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HomeMy WebLinkAbout2025-03-03 I04 KeeTown Loop F4 Ashworth_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: March 3, 2025 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for KeeTown Loop – F4 Ashworth FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a site plan for a multi-tenant commercial building including three tenant spaces, located west of Grand Prairie Parkway and north of SE Ashworth Road, containing 0.51- acres. The project includes the construction of a single-story building that will include three commercial tenant spaces. The building is 5,870 square feet in area and 20.5-feet in height. A trash enclosure will be provided at the west side of the site. A drive-thru lane will be provided along the east side of the building. A pick-up window is provided at the north side of the building. There are no menu boards proposed. Outdoor patio space will be provided at the northwest corner of the building. Several accesses will be provided into the site. A total of 53 parking spaces are required, they are providing the 53 spaces. Two bicycle parking spaces are being provided in accordance with the Kettlestone Design Guidelines. Public utilities are provided to the site. Stormwater detention will be provided with a basin located at the west side of the site. A minimum of 20% of the site is required to be open space, they are providing 48%. The required amount of plantings are being provided. The elevations of the building will be constructed of mostly fiber cement board, brick veneer and storefront glazing. The trash enclosure will be constructed of brick and composite wood to match the building. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed the site plan request at their meeting on February 25, 2025, and recommended approval: Approval of a Site Plan for KeeTown Loop – F4 Ashworth (2980 Grand Prairie Parkway) Elizabeth Cramblet, City Planner, introduced the request for approval of a site plan for a multi-tenant commercial building, including three tenant spaces, as requested by The Quarter at Waukee, LLC, represented by Jared Dobesh of Confluence. I4 The property is generally located west of Grand Prairie Parkway, and north of SE Ashworth Road containing approximately 0.51 acres. The location is within the Kettlestone Corridor and is currently platted as one lot, Lot 9 of Keetown Loop Plat 4. The project includes the construction of a single-story building that will include three (3) tenant spaces for restaurant, retail, and/or medical uses. The building is 5,870 square feet in area and 20’ 6” in height. A trash enclosure is provided at the west side of the site. Both the north and south ends of the building include a drive-through lane that runs along the east side of the building, with a pick-up window for potential tenants. The pick-up window is only for drive-through. The addition of menu boards will need to be approved as a separate permit by Community Development. An outdoor eating area is proposed on the northwest corner of the building. Existing access to the proposed site is from SE Ashworth Road, Grand Prairie Parkway, and SE Parkview Crossing Drive. Parking for the site is located west of the building. Five- and six-foot-wide sidewalks will be provided along the front entrance of the proposed building, along the south side and a portion of the west side of the building along SE Pleasant View Drive. An existing 10-foot-wide trail is provided adjacent to the site along Grand Prairie Parkway. A pedestrian connection is provided into the site from the sidewalk along SE Pleasant View Drive that runs north behind the proposed building. An additional six-foot-wide path will be located along the front of the building. An additional sidewalk will run south connecting to the existing sidewalk along SE Ashworth Road. A total of 53 parking spaces are required for the proposed site plan based on a use for restaurant, retail and office tenants. A total of 53 stalls are being provided including stalls adjacent west of the site, including four accessible spaces. Two bicycle parking spaces are being provided to comply with the requirements of the Kettlestone Design Guidelines. All public utilities are provided to the side. Storm water detention will be provided with the existing detention pond located west of SE Parkview Crossing Drive. A minimum of 20% of the project area is required to be open space. The total amount of open space proposed is approximately 48.4%. Street trees will be installed along SE Ashworth Road with additional trees along the front entrance and south side of the property. Additional trees will be installed in the existing parking lot to the west. The required number of plantings being provided meet the Landscape and Open Space Ordinance and the Kettlestone Design Guidelines. The elevations of the building will be constructed of fiber cement board and brick veneer in different color variations with storefront glazing. The trash enclosure will be constructed of brick and composite wood to match the building. A photometric plan for the site lighting has been submitted and complies with the Site Plan Ordinance. The site plan is in general conformance with the Zoning Ordinance, Site Plan Ordinance, Kettlestone Design Guidelines, and Comprehensive Plan. Staff recommends approval of the site plan for KeeTown Loop F4 Ashworth subject to any remaining staff comments. Discussion as follows: • General discussion of signage in the area • Discussion of drive-up/pick-up locations Motion by Commissioner Lohse for approval of a Site Plan for KeeTown Loop – F4 Ashworth (2980 Grand Prairie Parkway), seconded by Commissioner Bankole. Ayes: Broderick, Streit, Bankole, Beenken, Lohse, and Tuel. Nays: None. Motion carried. STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan for KeeTown Loop – F4 Ashworth subject to remaining staff comments. RECOMMENDATION: Approve the resolution. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan IV. Building Elevations PREPARED BY: Melissa DeBoer, Planning Coordinator REVIEWED BY: PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: THE CITY OF WAUKEE, IOWA RESOLUTION 2025- APPROVING THE SITE PLAN FOR KEETOWN LOOP – F4 ASHWORTH 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 KeeTown Loop – F4 Ashworth, subject to remaining staff comments on February 25, 2025; AND, WHEREAS, the Site Plan for KeeTown Loop – F4 Ashworth is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for KeeTown Loop – F4 Ashworth 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 3rd day of March, 2025, that the Site Plan for KeeTown Loop – F4 Ashworth 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: KeeTown Loop F4 Ashworth Site Plan PREPARED BY: Elizabeth Cramblet – City Planner REPORT DATE: February 21, 2025 MEETING DATE: February 25, 2025 GENERAL INFORMATION Owner/Applicant: The Quarter at Waukee, LLC/C/O Harry Coin Owner’s Representative: Jared Dobesh, Confluence Request: The applicant is requesting approval of a site plan for a multitenant commercial building including three tenant spaces. Location and Size: Property is generally located west of Grand Prairie Parkway and north of SE Ashworth Road containing approximately 0.51acres (22,277 square feet). Property Address: 2980 Grand Prairie Parkway AREA MAP ABOVE: Aerial of subject property (outlined in RED) in relation to the surrounding area. February 21, 2025 2 of 3 LAND USES AND ZONING Location Existing Land Use Kettlestone Master Plan Current Zoning Property in Question Vacant - Undeveloped K-Retail Community K-RR (Kettlestone Retail Regional District) North Developed – Real Estate Building K-Retail Community K-RR (Kettlestone Retail Regional District) South Vacant – Undeveloped K-Retail Regional K-RR (Kettlestone Retail Regional District) East Vacant – Undeveloped K-Retail Community K-RR (Kettlestone Retail Regional District) West Developed – Parking Lot K-Retail Community K-RR (Kettlestone Retail Regional District) BACKGROUND The subject property is located within the Kettlestone Corridor and includes 0.51 acres. The property is currently platted as one lot, Lot 9 of KeeTown Loop Plat 4. The property is located west of Grand Prairie Parkway and north of SE Ashworth Road. PROJECT DESCRIPTION The project includes the construction of a single-story building that will include three (3) tenant spaces for restaurant, retail, and/or medical uses. The building is 5,870 square feet in area and 20’-6” in height. A trash enclosure is provided at the west side of the site. Both ends (north and south) of the building include a drive- thru lane that runs along the east side of the building with a pick-up window for potential tenants. These will only serve as pick-up windows for the drive through. The addition of menu boards will need to be approved as a separate permit by the Community Development Department. An outdoor eating area is proposed on the northwest corner of the building. ACCESS AND PARKING Existing access to the proposed site is off SE Ashworth Road, Grand Prairie Parkway, and SE Parkview Crossing Drive. Parking for the site is located west of the building. Five and 6-foot-wide sidewalks will be provided along the front entrance of the proposed building, along the south side and a portion of the west side of the building to the property along SE Pleasant View Drive. An existing 10-foot-wide trail is provided adjacent to the site along Grand Prairie Parkway. A pedestrian connection is provided into the site from the sidewalk along SE Pleasant View Drive that runs north behind the proposed building and an additional 6-foot-wide path will be located along the front of the building. An additional sidewalk will run south connecting to the existing sidewalk along SE Ashworth Road. A total of 53 parking spaces are required for the proposed site plan based on a use for restaurant, retail and office tenants. A total of 53 stalls are being provided including stalls adjacent (west) of the site, including 4 accessible spaces. Two bicycle parking spaces are being provided to comply with the requirements of the Kettlestone Design Guidelines. February 21, 2025 3 of 3 UTILITIES All public utilities are provided to the site. Stormwater detention will be provided with the existing detention pond located west of SE Parkview Crossing Drive, north of SE Ashworth Road. This was constructed during the construction of the Shops at Kettlestone North Plat 4 and revised as part of KeeTown Loop Plat 1. 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 approximately 48.4%. Street trees will be installed along SE Ashworth Road with additional trees along the front entrance and south side of the property. Additional trees will be installed in the existing parking lot to the west. The required amount of plantings are being provided per the Landscape and Open Space Ordinance and the Kettlestone Design Guidelines. ELEVATIONS The elevations of the building will be constructed of fiber cement board and brick veneer in different color variations with storefront glazing. Elevations of the proposed building have been provided for review. The trash enclosure will be constructed of brick and composite wood to match the building. PHOTOMETRIC PLAN A photometric plan for the site lighting has been submitted and complies with the requirements of the Site Plan Ordinance. STAFF RECOMMENDATION The site plan is in general conformance with the Zoning Ordinance, Site Plan Ordinance, Kettlestone Design Guidelines, and Comprehensive Plan. Staff recommends approval of the site plan for KeeTown Loop F4 Ashworth subject to any remaining staff comments. Fi l e L o c a t i o n : \\ c o r p . t h i n k c o n f l u e n c e . c o m \ d a t a \ D e s M o i n e s \ P r o j e c t \ 2 0 2 1 \ 2 1 0 7 2 - 1 8 F 4 A s h w o r t h R e t a i l \ 2 1 0 7 2 - 1 8 _ W O R K I N G \ A U T O C A D \ S H E E T S \ L 0 0 0 C O V E R / D r a w n b y : X X / C h e c k e d b y : X X KEETOWN LOOP - F4 ASHWORTH THE QUARTER AT WAUKEE, LLC C/O HARRY COIN 2980 GRAND PRAIRIE PARKWAY WAUKEE, IOWA CONFLUENCE PROJECT # 21072-18 COVER G000 ISSUED FOR SITE PLAN SUBMITTAL NOT FOR CONSTRUCTION COPYRIGHT © 2020 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. VICINITY MAP below.Know what's Call before you dig. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE INC, AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. (c) COPYRIGHT 2016 BY CONFLUENCE INC. SHEET INDEX SHEET NUMBER SHEET TITLE G000 COVER SHEET L001 GENERAL NOTES L100 SITE PREPARATION PLAN L200 LAYOUT PLAN L300 GRADING PLAN L301 SIDEWALK RAMP DETAILS L302 UTILITIES PLAN L303 PONDING ELEVATIONS L304 EROSION AND SEDIMENT CONTROL PLAN L400 PLANTING PLAN- TREES L401 PLANTING PLAN- SHRUBS AND PERENNIALS L402 PLANTING PLAN- GROUNDCOVER L500 - L501 SITE DETAILS L502 PLANTING DETAILS L503 SITE LIGHTING DETAILS E200 LIGHTING AND PHOTOMETRIC PLAN G-101 CODE INFORMATION & SAFETY REFERENCE PLANS G-201 SYMBOLS AND PROJECT GENERAL NOTES A-101 FIRST FLOOR PLAN A-102 DUMPESTER ENCLOSURE PLAN, ELEVATION AND DETAILS AR101 ROOF PLAN A-201 EXTERIOR BUILDING ELEVATIONS A-202 EXTERIOR BUILDING ELEVATIONS - COLOR A-311 WALL SECTIONS A-501 - A-503 EXTERIOR DETAILS A-521 TYPICAL ROOF DETAILS - SINGLE-PLY MEMBRANE A-601 DOOR AND FRAME DETAILS I HEREBY CERTIFY THAT THE PORTION OF THIS DOCUMENT DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY PERSONAL SUPERVISION, AND THAT I AM A DULY REGISTERED LANDSCAPE ARCHITECT UNDER THE STATE OF IOWA. MATT CARLILE REGISTRATION #422 DATE MY REGISTRATION DATE IS: JUNE 30, 2026 SHEETS COVERED BY THIS SEAL: L000-L301, L303-L503 MATT CARLILE CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES 475 S 50th Street WEST DES MOINES, IA 50265 PH: (515) 224-1344 KEVEN CRAWFORD I HEREBY CERTIFY THAT THE PORTION OF THIS DOCUMENT DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY PERSONAL SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE STATE OF IOWA. KEVEN CRAWFORD REGISTRATION #P13156 DATE MY REGISTRATION DATE IS: DECEMBER 31, 2026 SHEETS COVERED BY THIS SEAL: L302 LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 N KEVEN CRAWFORD P13156 S G ER C I E OI AW L E N I E N E S S I D P E R O F L ON A 04/26/2022 ARCHITECT LEGAT ARCHITECTS 119 E COLLEGE STREET IOWA CITY, IA 52240 PH: (319) 450-0510 JAMES HOLLENBACK I HEREBY CERTIFY THAT THE PORTION OF THIS DOCUMENT DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY PERSONAL SUPERVISION, AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE STATE OF IOWA. JAMES HOLLENBACK REGISTRATION #08496 DATE MY REGISTRATION DATE IS: JUNE 30, 2026 SHEETS COVERED BY THIS SEAL: A101 JAMES HOLLENBACK ARC08496 ZONING AND LAND USE ZONING: K-RR / PD-I AND BOOK 2021 PAGE 27621 EXISTING LAND USE: VACANT OPEN SPACE REQUIREMENTS: 20% LEGAL DESCRIPTION KEETOWN LOOP PLAT 4 LOT 9 BUILDING SUMMARY BUILDING FOOTPRINT: 5,870 SF BUILDING HEIGHT: 20'-6", 32' FOR WALL SIGN BUILDING STORIES: 1 STORY PROPOSED USES: RESTAURANT, MEDICAL, OR RETAIL. ESTIMATED NUMBER OF EMPLOYEES: 3 TENANT SPACES, UNKNOWN EMPLOYEE NUMBER CONSTRUCTION TYPE: V-B OTHER CRITERIA FOR PARKING: QUICK SERVICE RESTAURANT. O L NAEROF N S C E E WOI A I D L P T C EC T I H A R SS I APPLICANT/PREPARER OF SUBMITTAL MATT CARLILE 525 17TH STREET DES MOINES, IA 50309 515-288-4875 E-MAIL: MCARLILE@THINKCONFLUENCE.COM CONTACT: MATT CARLILE SETBACKS PRINCIPLE BUILDING PERIMETER SETBACK FROM ADJOINING SFR: 50' MINIMUM PRINCIPLE BUILDING SEPARATION: 25' MINIMUM OPEN SPACE: 20% PRINCIPLE STRUCTURE MAXIMUM HEIGHT: 8 STORIES PROPOSED BUILDING HEIGHT: MAIN STRUCTURE IS 20'-6" WITH WALL SIGN AT 32' TALL. FAR CALCULATION: GROSS SF FOR F4 BUILDING: 5,870 SF TOTAL SITE AREA: 22,277 SF FAR: 0.26 SE ASHWORTH ROAD PROJECT LOCATION SE ASHWORTH ROAD SE PARKVIEW CROSSING DRIVE GRAND PRAIRIE PARKWAY SE ESKER RIDGE DRIVE KEETOWN LOOP DEVELOPMENT SITE SUMMARY SITE AREA: 22,277 SF (0.51 ACRES) IMPERVIOUS SURFACE AREA: 13,570 SF (.31 ACRES) TOTAL BUILDING SURFACE AREA = 5,870 SF TOTAL PAVEMENT(SIDEWALK) SURFACE AREA = 2,074.50 SF TOTAL PARKING SPACE SURFACE AREA = 1,105 SF TOTAL ROAD SURFACE AREA = 4,520.50 SF PERVIOUS SURFACE AREA: 8,707 SF (0.20 ACRES) PARKING REQUIREMENTS: REQUIRED PARKING STALLS: 53 STALLS 15 STALLS / PER 1,000 SF RESTAURANT 2,600 SF X 15 STALL/1,000 SF = 39 STALLS 15 STALLS / PER 1,000 SF OUTDOOR EATING AREA 192 SF X 15 STALL/1,000 SF = 3 STALLS 4 STALLS / PER 1,000 SF RETAIL 1,500 SF X 4 STALL/1,000 SF = 6 STALLS 3 STALLS / PER 1,000 SF PROFESSIONAL/BUSINESS OFFICE 1,500 SF X 3 STALL/1,000 SF = 5 STALLS PARKING STALLS PROVIDED ON SITE: 6 (4+2 ADA SPACES) EXISTING STALLS PROVIDED ADJACENT TO SITE: 47 (45+2 ADA SPACES) TOTAL PARKING STALLS PROVIDED: 53 STALLS ACCESSIBLE STALLS REQUIRED: 3 ACCESSIBLE STALLS PROVIDED: 4 (2 ARE VAN ACCESSIBLE) BICYCLE PARKING REQUIREMENTS 3% OF REQUIRED PARKING REQUIREMENTS REQUIRED PARKING STALLS: 53 REQUIRED BICYCLE PARKING: 2 OPEN SPACE REQUIREMENTS: AREA REQUIREMENT: 22,277 SF (0.51 ACRES) 20% REQUIRED OPEN SPACE (4,456 SF) 48.4% PROVIDED OPEN SPACE (10,781.50 SF) 19.2% 2,074.50 SF IMPERVIOUS OPEN SPACE 80.8% 8,707 SF PERVIOUS OPEN SPACE OPEN SPACE PLANTING REQUIREMENTS: 1.5 OVERSTORY TREE, .5 UNDERSTORY TREE AND TWO SHRUBS PER 1,000 SF OF REQUIRED OPEN SPACE. OPEN SPACE SHRUBS PROVIDED: 13 OPEN SPACE TREES PROVIDED: 10 DECIDUOUS OVERSTORY: 5 = 50% UNDERSTORY: 3 = 30% EVERGREEN: 2 = 20% ≥25% OF ALL REQUIRED TREES SHALL BE EVERGREEN ≥50% OF ALL REQUIRED TREES SHALL BE OVERSTORY OVERSTORY TREES: 4,456 SF X 1.5/1,000 SF = 7 OVERSTORY TREES REQUIRED 7 OVERSTORY TREES PROVIDED UNDERSTORY TREES: 4,456 SF X .5/1,000 SF= 3 UNDERSTORY TREES REQUIRED 3 UNDERSTORY TREES PROVIDED SHRUBS:4,456 SF X 2/1,000 SF = 9 SHRUBS REQUIRED 13 SHRUBS PROVIDED LANDSCAPE REQUIREMENTS STREET TREE PLANTING: 118 LF OF FRONTAGE 118 LF X 1 TREE / 40LF = 3 STREET TREES REQUIRED 3 STREET TREES PROVIDED OFF STREET PARKING: PARKING LOT ISLANDS 3 OVERSTORY TREE/ISLAND REQUIRED 3 OVERSTORY TREE/ISLAND PROVIDED RIGHT OF WAY BUFFER 118 LF OF FRONTAGE 118 X 2 OVERSTORY TREES / 50 LF =5 OVERSTORY TREES REQUIRED 5 OVERSTORY TREES PROVIDED 118 LF X 8 SHRUBS / 50 LF = 19 SHRUBS REQUIRED 20 SHRUBS PROVIDED LIGHTING AND ELECTRICAL BLUESTONE ENGINEERING 5518 NW 88th Street Johnston, IA 50131 PH: (515) 727-0700 MATTHEW JAHNKE I HEREBY CERTIFY THAT THE PORTION OF THIS DOCUMENT DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY PERSONAL SUPERVISION, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE STATE OF IOWA. MATTHEW JAHNKE REGISTRATION #P23173 DATE MY REGISTRATION DATE IS: DECEMBER 31, 2026 SHEETS COVERED BY THIS SEAL: E200 N MATTHEW JAHNKE P23173 S G ER C I E OI AW L E N I E N E S SI D P E R O F L ON A OWNER/APPLICANT THE QUARTER AT WAUKEE, LLC C/O HARRY COIN 4011 AVENUE OF THE CITIES, SUITE 101 B MOLINE, IL 61265 309-781-0595 T FEO S * T A I O * W A L I C E N S E D LANDS C A P E A R C HI T E C T MATT CARLILE LANDSCAPE ARCHITECT NO. 422 ABBREVIATIONS ALW ALLOWANCE APPROX APPROXIMATE ARCH ARCHITECT AVE AVERAGE B&B BALLED AND BURLAPPED BC BACK OF CURB BLDG BUILDING BR BOTTOM OF RAMP BS BOTTOM OF STAIR BW BOTH WAYS CAL CALIPER CF CUBIC FEET CIP CAST IN PLACE CL CENTER LINE CLR CLEAR CO CLEANOUT CONT CONTINUOUS CY CUBIC YARD DEMO DEMOLISH DIA DIAMETER DIM DIMENSION DTL DETAIL DWG DRAWING E EAST EA EACH EJ EXPANSION JOINT EL ELEVATION ENG ENGINEER EQ EQUAL EST ESTIMATE EW EACH WAY EXIST EXISTING EXP EXPANSION FES FLARED END SECTION FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FL FLOW LINE FOC FACE OF CURB FL FLOWLINE FT FEET FTG FOOTING FS FINISHED SURFACE GA GAUGE GEN GENERAL HORIZ HORIZONTAL HP HIGH POINT ID INSIDE DIAMETER IE INVERT ELEVATION IN INCHES INCL INCLUDED JT JOINT LF LINEAR FEET LP LOW POINT MAX MAXIMUM ME MEET EXISTING MFG MANUFACTURER MH MANHOLE MIN MINIMUM N NORTH NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER PC POINT OF CURVE PE POLYETHYLENE PI POINT OF INTERSECTION PL PROPERTY LINE PT POINT PVC POLY VINYL CHLORIDE QTY QUANTITY R RADIUS REF REFERENCE REINF REINFORCE R-EJ REINFORCED EXPANSION JT REQD REQUIRED REV REVISION ROW RIGHT-OF-WAY S SOUTH SAN SANITARY SF SQUARE FEET SHT SHEET SIM SIMILAR SPECS SPECIFICATIONS ST STORM SEWER SY SQUARE YARD STA STATION STD STANDARD SYM SYMMETRICAL SQ SQUARE T&B TOP AND BOTTOM TBD TO BE DETERMINED TC TOP OF CURB TH THICK TOPO TOPOGRAPHY TR TOP OF RAMP TS TOP OF STAIR TYP TYPICAL UNO UNLESS NOTED OTHERWISE VAR VARIES VOL VOLUME W/WITH W/O WITHOUT WT WEIGHT WWM WELDED WIRE MESH YD YARD LINE SYMBOL LEGEND PROPERTY LINE EASEMENT SETBACK EXISTING INDEX CONTOUR EXISTING CONTOUR PROPOSED INDEX CONTOUR PROPOSED CONTOUR COMMUNICATIONS OVERHEAD ELECTRIC UNDERGROUND ELECTRIC FIBER OPTIC SANITARY SEWER STORM SEWER UNDERDRAIN TELEPHONE WATER SILT FENCE FENCE ## ## ## ## COM OE UE F/O S ST UD T W SF O O O O O GENERAL NOTES A.COOPER CRAWFORD AND ASSOCIATES, 475 S 50TH STREET SUITE #800, WEST DES MOINES, IA 50265 (515-224-1344) PREPARED THE SURVEY FOR THIS PROJECT. IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY ANY DISCREPANCIES BETWEEN THE SURVEY AND FIELD CONDITIONS. B.THE CONTRACTOR SHALL NOTIFY THE 811 ONE CALL CENTER TO REQUEST THE LOCATION OF ALL UTILITIES WITHIN THE CONSTRUCTION AREA PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PRIVATE UTILITIES NOT COVERED BY 811 ONE CALL. NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. C.CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL EXISTING CONDITIONS, IMPROVEMENTS, VEGETATION AND UTILITIES TO REMAIN. ANY DAMAGE SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST. D.THE CONTRACTOR SHALL CONSTRUCT ALL ITEMS WITHIN THIS CONTRACT IN ACCORDANCE WITH ALL STATE AND LOCAL CODES, REGULATIONS AND ENGINEERING STANDARDS. CONTRACTOR TO COORDINATE ALL WORK WITHIN THE PUBLIC RIGHT OF WAY OR STREETS WITH THE APPROPRIATE JURISDICTIONS. E.ALL WORK SHALL BE IN ACCORDANCE WITH OSHA CODES AND STANDARDS. NOTHING INDICATED ON THESE DRAWINGS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH ANY APPROPRIATE SAFETY REGULATIONS. F.THE CONTRACTOR SHALL FURNISH AND PLACE ALL NECESSARY SIGNS AND BARRICADES DURING THE CONSTRUCTION IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. G.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED PERMITS BEFORE PERFORMING ANY WORK. H.ALL WORK INVOLVING CONNECTION OF PUBLIC IMPROVEMENTS, AND ALL WORK ASSOCIATED WITH PUBLIC IMPROVEMENTS SHALL COMPLY WITH 2024 EDITION WAUKEE STANDARD SPECIFICATIONS INCLUDING ALL APPLICABLE PERMITS AND 2025 EDITION OF SUDAS. I.ALL PROPOSED EASEMENTS WILL BE PRIVATE AND "BLANKET" EASEMENTS, SO THEY ARE NOT PLOTTABLE. J.APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED AS SOON AS CONSTRUCTION COMMENCES. IF PAVING IS NOT INSTALLED PRIOR TO BUILDING CONSTRUCTION COMMENCING AFTER FOOTINGS ARE 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 TO COMPLY WITH THE REQUIREMENTS OF SECTION 503.2 OF THE IFC. K.ANY PLAN CHANGES SHALL BE APPROVED BY THE COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO EXECUTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHANGES MADE THAT WERE NOT APPROVED BY THE CITY. DEMOLITION GENERAL NOTES A.PRIOR TO ANY EXCAVATION AT THE SITE, CONTRACTOR SHALL CONSULT WITH OWNER'S PERSONNEL AND UTILITY COMPANIES REPRESENTATIVES TO DETERMINE POSSIBLE UTILITY LOCATIONS AND DEPTHS. NO COMPENSATION WILL BE ALLOWED FOR DAMAGE RESULTING FROM FAILURE TO COMPLY WITH THIS REQUIREMENT. REPORT ANY DAMAGE TO EXISTING UTILITIES PRIOR TO REPAIR. DAMAGE TO UTILITIES AND STRUCTURES SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER OF THE UTILITY. B.FIELD VERIFY EXISTING GRADES AND LOCATIONS OF EXISTING UTILITIES, CONDUIT, LINES, POLES, TREES, PAVING, BUILDING AND OTHER SITE STRUCTURES PRIOR TO DEMOLITION OR CONSTRUCTION AND IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. THE CONTRACTOR SHALL REPORT TO THE OWNER ANY DAMAGE TO OWNER'S PROPERTY PRIOR TO REPAIR. C.PROTECT ALL ITEMS WITHIN CONTRACT LIMITS NOT INDICATED TO BE REMOVED. NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. D.CONTACT THE LANDSCAPE ARCHITECT PRIOR TO REMOVING ANY PLANT MATERIAL NOT INDICATED TO BE PROTECTED OR REMOVED. E.CONTRACTOR TO PROVIDE ADEQUATE BARRICADES AND TRAFFIC CONTROL. COMPLY WITH REQUIREMENTS OF LOCAL JURISDICTION. F.CONTRACTOR SHALL SAW CUT ALL ASPHALT OR CONCRETE TO BE REMOVED TO THE NEAREST CONTROL JOINT WHERE PRACTICAL. SITE LAYOUT NOTES A.ALL CURB AND GUTTER DIMENSIONS ARE TO BACK OF CURB. ALL SIDEWALK DIMENSIONS ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED. B.VERIFY COORDINATES PRIOR TO CONSTRUCTION C.WHEN CONTROL POINTS ARE PROVIDED THE CONTRACTOR SHALL VERIFY CONTROL POINTS PRIOR TO CONSTRUCTION. D.ALL RAMPS AND CURB RAMPS SHALL COMPLY WITH FEDERAL AND LOCAL ACCESSIBILITY STANDARDS. E.CONTRACTOR TO SUPPLY AND INSTALL ALL NECESSARY SLEEVES UNDER PAVING AND WALKS. COORDINATE LOCATIONS WITH GENERAL CONTRACTOR. F.SITE PLAN SHOWS DIAGRAMMATIC LAYOUT OF CONTROL JOINTS. UNLESS NOTED OTHERWISE EXPANSION JOINTS SHALL BE PLACED AT A MAXIMUM OF 35' O.C. AND ADJACENT TO FIXED VERTICAL STRUCTURES SUCH AS WALLS, CURBS, STEPS AND BUILDINGS. G.PROPOSED SIGNAGE TO MEET LOCAL SIGN CODES. CONTRACTOR SHALL SECURE SIGN PERMITS. ALL SIGNAGE REQUIRES SEPARATE SIGN PERMIT APPROVAL FROM THE CITY OF WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT. H.THE CITY WILL NOT BE FINANCIALLY RESPONSIBLE FOR PARKING LOT PAVEMENT OR MONUMENT SIGN IF REPAIRS TO THE SANITARY SEWER REQUIRE THESE ITEMS TO BE REMOVED WITHIN THE SANITARY SEWER EASEMENT. I.PCC PAVEMENT HATCH AT ENTRANCES/EXITS OF BUILDING IS INDICATIVE OF WHERE PCC PAVEMENT WILL MEET STRUCTURAL STOOP. GRADING NOTES A.ALL SPOT ELEVATIONS ARE AT THE TOP OF FINISHED SURFACES. SPOT ELEVATIONS SHOWN IN PARKING ARE AT THE BOTTOM OF CURB. UNLESS NOTED OTHERWISE, ADD 6" TO COMPUTE TOP OF CURB ELEVATION. B.CONTRACTOR TO VERIFY ALL SPOT ELEVATIONS FOR POSITIVE DRAINAGE BEFORE INSTALLATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE SURFACE DRAINAGE IN ALL AREAS, UNLESS OTHERWISE NOTED. ALL NEWLY GRADED GROUND SURFACES SHALL BE FINISHED TO UNIFORM GRADES AND SLOPED IN SUCH A MANNER TO BE FREE OF DEPRESSIONS THAT CAUSE AREAS OF STANDING WATER. THE CONTRACTOR SHALL REPORT ANY CONFLICTS WITH THIS REQUIREMENT TO THE LANDSCAPE ARCHITECT FOR RESOLUTION PRIOR TO FINAL GRADING OPERATIONS. C.WALK CROSS SLOPE MAY NOT EXCEED 2%. RUNNING SLOPE MAY NOT EXCEED 5%. RUNNING SLOPE FOR RAMPS MAY NOT EXCEED 1:12 WITH LANDINGS THAT DO NOT EXCEED 2% IN ANY DIRECTION. D.WHERE PROPOSED GRADES MEET EXISTING, BLEND GRADES TO PROVIDE A SMOOTH TRANSITION BETWEEN THE NEW WORK AND EXISTING WORK. PONDING AT JOINTS WILL NOT BE ACCEPTED. E.CONTACT LANDSCAPE ARCHITECT PRIOR TO BACKFILLING AGAINST EXISTING BUILDINGS. PROVIDE WATERPROOFING WHEN BACKFILLING AGAINST EXISTING BUILDINGS. F.FINAL BERM SHAPE TO APPROVED BY LANDSCAPE ARCHITECT. G.SEE SPECIFICATIONS FOR MINIMUM DEPTH OF TOPSOIL FOR ALL LAWN AREAS AND PLANTING BEDS. H.DEBRIS SHALL BE REMOVED AND PAVEMENT WITHIN THE RIGHT-OF-WAY SWEPT AT THE END OF EACH WORKING DAY AND PRIOR TO A RAIN EVENT. I.CONTRACTOR TO FIELD ADJUST ALL EXISTING SITE UTILITIES TO NEW FINISHED GRADES. EXISTING UTILITIES INCLUDE, BUT ARE NOT LIMITED TO, FIRE HYDRANTS, MANHOLE RIMS, INLETS, WATER VALVES, AND LIGHT BASES. J.SILT FENCE AND INLET PROTECTION SHALL BE MAINTAINED UNTIL ESTABLISHMENT OF PERMANENT GROUND COVER. K.GENERAL PERMIT No.2 AND COSESCO PERMITS ARE REQUIRED FOR THIS PROJECT. UTILITY GENERAL NOTES A.DEWATERING (IF REQUIRED) IS CONSIDERED AN INCIDENTAL EXPENSE. NO ADDITIONAL PAYMENT WILL BE MADE FOR DEWATERING. B.COORDINATE INSPECTIONS FOR CONNECTIONS TO PUBLIC WATER, SANITARY, AND STORM SEWER WITH WAUKEE PUBLIC WORKS. C.INSTALL TEMPORARY INLET PROTECTION AROUND ALL PERMANENT STORM SEWER INLETS IN COMPLIANCE WITH LOCAL SWPPP REQUIREMENTS. D.CONTRACTOR TO FIELD ADJUST ALL EXISTING SITE UTILITIES TO NEW FINISH GRADES. EXISTING UTILITIES INCLUDE, BUT ARE NOT LIMITED TO, FIRE HYDRANTS, MANHOLE RIMS, INLETS, WATER VALVES AND LIGHT BASES. E.FOR PATCHING USE PAVEMENT MIX PER CITY OF WAUKEE, IA STANDARD SPECIFICATIONS F.SAWCUTTING/GRINDING SLURRY SHALL BE CONTAINED AND DISPOSED PER SUDAS. PLANTING GENERAL NOTES A.PLANT QUANTITIES IN PLANT SCHEDULE ARE FOR CONVENIENCE ONLY AND ARE NOT GUARANTEED. QUANTITIES ON PLAN WILL PREVAIL IF DISCREPANCIES OCCUR. B.THE CONTRACTOR SHALL SHOW PROOF OF PROCUREMENT, SOURCES, QUANTITIES AND VARIETIES FOR ALL SHRUBS, PERENNIALS, ORNAMENTAL GRASSES, AND ANNUALS WITHIN 21 DAYS FOLLOWING THE AWARD OF CONTRACT. TIMELY PROCUREMENT OF ALL PLANT MATERIAL IS ESSENTIAL TO THE SUCCESSFUL COMPLETION AND ACCEPTANCE OF THE PROJECT. C.SUBSTITUTIONS SHALL ONLY BE ALLOWED WHEN THE CONTRACTOR HAS EXHAUSTED ALL SOURCES FOR THE SPECIFIED MATERIAL, AND HAS PROVEN THAT THE SPECIFIED MATERIAL IS NOT AVAILABLE. THE CONTRACTOR MUST PROVIDE NAME AND VARIETY OF SUBSTITUTION TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO TAGGING OR PLANTING. SUBSTITUTIONS SHALL BE NEAREST EQUIVALENT SIZE OF VARIETY OF PLANT HAVING SAME ESSENTIAL CHARACTERISTICS. SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY THE CITY OF WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT. D.ALL PLANT MATERIAL SHALL BE NURSERY GROWN, SOUND, HEALTHY, VIGOROUS AND FREE FROM INSECTS, DISEASE AND INJURIES, WITH HABIT OF GROWTH THAT IS NORMAL FOR THE SPECIES. SIZES SHALL BE EQUAL TO OR EXCEEDING SIZES INDICATED ON THE PLANT LIST. KIND, SIZE AND QUALITY OF PLANT MATERIAL SHALL CONFORM TO THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1), MOST RECENT EDITION. E.STAKE OR PLACE ALL PLANTS IN FIELD AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PLANTING. F.PLANT FIVE TREES FOR LANDSCAPE ARCHITECT APPROVAL PRIOR TO PLANTING THE REMAINING TREES ON SITE. DEMONSTRATION SHOULD ILLUSTRATE A COMPREHENSIVE UNDERSTANDING OF INFORMATION INCLUDED IN PLANTING DETAILS AND SPECIFICATIONS. G.PROVIDE A MINIMUM OF 48 HOURS NOTICE FOR APPROVAL OF PLANT LAYOUT AND SAMPLE TREE PLANTINGS. H.THE CONTRACTOR SHALL REPORT SUBSURFACE SOIL OR DRAINAGE PROBLEMS TO THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. I.SOD ALL AREAS WITHIN CONTRACT LIMITS, NOT COVERED BY PAVING, BUILDINGS, OR PLANTING BEDS, UNLESS OTHERWISE NOTED. IN ADDITION, ALL DISTURBED AREAS OUTSIDE THE CONTRACT LIMITS SHALL BE SODDED, INCLUDING WITHIN THE CITY ROW. J.CONTRACTOR SHALL PLACE SHREDDED BARK MULCH AROUND ALL TREES AND IN ALL PLANTING BEDS TO A DEPTH OF 3". K.SEE SPECIFICATIONS FOR PLANT MAINTENANCE AND WARRANTY REQUIREMENTS. L.ALL PLANTS SHALL ACCOMMODATE A 60" CLEAR SPACE AROUND THE CIRCUMFERENCE OF FIR HYDRANTS EXCEPT AS OTHERWISE REQUIRED OR APPROVED. ISSUED FOR SITE PLAN APPROVAL NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-18 KE E T O W N L O O P - F 4 A S H W O R T H 29 8 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 COPYRIGHT © 2025 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A ISSUE SCHEDULE ISSUE DATE DESCRIPTION 01 01/07/2025 INITIAL SITE SUBMITTAL 02 01/28/2025 SITE PLAN RESUBMITTAL #1 03 02/13/2025 SITE PLAN RESUBMITTAL #2 04 02/21/2025 SITE PLAN RESUBMITTAL #3 ARCHITECT LEGAT ARCHITECTS 119 E COLLEGE STREET IOWA CITY, IA 52240 PH: (319) 450-0510 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES 475 S 50TH STREET, STE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ELECTRICAL ENGINEER KED BLUESTONE ENGINEERING 5518 NW 88TH ST JOHNSTON, IA 50131 PH: (515) 727-0700 Fi l e L o c a t i o n : N: \ 2 0 2 1 \ 2 1 0 7 2 - 1 8 F 4 A s h w o r t h R e t a i l \ 2 1 0 7 2 - 1 8 _ W O R K I N G \ A U T O C A D \ S H E E T S \ L 0 0 0 C O V E R / S A V E D A T E : 2/ 1 3 / 2 0 2 5 1 : 3 6 P M B Y : jd o b e s h / P L O T D A T E : 2/ 1 9 / 2 0 2 5 7 : 2 9 P M B Y : Ja r e d D o b e s h LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 TEXT MULTILEADER #'-##" DIMENSION ##REVISION TRIANGLE TITLE# L000 N.T.S 10'20'5'0' SCALE:1"=10'1"=10' SCALE AND NORTH ARROW XX L-XX # COORDINATE POINT TAG DETAIL NAME ## L-## SLOPE ENLARGEMENT CALLOUT #.#% #KEYNOTE PLANT TAG MULTILEADER STD. SECTION XX L-XX ELEVATION CONTOUR ELEVATION DETAIL MULTILEADER XX L-XX DETAIL TITLE RADIUS DIMENSION ANGLE DIMENSION R## ##° ELEVATION # SHEET # SECTION # SHEET # DETAIL # SHEET # ### REVISION CLOUD ℄CENTER LINE XX ###.# GRADING MULTILEADER ELEVATION #LOCATION ABRV ISSUE NO. ELEVATION # DRAWING SYMBOLS (NOT ALL ARE USED) DIRECTION OF LOWER ELV ##-XXX QTY ABBREVIATION GENERAL NOTES L000 KEYNOTES PROTECT & PRESERVE EXISTING PCC WALK SLAB CONTRACTOR TO STRIP TOPSOIL TO PROVIDE A MINIMUM DEPTH OF 8" AT FINAL GRADE. REMOVE AND LEGALLY DISPOSE OF EXISTING CONCRETE. PRESERVE & PROTECT EXISTING UTILITIES CLEAR AND GRUB EXISTING VEGETATION 1 2 4 3 5 PAVEMENT LEGEND (SITE): GRADING EXTENTS DEMO EXTENTS CLEAR AND GRUB VEGETATION EXISTING PUBLIC SIDEWALK PCC CONCRETE ASHWORTH ROA D W W TR TR CONTROL VAULT FIBER VAULT FIBER VAULT FIBER VAULT TRAFFIC MANHOLE TRAFFIC MANHOLE TRAFFIC CONTROL BOX TRAFFIC CONTROL BOX SE ASHWORTH R O A D VA N REMAX OFFICE 50 ' B U I L D I N G S E T B A C K VAN CONCRETE ASHWORTH ROA D W W TR TR CONTROL VAULT FIBER VAULT FIBER VAULT FIBER VAULT TRAFFIC MANHOLE TRAFFIC MANHOLE TRAFFIC CONTROL BOX TRAFFIC CONTROL BOX SE ASHWORTH R O A D VA N REMAX OFFICE 50 ' B U I L D I N G S E T B A C K VAN ST 1029.670 STORM T STS ST ST S TRS S EX SAN MH RIM =1028.20 EX SAN MH RIM =1027.22 EX SAN MH RIM =1028.49 INV W =1014.86 INV S =1014.09 6" SAN SERVICE 6" SAN SERVICE 6" SAN SERVICE SAN 8" S A N 8 " SAN 8" SAN 18" SAN 18" SA N 8" 6" SAN SERVICE ST 21" ST 21 " ST 21 " ST 15"ST 24"ST 24"EX F.E.S. FL -1025.51 EX SAN MH RIM =1030.50 INV =1020.80 ST EX. GAS VALVE VAULT VAULT VAULT VAULT VAULT TRANSFORMER TRANSFORMER TRANSFORMER EX. GAS VALVE SIGN 8" WATER 6" WATER SERVICE ST 10 3 0 1030 103 0 1030 1030 10 3 0 1030 1030 1027 1 0 2 7 1028 102 8 1028 1029 102 9 10 2 9 1029 CONTRACT LIMIT CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMIT SITE PROPERTY LINE 1 4 4 4 3 2 2 1 1 4 4 4 22 ' - 0 " 2'-0" 2' - 6 " 43'-0" 19 ' - 6 " 3 3 3 2'-0" 71 ' - 0 " 2'-0" 3 4 4 4 4 21 ' - 6 " 19'-6"40'-0" 9' - 0 " 38'-6" 19 ' - 0 " 21'-0" 4 PRESERVE AND PROTECT EXISTING FOOTING AND BILLBOARD STRUCTURE. PRESERVE AND PROTECT EXISTING TRANSFORMER 4 CONTRACT LIMIT PRESERVE AND PROTECT EXISTING PAVEMENT AND BUILDING RELOCATE EX. HYDRANT, SEE UTILITY SHEET DEMO AND REMOVE EX. FES. SEE CIVIL SHEET. CONTRACT LIMIT CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T TREE PROTECTION FENCE TREE PROTECTION FENCE R10' R10' PRESERVE AND PROTECT EXISTING INFRASTRUCTURE 2'-6" CONTRACT LIMIT CONTRACT LIMIT R 4 ' - 6 " PRESERVE AND PROTECT EXISTING INFRASTRUCTURE 5 5 R 1 0 ' 21 ' - 3 " 11 ' - 6 " E X . 5 0 ' - 0 " S A N . S E W E R E A S E M E N T B K . 2 0 1 7 P G . 3 2 6 4 E X . 1 5 ' - 0 " P . U . E . B K . 2 0 1 3 P G . 1 0 3 8 7 EX . 1 0 ' - 0 " P U E BK . 2 0 2 2 P G . 2 0 8 1 4 ISSUED FOR SITE PLAN APPROVAL NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-18 KE E T O W N L O O P - F 4 A S H W O R T H 29 8 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 COPYRIGHT © 2024 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A ISSUE SCHEDULE ISSUE DATE DESCRIPTION 01 01/07/2025 INITIAL SITE SUBMITTAL 02 01/28/2025 SITE PLAN RESUBMITTAL #1 03 02/13/2025 SITE PLAN RESUBMITTAL #2 04 02/21/2025 SITE PLAN RESUBMITTAL #3 ARCHITECT LEGAT ARCHITECTS 119 E COLLEGE STREET IOWA CITY, IA 52240 PH: (319) 450-0510 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES 475 S 50TH STREET, STE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ELECTRICAL ENGINEER KED BLUESTONE ENGINEERING 5518 NW 88TH ST JOHNSTON, IA 50131 PH: (515) 727-0700 Fi l e L o c a t i o n : N: \ 2 0 2 1 \ 2 1 0 7 2 - 1 8 F 4 A s h w o r t h R e t a i l \ 2 1 0 7 2 - 1 8 _ W O R K I N G \ A U T O C A D \ S H E E T S \ L 1 0 0 S I T E P R E P E R A T I O N / S A V E D A T E : 1/ 2 8 / 2 0 2 5 8 : 5 8 A M B Y : jd o b e s h / P L O T D A T E : 2/ 1 9 / 2 0 2 5 7 : 2 9 P M B Y : Ja r e d D o b e s h LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 SITE PREPERATION PLAN01 L100 20'40'10'0' SCALE:1"=20' GENERAL NOTES A.REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. L100 SITE PREPERATION PLAN 1 2 6 7 8 9 3 10 11 12 13 14 KEYNOTES PCC PAVEMENT TYPE 1(WALK), SEE DETAIL 01/L500 PCC PAVEMENT TYPE 2 (PARKING), SEE DETAIL 02/L500 PCC PAVEMENT TYPE 3 (DRIVES), SEE DETAIL 03/L500 PCC PAVEMENT TYPE 4 (DUMPSTER), SEE DETAIL 04/L500 LANDSCAPE AREAS, SEE PLANTING SHEETS PAINTED PARKING LOT LINES, SEE SUDAS ADA STALL SIGNAGE, SEE DETAIL 12/L500 STANDARD PCC CURB AND GUTTER, SEE DETAIL 04/L500 TRASH ENCLOSURE, SEE ARCHITECTURAL SHEETS EX. TRANSFORMER, SEE ELECTRICAL SHEETS PARALLEL ACCESS RAMP, SEE DETAIL 03/L501 RETURN CURB AT ADA RAMP, SEE DETAILS 01/L501 & 02/L501 INTEGRAL CURB AND GUTTER, SEE DETAIL 05/L500 TRIO BIKE RACK, CENTERED ON SLAB. SEE DETAIL 15/L500 ADA PARKING SYMBOL, SEE DETAIL 11/L500 SPADE CUT EDGE, SEE DETAIL 03/L502 CONCRETE WHEEL STOP, TYP. SEE DETAIL 16/L500 PROTECTIVE BOLLARD W/SLEEVE. SEE DETAIL 14/L500 5 15 16 17 18 4 LEGEND: PROPERTY LINE PCC PAVEMENT (TYPE 1), SEE DETAIL 01/L500 PCC PAVEMENT (TYPE 2), SEE DETAIL 02/L500 PCC PAVEMENT (TYPE 3), SEE DETAIL 03/L500 PCC PAVEMENT (TYPE 4), SEE DETAIL 04/L500 LIGHT, SEE DETAIL 01/L503 CONCRETE ASHWORTH ROA D W W S S TR TR S GAS VALVE GAS VALVE SE ASHWORTH R O A D VA N 1.25% 1 5 . 0 0 ' P . U . E . EX. 10.00' PUE BK.2022 PG.20814 EXISTING 6" SAN SERVICE. ADJUST LENGTH AS REQUIRED. INV. = 1017.92 +/- 112° 3 7 ' 3 7 " ' 0 1 2 3 VA N 110 SF MECH. 202 SUITE B 201 SUITE C 301 SUITE A 101 1,641 SF 1,593 SF 2,600 SF 101A S6FAR S6FAR 301A 101B 202 201B 301B ST 1029.670 STORM ST ST ST TR ST 21" ST 21 " ST 21 " ST 15"ST 24"ST 24" 8" WATER 6" WATER SERVICE CONTRACT LIMIT CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMIT NEW CURB TO MEET EX. CURB NEW PAVEMENT TO MEET EX. PAVEMENT, TYP. NEW PAVEMENT TO MEET EX. PAVEMENT 8' - 3 " D01 NEW CURB TO MEET EX. CURB, TYP. NEW CURB TO MEET EX. CURB, TYP. NEW PAVEMENT TO MEET EX. PAVEMENT, TYP. NEW PAVEMENT TO MEET EX. PAVEMENT, TYP. 6'-0" 2'-6" 10'-6" 2' - 6 " 9' - 0 " 19'-6" 21 ' - 6 " 40'-0" 13 ' - 6 " R 4 ' - 6 " R4'- 6 " 24'-0"5'-6" 2' - 6 " 19 ' - 6 " 43'-0" 38'-6" 2' - 6 " R4'-6" 2'-6" TYP. 22 ' - 0 " R4'-6 " TYP . 21 ' - 6 " 6' - 0 " 14 ' - 6 " 9' - 6 " 11 ' - 0 " 5' - 0 " 9' - 0 " 18 ' - 0 " 9' - 6 " 6'-6"6'-6" 13'-0" 6'-6" 11'-6" 20'-0" 16 ' - 0 " 8'-0" 6 ' - 6 " 3 6 ' - 5 " 6 ' - 0 " 7'-0" 3' - 0 " 5' - 0 " 3' - 0 " 8'-0" 5'-7" R4' - 6 " 2'-6" R6 " R7'-6" NEW CURB TO MEET EX. CURB, TYP. R9'- 6 " R 2 2 ' - 6 " R9'- 6 " R2 2 ' - 6 " D02 D03 D04 D05 D06 F4 ASHWORTH 5,600 SF 1 0 ' - 0 " P A R K I N G S E T B A C K E X . 6 5 ' - 0 " S A N . S E W E R E A S E M E N T B K . 2 0 1 7 P G . 3 2 6 4 5 0 ' - 0 " B U I L D I N G S E T B A C K E X . 1 5 ' - 0 " P . U . E . B K . 2 0 1 3 P G . 1 0 3 8 7 9 ' - 1 0 " 2'-0" 90 ' - 0 " 5'-0" 65'-0" SIDEWALK TO MEET EXISTING WALK 56 ' - 1 1 " 26'-9"7'-6" 6" R 3 ' 13'-4"20'-5" 9 3 10 12 12 1 1 1 1 2 2 3 3 5 5 5 5 5 5 55 6 6 7 8 8 8 13 8 8 5 5 5 5 11 13 13 8 14 15 7 17 5 1616 16 18'-0" 1'-0" 18 1'-0" TYP. LIGHT, REFER TO DETAIL 01/L503 & LIGHTING PLAN WALL WITH SIGN, REFER TO ARCH 4 26'-7" 29 ' - 3 " 25'-6" 6 4 ' - 1 0 " DO NOT ENTER SIGN, SEE DETAIL 17/L500 2' - 0 " 7'-0" PICK-UP ONLY DRIVE-THRU PROPOSED. MENU BOARD SIGNAGE WILL NOT BE PLACED ON SITE UNLESS APPROVED BY THE CITY OF WAUKEE. ISSUED FOR SITE PLAN APPROVAL NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-18 KE E T O W N L O O P - F 4 A S H W O R T H 29 8 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 COPYRIGHT © 2025 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A ISSUE SCHEDULE ISSUE DATE DESCRIPTION 01 01/07/2025 INITIAL SITE SUBMITTAL 02 01/28/2025 SITE PLAN RESUBMITTAL #1 03 02/13/2025 SITE PLAN RESUBMITTAL #2 04 02/21/2025 SITE PLAN RESUBMITTAL #3 ARCHITECT LEGAT ARCHITECTS 119 E COLLEGE STREET IOWA CITY, IA 52240 PH: (319) 450-0510 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES 475 S 50TH STREET, STE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ELECTRICAL ENGINEER KED BLUESTONE ENGINEERING 5518 NW 88TH ST JOHNSTON, IA 50131 PH: (515) 727-0700 Fi l e L o c a t i o n : N: \ 2 0 2 1 \ 2 1 0 7 2 - 1 8 F 4 A s h w o r t h R e t a i l \ 2 1 0 7 2 - 1 8 _ W O R K I N G \ A U T O C A D \ S H E E T S \ L 2 0 0 L A Y O U T / S A V E D A T E : 2/ 1 0 / 2 0 2 5 3 : 4 9 P M B Y : jd o b e s h / P L O T D A T E : 2/ 1 9 / 2 0 2 5 7 : 3 0 P M B Y : Ja r e d D o b e s h LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 LAYOUT PLAN01 L200 20'40'10'0' SCALE:1"=20' GENERAL NOTES A.REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. B.PCC PAVEMENT HATCH AT ENTRANCES/ EXITS OF BUILDING IS INDICATIVE OF WHERE PCC PAVEMENT WILL MEET STRUCTURAL STOOP/ FROST FOOTING. LAYOUT PLAN L200 ABBREVIATIONS BC: BOTTOM OF CURB TC: TOP OF CURB FFE: FINISHED FLOOR ELEVATION LP: LOW POINT HP: HIGH POINT ME: MEET EXISTING SE ASHWORTH R O A D VA N 50 ' B U I L D I N G S E T B A C K VAN 1.25% EXISTING 6" SAN SERVICE. ADJUST LENGTH AS REQUIRED. INV. = 1017.92 +/- 0 1 2 3 VA N 110 SF MECH. 202 SUITE B 201 SUITE C 301 SUITE A 101 1,641 SF 1,593 SF 2,600 SF 101A S6FAR S6FAR 301A 101B 202 201B 301B ST 1029.670 STORM STS ST ST S TRS S SAN 8" S A N 8 " SAN 8" SAN 18" SAN 18" SA N 8" ST 21" ST 21 " ST 21 " ST 15"ST 24"ST 24" ST EX. GAS VALVE EX. GAS VALVE 8" WATER 6" WATER SERVICE ST 10 3 0 1030 103 0 1030 1030 10 3 0 1030 1030 1027 1 0 2 7 1028 102 8 1028 1029 102 9 10 2 9 1029 CONTRACT LIMIT CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMIT EXISTING SITE IMPROVEMENTS ME:1031.43 EX FFE: 1031.50 FFE:1030.60 TR:1031.18 ME:1031.43 ME:1031.31 ME:1031.25 0. 7 6 % 1029 1029 1028 1028 1032 1029 1029 1029 1031 1030 1031 1031 1031 1032 1031 1030 1030 1030 RIM: 1029.67 ME 1030.68 ME 1030.24 ME 1029.95 ME 1029.89ME 1029.40 ME 1029.41 ME 1029.79 ME 1029.02 ME 1029.54 ME 1028.99 ME 1029.50 ME 1029.53 ME 1029.66 ME 1029.65 ME 1029.86 ME 1030.34ME 1030.35 ME 1029.68 ME 1030.55 1030.50 ME 1028.62 ME 1028.66 ME 1028.43 ME 1029.81 ME 1029.84 ME 1031.39 ME 1031.58 ME 1030.49 ME 1029.93 ME 1029.68 ME 1029.53 ME 1029.70 ME 1029.86 1030.58 1030.08 1030.08 1030.58 TC 1030.48 BC 1029.98 BC 1029.98 BC 1029.98 TC 1030.48 BC 1029.98 TC 1030.48 TC 1030.48 1030.53 1030.31 ME 1029.17 ME 1029.25 ME 1029.76 ME 1030.07 ME 1030.44 ME 1030.65 ME TC: 1031.15 ME 1030.56 ME 1030.57 ME 1030.27 ME 1030.29 ME 1029.94 ME 1029.92 ME 1029.66 ME 1029.64 ME 1029.03 ME 1031.54 1031.54 1030 1030 103 0 1030 10 3 0 1029 1030 10 3 0 1 0 3 0 103 0 1031 1031 1 0 3 1 1 0 3 0 1030 1030 FFE 1030.58 FFE 1030.58 FFE 1030.53 FFE 1030.58 FFE 1030.32 FFE 1030.58 1030.53FFE 1030.58 RIM 1029.74 RIM 1029.41 RIM 1029.09 RIM 1029.09 ME 1029.97 ME 1029.59 BC 1030.29 BC 1030.12 BC 1029.84 BC 1030.08 BC 1029.75 BC 1030.02 BC 1029.99 BC 1029.61 BC 1029.42 BC 1029.53 BC 1029.55 BC 1029.91 BC 1030.15 BC 1029.72 BC 1029.47 BC 1029.31 BC 1029.41 BC 1029.95BC 1030.01 BC 1029.95 BC 1030.01 BC 1029.21 BC 1030.11 BC 1029.98 BC 1029.94 BC 1030.04 BC 1029.98 BC 1029.74 BC 1029.93 1030.50 1030.39 1030.48 1030.48 1030.48 1030.57 1030.62 1030.55 1030.48 1030.45 1030.50 1030.55 1030.25 1030.19 1030.44 1030.50 1030.44 1030.39 1030.52 1030.52 1030.001030.06 1030.00 1029.94 1030.451030.47 1030.21 1030.25 1030.30 1030.34 1029.47 1030.30 FFE 1030.58 1030.33 FFE 1030.58 FFE 1030.58 FFE 1030.53 FFE 1030.58 1030.05 1030.01 0. 6 4 % 1.90% 1.09% 1.00% 1.00% 0 % 3. 8 0 % 3 . 0 5 % 3. 5 4 % 5 . 8 9 % 3. 7 2 % 5.20% 6.30% 4.75% 3.76% 9.8 1 % 5. 5 1 % 3.6 8 % 2 . 9 5 % 3 . 5 4 % 2.25 %2.25%6.1%2% 2 . 6 % 2 % 0.80 % 4.63% 2.64% 2.40% 2. 4 3 % 3. 7 1 % 3. 8 2 % 2.4 5 % 10 . 7 1 % 2 . 8 1 % 2.17% 1029.65 1030.51 1030.10 1030.80 1030.05 BC 1029.80 BC 1029.50 BC 1029.44 BC 1029.73 BC 1029.70 BC 1029.68 BC 1029.73 BC 1029.77BC 1029.91 BC 1029.82 BC 1029.64 BC 1029.54 BC 1029.36 1030.411030.32 2.31% L300 GRADING PLAN GENERAL NOTES 1.REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. ISSUED FOR SITE PLAN APPROVAL NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-18 KE E T O W N L O O P - F 4 A S H W O R T H 29 8 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 COPYRIGHT © 2025 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A ISSUE SCHEDULE ISSUE DATE DESCRIPTION 01 01/07/2025 INITIAL SITE SUBMITTAL 02 01/28/2025 SITE PLAN RESUBMITTAL #1 03 02/13/2025 SITE PLAN RESUBMITTAL #2 04 02/21/2025 SITE PLAN RESUBMITTAL #3 ARCHITECT LEGAT ARCHITECTS 119 E COLLEGE STREET IOWA CITY, IA 52240 PH: (319) 450-0510 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES 475 S 50TH STREET, STE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ELECTRICAL ENGINEER KED BLUESTONE ENGINEERING 5518 NW 88TH ST JOHNSTON, IA 50131 PH: (515) 727-0700 Fi l e L o c a t i o n : N: \ 2 0 2 1 \ 2 1 0 7 2 - 1 8 F 4 A s h w o r t h R e t a i l \ 2 1 0 7 2 - 1 8 _ W O R K I N G \ A U T O C A D \ S H E E T S \ L 3 0 0 S I T E G R A D I N G / S A V E D A T E : 1/ 2 8 / 2 0 2 5 1 2 : 4 4 P M B Y : jd o b e s h / P L O T D A T E : 2/ 1 9 / 2 0 2 5 7 : 3 0 P M B Y : Ja r e d D o b e s h LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 GRADING PLAN01 L300 20'40'10'0' SCALE:1"=20' SE ASHWORTH R O A D VA N VAN 1.25% EXISTING 6" SAN SERVICE. ADJUST LENGTH AS REQUIRED. INV. = 1017.92 +/- 0 1 2 3 VA N 110 SF MECH. 202 SUITE B 201 SUITE C 301 SUITE A 101 1,641 SF 1,593 SF 2,600 SF 101A S6FAR S6FAR 301A 101B 202 201B 301B ST 1029.670 STORM ST ST ST TR ST 21" ST 21 " ST 21 " ST 15"ST 24"ST 24" ST EX. GAS VALVE 8" WATER 6" WATER SERVICE ST 103 0 1030 1030 10 3 0 1030 1030 1027 1 0 2 7 1028 102 8 1028 1029 102 9 10 2 9 1029 CONTRACT LIMIT CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMIT EXISTING SITE IMPROVEMENTS 1029 1029 1028 1028 1032 1029 1029 1029 1031 1032 1031 1030 1030 1030 1030 103 0 1030 10 3 0 1029 1030 10 3 0 1 0 3 0 103 0 1031 1031 1 0 3 1 1 0 3 0 1030 1030 02 L301 03 L301 04 L301 05 L301 INV(W)=1025.22 INV(SE&N) =1025.32 S 6'-0"' 6 ' - 6 " ' 6 ' - 0 " ' 1.00% 0 . 8 8 % 0 . 8 1 % 0.92% 1.00% 1 . 0 1 % 1 . 1 7 % BC 1029.95 BC 1030.01 BC 1030.01 1030.00 1030.06 1030.00 1029.94 1030.30 1030 1027 1028 1029 6 ' - 0 " ' 9 ' - 1 0 " ' 6'-0"' 7 . 7 1 % 8 . 3 0 % 0.99% 0.72% 0.83% 1 . 0 0 % 1 . 7 5 % BC 1029.95 BC 1030.01 BC 1030.04 1030.57 1030.62 1030.55 1030.45 1030.47 2.31% 99 LF 12"N-12 @ 0.40% 301A 1030 102 8 102 9 8'-0"' 3' - 0 " ' 6' - 0 " ' 6' - 0 " ' 7' - 0 " ' 3' - 0 " ' 5' - 0 " ' 1030.58 1030.08 1030.08 1030.58 TC 1030.48 BC 1029.98 BC 1029.98 BC 1029.98 TC 1030.48 BC 1029.98 TC 1030.48 TC 1030.48 0. 0 0 % 1.27% 1.28% 1.26% 1.28% 2.81% 8. 2 9 % 8. 2 9 % 1. 2 5 % 0. 0 1 % 8. 3 0 % 8. 3 0 % 0. 0 1 % 0. 0 7 % FFE 1030.58 BC 1029.98 FFE 1030.58 FFE 1030.58 1.90% 1.27% 101A CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T FFE:1030.60 6' - 0 " ' 5'-6"'6'-0"'6'-6"' FFE 1030.58 FFE 1030.58 3.13% 3.12% 0. 6 4 % 0. 6 4 % 0. 6 1 % 0. 0 0 % 0.76%3.21% 2.55%1.50%1.25% 1.25% 1030.48 1030.48 1030.21 1030.25 1030.30 1030.34 FFE 1030.58 1030.05 1030.01 ABBREVIATIONS BC: BOTTOM OF CURB TC: TOP OF CURB FFE: FINISHED FLOOR ELEVATION LP: LOW POINT HP: HIGH POINT ME: MEET EXISTING L301 SIDEWALK RAMP DETAILS ISSUED FOR SITE PLAN APPROVAL NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-18 KE E T O W N L O O P - F 4 A S H W O R T H 29 8 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 COPYRIGHT © 2025 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A ISSUE SCHEDULE ISSUE DATE DESCRIPTION 01 01/07/2025 INITIAL SITE SUBMITTAL 02 01/28/2025 SITE PLAN RESUBMITTAL #1 03 02/13/2025 SITE PLAN RESUBMITTAL #2 04 02/21/2025 SITE PLAN RESUBMITTAL #3 ARCHITECT LEGAT ARCHITECTS 119 E COLLEGE STREET IOWA CITY, IA 52240 PH: (319) 450-0510 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES 475 S 50TH STREET, STE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ELECTRICAL ENGINEER KED BLUESTONE ENGINEERING 5518 NW 88TH ST JOHNSTON, IA 50131 PH: (515) 727-0700 Fi l e L o c a t i o n : N: \ 2 0 2 1 \ 2 1 0 7 2 - 1 8 F 4 A s h w o r t h R e t a i l \ 2 1 0 7 2 - 1 8 _ W O R K I N G \ A U T O C A D \ S H E E T S \ L 3 0 0 S I T E G R A D I N G / S A V E D A T E : 1/ 2 8 / 2 0 2 5 1 2 : 4 4 P M B Y : jd o b e s h / P L O T D A T E : 2/ 1 9 / 2 0 2 5 7 : 3 1 P M B Y : Ja r e d D o b e s h LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 SIDEWALK RAMP DETAILS01 L301 20'40'10'0' SCALE:1"=20' SIDEWALK RAMP DETAILS02 L301 SIDEWALK RAMP DETAILS03 L301 SIDEWALK RAMP DETAILS04 L301 SIDEWALK RAMP DETAILS05 L301 GENERAL NOTES 1.REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. CONCRETE ASHWORTH ROA D W W TR TR SE ASHWORTH R O A D VA N REMAX OFFICE 50 ' B U I L D I N G S E T B A C K VAN ST ST 6" SAN SERVICE 155 LF. 8" SANITARY SEWER @ 1.00% 50 LF 24" RCP @ 0.24% 55 LF 24" RCP @ 0.24% 79 LF 21" RCP @ 0.24% 72 LF 12" RCP @ 1.00% SW 508 INTAKE # 45 W/ TYPE R CASTING G = 1028.40 INV 1023.96 SW 508 INTAKE # 46 W/ TYPE R CASTING G = 1028.63 INV 1024.08 SW 508 INTAKE # 47 W/ TYPE R CASTING G = 1028.94 INV 1024.21 SW 512 INTAKE # 35 W/ SW 604 TYPE 4A RIM - 1032.53 INV N - 1029.72 8" WATER 1 5 . 0 0 ' P . U . E . EX. 10.00' PUE BK.2022 PG.20814 ST 35 LF 15" RCP @ 0.30% CORE DRILL 15" RCP INTO INTAKE # 47 @ INV = 1025.13 TOP WATER = 1023.48 BOTTOM 15" RCP = 1024.98 ST ST ST R150.00' EXISTING 6" SAN SERVICE. ADJUST LENGTH AS REQUIRED. INV. = 1017.92 +/- W W ST ST ST ST 6" SAN SERVICE 6" WATER SERVICE W/ TEMP. BLOWOFF HYD. SW 301 MH W/ SW 601 TYPE B CASTING RIM = 1030.06 +/- INV SE = 1020.75 INV N = 1021.00 P4 - 35 LF 18" RCP @ 0.24% 6" SAN SERVICE @ 5% ST ST ST ST ST ST REMOVE EXISTING 15" FES & INSTALL SW-401 MH RIM=1029.65 INV(W)=1025.22 INV(SE&N) =1025.32 69 LF 15"N-12 @ 0.40% 43 LF 12"N-12 @ 0.60% 79 LF 12"N-12 @ 0.40% ST ST ST 99 LF 12"N-12 @ 0.40% INV=1017.64+/- INV=1018.89 INSTALL RISER TO DESIRED ELEVATION 7LF 6" INV=1026.12 7LF 6" INV=1026.26 7LF 6" INV=1026.52 R150.00' SW-401 MH RIM=1029.66 INV(SW)=1025.95 INV(N&W) =1026.05 SW-501 INTAKE # 1 GR.=1029.74 INV=1025.72 SW-501 INTAKE # 3 GR.=1029.09 INV(NW)=1025.60 INV(NE) =1025.70 W W 112° 3 7 ' 3 7 " ' W W 8"X6" TAPPING SLEEVE & VALVE 6" 45° BEND 6" 22.5° BEND 6" 45° BEND 6" 45° BEND 6" 90° BEND BOT. 6" WATER = 1024.90 TOP 8" SANITARY = 1020.71 BOT. 6" WATER = 1023.950 TOP 8" SANITARY = 1017.92 INV 12" N-12=1026.20 TOP 6" WATER = 1024.10 INV=1017.89 24LF 6" SAN. SERVICE @ 5.O % INV.= 1019.09 TOP(6"SAN.)=1018.83 INV(6" STORM)= 1026.50 2" DOMESTIC 4" FIRE TO BE VERIFIED BY MECHANICAL (SEE DETAIL SHT. L501) INV. 12" STORM = 1026.29 TOP 6" SAN. = 1019.95 4" SAN SERVICE @ 5% INV.=1019.74 SW-501 INTAKE # 2 GR.=1029.41 INV(S)=1026.36 INV(W)=1026.45 6" WATER VA N ST STS ST ST S TRS S EX STORM MH RIM =1030.62 INV =1024.57 SAN 8" S A N 8 " SAN 8" SAN 18" SAN 18" SA N 8" ST 21" ST 21 " ST 21 " ST 15"ST 24"ST 24" EX INTAKE MH RIM =1029.00 OPENING =1028.88 INV =1023.90 EX INTAKE MH RIM =1029.59 OPENING =1029.50 INV =1024.24 EX INTAKE MH RIM =1029.85 OPENING =1029.75 INV W =1024.45 INV E =1025.35 EX INTAKE GRATE =1029.67 INV =1024.37 ST EX STORM MH RIM =1031.30 INV =1024.95 EX. GAS VALVE EX. GAS VALVE 8" WATER 6" WATER SERVICE ST CONTRACT LIMIT CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMIT CONCRETE ASHWORTH ROA D W W TR TR SE ASHWORTH R O A D VA N REMAX OFFICE 50 ' B U I L D I N G S E T B A C K VAN ST ST 6" SAN SERVICE 155 LF. 8" SANITARY SEWER @ 1.00% 50 LF 24" RCP @ 0.24% 55 LF 24" RCP @ 0.24% 79 LF 21" RCP @ 0.24% 72 LF 12" RCP @ 1.00% SW 508 INTAKE # 45 W/ TYPE R CASTING G = 1028.40 INV 1023.96 SW 508 INTAKE # 46 W/ TYPE R CASTING G = 1028.63 INV 1024.08 SW 508 INTAKE # 47 W/ TYPE R CASTING G = 1028.94 INV 1024.21 SW 512 INTAKE # 35 W/ SW 604 TYPE 4A RIM - 1032.53 INV N - 1029.72 8" WATER 1 5 . 0 0 ' P . U . E . EX. 10.00' PUE BK.2022 PG.20814 ST 35 LF 15" RCP @ 0.30% CORE DRILL 15" RCP INTO INTAKE # 47 @ INV = 1025.13 TOP WATER = 1023.48 BOTTOM 15" RCP = 1024.98 ST ST ST R150.00' EXISTING 6" SAN SERVICE. ADJUST LENGTH AS REQUIRED. INV. = 1017.92 +/- W W ST ST ST ST 6" SAN SERVICE 6" WATER SERVICE W/ TEMP. BLOWOFF HYD. SW 301 MH W/ SW 601 TYPE B CASTING RIM = 1030.06 +/- INV SE = 1020.75 INV N = 1021.00 P4 - 35 LF 18" RCP @ 0.24% 6" SAN SERVICE @ 5% ST ST ST ST ST ST REMOVE EXISTING 15" FES & INSTALL SW-401 MH RIM=1029.65 INV(W)=1025.22 INV(SE&N) =1025.32 69 LF 15"N-12 @ 0.40% 43 LF 12"N-12 @ 0.60% 79 LF 12"N-12 @ 0.40% ST ST ST 99 LF 12"N-12 @ 0.40% INV=1017.64+/- INV=1018.89 INSTALL RISER TO DESIRED ELEVATION 7LF 6" INV=1026.12 7LF 6" INV=1026.26 7LF 6" INV=1026.52 R150.00' SW-401 MH RIM=1029.66 INV(SW)=1025.95 INV(N&W) =1026.05 SW-501 INTAKE # 1 GR.=1029.74 INV=1025.72 SW-501 INTAKE # 3 GR.=1029.09 INV(NW)=1025.60 INV(NE) =1025.70 W W 112° 3 7 ' 3 7 " ' W W 8"X6" TAPPING SLEEVE & VALVE 6" 45° BEND 6" 22.5° BEND 6" 45° BEND 6" 45° BEND 6" 90° BEND BOT. 6" WATER = 1024.90 TOP 8" SANITARY = 1020.71 BOT. 6" WATER = 1023.950 TOP 8" SANITARY = 1017.92 INV 12" N-12=1026.20 TOP 6" WATER = 1024.10 INV=1017.89 24LF 6" SAN. SERVICE @ 5.O % INV.= 1019.09 TOP(6"SAN.)=1018.83 INV(6" STORM)= 1026.50 2" DOMESTIC 4" FIRE TO BE VERIFIED BY MECHANICAL (SEE DETAIL SHT. L501) INV. 12" STORM = 1026.29 TOP 6" SAN. = 1019.95 4" SAN SERVICE @ 5% INV.=1019.74 SW-501 INTAKE # 2 GR.=1029.41 INV(S)=1026.36 INV(W)=1026.45 6" WATER VA N ST STS ST ST S TRS S EX STORM MH RIM =1030.62 INV =1024.57 SAN 8" S A N 8 " SAN 8" SAN 18" SAN 18" SA N 8" ST 21" ST 21 " ST 21 " ST 15"ST 24"ST 24" EX INTAKE MH RIM =1029.00 OPENING =1028.88 INV =1023.90 EX INTAKE MH RIM =1029.59 OPENING =1029.50 INV =1024.24 EX INTAKE MH RIM =1029.85 OPENING =1029.75 INV W =1024.45 INV E =1025.35 EX INTAKE GRATE =1029.67 INV =1024.37 ST EX STORM MH RIM =1031.30 INV =1024.95 EX. GAS VALVE EX. GAS VALVE 8" WATER 6" WATER SERVICE ST CONTRACT LIMIT CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMIT EXISTING SITE IMPROVEMENTS GAS SERVICE (SIZE, PRESSURE TBD) G G EXISTING SITE IMPROVEMENTS UE UE UE EX. 10.00' PUE BK.2022 PG.20814 BUILDING FDC UTILITY METERS INV=1017.64+/- 6" 45° BEND 6" 90° BEND BOT. 6" WATER = 1023.950 TOP 8" SANITARY = 1017.92 INV 12" N-12=1026.20 TOP 6" WATER = 1024.10 24LF 6" SAN. SERVICE @ 5.O % INV.= 1019.09 SW-501 INTAKE # 2 GR.=1029.41 INV(S)=1026.36 INV(W)=1026.45 8"X6" TAPPING SLEEVE & VALVE 6" WATER 5,000 GAL. GREASE INTERCEPTOR W/ SAMPLE PORT & CLEANOUT PER WRA REGULATIONS. ISSUED FOR SITE PLAN APPROVAL NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-18 KE E T O W N L O O P - F 4 A S H W O R T H 29 8 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 COPYRIGHT © 2025 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A ISSUE SCHEDULE ISSUE DATE DESCRIPTION 01 01/07/2025 INITIAL SITE SUBMITTAL 02 01/28/2025 SITE PLAN RESUBMITTAL #1 03 02/13/2025 SITE PLAN RESUBMITTAL #2 04 02/21/2025 SITE PLAN RESUBMITTAL #3 ARCHITECT LEGAT ARCHITECTS 119 E COLLEGE STREET IOWA CITY, IA 52240 PH: (319) 450-0510 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES 475 S 50TH STREET, STE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ELECTRICAL ENGINEER KED BLUESTONE ENGINEERING 5518 NW 88TH ST JOHNSTON, IA 50131 PH: (515) 727-0700 Fi l e L o c a t i o n : N: \ 2 0 2 1 \ 2 1 0 7 2 - 1 8 F 4 A s h w o r t h R e t a i l \ 2 1 0 7 2 - 1 8 _ W O R K I N G \ A U T O C A D \ S H E E T S \ L 3 0 2 U T I L I T Y P L A N / S A V E D A T E : 2/ 1 9 / 2 0 2 5 7 : 2 7 P M B Y : jd o b e s h / P L O T D A T E : 2/ 1 9 / 2 0 2 5 7 : 3 2 P M B Y : Ja r e d D o b e s h LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 L302 UTILITY PLAN GENERAL NOTES A.REFERENCE STORM WATER MANAGEMENT PLAN KEETOWN LOOP FOR SWMP OF THIS SITE. B.REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. UTILITY PLAN01 L302 20'40'10'0' SCALE:1"=20' ABBREVIATIONS BC: BOTTOM OF CURB TC: TOP OF CURB FFE: FINISHED FLOOR ELEVATION LP: LOW POINT HP: HIGH POINT ME: MEET EXISTING CONCRETE ASHWORTH ROA D W W TR TR GAS VALVE GAS VALVE SE ASHWORTH R O A D VA N 50 ' B U I L D I N G S E T B A C K VAN 1.25% EXISTING 6" SAN SERVICE. ADJUST LENGTH AS REQUIRED. INV. = 1017.92 +/- VA N 110 SF MECH. 202 SUITE B 201 SUITE C 301 SUITE A 101 1,641 SF 1,593 SF 2,600 SF 101A S6FAR S6FAR 301A 101B 202 201B 301B ST T STS ST ST S TRS S EX SAN MH RIM =1028.20 EX SAN MH RIM =1027.22 EX STORM MH RIM =1030.62 INV =1024.57 EX SAN MH RIM =1028.49 INV W =1014.86 INV S =1014.09 6" SAN SERVICE 6" SAN SERVICE 6" SAN SERVICE SAN 8" S A N 8 " SAN 8" SAN 18" SAN 18" SA N 8" 6" SAN SERVICE ST 21" ST 21 " ST 21 " ST 15"ST 24"ST 24" EX INTAKE MH RIM =1029.00 OPENING =1028.88 INV =1023.90 EX INTAKE MH RIM =1029.59 OPENING =1029.50 INV =1024.24 EX INTAKE MH RIM =1029.85 OPENING =1029.75 INV W =1024.45 INV E =1025.35 EX INTAKE GRATE =1029.67 INV =1024.37 EX SAN MH RIM =1030.50 INV =1020.80 ST EX STORM MH RIM =1031.30 INV =1024.95 EX. GAS VALVE VAULT VAULT VAULT VAULT VAULT TRANSFORMER TRANSFORMER TRANSFORMER EX. GAS VALVE SIGN 8" WATER 6" WATER SERVICE ST 10 3 0 1030 103 0 1030 1030 10 3 0 1030 1030 1027 1 0 2 7 1028 102 8 1028 1029 102 9 10 2 9 1029 CONTRACT LIMIT CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMIT EXISTING SITE IMPROVEMENTS 1030 103 0 1030 10 3 0 1029 1030 10 3 0 1 0 3 0 103 0 1031 1031 1 0 3 1 1 0 3 0 1030 1030 RIM: 1029.74 100-YEAR PONDING ELEVATION = 1029.86 HP: 1030.02 HP: 1030.02 RIM: 1029.09 100-YEAR PONDING ELEVATION = 1029.23 HP: 1029.84 PONDING ILLUSTRATION:1029.23 RIM: 1029.41 100-YEAR PONDING ELEVATION = 1029.51 PONDING ILLUSTRATION:1029.51 PONDING ILLUSTRATION:1029.86 HP: 1029.77 SYMBOL LEGEND OVERFLOW ROUTE ISSUED FOR SITE PLAN APPROVAL NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-18 KE E T O W N L O O P - F 4 A S H W O R T H 29 8 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 COPYRIGHT © 2025 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A ISSUE SCHEDULE ISSUE DATE DESCRIPTION 01 01/07/2025 INITIAL SITE SUBMITTAL 02 01/28/2025 SITE PLAN RESUBMITTAL #1 03 02/13/2025 SITE PLAN RESUBMITTAL #2 04 02/21/2025 SITE PLAN RESUBMITTAL #3 ARCHITECT LEGAT ARCHITECTS 119 E COLLEGE STREET IOWA CITY, IA 52240 PH: (319) 450-0510 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES 475 S 50TH STREET, STE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ELECTRICAL ENGINEER KED BLUESTONE ENGINEERING 5518 NW 88TH ST JOHNSTON, IA 50131 PH: (515) 727-0700 Fi l e L o c a t i o n : N: \ 2 0 2 1 \ 2 1 0 7 2 - 1 8 F 4 A s h w o r t h R e t a i l \ 2 1 0 7 2 - 1 8 _ W O R K I N G \ A U T O C A D \ S H E E T S \ L 3 0 3 P O N D I N G / S A V E D A T E : 2/ 1 0 / 2 0 2 5 3 : 3 9 P M B Y : jd o b e s h / P L O T D A T E : 2/ 1 9 / 2 0 2 5 7 : 3 0 P M B Y : Ja r e d D o b e s h LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 L303 PONDING ELEVATIONS GENERAL NOTES 1.REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. PONDING ELEVATIONS01 L303 20'40'10'0' SCALE:1"=20' CONCRETE ASHWORTH ROA D W W TR TR 1030 1030 1031 1031 1031 1029 1031 1032 10 2 8 SE ASHWORTH R O A D VA N REMAX OFFICE 50 ' B U I L D I N G S E T B A C K VAN ST ST 1 5 . 0 0 ' P . U . E . EX. 10.00' PUE BK.2022 PG.20814 ST ST ST ST EXISTING 6" SAN SERVICE. ADJUST LENGTH AS REQUIRED. INV. = 1017.92 +/- W W ST ST ST ST ST ST ST ST ST ST ST ST ST W W W W VA N 110 SF MECH. 202 SUITE B 201 SUITE C 301 SUITE A 101 1,641 SF 1,593 SF 2,600 SF 101A S6FAR S6FAR 301A 101B 202 201B 301B ST ST ST ST TR ST 21" ST 21 " ST 21 " ST 15"ST 24"ST 24" ST EX. GAS VALVE EX. GAS VALVE 8" WATER 6" WATER SERVICE ST CONTRACT LIMIT CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMIT CONCRETE ASHWORTH ROA D W W TR TR 1030 1030 1031 1031 1031 1029 1031 1032 10 2 8 SE ASHWORTH R O A D VA N REMAX OFFICE 50 ' B U I L D I N G S E T B A C K VAN ST ST 1 5 . 0 0 ' P . U . E . EX. 10.00' PUE BK.2022 PG.20814 ST ST ST ST EXISTING 6" SAN SERVICE. ADJUST LENGTH AS REQUIRED. INV. = 1017.92 +/- W W ST ST ST ST ST ST ST ST ST ST ST ST ST W W W W VA N 110 SF MECH. 202 SUITE B 201 SUITE C 301 SUITE A 101 1,641 SF 1,593 SF 2,600 SF 101A S6FAR S6FAR 301A 101B 202 201B 301B ST ST ST ST TR ST 21" ST 21 " ST 21 " ST 15"ST 24"ST 24" ST EX. GAS VALVE EX. GAS VALVE 8" WATER 6" WATER SERVICE ST CONTRACT LIMIT CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMIT EXISTING SITE IMPROVEMENTS EXISTING SITE IMPROVEMENTS EX. 10.00' PUE BK.2022 PG.20814 ISSUED FOR SITE PLAN APPROVAL NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-18 KE E T O W N L O O P - F 4 A S H W O R T H 29 8 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 COPYRIGHT © 2025 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A ISSUE SCHEDULE ISSUE DATE DESCRIPTION 01 01/07/2025 INITIAL SITE SUBMITTAL 02 01/28/2025 SITE PLAN RESUBMITTAL #1 03 02/13/2025 SITE PLAN RESUBMITTAL #2 04 02/21/2025 SITE PLAN RESUBMITTAL #3 ARCHITECT LEGAT ARCHITECTS 119 E COLLEGE STREET IOWA CITY, IA 52240 PH: (319) 450-0510 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES 475 S 50TH STREET, STE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ELECTRICAL ENGINEER KED BLUESTONE ENGINEERING 5518 NW 88TH ST JOHNSTON, IA 50131 PH: (515) 727-0700 Fi l e L o c a t i o n : N: \ 2 0 2 1 \ 2 1 0 7 2 - 1 8 F 4 A s h w o r t h R e t a i l \ 2 1 0 7 2 - 1 8 _ W O R K I N G \ A U T O C A D \ S H E E T S \ L 3 0 2 U T I L I T Y P L A N / S A V E D A T E : 2/ 1 9 / 2 0 2 5 7 : 2 7 P M B Y : jd o b e s h / P L O T D A T E : 2/ 1 9 / 2 0 2 5 7 : 3 1 P M B Y : Ja r e d D o b e s h LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 L304 EROSION AND SEDIMENT CONTROL PLAN EROSION AND POLLUTION CONTROL NOTES 1.REFERENCE STORM WATER MANAGEMENT PLAN KEETOWN LOOP FOR SWMP OF THIS SITE. 2.THE SUBCONTRACTOR RESPONSIBLE FOR EROSION AND POLLUTION CONTROL SHALL CARRY OUT THE MEASURES DETAILED ON THIS SITE PLAN. 3.CONTROLS MUST BE IN GOOD OPERATING CONDITION UNTIL THE CONSTRUCTION ACTIVITY IS COMPLETE AND FINAL STABILIZATION HAS BEEN REACHED. 4.THE SUBCONTRACTOR SHALL INSPECT THE SITE AT MINIMUM ONCE EVERY 7 DAYS. ALL DISTURBED AREAS OF THE SITE, AREAS OF MATERIAL STORAGE, LOCATIONS WHERE VEHICLES ENTER/EXIT THE SITE. ALL OF THE EROSION AND SEDIMENT CONTROLS THAT ARE IDENTIFIED AS PART OF THIS PLAN AND ACCESSIBLE DISCHARGE LOCATIONS MUST BE INSPECTED. 5.THE SUBCONTRACTOR IS TO TAKE NECESSARY ACTIONS TO CORRECT DEFICIENCIES FOUND DURING INSPECTIONS AS SOON AS PRACTICAL BUT IN NO CASE LATER THAN 7 DAYS AFTER THE INSPECTION IN WHICH THE DEFICIENCY WAS FOUND. 6.THE SUBCONTRACTOR SHALL KEEP LOG AND PREPARE WEEKLY REPORTS DETAILING THE INSPECTIONS AND MEASURES TAKEN TO CORRECT ANY AND ALL DEFICIENCIES FOUND IN THE EROSION AND POLLUTION CONTROL MEASURES. THE REPORTS SHALL CONFORM TO THE STANDARDS SET BY THE IOWA DEPARTMENT OF NATURAL RESOURCES. COPIES OF THESE REPORTS SHALL BE FORWARDED TO THE DEVELOPER AND TO COOPER CRAWFORD & ASSOCIATES, L.L.C. 7.AFTER INITIAL GRADING PRIOR TO UTILITY CONSTRUCTION - ALL DISTURBED AREAS OUTSIDE OF THE PROPOSED R.O.W.'S ARE TO HAVE TEMPORARY SEEDING AND MULCHING (TYPE 4 SEED MIXTURE PER SUDAS TABLE 9010.09). CONTRACTOR AND SUBS ARE TO TRY TO MINIMIZE DISTURBANCE TO THESE SEEDED AREAS THROUGH THE USE OF SPECIFIC ACCESS ROUTES WITHIN THE SITE. 8.DURING CONSTRUCTION, IF IT BECOMES EVIDENT THAT A DISTURBED AREA WILL NOT BE DISTURBED FOR 14 DAYS, IT SHALL BE STABILIZED IMMEDIATELY. 9.SODDING TO BE DONE IMMEDIATELY AFTER FINAL GRADING. 10.ANY FAILED AREAS OF SEEDING/MULCHING SHALL BE REAPPLIED. 11.ANY SOIL OR SPILL WASHED, TRACKED OR DROPPED ONTO ADJOINING RIGHT-OF-WAYS AND PROPERTY WILL BE CLEANED UP BY THE END OF THE WORKING DAY AND PRIOR TO A RAIN EVENT. 12.FILTER SOCKS ARE TO BE INSPECTED ONCE A WEEK AND AFTER EACH RAINSTORM, LOOK FOR UNDERCUTTING AND FAILURES IN FABRIC. REPLACE/REPAIR AS NECESSARY. 13.ADDITIONAL FILTER SOCKS (TO THAT SHOWN ON THIS PLAN) MAY BE REQUIRED IN AREAS WHERE EROSION IS EVIDENT. 14.FILTER SOCKS ARE TO BE CLEANED UP WHEN THEY HAVE LOST 50% OF THEIR CAPACITY. 15.ALL INTAKES SHALL HAVE FILTER SOCKS PRIOR TO PAVING AND INLET DROP PROTECTION AFTER PAVING. THESE INLET DROP PROTECTION TO REMAIN IN PLACE UNTIL THE SITE HAS A PERMANENT PERENNIAL GROUND COVER. INLET DROP PROTECTION TO BE INSTALLED IN THE EXISTING INTAKES IN SE PARKVIEW CROSSING DRIVE SOUTH OF THE CONSTRUCTION ENTRANCES. 16.ALL INTAKES SHALL BE COVERED DURING CONSTRUCTION TO PREVENT SEDIMENTATION DEPOSITS WITHIN THE STORM SEWER. 17.IN THE EVENT THAT SEEDING/MULCHING DOES NOT OCCUR PRIOR TO WINTER, ALL DISTURBED AREAS WILL BE MULCHED. 18.NO BORROW/SPOILS SITES ARE ANTICIPATED. 19.EROSION CONTROL CONTACT IS THE PROJECT SWPPP MANAGER. 20.EROSION CONTROLS TO BE IN ACCORDANCE WITH SUDAS SECTION 9040. SILT FENCE OR FILTER SOCKS, SEDIMENT BASIN, STABILIZED CONSTRUCTION ENTRANCE, EROSION CONTROL MULCH, INLET PROTECTION ARE EXAMPLES OF THE TYPE OF CONTROLS THAT WILL BE UTILIZED DURING CONSTRUCTION. OTHERS MAY BE INCORPORATED BY THE SWPPP INSPECTOR/CONTRACTOR AS SITE CONDITIONS WARRANT. LEGEND AND QUANTITIES SILT FENCE = 800 LF GENERAL NOTES 1.SITE IS CURRENTLY ROUGH GRADED SO NO STOCKPILE IS ANTICIPATED. IF A STOCKPILE IS CREATED, DOWNSLOPE SILT FENCE WILL BE INSTALLED AND THE LOCATION WILL BE ADDED TO THE PLAN BY THE SWPPP INSPECTOR. 2.STORM WATER WILL DRAIN TO EXISTING STORM SEWER SYSTEM, TO A STORM WATER DETENTION FACILITY AND ULTIMATELY TO SUGAR CREEK.ROCK CONSTRUCTION ENTRANCE/EXIT EROSION AND SEDIMENT CONTROL PLAN01 L304 20'40'10'0' SCALE:1"=20' 50'-0" CONCRETE WASHOUT PORTABLE TOILET SILT FENCE, TYP. MATERIAL AND STAGING AREAPROTECT EX. INTAKES DURING CONSTRUCTION CONCRETE ASHWORTH ROA D W W TR TR SE ASHWORTH R O A D VA N 50 ' B U I L D I N G S E T B A C K VAN CONCRETE ASHWORTH ROA D W W TR TR SE ASHWORTH R O A D VA N 50 ' B U I L D I N G S E T B A C K VAN CONCRETE ASHWORTH ROA D W W TR TR SE ASHWORTH R O A D VA N 50 ' B U I L D I N G S E T B A C K VAN VA N 110 SF MECH. 202 SUITE B 201 SUITE C 301 SUITE A 101 1,641 SF 1,593 SF 2,600 SF 101A S6FAR S6FAR 301A 101B 202 201B 301B ST T STS ST ST S TRS S SAN 8" S A N 8 " SAN 8" SAN 18" SAN 18" SA N 8" ST 21" ST 21 " ST 21 " ST 15"ST 24"ST 24" ST VAULT VAULT VAULT VAULT VAULT TRANSFORMER TRANSFORMER TRANSFORMER SIGN 8" WATER 6" WATER SERVICE ST CONTRACT LIMIT CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMIT R5' R5' CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T 3-BP 4-UL 1-TA 3-AC 3-AS 4-JV 1-UL 2-GT 1-GT CONTRACT LIMIT CONTRACT LIMIT EXISTING TREES, TYP. EXISTING TREES, TYP. ISSUED FOR SITE PLAN APPROVAL NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-18 KE E T O W N L O O P - F 4 A S H W O R T H 29 8 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 COPYRIGHT © 2025 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A ISSUE SCHEDULE ISSUE DATE DESCRIPTION 01 01/07/2025 INITIAL SITE SUBMITTAL 02 01/28/2025 SITE PLAN RESUBMITTAL #1 03 02/13/2025 SITE PLAN RESUBMITTAL #2 04 02/21/2025 SITE PLAN RESUBMITTAL #3 ARCHITECT LEGAT ARCHITECTS 119 E COLLEGE STREET IOWA CITY, IA 52240 PH: (319) 450-0510 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES 475 S 50TH STREET, STE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ELECTRICAL ENGINEER KED BLUESTONE ENGINEERING 5518 NW 88TH ST JOHNSTON, IA 50131 PH: (515) 727-0700 Fi l e L o c a t i o n : N: \ 2 0 2 1 \ 2 1 0 7 2 - 1 8 F 4 A s h w o r t h R e t a i l \ 2 1 0 7 2 - 1 8 _ W O R K I N G \ A U T O C A D \ S H E E T S \ L 4 0 0 P L A N T I N G P L A N / S A V E D A T E : 1/ 2 8 / 2 0 2 5 1 2 : 5 0 P M B Y : jd o b e s h / P L O T D A T E : 2/ 1 9 / 2 0 2 5 7 : 3 3 P M B Y : Ja r e d D o b e s h LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 GENERAL NOTES A.REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. B.OVERSTORY TREES SHALL BE A MINIMUM OF 8 FEET & EVERGREENS AND ORNAMENTAL TREES SHALL BE A MINIMUM OF 6 FEET IN HEIGHT. PLANTING PLAN - TREES01 L400 20'40'10'0' SCALE:1"=20' PLANTING PLAN- TREES L400 PLANT SCHEDULE KEY QTY.BOTANICAL NAME COMMON NAME SIZE ROOT SPACING & REMARKS OVERSTORY TREES AS 3 Acer Saccharum SUGAR MAPLE 2.0" CAL.B&B SPECIMEN QUALITY BP 3 Betula platyphylla 'Fargo' DAKOTA PINNACLE DAKOTA PINNACLE BIRCH 2.0" CAL.B&B AS SHOWN ON PLAN. GT 3 Gleditsia triacanthos var. inermis 'Skyline'SKYLINE HONEY LOCUST 2.0" CAL.B&B SPECIMEN QUALITY TA 1 Tilia americana 'Redmond'REDMOND AMERICAN LINDEN 2.0" CAL.B&B SPECIMEN QUALITY UL 5 Ulmus 'New Horizon'NEW HORIZON ELM 2.0" CAL.B&B AS SHOWN ON PLAN. UNDERSTORY TREES AC 3 Amelanchier canadensis 'Spring Glory'SPRING GLORY SERVICEBERRY 6' HT.B&B SINGLE-STEM EVERGREEN TREES JV 4 Juniperus virginiana 'Burkii'BURKII EASTERN RED CEDAR 6' HT.B&B 8'-0" O.C , MALE ONLY CONCRETE ASHWORTH ROA D W W TR TR SE ASHWORTH R O A D VA N 50 ' B U I L D I N G S E T B A C K VAN CONCRETE ASHWORTH ROA D W W TR TR SE ASHWORTH R O A D VA N 50 ' B U I L D I N G S E T B A C K VAN CONCRETE ASHWORTH ROA D W W TR TR SE ASHWORTH R O A D VA N 50 ' B U I L D I N G S E T B A C K VAN VA N 110 SF MECH. 202 SUITE B 201 SUITE C 301 SUITE A 101 1,641 SF 1,593 SF 2,600 SF 101A S6FAR S6FAR 301A 101B 202 201B 301B ST STS ST ST S TRS S SAN 8" S A N 8 " SAN 8" SAN 18" SAN 18" SA N 8" ST 21" ST 21 " ST 21 " ST 15"ST 24"ST 24" ST EX. GAS VALVE EX. GAS VALVE 8" WATER 6" WATER SERVICE ST CONTRACT LIMIT CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMIT R5' R5' CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T 4-JP 4-SF 5-SJ 7-SF 4-SJ 25-SH 21-PV 15-RG 15-SH 9-PF 8-EP 17-CL 21-EP 14-RH 15-CL 12-MD 13-EP6-EP 6-EP 6-RH 7-RH 15-RH41-BF 41-BF 7-EP 5-EP 10-RH 9-RH 50-BF 57-BF 21-RH 13-EP 20-LB 43-CV 34-BE 22-MR 48-RW 17-LB 20-PV 9-RW 9-CV 5-LB 11-BE 7-LB6-LB 12-CV 9-MR CONTRACT LIMIT CONTRACT LIMIT 9-GF ISSUED FOR SITE PLAN APPROVAL NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-18 KE E T O W N L O O P - F 4 A S H W O R T H 29 8 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 COPYRIGHT © 2025 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A ISSUE SCHEDULE ISSUE DATE DESCRIPTION 01 01/07/2025 INITIAL SITE SUBMITTAL 02 01/28/2025 SITE PLAN RESUBMITTAL #1 03 02/13/2025 SITE PLAN RESUBMITTAL #2 04 02/21/2025 SITE PLAN RESUBMITTAL #3 ARCHITECT LEGAT ARCHITECTS 119 E COLLEGE STREET IOWA CITY, IA 52240 PH: (319) 450-0510 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES 475 S 50TH STREET, STE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ELECTRICAL ENGINEER KED BLUESTONE ENGINEERING 5518 NW 88TH ST JOHNSTON, IA 50131 PH: (515) 727-0700 Fi l e L o c a t i o n : N: \ 2 0 2 1 \ 2 1 0 7 2 - 1 8 F 4 A s h w o r t h R e t a i l \ 2 1 0 7 2 - 1 8 _ W O R K I N G \ A U T O C A D \ S H E E T S \ L 4 0 0 P L A N T I N G P L A N / S A V E D A T E : 1/ 2 8 / 2 0 2 5 1 2 : 5 0 P M B Y : jd o b e s h / P L O T D A T E : 2/ 1 9 / 2 0 2 5 7 : 3 2 P M B Y : Ja r e d D o b e s h LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 PLANTING PLAN - SHRUBS & PERENNIALS01 L401 20'40'10'0' SCALE:1"=20' L401 PLANTING PLAN- SHRUBS AND PERENIALS PLANT SCHEDULE KEY QTY.BOTANICAL NAME COMMON NAME SIZE ROOT SPACING & REMARKS DECIDUOUS SHRUBS PF 9 Potentilla fruticosa 'Goldfinger'SHRUBBY CINQUEFOIL #3 CONT.3'-6" O.C. GF 9 Spiraea x bumalda 'Goldflame'GOLDFLAME JAPANESE SPIRAEA #3 CONT.AS SHOWN ON PLAN SF 11 Spiraea japonica 'Firelight' FIRELIGHT SPIREA #3 CONT AS SHOWN ON PLAN SJ 9 Spiraea japonica 'Neon Flash' NEON FLASH SPIREA #3 CONT AS SHOWN ON PLAN EVERGREEN SHRUBS JP 4 Juniperus x pfitzeriana 'Sea Green'SEA GREEN JUNIPER #3 CONT.7'-0" O.C. PERENNIALS CL 32 Coreopsis lanceolata LANCELEAF COREOPSIS #1 CONT.1'-6" O.C. MR 31 Coreopsis 'Mercury Rising'COREOPSIS MERCURY RISING #1 CONT.18" TRIANGULAR SPACING CV 64 Coreopsis verticilata MOONBEAM COREOPSIS #1 CONT.18" TRIANGULAR SPACING EP 79 Echinacea purpurea PURPLE CONEFLOWER #1 CONT.1'-6" O.C. MD 12 Monarda didyma BEE BALM #1 CONT.2'-6" O.C. BE 45 Phlox subulata 'Blue Emerald'BLUE CARPET PHLOX #SP4 CONT.18" TRIANGULAR SPACING RW 57 Phlox subulata 'Red Wings'RED WINGS CREEPING PHLOX #SP4 CONT.18" TRIANGULAR SPACING RH 82 Rudbeckia hirta BLACK-EYED SUSAN #1 CONT.1'-9" O.C. RG 15 Sedum hybrid ROCK 'N GROW 'BACK IN BLACK STONECROP #1 CONT.2'-0" O.C. GRASSES BF 189 Festuca glauca 'Elijah Blue''ELIJAH BLUE' BLUE FESCUE #1 CONT.0'-9" O.C. PV 41 Panicum virgatum SWITCHGRASS #1 CONT.2'-6" O.C. LB 55 Schizachyrium scoparium 'Blue Paradise"LITTLE BLUESTEM 'BLUE PARADISE'#1 CONT.1'-9" O.C. SH 40 Sporobolus heterolepis PRAIRIE DROPSEED #1 CONT.2'-6" O.C. GENERAL NOTES A.REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. B.OVERSTORY TREES SHALL BE A MINIMUM OF 8 FEET & EVERGREENS AND ORNAMENTAL TREES SHALL BE A MINIMUM OF 6 FEET IN HEIGHT. CONCRETE ASHWORTH ROA D W W TR TR SE ASHWORTH R O A D VA N 50 ' B U I L D I N G S E T B A C K VAN CONCRETE ASHWORTH ROA D W W TR TR SE ASHWORTH R O A D VA N 50 ' B U I L D I N G S E T B A C K VAN CONCRETE ASHWORTH ROA D W W TR TR SE ASHWORTH R O A D VA N 50 ' B U I L D I N G S E T B A C K VAN VA N 110 SF MECH. 202 SUITE B 201 SUITE C 301 SUITE A 101 1,641 SF 1,593 SF 2,600 SF 101A S6FAR S6FAR 301A 101B 202 201B 301B ST T STS ST ST S TRS S SAN 8" S A N 8 " SAN 8" SAN 18" SAN 18" SA N 8" ST 21" ST 21 " ST 21 " ST 15"ST 24"ST 24" ST EX. GAS VALVE VAULT VAULT VAULT VAULT VAULT TRANSFORMER TRANSFORMER TRANSFORMER EX. GAS VALVE SIGN 8" WATER 6" WATER SERVICE ST CONTRACT LIMIT CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMIT R5' R5' CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT CO N T R A C T L I M I T CO N T R A C T L I M I T CONTRACT LIMIT CONTRACT LIMIT ISSUED FOR SITE PLAN APPROVAL NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-18 KE E T O W N L O O P - F 4 A S H W O R T H 29 8 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 COPYRIGHT © 2025 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A ISSUE SCHEDULE ISSUE DATE DESCRIPTION 01 01/07/2025 INITIAL SITE SUBMITTAL 02 01/28/2025 SITE PLAN RESUBMITTAL #1 03 02/13/2025 SITE PLAN RESUBMITTAL #2 04 02/21/2025 SITE PLAN RESUBMITTAL #3 ARCHITECT LEGAT ARCHITECTS 119 E COLLEGE STREET IOWA CITY, IA 52240 PH: (319) 450-0510 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES 475 S 50TH STREET, STE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ELECTRICAL ENGINEER KED BLUESTONE ENGINEERING 5518 NW 88TH ST JOHNSTON, IA 50131 PH: (515) 727-0700 Fi l e L o c a t i o n : N: \ 2 0 2 1 \ 2 1 0 7 2 - 1 8 F 4 A s h w o r t h R e t a i l \ 2 1 0 7 2 - 1 8 _ W O R K I N G \ A U T O C A D \ S H E E T S \ L 4 0 0 P L A N T I N G P L A N / S A V E D A T E : 1/ 2 8 / 2 0 2 5 1 2 : 5 0 P M B Y : jd o b e s h / P L O T D A T E : 2/ 1 9 / 2 0 2 5 7 : 3 3 P M B Y : Ja r e d D o b e s h LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 PLANTING PLAN - GROUNDCOVER01 L402 20'40'10'0' SCALE:1"=20' L402 PLANTING PLAN-GROUND PLANE TREATMENT SYMBOL LEGEND SOD: 12,545 SF HARDWOOD MULCH: 3,500 SF GENERAL NOTES A.REFERENCE ALL NOTES ON SHEET L001 AND SPECIFICATION MANUAL. B.OVERSTORY TREES SHALL BE A MINIMUM OF 8 FEET & EVERGREENS AND ORNAMENTAL TREES SHALL BE A MINIMUM OF 6 FEET IN HEIGHT. 6" 4" CAST IN PLACE PCC PAVING COMPACTED AGGREGATE SUBGRADE PREPARED PER GEOTECHNICAL RECOMMENDATIONS. 5" 4" NOTE: REFER TO LAYOUT PLAN FOR PAVING TYPE LOCATION. CAST-IN-PLACE PCC PAVING. COMPACTED AGGREGATE SUBGRADE PREPARED PER GEOTECHNICAL RECOMMENDATIONS. 7" 4" NOTE: REFER TO LAYOUT PLAN FOR PAVING TYPE LOCATION. CAST-IN-PLACE PCC PAVING. COMPACTED AGGREGATE SUBGRADE PREPARED PER GEOTECHNICAL RECOMMENDATIONS NOTE: REFER TO LAYOUT PLAN FOR PAVING TYPE LOCATION. 8" 4" NOTE: REFER TO LAYOUT PLAN FOR PAVING TYPE LOCATION. CAST-IN-PLACE PCC PAVING. COMPACTED AGGREGATE SUBGRADE PREPARED PER GEOTECHNICAL RECOMMENDATIONS 1/8" T T/ 4 " T = THICKNESS OF PAVEMENT LINE OF FRACTURE TOP OF CONCRETE PAVEMENT SAWCUT JOINT USING WALK BEHIND SAW TO ENSURE STRAIGHT CUTS COMPACTED SUBGRADE JOINT SEALANT AS SPECIFIED T NOTE: T= SLAB THICKNESS, SEE LAYOUT PLAN JOINT FILLER 1/2" 1/ 2 " COMPACTED AGGREGATE SEALANT 1/2" 5/ 8 " NOTE: PLACE ISOLATION JOINTS BETWEEN CONCRETE AND BUILDING FOUNDATION AND ALL FIXED OBJECTS FACE OF STRUCTURE JOINT SEALANT AS SPECIFIED TOP OF CONCRETE PAVEMENT 1 2" EXPANSION FILLER SEALANT, PER SPEC 8"1'-0" NEW PAVING EXISTING PAVING #4 DEFORMED TIE REBAR @ 2'-6" O.C. 1'-8" 'T ' NOTE: 1. 'T'=THICKNESS (THICKNESS VARIES, SEE LAYOUT PLAN FOR TYPE AND THICKNESS.) 2. SUBGRADE TREATMENT VARIES, SEE TYPICAL SECTION PER TYPE. TYPICAL SAWCUT DRILL AND EPOXY IN PLACE 1/ 2 T EXPANSION JOINT FILLER WITH 1 4" RECESS TOP OF CONCRETE PAVEMENT 1/ 4 " JOINT SEALANT AS SPECIFIED 1 2" Ø x 18" STEEL DOWEL AT 2'-0" O.C. W / EXPANSION SLEEVET = THICKNESS OF PAVEMENT NOTE: LOCATE REINFORCED EXPANSION JOINTS WHERE INDICATED ON PLAN. 1"=1' REINFORCED EXPANSION JOINT STEEL REINFORCED PRECAST WHEEL STOP (2) 16" ANCHOR BOLT ADJACENT TYPE 2 PCC, SEE DETAIL 02/L500 COMPACTED AGGREGATE SUBBASE, AS SPECIFIED 3" 5" M I N . TYPE 1 PCC, SEE DETAIL 01/L500 TYPE 1 PCC, SEE DETAIL 01/L500 NOTE: SEE GRADING PLAN FOR SLOPE DIRECTION AND ELEVATION AT THE BOTTOM OF CURB. 6" 6" 4" 5" ADJACENT PAVEMENT, REFERENCE LAYOUT SHEETS FOR TYPE EXPANSION JOINT, SEE DETAIL 08/L500 COMPACTED AGGREGATE SUBBASE, AS SPECIFIED1' - 2 " INTEGRAL CURB 3 4"=1' 10" 7" 1'-2" 6"R1"R2" 6" SUBGRADE PREPARED FOR GEOTECHNICAL RECOMMENDATIONS PLANTING VARIES, SEE DETAILS #4 x 2'-0" REBAR @ 30" O.C. SEE LAYOUT PLAN FOR ADJACENT PAVING TYPE PCC CURB AND GUTTER COMPACTED AGGREGATE SUBBASE, 95% PROCTER, AS REQUIRED BY GEOTECH REPORT, TO EXTEND MIN 6" PAST BACK OF CURB. 2'-6"6" 4 1/2" 3" PCC PAVING TYPE 1 TYP. REINFORCED EXPANSION JOINT, SEE DETAIL 06/L500 COMPACTED SUBGRADE FROST FOOTING SEE STRUCTURAL SHEETS 4' - 0 " 1'-0" CIP FOUNDATION, SLOPE TO DRAIN 14" DIA. CONCRETE FTG. #4 HOOPED BARS @ 8" O.C. (6) #4 VERTICAL BARS, SPACED EVENLY 4.5" HDPE BOLLARD COVER BLACK / WHITE REFLECTIVE STRIPES AS SUPPLIED BY POST GUARD 4" DIA. GALVANIZED STEEL POST, FILL WITH CONCRETE, CROWN CAP 4" 3' - 0 " 6" WHITE LETTERING BLUE BACKGROUND INTERNATIONAL SYMBOL OF ACCESSIBILITY, WHITE CONCRETE BASE 12" 18 " FINISH GRADE WHITE LETTERING BLUE BACKGROUND 2"X2" STEEL POST, BLACK 12" 42 " 60 " M I N . NOTE: FORMS+SURFACES TRIO BIKE RACK; INSTALLED PER MANUFACTURERS SPECIFICATIONS NO. SKTRO-TD PCC PAVEMENT TYPE 1, REFER TO DETAIL 01/L500 FRONT SIDE 7' - 0 " T O B O T T O M O F S I G N 2.5" PERFORATED SQUARE TUBING TRIANGULAR SLIP BASE ASSEMBLY, 3-BOLT CONNECTION, EQUALLY SPACED ON A 6" DIAMETER BOLT CIRCLE CONNECTION PER MANUFACTURER RECOMMENDATION SINGLE HEAVY DUTY 3" SQUARE NON-PERFORATED BREAKAWAY ANCHOR INSERT SLIP BASE INTO ANCHOR SLEEVE PER MANUFACTURER RECOMMENDATION 1'-6" DIA. X 3'-0" DEPTH, CONCRETE FOOTING, 2,500 PSI @ 28 DAYS 3' - 6 " 3. 7 5 " M A X 18'-0" 3- 0 " A N C H O R SL E E V E NOTES: 1.SHIM AS REQUIRED PER MANUFACTURER RECOMMENDATION TO TAKE UP TOLERANCE BETWEEN SLIP BASE STUB AND ANCHOR SLEEVE. 2.GALVANIZE PIPE AASHTO M111 3.PAINT PIPE WITH ONE SHOP COAT AND ONE FIELD COAT OF ZINC RICH BASED PAINT AND ONE FIELD COAT OF ALUMINUM PAINT. 4.CONFORM STEEL PIPE TO THE REQUIREMENTS OF ASTM A 53 TYPE E OR S, GRADE B. 5.SUBMIT SHOT DRAWINGS TO BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO FABRICATION. SIGN TYPE PER PLAN, GRADE REFLECTIVE SIGN, ATTACHED TO PERFORATE SQ. TUBING WITH TWO (2) 5/16" DIA. HEX HEAD BOLT, PLATE WASHER, LOCK WASHER AND NUT. SECTION: TYPE 1 PCC (WALK) - TYP.01 L500 1-1/2" = 1-0" SECTION: TYPE 2 PCC (PARKING) - TYP.02 L500 1-1/2" = 1-0" SECTION: TYPE 3 PCC (DRIVES) - TYP.03 L500 1-1/2" = 1-0" SECTION: REINFORCED EXPANSION JOINT06 L500 1"= 1'-0" SECTION: STANDARD PCC CURB AT PLANTING04 L500 1/2"= 1-0" SECTION: INTEGRAL CURB & GUTTER05 L500 3/4"= 1'-0" DETAIL: ADA PARKING SYMBOL (TYP.)11 L500 N.T.S. SECTION: SAW CUT JOINT - TYP.07 L500 1"= 1'-0" SECTION: EXPANSION JOINT - TYP.08 L500 1"= 1'-0" SECTION: ISOLATION JOINT - TYP.09 L500 1"= 1'-0" SECTION: COLD JOINT - TYP.10 L500 1"= 1'-0" SECTION: ADA PARKING SIGNAGE12 L500 1"= 1'-0" ISSUED FOR SITE PLAN APPROVAL NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-18 KE E T O W N L O O P - F 4 A S H W O R T H 29 8 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 COPYRIGHT © 2024 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A ISSUE SCHEDULE ISSUE DATE DESCRIPTION 01 01/07/2025 INITIAL SITE SUBMITTAL 02 01/28/2025 SITE PLAN RESUBMITTAL #1 03 02/13/2025 SITE PLAN RESUBMITTAL #2 04 02/21/2025 SITE PLAN RESUBMITTAL #3 ARCHITECT LEGAT ARCHITECTS 119 E COLLEGE STREET IOWA CITY, IA 52240 PH: (319) 450-0510 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES 475 S 50TH STREET, STE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ELECTRICAL ENGINEER KED BLUESTONE ENGINEERING 5518 NW 88TH ST JOHNSTON, IA 50131 PH: (515) 727-0700 Fi l e L o c a t i o n : N: \ 2 0 2 1 \ 2 1 0 7 2 - 1 8 F 4 A s h w o r t h R e t a i l \ 2 1 0 7 2 - 1 8 _ W O R K I N G \ A U T O C A D \ S H E E T S \ L 5 0 0 S I T E D E T A I L S / S A V E D A T E : 2/ 1 0 / 2 0 2 5 3 : 4 9 P M B Y : jd o b e s h / P L O T D A T E : 2/ 1 9 / 2 0 2 5 7 : 3 0 P M B Y : Ja r e d D o b e s h LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 PCC WALK @ BUILDING STOOP13 L500 3/8"= 1'-0" SECTION: DO NOT ENTER SIGN, TYP. 17 L500 N.T.S. SECTION: PROTECTIVE BOLLARD W/SLEEVE14 L500 1/2"= 1'-0" SECTION & PLAN: TRIO BIKE RACK15 L500 N.T.S. SECTION: CONCRETE WHEEL STOP, TYP.16 L500 1/2" = 1'-0" L500 SITE DETAILS SECTION: TYPE 4 PCC (DUMPSTER) - TYP.04 L500 1-1/2" = 1-0" RA M P 6' - 0 " M I N VARIES, REFER TO LAYOUT PLAN 12"12" BACK OF CURB FACE OF CURB DETECTABLE WARNING SURFACE MIN 2' DEPTH, MATCH WIDTH OF RAMP, ALIGN TO BACK OF CURB, TYP. DETECTABLE WARNING STRIPS IN R.O.W. ARE CAST IRON. WARNING SURFACE NOT IN R.O.W. IS AMOR-TILE DETECTABLE WARNING SURFACE TILE. SEE SPECIFICATIONS. LA N D I N G 4' - 0 " M I N . 8. 3 3 % M A X 08 L501 RAMP 6'-0" MIN. LANDING 4'-0" MIN. 1'-0"1'-8" DETECTABLE WARNING SURFACE MIN. 2' WIDTH, MATCH WIDTH OF RAMP ALIGN TO BACK OF CURB, TYP. EXPANSION JOINT, SEE DETAIL 08/L500 RETURN CURB RETURN CURB RAMP 3 8"=1' 8.33% MAX8.33% MAX 1.5% MAX 6'-0" RAMP 5'-0" LANDING 6'-0" RAMP BUILDING FOUNDATION REVEAL AA' RAMP SLOPE 8.33% MAX. RAMP SLOPE 8.33% MAX LANDING BUILDING FOUNDATION SECTION A-A' 8' - 0 " FACE OF INTEGRAL CURB SIDEWALKSIDEWALK PLAN NOTES: 1.REFERENCE SPOT ELEVATIONS AND SLOPES ON SHEET L300. ISSUED FOR SITE PLAN APPROVAL NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-18 KE E T O W N L O O P - F 4 A S H W O R T H 29 8 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 COPYRIGHT © 2024 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A ISSUE SCHEDULE ISSUE DATE DESCRIPTION 01 01/07/2025 INITIAL SITE SUBMITTAL 02 01/28/2025 SITE PLAN RESUBMITTAL #1 03 02/13/2025 SITE PLAN RESUBMITTAL #2 04 02/21/2025 SITE PLAN RESUBMITTAL #3 ARCHITECT LEGAT ARCHITECTS 119 E COLLEGE STREET IOWA CITY, IA 52240 PH: (319) 450-0510 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES 475 S 50TH STREET, STE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ELECTRICAL ENGINEER KED BLUESTONE ENGINEERING 5518 NW 88TH ST JOHNSTON, IA 50131 PH: (515) 727-0700 Fi l e L o c a t i o n : N: \ 2 0 2 1 \ 2 1 0 7 2 - 1 8 F 4 A s h w o r t h R e t a i l \ 2 1 0 7 2 - 1 8 _ W O R K I N G \ A U T O C A D \ S H E E T S \ L 5 0 0 S I T E D E T A I L S / S A V E D A T E : 2/ 1 0 / 2 0 2 5 3 : 4 9 P M B Y : jd o b e s h / P L O T D A T E : 2/ 1 9 / 2 0 2 5 7 : 3 2 P M B Y : Ja r e d D o b e s h LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 WATER SERVICE DETAIL04 L501 PLAN: RETURN CURB @ ADA RAMP01 L501 3/8" = 1'-0" SECTION: RETURN CURB @ ADA RAMP02 L501 3/8" = 1'-0" DETAIL: PARALLEL CURB RAMP03 L501 1/2" = 1'-0"L501 SITE DETAILS 8" M I N I M U M 2" UNDISTURBED SOIL DISCED SUBGRADE TOPSOIL SOIL FROM CUTTING SOD PREPARED SUB GRADE TOPSOIL, 12" MIN. DEPTH HARDWOOD MULCH (3" MIN.) 3" NOTE: X = DISTANCE SPECIFIED WITHIN PLANT SCHEDULE Y = DISTANCE 'X' MULTIPLIED BY .866 PREPARED SUBGRADE PLANTING SOIL MIX MULCH SHRUB OR PERENNIAL X X 3" 8" MI N I M U M MAINTAIN OR CREATE A TERMINAL BUD ON A CENTRAL LEADER REMOVE CROSSOVER BRANCHES REMOVE OR CUT BACK CO-DOMINANT AND POTENTIALLY CO-DOMINANT LEADERS THIN TIGHTLY SPACED BRANCHES WH E R E B R A N C E S A R E A D J A C E N T T O W A L K S AN D O R T R E E S A R E P L A C E D A S S T R E E T TR E E S , L I M B B R A N C E S T O A 6 ' - 7 ' H T . (M A I N T A I N P R O P E R A N S I C R O W N P R O P O R T I O N S ) 6" 2" SEE PLANTING PLAN FOR SPECIES AND LOCATION 3" SHREDDED BARK MULCH, AS SPECIFIED. TOPSOIL COMPACTED SUB GRADE, AS SPECIFIED. 6" DEEP NATURAL EDGE. SHREDDED BARK MULCH IS TO REMAIN 2" BELOW TOP OF ADJACENT SURFACE, REFER TO LAYOUT FOR MATERIAL TYPE. EVERGREEN TREE ARBOR TIE STAKING WIRE STEEL FENCE POST 3" DEPTH SHREDDED CEDAR BARK MULCH FINISH GRADE SCARIFY SIDES AND BOTTOM OF PLANTING PIT PLANTING SOIL MIX UNDISTURBED SOIL 3 TIMES ROOT BALL DIA. STAKING ORIENTATION NORTH NORTH 2 STAKES - 3" CAL. & LESS 3 STAKES - GREATER THAN 3" CAL. PLANT TREES ABOVE OR AT SAME GROUND LEVEL THEY WERE GROWN IN AT THE NURSERY REMOVE TOP 1/3 OF BURLAP, WIRE, ROPE, AND BASKET FROM ROOTBALL STAKING ORIENTATION STAKING WIRE TREE WRAP 2 STAKES - 3" CALIPER AND LESS 3 STAKES - GREATER THAN 3" CALIPER NORTH NORTH 3 TIMES ROOTBALL DIAMETER PRUNE DEAD OR DAMAGED BRANCHES ARBOR TIE OR EQUIVALENT STEEL FENCE POST TRUNK FLARE, SEE DETAIL 03/L501 FOR ROOTBALL PLANTING DEPTH 3" DEPTH SHREDDED HARDWOOD MULCH, DO NOT PLACE MULCH AGAINST TRUNK CUT AND REMOVE ALL CORDS, WIRE, & BURLAP COVERING FROM ROOT BALL PRIOR TO INSTALLATION SCARIFY SIDES AND BOTTOM OF PLANTING PIT PLANTING SOIL BACKFILL COMPACTED SOIL BESIDE & UNDER ROOT BALL UNDISTURBED SOIL SECTION: SOD01 L502 3"=1'-0" SECTION: PLANTING BED02 L502 3/4"=1'-0" SECTION: SPADE CUT LANDSCAPE EDGING03 L502 3/4"=1'-0" SECTION: OVERSTORY TREE PLANTING04 L502 N.T.S. SECTION: TREE PRUNING05 L502 N.T.S. SECTION: SHRUB OR PERENNIAL PLANTING06 L502 N.T.S. SECTION: CONIFEROUS TREE PLANTING07 L502 N.T.S. ISSUED FOR SITE PLAN APPROVAL NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-18 KE E T O W N L O O P - F 4 A S H W O R T H 29 8 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 COPYRIGHT © 2024 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A ISSUE SCHEDULE ISSUE DATE DESCRIPTION 01 01/07/2025 INITIAL SITE SUBMITTAL 02 01/28/2025 SITE PLAN RESUBMITTAL #1 03 02/13/2025 SITE PLAN RESUBMITTAL #2 04 02/21/2025 SITE PLAN RESUBMITTAL #3 ARCHITECT LEGAT ARCHITECTS 119 E COLLEGE STREET IOWA CITY, IA 52240 PH: (319) 450-0510 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES 475 S 50TH STREET, STE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ELECTRICAL ENGINEER KED BLUESTONE ENGINEERING 5518 NW 88TH ST JOHNSTON, IA 50131 PH: (515) 727-0700 Fi l e L o c a t i o n : N: \ 2 0 2 1 \ 2 1 0 7 2 - 1 8 F 4 A s h w o r t h R e t a i l \ 2 1 0 7 2 - 1 8 _ W O R K I N G \ A U T O C A D \ S H E E T S \ L 5 0 0 S I T E D E T A I L S / S A V E D A T E : 2/ 1 0 / 2 0 2 5 3 : 4 9 P M B Y : jd o b e s h / P L O T D A T E : 2/ 1 9 / 2 0 2 5 7 : 3 0 P M B Y : Ja r e d D o b e s h LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 L502 PLANTING DETAILS 1" CHAMFERED EDGE, TYP. ANCHOR BOLT, REFER TO ELECTRICAL FOR MANUFACTURER'S STANDARD LAYOUT AND SPACING. CONDUIT CENTER IN FOOTING #4 REBAR, TYP. 6" CAST-IN-PLACE PCC FOOTING 2'-0" 5' - 0 " AREA LIGHTING COMPANY: ARCHITECTURAL AREA LIGHTING PRODUCT: ALT120, ALTITUDE LED TYPES: I, II, IV & V HEIGHT: 25' COLOR: LIGHT GREY SEE ELECTRICAL PLANS FOR TYPE COMPACTED BACKFILL PLAN ℄ 2'-0" 2' - 0 " COORDINATE POINT, SEE LAYOUT PLAN FOR NORTHING/EASTING COORDINATES 1' - 0 " ISSUED FOR SITE PLAN APPROVAL NOT FOR CONSTRUCTION CONFLUENCE PROJECT # 21072-18 KE E T O W N L O O P - F 4 A S H W O R T H 29 8 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 COPYRIGHT © 2024 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. D 1 C B A 2 3 4 5 1 2 3 4 5 D C B A ISSUE SCHEDULE ISSUE DATE DESCRIPTION 01 01/07/2025 INITIAL SITE SUBMITTAL 02 01/28/2025 SITE PLAN RESUBMITTAL #1 03 02/13/2025 SITE PLAN RESUBMITTAL #2 04 02/21/2025 SITE PLAN RESUBMITTAL #3 ARCHITECT LEGAT ARCHITECTS 119 E COLLEGE STREET IOWA CITY, IA 52240 PH: (319) 450-0510 CIVIL ENGINEER COOPER CRAWFORD & ASSOCIATES 475 S 50TH STREET, STE 800 WEST DES MOINES, IA 50265 PH: (515) 224-1344 ELECTRICAL ENGINEER KED BLUESTONE ENGINEERING 5518 NW 88TH ST JOHNSTON, IA 50131 PH: (515) 727-0700 Fi l e L o c a t i o n : N: \ 2 0 2 1 \ 2 1 0 7 2 - 1 8 F 4 A s h w o r t h R e t a i l \ 2 1 0 7 2 - 1 8 _ W O R K I N G \ A U T O C A D \ S H E E T S \ L 5 0 3 L I G H T I N G D E T A I L S / S A V E D A T E : 1/ 2 8 / 2 0 2 5 9 : 5 7 A M B Y : jd o b e s h / P L O T D A T E : 2/ 1 9 / 2 0 2 5 7 : 3 2 P M B Y : Ja r e d D o b e s h LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 SITE LIGHTING DETAILS L503 SECTION: AREA LIGHT IN LANDSCAPE, TYP.01 L503 N.T.S. SAFETY REFERENCE SYMBOLS & ABBREVIATIONS EGRESS ROUTE 2 -HOUR FIRE RESISTANCE RATING PRIMARY EXIT NUMBER OCCUPANT LOAD PER MAXIMUM FLOOR AREA ALLOWANCE ACTUAL/ANTICIPATED OCCUPANT LOAD WALL MOUNTED FIRE EXTINGUISHER FE 1 -HOUR FIRE RESISTANCE RATING KB KNOX BOX -FINAL LOCATION TO BE COORDINATED WITH LOCAL FD SEMI-RECESSED FIRE EXTINGUISHER CABINET FEC ROOM NAME 101 EXIT # ACT CALC EXIT PATH ID CALC EXIT # ACT DOOR EXIT IDENTIFICATION NUMBER DOOR CALCULATED EXIT CAPACITY DOOR ACTUAL EXIT CAPACITY ROOM IDENTIFICATION NUMBER EGRESS ROUTE IDENTIFICATION FACP FIRE ALARM CONTROL PANELFAAPFIRE ALARM ANNUNCIATOR PANEL SPRINKLERED NOT IN CONTRACT -SOG ASSEMBLY -A-2 UNOCCUPIED STORAGE -ACCESSORY STORAGE FIRE-RESISTANCE RATINGS FOR BUILDING ELEMENTS BUILDING ELEMENT PRIMARY STRUCTURAL FRAME BEAMS COLUMNS RATING UL APPROVED DESIGN NO. BEARING WALLS EXTERIOR INTERIOR FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 HR 0 HR 0 HR 0 HR 0 HR 0 HR PERIMETER FIRESTOPPING AT CURTAIN WALL PERIMETER FIRESTOPPING AT EDGE OF SLAB 0 HR 0 HR AUTOMATIC SPRINKLER SYSTEM REQUIREMENTS YES NOT REQUIRED 2 HR BUILDING DATA -NEW CONSTRUCTION APPLICABLE CODE USE GROUP ALLOWABLE HEIGHT (TABLE 504.3) ALLOWABLE AREA (TABLE 506.2) AREA INCREASE DUE TO FRONTAGE (506.3) MAXIMUM ALLOWABLE AREA ACTUAL STORIES ABOVE GRADE EXISTING BUILDING FOOTPRINT TOTAL BUILDING AREA (NEW) IBC 2018 A-2, S, UNOCCUPIED SPACE 60'-0" 24,000 SF 18,000 SF 42,000 SF 1 5,850 SF ACTUAL HEIGHT 20'-6" ALLOWABLE STORIES ABOVE GRADE (TABLE 504.4)2 CONSTRUCTION TYPE (TABLE 601)VB EXTERIOR WALL FIRE SEPARATION DISTANCE (TABLE-602)0-HOUR: >30' MEANS OF EGRESS -NEW CONSTRUCTION APPLICABLE CODE DOOR/CORRIDOR EGRESS WIDTH (1005.3.2) MAX. LENGTH OF EXIT ACCESS TRAVEL (TABLE 1017.2) MAX. LENGTH OF COMMON PATH EGRESS TRAVEL (TABLE 1006.2.1) MAX. LENGTH OF DEAD END CORRIDORS (TABLE 1020.4) MINIMUM CORRIDOR WIDTH (TABLE 1020.2) IBC 2018 0.2/PERSON 250 FEET 20 FEET 44 INCHES APPLICABLE CODES -NEW CONSTRUCTION • 2018 INTERNATIONAL BUILDING CODE (IBC) • 2012 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) • 2018 INTERNATIONAL FIRE CODE (IFC), EXCLUDING CHAPTER 4 • 2018 INTERNATIONAL FUEL GAS CODE (IFGC) • 2018 INTERNATIONAL MECHANICAL CODE (IMC) • 2018 UNIFORM PLUMBING CODE • 2020 NATIONAL ELECTRICAL CODE • 2018 INTERNATIONAL PROPERTY MAINTENANCE CODE (IPMC) • NFPA 101 LIFE SAFETY CODE, 2012 EDITION STAIR EGRESS WIDTH (1005.3.1) SPRINKLED SAFETY REFERENCE NOTES FIRE WALL (TABLE 706.4) PARTY WALLS (TABLE 706.4) CORRIDOR WALLS (TABLE 1020.1) NEW BUILDING FOOTPRINT 5,850 SF SUITE 100 -ASSEMBLY -A-2 SUITE 101 & SUITE 102 -UNOCCUPIED SPACE MECH. 103 -STORAGE -S -ACCESSORY STORAGE SPACE THE CALCULATED OCCUPANT LOAD, FOR SUITE 100, WAS DETERMINED BASED ON THE NOTION THAT THE FUTURE TENANT WILL HAVE BOTH OCCUPANT LOAD FACTORS OF 15 (ASSEMBLY WITHOUT FIXED SEATS -UNCONCENTRATED (TABLES AND CHAIRS)) AND 200 (KITCHENS, COMMERCIAL), SEE CALCULATIONS BELOW: DINING AREA -1,200 SF / 15 SF = 80 KITCHEN/TOILET ROOMS AREA -1,220 SF / 200 SF = 7 N/A 75 FEET NOT APPLICABLE N/A EXIT PATH #3 EXIT PATH #2 EXIT PATH #1 247 EXIT 100A 87 247 EXIT 100B 87 247 EXIT 103 1 247 EXIT 101B 0 247 EXIT 102A 0 247 EXIT 102B 0 122 SUITE 100 EXIT 100A 87 SUITE 101 EXIT 101A 0 SUITE 102 EXIT 102A 0 1 MECH. 103 EXIT 103 1 247 EXIT 101A 0 EXIT PATH #4 FE KB 122 SUITE 100 EXIT 100A 87 SUITE 101 EXIT 101A 0 SUITE 102 EXIT 102A 0 1 MECH. 103 EXIT 103 1 REVISIONS DATE SIGNATURE 211 2 3 4 5 6 7 8 9 10 11 12 13 14 15 17 18 19 2016 Q P N M L K J H G F E C B A D ARCHITECT www.legat.com Legat Architects, Inc. PROJECT NUMBER DATE OF ISSUE DRAWN BY REVIEWED BY HC PRIVATE CAPITAL KEETOWN LOOP - F4 2980 Grand Prairie Parway Waukee, Iowa 50263 225027.00 02/21/2025 CS JH G-101 CODE INFORMATION & SAFETY REFERENCE PLANS S.P. RESUBMITTAL #3 119 1/2 East College St. Iowa City, IA 52240 P: 319.450.0510 EXIT TRAVEL DISTANCES EXIT PATH ID TRAVEL DISTANCE EXIT PATH #1 70'-3" EXIT PATH #2 65'-5" EXIT PATH #3 63'-6" EXIT PATH #4 10'-2" EXIT DOOR SCHEDULE DOOR EXIT ID DOOR WIDTH CLEAR WIDTH MEANS OF EGRESS CAPACITY FACTOR CALCULATED EXIT CAPACITY ACTUAL EXIT CAPACITY EXIT 100A 3'-4" 3'-1" 0.15 247 87 EXIT 100B 3'-4" 3'-1" 0.15 247 87 EXIT 101A 3'-4" 3'-1" 0.15 247 0 EXIT 101B 3'-4" 3'-1" 0.15 247 0 EXIT 102A 3'-4" 3'-1" 0.15 247 0 EXIT 102B 3'-4" 3'-1" 0.15 247 0 EXIT 103 3'-4" 3'-1" 0.15 247 1 OCCUPANT LOAD SCHEDULE ROOM ID NUMBER ROOM NAME AREA SF / OCCUPANT CALCULATED OCCUPANT LOAD ACTUAL OCCUPANT LOAD EXIT 100A 100 SUITE 2438 SF 20 122 87 122 87 EXIT 101A 101 SUITE 1384 SF 0 0 0 0 EXIT 102A 102 SUITE 1517 SF 0 0 0 0 EXIT 103 103 MECH. 113 SF 300 1 1 1 1 TOTAL OCCUPANCY 123 88 1/8" = 1'-0"1 FIRST FLOOR LIFE SAFETY PLAN1/8" = 1'-0"2 FIRST FLOOR LIFE SAFETY PLAN NO. DESCRIPTION DATE GENERAL NOTES 1. ALL WORK SHALL BE COMPLIANT WITH THE CODES, ORDINANCES, AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION OVER THE PROJECT LOCATION. 2. THE TRADE CONTRACTORS' PERSONNEL SHALL NOT BE ALLOWED ON THE PROJECT SITE WITHOUT COMPLYING WITH THE OWNER'S SECURITY PROTOCOLS. 3. WHERE CONFLICTS EXIST WITHIN OR BETWEEN PARTS OF THE CONTRACT DOCUMENTS, OR BETWEEN THE CONTRACT DOCUMENTS AND APPLICABLE STANDARDS, CODES, ORDINANCES, AND REGULATIONS THE MORE STRINGENT OR HIGH QUALITY OR GREATER QUALITY REQUIREMENT(S) SHALL APPLY. LARGE-SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL- SCALE DRAWINGS; FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS; AND NOTED MATERIALS TAKE PRECEDENCE OVER GRAPHIC REPRESENTATIONS. 4. THE CONTRACT DOCUMENTS IDENTIFY THE MINIMUM AMOUNT OF WORK REQUIRED. TRADE CONTRACTORS SHALL PROVIDE THE EXTENT OF WORK NECESSARY FOR A COMPLETE INSTALLATION. 5. REFER TO THE PROJECT MANUAL FOR PRODUCTS, MATERIALS, AND PROCEDURES NOT IDENTIFIED ON THE CONTRACT DRAWINGS. 6. THE ACTUAL AREA(S) OF WORK SHALL BE KEPT TO THE MINIMUM REQUIRED TO PROPERLY EXECUTE THE CONTRACT REQUIREMENTS. EXISTING DIMENSIONS AND HATCHED AREAS INDICATED ON CONTRACT DOCUMENTS ARE FOR GENERAL REFERENCE AND BIDDING PURPOSES ONLY. 7. PRIOR TO BIDDING, THE TRADE CONTRACTORS SHALL FIELD VERIFY THE EXTENT OF WORK REQUIRED TO PROPERLY EXECUTE THE CONTRACT REQUIREMENTS. ADDITIONAL WORK THAT IS REQUIRED, WAS VISIBLE, AND COULD HAVE BEEN IDENTIFIED DURING BIDDING SHALL BE COMPLETED BY THE RESPONSIBLE TRADE CONTRACTOR(S) AT NO ADDITIONAL COST TO THE OWNER. 8. THE TRADE CONTRACTORS SHALL BE FAMILIAR WITH THE EXISTING CONDITIONS AND NOTIFY THE ARCHITECT OR CONSTRUCTION MANAGER OF ANY CONFLICTS WITH THE CONSTRUCTION DOCUMENTS PRIOR TO PREPARING SUBMITTALS OR BEGINNING ANY WORK. 9. THE TRADE CONTRACTORS SHALL PROVIDE ALL TEMPORARY CONSTRUCTION AND/OR SHORING REQUIRED TO PROPERLY EXECUTE THE REQUIREMENTS OF THEIR CONTRACT. 10. ALL EXTERIOR OPENINGS SHALL BE SECURED AT ALL TIMES WHEN WORK IS NOT BEING PERFORMED. THE TRADE CONTRACTORS SHALL NOT REMOVE EXISTING DOORS, FRAMES, WINDOWS. ETC. UNTIL REPLACEMENTS ARE ONSITE AND READY FOR INSTALLATION. IF INSTALLATION OF DOORS, FRAMES, WINDOWS, ETC. CANNOT BE COMPLETED BY THE END OF THE WORK DAY, THE RESPONSIBLE TRADE CONTRACTORS SHALL PROVIDE TEMPORARY WEATHERPROOF CONSTRUCTION AS REQUIRED TO SECURE THE BUILDING TO THE SATISFACTION OF THE OWNER AND RESTORE AFFECTED SURFACES TO THEIR ORIGINAL CONDITION. GENERAL CONSTRUCTION / RENOVATION NOTES 1. AFTER REMOVAL OF ITEMS IDENTIFIED TO BE REMOVED, CLEAN AND REPAIR THE EXISTING SURFACES TO REMAIN TO MATCH THE CONSTRUCTION MATERIALS AND METHODS, FINISHES TEXTURE, PATTERN, COLOR AND SHEEN OF THE ADJACENT SURFACES TO REMAIN. PATCH, CLEAN, PREPARE, PAINT, ETC. EXISTING SURFACES AS REQUIRED. 2. WHERE EXISTING EQUIPMENT IS REMOVED AND NEW EQUIPMENT IS SMALLER AND INSTALLED IN THE SAME LOCATION, CLEAN AND REPAIR THE SIGHT-EXPOSED SURFACES TO REMAIN TO MATCH THE CONSTRUCTION MATERIALS AND METHODS, FINISHED TEXTURE, PATTERN, AND COLOR OF THE ADJACENT SURFACES TO REMAIN. PATCH, CLEAN, PREPARE, PAINT, ETC. EXISTING SURFACES AS REQUIRED. 3. EXISTING AND NEW FIRE RATED ASSEMBLIES ARE TO BE MAINTAINED AND BE IN CONFORMANCE WITH APPLICABLE CODES. PENETRATIONS SHALL BE CONSTRUCTED AND SEALED AS REQUIRED; NEW FIRE RATED ASSEMBLIES SHALL BE INSPECTED, CERTIFIED, AND APPROPRIATELY LABELED ABOVE CEILINGS. 4. ALL PENETRATIONS THROUGH ANY MATERIAL SHALL BE SEALED WITH A COMPATIBLE MATERIAL APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. 5. MASONRY INFILL AND/OR PATCHING SHALL MATCH THE MATERIAL, SIZE, FINISH, COLOR, TEXTURE AND COURSING OF EXISTING MASONRY TO REMAIN. NEW MASONRY SHALL BE WHOLE UNITS TOOTHED IN TO THE EXISTING MASONRY. NO SAW CUT EDGES WILL BE ALLOWED. MORTAR JOINTS TO MATCH COLOR, TEXTURE AND PROFILE OF ADJACENT MASONRY. 6. STRUCTURAL LINTELS ARE REQUIRED AT ALL OPENINGS AND RECESSES IN LOAD BEARING AND NON-LOAD BEARING MASONRY WALLS. REFER TO STRUCTURAL DRAWINGS. 7. EXPOSED OUTSIDE CORNERS OF INTERIOR CONCRETE MASONRY UNITS SHALL BE ROUNDED, U.N.O. 8. PROVIDE A CONTINUOUS BEAD OF SEALANT BETWEEN DISSIMILAR MATERIALS, U.N.O. 9. PROVIDE GALVANIC PROTECTION SEPARATING DISSIMILAR METALS. 10. ALL EXPOSED PIPING AND CONDUIT SHALL BE KEPT AS CLOSE AS POSSIBLE TO WALLS STRUCTURE, AND FLOOR/ROOF DECK. 11. ALL WALLS ABOVE DOORS/FRAMES TO EXTEND TO UNDERSIDE OF DECK, U.N.O. 12. ALL EXTERIOR DIMENSIONS ARE TO THE OUTSIDE FACE OF FINISH MATERIAL, U.N.O. 13. SLOPE ALL CONCRETE AND/OR TOPPING TO FLOOR DRAINS; COORDINATE WITH PLUMBING DRAWINGS. 14. CENTER SPRINKLER HEADS AND LIGHT FIXTURES, SECURITY DEVICES, WAP'S, EXIT SIGNS, & SIMILAR DEVICES IN ACT TILES, U.N.O. 15. INSTALL WOOD BLOCKING AS NEEDED FOR ALL WALL MOUNTED ITEMS. GENERAL REFLECTIVE CEILING NOTES 1. ALL CEILING ELEVATIONS IDENTIFIED DENOTE HEIGHT ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. 2. REFER TO MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION, AND TECHNOLOGY DRAWINGS FOR CEILING MOUNTED EQUIPMENT AND COMPONENTS NOT IDENTIFIED ON ARCHITECTURAL DRAWINGS. 3. IN AREAS WITH NO FINISHED CEILING SYSTEM REFER TO ELECTRICAL DRAWINGS FOR LUMINARIES AND SPACING. 4. REFER TO FINISH PLANS FOR ADDITIONAL INFORMATION REGARDING: A.PAINTING OF CEILING COMPONENTS; B.SUSPENDED ACOUSTICAL TILE CEILING SYSTEM TYPES TO BE PROVIDED; C.CEILING HUNG WINDOW TREATMENTS 5. PRIOR TO BEGINNING ANY WORK, NOTIFY THE ARCHITECT IF EXISTING CONDITIONS PREVENT NEW CEILING SYSTEMS FROM BEING INSTALLED AS DRAWN AND NOTED. 6. PRIOR TO BEGINNING ANY WORK, NOTIFY THE ARCHITECT IF QUANTITY AND/OR SPACING OF LIGHT FIXTURES ON ELECTRICAL DRAWINGS DOES NOT MATCH QUANTITY AND/OR SPACING OF LIGHT FIXTURES ON ARCHITECTURAL DRAWINGS. 7. LIGHT FIXTURES IN CORRIDORS ARE TO BE CENTERED IN THE WIDTH OF THE CORRIDOR UNLESS NOTED OTHERWISE. 8. ALL CEILING TILES SHALL BE TYPE 1 UNLESS NOTED OTHERWISE: A.PROVIDE TYPE 2 CEILING TILES IN TOILET ROOMS. 9. PAINT ALL GYPSUM CEILINGS 11. PATCHING, REPAIRING, AND REFINISHING WORK SHALL BE PERFORMED BY THOSE REGULARLY INVOLVED IN THAT TRADE AND SHALL MATCH THE EXISTING ADJACENT CONSTRUCTION AS CLOSELY AS POSSIBLE IN MATERIAL, FINISH, COLOR, TEXTURE AND SHEEN. REFER TO THE CONTRACT DRAWINGS FOR EXISTING BUILDING CONSTRUCTION TO REMAIN. 12. TRADE CONTRACTORS SHALL PROTECT THEIR WORK AND EXISTING CONSTRUCTION, FINISHES, AND EQUIPMENT TO REMAIN TO PREVENT DAMAGE. ANY WORK AND/OR EXISTING FINISHES TO REMAIN DAMAGED DURING THE REMOVAL OF EXISTING WORK OR THE INSTALLATION OF NEW WORK SHALL BE REPAIRED, REPLACED, AND REFINISHED BY THE RESPONSIBLE TRADE CONTRACTOR TO MATCH THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER AND TO THE SATISFACTION OF THE OWNER AND ARCHITECT. 13. THE ARCHITECT SHALL REVIEW AND APPROVE LOCATIONS FOR ALL JUNCTION BOXES AND RACEWAYS PRIOR TO INSTALLATION OF WIRING / CABLING. 14. EXISTING SITE FEATURES, MATERIALS, AMENITIES, LANDSCAPING, ETC. DAMAGED BY CONSTRUCTION OPERATIONS SHALL BE RESTORED, REPAIRED, OR REPLACED BY THE RESPONSIBLE TRADE CONTRACTOR(S) AT NO ADDITIONAL COST TO THE OWNER AND TO THE SATISFACTION OF THE OWNER AND ARCHITECT. 15. CONTRACTOR SHALL COORDINATE THE WORK WITH ALL PARTIES INVOLVED SO THAT THE CONSTRUCTION CAN PROCEED SMOOTHLY, WITHOUT TRADE INTERFERENCE OR WASTE OF TIME AND MATERIAL. 16. WARNING: ASBESTOS-CONTAINING BUILDING MATERIALS ARE OR MAY BE PRESENT IN THIS BUILDING. AN ASBESTOS MANAGEMENT PLAN IS AVAILABLE IN THE SCHOOL FOR REVIEW UPON REQUEST. NO PERSON MAY DISTURB ASBESTOS-CONTAINING MATERIALS UNLESS THAT PERSON IS A LICENSED ASBESTOS WORKER OR CONDUCTS SUCH WORK IN ACCORDANCE WITH SPECIFICATIONS(S) CONTAINED IN THE PROJECT DOCUMENTS AND IN COMPLIANCE WITH ILLINOIS DEPARTMENT OF HEALTH RULES AND REGULATIONS. MATERIAL PATTERN LEGEND BRICK CONCRETE MASONRY UNIT / BLOCK CONCRETE GRAVEL EARTH - UNDISTURBED SPRAY FOAM INSULATION GYPSUM BOARD GROUT ALUMINUM STEEL BRICK CONCRETE MASONRY UNIT / BLOCK CONCRETE GYPSUM BOARD CUT PATTERNS SURFACE PATTERNS RIGID INSULATION METAL MESH RUBBER TACTILE WARNING PAD PLYWOOD SOLID SURFACE PLASTIC LAMINATE EARTH -TOP SOIL / BACKFILL LINE TYPES BEYOND CENTER, GRID DEMOLITION EXISTING (HALFTONE) HIDDEN MATCHLINE NEW (CUT) NEW (PROJECTION) OVERHEAD DRAWING TITLE KEY SCALE VIEW NAME DRAWING NUMBER REFERRING SHEET - WHEN APPLICABLE NORTH ARROW - WHEN APPLICABLE VIEW NAME 1/8" = 1'-0"1 A-101 REVISIONS DATE SIGNATURE 211 2 3 4 5 6 7 8 9 10 11 12 13 14 15 17 18 19 2016 Q P N M L K J H G F E C B A D ARCHITECT www.legat.com Legat Architects, Inc. PROJECT NUMBER DATE OF ISSUE DRAWN BY REVIEWED BY HC PRIVATE CAPITAL KEETOWN LOOP - F4 2980 Grand Prairie Parway Waukee, Iowa 50263 225027.00 02/21/2025 CS JH G-201 SYMBOLS AND PROJECT GENERAL NOTES S.P. RESUBMITTAL #3 119 1/2 East College St. Iowa City, IA 52240 P: 319.450.0510 NO. DESCRIPTION DATE FD BUILDING & WALL SECTION TAG WALL TYPE - REFER TO A-601 FOR WALL TYPES DOOR NUMBER - REFER TO A-601 FOR DOOR AND FRAME SCHEDULE INTERIOR ELEVATION TAG FLOOR PLAN LEGEND COLUMN TAG AND COLUMN CENTERLINE SEMI-RECESSED FIRE EXTINGUISHER AND CABINET FEC DETAIL SECTION TAG EXTERIOR ELEVATION TAG STOREFRONT, CURTAIN WALL, AND WINDOW ELEVATION FLOOR DRAIN RECESSED FIRE EXTINGUISHER AND CABINET FEC 101 0 AREA NOT IN CONTRACT A101 1 Re f A101 A101 1 Re f 1 Re f S3FA 1 A101 SIM 1 A101 SIM N###NEW WORK NOTE ROOM NAMEROOM NAME 101 ROOM NUMBER 13 ' - 0 " A-101 2 N003 N004 N005 N006 N004 N005 N004 N005 41 7 A F H K 113 SF MECH. 103 SUITE 101 SUITE 102 SUITE 100 1,641 SF 1,593 SF 2,600 SF A-501 1 A-501 3 1 A-311 2 A-311 3 A-311 4 A-311 4 3 / 4 " 1' - 8 1 / 8 " 33 ' - 3 " 4' - 1 5 / 8 " 24 ' - 6 " 15 ' - 4 5 / 8 " 9' - 3 1 / 8 " 4 3 / 4 " 100A 9 1 / 8 " 9' - 3 1 / 8 " 15 ' - 4 5 / 8 " 2' - 1 3 / 8 " 14 ' - 0 " 8' - 4 5 / 8 " 2' - 1 3 / 8 " 36 ' - 1 1 3 / 8 " 4 3 / 4 " 4 3/4"4'-1 1/2"45'-6"13'-10 1/4"9 1/8" 12'-1 3/4"35'-9 1/4"15'-0" 28 ' - 5 3 / 4 " 10 ' - 0 1 / 4 " N008 S6FAR S6FAR A-2022 A-202 4 A-202 3 A-202 1 102A 9'-6" 100B 103 101B 102B N008 N008 10 ' - 1 1 " A-201 1 A-201 4 A-2012 A-201 3 A-501 2 N009 5 A-311 A-501 2 A-501 1 A-501 1 A-501 1 A-501 2 A-501 2 A-501 3 A-501 1 A-501 1 A-501 5 A-501 6 A-601 7 A-601 8 A-6019 A-601 10 N010 65'-0" 101A N011 10 1/2" 10 1 / 2 " B C E 2 1'-2 1/8"25'-5" G J 3 A-101 A-101 4 D 3 5 6 N001 N002 N007 7 F MECH. 103 SUITE 100 SUITE 101 103 100B S6FAR FE N011 S6FAR 1' - 9 " 41 A F 5' - 4 " 10 ' - 6 " 10 ' - 6 " 15 ' - 0 " 14'-0 1/8"10'-6"7'-0 7/8"EQ.EQ.4'-0 5/16" RECESSED DOWNLIGHT LIGHTING FIXTURE GYP 8'-0" CANOPY 11'-4" B C E 2 5'-0" A-101 5 BEVEL TO 45 DEGREES 2X WOOD BLOCKING GALV. WD. DECK SCREW FASTENER 2 PER EVERY 3-1/2" 2 X 4 -2 SCREW FASTENERS 2 X 6 -3 SCREW FASTENERS 2 X 8 -4 SCREW FASTENERS 4 5 .0 0 ° EX: REVISIONS DATE SIGNATURE 211 2 3 4 5 6 7 8 9 10 11 12 13 14 15 17 18 19 2016 Q P N M L K J H G F E C B A D ARCHITECT www.legat.com Legat Architects, Inc. PROJECT NUMBER DATE OF ISSUE DRAWN BY REVIEWED BY HC PRIVATE CAPITAL KEETOWN LOOP - F4 2980 Grand Prairie Parway Waukee, Iowa 50263 225027.00 02/21/2025 CS JH A-101 FIRST FLOOR PLAN S.P. RESUBMITTAL #3 119 1/2 East College St. Iowa City, IA 52240 P: 319.450.0510 ARCHITECTURAL PLAN NOTES NOTE DESCRIPTION N001 ROOF ACCESS HATCH AND METAL LADDER. N002 PROVIDE 400-AMP, 208 VOLT, THREE-PHASE ELECTRICAL SERVICE TO TWO PANEL(S). N003 PROVIDE GAS SERVICE - 950,000 BTUs IN ADDITION TO RTU REQUIREMENTS. N004 PROVIDE 4" SANITARY SEWER LINE STUBBED IN AT THE REAR OF EACH SUITE. N005 PROVIDE MIN. 1" DOMESTIC WATERLINE STUBBED IN AT REAR OF EACH SUITE - SIZED TO ACCOMODATE MIN. 67.5 GPM AT 45 PSI RESIDUAL PRESSURE. N006 PROVIDE GREASE INTERCEPTOR AS REQUIRED. N007 HIGH-SPEED, DIGITAL COMMERCIAL COMMUNICATIONS AS REQUIRED. OWNER PROVIDED. N008 HATCH PATTERN INDICATES SECTION OF CONCRETE SLAB TO BE POURED AFTER TENANTS UNDERGROUDN UTILITEIS ARE IN PLACE. N009 PROPOSED LOCATION FOR UTILITY SERVICE METERS. N010 PROPOSED LOCATION FOR FIRE DEPARTMENT CONNECTION. N011 STORM LINE DOWN FROM ROOF DRAIN ON ROOF. REFER TO AR101 FOR MORE DETAIL. 1/8" = 1'-0"1 FIRST FLOOR PLAN 1/4" = 1'-0"A-1012ENLARGED FLOOR PLAN - MECH. 202 1/8" = 1'-0" A-101 4 CANOPY LIGHTING FIXTURE RCP NO. DESCRIPTION DATE 1 1/2" = 1'-0" A-101 3 Section 16 6" = 1'-0" A-101 5 TYP. MITERED WOOD BLOCKING DETAIL FD BUILDING & WALL SECTION TAG WALL TYPE - REFER TO A-601 FOR WALL TYPES DOOR NUMBER - REFER TO A-601 FOR DOOR AND FRAME SCHEDULE INTERIOR ELEVATION TAG FLOOR PLAN LEGEND COLUMN TAG AND COLUMN CENTERLINE SEMI-RECESSED FIRE EXTINGUISHER AND CABINET FEC DETAIL SECTION TAG EXTERIOR ELEVATION TAG STOREFRONT, CURTAIN WALL, AND WINDOW ELEVATION FLOOR DRAIN RECESSED FIRE EXTINGUISHER AND CABINET FEC 101 0 AREA NOT IN CONTRACT A101 1 Re f A101 A101 1 Re f 1 Re f S3FA 1 A101 SIM 1 A101 SIM N###NEW WORK NOTE ROOM NAMEROOM NAME 101 ROOM NUMBER CELL VENTS SPACED @ 24" O.C. MODULAR FACE BRICK -TYPICAL AIR SPACE CELL VENTS SPACED @ 24" O.C. HORIZONTALLY BOTH SIDE CAST STONE COPING w/ CONTINUOUS DRIP EDGE ON BOTH SIDES -SHIM AS REQUIRED BOND BEAM RAKE BACK JOINT AND PROVIDE CONTINUOUS BACKER ROD AND SEALANT AT THE JOINT BEYOND MASONRY JOINT REINFORCEMENT -SEE SPECIFICATIONS CONTINUOUS STAINLESS STEEL COUNTERFLASHING W/ DRIP EDGE 7 5/8"1 3/4"3 5/8" 1 1/2"1 1/2" 2" 2" 2"1'-0"2" MODULAR FACE BRICK -TYPICAL AIR SPACE 8" CONCRETE MASONRY UNIT -TYPICAL CAVITY DRAINAGE MESH CONTINUOUS STAINLESS STEEL FLAT FLUSH DRIP EDGE SET IN 2 BEAD OF CONTINUOUS SEALANT CAST IN PLACE PCC PAVING -SEE CIVIL CELL VENTS SPACED @ 24" O.C. CONTINUOUS TERMINATION BAR w/ SEALANT CONTINUOUS SELF ADHERED THROUGH WALL FLASHING - EXTEND UP BEHIND TERMINATION BAR HORIZONTAL JOINT REINFORCEMENT CAST-IN-PLACE CONCRETE FOUNDATION -SEE STRUCTURAL 7 5/8"1 3/4"3 5/8" GRADE -SLOPE AWAY FROM FOUNDATION, SEE CIVIL COMPACTED AGGREGATE -SEE CIVIL SUBGRADE -SEE CIVIL 8" 4" 100 LEVEL 100'-0" 4 A-102 6' - 8 " 4" CAST STONE CAP, SLOPED TO PROMOTE DRAINAGE MODULAR FACE BRICK VENEER 100 LEVEL 100'-0" 4" 6' - 8 " MIN. 10'-6" OPENING MIN. 10'-6" OPENING CAST STONE CAP, SLOPED TO PROMOTE DRAINAGE MODULAR FACE BRICK VENEER STAINLESS STEEL GATE -PAINTED BLACK W/ WOOD SLATS, COLOR TO MATCH WOOD PANEL ON BUILDING -REFER TO A-202 24'-0" 10 ' - 0 " A-102 2 EQ EQ A-1023 100 LEVEL 100'-0" T/ BRICK 106'-8" T/ STONE 107'-0" CAST STONE CAP, SLOPED TO PROMOTE DRAINAGE A-102 6 A-102 5 3-5/8" MODULAR FACE BRICK W/ MASONRY ANCHORS, TYP. 8" CONCRETE MASONRY UNIT, TYP. 1'-1" 7' - 0 " RE F E R T O S T R U C T U R A L 100 LEVEL 100'-0" T/ BRICK 106'-8" T/ STONE 107'-0" CAST STONE CAP, SLOPED TO PROMOTE DRAINAGE MODULAR FACE BRICK VENEER 100 LEVEL 100'-0" T/ BRICK 106'-8" T/ STONE 107'-0" CAST STONE CAP, SLOPED TO PROMOTE DRAINAGE MODULAR FACE BRICK VENEER STAINLESS STEEL GATE -PAINTED BLACK W/ WOOD SLATS, COLOR TO MATCH WOOD PANEL ON BUILDING - REFER TO A-202 REVISIONS DATE SIGNATURE 211 2 3 4 5 6 7 8 9 10 11 12 13 14 15 17 18 19 2016 Q P N M L K J H G F E C B A D ARCHITECT www.legat.com Legat Architects, Inc. PROJECT NUMBER DATE OF ISSUE DRAWN BY REVIEWED BY HC PRIVATE CAPITAL KEETOWN LOOP - F4 2980 Grand Prairie Parway Waukee, Iowa 50263 225027.00 02/21/2025 CS JH A-102 DUMPSTER ENCLOSURE PLAN, ELEVATION AND DETAILS S.P. RESUBMITTAL #3 119 1/2 East College St. Iowa City, IA 52240 P: 319.450.0510 1/8" = 1'-0" A-102 1 DUMPSTER ENCLOSURE PLAN 1/8" = 1'-0" A-102 2 ELEVATION - DUMPSTER ENCLOSURE 1/8" = 1'-0" A-102 3 ELEVATION - DUMPSTER ENCLOSURE 3/8" = 1'-0" A-102 4 WALL SECTION - DUMPSTER ENCLOSURE 3" = 1'-0" A-102 5 TYPICAL BRICK FOUNDATION DETAIL 3" = 1'-0" A-102 6 TYPICAL BRICK COPING DETAIL NO. DESCRIPTION DATE ARCHITECTURAL PLAN NOTES NOTE DESCRIPTION N001 ROOF ACCESS HATCH AND METAL LADDER. N002 PROVIDE 400-AMP, 208 VOLT, THREE-PHASE ELECTRICAL SERVICE TO TWO PANEL(S). N003 PROVIDE GAS SERVICE - 950,000 BTUs IN ADDITION TO RTU REQUIREMENTS. N004 PROVIDE 4" SANITARY SEWER LINE STUBBED IN AT THE REAR OF EACH SUITE. N005 PROVIDE MIN. 1" DOMESTIC WATERLINE STUBBED IN AT REAR OF EACH SUITE - SIZED TO ACCOMODATE MIN. 67.5 GPM AT 45 PSI RESIDUAL PRESSURE. N006 PROVIDE GREASE INTERCEPTOR AS REQUIRED. N007 HIGH-SPEED, DIGITAL COMMERCIAL COMMUNICATIONS AS REQUIRED. OWNER PROVIDED. N008 HATCH PATTERN INDICATES SECTION OF CONCRETE SLAB TO BE POURED AFTER TENANTS UNDERGROUDN UTILITEIS ARE IN PLACE. N009 PROPOSED LOCATION FOR UTILITY SERVICE METERS. N010 PROPOSED LOCATION FOR FIRE DEPARTMENT CONNECTION. N011 STORM LINE DOWN FROM ROOF DRAIN ON ROOF. REFER TO AR101 FOR MORE DETAIL. 3/8" = 1'-0"7 ELEVATION - DUMPSTER ENCLOSURE 3/8" = 1'-0"8 ELEVATION - DUMPSTER ENCLOSURE RD RD VP RD GENERAL ROOF NOTES 1. ALL INSULATION JOINTS, HORIZONTAL AND VERTICAL, ARE TO BE STAGGERED. 2. ALL INSULATION JOINTS GREATER THAN 1/4" ARE TO BE FILLED W/ INSULATION STRIPS. 3. ALL ROOF PENETRATIONS, INCLUDING VENT STACKS, ROOF CURBS, AND PIPE SUPPORT CURBS ARE TO BE A MINIMUM OF 8" ABOVE THE ROOF MEMBRANE SURFACE. 4. FIELD VERIFY ALL CONDITIONS PRIOR TO SUBMITTING SHOP DRAWINGS INCLUDING TAPERED INSULATION DRAWINGS W/ ALL DRAIN LOCATIONS. 5. ALL COUNTERFLASHING, COPING, AND MISC. METAL FLASHING PIECES ARE TO HAVE SEALANT APPLIED AT THEIR END CONDITIONS. 6. ALL EXPOSED FASTENERS TO BE CORROSION RESISTIVE, HAVE NEOPRENE WASHERS, AND BE COVERED W/ SEALANT FOLLOWING ARCHITECT'S APPROVAL. 7. APPLY MEMBRANE MANUFACTURER'S SEALANT OVER FASTENER HEADS AT BASE FLASHING SECUREMENT. 8. DRAINS TO BE FLASHED AS PER MANUFACTURER'S SPECIFICATIONS. 9. PROVIDE COUNTERFLASHING FOR ALL VERTICAL FLANGES ON ENDWALL FLASHING PIECES. 10. SCREW FASTENERS FOR INSULATION ARE TO BE INSTALLED THROUGH TOP FLUTES OF METAL DECK ONLY. 11. ALL WOOD BLOCKING TO BE MITERED AND SCREWED, UNLESS NOTED OTHERWISE. 12. ALL COPING JOINTS TO ALIGN WITH CENTER OF METAL PANEL JOINTS AND MULLIONS, UNLESS NOTED OTHERWISE. 13. REFER TO "ROOF PLAN LEGEND" ON SHEET AR-101 ROOF PLAN FLASHING NOTES 1. ALL FLASHING FLANGES ARE TO BE SET IN SEALANT. 2. ISOMETRIC DRAWINGS ARE DIAGRAMMATIC. 3. FOLLOWING INSTALLATION OF THE FLASHING, APPLY SEALANT TO ALL EXPOSED LEADING EDGES. 4. ALL SCREW ANCHOR LOCATIONS TO HAVE PRE-DRILLED 5/16" PILOT HOLES. 5. NON-EXPOSED SCREW ANCHORS INTO WOOD TO BE NO. 14 X 1-1/2 LONG 18-8 AUSTENITIC STAINLESS STEEL TYPE 304 (PAINT)SCREW. 6. EXPOSED SCREW ANCHORS INTO WOOD TO BE NO. 14 X 1-1/2 LONG 18-8 AUSTENITIC STAINLESS STEEL TYPE 304 PAINT SCREW. 7. NON-EXPOSED SCREW ANCHORS INTO MASONRY ARE TO BE 1-1/4" X 3/16" STAINLESS STEEL SELF TAPPING SCREW FASTENERS. 8. EXPOSED SCREW ANCHORS INTO MASONRY ARE TO BE 1-1/4" X 3/16" STAINLESS STEEL SELF TAPPING SCREW FASTENERS WITH CLIMASEAL CORROSION RESISTIVE COATING AND NEOPRENE WASHERS. 9. EXPOSED SCREW FASTENERS INTO SHEET METAL TO BE 3/4" X 1/4" TEKS 1 WITH NEOPRENE WASHERS. 10. FIELD VERIFY ALL CONDITIONS PRIOR TO FABRICATION. 11. ALL EXPOSED SCREW FASTENERS ARE TO BE COVERED WITH SEALANT UNLESS NOTED OTHERWISE. ROOF CONSTRUCTION NOTES 1. INSTALL 1/2" PLYWOOD SHEATHING. 2. INSTALL TEMPORARY ROOF / VAPOR BARRIER. WRAP OVER PARAPET. 3. INSTALL TWO LAYERS OF 3" RIGID POLYISOCYANURATE INSULATION (R34 AVERAGE MINIMUM), STAGGER JOINTS, SET IN INSULATION ADHESIVE. 4. INSTALL TAPERED RIGID INSULATION AND SADDLES, SET IN INSULATION ADHESIVE. 5. INSTALL COVER BOARD, SET IN INSULATION ADHESIVE. 6. INSTALL FULLY-ADHERED SINGLE-PLY MEMBRANE ROOFING. 7. INSTALL WALKWAY PADS. COORDINATE LOCATIONS WITH THE OWNER. 8. INSTALL PREFINISHED METAL COPINGS, COUNTERFLASHINGS ROOF AREA: 1, 2, 3 (5,380 SF) WOOD TRUSS 41 7 A F H K 5 AR101 ROOF AREA: 1 1,535 SF ROOF AREA: 2 868 SF ROOF AREA: 3 2,976 SF MECHAINCAL ROOFTOP UNIT SCREEN SYSTEM -REFER TO A-202 AR101 3 AR101 3 1 A-503 2 A-503 B C E 2 G J D 3 5 6 ROOF PLAN LEGEND VENT PIPE ROOF PENETRATION METAL COPING AND JOINT -REFER TO DETAILS 5/A-521 (HORIZONTAL) AND 6/A-521 (VERTICAL) TOTAL HEIGHT OF INSULATION IN INCHES NOT INCLUDING COVER BOARD AREA OF 1/2" PER FOOT TAPERED INSULATION AREA OF 1/4" PER FOOT TAPERED INSULATION DS DOWNSPOUT # AREA OF SLOPED STRUCTURE AREA OF TAPERED INSULATION ROOF DRAIN 4' - 0 " 4' - 0 " 8' - 0 " NOTES: 1. SLIGHTLY BEVEL TOP EDGE OF BASE INSULATION & INSERT UNDER DRAIN, EXTENSION RING. TIGHTEN EXTENSION RING SO THAT TOP OF SAME IS FLUSH W/ TOP OF BASE INSULATION. 2. CUT TAPERED INSULATION PERPENDICULAR TO DRAIN CLAMPING RING -DO NOT BEVEL. 3. IF FIELD SEAM IS WITHIN 12" OF COMPRESSION RING, SPM TARGET PATCH IS REQUIRED. 4. OVERFLOW ROOF DRAIN FLASHING NOT NOTATED FOR CLARITY -IDENTICAL TO PRIMARY ROOF DRAIN FLASHING ROOF SYSTEM -SAW CUT AS NECESSARY TO INSTALL SUMP PAN METAL SUMP RECEIVER CAST IRON ROOF DRAIN -PROVIDE EXTENSION RINGS AS NECESSARY TO ACCOUNT FOR INSULATION HEIGHT CAST IRON ROOF DRAIN DOME CAST IRON FLASHING CLAMP RING AND BOLTS CONT. WATER CUT-OFF MASTIC BETWEEN SPM AND COMPRESSION RING 1" : 48" MAX TAPER AT SUMP VAPOR RETARDER FLASHING TARGET SHEET, MIN. 24" AROUND DRAIN OPENING CONT LAP SEALANT -ENTIRE PERIMETER OF TARGET PATCH FLASHING TARGET PATCH FULLY ADHERED SINGLE-PLY FIELD MEMBRANE STORM PIPE TO TRANSITION TO DOWNSPOUT BELOW SOFFIT 4' - 0" TYP IN S U L A T I O N 4" M I N REFER TO ROOF CONSTRUCTION NOTES FOR ROOF COMPOSITION SPRAY FOAM INSULATION END OF TAPERED PIECE ROOF-TOP PIPING -MODIFY AS NECESSARY TO ATTAIN MINIMUM CLEARANCE NOTE: 1. RUBBER WALKWAY PADS TO BE CUT 12" X 12" FROM A 2'-0" 2'-0" PAD PIPE SUPPORT CURB -STACK IF NECESSARY TO LEVEL PIPE. SCREW FASTEN TO WALKWAY PAD 12" X 12" X 2" THICK RUBBER WALKWAY PAD SPM SACRIFICIAL SHEET -CUT TO SIZE 4" M I N NOTE: 1. PIPE SUPPORTS TO BE SPACED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS FOR GIVEN WEIGHT PER PIPESTAND 2. FOR PIPES NOT EXCEEDING 2" O/D NEW ROOF SYSTEM -REFER TO ROOF CONSTRUCTION NOTES LINE OF WALL 18" HIGH, FULLY LINED AND INSULATED ROOF HATCH W/ CAP FLASHING NEW LADDER, EXTEND LADDER UP TO BE WITHIN 6" OF HATCH COVER PREFINISHED METAL LINER. INSTALL PRIOR TO SCUTTLE REFER TO ROOF CONSTRUCTION NOTES FOR ROOF COMPOSITION FULLY ADHERED SPM ROOFING SYSTEM NOTES: 1. CONTRACTOR TO INSTALL PREFINISHED METAL LINER PRIOR TO ROOF SCUTTLE INSTALLATION. 2. FASTENERS USED TO SECURE BASE FLASHING ARE NOT TO PENETRATE THE INNER SIDE OF THE ROOF SCUTTLE. IF SO, THE SCUTTLE IS TO BE REPLACED W/ NEW ROOF SCUTTLE 24" x 24" WALKWAY PAD AROUND HATCH 6" MIN 1' - 0 " T Y P FLASH HATCH PER MANUFACTURER'S REQUIREMENTS SPM FLASHING VAPOR RETARDER REVISIONS DATE SIGNATURE 211 2 3 4 5 6 7 8 9 10 11 12 13 14 15 17 18 19 2016 Q P N M L K J H G F E C B A D ARCHITECT www.legat.com Legat Architects, Inc. PROJECT NUMBER DATE OF ISSUE DRAWN BY REVIEWED BY HC PRIVATE CAPITAL KEETOWN LOOP - F4 2980 Grand Prairie Parway Waukee, Iowa 50263 225027.00 02/21/2025 CS JH AR101 ROOF PLAN S.P. RESUBMITTAL #3 119 1/2 East College St. Iowa City, IA 52240 P: 319.450.0510 1/8" = 1'-0"1 ROOF PLAN 1/2" = 1'-0"AR1013ROOF PENETRATION - ROOF DRAIN PAN 1 1/2" = 1'-0"4 ROOF PENETRATION - ROOF DRAIN NO. DESCRIPTION DATE 1 1/2" = 1'-0"2 PIPE SUPPORT < 2" OUTSIDE DIAMETER 3" = 1'-0" AR101 5 CURB - ROOF HATCH 100 LEVEL 100'-0" T/ TRUSSES 116'-6" T/ PARAPET 120'-6" TRUSS BRG 114'-6" A F H K T/ SIGN 132'-0" ATTACHED WALL SIGN 11 ' - 4 " 6' - 8 " 2' - 6 " 11 ' - 6 " FIBER CEMENT BOARD CLADDING ALUMINUM STOREFRONT GLAZING SYSTEM FIBER CEMENT BOARD CLADDED CANOPY 89'-8 3/4" 3'-10 3/4"37'-5 1/4"52'-3 1/2" 24'-9 1/4"17'-6"10'-0 1/4" SIMULATED WOOD SUN SLATES PROPOSED FDC MECHANICAL SCREEN SYSTEM BRICK VENEER PROPOSED WALL PACK T/OPENING 111'-4" B C E G JD 100 LEVEL 100'-0" T/ TRUSSES 116'-6" T/ PARAPET 120'-6" TRUSS BRG 114'-6" 4 17 2' - 8 " 8' - 8 " 1' - 0 " T/ SIGN 132'-0" DRIVE-THRU WINDOW ATTACHED WALL SIGN BRICK VENEER FIBER CEMENT BOARD CLADDING ALUMINUM STOREFRONT GLAZING SYSTEM FIBER CEMENT BOARD CLADDED CANOPY FIBER CEMENT BOARD CLADDING SIMULATED WOOD SUN SLATES MECHANICAL SCREEN SYSTEM 64'-7 5/8" 11'-6"4'-11 3/4"33'-4 1/8"4'-0 5/16"27'-3 3/16" 13'-9 25/32"13'-5 13/32" PROPOSED WALL PACK T/OPENING 111'-4" 2356 100 LEVEL 100'-0" T/ TRUSSES 116'-6" T/ PARAPET 120'-6" TRUSS BRG 114'-6" AFHK T/ SIGN 132'-0" 18 ' - 0 " 2' - 6 " ATTACHED WALL SIGN FIBER CEMENT BOARD CLADDED CANOPY BRICK VENEER ALUMINUM STOREFRONT GLAZING SYSTEM 8'-2 1/4"56'-1"25'-5 1/2" 10'-0 1/4"17'-6"14'-0"10'-6"37'-8 1/2" 2' - 8 " 8' - 8 " SIMULATED WOOD SUN SLATESPROPOSED UTILITY SERVICE METERS FIBER CEMENT BOARD CLADDING PROPOSED WALL PACK MECHANICAL SCREEN SYSTEM T/OPENING 111'-4" BCEGJD 100 LEVEL 100'-0" T/ TRUSSES 116'-6" T/ PARAPET 120'-6" TRUSS BRG 114'-6" 1 7 T/ SIGN 132'-0" 8' - 8 " 2' - 8 " 65'-0" 2' - 6 " 6' - 8 " 11 ' - 4 " 50'-4 5/8"14'-7 3/8" 16'-1 15/16"16'-2 13/16"16'-2 13/16"16'-4 7/16" FIBER CEMENT BOARD CLADDING BRICK VENEER ALUMINUM STOREFRONT GLAZING SYSTEM ATTACHED WALL SIGN SIMULATED WOOD SUN SLATES MECHANICAL SCREEN SYSTEM PROPOSED WALL PACK T/OPENING 111'-4" 2 3 5 6 ELEVATION GENERAL NOTES 1. ALL SIGNAGE IS SUBJECT TO SEPARATE REVIEW AND APPROVAL OF A SIGN PERMIT. REVISIONS DATE SIGNATURE 211 2 3 4 5 6 7 8 9 10 11 12 13 14 15 17 18 19 2016 Q P N M L K J H G F E C B A D ARCHITECT www.legat.com Legat Architects, Inc. PROJECT NUMBER DATE OF ISSUE DRAWN BY REVIEWED BY HC PRIVATE CAPITAL KEETOWN LOOP - F4 2980 Grand Prairie Parway Waukee, Iowa 50263 225027.00 02/21/2025 CS JH A-201 EXTERIOR BUILDING ELEVATIONS S.P. RESUBMITTAL #3 119 1/2 East College St. Iowa City, IA 52240 P: 319.450.0510 1/8" = 1'-0" A-101 1 ELEVATION - WEST 1/8" = 1'-0" A-101 4 ELEVATION - NORTH 1/8" = 1'-0" A-101 2 ELEVATION - EAST 1/8" = 1'-0" A-101 3 ELEVATION - SOUTH NO. DESCRIPTION DATE 100 LEVEL 100'-0" T/ TRUSSES 116'-6" T/ PARAPET 120'-6" TRUSS BRG 114'-6" T/ SIGN 132'-0" 11 ' - 4 " 11 ' - 4 " 6' - 8 " 2' - 6 " 11 ' - 6 " BRICK VENEER FIBER CEMENT BOARD CLADDING ALUMINUM STOREFRONT GLAZING SYSTEM PROPOSED WALL PACK FIBER CEMENT BOARD CLADDED CANOPY 89'-8 3/4" 3'-10 3/4"37'-5 1/4"52'-3 1/2" 24'-9 1/4"17'-6"10'-0 1/4" SIMULATED WOOD SUN SLATES MECHANICAL SCREEN SYSTEM PROPOSED FDC ATTACHED WALL SIGN T/OPENING 111'-4" B C E G JD 100 LEVEL 100'-0" T/ TRUSSES 116'-6" T/ PARAPET 120'-6" TRUSS BRG 114'-6" AFHK T/ SIGN 132'-0" 18 ' - 0 " 2' - 6 " 89'-8 3/4" ATTACHED WALL SIGN FIBER CEMENT BOARD CLADDING FIBER CEMENT BOARD CLADDED CANOPY BRICK VENEER 64'-3 1/4"25'-5 1/2" 10'-0 1/4"17'-6"14'-0"10'-6"37'-8 1/2" 2' - 8 " 8' - 8 " MECHANICAL SCREEN SYSTEM PROPOSED WALL PACK ALUMINUM STOREFRONT GLAZING SYSTEM SIMULATED WOOD SUN SLATESPROPOSED UTILITY SERVICE METERS T/OPENING 111'-4" BCEGJD 100 LEVEL 100'-0" T/ TRUSSES 116'-6" T/ PARAPET 120'-6" TRUSS BRG 114'-6" 4 17 T/ SIGN 132'-0" 2' - 8 " 8' - 8 " DRIVE-THRU WINDOW ATTACHED WALL SIGN 64'-7 5/8" 11'-6"4'-11 3/4"33'-4 1/8"4'-0 5/16"27'-3 3/16" 13'-9 25/32"13'-5 13/32" BRICK VENEER FIBER CEMENT BOARD CLADDING ALUMINUM STOREFRONT GLAZING SYSTEM FIBER CEMENT BOARD CLADDED CANOPY FIBER CEMENT BOARD CLADDING SIMULATED WOOD SUN SLATES MECHANICAL SCREEN SYSTEM PROPOSED WALL PACK T/OPENING 111'-4" 2356 100 LEVEL 100'-0" T/ TRUSSES 116'-6" T/ PARAPET 120'-6" TRUSS BRG 114'-6" 41 7 T/ SIGN 132'-0" 8' - 8 " 2' - 8 " 65'-0" 2' - 6 " 6' - 8 " 11 ' - 4 " 50'-4 5/8"14'-7 3/8" 16'-1 15/16"16'-2 13/16"16'-2 13/16"16'-4 7/16" FIBER CEMENT BOARD CLADDING BRICK VENEER ALUMINUM STOREFRONT GLAZING SYSTEM SIMULATED WOOD SUN SLATES MECHANICAL SCREEN SYSTEM PROPOSED WALL PACK ATTACHED WALL SIGN T/OPENING 111'-4" 2 3 5 6 MATERIAL PERCENTAGES LEGEND NORTH FACADE MATERIAL PERCENTAGEAREA (SF) BRICK VENEER CEMENT BOARD WOOD CLADDING GLAZING TOTAL 14% 65% 5% 16% 100% 180 876 62 215 1,333 EAST FACADE MATERIAL PERCENTAGEAREA (SF) BRICK VENEER CEMENT BOARD WOOD CLADDING GLAZING TOTAL 18% 55% 0% 27% 100% 335 1020 0 490 1,845 SOUTH FACADE MATERIAL PERCENTAGEAREA (SF) BRICK VENEER CEMENT BOARD WOOD CLADDING GLAZING TOTAL 45% 25% 0% 30% 100% 602 333 0 398 1,333 WEST FACADE MATERIAL PERCENTAGEAREA (SF) BRICK VENEER CEMENT BOARD WOOD CLADDING GLAZING TOTAL 27% 32% 0% 41% 100% 495 600 0 750 1,845 TOTAL MATERIAL PERCENTAGEAREA (SF) BRICK VENEER CEMENT BOARD WOOD CLADDING GLAZING TOTAL 25% 45% 1% 29% 100% 1,612 2,829 62 1,853 6,356 ELEVATION MATERIALS LEGEND FIBER CEMENT BOARD - NICHIHA - VINTAGE WOOD - POPLAR FIBER CEMENT BOARD - NICHIHA - MIRAIA - SNOW BRICK VENEER - GLEN GARY - CARBON BLACK VELOUR W/ COLORED MORTAR ALUMINUM STOREFRONT GLAZING SYSTEM - 1" INSULATED GLAZING - BLACK ANODIZED FRAME MECHANICAL ROOFTOP UNIT SCREEN SYSTEM - SOLID PANEL - WHITE SATIN - BASIS OF DESIGN - CITYSCAPES ARCHITECTURAL INNOVATIONS - ENVISOR - UNIT ATTACHED ELEVATION GENERAL NOTES 1. ALL SIGNAGE IS SUBJECT TO SEPARATE REVIEW AND APPROVAL OF A SIGN PERMIT. REVISIONS DATE SIGNATURE 211 2 3 4 5 6 7 8 9 10 11 12 13 14 15 17 18 19 2016 Q P N M L K J H G F E C B A D ARCHITECT www.legat.com Legat Architects, Inc. PROJECT NUMBER DATE OF ISSUE DRAWN BY REVIEWED BY HC PRIVATE CAPITAL KEETOWN LOOP - F4 2980 Grand Prairie Parway Waukee, Iowa 50263 225027.00 02/21/2025 Author Checker A-202 EXTERIOR BUILDING ELEVATIONS -COLOR S.P. RESUBMITTAL #3 119 1/2 East College St. Iowa City, IA 52240 P: 319.450.0510 1/8" = 1'-0" A-101 1 ELEVATION - WEST 1/8" = 1'-0" A-101 2 ELEVATION - EAST 1/8" = 1'-0" A-101 4 ELEVATION - NORTH 1/8" = 1'-0" A-101 3 ELEVATION - SOUTH NO. DESCRIPTION DATE 100 LEVEL 100'-0" T/ TRUSSES 116'-6" T/ PARAPET 120'-6" TRUSS BRG 114'-6" 1 A-502 1 A-502 2 A-502 3 11 ' - 4 " 5' - 1 1 3 / 8 " RE F E R T O S T R U C T U R A L RE F E R T O S T R U C T U R A L T/OPENING 111'-4" 100 LEVEL 100'-0" T/ TRUSSES 116'-6" T/ PARAPET 120'-6" TRUSS BRG 114'-6" A A-502 5 A-502 3 A-502 4 RE F E R T O S T R U C T U R A L 11 ' - 1 0 " 2' - 8 " RE F E R T O S T R U C T U R A L T/OPENING 111'-4" 100 LEVEL 100'-0" T/ TRUSSES 116'-6" T/ PARAPET 120'-6" TRUSS BRG 114'-6" K A-502 3 A-502 8 A-502 6 A-502 7 A-502 5 RE F E R T O S T R U C T U R A L 3' - 2 " 8' - 8 " 2' - 8 " RE F E R T O S T R U C T U R A L T/OPENING 111'-4" 100 LEVEL 100'-0" T/ TRUSSES 116'-6" T/ PARAPET 120'-6" TRUSS BRG 114'-6" 1 A-502 3 A-502 8 A-502 1 A-502 5 RE F E R T O S T R U C T U R A L 11 ' - 4 " 3' - 2 " RE F E R T O S T R U C T U R A L T/OPENING 111'-4" 100 LEVEL 100'-0" T/ TRUSSES 116'-6" T/ PARAPET 120'-6" TRUSS BRG 114'-6" 7 A-502 4 A-502 3 A-502 9 A-502 7 RE F E R T O S T R U C T U R A L 3' - 2 " 8' - 8 " 2' - 8 " RE F E R T O S T R U C T U R A L T/OPENING 111'-4" REVISIONS DATE SIGNATURE 211 2 3 4 5 6 7 8 9 10 11 12 13 14 15 17 18 19 2016 Q P N M L K J H G F E C B A D ARCHITECT www.legat.com Legat Architects, Inc. PROJECT NUMBER DATE OF ISSUE DRAWN BY REVIEWED BY HC PRIVATE CAPITAL KEETOWN LOOP - F4 2980 Grand Prairie Parway Waukee, Iowa 50263 225027.00 02/21/2025 CS JH A-311 WALL SECTIONS S.P. RESUBMITTAL #3 119 1/2 East College St. Iowa City, IA 52240 P: 319.450.0510 3/8" = 1'-0" A-101 1 WALL SECTION 3/8" = 1'-0" A-101 2 WALL SECTION 3/8" = 1'-0" A-101 3 WALL SECTION 3/8" = 1'-0" A-101 4 WALL SECTION 3/8" = 1'-0" A-101 5 WALL SECTION NO. DESCRIPTION DATE 4 3/8"1"4 1/2"2 5/8"1/2" 1/ 2 " 2 5 / 8 " 4 1 / 2 " 1" 4 3 / 8 " 1'-0 1/2" 5 3/8"4 1/2"2 5/8"1/2" 3 5/8"1 3/4"7 1/8" 1'-0 1/2" 5 3/8"4 1/2"1/4"2 3/8" 1'-0 1/2" 7 1/8"3/8"5/8"4 3/8" 1'-0 1/2" 4 3 / 8 " 1" 4 1 / 2 " 2 5 / 8 " 1/ 2 " REVISIONS DATE SIGNATURE 211 2 3 4 5 6 7 8 9 10 11 12 13 14 15 17 18 19 2016 Q P N M L K J H G F E C B A D ARCHITECT www.legat.com Legat Architects, Inc. PROJECT NUMBER DATE OF ISSUE DRAWN BY REVIEWED BY HC PRIVATE CAPITAL KEETOWN LOOP - F4 2980 Grand Prairie Parway Waukee, Iowa 50263 225027.00 02/21/2025 CS JH A-501 EXTERIOR DETAILS S.P. RESUBMITTAL #3 119 1/2 East College St. Iowa City, IA 52240 P: 319.450.0510 NO. DESCRIPTION DATE 3" = 1'-0" A-101 1 PLAN DETAIL 3" = 1'-0" A-101 2 PLAN DETAIL 3" = 1'-0" A-101 3 PLAN DETAIL 3" = 1'-0" A-101 5 PLAN DETAIL 3" = 1'-0" A-101 6 PLAN DETAIL 5 3/8"4 1/2"2 5/8" 5 3/8"4 1/2"2 5/8" 5"3/8"1"6 1/8" 3/8"1"6 1/8"2" 10 1/8" 1/ 4 " M I N . 3/8"5" 2"6 1/8"1"1 3/4"3 5/8" SEE STRUCTURAL 1'-1" 7 1/8"3/8"5" 1'-0 1/2" 2" M I N . 1/2" 7 1/8"3/8"5/8" 2 5/8"4 1/2"5 3/8" 7 1/8"1 3/4"3 5/8" 1'-0 1/2" 2 5/8"4 1/2"5 3/8" MODULAR FACE BRICK -TYPICAL AIR SPACE 2" RIGID INSULATION DASHED LINE INDICATES CONTINUOUS WEATHER BARRIER -TERMINATE AT FOUNDATION PER MANUFACTURERS RECOMMENDATION CAVITY DRAINAGE MESH CONTINUOUS TERMINATION BAR w/ SEALANT CONTINUOUS SELF ADHERED THROUGH WALL FLASHING -EXTEND BEHIND TERMINATION BAR 5/8" EXTERIOR GYPSUM SHEATHING CONTINUOUS BATT INSULATION (R-20 MIN) 5/8" GYPSUM BOARD 8 7/8"3 5/8" 1'-0 1/2" CONTINUOUS STAINLESS STEEL FLAT FLUSH DRIP EDGE SET IN 2 BEAD OF CONTINUOUS SEALANT CONCRETE FLOOR SLAB -SEE STRUCTURAL TAPERED INSULATION 15 MIL VAPOR BARRIER -TURN UP AT EDGE OF SLAB AND SEAL TO INSIDE FACE OF WALL WITH MANUFACTURER'S APPROVED FASTENING METHOD 2" RIGID INSULATION CELL VENTS SPACED @ 24" O.C. CONCRETE SIDEWALK -REFER TO CIVIL CONTINUOUS POURABLE EPOXY SEALANT OVER 1/2" EXPANSION MATERIAL CAST-IN-PLACE FOUNDATION WITH 1X12 FORMED REVEAL -SEE STRUCTURAL 1/ 4 " 1"4 1/2"2 5/8" 6 1/8"1"3/8"5/8" REVISIONS DATE SIGNATURE 211 2 3 4 5 6 7 8 9 10 11 12 13 14 15 17 18 19 2016 Q P N M L K J H G F E C B A D ARCHITECT www.legat.com Legat Architects, Inc. PROJECT NUMBER DATE OF ISSUE DRAWN BY REVIEWED BY HC PRIVATE CAPITAL KEETOWN LOOP - F4 2980 Grand Prairie Parway Waukee, Iowa 50263 225027.00 02/21/2025 CS JH A-502 EXTERIOR DETAILS S.P. RESUBMITTAL #3 119 1/2 East College St. Iowa City, IA 52240 P: 319.450.0510 NO. DESCRIPTION DATE 3" = 1'-0" A-311 1 SECTION DETAIL 3" = 1'-0" A-311 2 SECTION DETAIL 3" = 1'-0" A-311 3 SECTION DETAIL 3" = 1'-0" A-311 5 SECTION DETAIL 3" = 1'-0" A-311 6 SECTION DETAIL 3" = 1'-0" A-311 7 SECTION DETAIL 3" = 1'-0" A-311 8 SECTION DETAIL 3" = 1'-0" A-311 4 SECTION DETAIL 3" = 1'-0" A-311 9 SECTION DETAIL 2'-0" MINIMUM A-521 1 FULLY ADHERED SPM ROOFING SYSTEM NOTES: 1. ENSURE CLIP NAILS PENETRATE INTO STRUCTURAL WOOD. SPM COVER STRIP WITH SEALANT AT BOTH ENDS 24 GA PREFINISHED METAL EMBEDDED EDGE. SET BACK FLANGE IN ROOF CEMENT 2X WOOD BLOCKING AS REQUIRED TO MATCH ROOF INSULATION HEIGHT 6" MIN LAP ROOFING OVER EDGE DASHED LINE INDICATES CONTINUOUS WEATHER BARRIER REVISIONS DATE SIGNATURE 211 2 3 4 5 6 7 8 9 10 11 12 13 14 15 17 18 19 2016 Q P N M L K J H G F E C B A D ARCHITECT www.legat.com Legat Architects, Inc. PROJECT NUMBER DATE OF ISSUE DRAWN BY REVIEWED BY HC PRIVATE CAPITAL KEETOWN LOOP - F4 2980 Grand Prairie Parway Waukee, Iowa 50263 225027.00 02/21/2025 CS JH A-503 EXTERIOR DETAILS S.P. RESUBMITTAL #3 119 1/2 East College St. Iowa City, IA 52240 P: 319.450.0510 NO. DESCRIPTION DATE 3" = 1'-0" AC101 1 SECTION DETAIL 3" = 1'-0" AC101 2 SECTION DETAIL MANUFACTURER APPROVED SCREW FASTENERS AND STRESS PLATES AT 1'-0" OC 1 '-0 " M I N . NOTES: 1. USE PREMOLDED, UNCURED, SELF- ADHERING EPDM CORNERS AT BOTH INSIDE AND OUTSIDE CORNER CONDITIONS FULLY ADHERED EPDM EXTEND UP VERTICAL SUBSTRATE COVERBOARD RIGID INSULATION CONTINUOUS VAPOR RETARDER ROOF STRUCTURE -REFER TO ROOF CONSTRUCTION NOTES EXTERIOR PLYWOOD SUBSTRATE VERICAL SUBRATE REINFORCED PERIMETER FASTENING STRIP WITH PRE- APPLIED SEAM TAPE NOTES: 1. DO NOT STRIP ANY SEAM UNTIL INSPECTED & APPROVED BY ARCHITECT. 2. 2. WASH SPM LAP SEAMS WITH SPLICE WASH TO REMOVE CONTAMINANTS & PREPARE SEAM FOR COVER STRIP. COVERBOARD SEAM TAPE SELF-ADHERING SEMI CURED SPM COVER STRIP SET IN SPLICE ADHESIVE SPM FIELD MEMBRANE SPM FIELD MEMBRANE EPDM FIELD SEAM BELOW NOTES: 1. DO NOT STRIP ANY SEAM UNTIL INSPECTED & APPROVED BY ARCHITECT. 2. WASH LAP SEAMS WITH SPLICE WASH TO REMOVE CONTAMINANTS & PREPARE SEAM FOR COVER STRIP EPDM FIELD MEMBRANE CONTINUOUS SELF-ADHERING SEMI CURED SPM COVER STRIP SET IN SPLICE ADHESIVE SEAM TAPE CONTINUOUS SPM LAP SEALANT SPRAY FOAM INSULATION AT LOCATIONS WITH SEAM, APPLY 6" x 6" MIN. SELF ADHERED UNCURED SPM TARGET PATCHES EACH SIDE PLAN VIEW CONT. SPM LAP SEALANT -ENTIRE PERIMETER OF BOOT LINE OF FIELD OR FACTORY SEAM (WHERE PRESENT) CONT. SPM LAP SEALANT -ENTIRE PERIMETER OF TARGET PATCH CONDUIT PIPE POLYURETHANE SEALANT CONT. WATER CUT-OFF MASTIC BETWEEN PIPE AND PREMOLDED PIPE FLASHING SELF ADHERED PREMOLDED PIPE FLASHING FULLY ADHERED SPM NEW ROOF DECK -REFER TO ROOF CONSTRUCTION NOTES FOR DECK TYPE STAINLESS STEEL CLAMPING RING SECTION VIEW REFER TO ROOF CONSTRUCTION NOTES FOR ROOF COMPOSITION 3" MIN 3" MIN NOTES: 1. PROVIDE MULTI CONDUIT BOOTS WHERE MULTIPLE PENETRATIONS SHARE THE SAME AREA VAPOR RETARDER STEEL ANGLE FRAMING CONT. 2 X 4 WOOD BLOCKING THICKNESS AS REQUIRED TO RAISE CURB TO BE MINIMUM 8" ABOVE THE ROOF SYSTEM ROOF DECK -REFER TO ROOF CONSTRUCTION NOTES FOR DECK TYPE INSULATED ROOF CURB MECHANICAL UNIT STAINLESS STEEL SCREW FASTENER W/ NEOPRENE WASHERS. COVER W/ SEALANT FULLY ADHERED EPDM ROOFING SYSTEM REFER TO ROOF CONSTRUCTION NOTES FOR ROOF COMPOSITION EPDM FLASHING 8" M I N VAPOR RETARDER1/2"/FT.2-WAY TAPERED SADDLE ON HIGH SIDE OF CURB. 1/2"/FT.VERIFY CURB SIZE IN FIELD RAISE EXISTING CURB AS REQUIRED TO BE MINIMUM 8" ABOVE THE ROOF SYSTEM 5 A-521 5 A-521 5 A-521 5 A-521 SHEET METAL DUCT MECHANICAL UNIT ABOVE -VIF ELECTRICAL CONDUIT AND WIRING. EXTEND WHERE REQUIRED FOR CURB EXTENSION WATER CUT-OFF MASTIC FULLY ADHERED SPM ROOFING SYSTEM STAINLESS STEEL CLAMPING RING THERMOPLASTIC PRE-MOLDED PIPE FLASHING COLD PIPE FASTENER & SEAM FASTENING PLATE 1 1/2" REFER TO ROOF CONSTRUCTION NOTES FOR ROOF COMPOSITION NEW ROOF DECK -REFER TO ROOF CONTRUCTION NOTES FOR DECK TYPE 8" M I N VAPOR RETARDER FULLY MITERED, DRIVE CLEATED CORNER RETURN FOR DRIVE CLEAT PREFINISHED METAL COPING NOTES: 1. SHEET METAL CONTRACTOR TO VERIFY ANGLE OF COPING CORNER IN FIELD. 2. SEE TYPICAL COPING DETAIL FOR ALL SIZES AND FASTENERS. V A R I E S ±2 '-0 " V .I.F .±2'-0" V.I.F. 2" VARIES 3/4" PREFINISHED METAL COPING RETURN FOR DRIVE CLEAT FULLY MITERED, DRIVE CLEATED CORNER WITH ROUNDED TAB NOTES: 1. SHEET METAL CONTRACTOR TO VERIFY ANGLE OF COPING CORNER IN FIELD. 2. PROVIDE DOUBLE S CLEAT FOR VERTICAL COPING JOINT. 3. SEE TYPICAL COPING DETAIL FOR ALL SIZES AND FASTENERS. VARIES ±2'-0" V A R I E S ±2 '-0 " REVISIONS DATE SIGNATURE 211 2 3 4 5 6 7 8 9 10 11 12 13 14 15 17 18 19 2016 Q P N M L K J H G F E C B A D ARCHITECT www.legat.com Legat Architects, Inc. PROJECT NUMBER DATE OF ISSUE DRAWN BY REVIEWED BY HC PRIVATE CAPITAL KEETOWN LOOP - F4 2980 Grand Prairie Parway Waukee, Iowa 50263 225027.00 02/21/2025 CS JH A-521 TYPICAL ROOF DETAILS - SINGLE-PLY MEMBRANE S.P. RESUBMITTAL #3 119 1/2 East College St. Iowa City, IA 52240 P: 319.450.0510 3" = 1'-0"7 COLD PIPE FLASHING - PRE-MOLDED NO. DESCRIPTION DATE 1 1/2" = 1'-0" A-503 1 EPDM BASE FLASHING AXON 1 1/2" = 1'-0"2 EPDM LAP SEAM W/ COVER STRIP 1 1/2" = 1'-0"3 EPDM LAP SEAM INTERSECTION JOINT 3" = 1'-0"4 PENETRATION DETAIL 3" = 1'-0" A-521 5 CURB - HVAC UNIT 1 1/2" = 1'-0"6 CURB - HVAC UNIT PLAN 1 1/2" = 1'-0"10 INSIDE COPING CORNER DETAIL 1 1/2" = 1'-0"11 OUTSIDE COPING CORNER DETAIL DF 2"SEE SCHEDULE 2" 2" SE E S C H E D U L E REFERENCED NOTES GENERAL NOTES GLAZING TYPES GENERAL: 1. ALL DOOR AND FRAME TYPES ARE SHOWN AS EXTERIOR VIEW. 2. FRAME WIDTHS ARE INDICATED ON THE FLOOR PLANS. FRAME HEIGHTS ARE INDICATED ON THE FRAME TYPES. DOOR DIMENSIONS ARE INDICATED ON THE DOOR AND FRAME SCHEDULE. 3. DIMENSIONS ARE INDICATED FOR BIDDING PURPOSES ONLY AND SHALL BE FIELD VERIFIED PRIOR TO PREPARATION OF SHOP DRAWINGS AND FABRICATION. 4. THE MANUFACTURER(S) SHALL BE RESPONSIBLE FOR THE ENGINEERING AND STRUCTURAL INTEGRITY OF THEIR FRAME SYSTEMS. 5. ALL OPENINGS IN FRAMES REQUIRE GLAZING PANELS OR INFILL PANELS EXCEPT FOR DOOR OPENINGS. GLAZING TYPES FOR EXTERIOR FRAMES ARE INDICATED ON THE FRAME TYPES. GLAZING TYPES FOR INTERIOR FRAMES ARE INDICATED ON THE DOOR AND FRAME SCHEDULE OR HEREIN. 6. ALL OPENINGS IN DOORS REQUIRE GLAZING PANELS UNLESS NOTED OTHERWISE. GLAZING TYPES FOR DOORS ARE INDICATED ON THE DOOR AND FRAME SCHEDULE OR HEREIN. 7. HARDWARE SETS AND GLAZING TYPES ARE SPECIFIED IN THE PROJECT MANUAL. 8. FRAMES SHALL BE DESIGNED, CUT, AND FABRICATED TO MINIMIZE JOINTS: A.JOINTS IN HOLLOW METAL FRAMES SHALL RECEIVE METAL FILLER, BE GROUND SMOOTH AND SHOP/FIELD PRIMED PRIOR TO FINISH PAINT. B.JOINTS IN EXTERIOR ALUMINUM FRAMES SHALL BE AIR AND WATER TIGHT IN ACCORDANCE WITH THE REQUIREMENTS IDENTIFIED IN THE PROJECT MANUAL. LAP AND SEAL ALL JOINTS. ALLOW FOR EXPANSION IN THE TRIM AND AT JOINTS AND INTERSECTIONS OF ADJACENT FRAMES. ALUMINUM FRAMING SYSTEMS: 9.ALUMINUM STOREFRONT AND INTERIOR ALUMINUM FRAMES SHALL HAVE THE FOLLOWING CHARACTERISTICS UNLESS NOTED OTHERWISE: A.FACE WIDTH: 2" B.FRAME DEPTH: 4-1/4" 10.ANCHORAGE AT ALUMINUM STOREFRONT AND WINDOW SYSTEMS: A.PROVIDE ANCHORAGE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS TO MEET THE REQUIRED DESIGN LOADS BUT NOT LESS THAN THREE (3) ANCHORS PER JAMB LOCATION. B.PROVIDE ALUMINUM FASTENERS, NON-MAGNETIC STAINLESS STEEL FASTENERS, OR OTHER FASTENER TYPES WARRANTED BY THE SYSTEM MANUFACTURER TO BE NON-CORROSIVE, NON-CORRODIBLE, AND COMPATIBLE WITH OTHER BUILDING COMPONENTS. C.PROVIDE REINFORCEMENT WHERE FASTENERS ARE SCREWED INTO ALUMINUM COMPONENTS LESS THAN 1/8" THICK. D.DO NOT USE EXPOSED FASTENERS AT BUILDING EXTERIOR. AT BUILDING INTERIOR FASTENERS ARE TO MATCH THE FINISH OF THE FRAME. E.INTERNALLY REINFORCE MULLIONS AS REQUIRED TO MEET SPANS AS INDICATED IN THE DRAWINGS AND PROJECT MANUAL. F.NO EXPOSED FASTENERS. EXTERIOR: E-1 1" INSULATED CLEAR GLAZING UNIT E-2 1" SPANDREL GLAZING UNIT F FG FG2 10 " 2' - 0 " 8" 5" 5"5" SEE SCHEDULE SE E S C H E D U L E 10 " 5" 5"5" SEE SCHEDULE SE E S C H E D U L E SEE SCHEDULE SE E S C H E D U L E 5/8" GYPSUM BOARD SET BOTTOM TRACK IN 2 LINES OF CONTINUOUS ACOUSTIC SEALANT PROVIDE BLOCKING AS REQUIRED AT ALL DOOR STOPS, GRAB BARS, HANDRAILS, WALL BRACKETS, CASEWORK, ETC. LAYER MODIFIERS "(#)" S # X TWO (2) LAYERS OF GYPSUM BOARD, ONE (1) ON EACH SIDE (1HR) S # X (4)FOUR (4) LAYERS OF GYPSUM BOARD, TWO (2) ON EACH SIDE (2HR) (STC: 48, OR 56) FRAMING DEPTH "#" S 6 5 1/2" STUD DEPTH LAYER MODIFIER(S) INDICATES LAYERS OF GYPSUM BOARD LETTER MODIFIER(S) (REFER TO BELOW) DENOTES FRAMING DEPTH STUD PARTITION S # X (#) UL:U419 (1HR OR 2HR) OR ARCHITECT APPROVED EQUAL, REFER TO SAFETY REFERENCE PLANS FOR LOCATIONS OF RATED PARTITIONS STC:S3F: 40, S3FA: 49, S3F(3): _, S3FA(3):_, S3F(4): 48, S3FA(4): 56 LETTER MODIFIERS "X" S #FRAMING FULL HEIGHT TO STRUCTURE ABOVE AND GYPSUM BOARD TO 6" ABOVE CEILING S # F FRAMING AND GYPSUM BOARD FULL HEIGHT TO STRUCTURE ABOVE (STC: 40-48) S # A MINERAL FIBER SOUND ATTENUATION BLANKETS FULL DEPTH OF STUD (STC: 49-56) S # R RATED PARTITION WOOD STUDS AT 16" O.C. AT TOP OF WALL PROVIDE BATT INSULATION. PROVIDE FIRE SAFING AND SEAL TOP OF WALL AT ALL FIRE AND SMOKE PARTITIONS WITH UL- APPROVED FIRE STOP SYSTEM NOTES 1. IMPACT-RESISTANT / ABUSE-RESISTANT GYPSUM BOARD RATED PARTITIONS: WRAP ALL SIDES OF ELECTRICAL OR COMMUNICATIONS BOX WITH FIRE BARRIER MOLDABLE PUTTY PAD OR FIRE RATED PUTTY PAD TO OPTIMIZE ACOUSTICAL PERFORMANCE, DO NOT ATTACH OPPOSING OUTLET BOXES SHOWN IN PLAN TO THE SAME METAL STUD NON-RATED PARTITIONS: WRAP ALL SIDES OF ELECTRICAL OR COMMUNICATIONS BOX WITH OUTLET BOX PADS FOR OPTIMAL ACOUSTICAL PERFORMANCE OFFSET ELECTRICAL OR COMMUNICATIONS BOXES 24" HORIZONTALLY. ADD VERTICAL STUD AS REQUIRED WHERE CLOSER SPACING IS REQUIRED LESS THAN 24" REFER TO PARTITION TYPES FOR PARTITION CONSTRUCTION FULLY-RECESSED OR SEMI-RECESSED CABINET CORNER BEAD 7' - 1 " 4' - 3 " 3'-6"3'-6"3'-6"3'-6"3'-6"3'-6"3'-6"3'-6"3'-6"3'-7"3'-7"3'-6"3'-6"3'-6"3'-6"3'-6"3'-6"3'-6"3'-7" 4' - 3 " 7' - 1 " E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 1 A-501 2 A-501 1 A-502 2 A-502 2 A-501 1 A-502 8 A-502 1 A-501 4' - 5 " 4' - 3 " 3'-5 87/128"3'-6"3'-6"3'-6"3'-6"3'-6" E2 E2 E2 E2 E2 E2 E2 E2 E2 E2 E1 E1 E1 E1 6 A-501 1 A-501 2 A-502 3'-7"3'-6"3'-6"3'-6"3'-6"3'-6"3'-6"3'-6"3'-6"3'-6"3'-6"3'-6"3'-6"3'-6"3'-6"3'-6" 2' - 8 " 4' - 5 " 4' - 3 " E1 E2 E2 E2 E2 E2 E2 E2 E2 E1 E2 E2 E2 E2 E2 E2 E2 E2 E2 E2 E2 E1 E2 E2 E2 E2 E2 E2 9 A-502 1 A-5012 A-501 3'-6"3'-6"3'-6"3'-6"3'-6"3'-6"3'-6"3'-6"3'-6"3'-6"3'-6"3'-6"3'-6" 4' - 3 " 4' - 5 " E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 2 A-501 7 A-502 1 A-501 8 A-502 REVISIONS DATE SIGNATURE 211 2 3 4 5 6 7 8 9 10 11 12 13 14 15 17 18 19 2016 Q P N M L K J H G F E C B A D ARCHITECT www.legat.com Legat Architects, Inc. PROJECT NUMBER DATE OF ISSUE DRAWN BY REVIEWED BY HC PRIVATE CAPITAL KEETOWN LOOP - F4 2980 Grand Prairie Parway Waukee, Iowa 50263 225027.00 02/21/2025 CS JH A-601 DOOR AND FRAME DETAILS S.P. RESUBMITTAL #3 119 1/2 East College St. Iowa City, IA 52240 P: 319.450.0510 DOOR AND FRAME SCHEDULE DOOR # FROM ROOM TO ROOM DOOR HDWR FRAME REFERENCED NOTESTYPE MATERIAL OPENIN G WIDTH DOOR WIDTH HEIGHT THICKNES S DETAILS HEAD JAMB JAMB SILL 100A SUITE FG AL 3'-4" 3'-4" 7'-0" 1 3/4" 100B SUITE FG AL 3'-4" 3'-4" 7'-0" 1 3/4" 101A SUITE FG AL 3'-4" 3'-4" 7'-0" 1 3/4" 101B SUITE FG AL 3'-4" 3'-4" 7'-0" 1 3/4" 102A SUITE FG AL 3'-4" 3'-4" 7'-0" 1 3/4" 102B SUITE FG AL 3'-4" 3'-4" 7'-0" 1 3/4" 103 MECH. FG AL 3'-4" 3'-4" 7'-0" 1 3/4" 1/4" = 1'-0" DOOR AND FRAME TYPES 1 1/2" = 1'-0"3 PLAN AT ALL ELECTRICAL OR COMMUNICATIONS BOXES 1 1/2" = 1'-0"4 RECESSED POCKET 1/8" = 1'-0" A-101 7 STOREFRONT ELEVATION - WEST 1/8" = 1'-0" A-101 8 STROEFRONT ELEVATION - NORTH 1/8" = 1'-0" A-101 9 STOREFRONT ELEVATION - EAST 1/8" = 1'-0" A-101 10 STOREFRONT ELEVATION - SOUTH NO. DESCRIPTION DATE 20 ' - 6 " 33 ' - 4 " EAST ELEVATION 3/32"= 1'-0" NICHIHA MIRAIA PANEL - SNOW BLACK ANODIZED FRAMES SIMULATED WOOD SUN SLATES GLEN GERY CARBON BLACK VELOUR WITH COLORED MORTAR 20 ' - 6 " 33 ' - 4 " NORTH ELEVATION 3/32"= 1'-0" BLACK ANODIZED FRAMES SIMULATED WOOD SUN SLATES GLEN GERY CARBON BLACK VELOUR WITH COLORED MORTAR NICHIHA VINTAGEWOOD PANEL - POPLAR NICHIHA MIRAIA PANEL - SNOW 20 ' - 6 " 33 ' - 4 " SOUTH ELEVATION 3/32"= 1'-0" NICHIHA MIRAIA PANEL - SNOW BLACK ANODIZED FRAMES SIMULATED WOOD SUN SLATES GLEN GERY CARBON BLACK VELOUR WITH COLORED MORTAR 20 ' - 6 " 33 ' - 4 " WEST ELEVATION 3/32"= 1'-0" SIGNAGE SIGNAGE NICHIHA MIRAIA PANEL - SNOW BLACK ANODIZED FRAMES SIMULATED WOOD SUN SLATES GLEN GERY CARBON BLACK VELOUR WITH COLORED MORTAR FUTURE TENEANT SIGNAGE NICHIHA VINTAGEWOOD PANEL - POPLAR PERSPECTIVE IMAGES NOT TO SCALE NORTHWEST VIEW SOUTHEAST VIEW SOUTHWEST VIEW WEST VIEW MATERIALS NICHIHA VINTAGEWOOD PANEL - POPLAR NICHIHA MIRAIA PANEL - SNOW GLEN GERY CARBON BLACK VELOUR / COLORED MORTARSIMULATED WOOD SUN SLATES