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Home My WebLink About2025-09-15 I10A-B Kettlestone Community Choice Credit Union_Final Plat, Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: September 15, 2025 AGENDA ITEM: Consideration of approval of resolutions approving a final plat for The Shops at Kettlestone North Plat 9 and a site plan for Kettlestone Community Choice Credit Union (2870 Grand Prairie Parkway) FORMAT: Resolutions SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a final plat and site plan for commercial development, located west of Grand Prairie Parkway and north of SE Esker Ridge Drive, containing 2.09-acres. The project includes the construction of a two-story building that includes space for Community Choice Credit Union, a restaurant space, and flex space. The building is 12,023 square feet in area and 28-feet in height. Main entrances into the building are provided along the west side of the building. The restaurant space is located within the north portion of the building, and the credit union is located within the south portion of the building. The flex space is 2,359 square feet in area and is located on the second floor of the building. The site also includes an outdoor patio space located on the north side of the building for the restaurant space. A trash enclosure is proposed at the north side of the parking lot. A drive-thru for the credit union is located at the southwest corner of the site. A monument sign is proposed at the southeast corner of the site. Wayfinding signage will be provided within the parking lot in order to guide vehicles to the proposed drive-thru for the credit union. The final plat includes one lot. The lot is 2.09 acres in area. An ingress-egress easement is included with the final plat to provide shared access for the proposed lot and the adjacent lot to the west. Two accesses are provided to the site. One at the north side of the site from the private street and one at the south side of the site off of SE Esker Ridge Drive. A ten-foot-wide trail will be constructed along the south side of the site, adjacent to SE Esker Ridge Drive. An existing five-foot-wide sidewalk is located along the north side of the site. An existing ten-foot-wide trail is located along the east side of the site, adjacent to Grand Prairie Parkway. A pedestrian connection will be provided into the site from the proposed trail along SE Esker Ridge Drive. A total of 105 parking spaces are required for the proposed site plan. The total amount of parking proposed is 131 spaces including 5 accessible stalls. Bicycle parking is also being provided in accordance with the Kettlestone Design Guidelines. I10A-B This site will be serviced with public utilities. Storm water detention is provided with an underground detention facility, located within the west side of the parking lot. A minimum of 20% of the project area is required to be open space. The total amount of open space proposed is 31%. The landscape plan meets the requirements of the Landscape and Open Space Ordinance and the Kettlestone Design Guidelines. The elevations of the building are proposed to be constructed mostly of brick, Nichiha fiber cement panels, and storefront system. The trash enclosure will be constructed of brick to match the building and includes metal gates. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed the final plat and site plan request at their meeting on September 9, 2025, and recommended approval: Approval of a Final Plat for The Shops at Kettlestone North Plat 9, and Approval of a Site Plan for Kettlestone Community Choice Credit Union (2870 Grand Prairie Parkway) Melissa DeBoer, Planning Coordinator, introduced the request for approval of a final plat and site plan for commercial development, as requested by Community Choice Credit Union, represented by Eric Cannon of Snyder & Associates. The property is located west of Grand Prairie Parkway and north of SE Esker Ridge Drive, containing approximately 2.09 acres. The subject property was previously rezoned from K-OF (Kettlestone Office District) to K-RC (Kettlestone Retail Community District) in the spring of 2024. The site plan includes the construction of a two-story building that includes space for Community Choice Credit Union, a restaurant space, and flex space. The building is 12,023 square feet in area and 28-feet in height. Main entrances into the building are provided along the west side of the building. The restaurant space is located within the north portion of the building, and the credit union is located within the south portion of the building. The flex space is 2,359 square feet in area and is located on the second floor of the building. The site also includes an outdoor patio space located on the north side of the building for the restaurant space. A trash enclosure is proposed on the north side of the parking lot. A drive-through for the credit union is located at the southwest corner of the site. A monument sign is proposed at the southeast corner of the site. Wayfinding signage will be provided within the parking lot to guide vehicles to the proposed drive-through for the credit union. The final plat includes one lot. An ingress-egress easement is included with the final plat to provide shared access for the proposed lot and the adjacent lot to the west. Two accesses are provided to the site, one at the north side of the site from the private street and one at the south side of the site from SE Esker Ridge Drive. A ten-foot-wide trail will be constructed along the south side of the site, adjacent to SE Esker Ridge Drive. An existing five-foot-wide sidewalk is located along the north side of the site. An existing ten- foot-wide trail is located along the east side of the site, adjacent to Grand Prairie Parkway. A pedestrian connection will be provided into the site from the proposed trail along SE Esker Ridge Drive. A total of 105 parking spaces is required for the proposed site plan, with 131 parking spaces proposed, including five accessible stalls. Bicycle parking is also being provided in accordance with the Kettlestone Design Guidelines This site will be serviced with public utilities. Storm water detention is provided with an underground detention facility, located within the west side of the parking lot. A minimum of 20% of the project area is required to be open space. The total amount of open space proposed is 31%. The landscape plan meets the requirements of the Landscape and Open Space Ordinance and the Kettlestone Design Guidelines. The elevations of the building are proposed to be constructed mostly of brick, Nichiha fiber cement panels, and storefront system. The trash enclosure will be constructed of brick to match the building and includes metal gates. A photometric plan for the site lighting has been submitted and complies with the requirements of the Site Plan Ordinance. The subject property is located within the Kettlestone Corridor and was includes within the 2015 master plan for the corridor. The land use shown with the Kettlestone Master Plan for the subject property is Office. The Kettlestone Master Plan is intended to act as a guide for land use while at the same time allowing for flexibility of land uses. The intent is that the land use designations can move based upon market demands and the type of development. The proposed site plan still includes office use in addition it will allow for restaurant use. The site plan is in general conformance with the Site Plan Ordinance and Kettlestone Design Guidelines. Staff recommends approval of the final plat and site plan subject to remaining staff comments and review of legal documents. Discussion as follows: (None) Motion by Commissioner Tuel for approval of a Final Plat for The Shops at Kettlestone North Plat 9, seconded by Commissioner Lohse. Ayes: Broderick, Beenken, Lohse, Tuel, and Bannister. Nays: None. Motion carried. Motion by Commissioner Lohse for Approval of a Site Plan for Kettlestone Community Choice Credit Union (2870 Grand Prairie Parkway, seconded by Commissioner Bannister. Ayes: Broderick, Beenken, Lohse, Tuel, and Bannister. Nays: None. Motion carried. RECOMMENDATION: Approve the resolutions. ATTACHMENTS: I. Proposed Resolutions II. Staff Report III. Site Plan IV. Final Plat V. 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 FINAL PLAT FOR THE SHOPS AT KETTLESTONE NORTH PLAT 9 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, COMMUNITY CHOICE CREDIT UNION has requested final plat approval of The Shops at Kettlestone North Plat 9 (the “Plat”); AND, WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of the Plat on September 9, 2025, subject to remaining staff comments and review of the legal documents; AND, WHEREAS, the Final Plat for The Shops at Kettlestone North Plat 9 and the documents relating thereto will comply with section §176 – Subdivision Regulations of the Waukee Municipal Code. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this 15th day of September, 2025, that the Final Plat for The Shops at Kettlestone North Plat 9 be and the same is hereby accepted and approved by the City Council of the City of Waukee. BE IT FURTHER RESOLVED that the City of Waukee does hereby accept the following easements and documents to be filed with the Plat: 1. Public Ingress/Egress Easement; and 2. Reciprocal Access Easement Agreement ____________________________ 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 THE CITY OF WAUKEE, IOWA RESOLUTION 2025- APPROVING THE SITE PLAN FOR KETTLESTONE COMMUNITY CHOICE CREDIT UNION (2870 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 Kettlestone Community Choice Credit Union, subject to remaining staff comments on September 9, 2025; AND, WHEREAS, the Site Plan for Kettlestone Community Choice Credit Union is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Kettlestone Community Choice Credit Union 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 September, 2025, that the Site Plan for Kettlestone Community Choice Credit Union 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: Kettlestone Community Choice Credit Union – Site Plan / The Shops at Kettlestone North Plat 9 – Final Plat PREPARED BY: Melissa DeBoer, AICP – Planning Coordinator REPORT DATE: September 4, 2025 MEETING DATE: September 9, 2025 GENERAL INFORMATION Owner/Applicant: Community Choice Credit Union Owner’s Representative: Eric Cannon, P.E. with Snyder & Associates Request: The applicant is requesting approval of a final plat and site plan for commercial development. Location and Size: Property is located west of Grand Prairie Parkway and north of SE Esker Ridge Drive, containing approximately 2.09 acres. Property Address: 2780 Grand Prairie Parkway AREA MAP ABOVE: Aerial of subject property (outlined in RED) in relation to the surrounding area. September 4, 2025 2 of 3 LAND USES AND ZONING Location Existing Land Use Kettlestone Master Plan Current Zoning Property in Question Vacant – Undeveloped Office K-RC (Kettlestone Retail Community District) North Multi-Family Residential – Apartments Office K-MF-HIGH (Kettlestone Multi- Family Stacked High District)with a Planned Development Overlay South Commercial (McDonald’s) Retail Community K-RR (Kettlestone Retail Regional District) with a Planned Development Overlay East Office (Holmes Murphy) Office K-OF (Kettlestone Office District) West Vacant – Undeveloped Office K-MU (Kettlestone Mixed Use District) with a Planned Development Overlay BACKGROUND The subject property was previously rezoned from K-OF (Kettlestone Office District) to K-RC (Kettlestone Retail Community District) in the spring of 2024. PROJECT DESCRIPTION The site plan includes the construction of a two-story building that includes space for Community Choice Credit Union, a restaurant space, and flex space. The building is 12,023 square feet in area and 28-feet in height. Main entrances into the building are provided along the west side of the building. The restaurant space is located within the north portion of the building, and the credit union is located within the south portion of the building. The flex space is 2,359 square feet in area and is located on the second floor of the building. The site also includes an outdoor patio space located on the north side of the building for the restaurant space. A trash enclosure is proposed at the north side of the parking lot. A drive-thru for the credit union is located at the southwest corner of the site. A monument sign is proposed at the southeast corner of the site. Wayfinding signage will be provided within the parking lot in order to guide vehicles to the proposed drive- thru for the credit union. The final plat includes one lot. The lot is 2.09 acres in area. An ingress-egress easement is included with the final plat to provide shared access for the proposed lot and the adjacent lot to the west. ACCESS AND PARKING Two accesses are provided to the site. One at the north side of the site from the private street and one at the south side of the site off of SE Esker Ridge Drive. A ten-foot-wide trail will be constructed along the south side of the site, adjacent to SE Esker Ridge Drive. An existing five-foot-wide sidewalk is located along the north side of the site. An existing ten-foot-wide trail is located along the east side of the site, adjacent to Grand Prairie Parkway. A pedestrian connection will be provided into the site from the proposed trail along SE Esker Ridge Drive. September 4, 2025 3 of 3 A total of 105 parking spaces are required for the proposed site plan. The total amount of parking proposed is 131 spaces including 5 accessible stalls. Bicycle parking is also being provided in accordance with the Kettlestone Design Guidelines. UTILITIES This site will be serviced with public utilities. Storm water detention is provided with an underground detention facility, located within the west side of the parking lot. 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 31%. The landscape plan meets the requirements of the Landscape and Open Space Ordinance and the Kettlestone Design Guidelines. ELEVATIONS The elevations of the building are proposed to be constructed mostly of brick, Nichiha fiber cement panels, and storefront system. The trash enclosure will be constructed of brick to match the building and includes metal gates. PHOTOMETRIC PLAN A photometric plan for the site lighting has been submitted and complies with the requirements of the Site Plan Ordinance. COMPREHENSIVE PLAN The subject property is located within the Kettlestone Corridor and was includes within the 2015 master plan for the corridor. The land use shown with the Kettlestone Master Plan for the subject property is Office. The Kettlestone Master Plan is intended to act as a guide for land use while at the same time allowing for flexi bility of land uses. The intent is that the land use designations can move based upon market demands and the type of development. The proposed site plan still includes office use in addition it will allow for restaurant use. STAFF RECOMMENDATION The site plan is in general conformance with the Site Plan Ordinance and Kettlestone Design Guidelines. Staff recommends approval of the final plat and site plan subject to remaining staff comments and review of the legal documents. BY DA T E RE V I S I O N MA R K Sc a l e : Te c h n i c i a n : T- R - S : SN Y D E R & A S S O C I A T E S , I N C . | Ch e c k e d B y : En g i n e e r : Da t e : 1" = Pr o j e c t N o : Sh e e t Project No: Sheet 27 2 7 S . W . S N Y D E R B L V D AN K E N Y , I O W A 5 0 0 2 3 51 5 - 9 6 4 - 2 0 2 0 | w w w . s n y d e r - a s s o c i a t e s . c o m ED C LJ M KM M 07 - 2 2 - 2 0 2 5 20 0 ' 12 4 . 0 1 1 5 . 0 1 C1 0 0 124.0115.01 C100 KE T T L E S T O N E C O M M U N I T Y C H O I C E C R E D I T U N I O N TI T L E S H E E T WA U K E E , I O W A RE V I S E D P E R C I T Y C O M M E N T S RE V I S E D P E R C I T Y C O M M E N T S 08 - 0 7 - 2 5 08 - 1 9 - 2 5 LJ M LJ M 12 TT N - R R W - S S V: \ P r o j e c t s \ 2 0 2 4 \ 1 2 4 . 0 1 1 5 . 0 1 \ C A D D \ S P _ 1 2 4 0 1 1 5 _ T S H . d w g LO G A N M Y E R S , TI T L E S H E E T , 20 2 5 / 0 9 / 0 2 , 9: 3 2 A M , AN S I F U L L B L E E D D ( 3 4 . 0 0 X 2 2 . 0 0 I N C H E S ) FEET 0 200 SITE PLAN FOR KETTLESTONE COMMUNITY CHOICE CREDIT UNION 2780 GRAND PRAIRIE PARKWAY CITY OF WAUKEE, DALLAS COUNTY, IOWA OWNER COMMUNITY CHOICE CREDIT UNION 6163 NW 86TH ST, STE 105 JOHNSTON, IA 50131 SNYDER & ASSOCIATES 2727 SW SNYDER BLVD. ANKENY, IOWA 50023 CONTACT: ERIC CANNON, P.E. PHONE: (515) 964-2020 VICINITY MAP PROJECT LOCATION ENGINEER SE E S K E R R I D G E D R S E E N C O M P A S S D R C100-C401, C600-C601 P E F RO S S O N LA I AC PNALCDS CARH E CE T TII A ETST F IO AW O License Expires: June 30, 2026 NICHOLAS L HUSS 835 LANDSCAPE ARCHITECT NO. Nicholas L. Huss, PLA License Number Pages or sheets covered by this seal: 835 Date I hereby certify that the portion of this technical submission described below was prepared by me or under my direct supervision and responsible charge. I am a duly licensed Professional Landscape Architect under the laws of the State of Iowa. C500GR A N D P R A I R I E P K W Y I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. Eric D. Cannon, P.E.Date License Number P18954 My License Renewal Date is December 31, 2025 Pages or sheets covered by this seal: ERIC D. CANNON P18954 D P R O F E L NS E ICE IONAL E N G I N E ER AIOW SS Sheet List Table Sheet Number Sheet Title C100 TITLE SHEET C101 PROJECT INFORMATION C200 DIMENSION PLAN C300 UTILITY PLAN C400 EROSION CONTROL PLAN C401 DETAILED GRADING PLAN C402 RAMP DETAILS C500 PLANTING PLAN C600 SITE DETAILS C601 SITE DETAILS ARCHITECT J CORP DESIGN BUILD 3611 NE OTTERVIEW CIRCLE #42 ANKENY, IOWA 50021 CONTACT: NICK JENSEN PHONE: (515) 290-3401 BY DA T E RE V I S I O N MA R K Sc a l e : Te c h n i c i a n : T- R - S : SN Y D E R & A S S O C I A T E S , I N C . | Ch e c k e d B y : En g i n e e r : Da t e : 1" = Pr o j e c t N o : Sh e e t Project No: Sheet 27 2 7 S . W . S N Y D E R B L V D AN K E N Y , I O W A 5 0 0 2 3 51 5 - 9 6 4 - 2 0 2 0 | w w w . s n y d e r - a s s o c i a t e s . c o m ED C LJ M KM M 07 - 2 2 - 2 0 2 5 -- - - 12 4 . 0 1 1 5 . 0 1 C1 0 1 124.0115.01 C101 KE T T L E S T O N E C O M M U N I T Y C H O I C E C R E D I T U N I O N PR O J E C T I N F O R M A T I O N WA U K E E , I O W A RE V I S E D P E R C I T Y C O M M E N T S RE V I S E D P E R C I T Y C O M M E N T S 08 - 0 7 - 2 5 08 - 1 9 - 2 5 LJ M LJ M 12 TT N - R R W - S S V: \ P r o j e c t s \ 2 0 2 4 \ 1 2 4 . 0 1 1 5 . 0 1 \ C A D D \ S P _ 1 2 4 0 1 1 5 _ T S H . d w g LO G A N M Y E R S , PR O J E C T I N F O R M A T I O N , 20 2 5 / 0 9 / 0 2 , 9: 3 2 A M , AN S I F U L L B L E E D D ( 3 4 . 0 0 X 2 2 . 0 0 I N C H E S ) UTILITY QUALITY SERVICE LEVELS QUALITY LEVELS OF UTILITIES ARE SHOWN IN THE PARENTHESES WITH THE UTILITY TYPE AND WHEN APPLICABLE, SIZE. THE QUALITY LEVELS ARE BASED ON THE CI / ASCE 38-02 STANDARD. QUALITY LEVEL (D) INFORMATION IS DERIVED FROM EXISTING UTILITY RECORDS OR ORAL RECOLLECTIONS. QUALITY LEVEL (C) INFORMATION IS OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE-GROUND UTILITY FEATURES AND USING PROFESSIONAL JUDGMENT IN CORRELATING THIS INFORMATION WITH QUALITY D INFORMATION. QUALITY LEVEL (B) INFORMATION IS OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES. QUALITY LEVEL (A) IS HORIZONTAL AND VERTICAL POSITION OF UNDERGROUND UTILITIES OBTAINED BY ACTUAL EXPOSURE OR VERIFICATION OF PREVIOUSLY EXPOSED SUBSURFACE UTILITIES, AS WELL AS THE TYPE, SIZE, CONDITION, MATERIAL, AND OTHER CHARACTERISTICS. UTILITY WARNING THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES OR SUBSURFACE FEATURES SHOWN COMPRISE ALL SUCH ITEMS IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UTILITIES OR SUBSURFACE FEATURES SHOWN ARE IN THE EXACT LOCATION INDICATED EXCEPT WHERE NOTED AS QUALITY LEVEL A. FEATURES EXISTING PROPOSED Spot Elevation Contour Elevation Fence (Barbed, Field, Hog) Fence (Chain Link) Fence (Wood) Fence (Silt) Tree Line Tree Stump Deciduous Tree \\ Shrub Coniferous Tree \\ Shrub Communication Overhead Communication Fiber Optic Underground Electric Overhead Electric Gas Main with Size High Pressure Gas Main with Size Water Main with Size Sanitary Sewer with Size Duct Bank Test Hole Location for SUE w/ID (*) Denotes the survey quality service level for utilities Sanitary Manhole Storm Sewer with Size Storm Manhole Single Storm Sewer Intake Double Storm Sewer Intake Fire Hydrant Fire Hydrant on Building Water Main Valve Water Service Valve Well Utility Pole Guy Anchor Utility Pole with Light Utility Pole with Transformer Street Light Yard Light Electric Box Electric Transformer Traffic Sign Communication Pedestal Communication Manhole Communication Handhole Fiber Optic Manhole Fiber Optic Handhole Gas Valve Gas Manhole Gas Apparatus Fence Post or Guard Post Underground Storage Tank Above Ground Storage Tank Sign Satellite Dish Mailbox Sprinkler Head Irrigation Control Valve LEGEND ○ 1 2 2 5 X 1225.25 ● X 1 2 2 5 1225.25 FEATURES FOUND SET Section Corner 1/2" Rebar, Cap # 11579 (Unless Otherwise Noted) ROW Marker ROW Rail Control Point Bench Mark Platted Distance P Measured Bearing & Distance M Recorded As R Deed Distance D Calculated Distance C Minimum Protection Elevation MPE Centerline Section Line 1/4 Section Line 1/4 1/4 Section Line Easement Line NOTES A. NOTIFY UTILITY PROVIDERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES AND COORDINATE WITH UTILITY PROVIDERS AS NECESSARY DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXISTENCE, EXACT LOCATION, AND DEPTH OF ALL UTILITIES. PROTECT ALL UTILITY LINES AND STRUCTURES NOT SHOWN FOR REMOVAL OR MODIFICATION. ANY DAMAGES TO UTILITY ITEMS NOT SHOWN FOR REMOVAL OR MODIFICATION SHALL BE REPAIRED TO THE UTILITY OWNER'S SPECIFICATIONS AT THE CONTRACTOR'S EXPENSE. B. CONSTRUCTION OF ALL STREET AND UTILITY IMPROVEMENTS SHALL CONFORM TO THE 2025 WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS, 2025 STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) AND THE SOILS REPORTS PREPARED BY OTHERS. C. LENGTH OF UTILITIES SHOWN ON PLANS ARE DIMENSIONED FROM CENTERLINE OF STRUCTURE TO CENTERLINE OF STRUCTURE. D. ALL TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH REQUIREMENTS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). WHEN CONSTRUCTION ACTIVITIES OBSTRUCT PORTIONS OF THE ROADWAY, FLAGGERS SHALL BE PROVIDED. FLAGGERS SHALL CONFORM TO THE MUTCD IN APPEARANCE, EQUIPMENT AND ACTIONS. THE CONTRACTOR SHALL NOTIFY THE CITY OF WAUKEE AT LEAST ONE WEEK PRIOR TO ANY ANTICIPATED LANE CLOSURE. E. NOTIFY OWNER, ENGINEER, CITY OF WAUKEE AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. CONTRACTOR SHALL ALSO NOTIFY THE CITY OF WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY PLANNED WEEKEND OR HOLIDAY WORK. F. CONSTRUCT MANHOLES AND APPURTENANCES AS WORK PROGRESSES. BACKFILL WITH SUITABLE MATERIAL AND COMPACT TO 95% MAXIMUM DENSITY. G. IN THE EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN. H. ALL FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE RECONNECTED OR REPAIRED AND NOTED ACCORDINGLY ON THE AS-BUILT DOCUMENTS. I. DIMENSIONS, BUILDING LOCATION, UTILITIES AND GRADING OF THIS SITE ARE BASED ON AVAILABLE INFORMATION AT THE TIME OF DESIGN. DEVIATIONS MAY BE NECESSARY IN THE FIELD. ANY SUCH CHANGES OR CONFLICTS BETWEEN THIS PLAN AND FIELD CONDITIONS ARE TO BE REPORTED TO THE ARCHITECT/ENGINEER PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT VERIFICATION OF ALL SITE IMPROVEMENTS PRIOR TO CONSTRUCTION. CONTACT CITY OF WAUKEE FOR APPROVAL OF ANY CHANGES AND THAT ANY CHANGES COMPLETED WITHOUT APPROVAL ARE SUBJECT TO REMOVAL IN ORDER TO MEET THE CITY OF WAUKEE STANDARDS. J. CONTRACTOR TO LOAD AND TRANSPORT ALL MATERIALS CONSIDERED TO BE UNDESIRABLE TO BE INCORPORATED INTO THE PROJECT TO AN APPROVED OFF-SITE WASTE SITE. K. CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED. RESPREAD TO MINIMUM 8" DEPTH TO FINISH GRADES TO CONFORM TO SUDAS SPECIFICATIONS SECTION 2010. L. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISHED GRADES AND/OR TOP OF PAVING SLAB (GUTTER), UNLESS OTHERWISE NOTED. M. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM NEIGHBORING STREETS, DRIVEWAYS, AND SIDEWALKS CAUSED BY CONSTRUCTION ACTIVITIES AT THE END OF EACH WORK DAY AND PRIOR TO A RAIN EVENT. N. THE ADJUSTMENT OF ANY EXISTING UTILITY APPURTENANCES TO FINAL GRADE IS CONSIDERED INCIDENTAL TO THE SITE WORK. O. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR MAINTAINING ANY EXISTING EROSION CONTROL MEASURES ON SITE AT THE TIME OF CONSTRUCTION. GRADING AND SOIL EROSION CONTROL CODE REQUIREMENTS SHALL BE MET BY CONTRACTOR. A COSESCO PERMIT IS REQUIRED FOR THIS PROJECT. P. CONTRACTOR TO COORDINATE NATURAL GAS, ELECTRICAL, TELEPHONE AND ANY OTHER FRANCHISE UTILITY SERVICES WITH UTILITY SERVICE PROVIDER, CITY OF WAUKEE, AND THE OWNER PRIOR TO CONSTRUCTION. Q. IF STORM SEWER CROSSES ABOVE WATER MAIN OR CROSSES LESS THAN 18" BELOW A WATER MAIN THEN STORM SEWER SHALL BE CONSTRUCTED OF REINFORCED CONCRETE WITH A FLEXIBLE O-RING GASKET RATED AT 13 PSI OR GREATER. O-RING GASKET JOINTS SHALL BE INSTALLED ON EACH SIDE OF THE CROSSING UNTIL THE NORMAL DISTANCE FROM THE WATER MAIN TO THE STORM SEWER IS AT LEAST TEN FEET. R. A PRE-CONSTRUCTION MEETING WITH THE CITY OF WAUKEE WILL BE REQUIRED A MINIMUM OF ONE WEEK PRIOR TO CONSTRUCTION ACTIVITIES BEGINNING. S. ALL STAKING SHALL BE DONE UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR INCLUDING PEDESTRIAN FACILITIES. T. ANY CHANGES PROPOSED TO THE DRAWINGS DURING CONSTRUCTION SHALL BE APPROVED IN WRITING BY THE CITY OF WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO CONSTRUCTION. U. THE CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOT BEEN GRANTED APPROVAL IN WRITING BY THE CITY OF WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT. V. ALL SANITARY SEWER AND STORM SEWER SHALL BE CLEANED AND TELEVISED PRIOR TO PAVING. THE CITY OF WAUKEE SHALL WITNESS ALL CLEANING AND TELEVISING. COPIES OF THE REPORT AND VIDEO SHALL BE PROVIDED TO THE CITY OF WAUKEE. ALL SANITARY SEWER MANHOLES SHALL BE VACUUM TESTED. W. ALL CONNECTIONS TO EXISTING SANITARY MANHOLES SHALL BE CORE DRILL WITH A LINK SEAL. X. PLACE 3/4" EXPANSION JOINT BETWEEN ALL PCC PAVEMENT/SIDEWALKS AND BUILDINGS. PLACE 1/2" EXPANSION JOINT BETWEEN SIDEWALKS AND PCC PAVEMENT. THE PCC RAMP JOINT LOCATED AT THE BACK OF CURB AND ALL EXPANSION JOINTS SHALL BE SEALED. Y. AS-BUILTS SHALL BE PROVIDED TO THE WAUKEE ENGINEERING DEPARTMENT INCLUDING ALL UTILITIES AND AS-BUILT GRADES FOR DRAINAGE SWALES, OVERFLOWS, ACCESSIBLE RAMPS AND DETENTION FACILITIES. THE CONTRACTOR SHALL PROVIDE INFORMATION TO THE DESIGN ENGINEER FOR INCLUSION ON THE RECORD AS-BUILT DRAWINGS. Z. ALL UTILITIES INCLUDING PRIVATE UTILITIES SHALL BE CONSTRUCTED TO THE CITY OF WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND ALL UTILITIES SHALL BE TESTED TO CITY STANDARDS. THE CITY SHALL WITNESS ALL TESTING. AA. CONSTRUCTION OPERATIONS SHALL PROTECT STORM SEWERS AND DRAINAGE WAYS FROM ALLOWING CONCRETE SLURRY FROM CONCRETE OPERATIONS TO DISCHARGE OFFSITE. BB. CONTRACTOR SHALL COORDINATE ALL TIE-IN TO UTILITIES WITH THE CITY OF WAUKEE PUBLIC WORKS DEPARTMENT AND CITY OF WAUKEE PUBLIC WORKS SHALL WITNESS ALL TIE-INS. CC. ALL SIGNAGE IS TO BE REVIEWED UNDER SEPARATE SIGN PERMIT PROCESS. DD. ANY FUTURE BUILDING WILL REQUIRE A SEPARATE SITE PLAN APPROVAL. GENERAL USE CREDIT UNION/ RESTAURANT PROPERTY DESCRIPTION THE SHOPS AT KETTLESTONE NORTH PLAT 1, OUTLOT U PROPERTY ADDRESS 2780 GRAND PRAIRIE PARKWAY WAUKEE, IOWA 50263 ZONING K-RC: KETTLESTONE RETAIL COMMUNITY ZONING DISTRICT OPEN SPACE SITE AREA: 91,225 SF (2.09 AC) IMPERVIOUS AREA:64,309 SF (70.5%) OPEN SPACE AREA:26,916 SF (29.5%) BULK REGULATIONS LOT AREA = NONE FRONT YARD= NONE, 20' FOR ACCESSORY STRUCTURES SIDE YARD = NONE, 5' FOR ACCESSORY STRUCTURES REAR YARD = NONE, 5' FOR ACCESSORY STRUCTURES MINIMUM OPEN SPACE = 20% PARKING REQUIREMENTS RESTAURANT: 15 PER /1,000 SF 4,945 SF/ 1,000 X 15 = 75 SPACES REQUIRED CREDIT UNION: 3 PER /1,000 SF 2,278 SF/ 1,000 X 3 = 7 SPACES REQUIRED FLEX SPACE: 8 PER /1,000 SF 2,359 SF/ 1,000 X 8 = 19 SPACES REQUIRED GENERAL: 1 PER /1,000 SF 1,319 SF/ 1,000 X 1 = 2 SPACES REQUIRED PATIOS: 1 PER /1,000 SF 1,122 SF/ 1,000 X 1 = 2 SPACES REQUIRED TOTAL SPACES REQUIRED= 105 SPACES TOTAL SPACES PROVIDED = 131 SPACES (INCLUDING 5 ACCESSIBLE STALLS) BICYCLE PARKING PER KETTLESTONE DESIGN GUIDELINES: 3% OF REQUIRED AUTO SPACES .03 X 105 = 4 SPACES BUILDING DESCRIPTION BUILDING 1ST FLOOR= 9,335 SF BUILDING 2ND FLOOR= 2,688 SF TOTAL BUILDING= 12,023 SF BUILDING HEIGHT= 28'-0" (2 STORY) PROPOSED FLOOR AREA RATION = 0.10 POLLUTION PREVENTION NOTES A.POLLUTION PREVENTION AND EROSION PROTECTION 1.CODE COMPLIANCE: THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL POTENTIAL POLLUTION AND SOIL EROSION CONTROL REQUIREMENTS OF THE IOWA CODE, THE IOWA DEPARTMENT OF NATURAL RESOURCES (IDNR) NPDES PERMIT, THE U.S. CLEAN WATER ACT AND ANY LOCAL ORDINANCES. THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO PROTECT AGAINST EROSION AND POLLUTION FROM THIS PROJECT SITE AND ALL OFF-SITE BORROW OR DEPOSIT AREAS DURING PERFORMANCE OR AS A RESULT OF PERFORMANCE. 2.DAMAGE CLAIMS: THE CONTRACTOR WILL HOLD THE OWNER AND ARCHITECT / ENGINEER HARMLESS FROM ANY AND ALL CLAIMS OF ANY TYPE WHATSOEVER RESULTING FROM DAMAGES TO ADJOINING PUBLIC OR PRIVATE PROPERTY, INCLUDING REASONABLE ATTORNEY FEES INCURRED TO OWNER. FURTHER, IF THE CONTRACTOR FAILS TO TAKE NECESSARY STEPS TO PROMPTLY REMOVE EARTH SEDIMENTATION OR DEBRIS WHICH COMES ONTO ADJOINING PUBLIC OR PRIVATE PROPERTY, THE OWNER MAY, BUT NEED NOT, REMOVE SUCH ITEMS AND DEDUCT THE COST THEREOF FROM AMOUNTS DUE TO THE CONTRACTOR. B.STORM WATER DISCHARGE PERMIT 1.THIS PROJECT REQUIRES COVERAGE UNDER THE NPDES GENERAL PERMIT NO. 2 FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES FROM THE IDNR, AS REQUIRED BY THE ENVIRONMENTAL PROTECTION AGENCY (EPA). THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR COMPLIANCE WITH AND FULFILLMENT OF ALL REQUIREMENTS OF THE NPDES GENERAL PERMIT NO. 2 AS SPECIFIED IN THE CONTRACT DOCUMENTS. 2.ALL DOCUMENTS RELATED TO THE STORM WATER DISCHARGE PERMIT, INCLUDING, BUT NOT LIMITED TO, THE NOTICE OF INTENT, PROOF OF PUBLICATIONS, DISCHARGE AUTHORIZATION LETTER, CURRENT SWPPP, SITE INSPECTION LOG, AND OTHER ITEMS, SHALL BE KEPT ON SITE AT ALL TIMES AND MUST BE PRESENTED TO ANY JURISDICTIONAL AGENCIES UPON REQUEST. FAILURE TO COMPLY WITH THE NPDES PERMIT REQUIREMENTS IS A VIOLATION OF THE CLEAN WATER ACT AND THE CODE OF IOWA. 3.A "NOTICE OF DISCONTINUATION" MUST BE FILED WITH THE IDNR UPON FINAL STABILIZATION OF THE DISTURBED SITE AND REMOVAL OF ALL TEMPORARY EROSION CONTROL MEASURES. ALL PLANS, INSPECTION REPORTS, AND OTHER DOCUMENTS MUST BE RETAINED FOR A PERIOD OF THREE YEARS AFTER PROJECT COMPLETION. THE CONTRACTOR SHALL RETAIN A RECORD COPY AND PROVIDE THE ORIGINAL DOCUMENTS TO THE OWNER UPON PROJECT ACCEPTANCE AND/OR SUBMITTAL OF THE NOTICE OF DISCONTINUATION. C.POLLUTION PREVENTION PLAN 1.THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS A SEPARATE DOCUMENT IN ADDITION TO THESE PLAN DRAWINGS. THE CONTRACTOR SHOULD REFER TO THE SWPPP FOR ADDITIONAL REQUIREMENTS AND MODIFICATIONS TO THE POLLUTION PREVENTION PLAN MADE DURING CONSTRUCTION. 2.THE SWPPP ILLUSTRATES GENERAL MEASURES AND BEST MANAGEMENT PRACTICES (BMP) FOR COMPLIANCE WITH THE PROJECT'S NPDES PERMIT COVERAGE. ALL BMP'S AND EROSION CONTROL MEASURES REQUIRED AS A RESULT OF CONSTRUCTION ACTIVITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY, NOTE AND IMPLEMENT. ADDITIONAL BMP'S FROM THOSE SHOWN ON THE PLAN MAY BE REQUIRED. 3.THE SWPPP AND SITE MAP SHOULD BE EXPEDITIOUSLY REVISED TO REFLECT CONSTRUCTION PROGRESS AND CHANGES AT THE PROJECT SITE. 4.THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL REQUIREMENTS OF THE GENERAL PERMIT AND SWPPP, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING BMP'S UNLESS INFEASIBLE OR NOT APPLICABLE: a.UTILIZE OUTLET STRUCTURES THAT WITHDRAW WATER FROM THE SURFACE WHEN DISCHARGING FROM BASINS, PROVIDE AND MAINTAIN NATURAL BUFFERS AROUND SURFACE WATERS, DIRECT STORM WATER TO VEGETATED AREAS TO INCREASE SEDIMENT REMOVAL AND MAXIMIZE STORM WATER INFILTRATION, AND MINIMIZE SOIL COMPACTION. b.INSTALL PERIMETER AND FINAL SEDIMENT CONTROL MEASURES SUCH AS SILT BARRIERS, DITCH CHECKS, DIVERSION BERMS, OR SEDIMENTATION BASINS DOWNSTREAM OF SOIL DISTURBING ACTIVITIES PRIOR TO SITE CLEARING AND GRADING OPERATIONS. c.PRESERVE EXISTING VEGETATION IN AREAS NOT NEEDED FOR CONSTRUCTION AND LIMIT TO A MINIMUM THE TOTAL AREA DISTURBED BY CONSTRUCTION OPERATIONS AT ANY TIME. d.MAINTAIN ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES IN WORKING ORDER, INCLUDING CLEANING, REPAIRING, REPLACEMENT, AND SEDIMENT REMOVAL THROUGHOUT THE PERMIT PERIOD. CLEAN OR REPLACE SILT CONTROL DEVICES WHEN THE MEASURES HAVE LOST 50% OF THEIR ORIGINAL CAPACITY. e.INSPECT THE PROJECT AREA AND CONTROL DEVICES (BY QUALIFIED PERSONNEL ASSIGNED BY THE CONTRACTOR) EVERY SEVEN CALENDAR DAYS. RECORD THE FINDINGS OF THESE INSPECTIONS AND ANY RESULTING ACTIONS IN THE SWPPP WITH A COPY SUBMITTED WEEKLY TO THE OWNER OR ENGINEER DURING CONSTRUCTION. REVISE THE SWPPP AND IMPLEMENT ANY RECOMMENDED MEASURES WITHIN 7 DAYS. f.PREVENT ACCUMULATION OF EARTH AND DEBRIS FROM CONSTRUCTION ACTIVITIES ON ADJOINING PUBLIC OR PRIVATE PROPERTIES, INCLUDING STREETS, DRIVEWAYS, SIDEWALKS, DRAINAGEWAYS, OR UNDERGROUND SEWERS. REMOVE ANY ACCUMULATION OF EARTH OR DEBRIS IMMEDIATELY AND TAKE REMEDIAL ACTIONS FOR FUTURE PREVENTION. g.INSTALL NECESSARY CONTROL MEASURES SUCH AS SILT BARRIERS, EROSION CONTROL MATS, MULCH, DITCH CHECKS OR RIPRAP AS SOON AS AREAS REACH THEIR FINAL GRADES AND AS CONSTRUCTION OPERATIONS PROGRESS TO ENSURE CONTINUOUS RUNOFF CONTROL. PROVIDE INLET AND OUTLET CONTROL MEASURES AS SOON AS STORM SEWERS ARE INSTALLED. h.RESPREAD A MINIMUM OF 8 INCHES OF TOPSOIL (INCLUDING TOPSOIL FOUND IN SOD) ON ALL DISTURBED AREAS, EXCEPT WHERE PAVEMENT, BUILDINGS OR OTHER IMPROVEMENTS ARE LOCATED. i.STABILIZE UNDEVELOPED, DISTURBED AREAS WITH MULCH, TEMPORARY SEED MIX, PERMANENT SEED MIX, SOD, OR PAVEMENT IMMEDIATELY AS SOON AS POSSIBLE UPON COMPLETION OR DELAY OF GRADING OPERATIONS. INITIATE STABILIZATION MEASURES IMMEDIATELY AFTER CONSTRUCTION ACTIVITY IS FINALLY COMPLETED OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WHICH WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. j.COORDINATE LOCATIONS OF STAGING AREAS WITH THE OWNER AND RECORD IN THE SWPPP. UNLESS NOTED OTHERWISE, STAGING AREAS SHOULD CONTAIN THE FOLLOWING: JOB TRAILERS, FUELING / VEHICLE MAINTENANCE AREA, TEMPORARY SANITARY FACILITIES, MATERIALS STORAGE, AND CONCRETE WASHOUT FACILITY. CONTROL RUNOFF FROM STAGING AREAS WITH DIVERSION BERMS AND/OR SILT BARRIERS AND DIRECT TO A SEDIMENT BASIN OR OTHER CONTROL DEVICE WHERE POSSIBLE. CONCRETE WASHOUT MUST BE CONTAINED ONSITE. k.REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND SITE WASTE PRIOR TO FILING OF THE "NOTICE OF DISCONTINUATION". UTILITY CONTACT INFORMATION UTILITY CONTACT FOR MAPPING INFORMATION SHOWN AS RECEIVED FROM THE IOWA ONE CALL DESIGN REQUEST SYSTEM, TICKET NUMBER 552402093. FO1-FIBER OPTIC CENTURYLINK SADIE HULL (918)-547-0147 SADIE.HULL@LUMEN.COM FO14-FIBER OPTIC CONSOLIDATED COMMUNICATIONS PHILLIP WILLIAMS JR (515)-867-4769 PHILLIP.WILLIAMS@CONSOLIDATED.COM FO4-FIBER OPTIC AUREON NETWORK SERVICES JEFF KLOCKO (515)-830-0445 JEFF.KLOCKO@AUREON.COM UE1-UNDERGROUND ELECTRIC MIDAMER-ELEC JAMIE NEER (515)-252-6972 MECDSMDESIGNLOCATES@MIDAMERICAN.COM NO RESPONSE MI-FIBER JUSTIN MILLER (515)-897-8802 JMILLER@MI-FIBER.NET FO8-FIBER OPTIC UNITE PRIVATE NETWORKS,LLC JOE KILZER (816)-425-3556 UPNGIS@UPNFIBER.COM W1-WATER MAIN WAUKEE, CITY OF ST1-STORM SEWER TIM ROYER (515)-987-4363 TROYER@WAUKEE.ORG CONTROL POINTS IOWA SOUTH STATE PLANE COORDINATE SYSTEM NAD83(2011)(EPOCH 2010.00) IARTN DERIVED - US SURVEY FEET CP1 N=576871.36 E=1543103.37 Z=1042.23 CUT 'X' SOUTH CURB SE ESKER RIDGE DRIVE, WEST SIDE OF MCDONALDS ENTRANCE, +/-400' WEST OF GRAND PRAIRIE PARKWAY CP2 N=576711.21 E=1543406.88 Z=1038.99 CUT 'X' SOUTH CURB SE ESKER RIDGE DRIVE, +/-25' WEST OF GRAND PRAIRIE PARKWAY, +/-25' EAST OF DOUBLE CURB INTAKE CP3 N=577228.02 E=1543322.21 Z=1036.07 CUT 'X' NORTH CURB SE ENCOMPASS DRIVE, WEST SIDE OF PARKING LOT ENTRANCE, +/-300' WEST OF GRAND PRAIRIE PARKWAY CP4 N=577072.91 E=1543604.63 Z=1034.44 CUT 'X' NORTH CURB SE ENCOMPASS DRIVE, WEST EDGE CURB DROP, +/-25' WEST OF GRAND PRAIRIE PARKWAY, +/-25' EAST OF CURB INTAKE BENCHMARKS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 - GEOID12A) IARTN DERIVED - US SURVEY FEET BM500 N=577169.-- E=1543437.-- ELEV=1036.49 BURY BOLT ON HYDRANT, +/-5' NORTH OF SE ENCOMPASS DRIVE, +/-225' WEST OF GRAND PRAIRIE PARKWAY DATE OF SURVEY APRIL 8, 2024 FIRE SAFETY CONSTRUCTION NOTE A. APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED AS SOON AS CONSTRUCTION COMMENCES. IF PAVING IS NOT INSTALLED PRIOR TO BUILDING CONSTRUCTION COMMENCING AFTER FOOTING INSTALLED, AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING TO EXTEND WITHIN 100 FEET OF ALL PORTIONS OF THE EXTERIOR WALLS SHALL BE PROVIDED AND COMPLY WITH THE REQUIREMENTS OF SECTION 503.2 OF THE IFC. TRASH 14 16 18 15 17 16 12 9 3 11 30' Ingress/ Egress Easement T OWNE R : MN W A U K E E H O L D I N G S , L L C 1409 N R I V E R F O N T D R MANK A T O , M N 5 6 0 0 1 R UP 32 0 9 S F RE S T A U R A N T 88 6 S F LO U N G E 22 2 S F PR I V A T E D I N I N G 68 4 S F EN T R Y 11 2 2 S F RE S T A U R A N T P A T I O 19 8 S F WO M E N 15 8 S F ME N BA R 11 9 6 S F KI T C H E N 73 S F UT I L I T I E S 33 1 S F BR E A K R M VE N T CH A S E AB O V E AP P R O X . HO O D AB O V E 19 8 S F OF F I C E 16 9 S F OF F I C E 13 4 S F OF F I C E 12 8 S F OF F I C E 16 0 S F JA N . / S T O R . 13 7 S F I. T . / D A T A 31 8 S F PR I V A T E D I N I N G IN S I D E F R Y E R G R E A S E T A N K R E C L A M A T I O N - SP I G O T N E E D E D - M I N I M I Z E A P P E A R A N C E SE R V I C E E N T R Y ME C H W E L L AB O V E 13 5 S F OF F I C E PROPOSED BUILDING 9,335 SF FFE= 1041.40 1 4 BM50 0 Intake = 1041.66 FL = 1036.01 15" RCP S Intake = 1041.64 FL = 1035.59 15" RCP N Intake = 1037.96 FL = 1034.51 15" RCP S Rim = 1041.69 FL = 1031.49 24" RCP SW FL = 1031.39 24" RCP NE FL = 1029.70 24" RCP SW FL = 1029.50 30" RCP NE Intake = 1033.70 FL = 1029.35 24" RCP N Intake = 1033.97 FL = 1030.62 15" RCP N Storm C/O Rim = 1034.51 No Pa r k i n g Stop Sidewalk Concrete Si d e w a l k Co n c r e t e Concrete Concrete SE Esker Ridge D r Gr a n d P r a i r i e P k w y Co n c r e t e SE Encompass D r Comm u n i t y C h o i c e S i g n Existin g 1 0 ' W i d e T r a i l Existin g 5 ' Wide S i d e w a l k 18'24'19'19'24'19'19'24'19'19'25' 12 . 5 ' 6' 12 . 5 ' 5' 18 ' 24 ' 8. 5 ' 11 ' 9' 10'24'18'6'8.1' 25 . 9 ' 5' R 5 0 ' R 7 4 ' R3.5' R5' R 5 ' R 5 ' R 5 ' R 1 5 ' R2 5 ' R2 5 ' R 2 5 ' R 3 ' R 3 ' R 2 5 ' R 2 5 ' R10 ' R 1 0 ' R2 5 ' R2 5 ' R25'R 2 5 ' R5' R 5 ' 23' 14 ' 5' 5' R 5 ' R5' R5' R5 ' R 5 ' R5' R4' R 4 ' R4' R 4 'R4' R 4 ' R 5 ' R 5 ' R 1 5 ' R5' R 5 ' R5' R 5 ' R5' R5' 9' 9. 5 ' 8' R 5 ' R 2 5 ' R25' 10 . 4 ' 6' 10 ' S2 6 ° 5 5 ' 1 9 " W 3 2 2 . 7 1 ' M S2 6 ° 4 1 ' 3 0 " W 3 2 2 . 7 1 ' P Outlot ' U ' The S h o p s At Ket t l e s t o n e N o r t h Plat 1 (Bk 2 0 1 7 , P g 3 2 5 6 ) 91,225 SF 2.09 AC LOT 1 N61°28'13"W 3 0 2 . 5 8 ' M N61°42'02"W 3 0 2 . 5 8 ' P S84°43'28"E 45.79' M S69°23'26"E 83.03' M S69°37'15"E 83.03' P N67°46'32"E 25.00' M N67°32'43"E 25.00' P C1 C2 C3 Existin g 1 5 ' P U E (Book 2 0 1 3 , P a g e 1 0 3 8 7 ) Existin g 3 0 ' S t o r m S e w e r E a s e m e n t (Book 2 0 1 7 , P a g e 3 2 6 6 ) 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 2A 3C 2C 2D 5A 4B4C 4C4B 5A 7 6B 6A 2B 2B 3H 3H 3I 3I 3J 3D 3D 3D 3D 3D 3D 3D 3D 3D 3D 3D 3D 3D 3D 6C 6C 1A 1A 2E 1A 2A3C 3E 3E 3D 3D 3D 4A 4A 4A 4A 4A 4A 4A 4A 3F 3F 3F 3F 1B 1B 1B 1B 1B 1B 1B 1B 1B 3G 3G 3B 3B 3B 1A 1A 1A 4C4B 3D 3K 6E 1A 1A 6D 6H 6G 6G 3H PROPOSED 10' WIDE TRAIL OWNE R : MN W A U K E E H O L D I N G S , L L C 1409 N R I V E R F O N T D R MANK A T O , M N 5 6 0 0 1 25' B/B 18 ' 24 ' 10 ' 9. 5 ' 9' 13 8 . 2 ' 67' R15 ' 9' 9' 5' 9. 5 ' 3B 5' 6F 4A 4C 2' 9.5'9' 9. 5 ' 9' 9.5'9' 1B V: \ P r o j e c t s \ 2 0 2 4 \ 1 2 4 . 0 1 1 5 . 0 1 \ C A D D \ S P _ 1 2 4 0 1 1 5 _ D I M . d w g LO G A N M Y E R S , DI M E N S I O N P L A N , 20 2 5 / 0 9 / 0 2 , 9: 3 2 A M , AN S I F U L L B L E E D D ( 3 4 . 0 0 X 2 2 . 0 0 I N C H E S ) FEET 0 20 BY DA T E RE V I S I O N MA R K Sc a l e : Te c h n i c i a n : T- R - S : SN Y D E R & A S S O C I A T E S , I N C . | Ch e c k e d B y : En g i n e e r : Da t e : 1" = Pr o j e c t N o : Sh e e t Project No: Sheet 27 2 7 S . W . S N Y D E R B L V D AN K E N Y , I O W A 5 0 0 2 3 51 5 - 9 6 4 - 2 0 2 0 | w w w . s n y d e r - a s s o c i a t e s . c o m ED C LJ M KM M 07 - 2 2 - 2 0 2 5 20 ' 12 4 . 0 1 1 5 . 0 1 C2 0 0 124.0115.01 C200 KE T T L E S T O N E C O M M U N I T Y C H O I C E C R E D I T U N I O N DI M E N S I O N P L A N WA U K E E , I O W A RE V I S E D P E R C I T Y C O M M E N T S RE V I S E D P E R C I T Y C O M M E N T S 08 - 0 7 - 2 5 08 - 1 9 - 2 5 LJ M LJ M 12 TT N - R R W - S S DIMENSION PLAN CONSTRUCTION NOTES 1. PROTECT ALL SITE FEATURES NOT SCHEDULED FOR DEMOLITION OR MODIFICATION. ANY DAMAGES TO ITEMS NOT SHOWN FOR REMOVAL SHALL BE REPAIRED BY THE CONTRACTOR TO THE OWNERS SPECIFICATIONS WITHOUT ADDITIONAL COMPENSATION. A.EXISTING UTILITIES. COORDINATE ANY NECESSARY RELOCATIONS OR ADJUSTMENTS WITH THE OWNER AND UTILITY PROVIDER PRIOR TO CONSTRUCTION. ADJUSTMENTS OF UTILITY APPURTENANCE TO FINISH GRADE IS CONSIDERED INCIDENTAL TO THE PROJECT. B.EXISTING PAVEMENTS TO REMAIN. 2. DEMOLITION. REMOVE AND DISPOSE OF THE FOLLOWING EXISTING ITEMS: A.GRIND CURB AT DRIVEWAY CONNECTION LOCATIONS. B.REMOVE EXISTING SIGNAGE AND RELOCATE. C.REMOVE EXISTING CASTING AND REPLACE WITH TYPE Q CASTING. ADJUST RIM TO PROPOSED GRADE. D.REMOVE EXISTING SIDEWALK TO LIMITS SHOWN. E.ADJUST MANHOLE TO GRADE. SEE UTILITY PLAN FOR MORE INFORMATION. 3. PAVEMENTS, PROVIDE THE FOLLOWING: A.6" DEPTH PCC PAVEMENT ON 12" DEPTH PREPARED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY. (C4 PCC MIX). B.4" DEPTH PCC SIDEWALK ON 6" DEPTH PREPARED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY. PROVIDE 6" DEPTH PCC RAMP AT DRIVEWAY ENTRANCES. C.CONNECT TO EXISTING PAVEMENTS WITH SUDAS TYPE "A" CONNECTION. D.6" STANDARD CURB. E.PEDESTRIAN RAMP WITH A MAXIMUM SLOPE OF 8.33%. PROVIDE DETECTABLE WARNING SYSTEM AT RAMPS WHERE PEDESTRIAN TRAFFIC MEETS VEHICULAR TRAFFIC. 6" DEPTH PCC RAMP. F.6" DEPTH PCC TRAIL. CONNECT TO EXISTING AT NEAREST JOINT. G.8" DEPTH PCC PAVEMENT ON 12" DEPTH PREPARED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY. (C4 PCC MIX) H.ADA ACCESSIBLE RAMP AT 8.33% MAXIMUM SLOPE. TAPER FROM 6" INTEGRAL CURB TO NO CURB. 6" DEPTH PCC RAMP. I.6" INTEGRAL CURB AND SIDEWALK. J.PRECAST PCC PARKING BARRIER. K.OUTDOOR PATIO AREA. REFER TO ARCHITECTURAL PLANS FOR PAVEMENT DEPTH. 4. PAVEMENT MARKINGS PROVIDE THE FOLLOWING: A.4" WIDE PAINTED PARKING STALL LINES, COLOR AS PER OWNER. B.PAINTED STATE OF IOWA APPROVED ACCESSIBLE SYMBOL. C.45° STRIPING AT 3' ON CENTER SPACING WHERE SHOWN. 5. ACCESSIBLE PARKING SIGNAGE: A.PROVIDE SIGN WITH VAN ACCESSIBLE SYMBOL AS PER "ADAAG" STANDARDS. 6. SITE AMENITIES, PROVIDE THE FOLLOWING: A.TRASH ENCLOSURE. SEE ARCHITECTURAL PLANS FOR DETAILS. B.ITM WITH CANOPY. SEE ARCHITECTURAL PLANS FOR DETAILS. C.SEGMENTAL BLOCK RETAINING WALL. COLOR AS PER OWNER. THE RETAINING WALL WILL BE REQUIRED TO BE DESIGNED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF IOWA. D.TRANSFORMER LOCATION. E.RELOCATED "NO PARKING" SIGN. F.TWO BIKE PARKING STALLS WITH ONE LOOP BIKE RACK. G.ITM WAYFINDING SIGN. H.MONUMENT SIGN. 7. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR DETAILED BUILDING CONSTRUCTION INFORMATION. 8. THE CITY OF WAUKEE IS NOT RESPONSIBLE FOR PAVEMENT REPLACEMENT WITHIN THE EXISTING 30' STORM SEWER EASEMENT IF PAVEMENT NEEDS TO BE REMOVED FOR MAINTENANCE OF THE STORM SEWER. TRASH 14 16 18 15 17 16 12 9 3 11 30' Ingress/ Egress Easement T OWNE R : MN W A U K E E H O L D I N G S , L L C 1409 N R I V E R F O N T D R MANK A T O , M N 5 6 0 0 1 R UP 32 0 9 S F RE S T A U R A N T 88 6 S F LO U N G E 22 2 S F PR I V A T E D I N I N G 68 4 S F EN T R Y 11 2 2 S F RE S T A U R A N T P A T I O 19 8 S F WO M E N 15 8 S F ME N BA R 11 9 6 S F KI T C H E N 73 S F UT I L I T I E S 33 1 S F BR E A K R M VE N T CH A S E AB O V E AP P R O X . HO O D AB O V E 19 8 S F OF F I C E 16 9 S F OF F I C E 13 4 S F OF F I C E 12 8 S F OF F I C E 16 0 S F JA N . / S T O R . 13 7 S F I. T . / D A T A 31 8 S F PR I V A T E D I N I N G IN S I D E F R Y E R G R E A S E T A N K R E C L A M A T I O N - SP I G O T N E E D E D - M I N I M I Z E A P P E A R A N C E SE R V I C E E N T R Y ME C H W E L L AB O V E 13 5 S F OF F I C E PROPOSED BUILDING 9,335 SF FFE= 1041.40 6" W 6" W 6" SAN 100-Y R E L E V : 1 0 3 5 . 8 7 ' 100-Y R E L E V : 1 0 3 8 . 6 3 150 ' H y d r a n t C o v e r a g e ( T y p ) 150' Hydra n t C o v e r a g e ( T y p ) 1 4 BM50 0 Intake = 1041.66 FL = 1036.01 15" RCP S Intake = 1037.96 FL = 1034.51 15" RCP S Rim = 1041.69 FL = 1031.49 24" RCP SW FL = 1031.39 24" RCP NE Intake = 1035.00 FL = 1029.70 24" RCP SW FL = 1029.50 30" RCP NE Intake = 1033.70 FL = 1029.35 24" RCP N Intake = 1033.97 FL = 1030.62 15" RCP N Storm C/O Rim = 1034.51 No Pa r k i n g Stop Sidewalk Concrete Si d e w a l k Co n c r e t e Concrete Concrete SE Esker Ridge D r Gr a n d P r a i r i e P k w y Co n c r e t e SE Encompass D r Comm u n i t y C h o i c e S i g n Existin g 1 0 ' W i d e T r a i l Existin g 5 ' Wide S i d e w a l k ST-3, 30'' NYLOPLAST DRAIN BASIN W/ SOLID LID RIM: 1038.24 INV: 1031.84 (OUT NW) ST-2, 30'' NYLOPLAST DRAIN BASIN W/ STANDARD GRATE RIM: 1038.00 INV: 1032.50 (IN SE) INV: 1031.84 (OUT NE) ST-1B, 30'' NYLOPLAST DRAIN BASIN W/ SOLID LID RIM: 1036.92 INV: 1031.84 (IN NE) INV: 1032.50 (IN SE) INV: 1031.84 (OUT SW) ST-1, INTAKE, SW-501 T/C: 1036.10 INV: 1032.06 (OUT SW) CONNECT TO EXISTING MANHOLE ADJUST RIM: 1038.38 INV: 1031.80 (IN SE) 72 LF OF 18" HDPE @ 0.30% 14 LF OF 18" HDPE @ 0.30% 1A 1A 1A 1A 1A 2C 2A 2A 2D 2B 3D 3C 3A 2E 3B Outlot ' U ' The S h o p s At Ket t l e s t o n e N o r t h Plat 1 (Bk 2 0 1 7 , P g 3 2 5 6 ) 91,225 SF 2.09 AC LOT 1 Existin g 1 5 ' P U E (Book 2 0 1 3 , P a g e 1 0 3 8 7 ) Existin g 3 0 ' S t o r m S e w e r E a s e m e n t (Book 2 0 1 7 , P a g e 3 2 6 6 ) 164 LF OF 10" HDP E @ 1 . 5 2 % 155 LF OF 10" HD P E @ 2 . 6 0 % ST-1A, CLEANOUT (10'') TYPE A1 RIM: 1041.33 INV: 1035.00 (OUT NW) ST-2A, CLEANOUT (10'') TYPE A1 RIM: 1041.23 INV: 1036.52 (OUT NW) 7 1A INV: 1031.67 (VERIFY) 3E 3B INV: 1034.50 62F 9 3C 3C 8 8 ADJUST RIM T0: 1039.99 RIM: 1039.71 INV: 1032.93 RIM: 1039.27 INV: 1034.20 RIM: 1041.33 INV: 1035.00 RIM: 1041.36 INV: 1033.50 10 10 10 1 . 1 8 ' o f 6 " S a n i t a r y S e w e r @ 1 . 2 5 % 10 1 . 1 8 ' o f 6 " S a n i t a r y S e w e r @ 1 . 2 5 % 50.03' of 4" Sanitary S e w e r @ 1 . 2 5 % 66.35' of 6" Sanitary S e w e r @ 1 . 2 5 % BP: 1034.9 (10"ST) TP: 1033.7 (6"SAN) BP: 1034.4 (6"WAT) TP: 1032.9 (6"SAN) 150 ' H y d r a n t C o v e r a g e ( T y p ) 2G 3F 50.67' of 6" Sanitary Sewer @ 1.25% 1A V: \ P r o j e c t s \ 2 0 2 4 \ 1 2 4 . 0 1 1 5 . 0 1 \ C A D D \ S P _ 1 2 4 0 1 1 5 _ U T I L . d w g LO G A N M Y E R S , UT I L I T Y P L A N , 20 2 5 / 0 9 / 0 2 , 9: 3 3 A M , AN S I F U L L B L E E D D ( 3 4 . 0 0 X 2 2 . 0 0 I N C H E S ) FEET 0 20 BY DA T E RE V I S I O N MA R K Sc a l e : Te c h n i c i a n : T- R - S : SN Y D E R & A S S O C I A T E S , I N C . | Ch e c k e d B y : En g i n e e r : Da t e : 1" = Pr o j e c t N o : Sh e e t Project No: Sheet 27 2 7 S . W . S N Y D E R B L V D AN K E N Y , I O W A 5 0 0 2 3 51 5 - 9 6 4 - 2 0 2 0 | w w w . s n y d e r - a s s o c i a t e s . c o m ED C LJ M KM M 07 - 2 2 - 2 0 2 5 20 ' 12 4 . 0 1 1 5 . 0 1 C3 0 0 124.0115.01 C300 KE T T L E S T O N E C O M M U N I T Y C H O I C E C R E D I T U N I O N UT I L I T Y P L A N WA U K E E , I O W A RE V I S E D P E R C I T Y C O M M E N T S RE V I S E D P E R C I T Y C O M M E N T S 08 - 0 7 - 2 5 08 - 1 9 - 2 5 LJ M LJ M 12 TT N - R R W - S S UTILITY PLAN CONSTRUCTION NOTES 1. PROTECT ALL SITE FEATURES NOT SCHEDULED FOR DEMOLITION OR MODIFICATION. ANY DAMAGES TO ITEMS NOT SHOWN FOR REMOVAL SHALL BE REPAIRED BY THE CONTRACTOR TO THE OWNERS SPECIFICATIONS WITHOUT ADDITIONAL COMPENSATION. A.EXISTING UTILITIES. COORDINATE ANY NECESSARY RELOCATIONS OR ADJUSTMENTS WITH THE OWNER AND UTILITY PROVIDER PRIOR TO CONSTRUCTION. ADJUSTMENTS OF UTILITY APPURTENANCE TO FINISH GRADE IS CONSIDERED INCIDENTAL TO THE PROJECT. 2. WATER SERVICES, PROVIDE THE FOLLOWING: A.6" WATER SERVICE LINE. B.BUILDING WATER FIRE SERVICE CONNECTION. VERIFY LOCATION AND DEPTH WITH MECHANICAL PLANS PRIOR TO CONSTRUCTION. C.CONNECT TO EXISTING WATER SERVICE. CONTRACTOR TO VERIFY LOCATION AND DEPTH PRIOR TO CONSTRUCTION. REMOVE HYDRANT ASSEMBLY AND HYDRANT ASSEMBLY. D.2" DOMESTIC LINE WITH VALVE. E.45° WATER BEND. F.FIRE DEPARTMENT CONNECTION. G.RELOCATED HYDRANT ASSEMBLY. 3. SANITARY SERVICES, PROVIDE THE FOLLOWING: A.6" SANITARY SEWER SERVICE LINE AT MINIMUM 1.0% SLOPE. B.CONNECT TO EXISTING 6" SANITARY SERVICE. VERIFY INVERT ELEVATION AND LOCATION PRIOR TO CONSTRUCTION. C.SANITARY CLEANOUT. D.CONNECT SANITARY SERVICE TO BUILDING. VERIFY LOCATION AND DEPTH WITH MECHANICAL PLANS PRIOR TO CONSTRUCTION. E.WRA APPROVED GREASE INTERCEPTOR. SEE MECHANICAL PLANS FOR DETAILED DRAWINGS OF GREASE INTERCEPTOR. COORDINATE EXACT SIZE/ ELEVATIONS WITH MECHANICAL PLANS PRIOR TO CONSTRUCTION. F.4" SANITARY SEWER SERVICE LINE AT MINIMUM 2.0% SLOPE. 4. COORDINATE ELECTRICAL SERVICES AND METER LOCATION WITH UTILITY SERVICE PROVIDER PRIOR TO CONSTRUCTION. SEE ARCHITECTURAL AND MECHANICAL PLANS FOR INTERIOR UTILITY ROUTING, METERS, DESIGN INFORMATION AND COORDINATE UTILITY CONNECTIONS ACCORDINGLY. 5. CONTRACTOR TO VERIFY ALL CROSSINGS AND PROVIDE 18" MINIMUM SEPARATION. 6. ROOF DRAIN LOCATION. SEE ARCHITECTURAL PLANS FOR DETAILS. 7. SEE SHEET C600-C601 FOR UNDERGROUND DETENTION DETAILS. 8. CRITICAL CROSSING. CONTRACTOR TO VERIFY ALL CROSSINGS AND PROVIDE 18" MINIMUM SEPARATION. 9. UTILITY ROOM. SEE ARCHITECTURAL PLANS AND MECHANICAL PLANS FOR RISER LOCATION. 10. GAS SERVICE LINE. COORDINATE WITH CITY OF WAUKEE ON DETAILS PRIOR TO CONSTRUCTION. A. NOTIFY THE CITY OF WAUKEE AT LEAST 48 HRS PRIOR TO CONNECTING TO ANY PUBLIC UTILITY. B. ALL UTILITIES SHALL BE TESTED TO THE CITY OF WAUKEE STANDARD SPECIFICATION FOR PUBLIC IMPROVEMENTS AND ANY TESTING OR TIE-INS SHALL BE WITNESSED BY THE CITY OF WAUKEE ENGINEERING DEPARTMENT. C. ALL SANITARY SEWER AND STORM SEWER SHALL BE CLEANED AND TELEVISED PRIOR TO PAVING. THE CITY OF WAUKEE SHALL WITNESS ALL CLEANING AND TELEVISING. COPIES OF THE REPORT AND VIDEO SHALL BE PROVIDED TO THE CITY OF WAUKEE. ALL SANITARY SEWER MANHOLES SHALL BE VACUUM TESTED. D. ALL WATERMAIN SHALL BE PRESSURE AND BACTERIA TESTED AND DECHLORINATED. GENERAL CONSTRUCTION NOTES 1 C300 OUTLET STRUCTURE DETAIL (ST-3) NO SCALE 18" OUTLET PIPE INV:1031.84' PROPOSED 3" DIAMETER HOLE ELEV:1031.84 TOP OF WEIR WALL ELEV:1035.60' (CPV ELEVATION) PROPOSED 30" NYLOPLAST DRAIN STRUCTURE 10" SUMP NOTE: THE OWNER WILL INSPECT THE SYSTEM ON A BI-ANNUAL BASIN. IF SEDIMENT IS BLOCKING THE 3” ORIFICE IN THE OUTLET STRUCTURE, JET / VACUUM THE SYSTEM TO REMOVE THE SEDIMENT. TRASH 14 16 18 15 17 16 12 9 3 11 30' Ingress/ Egress Easement T OWNE R : MN W A U K E E H O L D I N G S , L L C 1409 N R I V E R F O N T D R MANK A T O , M N 5 6 0 0 1 R UP 32 0 9 S F RE S T A U R A N T 88 6 S F LO U N G E 22 2 S F PR I V A T E D I N I N G 68 4 S F EN T R Y 11 2 2 S F RE S T A U R A N T P A T I O 19 8 S F WO M E N 15 8 S F ME N BA R 11 9 6 S F KI T C H E N 73 S F UT I L I T I E S 33 1 S F BR E A K R M VE N T CH A S E AB O V E AP P R O X . HO O D AB O V E 19 8 S F OF F I C E 16 9 S F OF F I C E 13 4 S F OF F I C E 12 8 S F OF F I C E 16 0 S F JA N . / S T O R . 13 7 S F I. T . / D A T A 31 8 S F PR I V A T E D I N I N G IN S I D E F R Y E R G R E A S E T A N K R E C L A M A T I O N - SP I G O T N E E D E D - M I N I M I Z E A P P E A R A N C E SE R V I C E E N T R Y ME C H W E L L AB O V E 13 5 S F OF F I C E PROPOSED BUILDING 9,335 SF FFE= 1041.40 1 4 BM50 0 Intake = 1041.66 FL = 1036.01 15" RCP S Intake = 1037.96 FL = 1034.51 15" RCP S Rim = 1041.69 FL = 1031.49 24" RCP SW FL = 1031.39 24" RCP NE Intake = 1035.00 FL = 1029.70 24" RCP SW FL = 1029.50 30" RCP NE Intake = 1033.70 FL = 1029.35 24" RCP N Intake = 1033.97 FL = 1030.62 15" RCP N Storm C/O Rim = 1034.51 No Pa r k i n g Stop Sidewalk Concrete Si d e w a l k Co n c r e t e Concrete Concrete SE Esker Ridge D r Gr a n d P r a i r i e P k w y Co n c r e t e SE Encompass D r 1 0 4 0 1037 1037 1 0 3 8 1 0 3 9 1 0 4 1 1 0 4 2 10 3 5 1 0 3 4 10 3 9 10 3 9 10 4 2 Sidewalk Concr e t e Comm u n i t y C h o i c e S i g n 1035 1036 1037 1038 104 0 1037 103 8 1039 1041 1042 104 3 Existin g 1 0 ' W i d e T r a i l Existin g 5 ' Wide S i d e w a l k 6" W 6" W 6" SAN 100-Y R E L E V : 1 0 3 5 . 8 7 ' 100-Y R E L E V : 1 0 3 8 . 6 3 Outlot ' U ' The S h o p s At Ket t l e s t o n e N o r t h Plat 1 (Bk 2 0 1 7 , P g 3 2 5 6 ) 91,225 SF 2.09 AC LOT 1 Existin g 1 5 ' P U E (Book 2 0 1 3 , P a g e 1 0 3 8 7 ) Existin g 3 0 ' S t o r m S e w e r E a s e m e n t (Book 2 0 1 7 , P a g e 3 2 6 6 ) 1 0 4 0 1 0 3 6 1 0 3 7 1 0 3 8 1 0 3 9 103 9 1 0 3 9 1 0 4 1 10 4 0 10 4 1 10 4 1 10 4 2 104 0 104 0 10 4 0 1 0 3 9 103 9 104 1 1041 1041 STAGING AREA CONCRETE WASHOUT STABALIZED CONSTRUCTION ENTRANCE 1 0 3 5 10 4 0 10 4 0 10 4 0 1 0 4 0 1 0 3 6 1036 10 3 6 10 3 6 1 0 3 7 10 3 7 10 3 8 10 3 8 10 3 9 1 0 3 9 1 0 4 1 104 1 SEDIMENT BASKET SEDIMENT BASKET SEDIMENT BASKET SEDIMENT BASKET X2 SEDIMENT BASKET X2 LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE ● ● ● ● ● ● ● ● ● ● ● ● ● ● ●●●●●●●●●●●● ●●●●● ●●●●●●●● ● ● ● ● ● DUMPSTER PORTABLE TOILET ST-3 POST CONSTRUCTION FACILITY UNDERGROUND DETENTION (POST CONSTRUCTION FACILITY) ULTIMATE DISCHARGE POINT TO FOX CREEK V: \ P r o j e c t s \ 2 0 2 4 \ 1 2 4 . 0 1 1 5 . 0 1 \ C A D D \ S P _ 1 2 4 0 1 1 5 _ E R O S . d w g LO G A N M Y E R S , ER O S I O N C O N T R O L P L A N , 20 2 5 / 0 9 / 0 2 , 9: 3 3 A M , AN S I F U L L B L E E D D ( 3 4 . 0 0 X 2 2 . 0 0 I N C H E S ) FEET 0 20 BY DA T E RE V I S I O N MA R K Sc a l e : Te c h n i c i a n : T- R - S : SN Y D E R & A S S O C I A T E S , I N C . | Ch e c k e d B y : En g i n e e r : Da t e : 1" = Pr o j e c t N o : Sh e e t Project No: Sheet 27 2 7 S . W . S N Y D E R B L V D AN K E N Y , I O W A 5 0 0 2 3 51 5 - 9 6 4 - 2 0 2 0 | w w w . s n y d e r - a s s o c i a t e s . c o m ED C LJ M KM M 07 - 2 2 - 2 0 2 5 20 ' 12 4 . 0 1 1 5 . 0 1 C4 0 0 124.0115.01 C400 KE T T L E S T O N E C O M M U N I T Y C H O I C E C R E D I T U N I O N ER O S I O N C O N T R O L P L A N WA U K E E , I O W A RE V I S E D P E R C I T Y C O M M E N T S RE V I S E D P E R C I T Y C O M M E N T S 08 - 0 7 - 2 5 08 - 1 9 - 2 5 LJ M LJ M 12 TT N - R R W - S S QUANTITIES SUDAS TYPE 4 SEEDING, FERTILIZING & MULCHING 2.37 AC. SILT FENCE 955 LF SEDIMENT BASKETS 7 EA DISTURBED AREA 2.37 AC. SOD 0.72 AC . 1.UTILITY WARNING: THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEY FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. 2.NOTIFY UTILITY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXISTENCE, EXACT LOCATION AND DEPTH OF ALL UTILITIES. AVOID DAMAGE TO UTILITIES AND SERVICES DURING CONSTRUCTION. ANY DAMAGE DUE TO THE CONTRACTOR'S CARELESSNESS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. COORDINATE ANY UTILITY RELOCATIONS WITH UTILITY PROVIDER. 3.ALL PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISHED GRADES AND/OR TOP OF PAVING SLAB (GUTTER), UNLESS OTHERWISE NOTED. 4.ALL STORM SEWER PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDE FLARED END SECTION. 5.CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED. RESPREAD TO MINIMUM 8" DEPTH TO FINISH GRADES. 6.THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM STREETS, DRIVEWAYS AND SIDEWALKS CAUSED BY CONSTRUCTION ACTIVITIES BY THE END OF THE WORK DAY AND PRIOR TO A RAIN EVENT. 7.SLOPES OF ALL UNPAVED AREAS TO BE 2.0% MINIMUM. 8.CONTRACTOR TO CONTAIN SAWCUTTING/GRINDING SLURRY ON SITE AND DISPOSE OF ACCORDING TO IOWA DNR GENERAL PERMIT NO. 2 9.PROVIDE SEDIMENT BASKETS AT ALL INTAKES. 10.PROVIDE SILT FENCE WHERE SHOWN AND AS DETAILED ON THIS SHEET. MAINTAIN AND ADJUST SILT FENCE AS NECESSARY DURING CONSTRUCTION. GRADING NOTES TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES (Profile View) FLOW 'T ' S T E E L FE N C E P O S T 4' - 0 " M I N SEE PLANS FOR SPACING TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES (Plan View) DETAILS OF SILT FENCE ON LONGITUDINAL SLOPES ATTACHMENT TO POST 200'-0" MAX LENGTH PER SECTION 600'-0" IF SLOPE IS FLATTER THAN 5% 36 " 24 " 8'-0" SPACING TYPICAL SILT FENCE DITCH CHECK BAC K S L O P E FOR E S L O P E VARIABLE (20'-0" FOR A NORMAL 10'-0" WIDE DITCH) POST SPACING (5'-0" MAX) POST SPACING 5'-0" MAX) 2" MI N 20 " M I N 1 1 2 GROUND LINE FABRIC GROUND CONTOURS INSTALL "J-HOOK" AT EACH END OF AN INDIVIDUAL SECTION OF SILT FENCE INSTALL PARALLEL TO GROUND CONTOUR FABRICGROUND LINE FABRIC POST WIRE OR CABLE TIES 2 2 1 C400 SILT FENCE DETAIL NO SCALE 1 INSERT 12 INCHES OF FABRIC A MINIMUM OF 6 INCHES DEEP (FABRIC MAY BE FOLDED BELOW THE GROUND LINE. 2 REDUCE POST SPACING TO 5'-0" AT WATER CONCENTRATION AREAS, OR AS REQUIRED TO ADEQUATELY SUPPORT FENCE. TRASH 30' Ingress/ Egress Easement T OWNE R : MN W A U K E E H O L D I N G S , L L C 1409 N R I V E R F O N T D R MANK A T O , M N 5 6 0 0 1 R UP 32 0 9 S F RE S T A U R A N T 88 6 S F LO U N G E 22 2 S F PR I V A T E D I N I N G 68 4 S F EN T R Y 11 2 2 S F RE S T A U R A N T P A T I O 19 8 S F WO M E N 15 8 S F ME N BA R 11 9 6 S F KI T C H E N 73 S F UT I L I T I E S 33 1 S F BR E A K R M VE N T CH A S E AB O V E AP P R O X . HO O D AB O V E 19 8 S F OF F I C E 16 9 S F OF F I C E 13 4 S F OF F I C E 12 8 S F OF F I C E 16 0 S F JA N . / S T O R . 13 7 S F I. T . / D A T A 31 8 S F PR I V A T E D I N I N G IN S I D E F R Y E R G R E A S E T A N K R E C L A M A T I O N - SP I G O T N E E D E D - M I N I M I Z E A P P E A R A N C E SE R V I C E E N T R Y ME C H W E L L AB O V E 13 5 S F OF F I C E PROPOSED BUILDING 9,335 SF FFE= 1041.40 1 4 BM50 0 Intake = 1041.66 FL = 1036.01 15" RCP S Intake = 1037.96 FL = 1034.51 15" RCP S Rim = 1041.69 FL = 1031.49 24" RCP SW FL = 1031.39 24" RCP NE FL = 1029.70 24" RCP SW FL = 1029.50 30" RCP NE Intake = 1033.70 FL = 1029.35 24" RCP N Intake = 1033.97 FL = 1030.62 15" RCP N Storm C/O Rim = 1034.51 No Pa r k i n g Stop Sidewalk Concrete Si d e w a l k Co n c r e t e Concrete Concrete SE Esker Ridge D r Gr a n d P r a i r i e P k w y Co n c r e t e SE Encompass D r 1 0 4 0 1037 1037 1 0 3 8 1 0 3 9 1 0 4 1 1 0 4 2 10 3 5 1 0 3 4 10 3 9 10 3 9 10 4 2 Comm u n i t y C h o i c e S i g n 1035 1036 1037 1038 104 0 1037 103 8 1039 1041 1042 104 3 Existin g 1 0 ' W i d e T r a i l Existin g 5 ' Wide S i d e w a l k 6" W 6" W 6" SAN 100-Y R E L E V : 1 0 3 5 . 8 7 ' 100-Y R E L E V : 1 0 3 8 . 6 3 1 0 4 0 10 3 7 1 0 3 8 1 0 3 9 10 4 1 104 010 4 0 1 0 4 0 1 0 3 9 103 9 104 1 103 5 1 0 3 6 1 0 3 9 . 2 5 1 0 3 9 . 0 5 1 0 3 8 . 3 5 1 0 3 8 . 0 1 L P 1 0 3 8 . 6 5 ( O V E R F L O W ) 1 0 3 8 . 4 0 1 0 3 7 . 0 9 1 0 3 6 . 3 0 1 0 3 6 . 2 0 1 0 3 7 . 2 3 1 0 3 8 . 4 1 1 0 3 8 . 2 8 1 0 3 8 . 6 3 1 0 4 0 . 0 0 1 0 4 0 . 0 0 104 0 . 5 0 1 0 4 0 . 5 0 1 0 4 0 . 5 0 1 0 3 8 . 8 4 1 0 3 7 . 9 4 1 0 3 6 . 7 4 1 0 3 5 . 8 6 1 0 3 8 . 8 9 1 0 3 9 . 0 0 1039 . 3 4 1 0 3 9 . 5 8 1 0 4 0 . 0 0 104 0 . 0 0 1 0 4 0 . 8 0 1 0 4 1 . 4 0 1 0 4 1 . 4 0 1 0 4 1 . 4 0 1 0 4 1 . 4 0 10 4 1 . 4 0 1 0 4 1 . 4 0 1 0 4 1 . 4 0 1 0 4 1 . 2 4 10 4 1 . 1 5 1 0 4 1 . 1 5 1 0 4 1 . 3 3 1041 . 4 0 1 0 4 1 . 4 0 1041 . 1 0 1040.6 0 1040 . 6 0 104 1 . 1 0 1040.5 0 1040.50 1041.00 TC 1040.50 G 104 1 . 0 0 T C 104 0 . 5 0 G 1041.10 TC 1040.60 G 1041.60 TC 1041.10 G 1 0 4 1 . 6 5 1 0 4 1 . 4 0 1 0 4 0 . 4 0 1 0 4 0 . 4 0 1 0 4 1 . 1 5 1 0 4 0 . 9 0 1 0 4 0 . 8 7 1 0 4 0 . 9 5 1 0 4 0 . 8 1 1 0 4 0 . 7 3 1040.80 TC 1040.30 G 1 0 4 0 . 1 0 1 0 4 0 . 1 0 104 0 . 1 0 104 0 . 1 0 1 0 4 0 . 3 0 1 0 4 0 . 3 0 1040.80 TC 1040.30 G 1040.30 TC 1039.80 G 1 0 3 9 . 6 2 1 0 3 9 . 4 6 1 0 3 8 . 7 8 1 0 3 8 . 9 0 103 9 . 0 4 103 9 . 2 0 103 9 . 2 5 103 9 . 4 0 1039 . 4 5 1 0 3 8 . 5 9 1 0 3 8 . 4 0 1 0 3 8 . 5 1 1 0 3 8 . 8 8 103 9 . 3 7 1 0 3 8 . 5 0 1 0 3 7 . 0 9 1041.20 TC 1040.70 G 1041.20 TC 1040.70 G 1 0 4 1 . 2 0 T C 1 0 4 0 . 7 0 G 1039.36 TC 1038.86 G 1036.10 TC 1035.60 G 1037.99 TC 1037.49 G 1036 . 5 9 1037.75 TC 1037.25 G 1037.56 TC 1037.06 G 103 6 . 2 0 (OV E R F L O W ) 1039.90 TC 1039.40 G 1039.40 TC 1038.90 G 1040.00 TC 1039.50 G 1040.70 TC 1040.20 G 1041.54 TC 1041.04 G 1040.15 TC 1039.65 G 103 8 . 9 4 103 9 . 6 6 104 0 . 6 0 104 0 . 9 7 1 0 4 0 10 4 0 10 4 0 10 4 0 10 4 0 1 0 4 0 10 4 0 1 0 4 0 1 0 3 6 1 0 3 6 1 0 3 6 10 3 7 10 3 7 1 0 3 7 10 3 8 103 8 1 0 3 8 10 3 9 10 3 9 103 9 10 3 9 1 0 3 9 1 0 3 9 10 3 9 1 0 3 9 10 4 1 10 4 1 104 1 10 4 1 1041 1041 103 9 . 3 8 1040.30 TC 1039.80 G 1040. 3 0 T C 1039. 8 0 G (1039 . 4 2 ) (1039 . 2 8 ) (1037 . 1 4 ) (1037 . 2 2 ) (1035 . 4 0 ) (1035 . 0 7 ) (1034 . 8 9 ) (1035 . 6 8 ) ( 1 0 4 1 . 8 0 ) ( 1 0 4 1 . 5 3 ) ( 1 0 4 1 . 2 9 ) ( 1 0 4 1 . 1 7 ) 1040.70 TC 1040.20 G 1040.40 TC 1039.90 G 1039.85 TC 1039.35 G 1040.10 TC 1039.60 G 1039.77 TC 1039.27 G 1 0 4 1 . 0 8 1 0 4 1 . 2 3 1 0 4 0 . 3 0 1 0 4 0 . 1 5 TW: 1 0 3 6 . 0 0 FG: 1 0 3 5 . 5 0 TW: 1 0 4 0 . 0 4 FG: 1 0 3 5 . 2 6 TW: 1 0 4 0 . 3 8 FG: 1 0 3 5 . 1 9 TW: 1 0 3 9 . 3 3 FG: 1 0 3 5 . 1 7 TW: 1 0 3 7 . 6 2 FG: 1 0 3 5 . 7 2 TW: 1 0 3 6 . 8 7 FG: 1 0 3 5 . 9 1 TW: 1 0 3 6 . 5 0 FG: 1 0 3 6 . 0 0 1040.75 TC 1040.25 G 1040.45 TC 1039.95 G 1040.51 TC 1040.01 G 1 0 3 9 . 7 0 10 3 9 . 7 0 Outlot ' U ' The S h o p s At Ket t l e s t o n e N o r t h Plat 1 (Bk 2 0 1 7 , P g 3 2 5 6 ) 91,225 SF 2.09 AC LOT 1 Existin g 1 5 ' P U E (Book 2 0 1 3 , P a g e 1 0 3 8 7 ) Existin g 3 0 ' S t o r m S e w e r E a s e m e n t (Book 2 0 1 7 , P a g e 3 2 6 6 ) 1 0 4 1 . 4 0 1 0 4 1 . 4 0 1 0 4 1 . 4 0 1 0 3 9 . 5 8 1 0 3 9 . 6 0 1 0 3 9 . 4 2 1 0 3 9 . 4 5 1040 . 3 5 T C 1039 . 8 5 G HP 1040.95 TC 1040.45 G 1036.70 TC 1036.20 G 1040.00 TC 1039.50 G -5:1 -4 : 1 4:1 1041.00 TC 1040.50 G - 4 . 0 0 % - 6 . 0 0 % 1039.10 TC 1038.60 G (1039 . 2 5 ) (1034 . 6 4 ) 1035. 6 5 1041. 6 5 10 4 1 . 3 1 1 0 4 1 . 2 8 1 0 4 1 . 1 3 1 0 4 1 . 2 1 1 0 4 1 . 3 6 1042.12 TC 1041.62 G -3:1 -3:1 1 0 4 1 . 2 4 1 0 4 1 . 1 5 1 0 4 1 . 1 5 -2.00% 1 0 4 1 . 8 4 1 0 4 1 . 9 9 (1035 . 6 7 ) (1035 . 7 8 ) (1036 . 5 6 ) (1036 . 5 8 ) -4 : 1 -5 . 2 0 % 1036.20 TC 1035.70 G 1 0 4 1 . 4 0 1 0 4 1 . 4 0 1 0 4 1 . 3 3 - 6 . 0 0 % -3.00% 1 0 4 0 . 9 8 1 0 4 0 . 6 5 1 0 3 9 . 4 4 -3:1 -3:1 -3:1 11 . 0 0 % 14 . 3 4 % 1037.07 TC 1036.57 G -1 . 4 2 % V: \ P r o j e c t s \ 2 0 2 4 \ 1 2 4 . 0 1 1 5 . 0 1 \ C A D D \ S P _ 1 2 4 0 1 1 5 _ G R D G . d w g LO G A N M Y E R S , DE T A I L E D G R A D I N G P L A N , 20 2 5 / 0 9 / 0 2 , 9: 3 3 A M , AN S I F U L L B L E E D D ( 3 4 . 0 0 X 2 2 . 0 0 I N C H E S ) FEET 0 20 BY DA T E RE V I S I O N MA R K Sc a l e : Te c h n i c i a n : T- R - S : SN Y D E R & A S S O C I A T E S , I N C . | Ch e c k e d B y : En g i n e e r : Da t e : 1" = Pr o j e c t N o : Sh e e t Project No: Sheet 27 2 7 S . W . S N Y D E R B L V D AN K E N Y , I O W A 5 0 0 2 3 51 5 - 9 6 4 - 2 0 2 0 | w w w . s n y d e r - a s s o c i a t e s . c o m ED C LJ M KM M 07 - 2 2 - 2 0 2 5 20 ' 12 4 . 0 1 1 5 . 0 1 C4 0 1 124.0115.01 C401 KE T T L E S T O N E C O M M U N I T Y C H O I C E C R E D I T U N I O N DE T A I L E D G R A D I N G P L A N WA U K E E , I O W A RE V I S E D P E R C I T Y C O M M E N T S RE V I S E D P E R C I T Y C O M M E N T S 08 - 0 7 - 2 5 08 - 1 9 - 2 5 LJ M LJ M 12 TT N - R R W - S S 1.UTILITY WARNING: THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEY FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. 2.NOTIFY UTILITY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXISTENCE, EXACT LOCATION AND DEPTH OF ALL UTILITIES. AVOID DAMAGE TO UTILITIES AND SERVICES DURING CONSTRUCTION. ANY DAMAGE DUE TO THE CONTRACTOR'S CARELESSNESS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. COORDINATE ANY UTILITY RELOCATIONS WITH UTILITY PROVIDER. 3.ALL PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISHED GRADES AND/OR TOP OF PAVING SLAB (GUTTER), UNLESS OTHERWISE NOTED. 4.ALL STORM SEWER PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDE FLARED END SECTION. 5.CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL FROM ALL AREAS TO BE CUT OR FILLED. RESPREAD TO MINIMUM 8" DEPTH TO FINISH GRADES. 6.THE CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM STREETS, DRIVEWAYS AND SIDEWALKS CAUSED BY CONSTRUCTION ACTIVITIES BY THE END OF THE WORK DAY AND PRIOR TO A RAIN EVENT. 7.SLOPES OF ALL UNPAVED AREAS TO BE 2.0% MINIMUM. 8.CONTRACTOR TO CONTAIN SAWCUTTING/GRINDING SLURRY ON SITE AND DISPOSE OF ACCORDING TO IOWA DNR GENERAL PERMIT NO. 2 9.PROVIDE SEDIMENT BASKETS AT ALL INTAKES. 10.PROVIDE SILT FENCE WHERE SHOWN AND AS DETAILED ON THIS SHEET. MAINTAIN AND ADJUST SILT FENCE AS NECESSARY DURING CONSTRUCTION. GRADING NOTES 12 3 T 88 6 S F LO U N G E 68 4 S F EN T R Y 73 S F UT I L I T I E S VE N T CH A S E AB O V E 19 8 S F OF F I C E 16 0 S F JA N . / S T O R . SE R V I C E E N T R Y ME C H W E L L AB O V E OF F I C E 1 0 4 0 6" W 6" SAN 104 0 . 1 0 104 0 . 3 0 104 0 . 3 0 104 0 . 8 0 T C 104 0 . 3 0 G 104 0 . 8 0 T C 104 0 . 3 0 G 104 0 . 1 0 104 0 . 1 0 104 0 . 1 0 104 0 . 5 0 104 1 . 0 0 T C 104 0 . 5 0 G 104 0 . 5 0 104 1 . 0 0 T C 104 0 . 5 0 G 1040.0 0 1039. 9 9 104 0 . 6 0 104 0 . 6 0 104 1 . 1 0 1041 . 1 0 104 0 . 9 0 104 0 . 4 0 104 0 . 4 0 104 0 . 9 0 0. 0 % 0. 0 % 6. 1 % 6. 1 % 6. 1 % 6. 1 % 1.7% 1.7% 1.7% 0. 0 % 0. 0 % 5. 6 % 5. 6 % 1.7% 1.7% 1.7% 1039. 9 9 1040. 0 0 103 9 . 8 2 103 9 . 8 2 103 9 . 8 2 103 9 . 8 0 0. 0 % 0. 0 % 0. 0 % 0. 0 % 0.9% 0.9% 0.9% 1.1% 1.1% 1.1% 1.1% 1.7% 5. 6 % 5. 6 % 0. 0 % 0. 0 % 0. 0 % 0. 0 % 0. 0 % 0. 0 % 0. 0 % 14 10 3 5 1037 SE Encompass Dr 1 0 3 5 . 1 3 103 5 . 2 0 1 0 3 5 . 2 1 103 5 . 6 3 103 5 . 6 5 103 5 . 7 1 103 5 . 7 4 103 6 . 5 4 103 6 . 4 6 103 6 . 3 8 103 6 . 4 6 103 6 . 0 6 103 6 . 0 6 103 5 . 9 6 ( 1 0 3 6 . 5 6 ) (10 3 6 . 5 8 ) (1 0 3 5 . 7 8 ) (103 5 . 6 7 ) 3.5% 2.4% 1.5% 1.5% 5.9% 5.8% 0.1% 0.2%5.9%0.8%0.8% 0.5%0.4%5.9% 1. 9 % 2. 2 % 1. 5 % 1. 5 % 1. 5 % 1. 5 % 1. 5 % 0. 4 % 1. 3 % 1. 5 % 1 1041 10 4 2 SE Esker Ridge Dr 1041. 5 0 104 1 . 3 1 10 4 1 . 6 7 1 0 4 1 . 6 4 104 2 . 1 2 1042 . 2 7 1042 . 3 2 1042 . 1 0 104 1 . 7 9 104 1 . 4 8 104 1 . 9 4 104 1 . 9 9 104 1 . 8 4 10 4 1 . 7 9 C11.0% 1.0% 5.7% 5.4% 0.9% 1. 5 % 1. 5 % 1. 5 % 1. 5 % 1. 5 % 1.0% 1.0% 6.0%1.7% 5.7% 1. 5 % 1. 5 % 1. 5 % N67°46'32"E 25.00' M N67°32'43"E 25.00' P (10 3 8 . 8 9 ) (10 3 9 . 1 8 ) (10 3 9 . 2 8 ) (1 0 3 9 . 0 1 ) 103 9 . 2 5 (10 3 9 . 3 8 ) (10 3 9 . 2 8 ) (10 3 9 . 4 1 ) 10 3 9 . 1 0 1.5% 1.1% 4 . 5 % 5. 3 % 1 . 9 % 0. 8 % 1.0% V: \ P r o j e c t s \ 2 0 2 4 \ 1 2 4 . 0 1 1 5 . 0 1 \ C A D D \ S P _ 1 2 4 0 1 1 5 _ R A M P . d w g LO G A N M Y E R S , RA M P D E T A I L S , 20 2 5 / 0 9 / 0 2 , 9: 3 4 A M , AN S I F U L L B L E E D D ( 3 4 . 0 0 X 2 2 . 0 0 I N C H E S ) FEET 0 10 BY DA T E RE V I S I O N MA R K Sc a l e : Te c h n i c i a n : T- R - S : SN Y D E R & A S S O C I A T E S , I N C . | Ch e c k e d B y : En g i n e e r : Da t e : 1" = Pr o j e c t N o : Sh e e t Project No: Sheet 27 2 7 S . W . S N Y D E R B L V D AN K E N Y , I O W A 5 0 0 2 3 51 5 - 9 6 4 - 2 0 2 0 | w w w . s n y d e r - a s s o c i a t e s . c o m ED C LJ M KM M 07 - 2 2 - 2 0 2 5 10 ' 12 4 . 0 1 1 5 . 0 1 C4 0 2 124.0115.01 C402 KE T T L E S T O N E C O M M U N I T Y C H O I C E C R E D I T U N I O N RA M P D E T A I L S WA U K E E , I O W A RE V I S E D P E R C I T Y C O M M E N T S RE V I S E D P E R C I T Y C O M M E N T S 08 - 0 7 - 2 5 08 - 1 9 - 2 5 LJ M LJ M 12 TT N - R R W - S S TRASH 14 16 18 15 17 16 12 9 3 11 30' Ingress/ Egress Easement T OWNE R : MN W A U K E E H O L D I N G S , L L C 1409 N R I V E R F O N T D R MANK A T O , M N 5 6 0 0 1 R UP 32 0 9 S F RE S T A U R A N T 88 6 S F LO U N G E 22 2 S F PR I V A T E D I N I N G 68 4 S F EN T R Y 11 2 2 S F RE S T A U R A N T P A T I O 19 8 S F WO M E N 15 8 S F ME N BA R 11 9 6 S F KI T C H E N 73 S F UT I L I T I E S 33 1 S F BR E A K R M VE N T CH A S E AB O V E AP P R O X . HO O D AB O V E 19 8 S F OF F I C E 16 9 S F OF F I C E 13 4 S F OF F I C E 12 8 S F OF F I C E 16 0 S F JA N . / S T O R . 13 7 S F I. T . / D A T A 31 8 S F PR I V A T E D I N I N G IN S I D E F R Y E R G R E A S E T A N K R E C L A M A T I O N - SP I G O T N E E D E D - M I N I M I Z E A P P E A R A N C E SE R V I C E E N T R Y ME C H W E L L AB O V E 13 5 S F OF F I C E PROPOSED BUILDING 9,335 SF FFE= 1041.40 4 BM50 0 Intake = 1041.66 FL = 1036.01 15" RCP S Intake = 1037.96 FL = 1034.51 15" RCP S Rim = 1041.69 FL = 1031.49 24" RCP SW FL = 1031.39 24" RCP NE FL = 1029.70 24" RCP SW FL = 1029.50 30" RCP NE Intake = 1033.70 FL = 1029.35 24" RCP N Intake = 1033.97 FL = 1030.62 15" RCP N Storm C/O Rim = 1034.51 No Pa r k i n g Stop Sidewalk Concrete Si d e w a l k Co n c r e t e Concrete Concrete SE Esker Ridge D r Gr a n d P r a i r i e P k w y Co n c r e t e SE Encompass D r Comm u n i t y C h o i c e S i g n Existin g 1 0 ' W i d e T r a i l Existin g 5 ' Wide S i d e w a l k 6" W 6" W 6" SAN 1 - AG 2 - TI 1 - CO 1 - CO 1 - CO 1 - CO 1 - CO 1 - CO 1 - QB 1 - AA 1 - QB 1 - AA 1 - QB 1 - QB 1 - QB 1 - AA 1 - AA 1 - AA 1 - TA 1 - AG 1 - TA 2 - TA 1 - TA 4 - BG 1 - GI 1 - GI 1 - GB 1 - GB 1 - GB 1 - GB 1 - PF 1 - TA 1 - TA 5 - HA 1 - MS 1 - AB 1 - MS 1 - MS2 - GI 2 - GI 2 - CB 2 - CB 2 - GI 2 - AA 2 - GI 1 - GB 1 - CB 1 - AA 1 - AA 1 - GB 1 - TI 1 - TI 3 - SK 5 - HA 5 - CK 5 - HO 1 - AB 2 - GI 2 - AB 1 - AB 1 - CB 9 - BG 3 - HA 1 - TI 1 - TI 11 - CK V: \ P r o j e c t s \ 2 0 2 4 \ 1 2 4 . 0 1 1 5 . 0 1 \ C A D D \ S P _ 1 2 4 0 1 1 5 _ L N D . d w g LO G A N M Y E R S , PL A N T I N G P L A N , 20 2 5 / 0 9 / 0 2 , 9: 3 4 A M , AN S I F U L L B L E E D D ( 3 4 . 0 0 X 2 2 . 0 0 I N C H E S ) FEET 0 20 BY DA T E RE V I S I O N MA R K Sc a l e : Te c h n i c i a n : T- R - S : SN Y D E R & A S S O C I A T E S , I N C . | Ch e c k e d B y : En g i n e e r : Da t e : 1" = Pr o j e c t N o : Sh e e t Project No: Sheet 27 2 7 S . W . S N Y D E R B L V D AN K E N Y , I O W A 5 0 0 2 3 51 5 - 9 6 4 - 2 0 2 0 | w w w . s n y d e r - a s s o c i a t e s . c o m ED C LJ M KM M 07 - 2 2 - 2 0 2 5 20 ' 12 4 . 0 1 1 5 . 0 1 C5 0 0 124.0115.01 C500 KE T T L E S T O N E C O M M U N I T Y C H O I C E C R E D I T U N I O N PL A N T I N G P L A N WA U K E E , I O W A RE V I S E D P E R C I T Y C O M M E N T S RE V I S E D P E R C I T Y C O M M E N T S 08 - 0 7 - 2 5 08 - 1 9 - 2 5 LJ M LJ M 12 TT N - R R W - S S PLANTING PLAN GENERAL NOTES A.UTILITY WARNING: THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND/OR RECORDS OBTAINED. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEY FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. B.NOTIFY UTILITY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXISTENCE, EXACT LOCATION AND DEPTH OF ALL UTILITIES. AVOID DAMAGE TO UTILITIES AND SERVICES DURING CONSTRUCTION. ANY DAMAGE DUE TO THE CONTRACTOR'S CARELESSNESS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. COORDINATE AND COOPERATE WITH UTILITY COMPANIES DURING CONSTRUCTION. C.ALL PLANT MATERIAL SHALL AT LEAST MEET MINIMUM REQUIREMENTS SHOWN IN THE "AMERICAN STANDARDS FOR NURSERY STOCK" (ANSI Z60.1-LATEST EDITION). D.CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF INSTALLATION. PLANTING PLAN CONSTRUCTION NOTES 1.SOD ALL DISTURBED AREAS UNLESS NOTED OTHERWISE. REFER TO EROSION CONTROL PLAN FOR ADDITIONAL INFORMATION. 2.PROVIDE A 3-IN DEPTH SHREDDED HARDWOOD MULCH IN A 3-FOOT PERIMETER RING AROUND ALL TREES. PROVIDE VERTICAL CUT NATURAL EDGE TO A DEPTH OF 4-INCHES. 3.PROVIDE 1-2'' RIVER ROCK TO A DEPTH OF 4-INCHES. TAPER MULCH DEPTH TOWARDS BED EDGING AND/OR PAVEMENT EDGE EXPOSING 1-INCH HEIGHT OF EDGE. 4.PROVIDE 3 /16 " BLACK STEEL EDGER WITH STAKES. 5.PLANTING SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY THE COMMUNITY DEVELOPMENT DEPARTMENT. 6.ALL DISTURBED AREAS IN THE RIGHT-OF-WAY WILL BE REQUIRED TO BE SODDED. PLANTING PLAN REQUIREMENTS (LANDSCAPE CALCULATIONS BASED UPON CITY OF WAUKEE ZONING CODE REQUIREMENTS) OPEN SPACE: 20% OPEN SPACE REQUIRED 91,225.25 SF (TOTAL LOT) x 20% = 18,245.05 SF REQUIRED (28,369.38 SF OR 31.10% PROVIDED) 1.5 OVERSTORY TREES, 0.5 UNDERSTORY TREES, AND 2 SHRUB PER 1,000 SF OF REQUIRED OPEN SPACE. MINIMUM OF 50% OF TOTAL REQUIRED TREES SHALL BE OVERSTORY SHADE TREES. 18,245.05 SF /1,000 = 18.3 PLANT UNITS (PU'S) 1.5 OVERSTORY TREES x 18.3 PU'S = 27.45 TREES REQUIRED (28 TREES PROVIDED, 21 OVERSTORY, 7 EVERGREEN) 0.5 UNDERSTORY TREES X 18.3 PU'S = 9.15 UNDERSTORY TREES REQUIRED (10 PROVIDED) 2 SHRUBS X 18.3 PU'S = 36.6 SHRUBS REQUIRED (50 PROVIDED) STREET TREE REQUIREMENTS: ONE TREE FOR EVERY 40 FEET OF STREET FRONTAGE, NOT COUNTING DRIVEWAY GRAND PRAIRIE PARKWAY 268.44/40 = 6.71 TREES REQUIRED (7 PROVIDED) SE ESKER RIDGE PKWY 273.65/40 = 6.84 TREES REQUIRED (7 PROVIDED) BUFFER REQUIREMENT: NO BUFFER REQUIRED. OFF-STREET PARKING AREA REQUIREMENT: 1 TREE FOR EVERY PARKING LOT ISLAND 16 PARKING LOT ISLANDS 16 TREES REQUIRED (16 TREES PROVIDED) TREE HEIGHT MINIMUM REQUIREMENTS OVERSTORY TREES MUST BE 8 FEET TALL MINIMUM AT TIME OF PLANTING. EVERGREEN TREES MUST BE 6 FEET TALL MINIMUM AT TIME OF PLANTING. ORNAMENTAL TREES MUST BE 6 FEET TALL MINIMUM AT TIME OF PLANTING. STREET TREES MUST BE 12 FEET TALL MINIMUM AT TIME OF PLANTING. CODE QTY BOTANICAL NAME COMMON NAME SIZE TYPE CANOPY TREES AA 9 Acer rubrum 'Armstrong'Armstrong Red Maple 1.5" Cal.B&B CB 6 Carpinus betulus European Hornbeam 1.5" Cal.B&B CO 6 Celtis occidentalis Common Hackberry 1.5" Cal.B&B GB 6 Ginkgo biloba Maidenhair Tree 1.5" Cal.B&B GI 12 Gleditsia triacanthos inermis Thornless Honey Locust 1.5" Cal.B&B QB 5 Quercus bicolor Swamp White Oak 1.5" Cal.B&B TA 7 Tilia americana American Linden 1.5" Cal.B&B EVERGREEN TREES PF 1 Pinus strobus 'Fastigiata'Pyramidal White Pine 6` Ht.B&B TI 6 Thuja x 'Green Giant'Green Giant Arborvitae 6` Ht.B&B ORNAMENTAL TREES AB 5 Acer buergerianum Trident Maple 6` Ht. AG 2 Amelanchier x grandiflora 'Autumn Brilliance'Autumn Brilliance Apple Serviceberry 6` Ht.B&B MS 3 Malus x 'Spring Snow'Spring Snow Crabapple 6` Ht.B&B CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER SHRUBS BG 13 Buxus x 'Green Velvet'Green Velvet Boxwood 3 GAL POT CK 16 Calamagrostis x acutiflora 'Karl Foerster'Karl Foerster Feather Reed Grass 2' ft POT HO 5 Hemerocallis x 'Stella de Oro'Stella de Oro Daylily 1 GAL POT HA 13 Hydrangea arborescens 'Abetwo'Incrediball® Hydrangea 3 GAL POT SK 3 Syringa pubescens patula 'Miss Kim'Miss Kim Korean Lilac 3 GAL POT PLANT SCHEDULE 1 1 1 TYP. 2 TYP. 2 TYP. 2 TYP. 2 TYP. 3 3 3 3 4 43 2 TYP. 1 TYP. 1 TYP. 1 TYP. 1 TYP. 2 TYP. 2 TYP. 2 TYP. 43 BY DA T E RE V I S I O N MA R K Sc a l e : Te c h n i c i a n : T- R - S : SN Y D E R & A S S O C I A T E S , I N C . | Ch e c k e d B y : En g i n e e r : Da t e : 1" = Pr o j e c t N o : Sh e e t Project No: Sheet 27 2 7 S . W . S N Y D E R B L V D AN K E N Y , I O W A 5 0 0 2 3 51 5 - 9 6 4 - 2 0 2 0 | w w w . s n y d e r - a s s o c i a t e s . c o m ED C LJ M KM M 07 - 2 2 - 2 0 2 5 12 4 . 0 1 1 5 . 0 1 C6 0 0 124.0115.01 C600 KE T T L E S T O N E C O M M U N I T Y C H O I C E C R E D I T U N I O N SI T E D E T A I L S WA U K E E , I O W A RE V I S E D P E R C I T Y C O M M E N T S RE V I S E D P E R C I T Y C O M M E N T S 08 - 0 7 - 2 5 08 - 1 9 - 2 5 LJ M LJ M 12 TT N - R R W - S S V: \ P r o j e c t s \ 2 0 2 4 \ 1 2 4 . 0 1 1 5 . 0 1 \ C A D D \ S P _ 1 2 4 0 1 1 5 _ T S H . d w g LO G A N M Y E R S , SI T E D E T A I L S , 20 2 5 / 0 9 / 0 2 , 9: 3 4 A M , AN S I F U L L B L E E D D ( 3 4 . 0 0 X 2 2 . 0 0 I N C H E S ) FORM GRADE ELEV. 6" 4 C600 INTEGRAL SIDEWALK AND CURB DETAIL NO SCALE ADJACENT PAVEMENT SIDEWALK 4" M I N 2 C600 TYPICAL PAVEMENT CROSS SECTIONS NO SCALE PCC PAVEMENT SECTION PCC SIDEWALK SECTION 1 C600 CONCRETE DRIVEWAY, TYPE A NO SCALE CUR B O P E N I N G DR I V E W A Y W I D T H AS S P E C I F I E D 1'- 0 " M I N TYPE A WITH RADII DETAIL B TYPICAL SECTION DETAIL A (Residential/Agricultural Only) 3'-0" MIN 5'-0" MAX TYPE A WITH FLARES 1'- 0 " M I N CUR B O P E N I N G DR I V E W A Y W I D T H AS S P E C I F I E D SLOPE AS PER PLANS 2% MAX P R O P E R T Y LI N E 10 10 9 1 DRIVEWAY RADIUS (R). RESIDENTIAL: 10 FOOT MINIMUM, 15 FOOT MAXIMUM. COMMERCIAL AND INDUSTRIAL: AS SPECIFIED IN THE CONTRACT DOCUMENTS. 2 TRANSITION THE CURB HEIGHT TO 0 INCHES AT END OF TAPER/RADIUS OR AT THE FRONT EDGE OF SIDEWALK. DO NOT EXTEND RAISED CURB ACROSS SIDEWALK. 3 PAVEMENT THICKNESS. RESIDENTIAL: 6 INCHES MINIMUM. COMMERCIAL AND INDUSTRIAL: 7 INCHES MINIMUM. 4 SIDEWALK THICKNESS THROUGH DRIVEWAY TO MATCH THICKNESS OF DRIVEWAY. 5 CENTER REINFORCING BAR VERTICALLY IN THE PAVEMENT. 6 MATCH THICKNESS OF ADJACENT ROADWAY. 8 INCHES MINIMUM. 7 PROVIDE 'E' JOINT AT BACK OF CURB UNLESS 'B' JOINT IS SPECIFIED. 8 FOR ALLEYS, INVERT THE PAVEMENT CROWN 2% TOWARD CENTER OF ALLEY. 9 TARGET CROSS SLOPE OF 1.5% WITH A MAXIMUM CROSS SLOPE OF 2.0%. IF SPECIFIED IN THE CONTRACT DOCUMENTS, CONSTRUCT THE SIDEWALK THROUGH THE DRIVEWAY 5 FEET WIDE TO SERVE AS A PASSING SPACE. 10 IF CROSS SLOPE OF ADJACENT SIDEWALK PANEL EXCEEDS 2.0%, REMOVE AND REPLACE TO TRANSITION FROM EXISTING SIDEWALK TO SIDEWALK THROUGH DRIVEWAY. IF ELEVATION CHANGE REQUIRES A CURB RAMP, COMPLY WITH FIGURE 7030.205; VERIFY NEED FOR DETECTABLE WARNING PANEL WITH ENGINEER. 5 1 4 P R O P E R T Y LI N E 9 10 10 4 1 2" 7 1 2" 6" 12"18" 1' - 0 " 1'-0" 18"12" DROP CURB HEIGHT:0" TO 2" 3 C600 6-INCH STANDARD CURB NO SCALE R3" R3" 1" RADIUS SEALED 'E' JOINT PCC PAVEMENT, SEE PLANS FOR THICKNESS & LOCATIONS 12" DEPTH PREPARED SUBGRADE 2 - 6" LIFTS UNLESS NOTED OTHERWISE SIDEWALK PAVEMENT, SEE PLANS FOR THICKNESS & LOCATIONS 6" DEPTH PREPARED SUBGRADE 'E' JOINT 'B' JOINT 'C' JOINT BACK OF CURB REFER TO DETAIL B BACK OF CURB #5x36" REINFORCING BAR R SIDEWALK DRIVEWAY CURB BACK OF CURB BACK OF CURB REFER TO DETAIL A 'C' JOINT 'E' JOINT 'B' JOINT 'C' OR 'E' JOINT 'C' OR 'E' JOINT TYPICAL SECTION Exact dimensions, wall batter, backfill limits, reinforcement, and leveling pad materials and dimensions will be specified by the wall manufacturer. 1 If exposed height is greater than 4 feet, the wall manufacturer shall provide design by a licensed structural engineer. 1 6 C600 SEGMENTAL BLOCK RETAINING WALL NO SCALE 8" M i n . 6" M i n . 6" M i n . He i g h t V a r i e s Topsoil or Suitable Backfill Material Granular Backfill Material Geogrid (if required) Excavation Line Geogrid (if required) Subdrain Wrap porous backfill material with engineering fabric. Excavation Line Finished Grade Wall Unit (Typ.) Finished Grade (slope varies) Pins or Lip to Ensure Proper Block Setback Cap Stone Compacted Foundation Construct a 6" thick X 18" wide (min.) leveling pad 5 C600 LOOP BIKE RACK NO SCALE NOTES: 1.INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS. 2.1 2"x3 3 4" EXPANSION ANCHOR BOLTS PROVIDED FOR SURFACE MOUNT. FINISH OPTIONS: COATED WITH ZINC RICH EPOXY THEN FINISHED WITH POLYESTER COATING. COLOR AS PER OWNER. 18 MIN 30 " M I N 4 1 2" DIA ANCHOR CIRCLE 6" DIA 8 1 8" DIA 27 " M A X 10 GA. STL. SPINNING SURFACE MOUNT (ONLY) 2" RS 40 GALV. PIPE (2 3 8" O.D.) 5 8"x1 1 2" S.STL. FLT. SKT HD CAP SCREW 3 8"x6" DIA STL. PLATE BY DA T E RE V I S I O N MA R K Sc a l e : Te c h n i c i a n : T- R - S : SN Y D E R & A S S O C I A T E S , I N C . | Ch e c k e d B y : En g i n e e r : Da t e : 1" = Pr o j e c t N o : Sh e e t Project No: Sheet 27 2 7 S . W . S N Y D E R B L V D AN K E N Y , I O W A 5 0 0 2 3 51 5 - 9 6 4 - 2 0 2 0 | w w w . s n y d e r - a s s o c i a t e s . c o m ED C LJ M KM M 07 - 2 2 - 2 0 2 5 12 4 . 0 1 1 5 . 0 1 C6 0 1 124.0115.01 C601 KE T T L E S T O N E C O M M U N I T Y C H O I C E C R E D I T U N I O N SI T E D E T A I L S WA U K E E , I O W A RE V I S E D P E R C I T Y C O M M E N T S RE V I S E D P E R C I T Y C O M M E N T S 08 - 0 7 - 2 5 08 - 1 9 - 2 5 LJ M LJ M 12 TT N - R R W - S S V: \ P r o j e c t s \ 2 0 2 4 \ 1 2 4 . 0 1 1 5 . 0 1 \ C A D D \ S P _ 1 2 4 0 1 1 5 _ T S H . d w g LO G A N M Y E R S , SI T E D E T A I L S , 20 2 5 / 0 9 / 0 2 , 9: 3 4 A M , AN S I F U L L B L E E D D ( 3 4 . 0 0 X 2 2 . 0 0 I N C H E S ) NW Corner Parcel U The Shops At Kettlestone North Plat 1 & NE Corner Parcel 18-163 (Book 2018, Page 23782) S61°42'02"E 1.86' R S61°28'13"E 1.86' M S2 6 ° 5 5 ' 1 9 " W 3 2 2 . 7 1 ' M S2 6 ° 4 1 ' 3 0 " W 3 2 2 . 7 1 ' P 91,225 SF 2.09 AC LOT 1 N6 1 ° 2 8 ' 1 3 " W 3 0 2 . 5 8 ' M N6 1 ° 4 2 ' 0 2 " W 3 0 2 . 5 8 ' P S84°43'28"E 45.79' M S84°57'17"E 45.79' P S69 ° 2 3 ' 2 6 " E 83.0 3 ' M S69 ° 3 7 ' 1 5 " E 8 3 . 0 3 ' P N67°46'32"E 25.00' M N67°32'43"E 25.00' P C1 C2 C3 Existing 15' PUE (Book 2013, Page 10387) Existing 30' Storm Sewer Easement (Book 2017, Page 3266) Existing 62' Public Ingress/Egress Easement (Book 2019, Page 10433) INGRESS/EGRESS EASEMENT INGRESS/EGRESS EASEMENT (TO BE RECORDED IN SEPARATE DOCUMENT) Northerly Corner Parcel 18-163 Found 1/2" Rebar With Blue Plastic Cap #19880 SW Corner Outlot U The Shops At Kettlestone North Plat 1 Found 5/8" Rebar With Yellow Plastic Cap #13156 Found 5/8" Rebar With Yellow Plastic Cap #13156 Found 5/8" Rebar With Yellow Plastic Cap #13156 Found 5/8" Rebar With Yellow Plastic Cap #13156 Found 5/8" Rebar With Yellow Plastic Cap #13156 Found 5/8" Rebar With Yellow Plastic Cap #13156 NE Corner Outlot U The Shops At Kettlestone North Plat 1 Found 1/2" Rebar With Blue Plastic Cap #19880 SE E S K E R R I D G E D R I V E (R. O . W . V A R I E S ) OUTLOT A THE SH O P S A T KETTLE S T O N E NORTH P L A T 7 LOT 2 THE SH O P S A T K E T T L E S T O N E N O R T H P L A T 7 OUTLOT U THE SH O P S A T K E T T L E S T O N E N O R T H P L A T 1 PARCEL 1 8 - 1 6 3 (BOOK 2 0 1 8 , P A G E 2 3 7 8 2 ) BEING A P A R T O F OUTLOT B THE SH O P S A T K E T T L E S T O N E N O R T H P L A T 5 GRAND PRAIRIE PARK W A Y 22. 7 3 ' C4 C5 S2 6 ° 3 5 ' 5 8 " W 2 2 0 . 9 7 ' C6 S31°49'10"W 17.47' C7 LOT 2 KEETOW N L O O P P L A T 1 LOT 1 KEETOW N L O O P P L A T 5 N6 1 ° 4 2 ' 0 2 " W 3 0 4 . 4 4 ' P S6 1 ° 2 8 ' 1 3 " E 3 0 4 . 4 4 ' M CURVE TABLE CURVE NO. C1 M C2 M C3 M Δ 5°50'13" 2°36'48" 9°41'18" RADIUS 1065.00' 1050.00' 1587.50' ARC LENGTH 108.50' 47.89' 268.44' TANGENT 54.30' 23.95' 134.54' CHORD BEARING/LENGTH S61°30'52"E 108.45' S68°05'02"E 47.89' N27°58'09"E 268.12' C1 P 5°50'13"1065.00'108.50'54.30'S61°44'41"E 108.45' C2 P 2°36'48"1050.00'47.89'23.95'S68°18'51"E 47.89' C3 P 9°41'18"1587.50'268.43'134.54'S27°44'20"W 268.11' C4 C5 C6 C7 15°06'40" 17°53'30" 5°13'12" 0°39'12" 115.00' 85.00' 315.00' 1065.00' 30.33' 26.54' 28.70' 12.14' 15.25' 13.38' 14.36' 6.07' S36°56'08"W 30.24' S35°32'43"W 26.44' S29°12'34"W 28.69' N58°55'21"W 12.14' GRAND PRAIRIE P A R K W A Y S E E S K E R RID GE DRIVE SE P A R K V I E W C R O S S I N G D R I V E DRAFT V: \ P r o j e c t s \ 2 0 2 4 \ 1 2 4 . 0 1 1 5 . 0 1 \ C A D D \ F P L T _ 1 2 4 0 1 1 5 . d w g AU S T I N D A V E N P O R T , 22 X 3 4 E X H I B I T L , 20 2 5 / 0 7 / 2 2 , 1: 3 5 P M , AN S I F U L L B L E E D D ( 3 4 . 0 0 X 2 2 . 0 0 I N C H E S ) BY DA T E RE V I S I O N MA R K Sc a l e : Te c h n i c i a n : T- R - S : SN Y D E R & A S S O C I A T E S , I N C . | Ch e c k e d B y : En g i n e e r : Da t e : 1" = Pr o j e c t N o : Sh e e t Project No: Sheet 27 2 7 S . W . S N Y D E R B L V D AN K E N Y , I O W A 5 0 0 2 3 51 5 - 9 6 4 - 2 0 2 0 | w w w . s n y d e r - a s s o c i a t e s . c o m ED G AJ D KM H 07 - 2 2 - 2 0 2 5 30 ' 12 4 . 0 1 1 5 . 0 1 1 o f 1 124.0115.01 1 of 1 TH E S H O P S A T K E T T L E S T O N E N O R T H P L A T 9 FI N A L P L A T WA U K E E , I O W A 78 N - 2 6 W - 4 FEET 0 30 AREA ABOVE RESERVED FOR RECORDER INDEX LEGEND SURVEYOR'S NAME / RETURN TO: ERIN D. GRIFFIN EGRIFFIN@SNYDER-ASSOCIATES.COM SERVICE PROVIDED BY: SNYDER & ASSOCIATES, INC. SURVEY LOCATED: OUTLOT U THE SHOPS AT KETTLESTONE NORTH PLAT 1 SEC. 4-78-26 REQUESTED BY: COMMUNITY CHOICE CREDIT UNION THE SHOPS AT KETTLESTONE NORTH PLAT 9 FINAL PLAT SNYDER & ASSOCIATES, INC. 2727 S.W. SNYDER BLVD ANKENY, IOWA 50023 515-964-2020 LEGEND FEATURES FOUND SET Section Corner 1/2" Rebar, Yellow Plastic Cap # 19710 (Unless Otherwise Noted) ROW Marker ROW Rail Control Point Bench Mark Platted Distance P Measured Bearing & Distance M Recorded As R Deed Distance D Calculated Distance C Yellow Plastic Cap YPC Centerline Section Line 1/4 Section Line 1/4 1/4 Section Line Easement Line PROPERTY DESCRIPTION OUTLOT U IN THE SHOPS AT KETTLESTONE NORTH PLAT 1, AN OFFICIAL PLAT, NOW INCLUDED IN AND FORMING A PART OF THE CITY OF WAUKEE, DALLAS COUNTY, IOWA. DATE OF SURVEY 07-22-2025 PROPERTY OWNER COMMUNITY CHOICE CREDIT UNION 6163 NW 86TH STREET, STE 105 JOHNSTON IA, 50131 AREA SUMMARY GROSS AREA: 2.09 ACRES (91,224 SF) ZONING K-RC: KETTLESTONE RETAIL COMMUNITY BULK REGULATIONS LOT AREA: NO MINIMUM REQUIREMENT LOT WIDTH: NO MINIMUM REQUIREMENT SIDE YARDS: NO MINIMUM FOR PRINCIPAL PERMITTED USES UNLESS ADJACENT TO ADJOINING SINGLE-FAMILY, IN WHICH CASE THE MINIMUM SETBACK SHALL BE 50 FEET. 5 FEET FOR ACCESSORY STRUCTURES. REAR YARD: NO MINIMUM FOR PRINCIPAL PERMITTED USES UNLESS ADJACENT TO ADJOINING SINGLE-FAMILY, IN WHICH CASE THE MINIMUM SETBACK SHALL BE 50 FEET. 5 FEET FOR ACCESSORY STRUCTURES. MAXIMUM HEIGHT: PRINCIPAL BUILDING - 4 STORIES ACCESSORY BUILDING - 1 STORY FLOODPLAIN THE FLOOD ZONE DESIGNATION FOR THE SUBJECT PROPERTY IS ZONE X, BEING AREA OF MINIMAL FLOOD HAZARD, AS PER THE FLOOD INSURANCE RATE MAP FOR THE CITY OF WAUKEE, IOWA, PANEL NUMBER 19049C0355F, EFFECTIVE DATE DECEMBER 07, 2018. VICINITY MAP WAUKEE, IOWA Erin D. Griffin, PLS Date License Number 19710 My License Renewal Date is December 31, 2025 Pages or sheets covered by this seal: ERIN D. GRIFFIN 19710 AIOW L I CENSED P R O F E S S I ONAL LA N D S U R V EYOR I hereby certify that this land surveying document was prepared and the related survey work was performed by me or under my direct personal supervision and that I am a duly licensed Professional Land Surveyor under the laws of the State of Iowa. Sheet 1 of 1 PLAT LOCATION 1ST FLOOR 0' -0" 2ND FLOOR 14' -0" HIGH ROOF 28' -0" BRICK -WARM WHITE NICHIHA FIBER CEMENT PANEL -DARK GREY ALUMINUM FASCIA -BLACK NICHIHA FIBER CEMENT PANEL -WOOD-LOOK NICHIHA FIBER CEMENT PANEL -DARK GREY ALUMINUM FASCIA -BLACK 1ST FLOOR 0' -0" 2ND FLOOR 14' -0" HIGH ROOF 28' -0" BRICK -WARM WHITE NICHIHA FIBER CEMENT PANEL -DARK GREY ALUMINUM FASCIA -BLACK NICHIHA FIBER CEMENT PANEL -WOOD-LOOK GEOLAM SOLEO WOOD-LOOK ELEMENTS 1ST FLOOR 0' -0" 2ND FLOOR 14' -0" HIGH ROOF 28' -0" BRICK -WARM WHITE NICHIHA FIBER CEMENT PANEL -DARK GREY ALUMINUM FASCIA -BLACK NICHIHA FIBER CEMENT PANEL -WOOD-LOOK GEOLAM SOLEO WOOD-LOOK ELEMENTS 1ST FLOOR 0' -0" 2ND FLOOR 14' -0" HIGH ROOF 28' -0" BRICK -WARM WHITE NICHIHA FIBER CEMENT PANEL -DARK GREY ALUMINUM FASCIA -BLACK NICHIHA FIBER CEMENT PANEL -WOOD-LOOK GEOLAM SOLEO WOOD-LOOK ELEMENTS SCALE:1/8" = 1'-0"3 SOUTH ELEVATION SCALE:1/8" = 1'-0"2 NORTH ELEVATION SCALE:1/8" = 1'-0"4 WEST ELEVATION SCALE:1/8" = 1'-0"1 EAST ELEVATION 3611 NE Otterview Circle #42 Ankeny, IA 50021 www.jcorpdesignbuild.com 06 / 06 / 2025CCCU Mixed Use Elevations 6" 13 ' - 0 " 6" 6"10"20'-4"10"6" 14 ' - 0 " A1 6 1'-7"9'-2" 10'-0" LONG x 0'-6" DIA CONCRETE FILLED GATE POST ENCASED IN FOOTING WITH 6'-0" ABOVE GRADE TYP WALL SECTION 6"9'-2"1'-7" 22'-0" 23'-0" 6'-0" TALL -METAL TRASH ENCLOSURE GATE PAINTED BLACK MODULAR BRICK -LIGHT MODULAR BRICK -LIGHT MODULAR BRICK -LIGHT MODULAR BRICK -LIGHT BLACK METAL CAP -TYP. 6' - 0 " PARAPET CAP FLASHING 6" CMU BRICK TO MATCH BUILDING (1) #4 CONT. #4's @ 48" O.C. (1) #5 CONT. T&B #4's @ 24" O.C. METAL DRIP EDGE ABOVE FINISH GRADE -VERIFY WITH G.C. MORTAR DEFLECTION DEVICE w/ MORTAR MAZE CELL VENTS @ 24" O.C. HEAD JOINTS THRU-WALL FLASHING EYE & PINTLE WALL TIES @ 16" O.C. 1'-0" 3' - 4 " 8" SCALE:3/8" = 1'-0"4 FRONT ELEVATION SCALE:3/8" = 1'-0"5 REAR ELEVATION 3611 NE Otterview Cir #42 Ankeny, IA 50021 www.jcorpdesignbuild.com CONTENTS: SHEET NO: PROJECT NO: PR O J E C T : REVISIONS: A1 25-009 CC C U M i x e d U s e - T r a s h E n c l o s u r e 08 / 07 / 2025 Plan, Elevations, Sections SCALE:3/8" = 1'-0"1 PLAN SCALE:3/8" = 1'-0"3 LEFT ELEVATION SCALE:3/8" = 1'-0"2 RIGHT ELEVATION SCALE:1 1/2" = 1'-0"6 SECTION