD PENETRATE THE WALL AT THE LOWEST POINT AND ARE NOT TO RUN OVER THE TOP OF PARAPET. ALL OTHER CONDUITS & JUNCTION BOXES FOR EXTERIOR FIXTURES & EQUIPMENT SHALL BE FULLY CONCEALED WITHIN THE BUILDING CONSTRUCTION. 3. ALL HORIZONTAL TRANSITIONS BETWEEN DIFFERENT MATERIALS SHALL BE FLASHED CONTINUOUS FROM UP BEHIND UPPER MATERIAL AND EXTEND OVER TO EXTERIOR FACE OF LOWER MATERIAL WITH DRIP EDGE. 4. ANY RETURNS OR BLIND ELEVATIONS NOT SHOWN SHALL BE SIMILAR IN MATERIAL AND MAKEUP TO ADJACENT CONDITIONS OR OTHER SIMILAR CONDITIONS. 5. NO EXPOSED MASONRY/MATERIAL CORES. MASONRY RETURNS AT WINDOWS/OPENINGS ARE REQUIRED IF FRAMING IS NOT DEEP ENOUGH TO PROVIDE CLOSURE AT THE BACKSIDE OF MASONRY FOR AN EFFECTIVELY SEALED JOINT. 6. MATERIALS ABOVE CANOPIES & AWNINGS TO BE CONTINUED DOWN BEHIND THEM U.O.N., TYP. 7. ANY EXPOSED ROOFING MEMBRANE VISIBLE FROM A PUBLIC RIGHT AWAY MUST MATCH THE PRIMARY WALL MATERIAL COLOR. 8. INSTALL VERTICAL EXPANSION JOINTS PER STRUCTURAL OR MINIMAL AT COLUMN/GRID LINES AND AT THE HEAD OF DOOR JAMBS/OPENINGS OR AS OTHERWISE NOTED OR WHERE REQUIRED PER STANDARD MATERIAL PRACTICE TO REDUCE STRESS CRACKING. NO CONTROL JOINT/EXPANSION JOINT AT MAIN STRUCTURAL BEARING LOCATIONS. VERIFY JOINTS WITH ARCHITECT. 9. CAULK & SEAL ALL TRANSITION-CONTROL-EXPANSION AT ALL EXTERIOR MATERIALS. 10. PROVIDE CAST REGLETS JUST IN FROM THE OUTER EDGE ON UNDERSIDE OF FACE MATERIAL OR DRIP EDGE AT ALL OVERHANGS & SOFFITS. 11. INSULATE AND SEAL TO ENSURE ADEQUATE AIR INFILTRATION BARRIER AROUND ALL EXTERIOR PENETRATIONS TO PREVENT WATER AND SPRINKLER PIPE FREEZING. 12. WHERE EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF PAVING TO BE 1/4" LOWER THAN INTERIOR FINISH FLOOR, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. WHERE DOOR STOOP, 48" OUT FROM DOOR 1:48(2%) MAX. SLOPE, AFTER 48" AWAY FROM DOOR 1:20(5%) MAXIMUM SLOPE TO PUBLIC WAY. (REFER TO CIVIL) 13. WHERE NO EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF FINISHED LANDSCAPE A MINIMUM OF 4" BELOW INTERIOR FINISH FLOOR AND 4” BELOW EXTERIOR WALL FLASHING/WEEPS, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. (REFER TO CIVIL) 14. ADDRESS SHALL BE PROVIDED ON STREET SIDE OF BUILDING AND ON MONUMENT SIGN. NUMBERS A MINIMUM 5 INCH CONTRASTING COLOR NUMBERS WITH MINIMUM 1/2" STROKE. 15. IF ANY SIGNAGE OR SIGN BASE IS SHOWN IT IS FOR REFERENCE ONLY, FINAL DESIGNS AND/OR ALLOWANCES SHALL BE DETERMINED WITH APPROVED SIGNAGE PERMIT(S). ACTUAL DETAILS & DIMENSIONS MAY VARY AND ARE SUBJECT TO CHANGE. ALL DRAWINGS ARE SUBJECT TO AUTHORITY HAVING JURISDICTION APPROVAL. SIGNAGE SHOWN DOES NOT REPRESENT ALLOWABLE SIGNAGE PERMITTING/APPROVAL OF ALL SIGNAGE PER CURRENT CITY ORDINANCE BY OTHERS. GENERAL EXTERIOR ELEVATION NOTES TYPICAL U.O.N. • EXPOSED CONCRETE: GRIND SMOOTH & RUB/COAT WITH CEMENT SLURRY. • BOLLARDS: CONCRETE FILLED STEEL BOLLARDS PAINTED SAFETY YELLOW. • EXPOSED LINTELS: GALVANIZED & PAINTED TO MATCH ADJACENT MATERIAL ABOVE. • METAL STAIRS & RAILINGS: GALVANIZED & PAINTED. • FASCIA & SOFFIT: METAL PREFINISHED. • SCUPPERS, GUTTERS & DOWNSPOUTS: METAL PREFINISHED TO MATCH ADJ. MATERIAL. • CAULKS & SEALANTS: COLOR MATCHED TO ADJACENT MATERIAL. • HOLLOW METAL MAN DOORS & FRAMES: PAINTED TO MATCH ADJACENT MATERIAL. • OVERHEAD PANEL DOORS: METAL PRE-FINISHED TO MATCH ADJACENT MATERIAL. • LOUVERS: METAL PRE-FINISHED TO MATCH ADJACENT MATERIAL COLOR. • LIGHT FIXTURES: METAL PRE-FINISHED HOUSINGS TO MATCH ADJ. OPENING FRAMING. • EXTERIOR UTILITY EQUIPMENT: IF ALLOWED, PAINTED TO MATCH ADJACENT MATERIAL. MISC EXTERIOR MATERIAL FINISHES Level 1 100' - 0" CLEAR HEIGHT 114' - 0" CMU-3 CMU-3 GUTTER 117' - 2" EF-1 EF-1 01 2 B 01 4 J 02 2 B 022C 02 2 D Level 1 100' - 0" CLEAR HEIGHT 114' - 0" CMU-3 GUTTER 117' - 2" 78 EF-1 BR-1 CL-1 CP-1 Level 1 100' - 0" PARAPET C 122' - 0" PARAPET A 120' - 0" CMU-3 GUTTER 117' - 2" BR-1 CP-1 EF-1 CP-1 01 4 K 01 5 B 01 0 01 6 C Level 1 100' - 0" CLEAR HEIGHT 114' - 0" CMU-3 GUTTER 117' - 2" EF-1 CMU-1 BR-2 GTR 01 7 B 01 9 B 01 8 B 02 0 B PROJECT SITE Th i s d r a w i n g h a s b e e n p r e p a r e d b y th e A r c h i t e c t , o r u n d e r t h e Ar c h i t e c t ' s d i r e c t s u p e r v i s i o n . T h i s dr a w i n g i s p r o v i d e d a s a n in s t r u m e n t o f s e r v i c e b y t h e De s i g n e r / A r c h i t e c t a n d i s i n t e n d e d fo r u s e o n t h i s p r o j e c t o n l y . A n y re p r o d u c t i o n , u s e , o r d i s c l o s u r e o f in f o r m a t i o n c o n t a i n e d h e r e i n wit h o u t t h e p r i o r w r i t t e n c o n s e n t o f th e A r c h i t e c t i s s t r i c t l y p r o h i b i t e d . (C ) C o p y r i g h t 2 0 2 1 b y S i m o n s o n & As s o c i a t e s A r c h i t e c t s , L . L . C . Sheet No. Sheet Title Job No.Proj. Mgr. 6/ 3 0 / 2 0 2 5 1 1 : 5 4 : 2 2 A M F: \ 2 0 1 9 \ 1 9 0 4 9 W a u k e e T o w n e C e n t e r , W a u k e e , I A \ 1 9 0 4 9 E B l d g # 2 @ W a u k e e T o w n C e n t e r \ C A D - A r c h \ 1 9 0 4 9 E W T C - L i f e s t y l e 2 . r v t 19049E TKW EXTERIOR ELEVATIONS A-202 LI F E S T Y L E C E N T E R # 2 WA U K E E T O W N E C E N T E R 10 2 0 S E L A U R E L S T . WA U K E E , I O W A EXTERIOR MATERIAL LEGEND MAT. LABEL MATERIAL DESCRIPTION AWN-1 <varies> AWN-B FABRIC AWNING OVER PRE-ENGINEERED ALUMINUM FRAME. FINISH: TENANT SPECIFIC BLUE. AWN-BL PREFINISHED METAL AWNING, HANGER RODS WHERE SHOWN. FINISH: BLACK. MAPES SUPER LUMIDECK OR APPROVED EQUAL. BR-1 MODULAR SIZE BRICK, RUNNING BOND, FINISH: BLACK. MFR: GLEN GERY BRICK VINTAGE BLACK VELOUR W/ COLORED MORTAR OR APPROVED EQUAL. BR-2 MODULAR SIZE BRICK, RUNNING BOND, FINISH: WHITE. MFR: GLEN GERY BRICK MORNING DOVE W/ COLORED MORTAR OR APPROVED EQUAL. BR-3 Common brick CL-1 COMPOSITE CLADDING, PANEL SIZE, FINISH: OFF-WHITE. CL-3 COMPOSITE/METAL CLADDING, PANEL SIZE. FINISH: FAUX WOOD. CL-4 COMPOSITE/METAL CLADDING, PANEL SIZE. FINISH: FAUX COPPER. CL-5 FIBER-CEMENT LAP SIDING. FINISH: OFF-WHITE, SMOOTH. CMU-1 CONCRETE MASONRY UNIT, COURSE SIZE: 12"x24", RUNNING BOND. FINISH: OFF-WHITE. MFR: ROCKCAST/READING ROCK, BUR RIDGE, SMOOTH.. CMU-2 CONCRETE MASONRY UNIT, COURSE SIZE: TBD, RUNNING BOND. FINISH: OFF-WHITE. CMU-3 CONCRETE MASONRY UNIT, COURSE SIZE: TBD, RUNNING BOND. FINISH: LIGHT GRAY.. CP-1 METAL COPING: PREFINISHED BRAKE METAL; FINISH: FIRESTONE CHARCOAL GRAY OR EQUAL. CP-4 PREFINISHED METAL COPING AND FASCIA DETAILING. FINISH: BLACK. EF-1 EIFS FINISH SYSTEM. SANDPEBBLE TEXTURE. FINISH: OFF-WHITE. GTR PREFINISHED OVERSIZED METAL GUTTER AND DOWNSPOUT. FINISH: CHARCOAL GRAY. SF-1 T.B. ALUMINUM STOREFRONT FRAMING: CLEAR ANODIZED FINISH SF-2 T.B. ALUMINUM STOREFRONT FRAMING: FINISH: BLACK. SP-1 1” INSULATED OPAQUE SPANDREL GLASS: COLOR TO MATCH VIS1 GLASS ST-1 FULL BED STONE. TR-B VIS 1” INSULATED VISION GLASS: CLEAR W/ LOW E COATING SCALE:3/32" = 1'-0"2 DELIVERY AREA - SOUTH ELEVATION SCALE:3/32" = 1'-0"4 DELIVERY AREA-WEST ELEVATION SCALE:3/32" = 1'-0"3 DELIVERY AREA-NORTH ELEVATION SCALE:3/32" = 1'-0"1 DELIVERY AREA - EAST ELEVATION Re v . # I s s u e / R e v i s i o n D a t e 2 E X H I B I T D - 1 1 0 / 2 5 / 2 0 2 2 3 R E V I S E D P R E L I M I N A R Y P R I C I N G S E T 0 1 / 0 9 / 2 0 2 3 4 R E V I S E D N W C O R N E R 0 1 / 1 6 / 2 0 2 3 5 E X T E R I O R E L E V A T I O N S U B M I T T A L 0 6 / 3 0 / 2 0 2 5 SITE KEY PLAN LO T 812.30 AC. T R R SUI TE 11 00SUI TE 22 00 SPRIN KLER3 00 21. 8 4 ' NOPARKI NG NOPARKING NOPARKI NG NOPARKING NOPARKING NOPARKI NG NOPARKING 1500- 2500 TX NOPARKING T T T T T T T T NOPARKI NG NOPARKI NG NOPARKI NG NOPARKING NOPARKIN G NOPARKING NOPARK I N G NOPARKI N G 11.77' 29.71' 14.2 2 ' 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS AND OTHER DISCIPLINES DOCUMENTS. 2. ALL CONDUIT RUNS & SERVICE LINES SHALL BE GROUPED TOGETHER IN A NEAT & ORDERLY MANNER AND SHOULD PENETRATE THE WALL AT THE LOWEST POINT AND ARE NOT TO RUN OVER THE TOP OF PARAPET. ALL OTHER CONDUITS & JUNCTION BOXES FOR EXTERIOR FIXTURES & EQUIPMENT SHALL BE FULLY CONCEALED WITHIN THE BUILDING CONSTRUCTION. 3. ALL HORIZONTAL TRANSITIONS BETWEEN DIFFERENT MATERIALS SHALL BE FLASHED CONTINUOUS FROM UP BEHIND UPPER MATERIAL AND EXTEND OVER TO EXTERIOR FACE OF LOWER MATERIAL WITH DRIP EDGE. 4. ANY RETURNS OR BLIND ELEVATIONS NOT SHOWN SHALL BE SIMILAR IN MATERIAL AND MAKEUP TO ADJACENT CONDITIONS OR OTHER SIMILAR CONDITIONS. 5. NO EXPOSED MASONRY/MATERIAL CORES. MASONRY RETURNS AT WINDOWS/OPENINGS ARE REQUIRED IF FRAMING IS NOT DEEP ENOUGH TO PROVIDE CLOSURE AT THE BACKSIDE OF MASONRY FOR AN EFFECTIVELY SEALED JOINT. 6. MATERIALS ABOVE CANOPIES & AWNINGS TO BE CONTINUED DOWN BEHIND THEM U.O.N., TYP. 7. ANY EXPOSED ROOFING MEMBRANE VISIBLE FROM A PUBLIC RIGHT AWAY MUST MATCH THE PRIMARY WALL MATERIAL COLOR. 8. INSTALL VERTICAL EXPANSION JOINTS PER STRUCTURAL OR MINIMAL AT COLUMN/GRID LINES AND AT THE HEAD OF DOOR JAMBS/OPENINGS OR AS OTHERWISE NOTED OR WHERE REQUIRED PER STANDARD MATERIAL PRACTICE TO REDUCE STRESS CRACKING. NO CONTROL JOINT/EXPANSION JOINT AT MAIN STRUCTURAL BEARING LOCATIONS. VERIFY JOINTS WITH ARCHITECT. 9. CAULK & SEAL ALL TRANSITION-CONTROL-EXPANSION AT ALL EXTERIOR MATERIALS. 10. PROVIDE CAST REGLETS JUST IN FROM THE OUTER EDGE ON UNDERSIDE OF FACE MATERIAL OR DRIP EDGE AT ALL OVERHANGS & SOFFITS. 11. INSULATE AND SEAL TO ENSURE ADEQUATE AIR INFILTRATION BARRIER AROUND ALL EXTERIOR PENETRATIONS TO PREVENT WATER AND SPRINKLER PIPE FREEZING. 12. WHERE EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF PAVING TO BE 1/4" LOWER THAN INTERIOR FINISH FLOOR, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. WHERE DOOR STOOP, 48" OUT FROM DOOR 1:48(2%) MAX. SLOPE, AFTER 48" AWAY FROM DOOR 1:20(5%) MAXIMUM SLOPE TO PUBLIC WAY. (REFER TO CIVIL) 13. WHERE NO EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF FINISHED LANDSCAPE A MINIMUM OF 4" BELOW INTERIOR FINISH FLOOR AND 4” BELOW EXTERIOR WALL FLASHING/WEEPS, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5’. (REFER TO CIVIL) 14. ADDRESS SHALL BE PROVIDED ON STREET SIDE OF BUILDING AND ON MONUMENT SIGN. NUMBERS A MINIMUM 5 INCH CONTRASTING COLOR NUMBERS WITH MINIMUM 1/2" STROKE. 15. IF ANY SIGNAGE OR SIGN BASE IS SHOWN IT IS FOR REFERENCE ONLY, FINAL DESIGNS AND/OR ALLOWANCES SHALL BE DETERMINED WITH APPROVED SIGNAGE PERMIT(S). ACTUAL DETAILS & DIMENSIONS MAY VARY AND ARE SUBJECT TO CHANGE. ALL DRAWINGS ARE SUBJECT TO AUTHORITY HAVING JURISDICTION APPROVAL. SIGNAGE SHOWN DOES NOT REPRESENT ALLOWABLE SIGNAGE PERMITTING/APPROVAL OF ALL SIGNAGE PER CURRENT CITY ORDINANCE BY OTHERS. GENERAL EXTERIOR ELEVATION NOTES MISC EXTERIOR MATERIAL FINISHES TYPICAL U.O.N. • EXPOSED CONCRETE: GRIND SMOOTH & RUB/COAT WITH CEMENT SLURRY. • BOLLARDS: CONCRETE FILLED STEEL BOLLARDS PAINTED SAFETY YELLOW. • EXPOSED LINTELS: GALVANIZED & PAINTED TO MATCH ADJACENT MATERIAL ABOVE. • METAL STAIRS & RAILINGS: GALVANIZED & PAINTED. • FASCIA & SOFFIT: METAL PREFINISHED. • SCUPPERS, GUTTERS & DOWNSPOUTS: METAL PREFINISHED TO MATCH ADJ. MATERIAL. • CAULKS & SEALANTS: COLOR MATCHED TO ADJACENT MATERIAL. • HOLLOW METAL MAN DOORS & FRAMES: PAINTED TO MATCH ADJACENT MATERIAL. • OVERHEAD PANEL DOORS: METAL PRE-FINISHED TO MATCH ADJACENT MATERIAL. • LOUVERS: METAL PRE-FINISHED TO MATCH ADJACENT MATERIAL COLOR. • LIGHT FIXTURES: METAL PRE-FINISHED HOUSINGS TO MATCH ADJ. OPENING FRAMING. • EXTERIOR UTILITY EQUIPMENT: IF ALLOWED, PAINTED TO MATCH ADJACENT MATERIAL. FINISH FLOOR 100' - 0" CLEAR HEIGHT 116' - 0" PARAPET B 124' - 0" PEAK HT. 131' - 4" CMU-2 EF-1 RF-1 BR-1 CORBEL, TYP. FINISH FLOOR 100' - 0" PARAPET A 122' - 0" CLEAR HEIGHT 116' - 0" PARAPET B 124' - 0" PEAK HT. 131' - 4" CMU-2 EF-1 VISSF-1 RF-1 RF-2 CMU-2BR-1 FINISH FLOOR 100' - 0" PARAPET A 122' - 0" CLEAR HEIGHT 116' - 0" PARAPET B 124' - 0" PEAK HT. 131' - 4" CMU-2 BR-1 RF-2 CP-1 VIS SF-1 SP-1SF-1 FINISH FLOOR 100' - 0" PARAPET A 122' - 0" CLEAR HEIGHT 116' - 0" PARAPET B 124' - 0" CMU-2 BR-1 CP-1EF-1RF-1 VIS SF-1 AWN-1 VISSF-1 GABLE LOUVER CORBEL, TYP. PEAK HT. 131' - 4" PROJECT SITE Sheet No. Sheet Title Proj. No.Proj. Mgr. Th i s d r a w i n g h a s b e e n p r e p a r e d b y th e A r c h i t e c t , o r u n d e r t h e Ar c h i t e c t ' s d i r e c t s u p e r v i s i o n . T h i s dr a w i n g i s p r o v i d e d a s a n in s t r u m e n t o f s e r v i c e b y t h e De s i g n e r / A r c h i t e c t a n d i s i n t e n d e d fo r u s e o n t h i s p r o j e c t o n l y . A n y re p r o d u c t i o n , u s e , o r d i s c l o s u r e o f in f o r m a t i o n c o n t a i n e d h e r e i n wit h o u t t h e p r i o r w r i t t e n c o n s e n t o f th e A r c h i t e c t i s s t r i c t l y p r o h i b i t e d . (C ) C o p y r i g h t 2 0 2 1 b y S i m o n s o n & As s o c i a t e s A r c h i t e c t s , L . L . C . NO T F O R C O N S T R U C T I O N SAA F: \ 2 0 1 9 \ 1 9 0 4 9 W a u k e e T o w n e C e n t e r , W a u k e e , I A \ 1 9 0 4 9 H W a u k e e T o w n C e n t e r , S o u t h B u i l d i n g \ C A D - A r c h \ 1 9 0 4 9 H W a u k e e T o w n e C e n t e r - s o u t h b l d g . r v t 6/ 3 0 / 2 0 2 5 1 1 : 5 8 : 3 1 A M SO U T H R E T A I L WA U K E E T O W N E C E N T E R WA U K E E , I A 19049 A-201 EXTERIOR ELEVATIONS TKW EXTERIOR MATERIAL LEGEND MAT. LABEL MATERIAL DESCRIPTION AWN-1 PREFINISHED METAL AWNING, CANTILEVER STYLE. FINISH: BLACK. MAPES SUPER LUMIDECK OR APPROVED EQUAL. BR-1 Common brick BR-2 N/A CL-1 FIBER-CEMENT LAP SIDING. NOMINAL 8" EXPOSURE. FINISH: WHITE. CMU-1 N/A CMU-2 SPLIT-FACE CONCRETE MASONRY UNIT, COURSE SIZE: 12"X24", RUNNING BOND. FINISH: BLACK. MFR: ROCKCAST/READING ROCK, SHADOW, SPLIT. CMU-3 N/A CP-1 PREFINISHED METAL AWNING, WHITE FINISH. EF-1 EIFS FINISH SYSTEM. SMOOTH TEXTURE. FINISH: WHITE. EF-2 N/A RF-1 PREFINISHED METAL OVERHANG. FINISH: BLACK. RF-2 PREFINISHED STANDING SEAM METAL ROOF: FINISH: DARK GRAY. SF-1 T.B. ALUMINUM STOREFRONT FRAMING: FINISH: BLACK. SP-1 1” INSULATED OPAQUE SPANDREL GLASS: COLOR TO MATCH VIS1 GLASS VIS 1” INSULATED VISION GLASS. FINISH: CLEAR W/ LOW E COATING SCALE:3/32" = 1'-0"4 SOUTH ELEVATION SCALE:3/32" = 1'-0"2 EAST ELEVATION SCALE:3/32" = 1'-0"3 WEST ELEVATION SCALE:3/32" = 1'-0"1 NORTH ELEVATION Re v . # I s s u e / R e v i s i o n D a t e 1 P R E L I M I N A R Y P R I C I N G 0 9 - 3 0 - 2 0 2 2 2 E X H I B I T D - 1 1 0 - 2 5 - 2 0 2 2 3 R E V I S E D P R E L I M I N A R Y P R I C I N G S E T 0 1 - 0 4 - 2 0 2 3 4 E X T E R I O R E L E V A T I O N S U B M I T T A L 0 6 - 3 0 - 2 0 2 5 SITE KEY PLAN TOTAL WALL SQUARE FOOTAGE: EAST WALL: 3,011 SF DOORS/GLAZING: 266 SF (9%) BRICK: 884 SF (29%) EIFS: 1,574 SF (52%) ARCHITECTURAL METAL CLADDING: 87 SF (3%) MASONRY: 200 SF (7%) SOUTH WALL: 3,829 SF DOORS/GLAZING: 73 SF (2%) BRICK: 2,181 SF (57%) EIFS: 1,178 SF (31%) ARCHITECTURALDV METAL CLADDING: 89 SF (2%) MASONRY: 308 SF (8%) NORTH WALL: 3,924 SF DOORS/GLAZING: 1,171 SF (30%) BRICK: 1,524 SF (39 %) EIFS: 1,012 SF (26%) ARCHITECTURAL METAL CLADDING: 92 SF (2%) MASONRY: 125 SF (3%) WEST WALL: 3,011 SF DOORS/GLAZING: 768 SF (26%) BRICK: 2,119 SF (70%) MASONRY: 125 SF (4%) EXTERIOR MATERIAL PERCENTAGES BR-2 BR-2 BR-2 BR-2 Common brick GRADE 8x8x16 ROCK FACE CMU W/ INTEGRAL COLOR & INTEGRAL WATER REPELLANT 6" THICK CONCRETE DUMPSTER PAD TREATED 2X8 WOOD GUARD RAIL ANCHOR TO BRICK WALL AT HEIGHT OF DUMPSTER PINS PIPE BOLLARD FOUNDATION PAINTED CORRUGATED METAL PANEL GATE GALV. T.S. 3x2x3/16 FRAME & CROSS BRACE @ GATE DOORS PREFINISHED SHT MTL CAP OVER EPDM OVER TREATED WOOD BLOCKING GALV. T.S. 6x6x1/4 CORNER POSTS @ GATE DOORS 3' - 6 " 3 ' - 2 " SLOPE TOP PAINTED CORRUGATED METAL PANEL ON GALV. T.S. FRAME & CROSS BRACE SUBMERGE T.S. COLUMN 48" INTO FOOTING PREFINISHED SHT MTL CAP FLASHING 6" CONCRETE FILLED GALV STL PIPE - PAINT PINS BOTH DOORS - SEE DTL 8x8x16 ROCK FACE CMU W/ INTEGRAL COLOR & INTEGRAL WATER REPELLANT 8" 3 ' - 4 " 6 ' - 8 " 6 " #4 VERT. @ 48" O.C. AND AT CORNERS IN GROUTED CELL, TYP. 8x8x16 ROCK FACE CMU W/ INTEGRAL COLOR & INTEGRAL WATER REPELLANT THICKENED SLAB TRASH CONTAINER, NIC ALL EXPOSED STEEL TO BE GALV. 6" STEEL BOLLARD - CONC FILLED - PAINT 6" x 6" x 1/4" GALV. TUBE STEEL COLUMN. SUBMERGE 48" MIN. INTO FOOTING 4' - 0" 6" STEEL BOLLARD - CONC FILLED - PAINT 2 A-403 7 A-403 A-403 4 6 A-403 1 A-403 9' - 4 " 18' - 8" TRASH CONTAINER, NIC 6X6X1//4 GALV. STEEL TUBE - PAINT 3/4" DIA. STEEL HINGE PIN (WELDED TO STEEL TUBE) 3/4" DIA. STEEL HINGE SLEEVE (BOLTED TO DOOR) METAL FRAMING W/ TREX COMPOSITE DECKING 5/8" DIA. BAR SIDE FRONT 1/4" PLATE 5/8" I.D. RING 3/8" DIA. HOLE 5/8" I.D. SPRING 5/8" I.D. RING 3/8" DIA. HOLE 2" 3' - 0 " 5" 2" 4 3 / 4 " 1 ' - 0 " 4 3 / 4 " 3 3 / 4 " 6 1 / 2 " 1 3 / 4 " SL O P E 1 / 4 " / F T 6" @ E D G E TY P . GRADE PIPE BOLLARDS PAINTED, EXPOSED 42" 8x8x16 ROCK FACE CMU W/ INTEGRAL COLOR & INTEGRAL WATER REPELLANT TREATED 2X8 GUARD RAIL ANCHOR TO BRICK WALL W/ 1/2" EXP. BOLTS @ 16" O.C.PREFINISHED SHT MTL CAP CONCRETE DUMPSTER PAD 4' - 0 " 6 ' - 1 0 " 1' - 4" BOND BEAM PREFINISHED SHT MTL CAP FLASHING 6" CONCRETE FILLED PIPE - PAINT 8x8x16 ROCK FACE CMU W/ INTEGRAL COLOR & INTEGRAL WATER REPELLANT 6" 6 ' - 8 " 3 ' - 4 " 8 " Sheet No. Sheet Title Proj. No.Proj. Mgr. Th i s d r a w i n g h a s b e e n p r e p a r e d b y th e A r c h i t e c t , o r u n d e r t h e Ar c h i t e c t ' s d i r e c t s u p e r v i s i o n . T h i s dr a w i n g i s p r o v i d e d a s a n in s t r u m e n t o f s e r v i c e b y t h e De s i g n e r / A r c h i t e c t a n d i s i n t e n d e d fo r u s e o n t h i s p r o j e c t o n l y . A n y re p r o d u c t i o n , u s e , o r d i s c l o s u r e o f in f o r m a t i o n c o n t a i n e d h e r e i n wit h o u t t h e p r i o r w r i t t e n c o n s e n t o f th e A r c h i t e c t i s s t r i c t l y p r o h i b i t e d . (C ) C o p y r i g h t 2 0 2 1 b y S i m o n s o n & As s o c i a t e s A r c h i t e c t s , L . L . C . FO R A P P R O V A L SAA F: \ 2 0 1 9 \ 1 9 0 4 9 W a u k e e T o w n e C e n t e r , W a u k e e , I A \ 1 9 0 4 9 D L i f e s t y l e C e n t e r @ W a u k e e T o w n C e n t e r \ C A D - A r c h \ 1 9 04 9 D W a u k e e T o w n e C e n t e r - l i f e s t y l e c e n t e r 1 . r v t 6/ 2 4 / 2 0 2 5 1 : 5 0 : 4 8 P M LI F E S T Y L E C E N T E R # 1 10 0 0 S E L A U R E L S T . WA U K E E T O W N E C E N T E R WA U K E E , I A 19049 A-403 TRASH ENCLOSURE TKW SCALE:1/4" = 1'-0"1 TRASH CROSS SECTION SCALE:1/4" = 1'-0"2 TRASH ELEVATION SCALE:1/4" = 1'-0"3 TRASH ENCLOSURE PLAN SCALE:1 1/2" = 1'-0"4 TRASH HINGE SCALE:3/4" = 1'-0"5 TRASH PIN SCALE:1/4" = 1'-0"6 TRASH SECTION SCALE:1/4" = 1'-0"7 TRASH SIDE ELEVATION Re v . # I s s u e / R e v i s i o n D a t e 6 I S S U E D F O R P E R M I T 0 6 - 0 9 - 2 0 2 5 7 R E V I S E D F O R A P P R O V A L 0 6 - 2 4 - 2 0 2 5