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HomeMy WebLinkAbout2023-05-15 I11 McDonalds_Site PlanAGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: May 15, 2023 AGENDA ITEM:Consideration of approval of a resolution approving a site plan for McDonald’s (2820 Grand Prairie Parkway) FORMAT:Resolution SYNOPSIS INCLUDING PRO & CON: McDonald’s requests approval of a site plan for a restaurant building located north of Ashworth Road and west of Grand Prairie Parkway. The building is approximately 4,455-square feet in area and just under 19-feet in height. The applicant is proposing 50 parking spaces including the required number of bicycle parking, per Kettlestone Design Guidelines. The building will be constructed primarily of brick, metal reveal panel and fenestration. The elevations include touches of alpolic panel, vertical battens and metal facia. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this project at the April 25, 2023, Commission Meeting and recommended approval subject to remaining staff comments: Approval of a Site Plan for McDonald’s (2820 Grand Prairie Parkway) City planner, Bill Mettee, introduced the request for approval of a site plan related to a new McDonald’s restaurant as submitted by the applicant, McDonald’s. The subject property is generally located south of SE Esker Ridge Drive and west of Grand Prairie Parkway, containing approximately 1.54 acres. Mr. Mettee advised that the project involves the construction of a single story building approximately 4,455 square feet in area. The main entrance to the building is along the north side and a trash enclosure will be provided in the southwest corner of the site. Access to the development is provided from surrounding public streets and shared internal access points. The project also includes the installation of a 5-foot-wide sidewalk along SE Esker Ridge Drive. All public utilities will be extended to the site and stormwater management will be accommodated within detention basins in the overall development. All parking, landscaping, open space, and lighting requirements have been met at this time. Staff recommends approval of the site plan for McDonald’s subject to remaining staff comments. Commissioner Koelker questioned if there is one drive-thru kiosk. Mr. Mettee advised it is a double drive thru much like the existing McDonalds on Hickman Road. Commissioner Lohse questioned if there were two entrances on the west side of the site. Mr. Mettee advised that was correct. I11 Commissioner Streit moved to approve the site plan for McDonald’s (2820 Grand Prairie Parkway). The motion was seconded by Commissioner Koelker. Ayes: Beenken, Bankole, Lohse, Koelker, and Streit. Nays: None. Motion Carried. STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan subject to remaining staff comments. RECOMMENDATION: Approve the resolution subject to remaining staff comments. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan & Elevations PREPARED BY:Bill Mettee, Planner REVIEWED BY: THE CITY OF WAUKEE, IOWA RESOLUTION 2023- APPROVING THE SITE PLAN FOR MCDONALD’S (2820 GRAND PRAIRIE PARKWAY) 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 McDonald’s, subject to remaining staff comments on April 25, 2023; AND, WHEREAS, the Site Plan for McDonald’s is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for McDonald’s 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 15th day of May, 2023 that the Site Plan for McDonald’s is approved subject to remaining staff comments. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Anna Bergman Pierce R. Charles Bottenberg Chris Crone Larry R. Lyon Ben Sinclair PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: McDonald’s – Site Plan PREPARED BY: Bill Mettee, Planner REPORT DATE: April 21, 2023 MEETING DATE: April 25, 2023 GENERAL INFORMATION Owner/Applicant: McDonald’s Owner’s Representative: Haley Wittenkeller, Watermark Engineering Request: The applicant is requesting approval of a site plan for a McDonald’s restaurant. Location and Size: Property is generally located south of SE Esker Ridge Drive and west of Grand Prairie Parkway, containing approximately 1.54-acres. AREA MAP ABOVE: Aerial of property identifying the proposed site plan (outlined in BLUE). April 21, 2023 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant - Undeveloped Community Commercial K-RR / PD-1 (Kettlestone Retail Regional District with a Planned Development Overlay) North Vacant - Undeveloped Community Commercial K-OF (Kettlestone Office District) South Vacant – Undeveloped (KeeTown Loop R1) Community Commercial K-RR / PD-1 (Kettlestone Retail Regional District with a Planned Development Overlay) East Hy-Vee Fast & Fresh Community Commercial K-RC (Kettlestone Retail Community District) West Vacant - Undeveloped Community Commercial K-RR / PD-1 (Kettlestone Retail Regional District with a Planned Development Overlay) HISTORY The subject property was rezoned in 2021 as the first step in the development process for the planned KeeTown Loop development that will feature an entertainment venue, commercial / retail spaces, restaurants and hotels. A preliminary plat and final plat for the overall development has been approved and site plans for the entertainment venue, hotel and a retail building have been approved. The applicant now requests approval of a site plan for a McDonald’s restaurant. PROJECT DESCRIPTION The project involves the construction of a McDonald’s restaurant building. The building is 4,455 square feet in area. The building is single-story and just under 19-feet in height at the tallest point. The main entrance to the building is along the north side. A trash enclosure will be provided in the southwest corner of the site. ACCESS AND PARKING There are several accesses into the overall development from the public streets and internal access points into this site from the neighboring properties within the overall development. A total of 50 parking spaces are required for the proposed site and the applicant is providing 50 parking spaces. The applicant is also providing the required two bicycle parking spaces per the Kettlestone Design Guidelines. SIDEWALKS/TRAILS A ten-foot-wide trail exists on the west side of Grand Prairie Parkway. A five-foot-wide sidewalk will be installed along SE Esker Ridge Drive and a 5-foot sidewalk will be provided into the site from the public street. April 21, 2023 3 of 3 UTILITIES All utilities will be provided to this site as part of the overall development improvements. All utilities will be privately owned and maintained. Stormwater management will be accommodated with area detention basins. LANDSCAPING & OPEN SPACE A minimum of 20% of the project area is required to be open space. The total amount of open space proposed is 43%. The landscape plan meets the requirements of the Landscape and Open Space Ordinance and the Kettlestone Design Guidelines. LIGHTING PLAN A photometric plan for the site lighting has been submitted and reviewed by staff. The lighting plan complies with the adopted guidelines. ELEVATIONS The elevations of the building are proposed to be constructed mainly of brick, metal reveal panel and fenestration. Other accompanying materials are alpolic panel, vertical battens and metal facia. COMPREHENSIVE PLAN The comprehensive plan classifies the subject property as Community Commercial. The overall goal of the Community Commercial classification is to provide goods and services to the community and often have two or more anchor tenants. STAFF RECOMMENDATION The proposed site plan is in general conformance with the Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance and Site Plan Ordinance. Staff recommends approval of the site plan for McDonald’s subject to remaining staff comments. Prepared For: RE V I S I O N S DA T E NO . BENCHMARK DE S I G N B Y : H . W I T T E N K E L L E R PR O J E C T N O . : DA T E : DR A W N B Y : JA N U A R Y 2 4 , 2 0 2 3 D. O L S O N 21 - 0 7 6 LOCATION MAP SC A L E : NO N E J. M I L L E R CH E C K E D B Y : SITE PLAN AT FOR REFERENCE BENCHMARK SITE BENCHMARK 2820 GRAND PRAIRIE PARKWAY CITY OF WAUKEE McDONALD'S - WAUKEE, IA Prepared By: PROPOSEDEXISTING LEGEND DESCRIPTION INDEX CIVIL ENGINEERING PLANS REVISIONS 1 2 3 4 5 6 7 C-1 COVER SHEET X X X C-2 GEOMETRIC PLAN X X C-3 GRADING PLAN X X X C-4 ACCESSIBLE ROUTE GRADES AND DETAILS X C-5 UTILITY PLAN X X X C-6 PHASE 1 SOIL EROSION CONTROL PLAN X C-7 PHASE 2 SOIL EROSION CONTROL PLAN X X X C-8 SOIL EROSION CONTROL DETAILS AND SPECS X X C-9 PROJECT DETAILS X X X C-10 PROJECT DETAILS X X C-11 PROJECT SPECIFICATIONS X X SUPPORTING DOCUMENTS REVISIONS 1 2 3 4 5 6 7 1 of 2 ALTA/NSPS LAND TITLE SURVEY 2 of 2 ALTA/NSPS LAND TITLE SURVEY L-1 LANDSCAPE PLAN X X 1 of 1 PHOTOMETRIC PLAN DT-1 DRIVE THRU PAVEMENT PLAN DT-2 DRIVE THRU EQUIPMENT PLAN DT-3 DRIVE THRU DETAILS DT-4 DRIVE THRU DETAILS FD1 SITE STRUCTURAL DRAWINGS X FD2 SITE STRUCTURAL DRAWINGS X FD3 SITE STRUCTURAL DRAWINGS X FD4 SITE STRUCTURAL DRAWINGS X TE1 TRASH ENCLOSURE FOUNDATION X 1 of 1 STORMWATER EXHIBIT - X DALLAS COUNTY, IOWA Mc D O N A L D ' S - W A U K E E , I A 28 2 0 G r a n d P r a i r i e P a r k w a y Wa u k e e , I o w a CO V E R S H E E T C-1COVER SHEET NOTE: THE DESIGNS CONTAINED IN THE ABOVE PLANS AND SUPPORTING DOCUMENTS WERE PREPARED WITH THE UNDERSTANDING THAT THEY WOULD BE USED AS A WHOLE PLAN SET. EACH CONSTRUCTION DISCIPLINE IS TO USE ALL THE PLANS AND SUPPORTING DOCUMENTS TOGETHER AS A WHOLE AND NOT AS SEPARATE DOCUMENTS. EACH CONTRACTOR IS TO BECOME COMPLETELY FAMILIAR WITH THE WHOLE PLAN SET AND THE EXISTING SITE CONDITIONS. SHOULD ANYTHING WITH ALL THESE PLANS AND SUPPORTING DOCUMENTS BE INCONSISTENT WITH THE SITE CONDITIONS THEN THE CONTRACTOR IS TO CONTACT THE ENGINEER IMMEDIATELY BEFORE ANY CONSTRUCTION IS STARTED. SECTION:04 TOWNSHIP:RANGE:78N 26W N S NW N E SE S W I, JEFFREY C. MILLER, A LICENSED PROFESSIONAL ENGINEER OF IOWA, HEREBY CERTIFY THAT THESE CIVIL ENGINEERING PLANS, NOT THE SUPPORTING DOCUMENTS, AS LISTED IN THE INDEX, HAVE BEEN PREPARED UNDER MY PERSONAL DIRECTION. THESE PLANS ARE INTENDED TO BE USED AS AN INTEGRAL PART OF THE PROJECT SPECIFICATIONS AND CONTRACT DOCUMENTS. DATE: IOWA LICENSED PROFESSIONAL ENGINEER NO. P25935. MY LICENSE EXPIRES ON 12-31-2023. UNLESS THIS DOCUMENT BEARS ORIGINAL SIGNATURE AND EMBOSSED SEAL OF THE DESIGN ENGINEER, IT IS NOT A VALID DOCUMENT. Know what's Below Call before you dig. . wa t e r m a r k - e n g i n e e r i n g . c o m | 2 6 3 1 G i n g e r W o o d s P k w y | A u r o r a , I L 6 0 5 0 2 | ( 6 3 0 ) 3 7 5 - 1 8 0 0 Mc D o n a l d ' s Mc D o n a l d ' s 71 1 J o r i e B l v d . , 3 r d F l o o r Oa k B r o o k , I L 6 0 5 2 3 LC #14-0360 McDonald's SITE LOCATION ” ”” ” ” ” ”” 1 3/ 2 1 / 2 3 PE R C O M M U N I T Y D E V E L O P M E N T D E P T . C O M M E N T S D A T E D 2 / 2 / 2 3 2 4/ 1 8 / 2 3 PE R C O M M U N I T Y D E V E L O P M E N T D E P T . C O M M E N T S D A T E D 3 / 3 0 / 2 3 3 5/ 5 / 2 3 PE R C O M M U N I T Y D E V E L O P M E N T D E P T . C O M M E N T S D A T E D 4 / 2 8 / 2 3 5/8/2023 Prepared For: RE V I S I O N S DA T E NO . DE S I G N B Y : H. W I T T E N K E L L E R PR O J E C T N O . : 1" = 2 0 ' DA T E : DR A W N B Y : JA N U A R Y 2 4 , 2 0 2 3 D. O L S O N 21 - 0 7 6 SC A L E : J. M I L L E R CH E C K E D B Y : Prepared By: Mc D O N A L D ' S - W A U K E E , I A 28 2 0 G r a n d P r a i r i e P a r k w a y Wa u k e e , I o w a GE O M E T R I C P L A N C-2GEOMETRIC PLAN 20 10 20 40 800 N S NW N E SE S W wa t e r m a r k - e n g i n e e r i n g . c o m | 2 6 3 1 G i n g e r W o o d s P k w y | A u r o r a , I L 6 0 5 0 2 | ( 6 3 0 ) 3 7 5 - 1 8 0 0 Mc D o n a l d ' s Mc D o n a l d ' s 71 1 J o r i e B l v d . , 3 r d F l o o r Oa k B r o o k , I L 6 0 5 2 3 LC #14-0360 1 3/ 2 1 / 2 3 PE R C O M M U N I T Y D E V E L O P M E N T D E P T . C O M M E N T S D A T E D 2 / 2 / 2 3 2 4/ 1 8 / 2 3 PE R C O M M U N I T Y D E V E L O P M E N T D E P T . C O M M E N T S D A T E D 3 / 3 0 / 2 3 3 5/ 5 / 2 3 NO N E 55 LF 18" RCP @ 1.00% 27 LF 15" RCP @ 1.00% INV = 1036.90 1042 1041 1040 1040 1040 1041 1041 1041 1041 1039 1041 1042 1043 1043 1042 1042 1041 1042 1043 1042 1041 1042 1042 Prepared For: RE V I S I O N S DA T E NO . DE S I G N B Y : H. W I T T E N K E L L E R PR O J E C T N O . : 1" = 2 0 ' DA T E : DR A W N B Y : JA N U A R Y 2 4 , 2 0 2 3 D. O L S O N 21 - 0 7 6 SC A L E : J. M I L L E R CH E C K E D B Y : REFERENCE BENCHMARK SITE BENCHMARK Prepared By: = A.D.A. ACCESSIBLE ROUTE Mc D O N A L D ' S - W A U K E E , I A 28 2 0 G r a n d P r a i r i e P a r k w a y Wa u k e e , I o w a GR A D I N G P L A N C-3GRADING PLAN 20 10 20 40 800 N S NW N E SE S W wa t e r m a r k - e n g i n e e r i n g . c o m | 2 6 3 1 G i n g e r W o o d s P k w y | A u r o r a , I L 6 0 5 0 2 | ( 6 3 0 ) 3 7 5 - 1 8 0 0 Mc D o n a l d ' s Mc D o n a l d ' s 71 1 J o r i e B l v d . , 3 r d F l o o r Oa k B r o o k , I L 6 0 5 2 3 LC #14-0360 1 3/ 2 1 / 2 3 PE R C O M M U N I T Y D E V E L O P M E N T D E P T . C O M M E N T S D A T E D 2 / 2 / 2 3 2 4/ 1 8 / 2 3 PE R C O M M U N I T Y D E V E L O P M E N T D E P T . C O M M E N T S D A T E D 3 / 3 0 / 2 3 3 5/ 5 / 2 3 PE R C O M M U N I T Y D E V E L O P M E N T D E P T . C O M M E N T S D A T E D 4 / 2 8 / 2 3 Prepared For: DA T E NO . DE S I G N B Y : H. W I T T E N K E L L E R PR O J E C T N O . : 1" = 2 0 ' DA T E : DR A W N B Y : JA N U A R Y 2 4 , 2 0 2 3 D. O L S O N 21 - 0 7 6 SC A L E : J. M I L L E R CH E C K E D B Y : RE V I S I O N S Prepared By: = A.D.A. ACCESSIBLE ROUTE Mc D O N A L D ' S - W A U K E E , I A 28 2 0 G r a n d P r a i r i e P a r k w a y Wa u k e e , I o w a AC C E S S I B L E R O U T E G R A D E S A N D D E T A I L S C-4ACCESSIBLE ROUTE GRADES AND DETAILS 20 10 20 40 800 N S NW N E SE S W wa t e r m a r k - e n g i n e e r i n g . c o m | 2 6 3 1 G i n g e r W o o d s P k w y | A u r o r a , I L 6 0 5 0 2 | ( 6 3 0 ) 3 7 5 - 1 8 0 0 Mc D o n a l d ' s 71 1 J o r i e B l v d . , 3 r d F l o o r Oa k B r o o k , I L 6 0 5 2 3 LC #14-0360 Mc D o n a l d ' s REFERENCE BENCHMARK SITE BENCHMARK 3/ 2 1 / 2 3 1 PE R C O M M U N I T Y D E V E L O P M E N T D E P T . C O M M E N T S D A T E D 2 / 2 / 2 3 4/ 1 8 / 2 3 2 PE R C O M M U N I T Y D E V E L O P M E N T D E P T . C O M M E N T S D A T E D 3 / 3 0 / 2 3 5/ 5 / 2 3 3 NO N E 55 LF 18" RCP @ 1.00% 27 LF 15" RCP @ 1.00% INV = 1036.90 8" WATER Prepared For: RE V I S I O N S DA T E NO . DE S I G N B Y : H. W I T T E N K E L L E R PR O J E C T N O . : 1" = 2 0 ' DA T E : DR A W N B Y : JA N U A R Y 2 4 , 2 0 2 3 D. O L S O N 21 - 0 7 6 SC A L E : J. M I L L E R CH E C K E D B Y : REFERENCE BENCHMARK SITE BENCHMARK Prepared By: Mc D O N A L D ' S - W A U K E E , I A 28 2 0 G r a n d P r a i r i e P a r k w a y Wa u k e e , I o w a UT I L I T Y P L A N C-5UTILITY PLAN 20 10 20 40 800 N S NW N E SE S W wa t e r m a r k - e n g i n e e r i n g . c o m | 2 6 3 1 G i n g e r W o o d s P k w y | A u r o r a , I L 6 0 5 0 2 | ( 6 3 0 ) 3 7 5 - 1 8 0 0 Mc D o n a l d ' s Mc D o n a l d ' s 71 1 J o r i e B l v d . , 3 r d F l o o r Oa k B r o o k , I L 6 0 5 2 3 LC #14-0360 1 3/ 2 1 / 2 3 PE R C O M M U N I T Y D E V E L O P M E N T D E P T . C O M M E N T S D A T E D 2 / 2 / 2 3 2 4/ 1 8 / 2 3 PE R C O M M U N I T Y D E V E L O P M E N T D E P T . C O M M E N T S D A T E D 3 / 3 0 / 2 3 3 5/ 5 / 2 3 PE R C O M M U N I T Y D E V E L O P M E N T D E P T . C O M M E N T S D A T E D 4 / 2 8 / 2 3 Prepared For: RE V I S I O N S DA T E NO . DE S I G N B Y : H. W I T T E N K E L L E R PR O J E C T N O . : 1" = 2 0 ' DA T E : DR A W N B Y : JA N U A R Y 2 4 , 2 0 2 3 D. O L S O N 21 - 0 7 6 SC A L E : J. M I L L E R CH E C K E D B Y : 1" = SILT FENCE (TYP.) - 911 LF Prepared By: TEMPORARY CONSTRUCTION ENTRANCE Mc D O N A L D ' S - W A U K E E , I A 28 2 0 G r a n d P r a i r i e P a r k w a y Wa u k e e , I o w a PH A S E I E R O S I O N A N D S E D I M E N T C O N T R O L P L A N C-6PHASE I EROSION AND SEDIMENT CONTROL PLAN 20 10 20 40 800 N S NW N E SE S W wa t e r m a r k - e n g i n e e r i n g . c o m | 2 6 3 1 G i n g e r W o o d s P k w y | A u r o r a , I L 6 0 5 0 2 | ( 6 3 0 ) 3 7 5 - 1 8 0 0 Mc D o n a l d ' s Mc D o n a l d ' s 71 1 J o r i e B l v d . , 3 r d F l o o r Oa k B r o o k , I L 6 0 5 2 3 LC #14-0360 1 3/ 2 1 / 2 3 PE R C O M M U N I T Y D E V E L O P M E N T D E P T . C O M M E N T S D A T E D 2 / 2 / 2 3 2 4/ 1 8 / 2 3 NO N E 3 5/ 5 / 2 3 NO N E 55 LF 18" RCP @ 1.00% 27 LF 15" RCP @ 1.00% INV = 1036.90 1042 1041 1040 1040 1040 1041 1041 1041 1041 1039 1041 1042 1043 1043 1042 1042 1041 1042 1043 1042 1041 1042 1042 Prepared For: DA T E NO . DE S I G N B Y : H. W I T T E N K E L L E R PR O J E C T N O . : 1" = 2 0 ' DA T E : DR A W N B Y : JA N U A R Y 2 4 , 2 0 2 3 D. O L S O N 21 - 0 7 6 SC A L E : RE V I S I O N S J. M I L L E R CH E C K E D B Y : REFERENCE BENCHMARK SITE BENCHMARK SILT FENCE (TYP.) - 911 LF INLET PROTECTION -BASKET ONLY (6-LOC) Prepared By: TEMPORARY CONSTRUCTION ENTRANCE Mc D O N A L D ' S - W A U K E E , I A 28 2 0 G r a n d P r a i r i e P a r k w a y Wa u k e e , I o w a C-7 PH A S E I I E R O S I O N A N D S E D I M E N T C O N T R O L P L A N PHASE II EROSION AND SEDIMENT CONTROL PLAN 20 10 20 40 800 N S NW N E SE S W wa t e r m a r k - e n g i n e e r i n g . c o m | 2 6 3 1 G i n g e r W o o d s P k w y | A u r o r a , I L 6 0 5 0 2 | ( 6 3 0 ) 3 7 5 - 1 8 0 0 Mc D o n a l d ' s Mc D o n a l d ' s 71 1 J o r i e B l v d . , 3 r d F l o o r Oa k B r o o k , I L 6 0 5 2 3 LC #14-0360 TEMPORARY CONSTRUCTION TRAILER TEMPORARY SOLID WASTE CONTAINER TEMPORARY PORTABLE TOILET TEMPORARY CONCRETE WASHOUT WITH SIGN 1 3/ 2 1 / 2 3 TEMPORARY FILTER SOCK - 280 LF TEMPORARY TOPSOIL STOCKPILE TEMPORARY SAWCUTTING / GRINDING SLURRY CONTAINMENT AND DISPOSAL PE R C O M M U N I T Y D E V E L O P M E N T D E P T . C O M M E N T S D A T E D 2 / 2 / 2 3 TEMPORARY FILTER SOCK - 103 LF 2 4/ 1 8 / 2 3 PE R C O M M U N I T Y D E V E L O P M E N T D E P T . C O M M E N T S D A T E D 3 / 3 0 / 2 3 3 5/ 5 / 2 3 PE R C O M M U N I T Y D E V E L O P M E N T D E P T . C O M M E N T S D A T E D 4 / 2 8 / 2 3 Prepared For: DA T E NO . DE S I G N B Y : H. W I T T E N K E L L E R PR O J E C T N O . : DA T E : DR A W N B Y : JA N U A R Y 2 4 , 2 0 2 3 D. O L S O N 21 - 0 7 6 SC A L E : J. M I L L E R CH E C K E D B Y : RE V I S I O N S NO N E Prepared By: Mc D O N A L D ' S - W A U K E E , I A 28 2 0 G r a n d P r a i r i e P a r k w a y Wa u k e e , I o w a C-8 SO I L E R O S I O N C O N T R O L D E T A I L S A N D S P E C S SOIL EROSION CONTROL DETAILS AND SPECS wa t e r m a r k - e n g i n e e r i n g . c o m | 2 6 3 1 G i n g e r W o o d s P k w y | A u r o r a , I L 6 0 5 0 2 | ( 6 3 0 ) 3 7 5 - 1 8 0 0 Mc D o n a l d ' s Mc D o n a l d ' s 71 1 J o r i e B l v d . , 3 r d F l o o r Oa k B r o o k , I L 6 0 5 2 3 LC #14-0360 1 3/ 2 1 / 2 3 PE R C O M M U N I T Y D E V E L O P M E N T D E P T . C O M M E N T S D A T E D 2 / 2 / 2 3 2 4/ 1 8 / 2 3 PE R C O M M U N I T Y D E V E L O P M E N T D E P T . C O M M E N T S D A T E D 3 / 3 0 / 2 3 3 5/ 5 / 2 3 NO N E Prepared For: RE V I S I O N S DA T E NO . DE S I G N B Y : H. W I T T E N K E L L E R PR O J E C T N O . : DA T E : DR A W N B Y : JA N U A R Y 2 4 , 2 0 2 3 D. O L S O N 21 - 0 7 6 SC A L E : NO N E J. M I L L E R CH E C K E D B Y : Prepared By: Mc D O N A L D ' S - W A U K E E , I A 28 2 0 G r a n d P r a i r i e P a r k w a y Wa u k e e , I o w a PR O J E C T D E T A I L S C-9PROJECT DETAILS wa t e r m a r k - e n g i n e e r i n g . c o m | 2 6 3 1 G i n g e r W o o d s P k w y | A u r o r a , I L 6 0 5 0 2 | ( 6 3 0 ) 3 7 5 - 1 8 0 0 Mc D o n a l d ' s Mc D o n a l d ' s 71 1 J o r i e B l v d . , 3 r d F l o o r Oa k B r o o k , I L 6 0 5 2 3 LC #14-0360 1 3/ 2 1 / 2 3 PE R C O M M U N I T Y D E V E L O P M E N T D E P T . C O M M E N T S D A T E D 2 / 2 / 2 3 2 4/ 1 8 / 2 3 PE R C O M M U N I T Y D E V E L O P M E N T D E P T . C O M M E N T S D A T E D 3 / 3 0 / 2 3 3 5/ 5 / 2 3 PE R C O M M U N I T Y D E V E L O P M E N T D E P T . C O M M E N T S D A T E D 4 / 2 8 / 2 3 Prepared For: DA T E NO . DE S I G N B Y : H. W I T T E N K E L L E R PR O J E C T N O . : DA T E : DR A W N B Y : JA N U A R Y 2 4 , 2 0 2 3 D. O L S O N 21 - 0 7 6 SC A L E : NO N E J. M I L L E R CH E C K E D B Y : Prepared By: Mc D O N A L D ' S - W A U K E E , I A 28 2 0 G r a n d P r a i r i e P a r k w a y Wa u k e e , I o w a PR O J E C T D E T A I L S C-10PROJECT DETAILS wa t e r m a r k - e n g i n e e r i n g . c o m | 2 6 3 1 G i n g e r W o o d s P k w y | A u r o r a , I L 6 0 5 0 2 | ( 6 3 0 ) 3 7 5 - 1 8 0 0 Mc D o n a l d ' s Mc D o n a l d ' s 71 1 J o r i e B l v d . , 3 r d F l o o r Oa k B r o o k , I L 6 0 5 2 3 LC #14-0360 1 3/ 2 1 / 2 3 RE V I S I O N S PE R C O M M U N I T Y D E V E L O P M E N T D E P T . C O M M E N T S D A T E D 2 / 2 / 2 3 2 4/ 1 8 / 2 3 PE R C O M M U N I T Y D E V E L O P M E N T D E P T . C O M M E N T S D A T E D 3 / 3 0 / 2 3 3 5/ 5 / 2 3 NO N E Prepared For: RE V I S I O N S DA T E NO . DE S I G N B Y : H. W I T T E N K E L L E R PR O J E C T N O . : DA T E : DR A W N B Y : JA N U A R Y 2 4 , 2 0 2 3 D. O L S O N 21 - 0 7 6 SC A L E : J. M I L L E R CH E C K E D B Y : Prepared By: Mc D O N A L D ' S - W A U K E E , I A 28 2 0 G r a n d P r a i r i e P a r k w a y Wa u k e e , I o w a PR O J E C T S P E C I F I C A T I O N S C-11PROJECT SPECIFICATIONS wa t e r m a r k - e n g i n e e r i n g . c o m | 2 6 3 1 G i n g e r W o o d s P k w y | A u r o r a , I L 6 0 5 0 2 | ( 6 3 0 ) 3 7 5 - 1 8 0 0 Mc D o n a l d ' s Mc D o n a l d ' s 71 1 J o r i e B l v d . , 3 r d F l o o r Oa k B r o o k , I L 6 0 5 2 3 LC #14-0360 1 3/ 2 1 / 2 3 PE R C O M M U N I T Y D E V E L O P M E N T D E P T . C O M M E N T S D A T E D 2 / 2 / 2 3 2 4/ 1 8 / 2 3 PE R C O M M U N I T Y D E V E L O P M E N T D E P T . C O M M E N T S D A T E D 3 / 3 0 / 2 3 3 5/ 5 / 2 3 NO N E S84°01'02"W 750.53' L=40.56' R=25.00' Δ=92°56'45" CH=36.25' CB=N49°30'20"W L = 212.86' R=465.00' Δ =26°13'41" CH=211.01' C B=N10°04'38"E L=456.31' R=1035.00' Δ=25°15'38" CH=452.62' CB=N10°33'38"E L=451.22' R=965.00' Δ=26°47'26" CH=447.12' CB=N11°19'32"E N2 4 ° 4 3 ' 1 5 " E 55 6 . 5 6 ' L=45.22' R=25.00' Δ=103°38'44" CH=39.31' CB=N76°34'25"E L=36.76' R=465.00' Δ=4°31'46" CH=36.75' CB=S49°20'55"E S 5 3 ° 2 3 ' 2 2 " E 1 8 8 . 4 9 ' L=105.26' R=1155.00' Δ=5°13'17" CH=105.22' CB=S66°45'55"E S26°31'49"E 25.00' S0 0 ° 3 4 ' 2 6 " W 36 9 . 9 8 ' S04°20'46"W 52.58' S0 0 ° 3 5 ' 0 6 " W 21 6 . 5 1 ' S42 ° 1 2 ' 2 2 " W 147 . 1 7 ' S83°58'43"W 2630.48' S84°02'57"W 2637.18' N0 0 ° 3 4 ' 1 7 " E 26 4 7 . 0 4 ' S6 5 ° 1 6 ' 4 5 " E 70. 0 0 ' S6 5 ° 1 6 ' 4 5 " E 70. 0 0 ' N2 4 ° 4 3 ' 1 5 " E 56 8 . 7 1 ' L=483.95' R=1035.00' Δ=26°47'26" CH=479.55' CB=N11°19'32"E (M ) (M) (M ) (M) (M ) (M ) L=486.23' R=1587.50' Δ=17°32'56" CH=484.33' CB=S9°20'48"W (M) S69 ° 2 2 ' 3 4 " E 83.0 2 ' (M) (M) ( M ) (M) (M ) (M) (M ) (M ) (M ) (M) ▲ L=300.81' R=965.00 ' Δ=17°51'37" CH=299.59' CB=N6°51'37"E N87°55'49"E 70.00' (M ) (M ) 11 6 . 5 7 ' (M ) (M ) 70. 0 0 ' 70 . 0 0 ' (M) N00°34'17"E 60.03'(M & ) (M ) S69 ° 2 2 ' 3 4 " E 83.0 3 ' S84°34'27"E 45.79' L = 3 2 2.1 3' R = 10 6 5.00' Δ = 1 7°19'4 9" C H = 3 2 0.9 1' C B = S 5 5°4 5'0 6"E Δ=(M & ) S67°47'24"W 25.00'(M) (M) L=152.16' R=1135.00' Δ=7°40'53" CH=152.05' CB=S50°55'28"E (M) Δ=(M & ) (M) ( M ) ▲ L = 2 1 3.7 2' ( M & ) L=70.06' R=535.00' Δ=7°30'11" CH=70.01' CB=S50°49'48"E (M)▲ Δ=(M & ) (M) SEE PG.2 67,102 SQUARE FEET (1.540± ACRES) 410.30'(M & ) ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ ▲ (M) LOT 1 KEETOWN LOOP PLAT 1 LOT 2 KEETOWN LOOP PLAT 1 (PROJECT AREA) LOT 3 KEETOWN LOOP PLAT 1 LOT 2 KEETOWN LOOP PLAT 2 BK 2022 PG 22242 LOT 3 KEETOWN LOOP PLAT 2 BK 2022 PG 22242 N83°56'54"E 32.30' N83°58'07"E 43.79' (M) (M) ALTA / NSPS LAND TITLE SURVEY LOT 2, FINAL PLAT KEETOWN LOOP PLAT 1 SOUTH HALF OF SECTION 4, TOWNSHIP 78 NORTH, RANGE 26 WEST FIFTH PRINCIPAL MERIDIAN CITY OF WAUKEE, DALLAS COUNTY, IA PROJECT: DATE: PROJECT NO.: McDonald's USA, LLC L/C #014-0360 Grand Prarie Parkway Waukee, Iowa 07/22/2022 0220980.01 DESCRIPTION:DATE:# ISSUE: GROUP www.f-w.comEngineers | Architects | Surveyors | Scientists 20 ALLEN AVENUE, SUITE 200 ST LOUIS, MISSOURI 63119 (314) 962-7900 / info@f-w.com REVIEWED: DESIGNED: DRAWN: SHEET TITLE: SHEET NUMBER: FIELD BOOK NO.: ALTA / NSPS LAND TITLE SURVEY SUV FGI FGI FGI 16/385 of 2 0 U.S. SURVEY FEET SCALE: 1"=100' 50 100 200 BOUNDARY DETAIL LEGAL DESCRIPTION FROM TITLE COMMITMENT (EXHIBIT "A") LOT 2, KEETOWN LOOP PLAT 1, AN OFFICIAL PLAT, NOW INCLUDED AND FORMING A PART OF THE CITY OF WAUKEE, DALLAS COUNTY, IOWA. LEGAL DESCRIPTION OF LOT 2 (PROJECT AREA) A PARCEL OF LAND KNOWN AS LOT 2 OF KEETOWN LOOP PLAT 1, LOCATED IN OUTLOT U OF THE SHOPS OF KETTLESTONE NORTH PLAT 4 SUBDIVISION, RECORDED IN BOOK 2018, PAGE 14402 ON AUGUST 1, 2018 IN THE DALLAS COUNTY RECORDER’S OFFICE, SITUATED WITHIN THE SOUTH HALF OF SECTION 4, TOWNSHIP 78 NORTH, RANGE 26 WEST, FIFTH PRINCIPAL MERIDIAN, CITY OF WAUKEE, DALLAS COUNTY, IOWA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHERN-MOST NORTHEAST CORNER OF SAID OUTLOT U, THENCE SOUTH 26°31’49” EAST, 25.00 FEET ALONG THE NORTHEAST LINE OF SAID OUTLOT U TO THE EASTERN-MOST NORTHEAST CORNER OF SAID OUTLOT U; THENCE 184.39 FEET SOUTHWESTERLY ALONG A NON TANGENT CURVE TO THE LEFT, WITH A RADIUS OF 1587.50 FEET AND A CENTRAL ANGLE OF 06°39’18”, THE CHORD OF WHICH BEARS SOUTH 14°47’37” WEST, 184.28 FEET; THENCE NORTH 89°59’57” WEST, 235.96 FEET; THENCE NORTH 00°00'03" EAST, 268.44 FEET; THENCE NORTH 35°22'23" EAST, 60.42 FEET TO A POINT ON THE NORTHERLY LINE OF SAID OUTLOT U; THENCE SOUTH 53°23’22” EAST, 77.83 FEET ALONG SAID NORTHERLY LINE; THENCE 105.26 FEET EASTERLY ALONG SAID NORTHERLY LINE BEING A CURVE TO THE LEFT WITH A RADIUS OF 1155.00 FEET AND A CENTRAL ANGLE OF 05°13’17”, THE CHORD OF WHICH BEARS SOUTH 66°45’55” EAST, 105.22 FEET; THENCE SOUTH 69°22’34” EAST, 83.02 FEET ALONG SAID NORTHERLY LINE TO THE POINT OF BEGINNING, CONTAINING 67,102 SQUARE FEET, OR 1.540 ACRES, MORE OR LESS. THIS IS TO CERTIFY TO McDONALD'S CORPORATION, A DELAWARE COMPANY, McDONALD'S USA, LLC, A DELAWARE LIMITED LIABILITY COMPANY, McDONALD'S REAL ESTATE COMPANY, A DELAWARE COMPANY, AND CHICAGO TITLE INSURANCE COMPANY, THAT WE HAVE, DURING THE MONTH OF JULY, 2022, AT THEIR REQUEST, MADE A PROPERTY BOUNDARY SURVEY OF A TRACT OF LAND BEING THAT PARCEL CONVEYED TO THE QUARTER AT WAUKEE, L.L.C. BY DEED RECORDED IN BOOK 2020, PAGE 2286 OF THE DALLAS COUNTY RECORDS, SITUATED WITHIN THE SOUTH HALF OF SECTION 4, TOWNSHIP 78 NORTH , RANGE 26 WEST, FIFTH PRINCIPAL MERIDIAN, CITY OF WAUKEE, DALLAS COUNTY, IOWA, BEING MORE PARTICULARLY DESCRIBED IN THE LEGAL DESCRIPTION, ATTACHED HEREWITH, OUTLOT 'U' CONTAINING 24.50 ACRES MORE OR LESS (PROJECT AREA / LOT 2 CONTAINING 1.540 ACRES, MORE OR LESS). THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY UPON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 2, 3, 4, 6(A), 7(A), 7(B1), 8, 9, 10, 11(A) AND 13 OF TABLE "A" THEREOF. THE FIELDWORK WAS COMPLETED ON JUNE 17, 2022. THIS SURVEY HAS ALSO BEEN MADE IN ACCORDANCE WITH THE CURRENT IOWA MINIMUM STANDARDS FOR PROPERTY SURVEYS, MEETS THE ACCURACY REQUIREMENTS AS DEFINED THEREIN, AND THE RESULTS ARE AS SHOWN ON THIS PLAT. BEARINGS ARE BASED ON GRID NORTH OF THE IOWA PLANE COORDINATE SYSTEM, SOUTH ZONE. I HEREBY CERTIFY THAT THIS LAND SURVEY DOCUMENT WAS PREPARED AND THE RELATED SURVEY WORK WAS PERFORMED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM DULY LICENSED PROFESSIONAL LAND SURVEYOR UNDER THE LAWS OF THE STATE OF IOWA. FARNSWORTH GROUP, INC. 20 ALLEN AVE. STE 200 ST. LOUIS, MISSOURI 63119 BY:__________________________________________ ERIC TRENTMANN DATED 1/27/2023 IOWA PROFESSIONAL LAND SURVEYOR No. P26494 LICENSE EXPIRES 12-31-24 TITLE COMMITMENT NOTES * SOURCE OF TITLE: A CHICAGO TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE, No. MN304460, DATED JANUARY 3, 2022, SUPPLEMENTED ON JANUARY 12, 2023. ALL CALLS TO DEED AND PLAT BOOKS ARE FOR THOSE BOOKS IN THE DALLAS COUNTY RECORDS. SCHEDULE B PART II EXCEPTIONS ARE AS FOLLOWS: 1-11) NOT SURVEY RELATED ITEMS 12) LIMITED EASEMENT IN FAVOR OF XENIA RURAL WATER DISTRICT DATED MARCH 31, 1994, RECORDED APRIL 4, 1994, IN BOOK 764, PAGE 564. ASSIGNMENT, TRANSFER AND CONVEYANCE OF EASEMENT RIGHTS FROM XENIA RURAL WATER DISTRICT TO THE CITY OF WAUKEE, DATED OCTOBER 7, 2015, RECORDED NOVEMBER 6, 2015, IN BOOK 2015, PAGE 18093. (SEE ITEM 16 ON ASSIGNMENT) AFFECTS SUBJECT PROPERTY. THE EASEMENT DESCRIPTION IS BLANKET IN NATURE AND STATED THE EASEMENT IS A 30-FOOT STRIP, THE CENTERLINE OF WHICH BEING THE AS-BUILT LOCATION OF THE WATER PIPELINE. NOTE THERE IS EVIDENCE OF A WATERLINE TO BE CONSTRUCTED ON SITE, AND IS SHOWN HEREON WITHOUT SAID GRAPHIC 30' EASEMENT DEPICTION, SINCE THE WATERLINE HAS YET TO BE CONSTRUCTED. 13) PUBLIC UTILITY EASEMENT IN FAVOR OF THE CITY OF WAUKEE, DATED APRIL 12, 2013, RECORDED JUNE 6, 2013, IN BOOK 2013, PAGE 10387. AFFECTS THE SUBJECT PROPERTY AS SHOWN HEREON. 14) DELETED IN SUPPLEMENTAL COMMITMENT. 15) DEVELOPER’S AGREEMENT DATED DECEMBER 8, 2016, RECORDED JANUARY 11, 2017, IN BOOK 2017, PAGE 671. NOT A SURVEY ITEM. 16) DELETED IN SUPPLEMENTAL COMMITMENT. 17) EASEMENTS SET FORTH ON THE PLAT OF THE SHOPS AT KETTLESTONE NORTH PLAT 1, RECORDED FEBRUARY 22, 2017, IN BOOK 2017, PAGE 3256. AFFECTS THE SUBJECT PROPERTY AS SHOWN ON PLAT. 18) SANITARY SEWER EASEMENT IN FAVOR OF THE CITY OF WAUKEE, DATED FEBRUARY 9, 2017, RECORDED FEBRUARY 22, 2017, IN BOOK 2017, PAGE 3264. AFFECTS THE SUBJECT PROPERTY AS SHOWN ON PLAT 19-20) DELETED IN SUPPLEMENTAL COMMITMENT. 21) STORM WATER MANAGEMENT FACILITY MAINTENANCE COVENANT AND PERMANENT EASEMENT AGREEMENT IN FAVOR OF THE CITY OF WAUKEE, RECORDED MARCH 27, 2017, IN BOOK 2017, PAGE 5162. AFFECTS SUBJECT PROPERTY. EASEMENT INCLUDES SUBJECT PROPERTY AS PART OF A LARGER AREA INCLUDING SURFACE DRAINAGE COMPONENTS DIRECTED TO A STORM WATER DETENTION BASIN LOCATED SOUTH AND WEST OF THE SUBJECT PROPERTY. SEE DOCUMENT FOR FURTHER DETAILS. 22) DELETED IN SUPPLEMENTAL COMMITMENT. 23) EASEMENTS SET FORTH ON THE PLAT OF THE SHOPS AT KETTLESTONE NORTH PLAT 4, RECORDED AUGUST 1, 2018, IN BOOK 2018, PAGE 14402. AFFECTS THE SUBJECT PROPERTY AS SHOWN ON PLAT. 24) DECLARATION OF OWNERS ASSOCIATION FOR THE SHOPS AT KETTLESTONE NORTH, DATED JULY 9, 2018, RECORDED AUGUST 1, 2018, IN BOOK 2018, PAGE 14403. AFFECTS SUBJECT PROPERTY. EASEMENTS ARE BLANKET IN NATURE AND THEREFORE NOT DEPICTED ON THE PLAT. REFER TO DOCUMENT FOR FURTHER INFORMATION. 25-27) DELETED IN SUPPLEMENTAL COMMITMENT. 28) STORM WATER MANAGEMENT FACILITY MAINTENANCE COVENANT AND PERMANENT EASEMENT AGREEMENT IN FAVOR OF THE CITY OF WAUKEE, RECORDED AUGUST 1, 2018, IN BOOK 2018, PAGE 14411. AFFECTS THE SUBJECT PROPERTY. DOCUMENT INCLUDES EASEMENT FOR OFFSITE DETENTION BASIN AREA AND COVENANTS DESCRIBING RESPONSIBILITIES OF SUBJECT PROPERTY AS A “BENEFITED PROPERTY”. SEE DOCUMENT FOR DETAILS. 29) DELETED IN SUPPLEMENTAL COMMITMENT. 30) NOT SURVEY RELATED ITEMS 31) DECLARATION OF EASEMENTS AND RESTRICTIONS DATED AUGUST 12, 2022, RECORDED SEPTEMBER 9, 2022, IN BOOK 2022, PAGE 19676. AFFECTS THE SUBJECT PARCEL. REFER TO DOCUMENT FOR FURTHER / ADDITIONAL INFORMATION AND DETAILS. 32)TERMS, CONDITIONS AND RESTRICTIONS OF AND EASEMENTS SET FORTH IN DECLARATION OF EASEMENTS AND RESTRICTIONS KEETOWN LOOP DATED SEPTEMBER 22, 2022, CONTAINED IN THE PLATTING OF KEETOWN LOOP PLAT 1 RECORDED SEPTEMBER 27, 2022, IN BOOK 2022, PAGE 20812. AFFECTS THE SUBJECT PARCEL. REFER TO DOCUMENT FOR FURTHER / ADDITIONAL INFORMATION AND DETAILS. (SEE NOTE 10 AS WELL) AS AFFECTED BY FIRST AMENDING AGREEMENT TO DECLARATION OF EASEMENTS AND RESTRICTIONS KEETOWN LOOP DATED OCTOBER 5, 2022, CONTAINED IN THE PLATTING OF KEETOWN LOOP PLAT 2 RECORDED OCTOBER 20, 2022, IN BOOK 2022, PAGE 22242. DOES NOT AFFECT THE SUBJECT PARCEL. SAID PLAT CREATES TWO NEW LOTS WITH LOT 4 OF THE FINAL PLAT OF KEETOWN LOOP PLAT 1. 33) TERMS AND CONDITIONS OF THE PLATTING OF KEETOWN LOOP PLAT 1 AND EASEMENTS SHOWN ON THE RECORDED PLAT THEREOF RECORDED SEPTEMBER 27, 2022, IN BOOK 2022, PAGE 20812. AFFECTS THE SUBJECT PARCEL. THE LOTS FROM SAID PLAT ARE SHOWN HEREON. CORRESPONDING EASEMENTS APPEAR AS ITEM BII NUMBERS 13 & 18 ON PLAT. 34-35) DELETED IN SUPPLEMENTAL COMMITMENT. 36) TERMS AND CONDITIONS OF AND EASEMENT FOR PUBLIC UTILITY AND RELATED PURPOSES IN FAVOR OF THE CITY OF WAUKEE, IOWA, A MUNICIPAL CORPORATION, CONTAINED IN PUBLIC UTILITY EASEMENT(S) DATED SEPTEMBER 19, 2022, RECORDED SEPTEMBER 27, 2022, IN BOOK 2022, PAGE 20814. AFFECTS THE SUBJECT PROPERTY AS SHOWN ON PLAT. SEE SAID DOCUMENT FOR EASEMENT USE DETAILS. 37) TERMS AND CONDITIONS OF AND EASEMENTS FOR PARKING LOT, DRIVEWAY AND RELATED PURPOSES CONTAINED IN PARKING LOT / DRIVEWAY ACCESS EASEMENT DATED SEPTEMBER 19, 2022, RECORDED SEPTEMBER 27, 2022, IN BOOK 2022, PAGE 20815. AFFECTS THE SUBJECT PARCEL. EASEMENT IS BLANKET IN NATURE AND THEREFOR NOT DEPICTED ON THE PLAT. 38) NOT SURVEY RELATED ITEMS GENERAL NOTES 1. WE HAVE EXAMINED COMMUNITY PANEL NUMBER 19049C0355F, DATED DECEMBER 7, 2018 OF THE FLOOD INSURANCE RATE MAPS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY FOR THE AREA CONTAINING THE SUBJECT PROPERTY. SAID PROPERTY IS LOCATED IN ZONE “X”, AN AREA OF MINIMAL FLOOD HAZARD. 2. PROJECT BENCHMARK: 5/8" IRON ROD WITH ORANGE PLASTIC CAP (FARNSWORTH CONTROL), LOCATED ON THE WEST SIDE OF GRAND PRAIRIE PARKWAY, ROUGHLY 38 FEET SOUTH AND 5 FEET EAST OF THE EASTERLY- MOST NORTHEAST PROPERTY CORNER, ELEVATION = 1041.39 FEET (NAVD88), OBTAINED BY PROCESSING STATIC GPS SURVEY OBSERVATIONS THROUGH THE NATIONAL GEODETIC SURVEY ONLINE POSITIONING USER SERVICE (OPUS). 3. SITE BENCHMARK NO. 1: TOP OPERATING NUT OF A FIRE HYDRANT, LOCATED IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF S.E. ESKER DRIVE AND GRAND PRAIRIE PARKWAY, ROUGHLY 93 FEET NORTH AND 16 FEET EAST OF THE NORTHERLY-MOST NORTHEAST PROPERTY CORNER., ELEVATION = 1041.63 FEET (NAVD88). 4. SITE BENCHMARK NO. 2: TOP OPERATING NUT OF A FIRE HYDRANT, LOCATED ON THE NORTH SIDE OF S.E. ESKER RIDGE DRIVE, ROUGHLY 93 FEET NORTH AND 155 FEET WEST OF THE NORTHERLY-MOST NORTHEAST PROPERTY CORNER., ELEVATION = 1043.44 FEET (NAVD88). 5. THE UTILITIES SHOWN ON THIS PLAT HAVE BEEN LOCATED FROM FIELD OBSERVATIONS OF VISIBLE IMPROVEMENTS. UTILITY PLANS WERE NOT PROVIDED, AND A PRIVATE UTILITY LOCATE WAS NOT REQUESTED BY THE CLIENT. LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY, AND RELIABLY DEPICTED. WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED THAT EXCAVATION MAY BE NECESSARY. 6. BASED UPON THE CITY OF WAUKEE COMMUNITY DEVELOPMENT DIRECTOR, ANDY KASS, THE SITE IS IN ZONING DISTRICT “K-RR – KETTLESTONE RETAIL REGIONAL DISTRICT”. SETBACK REQUIREMENTS ARE AS FOLLOW: FRONT: PRINCIPAL USE – NO SETBACK; ACCESSORY STRUCTURE- 20’ MIN. REAR: PRINCIPAL USE – NO SETBACK; ACCESSORY STRUCTURE- 5’ MIN SIDE: PRINCIPAL USE – NO SETBACK; ACCESSORY STRUCTURE- 5’ MIN *PRINCIPAL BUILDING SEPARATION IS 25’ 7. AT THE TIME OF THE FIELD WORK, THERE WAS EVIDENCE OF PAST EARTH MOVING ACTIVITIES, INCLUDING SITE GRADING AND SOIL STOCKPILING. THERE WAS ALSO EVIDENCE OF A FUTURE WATERLINE TO BE CONSTRUCTED ONSITE. 8. MONUMENTS WERE NOT SET AT THE PROPOSED PROJECT AREA, AS THE SITE MAY CHANGE. 9. PER REQUEST FROM CLIENT, TOPOGRAPHIC DATA WAS ACQUIRED ON A PORTION OF OUTLOT 'U'. 10. LOCATION OF 10' PUE ACCORDING TO THE FINAL PLAT OF KEETOWN LOOP PLAT 1 HYPERLINKED IN THE TITLE COMMITMENT, AND THE LOCATION OF THE SAME 10' PUE SHOWN IN SCHEDULE B PART II, ITEM NUMBER 32 (PAGE 62) ARE DIFFERENT. BOTH VERSIONS ARE SHOWN HEREON. REFERENCE SAID DOCUMENTS FOR FURTHER CLARIFICATION. 1 10/20/22 INFORMATION ADDED (NEW PLAT) 2 12/05/22 CERTIFICATE MODIFICATION ERIC A. TRENTMANN P26494 3 1/25/23 SUPPLEMENTAL TITLE COMMITMENT ADDITION 67,102 SQUARE FEET (1.540± ACRES) LOT 1 KEETOWN LOOP PLAT 1 LOT 2 KEETOWN LOOP PLAT 1 (PROJECT AREA) LOT 3 KEETOWN LOOP PLAT 1 L=105.26' R=1155.00' Δ=5°13'17" CH=105.22' CB=S66°45'55"E S69 ° 2 2 ' 3 4 " E 83.0 2 ' S 2 6 ° 3 1 ' 4 9 " E 2 5 . 0 0 ' L=184.39' R=1587.50' Δ=6°39'18" CH=184.28' CB=S14°47'37"W N89°59'57"W 235.96' N0 0 ° 0 0 ' 0 3 " E 26 8 . 4 4 ' N35 ° 2 2 ' 2 3 " E 60. 4 2 ' S 5 3 ° 2 3 ' 2 2 " E 7 7 . 8 3 ' LOT 3 KEETOWN LOOP PLAT 2 BK 2022 PG 22242 ALTA / NSPS LAND TITLE SURVEY PROJECT: DATE: PROJECT NO.: McDonald's USA, LLC L/C #014-0360 Grand Prarie Parkway Waukee, Iowa 07/22/2022 0220980.01 DESCRIPTION:DATE:# ISSUE: GROUP www.f-w.comEngineers | Architects | Surveyors | Scientists 20 ALLEN AVENUE, SUITE 200 ST LOUIS, MISSOURI 63119 (314) 962-7900 / info@f-w.com REVIEWED: DESIGNED: DRAWN: SHEET TITLE: SHEET NUMBER: FIELD BOOK NO.: ALTA / NSPS LAND TITLE SURVEY SUV FGI FGI FGI 16/385 of 2 0 U.S. SURVEY FEET SCALE: 1"=20' 10 20 40 SYMBOLS LEGEND ABBREVIATIONS LINE LEGEND LOT 2, FINAL PLAT KEETOWN LOOP PLAT 1 SOUTH HALF OF SECTION 4, TOWNSHIP 78 NORTH, RANGE 26 WEST FIFTH PRINCIPAL MERIDIAN CITY OF WAUKEE, DALLAS COUNTY, IA 1 10/20/22 INFORMATION ADDED (NEW PLAT) 2 12/05/22 CERTIFICATE MODIFICATION 3 1/25/23 SUPPLEMENTAL TITLE COMMITMENT ADDITION Prepared For: DA T E NO . DE S I G N B Y : H. W I T T E N K E L L E R PR O J E C T N O . : 1" = 2 0 ' DA T E : DR A W N B Y : JA N U A R Y 2 4 , 2 0 2 3 D. O L S O N 21 - 0 7 6 SC A L E : J. M I L L E R CH E C K E D B Y : RE V I S I O N S Prepared By: Mc D O N A L D ' S - W A U K E E , I A 28 2 0 G r a n d P r a i r i e P a r k w a y Wa u k e e , I o w a LA N D S C A P E P L A N L-1LANDSCAPE PLAN 20 10 20 40 800 N S NW N E SE S W Know what's Below Call before you dig. . wa t e r m a r k - e n g i n e e r i n g . c o m | 2 6 3 1 G i n g e r W o o d s P k w y | A u r o r a , I L 6 0 5 0 2 | ( 6 3 0 ) 3 7 5 - 1 8 0 0 Mc D o n a l d ' s Mc D o n a l d ' s 71 1 J o r i e B l v d . , 3 r d F l o o r Oa k B r o o k , I L 6 0 5 2 3 LC #14-0360 1 3/ 2 1 / 2 3 NOTE: L I G H T I N G SECURITY TM 11/18/2022 EX50397.AGI 1"=20' 0" VH Pole Fixtures Are Full Cutoff Tilt=0 Calculation Grids Are At Grade Pole Light Mounting Height=21ft (18' Pole + 3' Base) 1152 SE ASHWORTH RD WAUKEE, IA 39633 ASCE 7-10 WIND SPEEDS (3-SEC PEAK GUST MPH) 50 YEAR MEAN RECURRENCE INTERVAL ALLOWED EPA 13.6 @ WIND LOAD 90 MPH PROJECT WIND LOAD CRITERIA BASED ON: Regional Drawing # 14-0360 2 5 . 0 0 ' S 2 6 ° 3 1 ' 4 9 " E D R I V E T H R U D R I V E T H R U T PROPOSED McDONALD'S 4597 BUILDING THANK YOU DRIVE THRU S0 0 % % D 0 0 ' 0 0 " E 2 6 8 . 4 4 ' N90%%D00'00"W 235.96' LENGTH 184.39' RADIUS 1587.50' S 3 5 %%D 2 2 '2 0 "W 6 0 .4 2 ' S 5 3 ° 2 3 ' 2 2 " E 7 7 . 8 3 ' LENGTH 105.26' RADIUS 1155.0' S69°22'34"E 83.02' GRAND PRAIRIE PKWY SE ESKER RIDGE DR AVERAGE MAX = 3FC ABSOLUTE MAX = 10FC PROPERTY LINE MAX = 2FC B MH: 21 B MH: 21 MH: 21 B B MH: 21 B MH: 21 3.6 3.8 3.5 4.1 4.5 2.6 1.3 1.0 1.6 3.3 4.6 3.9 3.3 3.4 3.8 4.5 3.6 2.7 5.4 6.1 5.8 5.7 5.8 6.0 5.7 3.1 1.6 1.3 2.0 4.0 6.2 5.8 5.6 5.6 5.8 6.3 4.4 2.6 4.7 5.0 4.6 4.6 4.6 4.9 5.0 3.0 1.5 1.2 1.9 3.8 5.2 4.7 4.6 4.6 4.7 5.2 4.0 1.0 2.2 3.5 3.6 3.2 3.2 3.1 3.5 3.6 2.5 1.4 1.1 1.7 2.9 3.6 3.3 3.1 3.1 3.3 3.7 3.1 1.7 0.8 0.9 1.6 2.1 2.1 2.0 1.9 2.0 2.1 2.1 1.7 1.1 1.0 1.3 1.9 2.1 2.0 1.9 2.0 2.1 2.2 2.1 1.4 0.8 0.7 1.1 1.2 1.2 1.1 1.1 1.1 1.1 1.0 1.0 0.8 0.7 0.9 1.0 1.0 1.0 1.0 1.1 1.2 1.3 1.3 1.2 0.9 1.0 1.1 1.1 1.0 0.9 0.8 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.6 0.7 1.0 1.3 1.4 1.5 1.4 1.8 2.0 1.8 1.2 1.9 2.5 2.9 2.9 3.8 4.1 3.7 1.4 2.5 4.0 5.2 5.4 5.3 6.2 4.9 1.3 2.5 4.0 5.4 6.0 4.7 5.7 4.4 3.1 1.3 2.4 3.6 5.2 5.6 3.8 5.6 4.2 1.8 1.0 1.2 2.3 3.6 5.2 5.3 3.9 5.6 4.2 1.0 0.9 0.9 0.9 0.8 0.8 0.7 0.8 0.8 0.9 0.9 0.9 1.4 2.4 3.6 5.2 5.5 4.6 5.7 4.4 3.1 1.9 1.2 1.3 1.7 1.8 1.7 1.7 1.6 1.7 1.8 1.8 1.4 1.1 1.5 2.6 3.9 5.3 5.9 1.6 5.3 6.2 4.9 3.4 2.0 1.3 1.6 2.6 3.3 3.1 2.8 2.8 2.9 3.3 3.0 2.0 1.3 1.6 2.6 4.0 5.2 5.6 1.3 3.9 4.2 3.8 2.9 1.9 1.4 1.8 3.4 4.9 4.5 4.2 4.2 4.3 4.8 4.2 2.3 1.4 1.4 2.0 2.6 2.9 2.9 0.7 1.9 1.9 1.7 1.4 1.3 1.8 3.7 6.0 5.7 5.6 5.6 5.7 6.1 4.8 2.4 1.3 1.1 1.1 1.2 0.7 0.8 0.8 0.8 0.8 1.0 1.6 3.4 5.3 4.8 3.9 4.0 4.5 5.1 4.4 2.2 1.1 0.7 0.6 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.2 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.0 0.1 0.1 0.1 0.1 0.2 0.4 0.3 0.3 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.0 0.0 0.10.10.10.20.30.40.40.40.20.20.10.10.10.10.20.20.40.40.40.30.20.10.10.0 0.1 0.1 0.3 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.5 0.7 1.1 0.0 1.1 0.7 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Luminaire Schedule Symbol Qty Label Arrangement LLF Description Lum. Watts EPA Mtg Height Pole Type 5 B SINGLE 0.900 RAR2-480L-185-5K7-4W 174.5 0.607 21 SES-18-40-1-TA-GL-xx (4") Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min PAVED SURFACE READINGS Illuminance Fc 2.76 6.3 0.5 5.52 12.60 PROPERTY LINE READINGS Illuminance Fc 0.19 1.1 0.0 N.A.N.A. DA T E NO . DE S I G N B Y : D. O L S O N PR O J E C T N O . : 1" = 5 ' DA T E : DR A W N B Y : JA N U A R Y 2 4 , 2 0 2 3 JO S H M I L L E R 21 - 0 7 6 SC A L E : J. M I L L E R CH E C K E D B Y : RE V I S I O N S DR I V E - T H R U P A V E M E N T P L A N DRIVE-THRU PAVEMENT PLAN LC #14-0360 DT-1 Mc D o n a l d ' s wa t e r m a r k - e n g i n e e r i n g . c o m | 2 6 3 1 G i n g e r W o o d s P k w y | A u r o r a , I L 6 0 5 0 2 | ( 6 3 0 ) 3 7 5 - 1 8 0 0 5 2.5 5 10 200 N S NW N E SE S W Mc D O N A L D ' S - W A U K E E , I A 28 2 0 G r a n d P r a i r i e P a r k w a y Wa u k e e , I o w a Mc D o n a l d ' s 71 1 J o r i e B l v d . , 3 r d F l o o r Oa k B r o o k , I L 6 0 5 2 3 3/ 2 1 / 2 3 1 NO N E NO N E 4/ 1 8 / 2 3 2 NO N E 5/ 5 / 2 3 3 DA T E NO . DE S I G N B Y : D. O L S O N PR O J E C T N O . : 1" = 5 ' DA T E : DR A W N B Y : JA N U A R Y 2 4 , 2 0 2 3 JO S H M I L L E R 21 - 0 7 6 SC A L E : J. M I L L E R CH E C K E D B Y : RE V I S I O N S DR I V E - T H R U E Q U I P M E N T P L A N DRIVE-THRU EQUIPMENT PLAN LC #14-0360 DT-2 Mc D o n a l d ' s wa t e r m a r k - e n g i n e e r i n g . c o m | 2 6 3 1 G i n g e r W o o d s P k w y | A u r o r a , I L 6 0 5 0 2 | ( 6 3 0 ) 3 7 5 - 1 8 0 0 5 2.5 5 10 200 N S NW N E SE S W Mc D O N A L D ' S - W A U K E E , I A 28 2 0 G r a n d P r a i r i e P a r k w a y Wa u k e e , I o w a Mc D o n a l d ' s 71 1 J o r i e B l v d . , 3 r d F l o o r Oa k B r o o k , I L 6 0 5 2 3 3/ 2 1 / 2 3 1 NO N E 4/ 1 8 / 2 3 2 NO N E 5/ 5 / 2 3 3 NO N E NO N E RE V I S I O N S DA T E NO . DE S I G N B Y : D. O L S O N PR O J E C T N O . : DA T E : DR A W N B Y : JA N U A R Y 2 4 , 2 0 2 3 JO S H M I L L E R 21 - 0 7 6 SC A L E : J. M I L L E R CH E C K E D B Y : LC #14-0360 DR I V E - T H R U D E T A I L S DT-3DRIVE-THRU DETAILS · · Mc D o n a l d ' s wa t e r m a r k - e n g i n e e r i n g . c o m | 2 6 3 1 G i n g e r W o o d s P k w y | A u r o r a , I L 6 0 5 0 2 | ( 6 3 0 ) 3 7 5 - 1 8 0 0 Mc D O N A L D ' S - W A U K E E , I A 28 2 0 G r a n d P r a i r i e P a r k w a y Wa u k e e , I o w a Mc D o n a l d ' s 71 1 J o r i e B l v d . , 3 r d F l o o r Oa k B r o o k , I L 6 0 5 2 3 3/ 2 1 / 2 3 1 NO N E 4/ 1 8 / 2 3 2 NO N E 5/ 5 / 2 3 3 NO N E NO N E RE V I S I O N S DA T E NO . DE S I G N B Y : D. O L S O N PR O J E C T N O . : DA T E : DR A W N B Y : JA N U A R Y 2 4 , 2 0 2 3 JO S H M I L L E R 21 - 0 7 6 SC A L E : J. M I L L E R CH E C K E D B Y : LC #14-0360 DR I V E - T H R U D E T A I L S DT-4DRIVE-THRU DETAILS Mc D o n a l d ' s wa t e r m a r k - e n g i n e e r i n g . c o m | 2 6 3 1 G i n g e r W o o d s P k w y | A u r o r a , I L 6 0 5 0 2 | ( 6 3 0 ) 3 7 5 - 1 8 0 0 Mc D O N A L D ' S - W A U K E E , I A 28 2 0 G r a n d P r a i r i e P a r k w a y Wa u k e e , I o w a Mc D o n a l d ' s 71 1 J o r i e B l v d . , 3 r d F l o o r Oa k B r o o k , I L 6 0 5 2 3 3/ 2 1 / 2 3 1 NO N E 4/ 1 8 / 2 3 2 NO N E 5/ 5 / 2 3 3 NO N E · · · · · · · · · · · · · · · · · · · · BYA# 22662 28 5 5 G R A N D P R A I R I E P K W Y WA U K E E , I A . 5 0 2 6 3 Mc D o n a l d ' s - W A U K E E , I A . ST R U C T U R A L E N G I N E E R I N G BR A D Y O U N G & A S S O C I A T E S , I N C . SHEET NUMBER PROJECT NUMBER PR O J E C T : ENGINEER DATE REVISIONS CHECKED BY PH O N E : ( 5 5 9 ) 3 2 3 - 9 6 0 0 F A X : ( 5 5 9 ) 3 2 3 - 9 6 3 3 CL O V I S , C A L I F O R N I A 9 3 6 1 2 34 5 P O L L A S K Y MZ 01/16/23 TT 1 PLAN CHECK FD2 BYA# 22662 28 5 5 G R A N D P R A I R I E P K W Y WA U K E E , I A . 5 0 2 6 3 Mc D o n a l d ' s - W A U K E E , I A . ST R U C T U R A L E N G I N E E R I N G BR A D Y O U N G & A S S O C I A T E S , I N C . SHEET NUMBER PROJECT NUMBER PR O J E C T : ENGINEER DATE REVISIONS CHECKED BY PH O N E : ( 5 5 9 ) 3 2 3 - 9 6 0 0 F A X : ( 5 5 9 ) 3 2 3 - 9 6 3 3 CL O V I S , C A L I F O R N I A 9 3 6 1 2 34 5 P O L L A S K Y MZ 01/16/23 TT 1 PLAN CHECK 1 1 FD3 BYA# 22662 28 5 5 G R A N D P R A I R I E P K W Y WA U K E E , I A . 5 0 2 6 3 Mc D o n a l d ' s - W A U K E E , I A . ST R U C T U R A L E N G I N E E R I N G BR A D Y O U N G & A S S O C I A T E S , I N C . SHEET NUMBER PROJECT NUMBER PR O J E C T : ENGINEER DATE REVISIONS CHECKED BY PH O N E : ( 5 5 9 ) 3 2 3 - 9 6 0 0 F A X : ( 5 5 9 ) 3 2 3 - 9 6 3 3 CL O V I S , C A L I F O R N I A 9 3 6 1 2 34 5 P O L L A S K Y MZ 01/16/23 TT 1 PLAN CHECK 1 1 · · · · · · · · · · BYA# 22662 28 5 5 G R A N D P R A I R I E P K W Y WA U K E E , I A . 5 0 2 6 3 Mc D o n a l d ' s - W A U K E E , I A . ST R U C T U R A L E N G I N E E R I N G BR A D Y O U N G & A S S O C I A T E S , I N C . SHEET NUMBER PROJECT NUMBER PR O J E C T : ENGINEER DATE REVISIONS CHECKED BY PH O N E : ( 5 5 9 ) 3 2 3 - 9 6 0 0 F A X : ( 5 5 9 ) 3 2 3 - 9 6 3 3 CL O V I S , C A L I F O R N I A 9 3 6 1 2 34 5 P O L L A S K Y MZ 01/16/23 TT 1 PLAN CHECK 5 8" BYA# 22662 28 5 5 G R A N D P R A I R I E P K W Y WA U K E E , I A . 5 0 2 6 3 Mc D o n a l d ' s - W A U K E E , I A . ST R U C T U R A L E N G I N E E R I N G BR A D Y O U N G & A S S O C I A T E S , I N C . SHEET NUMBER PROJECT NUMBER PR O J E C T : ENGINEER DATE REVISIONS CHECKED BY PH O N E : ( 5 5 9 ) 3 2 3 - 9 6 0 0 F A X : ( 5 5 9 ) 3 2 3 - 9 6 3 3 CL O V I S , C A L I F O R N I A 9 3 6 1 2 34 5 P O L L A S K Y MZ 01/16/23 TT 1 PLAN CHECK 1042 1041 1040 1040 1040 1041 1041 1041 1041 1039 1041 1042 1043 1043 1042 1042 1041 1042 1043 1042 1041 1042 1042 55 LF 18" RCP @ 1.00% 27 LF 15" RCP @ 1.00% INV = 1036.90 Prepared For: RE V I S I O N S DA T E NO . DE S I G N B Y : H. W I T T E N K E L L E R PR O J E C T N O . : 1" = 2 0 ' DA T E : DR A W N B Y : JA N U A R Y 2 4 , 2 0 2 3 D. O L S O N 21 - 0 7 6 SC A L E : J. M I L L E R CH E C K E D B Y : Prepared By: Mc D O N A L D ' S - W A U K E E , I A 28 2 0 G r a n d P r a i r i e P a r k w a y Wa u k e e , I o w a ST O R M W A T E R E X H I B I T 1 of 1STORMWATER EXHIBIT 20 10 20 40 800 N S NW N E SE S W wa t e r m a r k - e n g i n e e r i n g . c o m | 2 6 3 1 G i n g e r W o o d s P k w y | A u r o r a , I L 6 0 5 0 2 | ( 6 3 0 ) 3 7 5 - 1 8 0 0 Mc D o n a l d ' s Mc D o n a l d ' s 71 1 J o r i e B l v d . , 3 r d F l o o r Oa k B r o o k , I L 6 0 5 2 3 LC #14-0360 1 3/ 2 1 / 2 3 N/ A 2 4/ 1 8 / 2 3 PE R C O M M U N I T Y D E V E L O P M E N T D E P T . C O M M E N T S D A T E D 3 / 3 0 / 2 3 3 5/ 5 / 2 3 PE R C O M M U N I T Y D E V E L O P M E N T D E P T . C O M M E N T S D A T E D 4 / 2 8 / 2 3 Scale: 1/4"=1'-0" EAST ELEVATION2 XXXX We l c o m e ELEV. = 0'-0" T/ SLAB ELEV. = 18'-9 1/2" T/ PARAPET FRAMING ELEV. = 0'-0" T/ SLAB ELEV. = 18'-3" T/ALUMINUM BATTEN ELEV. = 12'-1" C.L./ TIEBACK ELEV. = 9'-4" B/ CANOPY & T/ WINDOW ELEV. = 9'-1" B/ ENTRY UNDERSCORE ELEV. = 2'-0" T/ WINDOW SILL ELEV. = 0'-6" B/ALUMINUM BATTEN W1 W1 W1 UN W1W1W1W1 BR L2 C1 C1 LE L2 AL TYP SC TYP L2 C1 L2 C1 LE L1 MF 1 C2 LE L3 LE L1 S LE L3 C3 TYP AP DEL1 TYP PULL EAST ELEVATION MATERIAL PERCENTAGE BREAKDOWN: ALPOLIC PANEL 327 SF 38% FENESTRATION 287 SF 33% VERTICAL BATTENS 170 SF 19% BRICK 55 SF 6% METAL FACIA 30 SF 3% STUCCO BASE 5 SF 1% TOTAL 874 SF 100% NORTH ELEVATION MATERIAL PERCENTAGE BREAKDOWN: METAL REVEAL PANEL 681 SF 37% BRICK 581 SF 31% FENESTRATION 270 SF 14% VERTICAL BATTENS 93 SF 5% PAINTED DELIVERY DOORS 88 SF 5% ALPOLIC PANEL 71 SF 4% METAL FACIA 63 SF 3% STUCCO BASE 3 SF 1% TOTAL 1,850 SF 100% TOTAL ELEVATIONS MATERIAL PERCENTAGE BREAKDOWN: BRICK 1,957 SF 37% METAL REVEAL PANEL 1,568 SF 28% FENESTRATION 628 SF 12% ALPOLIC PANEL 534 SF 10% VERTICAL BATTENS 449 SF 8% METAL FACIA 186 SF 3% PAINTED DELIVERY DOORS 112 SF 2% STUCCO BASE 14 SF 0% TOTAL 5,448 SF 100% Scale: 1/4"=1'-0" NORTH ELEVATION1 XXXX ELEV. = 0'-0" T/ SLAB ELEV. = 18'-3" T/ALUMINUM BATTEN ELEV. = 0'-6" B/ALUMINUM BATTEN ELEV. = 7'-4" T/DOOR ELEV. = 9'-4" B/ SCONCE ELEV. = 10'-2 1/2" B/METAL PANEL ELEV. = 0'-0" T/ SLAB ELEV. = 18'-9 1/2" T/ PARAPET FRAMING ELEV. = 12'-1" C.L./ TIEBACK ELEV. = 9'-4" B/ CANOPY & T/ WINDOW ELEV. = 9'-1" B/ ENTRY UNDERSCORE ELEV. = 2'-0" T/ WINDOW SILL ELEV. = 0'-6" B/ALUMINUM BATTEN DDD W1W1 W1W1 W1 W1 W1 We l c o m e L1 TYP PULL AL TYP SC TYP BR L2 C2 L2 C2 L2 C2 FB CO2 FB BO STEJ TYP L2 C1 C1LE L2 L2 C1 DE MF 1 C1 MF 3 C1 CM LE L1 MF 2 C1 SLE L1 MF 1 C2 C3 TYP LE L3 ROUNAP LE L3 MF 2 C1 RG S SC UN W1 W2 ## ELEVATION KEY NOTES: COLOR SCHEME: 'STEEL' SCHEME ST AL AP C1 C2 C3 D DE FB ## GR L1 L2 ## LE ## PB PT MF ## ## BM ROEJ BR CM A2.0 EXTERIOR ELEVATIONS Lingle Design Group inc 158 West Main Street Lena, IL 61048 815.369.9155 1860 W. Evans Ave. Englewood, CO 80110 303.974.5873 www.lingledesign.com © ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF THE LINGLE DESIGN GROUP, INC. THEY MAY NOT BE REVISED, COPIED, REUSED, OR DISCLOSED IN ANY MANNER WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT. SHEET NUMBER: SHEET TITLE ADDRESS REVISIONS 4 5 PROJECT #: DRAWN BY:CHECKED BY: 3 2 CLIENT McDonald's USA, LLC DATE: 1 10/10/22 - MCDONALD'S COMMENTS STATE ID:NATIONAL #: 09/21/22 RP JK 09/21/2222-496 2820 GRAND PRAIRIE PKWY WAUKEE, IA 50263 140360 39633 11/15/22 - REV PER CIVIL COORDINATION 02/27/23 - CITY COMMENTS 03/21/23 - WRA COMMENTS 04/05/23 - OWNER COMMENTS 3 3 3 5 5 Scale: 1/4"=1'-0" SOUTH ELEVATION1 ELEV. = 14'-5" C.L./ TIEBACK ELEV. = 18'-3" T/ALUMINUM BATTEN ELEV. = 0'-6" B/ALUMINUM BATTEN ELEV. = 11'-7 1/2" B/METAL PANEL ELEV. = 0'-0" T/ SLAB W2 LR W2 LR W2 LR EJ TYP GRAP TYP UN TYP ROAL TYP SC TYP BR L2 C2 L2 C2 L2 C2 BR BR BR BR BR MF 3 C1 MF 2 C1 MF 2 C1 MF 1 C1 CMC3 TYP L1 TYP C2 TYP RO ELEV. = 0'-0" T/ SLAB ELEV. = 10'-8" B/ DT UNDERSCORE ELEV. = 10'-11" B/ CANOPY & SCONCE ELEV. = 18'-9 1/2" T/ PARAPET FRAMING ELEV. = 3'-0" T/ WINDOW SILL ELEV. = 8'-0" T/ WINDOW LE L1 LE L1 MF 1 C2 L2 C2 PT BR S Scale: 1/4"=1'-0" WEST ELEVATION2 ELEV. = 6'-0" T/ WINDOW SILL ELEV. = 8'-0" T/ WINDOW ELEV. = 18'-9 1/2" T/ PARAPET FRAMING ELEV. = 11'-7 1/2" B/METAL PANEL ELEV. = 0'-0" T/ SLAB ELEV. = 18'-3" T/ALUMINUM BATTEN ELEV. = 0'-6" B/ALUMINUM BATTEN ELEV. = 7'-4" T/DOOR ELEV. = 0'-0" T/ SLAB W1 D ELEV. = 9'-4" B/ SCONCE WEST ELEVATION MATERIAL PERCENTAGE BREAKDOWN: BRICK 441 SF 50% METAL REVEAL PANEL 272 SF 31% VERTICAL BATTENS 93 SF 11% METAL FACIA 30 SF 3% PAINTED DELIVERY DOORS 24 SF 3% FENESTRATION 11 SF 1% STUCCO BASE 3 SF 1% TOTAL 874 SF 100% SOUTH ELEVATION MATERIAL PERCENTAGE BREAKDOWN: BRICK 880 SF 48% METAL REVEAL PANEL 615 SF 33% ALPOLIC PANEL 136 SF 7% VERTICAL BATTENS 93 SF 5% METAL FACIA 63 SF 3% FENESTRATION 60 SF 3% STUCCO BASE 3 SF 1% TOTAL 1,850 SF 100% LE L1 LE L1 MF 3 C1 MF 2 C1 MF 2 C1 MF 1 C1 CM EJ TYP RO L2 C2 AL TYP SC TYP BR PB 1/2" = 1'-0" GUARD RAIL DETAIL51/2" = 1'-0" (RMHC) COIN COLLECTOR @ FRAMED WALL4 RG S SC UN W1 W2 ## ELEVATION KEY NOTES: COLOR SCHEME: 'STEEL' SCHEME ST AL AP C1 C2 C3 D DE FB ## GR L1 L2 ## LE ## PB PT MF ## ## BM ROEJ BR CM A2.1 EXTERIOR ELEVATIONS Lingle Design Group inc 158 West Main Street Lena, IL 61048 815.369.9155 1860 W. Evans Ave. Englewood, CO 80110 303.974.5873 www.lingledesign.com © ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF THE LINGLE DESIGN GROUP, INC. THEY MAY NOT BE REVISED, COPIED, REUSED, OR DISCLOSED IN ANY MANNER WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT. SHEET NUMBER: SHEET TITLE ADDRESS REVISIONS 4 5 PROJECT #: DRAWN BY:CHECKED BY: 3 2 CLIENT McDonald's USA, LLC DATE: 1 10/10/22 - MCDONALD'S COMMENTS STATE ID:NATIONAL #: 09/21/22 RP JK 09/21/2222-496 2820 GRAND PRAIRIE PKWY WAUKEE, IA 50263 140360 39633 11/15/22 - REV PER CIVIL COORDINATION 02/27/23 - CITY COMMENTS 03/21/23 - WRA COMMENTS 04/05/23 - OWNER COMMENTS 3 3 3 5 Scale: 1/4" = 1'-0" FRONT ELEVATIONE3 Scale: 1/4" = 1'-0" REAR ELEVATIOND3 Scale: 1/4" = 1'-0" LEFT ELEVATIONC3 Scale: 1/4" = 1'-0" RIGHT ELEVATIONC4Scale: 1/4" = 1'-0" TRASH ENCLOSURE PLANC2 Lingle Design Group inc 158 West Main Street Lena, IL 61048 815.369.9155 1860 W. Evans Ave. Englewood, CO 80110 303.974.5873 www.lingledesign.com © ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF THE LINGLE DESIGN GROUP, INC. THEY MAY NOT BE REVISED, COPIED, REUSED, OR DISCLOSED IN ANY MANNER WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT. SHEET NUMBER: SHEET TITLE ADDRESS REVISIONS PROJECT #: DRAWN BY:CHECKED BY: 3 2 CLIENT McDonald's USA, LLC DATE: 1 10/10/22 - MCDONALD'S COMMENTS STATE ID:NATIONAL #: 09/21/22 RP JK 09/21/2222-496 2855 GRAND PRAIRIE PKWY WAUKEE, IA 50263 140360 39633 11/15/22 - REV PER CIVIL COORDINATION 02/27/23 - CITY COMMENTS A0.1 TRASH ENCLOSURE PLAN AND DETAILS 3 ENTIRE SHEET ADDED