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2020-03-23-J12 Kinship Brewing Company_Site Plan
CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: March 23, 2020 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Kinship Brewing Company FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: Zach Dobeck, requests approval of a site plan to allow for the construction of a 12,150 square foot building that will house a brewery. Approximately 2,500 square feet of the building will be dedicated to a taproom for patrons to purchase and consume beer on-site. In addition to the building, the site plan identifies a number of other features including food truck parking spaces, a food vendor booth, a dog park area, and an outdoor space for patrons to utilize. The applicant has provided elevations for the proposed building on the site, which meets the intent of the architectural guidelines within the Site Plan Ordinance. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this project at the March 10, 2020 Commission Meeting and recommended approval subject to remaining staff comments: Approval of a Site Plan for Kinship Brewing Company (225 NW Sunrise Drive) Senior Planner Andy Kass introduced the request for approval of a site plan for a Brewery as submitted by the applicant Zach Dobeck. The subject property is located east of NW Sunrise Drive and south of the Raccoon River Valley Trail, containing approximately 6.26 acres. Mr. Kass advised that the site plan identifies the construction of a 12,150 square foot building intended for the production of beer. Approximately 2.500 square feet of the building is intended for a taproom for purchase and consumption of the product. An outdoor plaza, fenced dog park, food truck parking spaces, and trail connection are all listed on the site plan around the main building. A loading dock and trash enclosure are shown west of the building. Several future additions are mapped out including two bulk grain bins, and a food vendor booth. Mr. Kass explained that utilities are available to the site. Storm water detention is managed by two ponds directly north and south of the entry drive to be privately owned and maintained. All ordinance requirements related to parking, open space, landscaping, and lighting have been met. Staff would recommend approval of a Site Plan for Kinship Brewing Company subject to any remaining staff comments. AGENDA ITEM: J12 Commissioner Inman questioned if the food booth would be just for bringing food in, or as concessions. Mr. Kass advised that it would house a full kitchen and hook up to the grease interceptor, making it viable to brought in or site prepared items. Commissioner Streit questioned how the charred wood element proposed for the siding weathers. A representative of the applicant advised that the process used to char the wood creates its own sealer and the product comes highly recommended. Commissioner Broderick questioned if there would need to be way finding signs for the trail connection. Mr. Kass advised that would be a discussion between the applicant and the County during their access negotiations. Commissioner Streit questioned what the zoning was to the south of the property. Mr. Kass advised industrial zoning immediately south that transitions to commercial against Hickman Road. Commissioner Koshy questioned of the previous uses for the plaza to have live music was still planned for. Mr. Kass advised it is a possibility, though no set location, such as an amphitheater has been called out on the site plan. Commissioner Broderick moved to approve the site plan for Kinship Brewing Company subject to any remaining staff comments. Commissioner Inman seconded the motion. Ayes: Broderick, Ward, Streit, Koshy, and Inman. Nays: None. Motion Carries. STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan, subject to approval of offsite easements and remaining staff comments. RECOMMENDATION: Approve the resolution. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan & Elevations PREPARED BY: Andy Kass, Senior Planner REVIEWED BY: THE CITY OF WAUKEE, IOWA RESOLUTION 2020- APPROVING THE SITE PLAN FOR KINSHIP BREWING COMPANY (255 NW SUNRISE DRIVE) IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal Organization; AND, WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of the Site Plan for Kinship Brewing Company, subject to remaining staff comments on March 10, 2020; AND, WHEREAS, the Site Plan for Kinship Brewing Company is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Kinship Brewing Company 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 23rd day of March, 2020 that the Site Plan for Kinship Brewing Company is approved subject to approval of offsite easements and remaining staff comments. BE IT FURTHER RESOLVED that the City of Waukee does hereby accept the following easements related to the site plan to be filed with the Dallas County Recorder: 1. Detention Easement ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Anna Bergman R. Charles Bottenberg Chris Crone Larry R. Lyon Ben Sinclair PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: Kinship Brewing Company – Site Plan PREPARED BY: Andy Kass, AICP – Senior Planner REPORT DATE: February 21, 2020 MEETING DATE: February 25, 2020 GENERAL INFORMATION Applicant / Owner: Stratford Crossing, LLC (owner) & Zach Dobeck (applicant) Engineer: Matt Carlile, PLA with Confluence Request: The applicant is requesting approval of a site plan for a brewery and taproom. Location and Size: Property is located east of NW Sunrise Drive and south of the Raccoon River Valley Trail, containing approximately 6.26. Property Address: 225 NW Sunrise Drive AREA MAP ABOVE: Aerial of subject property (outlined in RED) in relation to the surrounding area. February 21, 2020 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant – Undeveloped Light Industrial Office M-1 (Light Industrial District) / PD-1 (Planned Development Overlay) North Vacant – Undeveloped Light Industrial Office R-3 (Multi-Family Residential) South Vacant – Undeveloped Light Industrial Office A-1 (Agricultural District) East Quad Graphics Light Industrial Office M-1A (Limited Industrial District) West Vacant – Undeveloped Light Industrial Office M-1 (Light Industrial District) HISTORY The subject property is located within Stratford Crossing Plat 4, which is the business park component of the overall development. The property was the subject of a rezoning to add a planned development overlay to the property to include special provisions associated with a brewery. PROJECT DESCRIPTION The site plan identifies the construction of a 12,150 square foot building. The building has an overall height of 27-feet. The primary use of the building is intended for the production of beer. Approximately 2,500 square feet on the east side of the building is intended to be utilized as a taproom for customers to purchase and consume beer that is produced onsite. In addition to the building, the site plan identifies an outdoor plaza area, a fenced dog park, food truck parking spaces, a trail connection to the Raccoon River Valley Trail. A monument sign is proposed on the west side of the site. A loading dock and trash enclosure are shown west of the building. Two future exterior bulk bins for grain storage are identified on the west side of the building. A future parking expansion is shown north of the parking lot. The site plan also shows a future food vendor booth on the south side of the outdoor plaza. The booth is a long-term plan and not something that will be immediately implemented. Food will be prepared in the booth for patrons of the brewery taproom. ACCESS AND PARKING Access to the site will be provided on the west side of the property from NW Sunrise Drive. The proposed building requires a total of 47 parking spaces. The site plan identifies 54 parking spaces provided across the site. SIDEWALKS/TRAILS A 5-foot-wide sidewalk will be constructed on the east side of NW Sunrise Drive as part of this project. A trail connection to the Raccoon River Valley Trail to the north is proposed and is subject to approval by Dallas County. UTILITIES Sanitary sewer and water services exist on-site. A grease interceptor will be installed with the project. Storm water detention for the project is intended to be managed on the west side of the site within two wet bottom detention basin. Storm water will ultimately be discharged to the existing storm sewer along NW Sunrise Drive. The owner of the property will be responsible for the maintenance of the ponds. February 21, 2020 3 of 3 LANDSCAPING & OPEN SPACE A minimum of 15% of the project area is required to be open space. The total amount of open space proposed is 73%. The plantings shown on the landscape plan meet the minimum requirements of the Landscape & Open Space Ordinance. ELEVATIONS Colored building elevations are included for review. The building is proposed to be constructed with concrete, fiber cement siding, charred wood siding, and glazing. Series of windows are provided on each façade of the building. The outdoor plaza is proposed to be have a steel structure within it for lights and other elements to hang from. Two (2) overhead doors are shown on the west side of the building for the loading dock. The trash enclosure is shown to be constructed with concrete and the charred wood siding. Staff believes the proposed elevations meet the architectural requirements of the Site Plan Ordinance and the Planned Development. PHOTOMETRIC PLAN A photometric plan for the parking lot lighting has been submitted and complies with the requirements of the Site Plan Ordinance. STAFF RECOMMENDATION Staff recommends approval of the site plan for Kinship Brewing Company. I HEREBY CERTIFY THAT THE PORTION OF THIS DOCUMENT WASPREPARED BY ME OR UNDER MY PERSONAL SUPERVISION, ANDTHAT I AM A DULY REGISTERED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF IOWA.___________________________________________________________MATTHEW CARLILE IOWA REGISTRATION #422 DATEMY REGISTRATION DATE IS JUNE 30, 2017SHEETS COVERED BY THIS SEAL: ___________________________CIVIL ENGINEERCONFLUENCE525 17TH STREETDES MOINES, IOWA 50309PHONE: 515.288.4875CONTACT: MATT CARLILELANDSCAPE ARCHITECTARCHITECTCALL BEFORE YOU DIG800.292.8989TOLL FREEONECALLKINSHIP BREWING COMPANYSPROUT PROPERTY COMPANY LLC255 NW SUNRISE DRIVEWAUKEE / IOWACONFLUENCE PROJECT NO: 18252DMINVISION ARCHITECTURE303 WATSON POWELL JR. WAYDES MOINES, IOWA 50309PHONE: 515.633.2941CONTACT: LAURA PETERSONCIVIL DESIGN ADVANTAGE, LLC.3405 SE CROSSROADS DRIVE #GGRIMES, IA 50111PHONE: 515.369.4400CONTACT: JARED MURRAYVICINITY SKETCHISSUED FORCD100%NOT FORCONSTRUCTIONCOPYRIGHT © 2020 BY CONFLUENCEALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS ANINSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDEDFOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE ORDISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUTPRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLYPROHIBITED.PROPERTY LINEWATER MAINSANITARY SEWERSTORM SEWEROVERHEAD ELECTRICUNDERGROUND ELECTRICCENTERLINEFIBER OPTIC LINEGAS LINEEASEMENT LINESILT FENCEPROPOSED INDEX CONTOURPROPOSED CONTOUREXISTING INDEX CONTOUREXISTING CONTOURHORIZONTAL CURVECONTRACT LIMIT LINECLEARANCEDIAMETEREXPANSION JOINTFINISHED GRADEFINISHED FLOOR ELEVATIONFLOW LINEHIGH POINTLOW POINTMANUFACTURERNOT IN CONTRACTP.V.C. PIPERADIUSREINFORCED CONCRETE PIPERIM ELEVATIONFIRE HYDRANTWATER VALVETEE CONNECTIONLIGHT POLE, SINGLE FIXTURELIGHT POLE, DOUBLE FIXTURESPOT ELEVATIONHORIZONTAL CONTROL POINTSKEY NOTESURFACE DRAINAGESTORM MANHOLESANITARY MANHOLECLEANOUTSTORM SEWER CURB INTAKESTORM SEWER AREA INTAKEHANDICAP PARKING STALLSYMBOLS AND ABBREVIATIONS##C-#CLR.DIA.EJFGFFEFLHPLPMFR.N.I.C.PVCRRCPRIMHYD#.####STSACOWSANSTOEUEFOGxTFEOS *TAIO*WALICENSED LANDSCAPE A R C HI T E C T MATTHEWCARLILELANDSCAPEARCHITECTNO. 422CLLDRAWING INDEXSHEET NUMBERSHEET TITLEL0COVER SHEETL01STANDARD NOTESC0SITE SURVEYL100SITE DEMOLITION PLANL200SITE GRADING PLANL201SITE GRADING PLANL202SITE GRADING PLANL203SITE GRADING RETENTION OVERFLOWL300SITE LAYOUT PLANL301SITE LAYOUT PLANL302SITE LAYOUT PLANL303SITE LIGHTING PLANL304SITE COORDINATE POINTSL305SIGNAGE LAYOUT PLANC100SITE UTILITY PLANC101EROSION AND SEDIMENT CONTROL PLANL400SITE LANDSCAPE PLANL401SITE LANDSCAPE PLANL402SITE LANDSCAPE PLANL500SITE DETAILSL501SITE DETAILSL502SITE DETAILSL503LIGHTING DETAILSL504SIDEWALK RAMP DETAILSA1.31ARCHITECTURE - ROOF PLANA2.01ARCHITECTURE - EXTERIOR ELEVATIONSA3.03ARCHITECTURE - WALL SECTIONSA5.07DUMPSTER ENCLOSURE DETAILSA5.08ARCHITECTURE PLAZA PERSPECTIVESAS1.11ARCHITECTURE PLAZA PLANZONING: M-1/PD-1EXISTING LAND USE: VACANTPROPOSED LAND USE: KINSHIP VILLAGEZACH DOBECK3824 NW 163RD STREETURBANDALE, IA 50323404-680-3814E-MAIL: zach@rootsbeer.coCONTACT: ZACH DOBECKZONING AND LAND USEAPPLICANTSITE SUMMARYTOTAL SITE AREA: 272,684.25 SF (6.26 ACRES)IMPERVIOUS SURFACE: 71999.28 SFPLANTING REQUIREMENTS:·15% OPEN SPACE REQUIREDLOT AREA = 272,684.25 SFREQUIRED OPEN SPACE = 40,902.64 SFTOTAL PROVIDED OPEN SPACE = 200,684.97 SF·ONE TREE AND ONE SHRUB PER 1,000 SF OFREQUIRED OPEN SPACE.40,902.64/1,000 = 41 TREES, 41 SHRUBS MINIMUMSHRUBS PROVIDED: 51TREES PROVIDED: 50EXIST. OVERSTORY = 0EXIST. UNDERSTORY = 0EXIST. EVERGREEN = 0NEW OVERSTORY = 25 = 50%NEW UNDERSTORY = 12 = 24% NEW EVERGREEN = 13 = 26%≥25% OF ALL REQUIRED TREES SHALL BE EVERGREEN≥50% OF ALL REQUIRED TREES SHALL BE OVERSTORYTHE KINSHIP VILLAGE INCLUDES THE KINSHIP BREWERYAND TAPROOM, A CENTRAL GATHERING SPACEINCLUDING AN OUTDOOR PLAZA AND DOG PARK. THEKINSHIP VILLAGE ASPIRES TO CREATE A SENSE OFPLACE THAT IS ACHIEVED THROUGH THE ARRANGEMENTOF BUILDINGS, PEDESTRIAN AND BICYCLECONNECTIONS, ACCESS TO THE RACCOON RIVERVALLEY TRAIL, AND OPEN SPACE IMPROVEMENTS SUCHAS OUTDOOR AREAS, PERFORMANCE STAGE, DOG PARK,AND LANDSCAPE DESIGN.SITE DESCRIPTION AND INTENTNOT TO SCALEN 10TH STREETHIGHWAY 6RACCOON RIVER VALLEY TRAILNW GETTYSBURGLANEPHASE 1 PARKING REQUIREMENTS:REQUIRED PARKING STALLS: 481 STALL / 1,000 SF OF BREWERY9,650 SF @ 1 / 1,000 = 1015 STALLS / 1,000 SF OF SERVICE AREA2,500 SF @ 15 / 1,000 = 38TOTAL PARKING STALLS PROVIDED: 54EMPLOYEE-ONLY PARKING STALLS PROVIDED: 7ACCESSIBLE STALLS REQUIRED: 3ACCESSIBLE STALLS PROVIDED: 3 (1 IS VAN ACCESSIBLE)PARKING ISLANDS REQUIRED: 1 @ 10'X17' MINIMUMPARKING ISLANDS PROVIDED: 1 @ 15'X155'PARKING TREES REQUIRED: ONE OVERSTORY OR ORNAMENTALTREE PER ISLAND (50% OVERSTORY MINIMUM)PARKING ISLAND TREES PROVIDED:2 NEW OVERSTORY2 NEW UNDERSTORYLOT 1, STRATFORD CROSSING PLAT 4LEGAL DESCRIPTIONL I CENS E D PROFESSIONALARCHITECTOWIAI hearby certify that the portion of this technical submission described below wasprepared by me or under my direct supervision and responsible charge. I am aduly licensed architect under the laws of the State of Iowa.Pages or sheets covered by this sealPrinted or typed nameSignatureRegistration expiresDateLAURASONDAG07815LAURA SONDAGA1.31, A2.01, A3.03, A5.07, A5.08JUNE 30, 2021LANDMARK9550 HICKMAN RD #100CLIVE, IA 50325515-986-5994OWNERSHIP TO BETRANSFERRED FROMBUILDING SUMMARYFUTURE BUILDING FOOTPRINT: 12,150 SFBUILDING TYPE: V-BBUILDING HEIGHT: 27'-0"BUILDING STORIES: 1 STORYSPROUT PROPERTY COMPANY LLC3824 NW 163RD STREETURBANDALE, IA 50323404-680-3814EMAIL: zach@rootsbeer.coCONTACT: ZACH DOBECKTO NEW OWNERL0, L01, C0, L100, L200, L201, L202, L203,L300, L301, L302, L303, L304, L305, L400,L401, L402, L500, L501, L502, L503, L504NW SUNRISEDRIVEPROJECTLOCATIONNW SHILOHCIRCLENW GEORGETOWNDRIVENW LEXINGTONDRIVENW CHARLESTONLANEISSUE DATE03/10/2020 PLANNINGARCHITECTUREINTERIORSCopyright C 2019/2020OWNER SIGN-OFF:SHEET NAME:PROJECT NO:DATE:SHEET SET:REVISIONS:DATESHEET:NAMECONSULTANT:303 Watson Powell Jr.WaySuite 200Des Moines, Iowa 50309515.633.2941515.633.2942 Faxwww.invisionarch.comKINSHIP BREWING COMPANY PARCEL 1, NW SUNRISE DRIVE WAUKEE, IOWA SPROUT PROPERTY COMPANY LLC-KPFFCONFLUENCECIVIL DESIGNADVANTAGESTRUCTURAL ENGINEERLANDSCAPE ARCHITECTCIVIL ENGINEERDescriptionDateNo.03-10-202018112 / 1825206-26-2019 - PRICE SET07-19-2019 - PRICE SET07-29-2019 - PRICE SET07-31-2019 - PUD SUBMITTALCITY SITE PLAN SUBMITTAL 09-10-2019 - CITY SITE SUBMITTAL10-09-2019 - PRICE SET11-21-2019 - SHEET SET12-16-2019 - CITY SITE SUBMITTALCONSTRUCTIONDOCUMENTS02-04-2020 - CITY SITE SUBMITTAL02-18-2020 - CITY SITE SUBMITTAL03-03-2020 - CITY SITE SUBMITTAL03-10-2020 - FINAL SITE SUBMITTALL01STANDARD NOTESGENERAL NOTES:1.ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND THE CURRENT EDITION OF SUDAS STANDARDSPECIFICATIONS. THE WAUKEE STANDARD SPECIFICATIONS SHALL GOVERN IF ANY DISCREPANCIES.2.WHERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT SHALL BE THE RESPONSIBILITY OF THECONTRACTOR TO NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. THE CONTRACTOR SHALL AFFORD ACCESS TO THESEFACILITIES FOR NECESSARY MODIFICATION OF SERVICES. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS ANDRECORDS, AND THEREFORE, THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS. THE EXISTENCE OF WHICH ISPRESENTLY NOT KNOWN OR SHOWN. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATIONS AND TO AVOID DAMAGE THERETO.NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK.3.THE CONTRACTOR IS REQUIRED TO UTILIZE THE UTILITY ONE-CALL SERVICE AT 800-292-8989 AT LEAST 48 HOURS PRIOR TO EXCAVATING ANYWHERE ON THE PROJECT.4.THE CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY AREAS OF PAVEMENT OR SIDEWALK NOT TO BE REMOVED THAT IS DAMAGED DUE TO OPERATING HIS EQUIPMENTON THE PAVEMENT OR SIDEWALK.5.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF WORK BETWEEN ALL SUPPLIERS AND SUBCONTRACTORS INVOLVED IN THE PROJECT.INCLUDING STAGING OF CONSTRUCTION DETAILS.6.THE CONTRACTOR SHALL CONFINE THEIR GRADING OPERATIONS TO WITHIN THE PROPOSED AND EXISTING RIGHT OF WAY, CONSTRUCTION LIMITS AND EASEMENTS SHOWNON THE PLANS. ANY DAMAGE TO PROPERTIES OUTSIDE THE SITE BOUNDARY SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.7.PRIOR TO CONSTRUCTION, CONTRACTOR SHALL NOTIFY (48 HRS NOTICE) THE FOLLOWING:7.1.CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT7.2.APPROPRIATE UTILITY COMPANIES7.3.OWNER7.4.CIVIL DESIGN ADVANTAGE*48 HOUR NOTICE SHALL BE GIVEN TO THE CITY OF WAUKEE ENGINEERING DEPARTMENT PRIOR TO WEEKEND AND HOLIDAY WORK.8.PRIOR TO CONSTRUCTION, THE PROJECT MANAGER SHALL CONTACT THE WAUKEE PUBLIC WORKS DEPARTMENT AND SCHEDULE A PRE-CONSTRUCTION MEETING AT LEASTONE WEEK PRIOR TO THE ANTICIPATED START OF CONSTRUCTION.9.SPECIAL CARE SHALL BE TAKEN WHEN FORMING AT INTERSECTIONS SO THE PROFILES SHOWN ON THE PLANS AND THE ELEVATIONS SHOWN ON THE INTERSECTION DETAILSARE OBTAINED. SHORT LENGTHS OF FORMS OR FLEXIBLE FORMS MAY BE NECESSARY AT THESE LOCATIONS.10.TO OBTAIN THE CORRECT FORM GRADES AT LOW POINTS WHERE INTAKES ARE LOCATED, THE CONTRACTOR MUST EXERCISE ADDITIONAL CARE WHEN PAVING FULL WIDTHPAVEMENTS. THIS MAY REQUIRE PLACING ONE HALF OF THE PAVEMENT AT A TIME OR OTHER METHODS APPROVED BY THE ENGINEER.11.THE CONTRACTOR SHALL BE REQUIRED TO PLACE TEMPORARY WARNING DEVICES AND SAFETY FENCE AT CERTAIN LOCATIONS WHERE REPLACEMENT FEATURES ARE NOTINSTALLED THE SAME DAY. THIS WILL BE INCIDENTAL TO CONSTRUCTION. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ROAD BARRICADES AT END OF EXISTINGPAVEMENTS UNTIL THE PROJECT IS ACCEPTED.12.PLAN AND PROFILE SHEETS INCLUDED IN THE PROJECT ARE FOR THE PURPOSE OF ALIGNMENT, LOCATION AND SPECIFIC DIRECTIONS FOR WORK TO BE PERFORMED UNDERTHIS CONTRACT. IRRELEVANT DATA ON THESE SHEETS IS NOT TO BE CONSIDERED A PART OF THIS CONTRACT.13.THE CONTRACTOR SHALL APPLY NECESSARY MOISTURE TO THE CONSTRUCTION AREA AND HAUL ROADS TO PREVENT THE SPREAD OF DUST.14.THE CONTRACTOR IS REQUIRED TO BE FAMILIAR WITH AND COMPLY WITH OSHA STANDARDS. NOTHING WITHIN THESE PLANS SHALL RELIEVE THE CONTRACTOR OF THISREQUIREMENT.15.ALL MATERIAL TESTING SHALL BE CONSIDERED INCIDENTAL TO OTHER CONSTRUCTION.16.PRIOR TO ANY WORK AT THE SITE, CONTRACTOR SHALL EXAMINE ANY APPLICABLE DRAWINGS AVAILABLE FROM THE OWNER, ENGINEER,AND/OR ARCHITECT, AND CONSULTWITH OWNER'S PERSONNEL AND UTILITY COMPANY REPRESENTATIVES. NO COMPENSATION WILL BE ALLOWED FOR DAMAGE FROM FAILURE TO COMPLY WITH THISREQUIREMENT.17.ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.(MUTCD) ALL SLOPES IN PAVEMENTSHALL BE UNIFORM TO AVOID PONDING.18.SIDEWALKS, ACCESSIBLE CURB RAMPS AND SIDEWALK RAMPS INCLUDING RAISED TRUNCATED DOME AND DETECTABLE WARNINGS AND WARNING PANELS SHALL BEDESIGNED AND INSTALLED TO THE LATEST P.R.O.W.A.G. AND A.D.A. REQUIREMENTS.19.PLACE 3/4" EXPANSION JOINT BETWEEN ALL P.C.C. PAVEMENT/SIDEWALKS AND BUILDINGS. PLACE 1/2" EXPANSION JOINT BETWEEN SIDEWALKS AND P.C.C PAVEMENT. THEPCC RAMP JOINT LOCATED AT THE BACK OF CURB AND ALL EXPANSION JOINTS SHALL BE SEALED.20.REMOVE DEBRIS AND MUD SPILLED INTO R.O.W. AT THE END OF EACH WORK DAY AND BEFORE RAIN EVENTS.21.DO NOT STORE CONSTRUCTION MATERIALS AND EQUIPMENT IN THE R.O.W.22.ALL PROPERTY PINS SHALL BE PROTECTED FROM GRADING OR OTHER OPERATIONS. ANY PINS DISTURBED SHALL BE RESET AT THE CONTRACTOR'S EXPENSE.23.IN THE EVENT OF A DISCREPANCY BETWEEN DETAILED PLANS AND QUANTITIES, THE DETAILED PLANS SHALL GOVERN.24.ALL FIELD TILES ENCOUNTERED SHALL BE REPAIRED AND CONNECTED TO STORM SEWERS WHERE POSSIBLE. LOCATIONS SHALL BE PROVIDED TO THE ENGINEER FORNOTATION ON AS-BUILTS.25.ALL CONSTRUCTION STAKING TO BE COMPLETED UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR. ALL CURB DROPS AND SIDEWALK/SHARED USEPATH SHALL ALSO BE STAKED UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR26.THE CONTRACTOR SHALL SUBMIT A LIST OF CONSTRUCTION MATERIALS TO THE CITY OF WAUKEE ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION.*A GEOTECHNICAL ENGINEER SHALL BE ONSITE DURING CONSTRUCTION TO TEST AND INSPECT SOILS.27.THE CONTRACTOR SHALL COORDINATE ALL EXISTING PUBLIC UTILITY CONNECTIONS WITH THE CITY OF WAUKEE ENGINEERING DEPARTMENT.28.ALL TESTING SHALL BE COMPLETED ACCORDING TO THE CITY OF WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND THE WAUKEE ENGINEERINGDEPARTMENT SHALL BE PRESENT TO WITNESS ALL TESTING.29.AS-BUILTS SHALL BE PROVIDED TO THE WAUKEE ENGINEERING DEPARTMENT INCLUDING ALL UTILITIES AND AS-BUILT GRADES FOR DRAINAGE SWALES, OVERFLOWS,ACCESSIBLE RAMPS AND DETENTION FACILITIES. THE CONTRACTOR SHALL PROVIDE INFORMATION TO THE DESIGN ENGINEER FOR INCLUSION ON THE RECORD AS-BUil TDRAWINGS.30.THE CONTRACTOR IS RESPONSIBLE FOR CLEANING, TELEVISING AND VACUUM TESTING ALL STORM AND SANITARY SEWERS. ALL CLEANING, TELEVISING AND VACUUMTESTING SHALL BE APPROVED BY THE CITY OF WAUKEE ENGINEERING DEPARTMENT PRIOR TO PAVING. A COPY OF THE VIDEOS SHALL BE PROVIDED TO THE CITY OFWAUKEE ENGINEERING DEPARTMENT.31.ALL FIRE HYDRANTS INCLUDING ANY RELOCATED HYDRANTS SHALL HAVE 4-INCH STORZ FITTINGS.32.ALL PROPOSED PEDESTRIAN RAMPS SHALL BE INSTALLED AS PART OF THE PLAT IMPROVEMENTS.33.ALL CONNECTIONS TO EXISTING MANHOLES ARE TO BE CORE DRILLED AND USE A LINK SEAL34.ANY EXISTING ESTABLISHED YARDS THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE SODDED AND WATERED UNTIL ESTABLISHED.35.SANITARY SEWER PIPE SHALL BE 8" PVC TRUSS PIPE.36.WATER MAIN SHALL BE TYPE C900 OR APPROVED EQUAL.37.CONTRACTOR SHALL COORDINATE SITE WORK WITH THE STRATFORD CROSSING CONTRACTOR AND CITY STAFF. PROPOSED SITE IMPROVEMENTS SHALL NOT INTERFERENOR DELAY THE STRATFORD CROSSING PROJECT.TRAFFIC CONTROL NOTES:1.ALL APPLICABLE CITY PERMITS, INCLUDING BUT NOT LIMITED TO CLOSURE PERMITS, SHALL BE OBTAINED PRIOR TO ANY CONSTRUCTION WITHIN CITY R.O.W. OR LANECLOSURES.2.ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).3.PERMANENT SIGNING THAT CONVEYS A MESSAGE CONTRARY TO THE MESSAGE OF TEMPORARY SIGNING AND NOT APPLICABLE TO THE WORKING CONDITIONS SHALL BECOVERED BY THE CONTRACTOR WHEN DIRECTED BY THE CITY.4.THE CONTRACTOR SHALL COORDINATE HIS TRAFFIC CONTROL WITH OTHER CONSTRUCTION PROJECTS IN THE AREA.5.SIDEWALK CLOSED SIGNS REQUIRED FOR ALL SIDEWALK CLOSURES.6.THE CONTRACTOR IS CAUTIONED NEITHER TO OBSTRUCT NOR REMOVE ANY EXISTING PAVEMENT, NOR TO DISTURB THE EXISTING TRAFFIC PATTERNS MORE THAN ISNECESSARY FOR THE PROPER EXECUTION OF THE WORK.7.ALL SIGNING AND LANE STRIPING WILL NEED TO COMPLY WITH MUTCD. MAINTENANCE AND REPLACEMENT OF THE SIGNING AND STRIPING WILL BE THE RESPONSIBILITY OFTHE APPLICANT.DEMOLITION NOTES:1.PRIOR TO ANY WORK AT THE SITE, CONTRACTOR SHALL EXAMINE ANY APPLICABLE DRAWINGS AVAILABLE FROM THE OWNER OR ENGINEER AND CONSULT WITH THEOWNER'S PERSONNEL AND UTILITY COMPANY REPRESENTATIVES. NO COMPENSATION WILL BE ALLOWED FOR DAMAGE FROM FAILURE TO COMPLY WITH THISREQUIREMENT.2.DO NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE NOTED. COORDINATE REMOVAL OR ABANDONMENT OF ALL UTILITIES WITH THE APPROPRIATE UTILITY SUPPLIERAND REGULATORY AGENCIES.3.PROTECT EXISTING UTILITIES THAT ARE TO REMAIN. THE LOCATIONS OF ALL UTILITIES INDICATED ON THE PLANS ARE TAKEN FROM EXISTING RECORDS. THE EXACTLOCATION AND ELEVATION OF ALL UTILITIES MUST BE DETERMINED BY THE CONTRACTOR. IT SHALL BE THE DUTY OF THE CONTRACTOR TO ASCERTAIN WHETHER ANYADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLAN MAY BE PRESENT.4.BACKFILL ALL EXCAVATIONS WITH COHESIVE MATERIAL COMPACTED TO 95% MAXIMUM STANDARD PROCTOR DRY DENSITY AND MOISTURE RANGE OF OPTIMUM MOISTURETO 4% ABOVE OPTIMUM MOISTURE. TESTING OF BACKFILL TO BE BY A GEOTECHNICAL ENGINEER EMPLOYED BY THE OWNER. IN THE EVENT OF A TEST FAILURE, ANYRETESTING SHALL BE PAID FOR BY THE CONTRACTOR.5.FIELD VERIFY EXISTING GRADES AND LOCATION OF EXISTING UTILITIES, CONDUIT, LINES, POLES, TREES, PAVING, BUILDING AND OTHER SITE FEATURES PRIOR TODEMOLITION AND IMMEDIATELY INFORM THE ENGINEER AND/OR OWNER OF ANY DISCREPANCIES.6.DEMOLITION NOTES AS SHOWN ON THE PLAN ARE NOT ALL INCLUSIVE. CONTRACTOR TO ABANDON IN PLACE OR REMOVE AND DISPOSE OF ALL EXISTING SITEIMPROVEMENTS ABOVE AND BELOW GROUND TO COMPLY WITH THE GENERAL INTENT OF THIS DOCUMENT.7.ALL CONSTRUCTION/DEMOLITION DEBRIS SHALL BE DISPOSED OF OFFSITE IN FULL COMPLIANCE WITH CURRENT ENVIRONMENTAL REGULATIONS.8.CONSTRUCTION LIMITS SHALL BE CONFINED TO THE SITE BOUNDARY AS NOTED. ANY DAMAGE TO PROPERTIES OUTSIDE THE SITE BOUNDARY SHALL BE AT THE SOLERESPONSIBILITY OF THE CONTRACTOR.9.ALL WORK SHALL BE IN ACCORDANCE WITH OSHA STANDARDS. NOTHING INDICATED ON THE DRAWINGS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH ANYAPPROPRIATE SAFETY REGULATIONS.BULK REGULATIONS PER SECTION 169.27:1.FRONT YARD1.1.30 FEET2.SIDE YARD2.1.NONE REQUIRED EXCEPT WHEN ADJACENT TO AN R OR C-1 DISTRICT OR STREET RIGHT-OF-WAY LINE, A SIDE YARD OF 40 FEET SHALL BE REQUIRED.3.REAR YARD3.1.30 FEET, UNLESS THE REAR LOT LINE ADJOINS A RAILROAD RIGHT-OF-WAY, IN WHICH CASE, NONE REQUIRED.4.MAXIMUM HEIGHT4.1.40 FEET, EXCEPT THAT THE RADIO COMMUNICATIONS TOWERS CONSTRUCTED IN COMPLIANCE WITH CHAPTER 151 OF THIS CODE OF ORDINANCES MAY NOT EXCEED 45FEET IN HEIGHT.5.MAXIMUM NUMBER OF STORIES5.1.3 STORIES. NW SUNRISE DRIVENW GETTYSBURG LANEEX. 80'-0" GAS EASEMENTBOOK 471 PAGE 365PROPOSED 20'-0"SANITARY SEWER EASEMENT(STRATFORD CROSSING PLAT 4)SITE SETBACKSITE SETBACKEXISTING RACCOONRIVER VALLEY TRAILAPPROXIMATE GAS LINE LOCATION20.0'8 0 . 0 'SITE SETBACK31.0'70.0'29.0'60.0'PROPOSED 70'-0"RIGHT OF WAY(STRATFORD CROSSING PLAT 4)EX. 8" SANITARYEX. 15" STORM10.0'PROPOSED 10'-0"PUBLIC UTILITY EASEMENT(STRATFORD CROSSING PLAT 4)10.0'PROPOSED 10'-0"PUBLIC UTILITY EASEMENT(STRATFORD CROSSING PLAT 4)EX. 15" STORMEX. 6" SANITARYEX. 6" WATEREX. 8" WATEREX. 36" STORMEX. 8" SANITARYEX. 24" STORMEX. 6" SANITARYEX. 15" STORMEX. 36" STORMEX. 8" SANITARYEX. TEMPORARY TURNAROUND EASEMENT(STRATFORD CROSSING PLAT 4)EX. 6" SANITARYEX. 8" WATEREX. 6" WATEREX. 36" STORMEX. 8" SANITARY25.0'2 5 . 0 'EX. TEMPORARYCONSTRUCTION EASEMENTBOOK 2017 PAGE 1162970.0'EX. 70'-0" PUBLIC USE ANDFACILITIES EASEMENTBOOK 2018 PAGE 17261SCALE:30'60'15'7.5'0'1"=30'01 SITE SURVEYPLANNINGARCHITECTUREINTERIORSCopyright C 2019/2020OWNER SIGN-OFF:SHEET NAME:PROJECT NO:DATE:SHEET SET:REVISIONS:DATESHEET:NAMECONSULTANT:303 Watson Powell Jr.WaySuite 200Des Moines, Iowa 50309515.633.2941515.633.2942 Faxwww.invisionarch.comKINSHIP BREWING COMPANY PARCEL 1, NW SUNRISE DRIVE WAUKEE, IOWA SPROUT PROPERTY COMPANY LLC-KPFFCONFLUENCECIVIL DESIGNADVANTAGESTRUCTURAL ENGINEERLANDSCAPE ARCHITECTCIVIL ENGINEERDescriptionDateNo.03-10-202018112 / 1825206-26-2019 - PRICE SET07-19-2019 - PRICE SET07-29-2019 - PRICE SET07-31-2019 - PUD SUBMITTALCITY SITE PLAN SUBMITTAL 09-10-2019 - CITY SITE SUBMITTAL10-09-2019 - PRICE SET11-21-2019 - SHEET SET12-16-2019 - CITY SITE SUBMITTALCONSTRUCTIONDOCUMENTS02-04-2020 - CITY SITE SUBMITTAL02-18-2020 - CITY SITE SUBMITTAL03-03-2020 - CITY SITE SUBMITTAL03-10-2020 - FINAL SITE SUBMITTALC0SITE SURVEYNOTE:1.FOR ALL EXISTING AND PLANNED UTILITYEASEMENTS REFER TO APPROVED STRATFORDCROSSING PLAT 4. NW SUNRISE DRIVENW GETTYSBURG LANECONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMIT CONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMIT CONNECTION TOTRAIL AT EXISTINGGAP IN VEGETATIONPROPOSED TRAILEASEMENTTOPSOIL PILE LOCATIONREMOVAL OF TEMPORARY GRAVEL TURNAROUND80'-0" GAS EASEMENTCONTRACTOR TO FENCEAND PROTECT EXISTINGTREES THROUGHOUTCONSTRUCTIONCONTRACTOR TO FENCEAND PROTECT EXISTINGTREES THROUGHOUTCONSTRUCTIONREMOVAL OF EXISTING APRON,FOOTING, AND 16 LF OF 24" RCP.EXISTING GRAVEL TURNAROUND EASEMENT8 0 . 0 'SCALE:30'60'15'7.5'0'1"=30'01 SITE DEMOLITION PLANDEMOLITION NOTES:1.CONTRACTOR TO COORDINATE REMOVAL AND/OR STORAGE ANDREPLACEMENT OF BARRICADES WITH THE CITY OF WAUKEE.2.PRIOR TO ANY EXCAVATION AT THE SITE, CONTRACTOR SHALL EXAMINE ANYAPPLICABLE DRAWINGS AVAILABLE FROM THE OWNER AND/OR THE LANDSCAPEARCHITECT, AND CONSULT WITH OWNER'S PERSONNEL AND UTILITYCOMPANIES REPRESENTATIVES TO DETERMINE POSSIBLE UTILITY LOCATIONSAND DEPTHS. NO COMPENSATION WILL BE ALLOWED FOR DAMAGE RESULTINGFROM FAILURE TO COMPLY WITH THIS REQUIREMENT.3.CONTRACTORS TO FIELD ADJUST ALL EXISTING SITE UTILITIES TO NEW FINISHGRADES IF NECESSARY. EXISTING UTILITIES INCLUDE, BUT ARE NOT LIMITED TOFIRE HYDRANTS, MANHOLE RIMS, INLETS, WATER VALVES AND LIGHT BASES.4.THE CONTRACTOR SHALL VERIFY THE LOCATION AND PROTECT ALL UTILITIESAND STRUCTURES. DAMAGE TO UTILITIES AND STRUCTURES SHALL BEREPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER OF THEUTILITIES.5.FIELD VERIFY EXISTING GRADES AND LOCATIONS OF EXISTING UTILITIES,CONDUIT, LINES, POLES, TREES, PAVING, BUILDING AND OTHER SITESTRUCTURES PRIOR TO DEMOLITION OR CONSTRUCTION AND IMMEDIATELYINFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES.6.PRIOR TO REMOVING ANY PLANT MATERIAL NOT INDICATED TO BE PROTECTEDOR REMOVED CONTACT THE LANDSCAPE ARCHITECT.7.PROTECT ALL ITEMS WITHIN CONTRACT LIMITS NOT INDICATED TO BEREMOVED. NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES.8.REPORT TO OWNER'S REPRESENTATIVE ANY DAMAGE TO EXISTING UTILITIESPRIOR TO REPAIR.9.ALL WORK SHALL BE IN ACCORDANCE WITH OSHA CODES AND STANDARDS.NOTHING INDICATED ON THESE DRAWINGS SHALL RELIEVE THE CONTRACTORFROM COMPLYING WITH ANY APPROPRIATE SAFETY REGULATIONS.Construction LimitsTopsoil PilePLANNINGARCHITECTUREINTERIORSCopyright C 2019/2020OWNER SIGN-OFF:SHEET NAME:PROJECT NO:DATE:SHEET SET:REVISIONS:DATESHEET:NAMECONSULTANT:303 Watson Powell Jr.WaySuite 200Des Moines, Iowa 50309515.633.2941515.633.2942 Faxwww.invisionarch.comKINSHIP BREWING COMPANY PARCEL 1, NW SUNRISE DRIVE WAUKEE, IOWA SPROUT PROPERTY COMPANY LLC-KPFFCONFLUENCECIVIL DESIGNADVANTAGESTRUCTURAL ENGINEERLANDSCAPE ARCHITECTCIVIL ENGINEERDescriptionDateNo.03-10-202018112 / 1825206-26-2019 - PRICE SET07-19-2019 - PRICE SET07-29-2019 - PRICE SET07-31-2019 - PUD SUBMITTALCITY SITE PLAN SUBMITTAL 09-10-2019 - CITY SITE SUBMITTAL10-09-2019 - PRICE SET11-21-2019 - SHEET SET12-16-2019 - CITY SITE SUBMITTALCONSTRUCTIONDOCUMENTS02-04-2020 - CITY SITE SUBMITTAL02-18-2020 - CITY SITE SUBMITTAL03-03-2020 - CITY SITE SUBMITTAL03-10-2020 - FINAL SITE SUBMITTALL100SITE DEMOLITION PLAN NW SUNRISE DRIVENW GETTYSBURG LANECOOLER130MILL155BOILER145OFFICE135PRIVATE DINING105TASTING110CELLAR150CANNING/STORAGE120ELECTRICAL125VESTIBULE100BREW LAB140TOILET111TOILET113TOILET115TOILET112TOILET114TOILET116155B155A 145115113116114112111 140 120 CONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMIT CONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMIT 01L20101L2021025102610271028102910301031102510251026102510271025102610271028102910301031103210101015102010251025102010151011102610271028102910261027102610241025102610271027102610272.0%2.5%2.0%2.0%1.90%2.0%2.0%2.16%2.16%RAMP 12.50%1.3%0.3%1.3%1.3%1.0%1.0%1.0%1.0%2.74%0.89%5.0%5.0%2.0%2.0%2.0%2.0%2.0%2.0%10.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%03L50401L50402L50407L50404L50405L50433.33%33.33%3 3 . 3 3% 33. 3 3 %4.3%1.0%11.6%9.67%33.33%33.33%33.33%33.33%12.53%11.11%7.38%2.5%1.6%1.6%1.5%2.0%1.5%1025.41TC 1029.75BC 1029.25TC 1028.30BC 1028.301027.451026.101026.361026.951024.051024.381024.101025.491025.82TC 1029.13BC 1028.63TC 1029.36BC 1028.86TC 1027.47BC 1026.97BC 1029.04TC 1029.541027.16TC 1026.91BC 1026.41PROPOSED BUILDINGFFE 1030.75BW 1026.00TW 1033.75EX. ±1030.37EX.TC ±1024.88EX.BC ±1024.38EX. ±1028.76HP 1026.16TC 1026.03BC 1026.03TC 1026.40BC 1025.901026.031026.03BW 1025.25TW 1033.75TW 1030.59BW 1026.59TC 1026.75BC 1026.25CONNECTION TOTRAIL AT EXISTINGGAP IN VEGETATIONEX. ±1025.21EX. ±1025.38REFER TO STRATFORD CROSSING PLAT 4 SHEETSEX. ±1028.33ROW MID POINT 1027.355. 0% 2.5%2.0%1.5%0.8%2.0%PROPOSED TRAILEASEMENTGRADING NOTES1.ALL SPOT ELEVATIONS ARE AT THE TOP OF FINISHED SURFACES.2.PRIOR TO ANY SITE EXCAVATION, THE CONTRACTOR SHALL EXAMINE ANY APPLICABLE DRAWINGSAVAILABLE FROM THE OWNER AND/ OR LANDSCAPE ARCHITECT, AND CONSULT WITH OWNER'SREPRESENTATIVES TO DETERMINE POSSIBLE UTILITY LOCATIONS AND DEPTHS. NO COMPENSATIONWILL BE ALLOWED FOR DAMAGE RESULTING FROM FAILURE TO COMPLY WITH THIS REQUIREMENT.3.INSTALL SILT FENCE AT PERMANENT STORM SEWER INLETS AND SOD ALL SLOPES FOR EROSIONCONTROL. SILT FENCE SHALL BE MAINTAINED UNTIL ESTABLISHMENT OF PERMANENT GROUNDCOVER OR EROSION CONTROL MEASURE.4.FINAL BERM SHAPE TO APPROVED BY OWNER.5.8" MINIMUM FINISHED DEPTH OF TOPSOIL FOR ALL LAWN AREAS AND PLANTING BEDS PER SUDASSPECS 2010.6.ALL DEBRIS SPILLED ON THE R.O.W. SHALL BE PICKED UP BY THE CONTRACTOR AT THE END OF EACHWORK DAY AND PRIOR TO A RAIN EVENT.7.CONTRACTOR TO FIELD ADJUST ALL EXISTING SITE UTILITIES TO NEW FINISHED GRADES. EXISTINGUTILITIES INCLUDE, BUT ARE NOT LIMITED TO, FIRE HYDRANTS, MANHOLE RIMS, INLETS, WATERVALVES, AND LIGHT BASES.8.BACK FILL TO TOP OF CURB9.ADEQUATE SCREENING OF PARKING LOT AREAS WITH EARTH BERMS OR LANDSCAPING SHALL BEPROVIDED IN A MANNER ACCEPTABLE TO THE CITY OF WAUKEE.10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE SURFACE DRAINAGE IN ALL AREAS,UNLESS OTHERWISE NOTED. ALL NEWLY GRADED GROUND SURFACES SHALL BE FINISHED TOUNIFORM GRADES AND SLOPED IN SUCH A MANNER TO BE FREE OF DEPRESSIONS THAT CAUSEAREAS OF STANDING WATER. THE CONTRACTOR SHALL REPORT ANY CONFLICTS WITH THISREQUIREMENT TO THE LANDSCAPE ARCHITECT FOR RESOLUTION PRIOR TO FINAL GRADINGOPERATIONS.11.WHERE PROPOSED GRADES MEET EXISTING, BLEND GRADES TO PROVIDE A SMOOTH TRANSITIONBETWEEN THE NEW WORK AND EXISTING WORK. PONDING AT JOINTS WILL NOT BE ACCEPTED.12.CONTACT LANDSCAPE ARCHITECT PRIOR TO BACKFILLING AGAINST EXISTING BUILDINGS. PROVIDEWATERPROOFING WHEN BACKFILLING AGAINST EXISTING BUILDINGS.13.CONTRACTOR RESPONSIBLE FOR ALL PRIVATE LOCATES NOT COVERED BY THE IOWA ONE CALLSYSTEM.Proposed Spot ElevationExisting Spot ElevationContractor to match existing elevation.If matching to existing condition doesnot allow for proper water drainagecontact landscape architect.Top of CurbBottom of CurbTop of WallBottom of WallTop of SlopeBottom of Slope99.99M.E.GRADING LEGEND99.99 ESCALE:30'60'15'7.5'0'1"=30'01 GRADING PLANPLANNINGARCHITECTUREINTERIORSCopyright C 2019/2020OWNER SIGN-OFF:SHEET NAME:PROJECT NO:DATE:SHEET SET:REVISIONS:DATESHEET:NAMECONSULTANT:303 Watson Powell Jr.WaySuite 200Des Moines, Iowa 50309515.633.2941515.633.2942 Faxwww.invisionarch.comKINSHIP BREWING COMPANY PARCEL 1, NW SUNRISE DRIVE WAUKEE, IOWA SPROUT PROPERTY COMPANY LLC-KPFFCONFLUENCECIVIL DESIGNADVANTAGESTRUCTURAL ENGINEERLANDSCAPE ARCHITECTCIVIL ENGINEERDescriptionDateNo.03-10-202018112 / 1825206-26-2019 - PRICE SET07-19-2019 - PRICE SET07-29-2019 - PRICE SET07-31-2019 - PUD SUBMITTALCITY SITE PLAN SUBMITTAL 09-10-2019 - CITY SITE SUBMITTAL10-09-2019 - PRICE SET11-21-2019 - SHEET SET12-16-2019 - CITY SITE SUBMITTALCONSTRUCTIONDOCUMENTS02-04-2020 - CITY SITE SUBMITTAL02-18-2020 - CITY SITE SUBMITTAL03-03-2020 - CITY SITE SUBMITTAL03-10-2020 - FINAL SITE SUBMITTALL200SITE GRADING PLANTOC 99.99BOC 99.99TOW 99.99BOW 99.99TOS 99.99BOS 99.99 NW SUNRISE DRIVENW G E T T Y S B U R G L A N E COOLER 130 MILL 155BOILER 145 OFFICE 135 PRIVATE DINING 105 TASTING 110 CELLAR 150 CANNING/STORAGE 120 ELECTRICAL 125 VESTIBULE 100 BREW LAB 140 TOILET 111 TOILET 113 TOILET 115 TOILET 112 TOILET 114 TOILET 116 155B 155A145115113116114112111 140120CONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITC O N T R A C T L IM I T C O N T R A C T L IM I T CONTRACT LI MIT CONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMIT1025 1026 1027 1028 1029 1030 1031 1025 1026 1027 1020 1025 1025 1020 1015 1011 1026 1027 1028 1029 1026 1027 1026 1025 1026 1027 1027 1026 1027 2.0 % 2.5 % 2.0 % 2.0 %1.90%2.0%2.0%2 . 1 6% 2. 1 6% RAMP 12.50%1.3%1.0%1.0%1.0%1.0%2.74%0.89%5.0% 10.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0% 1.0%1.0% 2.0%1.0%1.17%33. 3 3 % 33. 3 3 %33.33%33.33%4. 3 %1.0%33.33%33.33%33.33%12.53%11.1 1 % 7.38% 2.5%1.0%2.67%1.6% 1.6% 1.5%2.0%1.5% 1030.30 1030.30 1030.50 1027.00 1030.75 1030.75 TW 1030.75 BW 1026.75 TW 1030.59 BW 1026.59 TW 1030.59 BW 1026.59 TW 1030.59 BW 1026.59 1025.59 1025.59 BW 1026.00 TC/BC LP 1025.40 TC HP 1026.30 BC 1025.80 1027.00 TS 1027.09 BS 1026.59 TS 1026.59 BS 1026.09 BW 1026.00 HP 1027.50 1026.81 1025.52 1025.55 1025.41 TC 1028.93 BC 1028.43 1027.00 RIM 1025.10 FL 1020.84 RIM 1024.10 FL 1020.60 1026.71 ME 1026.00 TC 1026.81 BC 1026.31 1025.22 1030.31 1030.55 1030.55 1030.75 1030.751030.75 1030.67 1030.64 1030.59 1030.35 1030.34 1029.92 1029.92 1030.35 1029.20 1029.23 1029.731029.70 TC 1029.67 BC 1029.17 TC 1029.76 BC 1029.26 1030.00 1029.97 1029.93 TC 1029.75 BC 1029.25 TC 1029.50 BC 1029.00 1029.48 TC 1029.29 BC 1028.79 TC 1028.50 BC 1028.00 TC 1028.00 BC 1027.50 1028.44 1028.00 TC 1028.73 BC 1028.23 1028.67 BC 1028.31 BC 1028.37 TC 1028.87 BC 1028.71 TC 1029.27 BC 1028.77 TC 1029.23 TC 1029.00 1030.43 1030.41 RIM 1029.59 RIM 1029.59 1030.04 1030.23 1030.16 1030.04 1030.40 1030.64 1030.34 1030.22 1030.58 1030.02 1030.14 1030.04 1030.28 1030.24 1030.49 1029.84 1029.09 1028.89 1028.39 TC 1028.80 BC 1028.30 TC 1028.30 BC 1028.30 RIM 1029.53 1030.18 1030.00 1030.17 1027.44 BC 1029.00 TC 1029.50 1029.59 LP 1026.12 1026.18 1030.59 1030.40 1030.51 1030.32 1030.24 1030.14 1030.00 1027.45 1026.10 1026.36 1026.95 1024.051024.38 1024.10 1025.49 1025.82 TC 1029.13 BC 1028.63 TC 1029.36 BC 1028.86 TC 1027.47 BC 1026.97 1027.54 BC 1029.04 TC 1029.54 1024.80 1025.08 BC 1027.14 1024.32 1024.32 1026.39 1026.17 1026.29 1026.43 1027.35 1027.13TC 1026.63 BC 1026.13 1027.09 1027.16 1027.23 ME ME TC 1027.20 BC 1026.70 TC 1026.91 BC 1026.41 1025.78 1025.82 1025.75 1025.67 1025.21 1025.43 1026.91 PROPOSED BUILDING FFE 1030.75 PROPOSED RETENTION EASEMENT NORMAL PONDING ELEVATION 1020.25 100 YEAR FLOOD ELEVATION 1022.95 100 YEAR FLOOD ELEVATION 1024.95 100 YEAR FLOOD ELEVATION 1025.55 100 YEAR FLOOD ELEVATION 1022.42 NORMAL PONDING ELEVATION 1020.75 100 YEAR FLOOD ELEVATION 1024.82 FGH 1029.31 RIM 1026.37 FL 1009.98 1026.47 1026.64 1026.70 RIM 1028.15 FL 1015.28 RIM 1029.51 FL 1018.31 6" VALVE RIM 1030.93 FGH 1029.06 FL 1020.77 FL 1020.25 FL 1020.25 FL 1020.25 FL 1020.25 FL 1022.00 FL 1023.10 FL 1020.77 FL 1020.77 RIM 1024.60 RIM 1025.10 RIM 1029.60 1027.00 1027.00 TC 1026.50 BC 1026.00 BW 1025.50 TW 1033.75 HP 1026.94 ME BC ±1026.14 TC/BW 1026.00 TW 1033.75 BW 1025.00 TW 1033.75 BW 1025.00 TW 1033.75 BW 1026.00 TW 1033.75 HP 1026.84 TC/BC 1026.78 TC/BC 1026.65 TC/BC 1026.78 TC/BC 1026.65 TC 1026.78 BC 1026.28 TC 1026.78 BC 1026.28 ME BC ±1025.68 TC 1026.18 ME BC ±1026.92 TC 1027.42 1027.001027.00 TC 1027.00 TC 1026.50 BC 1026.00 HP 1027.42 ME ±1026.84 TC/BC 1027.27 TC/BC 1027.35 TC/BC 1027.27 TC/BC 1027.35 1027.34 TC ±1026.75 BC ±1026.25 TC ±1026.76 BC ±1026.26 1026.92 TC 1027.35 BC 1026.85TC ±1026.85 BC ±1026.35 TC ±1026.93 BC ±1026.43 TC 1027.35 BC 1026.85 1027.00 LP 1010.25 1030.55 1029.88 FUTURE VENDOR BOOTH DRAIN TILE; SEE UTILITY SHEETS 100 YEAR FLOOD ELEVATION 1029.71 CHILLER BY EQUIPMENT MANUFACTURER EX. ±1028.76 HP 1026.16 TC 1026.66 BC 1026.16 TC 1026.03 BC 1026.03 TC 1026.58 BC 1026.08 TC 1026.40 BC 1025.90 1026.03 1026.03 BC 1027.11 BC 1026.73 BC 1026.70 BC 1026.35 BC 1026.32 TC 1027.00 BC 1027.54 BC 1027.51 BC 1027.93 BC 1028.00 BC 1026.01 BC 1025.99 BC 1026.04 TC 1027.00 BC 1028.40 TC 1029.00 BC 1028.02 BC 1028.05 BC 1027.65 BC 1027.68 BC 1027.28 BC 1027.31 TC 1028.00 BC 1026.91 BC 1026.94 BC 1026.56 BC 1026.58 1027.91 1027.23 1026.64 1026.10 1025.56 BW 1025.25 TW 1033.75 TW 1030.59 BW 1026.59 TC 1026.75 BC 1026.25 100 YEAR FLOOD ELEVATION 1025.42EX. ±1028.33 ROW MID POINT 1027.35 5.0% 1025.60 1025.64 ME ±1027.00 1026.00 1026.002.5%2.0%1.5 % 2.0% 2.0% 2.0%2.0%2.0%0.5%0.5%1.0%ME ±1027.41 ME ±1027.47 0. 6% 1.3% 0.8% 2.0% 2.0% 2.0% 1.0% 1.4 % 1.9 % 1 . 5%2.0%1.4% 1.4 %1.5%GRADING NOTES 1.ALL SPOT ELEVATIONS ARE AT THE TOP OF FINISHED SURFACES. 2.PRIOR TO ANY SITE EXCAVATION, THE CONTRACTOR SHALL EXAMINE ANY APPLICABLE DRAWINGS AVAILABLE FROM THE OWNER AND/ OR LANDSCAPE ARCHITECT, AND CONSULT WITH OWNER'S REPRESENTATIVES TO DETERMINE POSSIBLE UTILITY LOCATIONS AND DEPTHS. NO COMPENSATION WILL BE ALLOWED FOR DAMAGE RESULTING FROM FAILURE TO COMPLY WITH THIS REQUIREMENT. 3.INSTALL SILT FENCE AT PERMANENT STORM SEWER INLETS AND SOD ALL SLOPES FOR EROSION CONTROL. SILT FENCE SHALL BE MAINTAINED UNTIL ESTABLISHMENT OF PERMANENT GROUND COVER OR EROSION CONTROL MEASURE. 4.FINAL BERM SHAPE TO APPROVED BY OWNER. 5.SEE SPECS FOR MINIMUM DEPTH OF TOPSOIL FOR ALL LAWN AREAS AND PLANTING BEDS. 6.ALL DEBRIS SPILLED ON THE R.O.W. SHALL BE PICKED UP BY THE CONTRACTOR AT THE END OF EACH WORK DAY. 7.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. 8.BACK FILL TO TOP OF CURB 9.ADEQUATE SCREENING OF PARKING LOT AREAS WITH EARTH BERMS OR LANDSCAPING SHALL BE PROVIDED IN A MANNER ACCEPTABLE TO THE CITY OF WAUKEE. 10.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. 11.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. 12.CONTACT LANDSCAPE ARCHITECT PRIOR TO BACKFILLING AGAINST EXISTING BUILDINGS. PROVIDE WATERPROOFING WHEN BACKFILLING AGAINST EXISTING BUILDINGS. 13.CONTRACTOR RESPONSIBLE FOR ALL PRIVATE LOCATES NOT COVERED BY THE IOWA ONE CALL SYSTEM. SCALE: 20'40'10'5'0' 1"=20'01 GRADING PLAN PLANNING ARCHITECTURE INTERIORS Copyright C 2019/2020 OWNER SIGN-OFF: SHEET NAME: PROJECT NO: DATE: SHEET SET: REVISIONS: DATE SHEET: NAME CONSULTANT: 303 Watson Powell Jr. Way Suite 200 Des Moines, Iowa 50309 515.633.2941 515.633.2942 Fax www.invisionarch.com KINSHIP BREWING COMPANYPARCEL 1, NW SUNRISE DRIVEWAUKEE, IOWASPROUT PROPERTY COMPANY LLC- KPFF CONFLUENCE CIVIL DESIGN ADVANTAGE STRUCTURAL ENGINEER LANDSCAPE ARCHITECT CIVIL ENGINEER Description Date No. 03-10-2020 18112 / 18252 06-26-2019 - PRICE SET 07-19-2019 - PRICE SET 07-29-2019 - PRICE SET 07-31-2019 - PUD SUBMITTAL CITY SITE PLAN SUBMITTAL09-10-2019 - CITY SITE SUBMITTAL 10-09-2019 - PRICE SET 11-21-2019 - SHEET SET 12-16-2019 - CITY SITE SUBMITTAL CONSTRUCTION DOCUMENTS 02-04-2020 - CITY SITE SUBMITTAL 02-18-2020 - CITY SITE SUBMITTAL 03-03-2020 - CITY SITE SUBMITTAL 03-10-2020 - FINAL SITE SUBMITTAL L201 SITE GRADING PLAN Proposed Spot Elevation Existing Spot Elevation Contractor to match existing elevation. If matching to existing condition does not allow for proper water drainage contact landscape architect. Top of Curb Bottom of Curb Top of Wall Bottom of Wall Top of Slope Bottom of Slope 99.99 M.E. GRADING LEGEND 99.99 E TOC 99.99 BOC 99.99 TOW 99.99 BOW 99.99 TOS 99.99 BOS 99.99 NW SUNRISE D R I V E CONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITC O N T R A C T L IM I T CONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITC O N T R A C T L IM I T 102510261025101010151020102410251. 3 % 0. 3% 1. 3 % 1.3 %33.33%33.33%3 3 . 3 3% 33. 3 3 %4.3%1.0 %11.6%9 .67% 33.33%LP 1024.97ME1023.70LP 1023.601024.051024.381024.101024.321024.32PROPOSEDRETENTIONEASEMENTNORMAL PONDINGELEVATION 1020.25100 YEAR FLOOD ELEVATION1022.95LP 1009.50TC 1024.50BC 1024.00EX.TC ±1024.88EX.BC ±1024.38EX. ±1025.21EX. ±1025.38REFER TO STRATFORD CROSSING PLAT 4 SHEETS5. 0%ME ±1027.001026.001026.002.5%ME ±1027.41ME ±1027.470.6%1.3%GRADING NOTES1.ALL SPOT ELEVATIONS ARE AT THE TOP OF FINISHED SURFACES.2.PRIOR TO ANY SITE EXCAVATION, THE CONTRACTOR SHALL EXAMINE ANYAPPLICABLE DRAWINGS AVAILABLE FROM THE OWNER AND/ OR LANDSCAPEARCHITECT, AND CONSULT WITH OWNER'S REPRESENTATIVES TODETERMINE POSSIBLE UTILITY LOCATIONS AND DEPTHS. NO COMPENSATIONWILL BE ALLOWED FOR DAMAGE RESULTING FROM FAILURE TO COMPLYWITH THIS REQUIREMENT.3.INSTALL SILT FENCE AT PERMANENT STORM SEWER INLETS AND SOD ALLSLOPES FOR EROSION CONTROL. SILT FENCE SHALL BE MAINTAINED UNTILESTABLISHMENT OF PERMANENT GROUND COVER OR EROSION CONTROLMEASURE.4.FINAL BERM SHAPE TO APPROVED BY OWNER.5.SEE SPECS FOR MINIMUM DEPTH OF TOPSOIL FOR ALL LAWN AREAS ANDPLANTING BEDS.6.ALL DEBRIS SPILLED ON THE R.O.W. SHALL BE PICKED UP BY THECONTRACTOR AT THE END OF EACH WORK DAY.7.CONTRACTOR TO FIELD ADJUST ALL EXISTING SITE UTILITIES TO NEWFINISHED GRADES. EXISTING UTILITIES INCLUDE, BUT ARE NOT LIMITED TO,FIRE HYDRANTS, MANHOLE RIMS, INLETS, WATER VALVES, AND LIGHT BASES.8.BACK FILL TO TOP OF CURB9.ADEQUATE SCREENING OF PARKING LOT AREAS WITH EARTH BERMS ORLANDSCAPING SHALL BE PROVIDED IN A MANNER ACCEPTABLE TO THE CITYOF WAUKEE.10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE SURFACEDRAINAGE IN ALL AREAS, UNLESS OTHERWISE NOTED. ALL NEWLY GRADEDGROUND SURFACES SHALL BE FINISHED TO UNIFORM GRADES AND SLOPEDIN SUCH A MANNER TO BE FREE OF DEPRESSIONS THAT CAUSE AREAS OFSTANDING WATER. THE CONTRACTOR SHALL REPORT ANY CONFLICTS WITHTHIS REQUIREMENT TO THE LANDSCAPE ARCHITECT FOR RESOLUTIONPRIOR TO FINAL GRADING OPERATIONS.11.WHERE PROPOSED GRADES MEET EXISTING, BLEND GRADES TO PROVIDE ASMOOTH TRANSITION BETWEEN THE NEW WORK AND EXISTING WORK.PONDING AT JOINTS WILL NOT BE ACCEPTED.12.CONTACT LANDSCAPE ARCHITECT PRIOR TO BACKFILLING AGAINST EXISTINGBUILDINGS. PROVIDE WATERPROOFING WHEN BACKFILLING AGAINSTEXISTING BUILDINGS.13.CONTRACTOR RESPONSIBLE FOR ALL PRIVATE LOCATES NOT COVERED BYTHE IOWA ONE CALL SYSTEM.SCALE:20'40'10'5'0'1"=20'01 GRADING PLANPLANNINGARCHITECTUREINTERIORSCopyright C 2019/2020OWNER SIGN-OFF:SHEET NAME:PROJECT NO:DATE:SHEET SET:REVISIONS:DATESHEET:NAMECONSULTANT:303 Watson Powell Jr.WaySuite 200Des Moines, Iowa 50309515.633.2941515.633.2942 Faxwww.invisionarch.comKINSHIP BREWING COMPANY PARCEL 1, NW SUNRISE DRIVE WAUKEE, IOWA SPROUT PROPERTY COMPANY LLC-KPFFCONFLUENCECIVIL DESIGNADVANTAGESTRUCTURAL ENGINEERLANDSCAPE ARCHITECTCIVIL ENGINEERDescriptionDateNo.03-10-202018112 / 1825206-26-2019 - PRICE SET07-19-2019 - PRICE SET07-29-2019 - PRICE SET07-31-2019 - PUD SUBMITTALCITY SITE PLAN SUBMITTAL 09-10-2019 - CITY SITE SUBMITTAL10-09-2019 - PRICE SET11-21-2019 - SHEET SET12-16-2019 - CITY SITE SUBMITTALCONSTRUCTIONDOCUMENTS02-04-2020 - CITY SITE SUBMITTAL02-18-2020 - CITY SITE SUBMITTAL03-03-2020 - CITY SITE SUBMITTAL03-10-2020 - FINAL SITE SUBMITTALL202SITE GRADING PLANProposed Spot ElevationExisting Spot ElevationContractor to match existing elevation.If matching to existing condition doesnot allow for proper water drainagecontact landscape architect.Top of CurbBottom of CurbTop of WallBottom of WallTop of SlopeBottom of Slope99.99M.E.GRADING LEGEND99.99 ETOC 99.99BOC 99.99TOW 99.99BOW 99.99TOS 99.99BOS 99.99 NW SUNRISE DRIVENW GETTYSBURG LANECOOLER130MILL155BOILER145OFFICE135PRIVATE DINING105TASTING110CELLAR150CANNING/STORAGE120ELECTRICAL125VESTIBULE100BREW LAB140TOILET111TOILET113TOILET115TOILET112TOILET114TOILET116155B155A 145115113116114112111 140 120 CONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMIT CONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMIT 1025102610271028102910301031102510251026102510271025102610271028102910301031103210101015102010251025102010151011102610271028102910261027102610241025102610271027102610272.0%2.5%2.0%2.0%1.90%2.0%2.0%2.16%2.16%RAMP 12.50%1.3%0.3%1.3%1.3%1.0%1.0%1.0%1.0%2.74%0.89%5.0%5.0%2.0%2.0%2.0%2.0%2.0%2.0%10.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%33.33%33.33%3 3 . 3 3% 33. 3 3 %4.3%1.0%11.6%9.67%33.33%33.33%33.33%33.33%12.53%11.11%7.38%2.5%1.6%1.6%1.5%2.0%1.5%TC/BC LP 1025.40TC HP 1026.30BC 1025.80LP 1024.971025.41TC 1029.75BC 1029.25TC 1028.30BC 1028.30LP 1026.121026.181023.70LP 1023.601027.451026.101026.361026.951024.051024.381024.101025.491025.82TC 1029.13BC 1028.63TC 1029.36BC 1028.86TC 1027.47BC 1026.97BC 1029.04TC 1029.541027.16TC 1026.91BC 1026.41PROPOSED BUILDINGFFE 1030.75PROPOSEDRETENTIONEASEMENTPROPOSEDRETENTIONEASEMENTNORMAL PONDINGELEVATION 1020.25100 YEAR FLOODELEVATION 1022.95100 YEAR FLOODELEVATION 1024.95100 YEAR FLOODELEVATION 1025.55100 YEAR FLOODELEVATION 1022.42NORMAL PONDINGELEVATION 1020.75100 YEAR FLOODELEVATION 1024.82OVERFLOW ROUTE@ ELEV. 1023.70OVERFLOW ROUTE@ ELEV. 1026.30OVERFLOW ROUTE@ ELEV. 1026.04OVERFLOW ROUTE@ ELEV. 1025.17PROPOSEDRETENTIONEASEMENTBW 1026.00TW 1033.75100 YEAR FLOODELEVATION 1025.31100 YEAR FLOODELEVATION 1029.71100 YEAR FLOODELEVATION 1029.76TC 1024.50BC 1024.00OVERFLOW ROUTE@ ELEV. 1024.97EX. ±1030.37EX.TC ±1024.88EX.BC ±1024.38EX. ±1028.76HP 1026.16TC 1026.03BC 1026.03TC 1026.40BC 1025.901026.031026.03BW 1025.25TW 1033.75TW 1030.59BW 1026.59TC 1026.75BC 1026.25CONNECTION TOTRAIL AT EXISTINGGAP IN VEGETATION100 YEAR FLOODELEVATION 1025.42EX. ±1025.21EX. ±1025.38REFER TO STRATFORD CROSSING PLAT 4 SHEETSEX. ±1028.33ROW MID POINT 1027.355. 0% 2.5%2.0%1.5%0.8%2.0%PROPOSED TRAILEASEMENTGRADING NOTES1.ALL SPOT ELEVATIONS ARE AT THE TOP OF FINISHED SURFACES. SPOT ELEVATIONS SHOWN INPARKING ARE AT THE BOTTOM OF CURB. ADD 6" TO COMPUTE TOP OF CURB ELEVATION.2.PRIOR TO ANY SITE EXCAVATION, THE CONTRACTOR SHALL EXAMINE ANY APPLICABLE DRAWINGSAVAILABLE FROM THE OWNER AND/ OR LANDSCAPE ARCHITECT, AND CONSULT WITH OWNER'SREPRESENTATIVES TO DETERMINE POSSIBLE UTILITY LOCATIONS AND DEPTHS. NO COMPENSATIONWILL BE ALLOWED FOR DAMAGE RESULTING FROM FAILURE TO COMPLY WITH THIS REQUIREMENT.3.INSTALL SILT FENCE AT PERMANENT STORM SEWER INLETS AND SOD ALL SLOPES FOR EROSIONCONTROL. SILT FENCE SHALL BE MAINTAINED UNTIL ESTABLISHMENT OF PERMANENT GROUNDCOVER OR EROSION CONTROL MEASURE.4.FINAL BERM SHAPE TO APPROVED BY OWNER.5.SEE SPECS FOR MINIMUM DEPTH OF TOPSOIL FOR ALL LAWN AREAS AND PLANTING BEDS.6.ALL DEBRIS SPILLED ON THE R.O.W. SHALL BE PICKED UP BY THE CONTRACTOR AT THE END OF EACHWORK DAY AND PRIOR TO A RAIN EVENT.7.CONTRACTOR TO FIELD ADJUST ALL EXISTING SITE UTILITIES TO NEW FINISHED GRADES. EXISTINGUTILITIES INCLUDE, BUT ARE NOT LIMITED TO, FIRE HYDRANTS, MANHOLE RIMS, INLETS, WATERVALVES, AND LIGHT BASES.8.BACK FILL TO TOP OF CURB9.ADEQUATE SCREENING OF PARKING LOT AREAS WITH EARTH BERMS OR LANDSCAPING SHALL BEPROVIDED IN A MANNER ACCEPTABLE TO THE CITY OF WAUKEE.10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE SURFACE DRAINAGE IN ALL AREAS,UNLESS OTHERWISE NOTED. ALL NEWLY GRADED GROUND SURFACES SHALL BE FINISHED TOUNIFORM GRADES AND SLOPED IN SUCH A MANNER TO BE FREE OF DEPRESSIONS THAT CAUSEAREAS OF STANDING WATER. THE CONTRACTOR SHALL REPORT ANY CONFLICTS WITH THISREQUIREMENT TO THE LANDSCAPE ARCHITECT FOR RESOLUTION PRIOR TO FINAL GRADINGOPERATIONS.11.WHERE PROPOSED GRADES MEET EXISTING, BLEND GRADES TO PROVIDE A SMOOTH TRANSITIONBETWEEN THE NEW WORK AND EXISTING WORK. PONDING AT JOINTS WILL NOT BE ACCEPTED.12.CONTACT LANDSCAPE ARCHITECT PRIOR TO BACKFILLING AGAINST EXISTING BUILDINGS. PROVIDEWATERPROOFING WHEN BACKFILLING AGAINST EXISTING BUILDINGS.13.CONTRACTOR RESPONSIBLE FOR ALL PRIVATE LOCATES NOT COVERED BY THE IOWA ONE CALLSYSTEM.Proposed Spot ElevationExisting Spot ElevationContractor to match existing elevation.If matching to existing condition doesnot allow for proper water drainagecontact landscape architect.Top of CurbBottom of CurbTop of WallBottom of WallTop of SlopeBottom of Slope99.99M.E.GRADING LEGEND99.99 ESCALE:30'60'15'7.5'0'1"=30'01 RETENTION OVERFLOWPLANNINGARCHITECTUREINTERIORSCopyright C 2019/2020OWNER SIGN-OFF:SHEET NAME:PROJECT NO:DATE:SHEET SET:REVISIONS:DATESHEET:NAMECONSULTANT:303 Watson Powell Jr.WaySuite 200Des Moines, Iowa 50309515.633.2941515.633.2942 Faxwww.invisionarch.comKINSHIP BREWING COMPANY PARCEL 1, NW SUNRISE DRIVE WAUKEE, IOWA SPROUT PROPERTY COMPANY LLC-KPFFCONFLUENCECIVIL DESIGNADVANTAGESTRUCTURAL ENGINEERLANDSCAPE ARCHITECTCIVIL ENGINEERDescriptionDateNo.03-10-202018112 / 1825206-26-2019 - PRICE SET07-19-2019 - PRICE SET07-29-2019 - PRICE SET07-31-2019 - PUD SUBMITTALCITY SITE PLAN SUBMITTAL 09-10-2019 - CITY SITE SUBMITTAL10-09-2019 - PRICE SET11-21-2019 - SHEET SET12-16-2019 - CITY SITE SUBMITTALCONSTRUCTIONDOCUMENTS02-04-2020 - CITY SITE SUBMITTAL02-18-2020 - CITY SITE SUBMITTAL03-03-2020 - CITY SITE SUBMITTAL03-10-2020 - FINAL SITE SUBMITTALL203RETENTION OVERFLOWTOC 99.99BOC 99.99TOW 99.99BOW 99.99TOS 99.99BOS 99.99 NW SUNRISE DRIVENW GETTYSBURG LANECOOLER130MILL155BOILER145OFFICE135PRIVATE DINING105TASTING110CELLAR150CANNING/STORAGE120ELECTRICAL125VESTIBULE100BREW LAB140TOILET111TOILET113TOILET115TOILET112TOILET114TOILET116155B155A 145115113116114112111 140 120 CONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMIT CONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMIT KINSHIP BREWERYFFE 1030.7501L30210L50001L301DCBIEFIIICCFGGGGIIIBBBBBSS01L50212L50110L50013L50010L50013L50014L50011L50011L50003L50401L50402L50407L50404L50405L504E11L50111L50111L500YYPHASE 2PHASE 1PHASE 2PHASE 1J10.0'5.0'5.0'19'-3"55'-4"MONUMENT SIGNAGEPLAZADOG PARKOQQQQQQAAAHARRRRRRRR155'-0"9'-0" TYP.18' - 0 " T Y P .9'-0" TYP.18'-0" TYP.15'-0"18'-0"18'-0"24'-0"24'-0"24'-0"KL5'-0"9'-0"9'-0"11'-6"5'-0"24'-0"R20'-0"R20'-0"QWR25'-0"115'-0"151'-0"85'-10"58' -9 " 151'-10"28'-0" 11 9 . 5 °ELECTRICAL TRANSFORMERFUTURE GRAIN BINS90'-0"8'-6"57' - 0 "R5'-0"R30'-0"R30'-0"MONUMENT SIGNAGECONNECTION TOTRAIL AT EXISTINGGAP IN VEGETATION30'-0"28'-0"26'-0" R5'-0"S81'-9"R28'-5"R28'-5"R28'-0"TPPPFUTURE VENDOR BOOTHU9'-6"9'- 6 "VPWR81'-11"140'-0"25'-0"208'-3"70.0'10.0'20'-0"70'-0"R19'-6"R19'-6"352'-3"EX. GAS EASEMENTBOOK 471 PAGE 365PROPOSED 20'-0"SANITARY SEWER EASEMENT(STRATFORD CROSSING PLAT 4)PROPOSED 70'-0" RIGHT OF WAY(STRATFORD CROSSING PLAT 4)PROPOSED 10'-0"PUBLIC UTILITY EASEMENT(STRATFORD CROSSING PLAT 4)EX. TEMPORARYCONSTRUCTION EASEMENTBOOK 2017 PAGE 11629EX. 70'-0" PUBLIC USE ANDFACILITIES EASEMENTBOOK 2018 PAGE 17261372'-4"RR24'-6"R14'-6"R2'-6"R11'-6"27' - 0 "R11'-6"R2'-6"ZZZZRRPHASE 2 LIGHT POLESQPHASE 2 LIGHT POLECHILLER EQUIPMENTPROPOSEDRETENTIONEASEMENTPROPOSEDRETENTIONEASEMENTPROPOSEDRETENTIONEASEMENT88'-0"BUILDING DIMENSIONS NOTE:DIMENSIONS BASED ON SHEET A1.31 ROOFPLAN GRID MEASUREMENTS AND MAY NOTREFLECT ACTUAL INTERIOR SQUARE FOOTAGE.PROPOSED TRAILEASEMENT14.0'14.0'VABCFHIQJKLEMNOPDGRSTUVWXYZLAYOUT KEY NOTES:STANDARD PCC CURB AND GUTTER, SEEDETAIL 10/L500.PAVING TYPE 1, SEE DETAIL 05/L500.PAVING TYPE 2, SEE DETAIL 06/L500.PAVING TYPE 3; SEE DETAIL 09/L500.PAVING TYPE 4; SEE DETAIL 07/L500.PAVING TYPE 5; SEE DETAIL 11/L500.RETENTION BASIN. SEE GRADING PLANACCESSIBLE STALL SIGNAGE PER MUTCDSTANDARDS, SEE DETAIL 06/L502.LANDSCAPE, SEE PLANTING PLAN L400.30'-0" FLAG POLE; SEE DETAIL 05/L503.PERPENDICULAR ACCESS RAMP; SEEDETAIL 03/L504 AND 09/L504.PARALLEL ACCESS RAMP; SEE DETAIL07/L504 AND 08/L504.FOUNTAIN WITH PET BOWL; SEE DETAIL04/L502 AND 05/L502.PET CLEANUP STATION; SEE DETAIL09/L502CONCRETE ART WALL; SEE ARCH. SHEETA3.03.LIGHT BOLLARDS IN LAWN; SEE DETAIL02/L503.LIGHT POLE, SEE DETAIL 01/L503.STORM INLET/OUTLET; SEE GRADING ANDUTILITY PLANS6'-0" DOG PARK CHAIN LINK FENCE ANDGATES; SEE DETAILS 01/L502, 02/L502,03/L502.ROLL CURB; SEE DETAIL 08/L500TRASH ENCLOSURE; SEE ARCH SHEETA5.07.PRECAST PARKING CURB; SEE DETAIL12/L500LIGHT BOLLARDS IN PAVEMENT; SEEDETAIL 03/L503BIKE RACKS; SEE DETAIL 07/L502TYPE A SUDAS DRIVEWAY; SEE DETAIL06/L504CURB CUT; SEE DETAIL 10/L504SCALE:30'60'15'7.5'0'1"=30'01SITE LAYOUT PLANLAYOUT NOTES:1.ALL CURBS RAMPS TO BE BUILT AS PER FEDERALACCESSIBILITY STANDARDS.2.PAVING DIMENSIONS ARE TO BACK OF CURB UNLESSOTHERWISE NOTED.3.BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROMSURVEY ARE PREPARED BY CIVIL DESIGN ADVANTAGE, 3405SE CROSSROADS DRIVE SUITE G, GRIMES, IOWA 50111.4.ALL WORK SHALL BE IN ACCORDANCE WITH OSHA CODESAND STANDARDS. NOTHING INDICATED ON THESEDRAWINGS SHALL RELIEVE THE CONTRACTOR FROMCOMPLYING WITH ANY APPROPRIATE SAFETYREGULATIONS.5.VERIFY COORDINATES PRIOR TO CONSTRUCTION.6.CONTRACTOR TO SUPPLY AND INSTALL ALL NECESSARYSLEEVES UNDER PAVING AND WALKS.7.ALL SIGNAGE SHALL RECEIVE SEPARATE APPROVALS AND PERMITTING FROM THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT.8.FIRE DEPARTMENT ACCESS SHALL BE PROVIDED AS SOONAS THE BUILDING CONSTRUCTION BEGINS TO GO VERTICAL.ALL PAVED SURFACES ON THE SITE PLAN FOR PHASE 1 WILLBE COMPLETED PRIOR TO VERTICAL CONSTRUCTION OFTHE BUILDING. IF PAVING IS NOT PROVIDED PRIOR TOBUILDING CONSTRUCTION THEN A TEMPORARY ACCESSSHALL BE PROVIDED FOR FIRE DEPARTMENT ACCESSAROUND THE ENTIRE BUILDING TO BE WITHIN 100' OF ALLEXTERIOR PORTIONS OF THE BUILDING.PLANNINGARCHITECTUREINTERIORSCopyright C 2019/2020OWNER SIGN-OFF:SHEET NAME:PROJECT NO:DATE:SHEET SET:REVISIONS:DATESHEET:NAMECONSULTANT:303 Watson Powell Jr.WaySuite 200Des Moines, Iowa 50309515.633.2941515.633.2942 Faxwww.invisionarch.comKINSHIP BREWING COMPANY PARCEL 1, NW SUNRISE DRIVE WAUKEE, IOWA SPROUT PROPERTY COMPANY LLC-KPFFCONFLUENCECIVIL DESIGNADVANTAGESTRUCTURAL ENGINEERLANDSCAPE ARCHITECTCIVIL ENGINEERDescriptionDateNo.03-10-202018112 / 1825206-26-2019 - PRICE SET07-19-2019 - PRICE SET07-29-2019 - PRICE SET07-31-2019 - PUD SUBMITTALCITY SITE PLAN SUBMITTAL 09-10-2019 - CITY SITE SUBMITTAL10-09-2019 - PRICE SET11-21-2019 - SHEET SET12-16-2019 - CITY SITE SUBMITTALCONSTRUCTIONDOCUMENTS02-04-2020 - CITY SITE SUBMITTAL02-18-2020 - CITY SITE SUBMITTAL03-03-2020 - CITY SITE SUBMITTAL03-10-2020 - FINAL SITE SUBMITTALL300SITE LAYOUT PLAN18112SPECIAL PAVING LEGEND:TYPE 1: 4" P.C.C. WALKS; SEEDETAIL 05/L500TYPE 2: 6" P.C.C. DRIVES; SEEDETAIL 06/L500TYPE 3: 8" P.C.C DRIVES; SEEDETAIL 09/L500TYPE 4: UNIT PAVERS; SEE DETAIL 07/L500TYPE 5: GRAVEL PATHWAY; SEE DETAIL 12/L501 ELECTRICAL125TOILET111TOILET113TOILET115TOILETTOILET114TOILET116115 113 116 114 CONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMIT 102510251026102010261027102810281029102610151026DI01L50402L50413L50013L50013L50011L501Y26.0'78.5'17.2'117.0'6.0'6.0'9.7'27.8'8.5'40.0'58.4' 9.0'12.6'7.1'OQQRRRELECTRICAL TRANSFORMERFUTURE GRAIN BINS121'-6"ELECTRICALTRANSFORMERCLEARANCE7.0'R30'-0"R30'-0"40'-0"38'-6"FUTURE ACCESS DRIVEULOADING DOCK;SEE ARCH DETAILS5.0'R24' -6"R14'-6"45'-6"16'-8" 18'-0"9'-0"51'-6"PROPOSEDRETENTIONEASEMENTPROPOSEDRETENTIONEASEMENT14.0'5.0'14.0'VABCFHIQJKLEMNOPDGRSTUVWXYZLAYOUT KEY NOTES:STANDARD PCC CURB AND GUTTER, SEEDETAIL 10/L500.PAVING TYPE 1, SEE DETAIL 05/L500.PAVING TYPE 2, SEE DETAIL 06/L500.PAVING TYPE 3; SEE DETAIL 09/L500.PAVING TYPE 4; SEE DETAIL 07/L500.PAVING TYPE 5; SEE DETAIL 11/L500.RETENTION BASIN. SEE GRADING PLANACCESSIBLE STALL SIGNAGE PER MUTCDSTANDARDS, SEE DETAIL 06/L502.LANDSCAPE, SEE PLANTING PLAN L400.30'-0" FLAG POLE; SEE DETAIL 05/L503.PERPENDICULAR ACCESS RAMP; SEEDETAIL 03/L504 AND 09/L504.PARALLEL ACCESS RAMP; SEE DETAIL07/L504 AND 08/L504.FOUNTAIN WITH PET BOWL; SEE DETAIL04/L502 AND 05/L502.PET CLEANUP STATION; SEE DETAIL09/L502CONCRETE ART WALL; SEE ARCH. SHEETA3.03.LIGHT BOLLARDS IN LAWN; SEE DETAIL02/L503.LIGHT POLE, SEE DETAIL 01/L503.STORM INLET/OUTLET; SEE GRADING ANDUTILITY PLANS6'-0" DOG PARK CHAIN LINK FENCE ANDGATES; SEE DETAILS 01/L502, 02/L502,03/L502.ROLL CURB; SEE DETAIL 08/L500TRASH ENCLOSURE; SEE ARCH SHEETA5.07.PRECAST PARKING CURB; SEE DETAIL12/L500LIGHT BOLLARDS IN PAVEMENT; SEEDETAIL 03/L503BIKE RACKS; SEE DETAIL 07/L502TYPE A SUDAS DRIVEWAY; SEE DETAIL06/L504CURB CUT; SEE DETAIL 10/L504SCALE:10'20'5'2.5'0'1"=10'01SITE LAYOUT PLAN : LOADING DOCKPLANNINGARCHITECTUREINTERIORSCopyright C 2019/2020OWNER SIGN-OFF:SHEET NAME:PROJECT NO:DATE:SHEET SET:REVISIONS:DATESHEET:NAMECONSULTANT:303 Watson Powell Jr.WaySuite 200Des Moines, Iowa 50309515.633.2941515.633.2942 Faxwww.invisionarch.comKINSHIP BREWING COMPANY PARCEL 1, NW SUNRISE DRIVE WAUKEE, IOWA SPROUT PROPERTY COMPANY LLC-KPFFCONFLUENCECIVIL DESIGNADVANTAGESTRUCTURAL ENGINEERLANDSCAPE ARCHITECTCIVIL ENGINEERDescriptionDateNo.03-10-202018112 / 1825206-26-2019 - PRICE SET07-19-2019 - PRICE SET07-29-2019 - PRICE SET07-31-2019 - PUD SUBMITTALCITY SITE PLAN SUBMITTAL 09-10-2019 - CITY SITE SUBMITTAL10-09-2019 - PRICE SET11-21-2019 - SHEET SET12-16-2019 - CITY SITE SUBMITTALCONSTRUCTIONDOCUMENTS02-04-2020 - CITY SITE SUBMITTAL02-18-2020 - CITY SITE SUBMITTAL03-03-2020 - CITY SITE SUBMITTAL03-10-2020 - FINAL SITE SUBMITTALL301SITE LAYOUT PLANLAYOUT NOTES:1.ALL CURBS RAMPS TO BE BUILT AS PER FEDERAL ACCESSIBILITY STANDARDS.2.PAVING DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.3.BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY ARE PREPARED BY CIVIL DESIGNADVANTAGE, 3405 SE CROSSROADS DRIVE SUITE G, GRIMES, IOWA 50111.4.ALL WORK SHALL BE IN ACCORDANCE WITH OSHA CODES AND STANDARDS. NOTHING INDICATED ONTHESE DRAWINGS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH ANY APPROPRIATESAFETY REGULATIONS.5.VERIFY COORDINATES PRIOR TO CONSTRUCTION.6.CONTRACTOR TO SUPPLY AND INSTALL ALL NECESSARY SLEEVES UNDER PAVING AND WALKS.7.ALL SIGNAGE SHALL RECEIVE SEPARATE APPROVALS AND PERMITTING FROM THE CITY OF WAUKEEDEVELOPMENT SERVICES DEPARTMENT.8.FIRE DEPARTMENT ACCESS SHALL BE PROVIDED AS SOON AS THE BUILDING CONSTRUCTION BEGINSTO GO VERTICAL. ALL PAVED SURFACES ON THE SITE PLAN FOR PHASE 1 WILL BE COMPLETED PRIORTO VERTICAL CONSTRUCTION OF THE BUILDING. IF PAVING IS NOT PROVIDED PRIOR TO BUILDINGCONSTRUCTION THEN A TEMPORARY ACCESS SHALL BE PROVIDED FOR FIRE DEPARTMENT ACCESSAROUND THE ENTIRE BUILDING TO BE WITHIN 100' OF ALL EXTERIOR PORTIONS OF THE BUILDING.SPECIAL PAVING LEGEND:TYPE 1: 4" P.C.C. WALKS; SEEDETAIL 05/L500TYPE 2: 6" P.C.C. DRIVES; SEEDETAIL 06/L500TYPE 3: 8" P.C.C DRIVES; SEEDETAIL 09/L500TYPE 4: UNIT PAVERS; SEE DETAIL 07/L500TYPE 5: GRAVEL PATHWAY; SEE DETAIL 12/L501 MILL155BOILER145OFFICE135PRIVATE DINING105TASTING110CELLAR150CANNING/STORAGEVESTIBULE100BREW LAB140155B155A 145140 1030102910301031ISEFIFFSSBBBIII03L504E11L50108L502I11L500ART WALL;SEE ARCH DETAILSART WALL;SEE ARCH DETAILS19.5'62.5'76.8'12.0'3.0'10.0'81.8'6.8'10.0'52.3'16.1'50.5'15.3'16.1'9.0'10.3'8.5'24.0'7.9'5.7'12.0'6.0'22.0'10.5'28.0'21.0'QARKR20'-0"14'-10"36'-8"12'-9"6'-0"WNMOVERHEAD STRUCTURE POST;SEE ARCH DETAILSOVERHEAD STRUCTURE POST;SEE ARCH DETAILSIN-GRADE CONCRETE BENCH;SEE ARCH DETAILSR5'-0"R5'-0"R20'-0"BEGIN ROLL CURBEND ROLL CURBTPP35'-0" O.C.5.0'20'-7" O.C.20'-7" O.C.FUTURE VENDOR BOOTHPW10'-0"XXHOPS WALL; SEE ARCHELEVATIONS ANDDETAILS26.6'9.0'7.0'4'-4" 7.1'R15'-0"6'-0"6'-0"17'-0"14'-0"10'-0"ON-CURB TEMPORARY FOOD TRUCK PARKINGSPACETRUCK WILL BE ENTIRELY ON PAVERS;10'-0" MIMIMUM FROM NEAREST PARKING SPACE.FIRE HYDRANTRCHILLER EQUIPMENTABCFHIQJKLEMNOPDGRSTUVWXYZLAYOUT KEY NOTES:STANDARD PCC CURB AND GUTTER, SEEDETAIL 10/L500.PAVING TYPE 1, SEE DETAIL 05/L500.PAVING TYPE 2, SEE DETAIL 06/L500.PAVING TYPE 3; SEE DETAIL 09/L500.PAVING TYPE 4; SEE DETAIL 07/L500.PAVING TYPE 5; SEE DETAIL 11/L500.RETENTION BASIN. SEE GRADING PLANACCESSIBLE STALL SIGNAGE PER MUTCDSTANDARDS, SEE DETAIL 06/L502.LANDSCAPE, SEE PLANTING PLAN L400.30'-0" FLAG POLE; SEE DETAIL 05/L503.PERPENDICULAR ACCESS RAMP; SEEDETAIL 03/L504 AND 09/L504.PARALLEL ACCESS RAMP; SEE DETAIL07/L504 AND 08/L504.FOUNTAIN WITH PET BOWL; SEE DETAIL04/L502 AND 05/L502.PET CLEANUP STATION; SEE DETAIL09/L502CONCRETE ART WALL; SEE ARCH. SHEETA3.03.LIGHT BOLLARDS IN LAWN; SEE DETAIL02/L503.LIGHT POLE, SEE DETAIL 01/L503.STORM INLET/OUTLET; SEE GRADING ANDUTILITY PLANS6'-0" DOG PARK CHAIN LINK FENCE ANDGATES; SEE DETAILS 01/L502, 02/L502,03/L502.ROLL CURB; SEE DETAIL 08/L500TRASH ENCLOSURE; SEE ARCH SHEETA5.07.PRECAST PARKING CURB; SEE DETAIL12/L500LIGHT BOLLARDS IN PAVEMENT; SEEDETAIL 03/L503BIKE RACKS; SEE DETAIL 07/L502TYPE A SUDAS DRIVEWAY; SEE DETAIL06/L504CURB CUT; SEE DETAIL 10/L504SCALE:10'20'5'2.5'0'1"=10'01 SITE LAYOUT PLAN : PLAZAPLANNINGARCHITECTUREINTERIORSCopyright C 2019/2020OWNER SIGN-OFF:SHEET NAME:PROJECT NO:DATE:SHEET SET:REVISIONS:DATESHEET:NAMECONSULTANT:303 Watson Powell Jr.WaySuite 200Des Moines, Iowa 50309515.633.2941515.633.2942 Faxwww.invisionarch.comKINSHIP BREWING COMPANY PARCEL 1, NW SUNRISE DRIVE WAUKEE, IOWA SPROUT PROPERTY COMPANY LLC-KPFFCONFLUENCECIVIL DESIGNADVANTAGESTRUCTURAL ENGINEERLANDSCAPE ARCHITECTCIVIL ENGINEERDescriptionDateNo.03-10-202018112 / 1825206-26-2019 - PRICE SET07-19-2019 - PRICE SET07-29-2019 - PRICE SET07-31-2019 - PUD SUBMITTALCITY SITE PLAN SUBMITTAL 09-10-2019 - CITY SITE SUBMITTAL10-09-2019 - PRICE SET11-21-2019 - SHEET SET12-16-2019 - CITY SITE SUBMITTALCONSTRUCTIONDOCUMENTS02-04-2020 - CITY SITE SUBMITTAL02-18-2020 - CITY SITE SUBMITTAL03-03-2020 - CITY SITE SUBMITTAL03-10-2020 - FINAL SITE SUBMITTALL302SITE LAYOUT PLANLAYOUT NOTES:1.ALL CURBS RAMPS TO BE BUILT AS PER FEDERALACCESSIBILITY STANDARDS.2.PAVING DIMENSIONS ARE TO BACK OF CURBUNLESS OTHERWISE NOTED.3.BOUNDARY AND TOPOGRAPHIC INFORMATIONTAKEN FROM SURVEY ARE PREPARED BY CIVILDESIGN ADVANTAGE, 3405 SE CROSSROADS DRIVESUITE G, GRIMES, IOWA 50111.4.ALL WORK SHALL BE IN ACCORDANCE WITH OSHACODES AND STANDARDS. NOTHING INDICATED ONTHESE DRAWINGS SHALL RELIEVE THECONTRACTOR FROM COMPLYING WITH ANYAPPROPRIATE SAFETY REGULATIONS.5.VERIFY COORDINATES PRIOR TO CONSTRUCTION.6.CONTRACTOR TO SUPPLY AND INSTALL ALLNECESSARY SLEEVES UNDER PAVING AND WALKS.7.ALL SIGNAGE SHALL RECEIVE SEPARATEAPPROVALS AND PERMITTING FROM THE CITY OFWAUKEE DEVELOPMENT SERVICESDEPARTMENT.8.FIRE DEPARTMENT ACCESS SHALL BE PROVIDEDAS SOON AS THE BUILDING CONSTRUCTIONBEGINS TO GO VERTICAL. ALL PAVED SURFACESON THE SITE PLAN FOR PHASE 1 WILL BECOMPLETED PRIOR TO VERTICAL CONSTRUCTIONOF THE BUILDING. IF PAVING IS NOT PROVIDEDPRIOR TO BUILDING CONSTRUCTION THEN ATEMPORARY ACCESS SHALL BE PROVIDED FORFIRE DEPARTMENT ACCESS AROUND THE ENTIREBUILDING TO BE WITHIN 100' OF ALL EXTERIORPORTIONS OF THE BUILDING.SCALE:10'20'5'2.5'0'1"=10'02 TEMP. TRUCK PARKINGTEMPORARY FOODTRUCK PARKING10' - 0 "MAINTAIN MINIMUM 10'-0"SPACE BETWEEN FOODTRUCK AND NEARESTVEHICLE. RESERVE ONEADDITIONAL SPACE WITHTEMPORARY BARRICADES.SPECIAL PAVING LEGEND:TYPE 1: 4" P.C.C. WALKS; SEEDETAIL 05/L500TYPE 2: 6" P.C.C. DRIVES; SEEDETAIL 06/L500TYPE 3: 8" P.C.C DRIVES; SEEDETAIL 09/L500TYPE 4: UNIT PAVERS; SEE DETAIL 07/L500TYPE 5: GRAVEL PATHWAY; SEE DETAIL 12/L501 NW SUNRISE DRIVENW GETTYSBURG LANECOOLER130MILL155BOILER145OFFICE135PRIVATE DINING105TASTING110CELLAR150CANNING/STORAGE120ELECTRICAL125VESTIBULE100BREW LAB140TOILET111TOILET113TOILET115TOILET112TOILET114TOILET116155B155A 145115113116114112111 140 120 CONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMIT CONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMIT KINSHIP BREWERYFFE 1030.750.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01.521.521.521.521.51 .5 21.521.521.51.51.51 .51.521.521.51.51.51 .5 1 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ScheduleSymbolQtyLabelTotal Lamp LumensLLFDescription11ALT1-28L-85-4k7-4W-UNV-ASQ-GTN.A.0.900AREA LIGHTS9PA7S-FT-NU5-12L-020-4K7-42A-GT-UNVN.A.0.850BOLLARD LIGHTS1RFL4-176L-120-4K7-M-UNV-K-GTN.A.0.850FLOOD LIGHTCalculation SummaryLabelCalcTypeUnitsAvgMaxMinAvg/MinMax/Minentire site calcsIlluminanceFc0.419.90.0N.A.N.A.Future Parking LotIlluminanceFc1.272.00.62.123.33gravel pathIlluminanceFc2.246.40.122.4064.00LoadingIlluminanceFc1.4910.60.0N.A.N.A.Parking LotIlluminanceFc1.051.50.42.633.75Plaza bollardsIlluminanceFc1.044.20.110.4042.00property line 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TOTRAIL AT EXISTINGGAP IN VEGETATIONAAAAAAAAAAABBBBBBCCCDEEFGGGGPROPOSED TRAILEASEMENTABCEDFGLIGHTING KEY NOTES:AREA LIGHTBOLLARD LIGHT IN LAWNBOLLARD LIGHT IN PAVEMENTFLOODLIGHTWALL MOUNTED LIGHTS; SEEARCHITECTURAL DRAWINGS AND SPECS.FOOTCANDLES SHOWN TO ILLUSTRATE THATLOADING AREA WILL BE SUFFICIENTLY LIT.SEE ARCHITECTURAL DRAWINGS AND SPECSFOR PLAZA LIGHTING PLANSTREET LIGHTING, REFER TO STRATFORDCROSSING PLAT 4. NOT IN CONTRACT.SCALE:30'60'15'7.5'0'1"=30'01 SITE LIGHTING PLANLAYOUT NOTES:1.ALL CURBS RAMPS TO BE BUILT AS PER FEDERALACCESSIBILITY STANDARDS.2.PAVING DIMENSIONS ARE TO BACK OF CURB UNLESSOTHERWISE NOTED.3.BOUNDARY AND TOPOGRAPHIC INFORMATION TAKENFROM SURVEY ARE PREPARED BY CIVIL DESIGNADVANTAGE, 3405 SE CROSSROADS DRIVE SUITE G,GRIMES, IOWA 50111.4.ALL WORK SHALL BE IN ACCORDANCE WITH OSHACODES AND STANDARDS. NOTHING INDICATED ONTHESE DRAWINGS SHALL RELIEVE THE CONTRACTORFROM COMPLYING WITH ANY APPROPRIATE SAFETYREGULATIONS.5.VERIFY COORDINATES PRIOR TO CONSTRUCTION.6.CONTRACTOR TO SUPPLY AND INSTALL ALL NECESSARYSLEEVES UNDER PAVING AND WALKS.7.ALL SIGNAGE SHALL RECEIVE SEPARATE APPROVALSAND PERMITTING FROM THE CITY OF WAUKEEDEVELOPMENT SERVICES DEPARTMENT.8.FIRE DEPARTMENT ACCESS SHALL BE PROVIDED ASSOON AS THE BUILDING CONSTRUCTION BEGINS TO GOVERTICAL. ALL PAVED SURFACES ON THE SITE PLAN FORPHASE 1 WILL BE COMPLETED PRIOR TO VERTICALCONSTRUCTION OF THE BUILDING. IF PAVING IS NOTPROVIDED PRIOR TO BUILDING CONSTRUCTION THEN ATEMPORARY ACCESS SHALL BE PROVIDED FOR FIREDEPARTMENT ACCESS AROUND THE ENTIRE BUILDINGTO BE WITHIN 100' OF ALL EXTERIOR PORTIONS OF THEBUILDING.PLANNINGARCHITECTUREINTERIORSCopyright C 2019/2020OWNER SIGN-OFF:SHEET NAME:PROJECT NO:DATE:SHEET SET:REVISIONS:DATESHEET:NAMECONSULTANT:303 Watson Powell Jr.WaySuite 200Des Moines, Iowa 50309515.633.2941515.633.2942 Faxwww.invisionarch.comKINSHIP BREWING COMPANY PARCEL 1, NW SUNRISE DRIVE WAUKEE, IOWA SPROUT PROPERTY COMPANY LLC-KPFFCONFLUENCECIVIL DESIGNADVANTAGESTRUCTURAL ENGINEERLANDSCAPE ARCHITECTCIVIL ENGINEERDescriptionDateNo.03-10-202018112 / 1825206-26-2019 - PRICE SET07-19-2019 - PRICE SET07-29-2019 - PRICE SET07-31-2019 - PUD SUBMITTALCITY SITE PLAN SUBMITTAL 09-10-2019 - CITY SITE SUBMITTAL10-09-2019 - PRICE SET11-21-2019 - SHEET SET12-16-2019 - CITY SITE SUBMITTALCONSTRUCTIONDOCUMENTS02-04-2020 - CITY SITE SUBMITTAL02-18-2020 - CITY SITE SUBMITTAL03-03-2020 - CITY SITE SUBMITTAL03-10-2020 - FINAL SITE SUBMITTALL303SITE LIGHTING PLAN18112SPECIAL PAVING LEGEND:TYPE 1: 4" P.C.C. WALKS; SEEDETAIL 05/L500TYPE 2: 6" P.C.C. DRIVES; SEEDETAIL 06/L500TYPE 3: 8" P.C.C DRIVES; SEEDETAIL 09/L500TYPE 4: UNIT PAVERS; SEE DETAIL 07/L500TYPE 5: GRAVEL PATHWAY; SEE DETAIL 12/L501 LIGHTING FOOTCANDLES CENTER: 2 FC MIDDLE: 1 FC OUTER: 0.5 FC NW SUNRISE DRIVENW GETTYSBURG LANECOOLER130MILL155BOILER145OFFICE135PRIVATE DINING105TASTING110CELLAR150CANNING/STORAGE120ELECTRICAL125VESTIBULE100BREW LAB140TOILET111TOILET113TOILET115TOILET112TOILET114TOILET116155B155A 145115113116114112111 140 120 CONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMIT CONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMIT KINSHIP BREWERYFFE 1030.75R03D01D00L04D02D03D04D08D05D06D07D09D10D11P01P02P03P04P05P06P10P07P09P08P11P12P13P15P16P17P14P25P18P19P20P21P22P24P23P26P27P28L05L06L07L08L03L02L01L10L11L12L14L09L16L13R04R05R06R02R07R01U05U02U04U01U06U08U09U12U13U14U15U16U17U11U10L17U03U07L15L18L20L19PATHWAY CONTROL POINT DATA#Position XPosition YP01341335.3636274923.4220P02341335.3118274952.5759P03341335.2520274986.2002P04341335.2377274994.2588P05341369.2654275197.6834P06341373.8176275210.3839P07341383.3219275234.5625P08341504.7276275420.7204P09341546.4125275464.7226P10341356.3925275203.5284P11341423.7301275167.0103P12341438.2424275143.4573P13341452.7547275119.9043P14341533.7653275074.4997P15341569.6467275054.3891P16341603.8228275035.2342P17341612.1345275033.0638P18341673.0905275033.0635P19341673.0904275024.0638P20341758.2780275024.0639P21341763.2780275008.0638P22341752.5282274999.2700P23341758.2779275204.8196P24341707.9435275115.0131P25341673.0906275052.8353P26341758.2778275279.6960P27341760.8291275286.3681P28341780.2684275308.0698RADII CONTROL POINT DATA#Position XPosition YR01341953.7367274995.3581R02341612.1345275050.0638R03341466.6646275144.7223R04341409.8202275142.1922R05341371.5754275190.5099R06341395.2954275250.5822R07341768.2780275279.6961RIM CONTROL POINT DATA#Position XPosition YU01341438.7801275248.8827U02341451.4514275219.6817U03341408.7297275143.8919U04341467.7974275219.7670U05341517.6781275165.0192U06341493.0790275262.9235U07341554.1721275230.2596U08341737.5790275204.3786U09341780.1645275169.5722U10341724.5282274999.2309U11341696.5282274999.2309U12341686.4862275043.5638U13341501.6628275039.1663U14341442.5044275030.9504U15341442.4117275009.6993U16341442.3642274919.5633U17341670.5638274919.6235DRIVE CONTROL POINT DATA#Position XPosition YD00341669.6949275014.1476D01341363.6331275229.8848D02341378.6816275223.0726D03341490.0121275160.8124D04341480.0376275143.0158D05341621.7957275063.5638D06341640.7044275063.5638D07341672.8534275120.9239D08341516.7065275208.4405D09341318.7819274969.3369D10341335.2820274969.3378D11341373.8639274969.3400LIGHTING CONTROL POINT DATA#Position XPosition YL01341694.2989275033.0911L02341714.8822275033.0911L03341735.4656275033.0911L04341764.2780275033.0912L05341764.2780275068.0912L06341764.2780275103.0912L07341764.2781275138.0912L08341764.2781275173.0912L09341727.2189275180.0841L10341706.4444275102.1118L11341575.9254275045.1383L12341484.1887275096.5545L13341423.2150275217.9013L14341578.6667275135.8836L15341484.5718275220.6469L16341408.1882274949.9059L17341467.3619275013.2305L18341615.3357275201.3083L19341591.8063275291.3017L20341695.7973275233.0173SCALE:30'60'15'7.5'0'1"=30'01 SITE COORDINATE POINT PLANLAYOUT NOTES:1.ALL CURBS RAMPS TO BE BUILT AS PER FEDERAL ACCESSIBILITYSTANDARDS.2.PAVING DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISENOTED.3.BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM SURVEYARE PREPARED BY CIVIL DESIGN ADVANTAGE, 3405 SE CROSSROADSDRIVE SUITE G, GRIMES, IOWA 50111.4.ALL WORK SHALL BE IN ACCORDANCE WITH OSHA CODES ANDSTANDARDS. NOTHING INDICATED ON THESE DRAWINGS SHALLRELIEVE THE CONTRACTOR FROM COMPLYING WITH ANYAPPROPRIATE SAFETY REGULATIONS.5.VERIFY COORDINATES PRIOR TO CONSTRUCTION.6.CONTRACTOR TO SUPPLY AND INSTALL ALL NECESSARY SLEEVESUNDER PAVING AND WALKS.7.ALL SIGNAGE SHALL RECEIVE SEPARATE APPROVALS AND PERMITTINGFROM THE CITY OF WAUKEE DEVELOPMENT SERVICESDEPARTMENT.8.FIRE DEPARTMENT ACCESS SHALL BE PROVIDED AS SOON AS THEBUILDING CONSTRUCTION BEGINS TO GO VERTICAL. ALL PAVEDSURFACES ON THE SITE PLAN FOR PHASE 1 WILL BE COMPLETEDPRIOR TO VERTICAL CONSTRUCTION OF THE BUILDING. IF PAVING ISNOT PROVIDED PRIOR TO BUILDING CONSTRUCTION THEN ATEMPORARY ACCESS SHALL BE PROVIDED FOR FIRE DEPARTMENTACCESS AROUND THE ENTIRE BUILDING TO BE WITHIN 100' OF ALLEXTERIOR PORTIONS OF THE BUILDING.SPECIAL PAVING LEGEND:TYPE 1: 4" P.C.C. WALKS; SEEDETAIL 05/L500TYPE 2: 6" P.C.C. DRIVES; SEEDETAIL 06/L500TYPE 3: 8" P.C.C DRIVES; SEEDETAIL 09/L500TYPE 4: UNIT PAVERS; SEE DETAIL 07/L500TYPE 5: GRAVEL PATHWAY; SEE DETAIL 12/L501PLANNINGARCHITECTUREINTERIORSCopyright C 2019/2020OWNER SIGN-OFF:SHEET NAME:PROJECT NO:DATE:SHEET SET:REVISIONS:DATESHEET:NAMECONSULTANT:303 Watson Powell Jr.WaySuite 200Des Moines, Iowa 50309515.633.2941515.633.2942 Faxwww.invisionarch.comKINSHIP BREWING COMPANY PARCEL 1, NW SUNRISE DRIVE WAUKEE, IOWA SPROUT PROPERTY COMPANY LLC-KPFFCONFLUENCECIVIL DESIGNADVANTAGESTRUCTURAL ENGINEERLANDSCAPE ARCHITECTCIVIL ENGINEERDescriptionDateNo.03-10-202018112 / 1825206-26-2019 - PRICE SET07-19-2019 - PRICE SET07-29-2019 - PRICE SET07-31-2019 - PUD SUBMITTALCITY SITE PLAN SUBMITTAL 09-10-2019 - CITY SITE SUBMITTAL10-09-2019 - PRICE SET11-21-2019 - SHEET SET12-16-2019 - CITY SITE SUBMITTALCONSTRUCTIONDOCUMENTS02-04-2020 - CITY SITE SUBMITTAL02-18-2020 - CITY SITE SUBMITTAL03-03-2020 - CITY SITE SUBMITTAL03-10-2020 - FINAL SITE SUBMITTALL304SITE COORDINATE POINTS18112COORDINATE POINT NOTES:1.VERIFY COORDINATES PRIOR TO CONSTRUCTION.2.SEE DETAILS 10 AND 11 ON SHEET L502 FOR COORDINATEPOINT PLACEMENT ON INLET AND OUTLET STRUCTURESFOR STORM DRAINS. CONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITPROPOSED 20'-0"SANITARY SEWER EASEMENT(STRATFORD CROSSING PLAT 4)PROPOSED 10'-0"PUBLIC UTILITY EASEMENT(STRATFORD CROSSING PLAT 4)EX. 20'-0" RIGHT OF WAY(STRATFORD CROSSING PLAT 4)EX. 8" SANITARY PIPEEX. 36" STORM PIPE6" WATER PIPE6" SANITARY PIPE20'-0"10'-0"20'-0"50'-0"ROAD CURBDRIVE CURBMONUMENT SIGN, 8' WIDE;CODE COMPLIANT LOCATIONPROPOSED RETENTION EASEMENTRETENTION EASEMENTSIGN SETBACKREQUIREMENTEX. 6" WATER PIPECONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMIT CONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITEX. 20'-0" RIGHT OF WAY(STRATFORD CROSSING PLAT 4)PROPOSED 20'-0"SANITARY SEWER EASEMENT(STRATFORD CROSSING PLAT 4)PROPOSED 10'-0"PUBLIC UTILITY EASEMENT(STRATFORD CROSSING PLAT 4)EX. 8" SANITARY PIPESTORM SUBDRAINEX. GAS EASEMENTBOOK 471 PAGE 365AND PROPOSEDRETENTION EASEMENTEX.GAS EASEMENTBOOK 471 PAGE 365ESTIMATED GAS LINE LOCATION20'-0"50'-0"10'-0"20'-0"ROAD CURBMONUMENT SIGN, 8' WIDE;CODE COMPLIANT LOCATIONPROPOSED RETENTION EASEMENTSIGN SETBACKREQUIREMENTSCALE:50'100'25'12.5'0'1"=50'02SIGN LAYOUT PLAN: MAIN ENTRY SIGNPLANNINGARCHITECTUREINTERIORSCopyright C 2019/2020OWNER SIGN-OFF:SHEET NAME:PROJECT NO:DATE:SHEET SET:REVISIONS:DATESHEET:NAMECONSULTANT:303 Watson Powell Jr.WaySuite 200Des Moines, Iowa 50309515.633.2941515.633.2942 Faxwww.invisionarch.comKINSHIP BREWING COMPANY PARCEL 1, NW SUNRISE DRIVE WAUKEE, IOWA SPROUT PROPERTY COMPANY LLC-KPFFCONFLUENCECIVIL DESIGNADVANTAGESTRUCTURAL ENGINEERLANDSCAPE ARCHITECTCIVIL ENGINEERDescriptionDateNo.03-10-202018112 / 1825206-26-2019 - PRICE SET07-19-2019 - PRICE SET07-29-2019 - PRICE SET07-31-2019 - PUD SUBMITTALCITY SITE PLAN SUBMITTAL 09-10-2019 - CITY SITE SUBMITTAL10-09-2019 - PRICE SET11-21-2019 - SHEET SET12-16-2019 - CITY SITE SUBMITTALCONSTRUCTIONDOCUMENTS02-04-2020 - CITY SITE SUBMITTAL02-18-2020 - CITY SITE SUBMITTAL03-03-2020 - CITY SITE SUBMITTAL03-10-2020 - FINAL SITE SUBMITTALL305SIGNAGE LAYOUT PLANSCALE:50'100'25'12.5'0'1"=50'01SIGN LAYOUT PLAN : NORTH SIGN5'1'2.5'5'1'2.5' -e-4-------.------------ ,, , ' '' LEANOUT 37 ;-8 ,,/ / / / NW/ APRON GUARD ✓137 LF✓6" SANITARY SEWER0 4.0!1: CBmN'I CROSSING· BOTTOM OF STORM-1020.83 � 8J 6 LF OF TOP OF SANITARY=1017.85 • ---12 HDPE O 2.00!1:· �--_·(LENGTH INCWDES APRON) FIRE DEPARTMENT CONNECTION EX. TEMPORARY CONSTRUCTI ON EASEMENT BK. 2017, PG. 11629 ' :1.o25 i;;"i'mici REiisE?--�!f1,000 GALLON GREASE CONTRACTOR TO COORDINATE UTILITY AND FOOTING CR OSSING WITH ARCHITECTURAL PLANS. ST-17 NYLOPLAST INTAKE W/ ,-,-15" DOME GRATERIM-1029.59 INTERCEPTOR. REFER TO MEP \�LANS FOR DETAILS. / 4" SANITARY SEWER SERVICE FL=1019.32 FL 12" (E)-1025.11 FL 12" (N)-1025.01 , __ ,__, 18 LF OFF""'F-=-1 4" SANITARY SEWER ------------------4• SANITARYSEWER SERVICE FL=1020.35 FFE-1030. 75 95 LF OF 1 /2" WATER SERVICE FROM BUILDING (PEX) 0 6.0'1: . '. . I SPRINKLER RISER .• •. LOCATION. VERIFY WITH ·ARCHITECTURAL PLANS. ' 6" FIRE DOWNSP OUT SERVICE _[_ CONNECTI ON (TYP.) _,..._.., _____ _ --7 ----::":°_"":�--�-------------------:==-�- __ ,.--ST-8 ----------STORM CLEANOUT--------- -----TRANSF ORMER PAD. L22B-B LF OF PER�o�•-:re:D -REFER TO ELECTRIC-----------------• r· = ----PLANS FOR DETAILS 10 HDPE O 1.00!1: RIM=1029.60 FL 1 O" (W)=1024.27 53 LF OF 1 /2" WATER SERVICE FROM BUILDING. (PEX) •. ... '«1 & OF•. -12" HDPE O 1.00!1: · *** NOTE *** LOCATION OF FIRE DEPARTMENT CONNECTION TO BE VERIFIED WITH FIRE MARSHAL PRIOR TO BUILDING -------PERMIT BEING ISSUED. HYDRANT ASSEMBLY FGH=1029.06 / • • □ / / / / ST-18 // . 4" PERFORATED SUBDRAIN FL=1026.59 L-1827 LF OF12" HDPE O 1.00!1:I \ CRmCAI CROSSING· NYLOPLAST INTAKE W/ ,/15" DOME GRA:rE RIM=1029.59 ,/FL 12" (W)=1025.38 ,/ // /,/ /,/ .,✓/ BOTTOM OF STORM= 1025.37 TOP OF WATER=1023 .87 _____________ \ / • / / / �LF� / / __ 6" PERFORATED SUBDRAIN. ________ -/- _ REFER TO PER ORATED SUBDRAIN DETAIL--------:✓-(SLOPE TO DRAIN) ' . I // SANITARY CLEANOUT _, =:==��-� RIM=1030.40 FL-1025.14" ' 48 LF OF 4" SEWER SERVICE 0 2.0!1: FROM BUILDING. / / 15' SCA!E ----� 30' PERFORA:rED SUBDRAIN 60' TOPS OIL UTILITY NOTES 1.FIELD VERIFY ELEVATIONS AND LOCATIONS OF ALL CONNECTIONS TO EXISTING UTILITIES PRIOR TO COMMENCING CONSTRUCTION.2.PROVIDE TEMPORARY SUPPORT FOR EXISTING UTILITY LINES THAT ARE ENCOUNTERED DURINGCONSTRUCTION UNTIL BACKFILLING IS COMPLETE.3.BACKFILL ALL UTILITY TRENCHES ACCORDING TO THE MOST RECENT EDITION OF THE SU DAS STANDARDSPECIFICATIONS AND ALL CITY OF WAUKEE STANDARD SPECIFICATIONS. MAINTAIN A MINIMUM OF 5.50'COVER OVER ALL WATERMAINS.4.ADJUST ALL MANHOLES AND INTAKES TO FINISHED GRADES. INSTALL CHIMNEY SEALS ON ANY ADJUSTEDMANHOLES. ALL PROPOSED SANITARY MANHOLES ARE TO UTILIZE A TYPE 'B' CASTING. 5.ALL SANITARY SEWER AND WATER SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OFWAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS. 6.18" MINIMUM VERTICAL CLEARANCE BETWEEN STORM SEWER AND SANITARY SEWER PIPES. 18" MINIMUMVERTICAL CLEARANCE BETWEEN SANITARY SEWER AND WATER MAIN.7.MAINTAIN A MINIMUM OF 1 O' HORIZONTAL SEPARATION BETWEEN SANITARY SEWER LINES AND WATERMAINS.8.WHERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS OR ENCOUNTERED WITHIN THECONSTRUCTION AREA, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNERS OFTHOSE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. THE CONTRACTOR SHALL AFFORDACCESS TO THESE FACILITIES FOR NECESSARY MODIFICATION OF SERVICES. UNDERGROUND FACILITIES,STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, ANDTHEREFORE, THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THERE MAY BEOTHERS. THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN OR SHOWN. IT IS THE CONTRACTORSRESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATIONS AND TO AVOID DAMAGETHERETO. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANYINTERFERENCE OR DELAY CAUSED BY SUCH WORK. THE CONTRACTOR IS REQUIRED TO UTILIZE THEUTILITY ONE-CALL SERVICE AT 800 -292-B989 AT LEAST 48 HOURS PRIOR TO EXCAVATING ANYWHERE ON THEPROJECT.9.ALL WATERMAIN WORK, PUBLIC OR PRIVATE SHALL BE DONE IN ACCORDANCE WITH THE CITY OF WAUKEESTANDARD SPECIFICATIONS.10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF WORK OF ALLSUBCONTRACTOR(S) INVOLVED IN THE PROJECT.11.PRIVATE UTILITIES TO BE INSTALLED PER THE CITY OF WAUKEE STANDARD SPECIFICATIONS AND THELATEST VERSION OF THE UNIFORM PLUMBING CODE. CONTACT BUILDING INSPECTION A MINIMUM OF 24HOURS IN ADVANCE FOR UTILITY INSTALLATION INSPECTIONS. ALL APPLICABLE UTILITY COMPANIES SHALLBE CONTACTED 48 HOURS PRIOR TO ANY WORK BEING STARTED.12.OWNER IS RESPONSIBLE FOR MAINTENANCE OF PRIVATE RETENTION FACILITIES AND PRIVATE UTILITIES.15.CONTRACTOR SHALL PREVENT ENTRY OF MUD, DIRT, DEBRIS AND OTHER MATERIAL INTO NEW ANDEXISTING SEWER SYSTEMS. SHOULD ANY CONTAMINATION OCCUR DURING CONSTRUCTION, THE CONTRACTOR SHALL CLEAN AT NO COST TO THE OWNER. INSTALL SEDIMENT CONTROLS AT ALL PERMANENT STORM SEWER INLETS. DROP DOWN INLET PROTECTION IS REQUIRED FOR PUBLIC STREETS.16.CONTRACTOR SHALL TEST AND INSPECT ALL PROPOSED STORM SEWER, WATERMAIN AND SANITARYSEWER. THE CITY OF WAUKEE ENGINEERING DEPARTMENT IS REQUIRED TO WITNESS TESTING. ALLTESTING SHALL BE COMPLETED MEETING CITY OF WAUKEE STANDARDS.17.ALL UTILITY TIE-INS TO EXISTING PUBLIC UTILITIES SHOULD BE COORDINATED WITH THE CITY OF WAUKEEENGINEERING DEPARTMENT.18.ALL PRIVATE AND PUBLIC SANITARY SEWER AND STORM SEWER PIPES SHALL BE CLEANED OUT ANDTELEVISED PRIOR TO PAVING. ALL SANITARY MANHOLES SHALL BE VACUUMED TESTED. A HARD COPY OFTHE REPORT AND VIDEO SHALL BE PROVIDED TO THE CITY OF WAUKEE ENGINEERING DEPARTMENT.19.ALL CONNECTIONS TO EXISTING SANITARY SEWER MANHOLES SHALL BE CORE DRILLED AND A LINK SEALSHALL BE USED FOR THE CONNECTION.20.IT IS THE OWNER'S RESPONSIBILITY TO COORDINATE IRRIGATION AND METER PITS WITH THE WAUKEEPUBLIC WORKS DEPARTMENT.21.ALL HYDRANTS SHALL HAVE 4" STORZ FITTINGS.22.WATER SERVICE CURB STOPS ARE TO DRAIN BACK TOWARDS THE MAIN SERVICE LINE FOR WINTER SHUTDOWN. NDISTURBED SOIL FINISHED GRADE INSTALL WYE PER MANUFACTURER'S SPECIFICATIONS HDPE OR RCP (SEE PLANS) SQUARE TO ROUND DOWNSP OUT ADAPTER INSER:rED IN RISER PIPE INSTALL TRANSmON FlTTING WHERE DISSIMILAR PIPES ARE PRESENT HDPE PIPE INSTALL HDPE BEND PER MANUFACTURER'S SPECIFICATIONS BUILDING FACE PERFORATED SUBDRAIN DOWNSPOUT CONNECTION WITH WYE NOT TO SCALE NOT TO SCALE INVISION PLANNING ARCHITECTUF!E INTERIORS 303 Watson Powell Jr. Way Suite 200 Des Moines, Iowa 50309 515.633.2941 515.633.2942 Fax www.invisionarch.com CONSULTANT: STRUCTURAL ENGINEER KPFF LA NDSCAPE ARCHITECT CONFLUENCE CIVIL ENGINEER CIVIL DESIGN ADVANTAGE RE VISIONS: Descrintion Date No. 06-26-2019 -PRICE SET07-19-2019 -PRICE SET07-29-2019 -PRICE SET07-31-2019 -PUD SUBMITTAL09-10-2019 -CITY SITE SUBMITTALI 0-09-2019 -PRICE SET 11-21-2019 -SHEET SET12-16-2019 -CITY SITE SUBMITTAL02-04-2020 -CITY SITE SUBMITTAL02-18-2020 -CITY SITE SUBMITTAL03-02-2020 -CITY SITE SUBMITTAL OWNER SIG N-OFF: DATE >z <( CL :'?: 0 u "" UJ "" CL t::::, 0 "" CL V) PROJECT NO: 18112 / 18252 DATE: 03-10-2020 SHEET SET: CONSTRUCTION DOCUMENTS SHEET NAME: UTILITY PLAN SHEET: ClOO NAME 03-10-2020 - FINAL SITE SUBMITTAL 0 "' 0 Lu f-"' Lu / // / / / / / / / / // / // , / UNDISTURBED/ / AREA // / / / / / / / / / // / / // / / / / / / , / ''. ' I / I \I I I 3.14 I 1-ffl-tf'!'!t--11 ;! A . 'I I 0.. . I -----t---M4�fcoNC�--ll-.../ /4 / --___ ,,--------- / / LENGTH, L ST-3: 8'; ST-5: 8'; ST-9: 6'; ST-11: 6' ST-13: 10'; ST-15: 6' A i---.. -- • • j-..,r--- ••"' a, -I I f-f(f) "'-··o"' "'"'··-0>-LO rrl1-f-I "' f-(f) ROCK APRON FOR PIPE OUTLET NOT TO SCALE r,/ ... ,. ... , ,,I I /'-.._ I I I 7 ' , J...... ,....._ I I I I / --------/ /� 'I / ' INSTALL 5 TONS OF , CLASS 'E' RIP RAP -,...,_ I r, .... I I ?--.. .., I I ;-... .., I !_l__,i�/-<,�, I r-. ...I I I ?,.., / / / / / / DETENTION BASIN (POST-CONSTRUCTION / MEASURE) / / / PROFJLE Section A-A / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / SWPPP LEGEND x.xx %DRAINAGE ARROW GRADING LIMITS SILT FENCE --------- INLET PROTECTION PORTABLE RESTROOM CONCRETE WASHOUT PIT UNDISTURBED AREA RIPRAP GRAVEL ENTRANCE STAGING AREA / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ™ mm 1111111111111 , VICINITY MAP NOT TO SCALE /HWY6 WAUKEE, IOWA STABILIZATION QUANTITIES ITEM NO. ITEM UNIT TOTAL 1 SILT FENCE LF 2888 2 FILTER SOCK LF 175 3 SUDAS TYPE 4 SEEDING, FERTILIZING, AND MULCHING AC 4.18 4 INLET PROTECTION DEVICES EA 6 5 CONCRETE WASHOUT PIT EA 1 6 10" PVC TEMPORARY STANDPIPE EA 2 7 CURL.EX II EROSION CONTROL BLANKETS SF 24,384 DISCHARGE POINT SUMMARY DISCHARGE POINT #l TO AN UNNAMED JRIBLJTARY OF IITTI E WAI NUT CREEK ±1400 FI TOTAL AREA DISlURBED TO DISCHARGE POINT 6.28 ACRES STORAGE VOLUME REQUIRED (# OF ACRES*3600 CU FT) 22,608 CU FT VOLUME PROIIIDED IN FILTER SOCK (175 LF O 2.0 CU FT/LF OF SOCK) VOLUME PROI/IDED IN SILT FENCE (2,888 LF O 4.5 CU FT/LF OF FENCE) VOLUME PROI/IDED IN TSB /11 VOLUME PBOYIDEP IN TSB f2 TOTAL VOLUME PROI/IDED 350 CU FT 12,996 CU FT 68,418 CU FT 36 758 CU EI 118,522 CU FT NOTES: 1. 2. 3. 4. WATER TAKEN FROM ANY DEWATERING ACTII/ITIES SHALL BE DISCHARGED INTO A TEMPORARY SEDIMENT BASIN OR SHALL RUN THROUGH A DEWATERING SILT SACK PRIOR TO LEA I/ING THE SITE. DISlURBED AREAS SHALL BE TEMPORARILY SEEDED OR MULCHED PRIOR TO THE SITE SHUTTING DOWN FOR WINTER CONDITIONS. WASTE FROM CONCRETE WASHOUT AND WET SAW CUTTING IS NOT ALLOWED TO BE DISCHARGED TO SURFACE WATERS AND IS NOT ALLOWED TO ADVERSELY AFFECT A WATER OF THE STATE. INSTALL CURLEX II EROSION CONTROL BLANKETS IN SWALES AND AREAS THAT CALL OUT NATIVE WETLAND SEED MIX. REFER TO LANDSCAPING PLAN FOR LOCATION OF NATIVE SEEDED AREAS. AREA OF DISTURBANCE = 6.28 AC ' (POST-CONSTRUCTION MEASURE) I I I )--....._ I I I ,..._, !///--... .., I I I r---... / / / / / / / / // / / / / / // / / / / / / / // TEMPORARY STAND PIPE DETAIL {TSB #1) INSTALL 5 TONS OF CLASS 'E' RIP RAP (POST -CONSTRUCTION MEASURE) I I I )",.., I I /•�-�'."\ I INSTALL 8 TONS OF CLASS 'E' RIP RAP (POST -CONSTRUCTION MEASURE) / / / / / / / / / / / NOT TO SCALE / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // // UNDISTURBED / AREA / / // / / / / / / / / / / / / / / / / / / / / / / / OUTLET PIPE BRACE CMP OR HDPE RISER PIPE AS REQUIRED 1 o• CMP OR HDPE RISER PIPE 5• MIN. 90" BEND 11 P.C.CMP OR HOPE RISER PIPE O.D. TO FIT 1.0. OF 12' RCP APRON AND PROVIDE WATERTIGHT SEAL. CONCRETE FOOTING 1 o• DIA. I RISER 000 .. • DA#1 6.28A TEMPORARY STAND PIPE DETAIL (TSB #2) •.·. -� ··•.·•: .. ·· .:··:;.·· ••• f •··. ·-.• ·. . . ·;· .. . . . .....__�.--,_•c-,-''W--'d-:""--''-•�o�;�/_'.�,�:���--�· t-" ·."lo· : • □ . . . �. ,:.,. -.. . , .... ' :·· / / / / / / // / / // // / // c , / / , / / / / / / / POTE�TOPSOIL / y / / ✓ NOT TO SCALE OUTLET PIPE BRACE CMP OR HDPE RISER PIPE AS REQUIRED 1 o• CMP OR HOPE RISER PIPE 6' MIN. 11 90" BEND P.C.CMP OR HDPE RISER PIPE O.D. TO FIT I.D. OF 12' RCP APRON AND PROVIDE WATERTIGHT SEAL CONCRETE FOOTING 10' DIA, I RISER 00 000 .. . ;.. .· TOP OF RISER ELEVATION=1022.25 3 ROWS OF 6-2' DIA. HOLES, WRAP EXTERIOR OF RISER WITH FILTER FABRIC FL=1020.25 t 42' MIN. l TOP OF RISER ELEVATION=1023.00 2 ROWS OF 3 AND 1 ROW OF 4-2' DIA. HOLES WRAP EXTERIOR OF RISER WITI-i FILTER FABRIC FL=1020.77 t 42' MIN. l SCALE / /UNDISTURBED/ / / / / / / / / / � STOCKPILE LOCATION / / X / / / / / / /, A� , / / / / / / / / / / 0�/, / / / ' / / ;, / / / / / // / / / / / // / / / / / / / / / >( / // )' --/ / ' / / , / / / / / / , / / / // X. / // / --o·20· 40' BO' INVISION PLANNING ARCHITECTURE INTERIORS 303 Watson Powell Jr . Way Suite 200 Des Moines, Iowa 50309 515.633.2941 515.633.2942 Fax www.invisionarch.com CONSULTANT: STRUCTURAL ENGINEER KPFF LANDSCAPE ARCHITECT CONFLUENCE CIVIL ENGINEER CIVIL DESIGN ADVANTAGE REVISIONS: Descriotion Date No. 06-26-2019 -PRICE SET 07-19-2019 -PRICE SET 07-29-2019 -PRICE SET 07-31-2019 -PUD SUBMITTAL 09-10-2019 -CITY SITE SUBMITTAL 10-09-2019 -PRICE SET 11-21-2019 -SHEET SET 12-16-2019 -CITY SITE SUBMITTAL 02-04-2020 -CITY SITE SUBMITTAL 02-18-2020 -CITY SITE SUBMITTAL 03-02-2020 -CITY SITE SUBMITTAL OWNER SIGN-OFF: DATE >z � 0 u a:: LJ.J c... 0 a:: c... 1-:::, 0 a:: c... V) NAME PROJECT NO: 18112 / 18252 DATE: 03-10-2020 SHEET SET: CONSTRUCTION DOCUMENTS SHEET NAME: EROSION AND SEDIMENT CONTROL PLAN SHEET: ClOl C:-pyri�hl © 2:19/2020 03-10-2020 - FINAL SITE SUBMITTAL NW SUNRISE DRIVENW GETTYSBURG LANECOOLER130MILL155BOILER145OFFICE135PRIVATE DINING105TASTING110CELLAR150CANNING/STORAGE120ELECTRICAL125VESTIBULE100BREW LAB140TOILET111TOILET113TOILET115TOILET112TOILET114TOILET116155B155A 145115113116114112111 140 120 CONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMIT CONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMIT KINSHIP BREWERYFFE 1030.751025102510251025102510261026102610201020102010261026102710271027102810281027102810291030103110301029102610271030102610251026103010321028102810291027102610271025103110271011101510151010102610251027102801L40112L50101L402(3) PP(1) PB(1) AP(1) PP(1) BN(1) AP(1) BN(1) GB(1) AP(1) QM(1) AP(1) AC(1) CC(1) GB(1) LD(1) LS(2) AG(1) BN(1) QM(1) LS(1) PB(1) LD(1) AP(1) LS(1) LD(1) GB(1) BN(1) AC(1) LS(1) AP(1) QM(1) LD(1) AG(1) GB(1) PB(1) AP(1) QM(1) BN(1) PP(1) HQ(1) PH(1) PH(1) HQ(1) HQ(1) HQ(1) PH(1) HQ(2) PH(1) SV(1) CO(1) SV(1) CC(1) CO(1) CO(1) SV(1) FO(1) FO(1) FO(1) HM(1) HM(1) HM(1) CD(2) HP(1) CD(1) HP(1) HP(2) CD(1) PT(2) PT(1) PT(1) PD(2) PO(1) PD(1) PO(1) PD(1) PT(5) AR(5) JC(1) PBFUTURE GRAIN BINSCONNECTION TOTRAIL AT EXISTINGGAP IN VEGETATIONPROPOSED TRAILEASEMENT(5) JC(1) GBSCALE:30'60'15'7.5'0'1"=30'01 LANDSCAPE PLANPLANTING NOTES:1.SEED ALL AREAS WITHIN CONTRACT LIMITS, NOT COVERED BY PAVING, BUILDINGS, OR PLANTING BEDS, UNLESS OTHERWISE NOTED. THE AREA WITHIN THE RIGHT OF WAY TONORTHWEST SUNRISE DRIVE SHALL BE REPAIRED WITH SOD.2.PLANT QUANTITIES ARE FOR INFORMATION ONLY; DRAWING SHALL PREVAIL IF CONFLICT OCCURS.3.NOTIFY LANDSCAPE ARCHITECT AFTER STAKING IS COMPLETED AND BEFORE PLANT PITS ARE EXCAVATED.4.CONTRACTOR SHALL PLACE SHREDDED BARK MULCH AROUND ALL TREES AND IN ALL PLANTING BEDS TO A DEPTH OF 3".5.KIND, SIZE AND QUALITY OF PLANT MATERIAL SHALL CONFORM TO AMERICAN STANDARDS FOR NURSERY STOCK, ANSI 260-1992, OR MOST RECENT EDITION.6.THE CONTRACTOR SHALL REPORT SUBSURFACE SOIL OR DRAINAGE PROBLEMS TO THE LANDSCAPE ARCHITECT.7.THE CONTRACTOR SHALL SHOW PROOF OF PROCUREMENT, SOURCES, QUANTITIES AND VARIETIES FOR ALL SHRUBS, PERENNIALS, ORNAMENTAL GRASSES, AND ANNUALSWITHIN 21 DAYS FOLLOWING THE AWARD OF CONTRACT. TIMELY PROCUREMENT OF ALL PLANT MATERIAL IS ESSENTIAL TO THE SUCCESSFUL COMPLETION AND INITIALACCEPTANCE OF THE PROJECT.8.SUBSTITUTIONS SHALL ONLY BE ALLOWED WHEN THE CONTRACTOR HAS EXHAUSTED ALL SOURCES FOR THE SPECIFIED MATERIAL, AND HAS PROVEN THAT THE SPECIFIEDMATERIAL IS NOT AVAILABLE. THE CONTRACTOR MUST PROVIDE NAME AND VARIETY OF SUBSTITUTION TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO TAGGING ORPLANTING. SUBSTITUTIONS SHALL BE NEAREST EQUIVALENT SIZE OF VARIETY OF PLANT HAVING SAME ESSENTIAL CHARACTERISTICS. ALL SUBSTITUTIONS SHALL BE APPROVEDIN WRITING BY THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT.9.ALL PLANT MATERIAL SHALL BE NURSERY GROWN, SOUND, HEALTHY, VIGOROUS AND FREE FROM INSECTS, DISEASE AND INJURIES, WITH HABIT OF GROWTH THAT IS NORMALFOR THE SPECIES. SIZES SHALL BE EQUAL TO OR EXCEEDING SIZES INDICATED ON THE PLANT LIST. THE CONTRACTOR SHALL SUPPLY PLANTS IN QUANTITY AS SHOWN ON THEDRAWINGS. MINIMUM SIZE FOR REQUIRED PLANTINGS AS FOLLOWS; 8' HEIGHT FOR DECIDUOUS OVERSTORY TREES, 6' HEIGHT FOR DECIDUOUS ORNAMENTAL TREES, AND6'HEIGHT FOR EVERGREEN OVERSTORY TREES.10.STAKE OR PLACE ALL PLANTS IN FIELD AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE LANDSCAPE ARCHITECT FOR APPROVAL BY THE OWNER PRIOR TO PLANTING.11.USE CURLEX DOUBLE NET (CURLEX II) EROSION CONTROL BLANKETS TO STABILIZE TYPE 1: WETLAND SEED MIX AND TYPE 4: PARKING SWALE PLANTINGS.PLANT SCHEDULEKEYQTY.BOTANICAL NAMECOMMON NAMESIZEROOTSPACING & REMARKSOVERSTORY TREESAP7Acer platanoidesNORWAY MAPLE8' HTB&BSPECIMEN QUALITYGB5Ginkgo bilobaGINKGO8' HTB&BSPECIMEN QUALITY MALEBN5Betula nigraRIVER BIRCH8' HTB&BSPECIMEN QUALITYLS4Liquidambar styracifluaSWEETGUM8' HTB&BSPECIMEN QUALITYQM4Quercus macrocarpaBUR OAK8' HTB&BSPECIMEN QUALITYUNDERSTORY TREESAG3Acer griseumPAPERBARK MAPLE6' HTB&BTREE FORMAC2Amelanchier canadensisSHADBLOW SERVICEBERRY6' HTB&BTREE FORMCC2Cercis canadensisEASTERN REDBUD6' HTB&BTREE FORMAR5Acer palmatum 'Twombly's Red Sentinel'TWOMBLY'S RED SENTINEL JAP. MAPLE5 GALCONT.SPECIMEN QUALITYEVERGREEN TREESLD4Larix deciduaEUROPEAN LARCH6' HTB&BAS SHOWN ON PLANPP5Picea pungensCOLORADO BLUE SPRUCE6' HTB&BAS SHOWN ON PLANPB4Pinus bungeanaLACEBARK PINE12' HTB&BAS SHOWN ON PLANTYPE 1: NATIVE WETLAND SEED MIXTYPE 2: SEEDED LAWN TURF MIXTYPE 3: SODPERENNIAL PLANTINGS; SEE SHEETL401TYPE 4: SPECIAL PARKING SWALEPLANTINGS; SEE SHEET L402SEE NOTE 11 FOR ADDITIONAL INFO.L400SITE LANDSCAPE PLANPLANNINGARCHITECTUREINTERIORSCopyright C 2019/2020OWNER SIGN-OFF:SHEET NAME:PROJECT NO:DATE:SHEET SET:REVISIONS:DATESHEET:NAMECONSULTANT:303 Watson Powell Jr.WaySuite 200Des Moines, Iowa 50309515.633.2941515.633.2942 Faxwww.invisionarch.comKINSHIP BREWING COMPANY PARCEL 1, NW SUNRISE DRIVE WAUKEE, IOWA SPROUT PROPERTY COMPANY LLC-KPFFCONFLUENCECIVIL DESIGNADVANTAGESTRUCTURAL ENGINEERLANDSCAPE ARCHITECTCIVIL ENGINEERDescriptionDateNo.03-10-202018112 / 1825206-26-2019 - PRICE SET07-19-2019 - PRICE SET07-29-2019 - PRICE SET07-31-2019 - PUD SUBMITTALCITY SITE PLAN SUBMITTAL 09-10-2019 - CITY SITE SUBMITTAL10-09-2019 - PRICE SET11-21-2019 - SHEET SET12-16-2019 - CITY SITE SUBMITTALCONSTRUCTIONDOCUMENTS02-04-2020 - CITY SITE SUBMITTAL02-18-2020 - CITY SITE SUBMITTAL03-03-2020 - CITY SITE SUBMITTAL03-10-2020 - FINAL SITE SUBMITTALDECIDUOUS SHRUBSCD4Callicarpa dichotoma f. albifructaWHITE BEAUTYBERRY1 GALCONT.SPECIMEN QUALITYCO3Cotinus coggygria 'Ancot' GOLDEN SPIRITANCOT SMOKETREE3 GALCONT.SPECIMEN QUALITYFO3Forsythia x intermedia 'Sunrise'SUNRISE FORSYTHIA1 GALCONT.SPECIMEN QUALITYHP4Hydrangea paniculata 'Jane' LITTLE LIMEJANE LITTLE LIME HYDRANGEA1 GALCONT.SPECIMEN QUALITYHQ5Hydrangea quercifolia 'Alice'ALICE OAKLEAF HYDRANGEA1 GALCONT.SPECIMEN QUALITYPH5Physocarpus opulifolius 'Diabolo'DIABOLO NINEBARK1 GALCONT.SPECIMEN QUALITYSV3Syringa vulgarisCOMMON LILAC3 GALCONT.SPECIMEN QUALITYHM3Hammamelis mollis 'Princeton Gold'PRINCETON GOLD WITCHHAZEL1 GALCONT.SPECIMEN QUALITYEVERGREEN SHRUBSPT5Picea pungens 'Thuem'THUEM COLORADO BLUE SPRUCE3 GALCONT.SPECIMEN QUALITYPO3Picea orientalis 'Compacta'COMPACT ORIENTAL SPRUCE3 GALCONT.SPECIMEN QUALITYPD3Pinus densiflora 'Low Grow'LOW GROW JAPANESE RED PINE3 GALCONT.SPECIMEN QUALITYJC10Juniperus chinensis 'Spearmint'SPEARMINT JUNIPER3' HTCONT.SPECIMEN QUALITYSEED MIXESSQ.FT.ACRESSEED TYPEMIX NAMESUPPLIERSEED RATE22,175.51TYPE 1: WETLANDRAIN GARDEN MIXTUREUNITED SEEDS INC.16 LBS/ACRE114,487.932.63TYPE 2: LAWNTUFF-STUFF TURFGRASSLACROSSE SEED10 LBS/1,000SF41,0550.94TYPE 3: SODPLANTING REQUIREMENTS:·15% OPEN SPACE REQUIREDLOT AREA = 272,684.25 SFREQUIRED OPEN SPACE = 40,749.3 SFTOTAL PROVIDED OPEN SPACE = 200,684.97 SF·ONE TREE AND ONE SHRUB PER 1,000 SF OFREQUIRED OPEN SPACE.40,902.64/1,000 = 41 TREES, 41 SHRUBS MINIMUMSHRUBS PROVIDED: 51TREES PROVIDED: 50EXIST. OVERSTORY = 0EXIST. UNDERSTORY = 0EXIST. EVERGREEN = 0NEW OVERSTORY = 25 = 50%NEW UNDERSTORY = 12 = 24% NEW EVERGREEN = 13 = 26%≥25% OF ALL REQUIRED TREES SHALL BE EVERGREEN≥50% OF ALL REQUIRED TREES SHALL BE OVERSTORY (16) PA(15) SH(15) HA(16) EM(6) HL(100) PT(5) SH(3) HA(3) EC(4) EM(1) HBPLANTED SOD;SEE DETAIL 10/L501STEPPING STONES;SEE DETAIL 01/L501DRAIN TILE; SEEUTILITY SHEETSSTEPPING STONES;SEE DETAIL 01/L5015.5'4.0'ALUMINUM EDGING21.8'22.0'6.2'OVERHEAD STRUCTUREPOSTS, SEE ARCH SHEETS.OVERHEAD STRUCTUREPOSTS, SEE ARCH SHEETS.FUTURE VENDOR BOOTHCHILLER BY EQUIPMENTMANUFACTURERANEMONE CANADENSIS (WINDFLOWER)ECHINACEA 'CHEYENNE SPIRIT' (CHEYENNE SPIRIT CONEFLOWER)ECHINACEA 'MARMALADE' (MARMALADE CONEFLOWER)HEMEROCALLIS 'APRICOT SPARKLES' (APRICOT SPARKLES DAYLILY)HEUCHERA AMERICANA 'BARTRAM' (BARTRAM CORAL BELLS)HUMULUS LUPUS (EUROPEAN HOPS)PACHYSANDRA TERMINALIS 'VARIEGATA' (VARIEGATED PACHYSANDRA)PENNISETUM ALOPECUROIDES 'LITTLE BUNNY' (LITTLE BUNNY FOUNTAIN GRASS)SPOROBOLIS HETEROLEPIS 'TARA' (TARA PRAIRIE DROPSEED)ACER PALMATUM 'TWOMBLY'S RED SENTINEL' (COLUMNAR RED JAPANESE MAPLE)SCALE:50'100'25'12.5'0'1"=50'01 LANDSCAPE PLANL401SITE LANDSCAPE PLANPLANNINGARCHITECTUREINTERIORSCopyright C 2019/2020OWNER SIGN-OFF:SHEET NAME:PROJECT NO:DATE:SHEET SET:REVISIONS:DATESHEET:NAMECONSULTANT:303 Watson Powell Jr.WaySuite 200Des Moines, Iowa 50309515.633.2941515.633.2942 Faxwww.invisionarch.comKINSHIP BREWING COMPANY PARCEL 1, NW SUNRISE DRIVE WAUKEE, IOWA SPROUT PROPERTY COMPANY LLC-KPFFCONFLUENCECIVIL DESIGNADVANTAGESTRUCTURAL ENGINEERLANDSCAPE ARCHITECTCIVIL ENGINEERDescriptionDateNo.03-10-202018112 / 1825206-26-2019 - PRICE SET07-19-2019 - PRICE SET07-29-2019 - PRICE SET07-31-2019 - PUD SUBMITTALCITY SITE PLAN SUBMITTAL 09-10-2019 - CITY SITE SUBMITTAL10-09-2019 - PRICE SET11-21-2019 - SHEET SET12-16-2019 - CITY SITE SUBMITTALCONSTRUCTIONDOCUMENTS02-04-2020 - CITY SITE SUBMITTAL02-18-2020 - CITY SITE SUBMITTAL03-03-2020 - CITY SITE SUBMITTAL03-10-2020 - FINAL SITE SUBMITTALPLANT SCHEDULEKEYQTY.BOTANICAL NAMECOMMON NAMESIZEROOTSPACING & REMARKSPERENNIALSAC8Anemone canadensisWINDFLOWER1 GALCONT.3'-0" O.C.EC22Echinacea 'Cheyenne Spirit'CHEYENNE SPIRIT CONEFLOWER1 GALCONT.2'-0" O.C.EM30Echinacea 'Marmalade'MARMALADE DOUBLE CONEFLOWER1 GALCONT.3'-0" O.C.HA39Hemerocallis 'Apricot Sparkles'APRICOT SPARKLES DAYLILY1 GALCONT.2'-0" O.C.HB20Heuchera americana 'Bartram'BARTRAM CORAL BELLS1 GALCONT.2'-0" O.C.HL6Humulus lupulusEUROPEAN HOPS1 GALCONT.8'-0" O.C.PT100Pachysandra terminalis 'Variegata'VARIEGATED PACHYSANDRA#32PLUG1'-6" O.C. TRIANGULARGRASSESPA32Pennisetum alopecuroides 'Little Bunny'LITTLE BUNNY FOUNTAIN GRASS1 GALCONT.2'-0" O.C.SH46Sporobolis heterolepis 'Tara'TARA PRAIRIE DROPSEED1 GALCONT2'-0" O.C.5'1'2.5'PLANTING NOTES:1.SEED ALL AREAS WITHIN CONTRACT LIMITS, NOT COVERED BY PAVING, BUILDINGS, ORPLANTING BEDS, UNLESS OTHERWISE NOTED. THE AREA WITHIN THE RIGHT OF WAY TONORTHWEST SUNRISE DRIVE SHALL BE REPAIRED WITH SOD.2.PLANT QUANTITIES ARE FOR INFORMATION ONLY; DRAWING SHALL PREVAIL IF CONFLICTOCCURS.3.NOTIFY LANDSCAPE ARCHITECT AFTER STAKING IS COMPLETED AND BEFORE PLANT PITSARE EXCAVATED.4.CONTRACTOR SHALL PLACE SHREDDED BARK MULCH AROUND ALL TREES AND IN ALLPLANTING BEDS TO A DEPTH OF 3".5.KIND, SIZE AND QUALITY OF PLANT MATERIAL SHALL CONFORM TO AMERICAN STANDARDSFOR NURSERY STOCK, ANSI 260-1992, OR MOST RECENT EDITION.6.THE CONTRACTOR SHALL REPORT SUBSURFACE SOIL OR DRAINAGE PROBLEMS TO THELANDSCAPE ARCHITECT.7.THE CONTRACTOR SHALL SHOW PROOF OF PROCUREMENT, SOURCES, QUANTITIES ANDVARIETIES FOR ALL SHRUBS, PERENNIALS, ORNAMENTAL GRASSES, AND ANNUALS WITHIN 21DAYS FOLLOWING THE AWARD OF CONTRACT. TIMELY PROCUREMENT OF ALL PLANTMATERIAL IS ESSENTIAL TO THE SUCCESSFUL COMPLETION AND INITIAL ACCEPTANCE OFTHE PROJECT.8.SUBSTITUTIONS SHALL ONLY BE ALLOWED WHEN THE CONTRACTOR HAS EXHAUSTED ALLSOURCES FOR THE SPECIFIED MATERIAL, AND HAS PROVEN THAT THE SPECIFIED MATERIALIS NOT AVAILABLE. THE CONTRACTOR MUST PROVIDE NAME AND VARIETY OF SUBSTITUTIONTO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO TAGGING OR PLANTING.SUBSTITUTIONS SHALL BE NEAREST EQUIVALENT SIZE OF VARIETY OF PLANT HAVING SAMEESSENTIAL CHARACTERISTICS. ALL SUBSTITUTIONS SHALL BE APPROVED IN WRITING BYTHE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT.9.ALL PLANT MATERIAL SHALL BE NURSERY GROWN, SOUND, HEALTHY, VIGOROUS AND FREEFROM INSECTS, DISEASE AND INJURIES, WITH HABIT OF GROWTH THAT IS NORMAL FOR THESPECIES. SIZES SHALL BE EQUAL TO OR EXCEEDING SIZES INDICATED ON THE PLANT LIST.THE CONTRACTOR SHALL SUPPLY PLANTS IN QUANTITY AS SHOWN ON THE DRAWINGS.MINIMUM SIZE FOR REQUIRED PLANTINGS AS FOLLOWS; 8' HEIGHT FOR DECIDUOUSOVERSTORY TREES, 6' HEIGHT FOR DECIDUOUS ORNAMENTAL TREES, AND6' HEIGHT FOREVERGREEN OVERSTORY TREES.10.STAKE OR PLACE ALL PLANTS IN FIELD AS INDICATED ON THE DRAWINGS OR AS DIRECTEDBY THE LANDSCAPE ARCHITECT FOR APPROVAL BY THE OWNER PRIOR TO PLANTING.11.USE CURLEX DOUBLE NET (CURLEX II) EROSION CONTROL BLANKETS TO STABILIZE TYPE 1:WETLAND SEED MIX AND TYPE 4: PARKING SWALE PLANTINGS.TYPE 1: WETLAND MIXTYPE 2: SEEDED LAWN TURF MIXTYPE 3: SODPERENNIAL PLANTINGS; SEESHEET L401TYPE 4: SPECIAL PARKINGISLAND PLANTINGS; SEE SHEETL402 (1) BN(1) BN(1) AG(1) AG15'-0" 2'-0"27'-0"27'-0"27'-0"27'-0"27'-0"CURB CUTS; SEE DETAIL 10/L50412L501GM - GERANIUM MACULATUM - WILD GERANIUMCL - COREOPSIS LANCEOLATA - LANCELEAF COREOPSISHB - HEUCHERA AMERICANA 'BARTRAM'. - BARTRAM CORAL BELLSAQ - AQUILEGIA CANADENSIS - COLUMBINELC - LOBELIA CARDINALIS - CARDINAL FLOWERIV - IRIS VERSICOLOR - BLUEFLAG IRISPA - PENNISETUM ALOPECUROIDES 'LITTLE BUNNY' - LITTLE BUNNY FOUNTAIN GRASSPV - PANICUM VIRGATUM 'SHENANDOAH' - SHENANDOAH SWITCH GRASSSM - SEDGE SEED MIX: AREA 1,500 SQ.FT, BROADCAST BY HAND 0.6 LBS OF SEED MIX50% CAREX PENNSYLVANICA, 25% CAREX EBURNEA, 25% CAREX BREVIORRIVER ROCK, SEE DETAIL 10/L504 AND 12/L501.SCALE:50'100'25'12.5'0'1"=50'01 LANDSCAPE PLAN: VEGETATED SWALEL402PLANNINGARCHITECTUREINTERIORSCopyright C 2019/2020OWNER SIGN-OFF:SHEET NAME:PROJECT NO:DATE:SHEET SET:REVISIONS:DATESHEET:NAMECONSULTANT:303 Watson Powell Jr.WaySuite 200Des Moines, Iowa 50309515.633.2941515.633.2942 Faxwww.invisionarch.comKINSHIP BREWING COMPANY PARCEL 1, NW SUNRISE DRIVE WAUKEE, IOWA SPROUT PROPERTY COMPANY LLC-KPFFCONFLUENCECIVIL DESIGNADVANTAGESTRUCTURAL ENGINEERLANDSCAPE ARCHITECTCIVIL ENGINEERDescriptionDateNo.03-10-202018112 / 1825206-26-2019 - PRICE SET07-19-2019 - PRICE SET07-29-2019 - PRICE SET07-31-2019 - PUD SUBMITTALCITY SITE PLAN SUBMITTAL 09-10-2019 - CITY SITE SUBMITTAL10-09-2019 - PRICE SET11-21-2019 - SHEET SET12-16-2019 - CITY SITE SUBMITTALCONSTRUCTIONDOCUMENTS02-04-2020 - CITY SITE SUBMITTAL02-18-2020 - CITY SITE SUBMITTAL03-03-2020 - CITY SITE SUBMITTAL03-10-2020 - FINAL SITE SUBMITTALPLANT SCHEDULEKEYQTY.BOTANICAL NAMECOMMON NAMESIZEROOTSPACING & REMARKSPERENNIALSAQ24Aquilegia canadensisCOLUMBINE1 GALCONT.3'-0" O.C. TRIANGULARCL45Coreopsis lanceolataLANCELEAF COREOPSIS1 GALCONT.3'-0" O.C. TRIANGULARGM44Geranium maculatumWILD GERANIUM1 GALCONT.3'-0" O.C. TRIANGULARHB47Heuchera americana 'Bartram'BARTRAM CORAL BELLS1 GALCONT.3'-0" O.C. TRIANGULARIV41Iris versicolorBLUEFLAG IRIS1 GALCONT.3'-0" O.C. TRIANGULARLC40Lobelia cardinalisCARDINAL FLOWER#32PLUG3'-0" O.C. TRIANGULARGRASSESPV16Panicum virgatum 'Shenandoah'SHENANDOAH SWITCHGRASS1 GALCONT5'-0" O.C.PA60Pennisetum alopecuroides 'Little Bunny'LITTLE BUNNY FOUNTAIN GRASS1 GALCONT.2'-6" O.C.5'1'2.5'PLANTING NOTES:1.SEED ALL AREAS WITHIN CONTRACT LIMITS, NOT COVERED BY PAVING, BUILDINGS, ORPLANTING BEDS, UNLESS OTHERWISE NOTED. THE AREA WITHIN THE RIGHT OF WAY TONORTHWEST SUNRISE DRIVE SHALL BE REPAIRED WITH SOD.2.PLANT QUANTITIES ARE FOR INFORMATION ONLY; DRAWING SHALL PREVAIL IF CONFLICTOCCURS.3.NOTIFY LANDSCAPE ARCHITECT AFTER STAKING IS COMPLETED AND BEFORE PLANT PITSARE EXCAVATED.4.CONTRACTOR SHALL PLACE SHREDDED BARK MULCH AROUND ALL TREES AND IN ALLPLANTING BEDS TO A DEPTH OF 3".5.KIND, SIZE AND QUALITY OF PLANT MATERIAL SHALL CONFORM TO AMERICAN STANDARDSFOR NURSERY STOCK, ANSI 260-1992, OR MOST RECENT EDITION.6.THE CONTRACTOR SHALL REPORT SUBSURFACE SOIL OR DRAINAGE PROBLEMS TO THELANDSCAPE ARCHITECT.7.THE CONTRACTOR SHALL SHOW PROOF OF PROCUREMENT, SOURCES, QUANTITIES ANDVARIETIES FOR ALL SHRUBS, PERENNIALS, ORNAMENTAL GRASSES, AND ANNUALS WITHIN 21DAYS FOLLOWING THE AWARD OF CONTRACT. TIMELY PROCUREMENT OF ALL PLANTMATERIAL IS ESSENTIAL TO THE SUCCESSFUL COMPLETION AND INITIAL ACCEPTANCE OFTHE PROJECT.8.SUBSTITUTIONS SHALL ONLY BE ALLOWED WHEN THE CONTRACTOR HAS EXHAUSTED ALLSOURCES FOR THE SPECIFIED MATERIAL, AND HAS PROVEN THAT THE SPECIFIED MATERIALIS NOT AVAILABLE. THE CONTRACTOR MUST PROVIDE NAME AND VARIETY OF SUBSTITUTIONTO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO TAGGING OR PLANTING.SUBSTITUTIONS SHALL BE NEAREST EQUIVALENT SIZE OF VARIETY OF PLANT HAVING SAMEESSENTIAL CHARACTERISTICS. ALL SUBSTITUTIONS SHALL BE APPROVED IN WRITING BYTHE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT.9.ALL PLANT MATERIAL SHALL BE NURSERY GROWN, SOUND, HEALTHY, VIGOROUS AND FREEFROM INSECTS, DISEASE AND INJURIES, WITH HABIT OF GROWTH THAT IS NORMAL FOR THESPECIES. SIZES SHALL BE EQUAL TO OR EXCEEDING SIZES INDICATED ON THE PLANT LIST.THE CONTRACTOR SHALL SUPPLY PLANTS IN QUANTITY AS SHOWN ON THE DRAWINGS.MINIMUM SIZE FOR REQUIRED PLANTINGS AS FOLLOWS; 8' HEIGHT FOR DECIDUOUSOVERSTORY TREES, 6' HEIGHT FOR DECIDUOUS ORNAMENTAL TREES, AND6' HEIGHT FOREVERGREEN OVERSTORY TREES.10.STAKE OR PLACE ALL PLANTS IN FIELD AS INDICATED ON THE DRAWINGS OR AS DIRECTEDBY THE LANDSCAPE ARCHITECT FOR APPROVAL BY THE OWNER PRIOR TO PLANTING.11.USE CURLEX DOUBLE NET (CURLEX II) EROSION CONTROL BLANKETS TO STABILIZE TYPE 1:WETLAND SEED MIX AND TYPE 4: PARKING SWALE PLANTINGS.SEDGE SEED MIXKEYSEDGE MIX SEED RATEBOTANICAL NAMECOMMON NAMETYPE% OF MIXNOTESSM0.4 LBS / 1,000 SQ.FT.Carex breviorPLAINS OPAL SEDGESEED25%BROADCAST MIX BY HANDSM0.4 LBS / 1,000 SQ.FT.Carex eburneaIVORY SEDGESEED25%BROADCAST MIX BY HANDSM0.4 LBS / 1,000 SQ.FT.Carex pennsylvanicaPENNSYLVANIA SEDGESEED50%BROADCAST MIX BY HANDSITE LANDSCAPE PLANPLANT SCHEDULEKEYQTY.BOTANICAL NAMECOMMON NAMESIZEROOTSPACING & REMARKSOVERSTORY TREESBN2Betula nigraRIVER BIRCH2" CALB&BSPECIMEN QUALITYUNDERSTORY TREESAG2Acer griseumPAPERBARK MAPLE8' HTB&BSPECIMEN QUALITY120.0° 12"1 2"JOINTFILLERSEALANT1/2" SONOFLEX 'F' EXP. JT.WITH 1/2" DEPTH ALUM. GRAYSONOLASTIC NP1 OR NP2 JT.SEALER OR SIMILARPCC SLAB, SEE LAYOUT PLANFOR TYPE & THICKNESSAGGREGATE SUBBASECOMPACTED SUBGRADESCALE: 1-1/2" = 1'-0"T NOTE: T = SLAB THICKNESS1/2"5/8"NOTE:PLACE ISOLATION JOINTS BETWEEN CONCRETE ANDBUILDING FOUNDATION AND ALL FIXED OBJECTSFACE OF STRUCTUREJOINT SEALANT AS SPECIFIEDTOP OF CONCRETE PAVEMENT12" EXPANSION FILLER1"=1'1/2 T EXPANSION JOINT FILLER WITH14" RECESSTOP OF CONCRETE PAVEMENT1/4"JOINT SEALANT AS SPECIFIED12" Ø x 18" STEEL DOWEL AT2'-0" O.C. W / EXPANSION SLEEVET = THICKNESS OF PAVEMENTNOTE:LOCATE REINFORCED EXPANSIONJOINTS WHERE INDICATED ON PLAN.1"=1'1/8"T LINE OF FRACTURETOP OF CONCRETE PAVEMENTT/4"T = THICKNESS OF PAVEMENTSAWCUT JOINT USINGWALK BEHIND SAW TOENSURE STRAIGHT CUTS1"=1'PAVERS: UNILOCK HOLLANDSTONE,COLOR CHARCOALPROVIDE EXPANSION JOINTSIN SUB-PAVING SLAB WHENDISTANCES EXCEED 30'REINFORCED 5" SUB PAVINGSLAB WITH WWP 6 X 6 XW2.9 X W2.91" ACC SETTING BEDCOMPACTED CRUSHEDSTONE SUBGRADE, ASSPECIFIEDCOMPACTED SUBGRADE,AS SPECIFIED1 12" = 1'4"4"REINFORCED EXPANSIONJOINT, SEE DETAIL 03/L500.ADJACENT PAVING (TYPE 1)5" 1"23 4" (OR PAVER THICKNESS)CAST IN PLACE CONCRETE, SEELAYOUT PLAN FOR STANDARDCONCRETE AND INTEGRALCOLORED CONCRETE LOCATIONS.COMPACTED AGGREGATE,AS SPECIFIED.COMPACTED SUBBASE,AS SPECIFIED.4"4"NOTE: REFER TO LAYOUT PLAN FOR INTEGRALCOLORED CONCRETE LOCATIONS.TYPE 1: STANDARD PCCTYPE 3: INTEGRAL COLORED PCC (INTEGRALCOLORED CONCRETE IN VEHICULAR DRIVE TOBE 7" THICK PER DETAIL 07/).1 12" = 1'REINFORCED AT JOINTSCAST-IN-PLACE PCC PAVING.SEE C-SHEETS.COMPACTED AGGREGATE,AS SPECIFIED.COMPACTED SUBBASE,AS SPECIFIED.6"6"NOTE: REFER TO LAYOUT PLANFOR PAVING TYPE LOCATION.1 12" = 1'1'-0"R1'-0"R6"6" 6"2'-6"1'-0"1'-0"09/L500 - MOUNTABLEPCC CURB1" = 1'CONSTRUCTIONEXPANSION JOINT, SEEDETAIL 05/L500PCC PAVIINGSEE DETAIL 03/L500 TEAROUT +/- 2' FORCURB INSTALLATION#4 REBAR @ 30" O.C.THICKNESS TO MATCHADJACENT PAVINGDEPTH (8"MIN)SEE PLAN FORADJACENTSURFACE TYPE1'-212"7"REINFORCED AT JOINTSCAST-IN-PLACE PCC PAVING.SEE C-SHEETS.COMPACTED AGGREGATE,AS SPECIFIED.COMPACTED SUBBASE,AS SPECIFIED.12" MINIMUM WITHIN ROW.8"4"NOTE: REFER TO LAYOUT PLANFOR PAVING TYPE LOCATION.1 12" = 1'AGGREGATE SUB BASE TOEXTEND MIN 6" PAST BACK OFCURB, AS .SHOWN3"REFER TO LANDSCAPE PLANFOR PLANT LAYOUT, SPECIES,AND QUANTITY3" HARDWOOD MULCH, ASSPECIFIED. MULCH IS TOREMAIN A MIN. OF 1/2" BELOWTOP OF CURB, AS SHOWNPCC CURB AND GUTTER,SEE DETAIL.COMPACTED SUB GRADE, ASSPECIFIEDTOPSOIL PLANTINGMIX, AS SPECIFIED. REFER TOPLANTING DETAILS FORSPECIFIC SOIL PROFILE DEPTHSUNDISTURBED SUB GRADE1 2"SCALE: 1 1/2" = 1'-0"6"T6"SPECIAL NOTE:-IF ADJACENT SURFACE MATERIAL TO BEINSTALLED IS SOD, THE TOP OF SOILFROM THE SOD CUTTING PROCESS TO BEKEPT 1/2" BELOW THE TOP OF THE PCCCURB AFTER SOD HAS BEEN ROLLED.T = THICKNESS OF PAVEMENTT6"COMPACTED AGGREGATEPATHWAYCOMPACTED AGGREGATESUBBASE6' - 10' WIDE. SEE LAYOUT PLAN.NOTE:TREAD MATERIAL: 14" MINUSLIMESTONE, MECHANICALLYCOMPACTED @ 6" DEPTH.4"PLAN1'-0"6"512"3"PCC PAVEMENTANCHOR PIN HOLECRUSHED ROCKAGGREGATE BASECOMPACTED SUBGRADEANCHOR PIN #4 REBAR12" LENGTH; CORE DRILLAND EPOXYREINFORCED AT JOINTSCAST-IN-PLACE PCC PAVING.COMPACTED AGGREGATE,AS SPECIFIED.COMPACTED SUBBASE,AS SPECIFIED.X4"NOTE: REFER TO LAYOUT PLANFOR PAVING TYPE LOCATIONAND CONCRETE THICKNESS (X).1 12" = 1'TOPSOIL, AS SPECIFIED.8"1"7.70%BOC 1028.30TOC 1028.80TOC 1028.80COMPACTED AGGREGATEPATHWAY; SEE DETAIL 11/L500COMPACTED AGGREGATESUBBASEUNDISTURBED SUBGRADEPCC CURB; SEEDETAIL 10/L500PCC WALK RAMPN.T.SL500SECTION: EXPANSION JOINT01N.T.SL500SECTION: STANDARD FORMED PCC CURB10N.T.SL500SECTION: ISOLATION JOINT02N.T.SL500SECTION: REINFORCED EXPANSION JOINT03N.T.SL500SECTION: SAWCUT CONTROL JOINT04N.T.SL500SECTION: TYPE 1 PAVING: 4" PCC WALKS05N.T.SL500SECTION: TYPE 2 PAVING: 6" PCC DRIVES06N.T.SL500SECTION: TYPE 4 PAVING: UNIT PAVERS07N.T.SL500SECTION: PCC ROLL CURB08N.T.SL500SECTION: TYPE 3 PAVING: 8" PCC DRIVES09PLANNINGARCHITECTUREINTERIORSCopyright C 2019/2020OWNER SIGN-OFF:SHEET NAME:PROJECT NO:DATE:SHEET SET:REVISIONS:DATESHEET:NAMECONSULTANT:303 Watson Powell Jr.WaySuite 200Des Moines, Iowa 50309515.633.2941515.633.2942 Faxwww.invisionarch.comKINSHIP BREWING COMPANY PARCEL 1, NW SUNRISE DRIVE WAUKEE, IOWA SPROUT PROPERTY COMPANY LLC-KPFFCONFLUENCECIVIL DESIGNADVANTAGESTRUCTURAL ENGINEERLANDSCAPE ARCHITECTCIVIL ENGINEERDescriptionDateNo.03-10-202018112 / 1825206-26-2019 - PRICE SET07-19-2019 - PRICE SET07-29-2019 - PRICE SET07-31-2019 - PUD SUBMITTALCITY SITE PLAN SUBMITTAL 09-10-2019 - CITY SITE SUBMITTAL10-09-2019 - PRICE SET11-21-2019 - SHEET SET12-16-2019 - CITY SITE SUBMITTALCONSTRUCTIONDOCUMENTS02-04-2020 - CITY SITE SUBMITTAL02-18-2020 - CITY SITE SUBMITTAL03-03-2020 - CITY SITE SUBMITTAL03-10-2020 - FINAL SITE SUBMITTALL500SITE DETAILSN.T.SL500SECTION: TYPE 5 PAVING: GRAVEL PATHWAY11N.T.SL500SECTION: PRECAST PARKING CURB12N.T.SL500SECTION: PCC DRIVES; NO CURB13N.T.SL500SECTION: SIDEWALK TO GRAVEL PATH TRANSITION14 MINIMUM 8"2"UNDISTURBED SOILDISCED SUBGRADETOPSOILSOIL FROM CUTTINGSOD1'-6". EXTEND WIDTH OF TRAP ROCKEDGE AT COLUMN BEARING PADS,SEE LAYOUT PLAN FOR LOCATIONS6"6"BLDG. EDGEROCK MAINTENANCE EDGE,AS SPECIFIEDADJ. LANDSCAPE, SEEPLANTING PLANFINISH FLOORPCC STEM WALL,SEE STRUCT. DWGS.ALUMINUM EDGING,AS SPECIFIEDPCC PAVING, REFER TO SITE LAYOUT SHEETSFOR PAVING TYPE AND LOCATIONS6"SEE PLANTING PLAN SHEETS FOR PLANTQUANTITY,SPECIES, AND LAYOUT OFMATERIAL3" DEPTH OF MULCH, AS SPECIFIED.SEE SITE LAYOUT SHEETS FORLAYOUT.COMPACTED AGGREGATE SUB BASE, ASSPECIFIED. SUB BASE TO EXTEND A MINIMUMOF 6" PAST EDGE OF PCC.MULCH TO BE KEPT A MINIMUM OF 1" BELOWTHE TOP OF THE ADJACENT PCC PAVING.1"COMPACTED SUB GRADE, AS SPECIFIEDTOP SOIL, AS SPECIFIEDUNDISTURBED SUB GRADEFINISHED GRADESET TOPMOST STRUCTURAL ROOTSWITHIN 1 INCH OF FINISHED GRADEREMOVE ALL ADVENTITIOUS ANDGIRDLING ROOTS.REMOVE SOIL ABOVE THE TOPMOSTSTRUCTURAL ROOTS TO TRUNK FLARESEE PLANTING PLAN FORSPECIES AND LOCATION3" SHREDDED BARKMULCH, AS SPECIFIED.TOP SOIL,AS SPECIFIED.COMPACTED SUB GRADE,AS SPECIFIED.6" DEEP NATURAL EDGE.SHREDDED BARK MULCH ISTO REMAIN 2" BELOW TOP OFADJACENT SURFACE, REFER TOLAYOUT FOR MATERIAL TYPE.6"2"NOTE: PROVIDE NATURAL SPADEEDGE AT ALL PLANTING BEDSUNLESS OTHERWISE NOTED.SCALE 12" = 1'-0"PRUNE DEAD ORDAMAGED BRANCHESTRUNK FLARE3" DEPTH SHREDDEDHARDWOOD MULCH,DO NOT PLACE MULCHAGAINST TRUNKCUT AND REMOVE ALL WIRE,CORDS & BURLAP COVERING FROMROOT BALL PRIOR TO INSTALLATIONSCARIFY SIDES ANDBOTTOM OF PLANTING PITTOP SOIL, AS SPECIFIEDCOMPACTED SOIL BESIDE& UNDER ROOT BALL3 TIMES ROOTBALL DIAMETERUNDISTURBED SOILSEE PLANTING PLAN FORCOMPACTED SUB GRADE,SHREDDED BARK MULCH ISTO REMAIN 2" BELOW TOP OFADJACENT SURFACE, REFER TOLAYOUT FOR MATERIAL TYPE.NOTE: PROVIDE NATURAL SPADENOTE:CONTACT THE MUNICIPAL FORESTRY DIVISION AT 515-283-4950 PRIOR TOPLANTING IN THE PUBLIC RIGHT-OF-WAY. ALL WIRE, TWINE, AND BURLAP SHALLBE REMOVED FROM THE ROOT BALL OF ALL TREES PRIOR TO PLANTING. NOSTAKING OF STREET TREES IS ALLOWED IN THE PUBLIC RIGHT-OF-WAY.EVERGREEN TREEARBOR TIESTAKING WIRESTEELFENCE POST3" DEPTH SHREDDEDCEDAR BARK MULCHFINISH GRADESCARIFY SIDES ANDBOTTOM OFPLANTING PITMANUFACTUREDSOIL, AS SPECIFIEDUNDISTURBED SOIL3 TIMES ROOT BALL DIA.STAKING ORIENTATIONNORTHNORTH2 STAKES - 3" CAL. & LESS3 STAKES - GREATER THAN 3" CAL.PLANT TREESABOVE OR AT SAMEGROUND LEVELTHEY WERE GROWNIN AT THE NURSERY.REMOVE TOP 1/3 OFBURLAP, WIRE, ROPE, ANDBASKET FROM ROOTBALL1/2" SCALE3X ROOTBALL DIA.3X ROOTBALL DIA.SPACING VARIES,SEE PLATING PLAN FORTYPE AND LOCATIONUNDISTURBED SOILMANUFACTURED SOIL, AS SPECIFIED3" MULCHROOT BALL (BALL AND BURLAPPED)CUT ALL CORDS AND REMOVECOVERING FROM TOP OF ROOTBALLPRIOR TO INSTALLATIONDECIDUOUS SHRUB (PRUNE DEAD ORDAMAGED BRANCHES AS NECESSARY)PLANT ROOT COLLAR 1" ABOVE GRADEROOTBALL (CONTAINER GROWN)REMOVE ENTIRE CONTAINER PRIOR TOINSTALLATIONROOT BALL PRIOR TO INSTALLATIONY Y XX XXNOTE:X = DISTANCE SPECIFIED WITHINPLANT SCHEDULEY = DISTANCE 'X' MULTIPLIED BY .866PLANSECTION A-A'PREPARED SUB GRADETOP SOIL, AS SPECIFIED.SEE SOIL MODIFICATION PLAN.HARDWOOD MULCH(3" MIN.)PERENNIALA'A3"VARIES 8" TO 20" DIA.6" MAXVARIES 8" TO 20" DIA.EDEN STEPPERS, 8"-20" DIAMETER, STANDARD COLOR,STANDARD FINISH, TYP.CONTACT: EDEN-VALDERS STONE(920) 775-4151COMPACTED AGGREGATE SUBBASE, TYP.BARK MULCH BETWEEN PAVERS2"4"PREPARED SUB GRADETOPSOIL, 6" MIN. DEPTHHARDWOOD MULCH(3" MIN.)3"WEED BARRIER FABRIC8-INCH STAPLES TO ANCHORWEED BARRIER FABRIC @ 3'O.C., 12" O.C. AT SEAMS, TYP.PERENNIAL PLANTINGALONG PAVING, NO MULCH;SEE DETAIL 08/L5016" PCC DRIVES; SEEDETAIL 06/L500TOPSOILPARKING ISLAND PLANTINGS,SEE SHEET L402PREPAREDSUBGRADEPCC CURB WITH CURBCUTS; SEE DETAILS 10/L500AND 10/L504STREAMBED AGGREGATEGEOTEXTILE BARRIER6"8"EROSION MAT; SEEPLANTING PLAN AND SPECS.N.T.SL501SECTION: PERENNIAL PLANTING ALONG SOD (TYP.)07N.T.SL501SECTION: PERENNIAL PLANTING ALONG PAVING (TYP.)08N.T.SL501SECTION: SOD PLANTING (TYP.)10N.T.SL501PLAN: ROCK EDGE ALONG SOD (TYP.)11N.T.SL501SECTION: EVERGREEN TREE PLANTING (TYP.)03N.T.SL501SECTION: SHRUB PLANTING (TYP.)05N.T.SL501SECTION: TREE ROOT BALL PLANTING (TYP.)06N.T.SL501SECTION: PLANTING BEDS09N.T.SL501SECTION: OVER STORY TREE PLANTING (TYP.)02N.T.SL501SECTION: PERENNIAL PLANTING (TYP.)041/4" = 1'-0"L501SECTION: STEPPING STONES01PLANNINGARCHITECTUREINTERIORSCopyright C 2019/2020OWNER SIGN-OFF:SHEET NAME:PROJECT NO:DATE:SHEET SET:REVISIONS:DATESHEET:NAMECONSULTANT:303 Watson Powell Jr.WaySuite 200Des Moines, Iowa 50309515.633.2941515.633.2942 Faxwww.invisionarch.comKINSHIP BREWING COMPANY PARCEL 1, NW SUNRISE DRIVE WAUKEE, IOWA SPROUT PROPERTY COMPANY LLC-KPFFCONFLUENCECIVIL DESIGNADVANTAGESTRUCTURAL ENGINEERLANDSCAPE ARCHITECTCIVIL ENGINEERDescriptionDateNo.03-10-202018112 / 1825206-26-2019 - PRICE SET07-19-2019 - PRICE SET07-29-2019 - PRICE SET07-31-2019 - PUD SUBMITTALCITY SITE PLAN SUBMITTAL 09-10-2019 - CITY SITE SUBMITTAL10-09-2019 - PRICE SET11-21-2019 - SHEET SET12-16-2019 - CITY SITE SUBMITTALCONSTRUCTIONDOCUMENTS02-04-2020 - CITY SITE SUBMITTAL02-18-2020 - CITY SITE SUBMITTAL03-03-2020 - CITY SITE SUBMITTAL03-10-2020 - FINAL SITE SUBMITTALL501SITE DETAILSN.T.SL501SECTION: PLANTED PARKING SWALE12 ROLL CURB; SEEDETAIL 08/L500UNIT PAVING; SEEDETAIL 07/L5004" PCC WALKS; SEEDETAIL 05/L500PREPAREDSUBGRADETOPSOIL ASSPECIFIEDMUTCD (R7-8), GREEN LETTERING, ARROW, AND BORDERWHITE SYMBOL ON BLUE SQUAREWHITE BACKGROUNDMUTCD R7-8P, GREEN LETTERING, WHITE BACKGROUNDAT VAN ACCESSIBLE LOCATIONS2"X2" GALVANIZED SQ. STEEL POST(12-GAUGE PERFORATED)PCC FOOTING1'-0"1'-6" 134"612" 7'-0"3'-6" MIN.1'-0"ADJACENT TYPE 2 PCC, SEE DETAIL 05/L500EXPANSION JOINT, SEE DETAIL 01/L5001'-5"1'-1"1'-11"1'-1"1'-6" 7'-0"POUCH STATIONDISPENSERUSER SIGNAGESTATION CHANNELPOSTRECEPTACLE LID10 GALLON WASTERECEPTACLELAWN SUBBASE, ASSPECIFIED.1'-0"1'-6"4'-4" 2'-9" 2'-3"NOTES:PRODUCT: BARRIER FREEFOUNTAIN WITH BOTTLE FILLERAND PET BOWL (ITEM #: 7219)FINISH: POWDER COATCOLOR: ONYX (EG-07)ACCESSORIES: N/ACOPPER TUBE SUPPLY &HOSE BIBBPET BOWLWASTE OUTLET; EXTENDTHROUGH CONCRETESLAB INTO AGGREGATETRENCH TO DEPTHINDICATED.BOTTOM ACCESS PANELMOUNTING ANCHORS(PROVIDED)CAST IN PLACE PCCPAVING (MIN. 6")3'-6" MINIMUM DRAIN EXTENSION TO ROCKTRENCH AND VALVE BOX,SEE DETAIL 09/L502BOTTLE FILLER STATION1'-0" 3'-0"NOTES:·REFER TO SUDAS STANDARDSPECIFICATION 9060·VINYL COATED BLACK FINISH·TYPE A FOOTING: TO BE USED ONLYWHEN LOCATED WITHIN LANDSCAPEDAREAS·TYPE B FOOTING: TO BE USED ONLYWHEN FOOTING IS TO BE LOCATEDWITHIN PAVED SURFACES1'-0"DOME POST CAP, PRESSED STEELFABRIC TIE, TYPICALTOP BRACE RAILLINE POST LOOP CAPTENSION BARTENSION OR FABRIC BANDBLACK VINYL CHAIN LINK FABRIC,KNUCKLED TOP AND BOTTOM SELVAGEMIDDLE OR BRACE RAILBRACE BANDADJUSTABLE TRUSS RODEND, CORNER, OR GATE POSTTURNBUCKLEBOTTOM RAILPAVING POURED OVER TOP OF FOOTING,SEE LAYOUT PLAN FOR TYPE, TYP.IN PAVEMENT CONCRETE FOOTINGFREESTANDING CONCRETE FOOTINGCOMPACTED AGGREGATE SUBBASECOMPACTED SUBGRADE6'-0"1.0%11.8%1.6%TOF 1027.95FG 1027.87TOF 1028.08FG 1028.00TOF 1029.08FG 1029.00TOF 1029.16FG 1029.088'-0" TYP.8'-0" TYP.8'-414"SEE DETAIL 05/L502 FOR TYPICALCHAIN LINK FENCE DETAILS2"MAXIMUM 2" GAP FROM GROUNDTO BOTTOM OF LOWER BAREND, CORNER, OR GATE POSTEND, CORNER, OR GATE POSTLINE POSTLINE POSTFINISHED GRADE10" DIAMETER VALVE BOXSUPPORT BOXWITH (4) BRICKSLIP/THREADCOUPLINGTERMINATE DRAINEXTENSION IN MIDDLEOF ROCK TRENCH3' X 3' X 3' DEEP TRENCH OF FREEDRAINING ROCK INSTALLED PRIORTO SETTING BRICK AND VALVE BOXFROM DRINKINGFOUNTAIN3'-0" MINIMUM TO EDGE OFCONCRETE SLABNOTES:PRODUCT: MADRAX ORION BIKE RACKSPECS: ROUND TUBING, SURFACEMOUNTEDFINISH: POWDER COATCOLOR: BLACKQTY: 29PRODUCT: ORN-2-IGDESCRIPTION: ORION BIKE RACK,2 BIKE, IN GROUND MOUNTNOTES:1. INSTALL BIKE RACKS ACCORDINGTO MANUFACTURER'SSPECIFICATIONS.2. CONSULTANT TO SELECT COLOR(FINISH), SEE MANUFACTURER'SSPECIFICATIONS.3. SEE SITE PLAN FOR LOCATION ORCONSULT OWNER.MADRAX DIVISIONGRABER MANUFACTURING, INC.1080 UNIEK DRIVEWAUNAKEE, WI 53597P(800) 448-7931, P(608) 849-1080, F(608) 849-1081WWW.MADRAX.COM, E-MAIL: SALES@MADRAX.COMØ2 3/8" STEEL TUBINGCONCRETESPIKE2'-014"Ø2'-278"3/8" THICKØ7" STEEL PLATEØ2 3/8" STEEL TUBING###CENTER LINECENTER LINEINTAKE COORDINATE LOCATIONCENTER LINE#FLARED COORDINATE LOCATIONEQ EQCENTER LINE4'-878"13'-214"DOUBLE WIDE CHAIN LINK GATESINGLE WIDE CHAIN LINK GATE1" = 1'-0"L502FOUNTAIN WITH PET BOWL (DOG-ON-IT-PARKS)04N.T.SL502SECTION: FOOD TRUCK PARKING ON ROLL CURB WITH PAVERS08N.T.SL502SECTION: FENCE CHAIN-LINK GATES TYP.03L502L502PET STATION HEADER KIT (CROWN PRODUCTS)091/4" = 1'-0"L502SECTION: FENCE CHAIN-LINK TYP.02N.T.SL502SECTION: FENCE PANELS ON SLOPE01N.T.SL502SECTION: ADA PARKING SIGN.06PLANNINGARCHITECTUREINTERIORSCopyright C 2019/2020OWNER SIGN-OFF:SHEET NAME:PROJECT NO:DATE:SHEET SET:REVISIONS:DATESHEET:NAMECONSULTANT:303 Watson Powell Jr.WaySuite 200Des Moines, Iowa 50309515.633.2941515.633.2942 Faxwww.invisionarch.comKINSHIP BREWING COMPANY PARCEL 1, NW SUNRISE DRIVE WAUKEE, IOWA SPROUT PROPERTY COMPANY LLC-KPFFCONFLUENCECIVIL DESIGNADVANTAGESTRUCTURAL ENGINEERLANDSCAPE ARCHITECTCIVIL ENGINEERDescriptionDateNo.03-10-202018112 / 1825206-26-2019 - PRICE SET07-19-2019 - PRICE SET07-29-2019 - PRICE SET07-31-2019 - PUD SUBMITTALCITY SITE PLAN SUBMITTAL 09-10-2019 - CITY SITE SUBMITTAL10-09-2019 - PRICE SET11-21-2019 - SHEET SET12-16-2019 - CITY SITE SUBMITTALCONSTRUCTIONDOCUMENTS02-04-2020 - CITY SITE SUBMITTAL02-18-2020 - CITY SITE SUBMITTAL03-03-2020 - CITY SITE SUBMITTAL03-10-2020 - FINAL SITE SUBMITTALL502SITE DETAILSN.T.SL502SECTION: FOUNTAIN DRAIN EXTENSION AND VALVE BOX05N.T.SL502BIKE RACK MADRAX ORION07NTSL502PLAN: INTAKE COORDINATE POINT11NTSL502PLAN: FLARED OUTLET COORDINATE POINT10SHOP DRAWINGSREQUIRED CAST-IN-PLACEPCCFOOTING ASSPECIFIED#4 REBAR,MINIMUM 3" CLEARCONDUITCOMPACTEDBACKFILL, TYP.COMPACTED AGGREGATESUBBASE, AS SPECIFIED.4"3'-6"8"BASE PLATE AND ANCHOR SYSTEMPROVIDED BY MANUFACTURER ANDINSTALLED PER MANUFACTURER'SINSTRUCTIONS8"1'-414"8"2"UMI-21052MIC 3 CLUSTER LIGHTCOLUMN HP LED1" CHAMFERED EDGEAREA LIGHTINGCOMPANY: HUBBELL / KIMLIGHTINGPRODUCT: ALTITUDE SIZE 1,SINGLE SIDE MOUNT ONSQUARE ALUMINUMNON-TAPERED 19.5' POLECOLOR: GRAPHITEFINISH GRADECAST-IN-PLACE PCCFOOTING AS SPECIFIED#4 REBAR,MINIMUM 3" CLEARCONDUITCOMPACTEDBACKFILL, TYP.COMPACTED AGGREGATESUBBASE, AS SPECIFIED.3'-6"8"8"1'-414"8"1" CHAMFERED EDGEBASE PLATE AND ANCHORSYSTEM PROVIDED BYMANUFACTURER ANDINSTALLED PERMANUFACTURER'SINSTRUCTIONSBOLLARD LIGHTINGCOMPANY: HUBBELL / ARCHITECTURALAREA LIGHTINGPRODUCT: PAVILION SQUARE BOLLARD,FLAT TOP, WITH NO UP-LIGHT OPTICCOLOR: GRAPHITECAST IN PLACE CONCRETE,SEE LAYOUT PLANCOMPACTED AGGREGATE,AS SPECIFIED.4"4"FINISH GRADECAST-IN-PLACE PCCFOOTING AS SPECIFIED#4 REBAR,MINIMUM 3" CLEARCONDUITCOMPACTEDBACKFILL, TYP.COMPACTED AGGREGATESUBBASE, AS SPECIFIED.4" 3'-6"8"8"1'-414"8"1" CHAMFERED EDGEBASE PLATE AND ANCHORSYSTEM PROVIDED BYMANUFACTURER ANDINSTALLED PERMANUFACTURER'SINSTRUCTIONSBOLLARD LIGHTINGCOMPANY: HUBBELL / ARCHITECTURALAREA LIGHTINGPRODUCT: PAVILION SQUARE BOLLARD,FLAT TOP, WITH NO UP-LIGHT OPTICCOLOR: GRAPHITEFINISH GRADE34" CHAMFERGRADEFLOOD LIGHTPRODUCT: RFL4 RATIOFLOODLIGHT BY HUBBELLOUTDOOR LIGHTING.COLOR: GRAPHITE TEXTUREDEXPOSED HEIGHT: 30'-0" CLEAT HEIGHT: 5'-0"14 GUAGE SPUN ALUMINUMBALL GOLD ANODIZEDCAST ALUMINUM, REVOLVINGSINGLE SHEAVE TRUCK(2) BRONZE SWIVELSNAPS WITH COVERS9" CAST ALUMINUM CLEATALUMINUM FLASH COLLARHARDWOOD WEDGES16 GA HOT DIP GALVANIZEDFOUNDATION SLEEVESTEEL CENTERING WEDGES14" STEEL BASE PLATE14" STEEL SUPPORT PLATEWELDED TO GROUNDING SPIKEN.T.SL503SECTION: FLOOD LIGHT04PLANNINGARCHITECTUREINTERIORSCopyright C 2019/2020OWNER SIGN-OFF:SHEET NAME:PROJECT NO:DATE:SHEET SET:REVISIONS:DATESHEET:NAMECONSULTANT:303 Watson Powell Jr.WaySuite 200Des Moines, Iowa 50309515.633.2941515.633.2942 Faxwww.invisionarch.comKINSHIP BREWING COMPANY PARCEL 1, NW SUNRISE DRIVE WAUKEE, IOWA SPROUT PROPERTY COMPANY LLC-KPFFCONFLUENCECIVIL DESIGNADVANTAGESTRUCTURAL ENGINEERLANDSCAPE ARCHITECTCIVIL ENGINEERDescriptionDateNo.03-10-202018112 / 1825206-26-2019 - PRICE SET07-19-2019 - PRICE SET07-29-2019 - PRICE SET07-31-2019 - PUD SUBMITTALCITY SITE PLAN SUBMITTAL 09-10-2019 - CITY SITE SUBMITTAL10-09-2019 - PRICE SET11-21-2019 - SHEET SET12-16-2019 - CITY SITE SUBMITTALCONSTRUCTIONDOCUMENTS02-04-2020 - CITY SITE SUBMITTAL02-18-2020 - CITY SITE SUBMITTAL03-03-2020 - CITY SITE SUBMITTAL03-10-2020 - FINAL SITE SUBMITTALL503LIGHTING DETAILSN.T.SL503SECTION: AREA LIGHTING01N.T.SL503SECTION: BOLLARD LIGHTS IN LAWN02N.T.SL503SECTION: BOLLARD LIGHTS IN PAVEMENT03N.T.SL503SECTION: FLAG POLE, TYP.05 0.89%2.0%1.0%3.3%5.0%TC/BC 1026.65TC/BC 1026.781026.721026.820.86%0.4%2.0%2.0%1.0%1.0%1.4%2.0%1.4%1.4%1.4%1.4%1.0%5.0%5.0%5.0%7.67%7.67%7.67%TC 1029.36BC 1028.86TC 1029.29BC 1028.79TC 1028.73BC 1028.23TC/BC 1028.67TC 1028.87BC 1028.37TC 1029.27BC 1028.77TC/BC 1029.23TC/BC 1028.71TC/BC 1028.31TC 1029.07BC 1028.571028.511.0%1.0%1.4%1.4%6.25%0.5%2.0%2.0%6.25%7.8%7.8%0.3%0. 3 % 7 . 0 3%7.03%0.5%0.5%1029.201029.231029.731029.70TC 1029.76BC 1029.26TC 1029.67BC 1029.171029.881029.912.0%1.0%2.0%3.3%5.0%2.03%2.94%2.0%TC/BC 1026.65TC/BC 1026.781027.001027.00CONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMITCONTRACT LIMIT6.5%1.7%0.5%1.6%1.7% 0.75%3.55%2.5%5.9%7.0%1.5% 1.7%1.6%1.6%1.6%TC ±1026.85BC ±1026.35TC ±1026.93BC ±1026.43TC/BC 1027.17TC/BC 1027.09TC/BC 1027.27TC/BC 1027.351027.251027.170.95% 1.1% 1.0%1.6%0.5%0.7%1.5%3.55%2.5%TC/BC 1027.27TC/BC 1027.351027.220.75%0.71%1027.291.5%COMPACTED SUBGRADEDETECTABLE WARNING PAVER,AS SPECIFIED1/2" WATERPROOF CAULKED JOINTSCHEEK WALL, 2" RADIUS CHAMFER6"6"2'-0"6"6"6"2" 2"SEE PLAN FOR SIDEWALK WIDTH2% MAX.REINFORCED EXPANSION JOINTMAX 8.33% SLOPEEXPANSION JOINT#4 X 1'-6" SLIP DOWEL WITHEXPANSION TUBE, CENTER INCONCRETE, 2'-0" O.C.HEAVY BROOM FINISHPERPENDICULAR TO DIRECTIONOF TRAVELDETECTABLE WARNING PAVER, AS SPECIFIED. TOALIGN WITH BACK OF CURB#4 x 1'-6" SLIP DOWEL WITH EXPANSION TUBE,CENTER IN CONCRETE, 2'-0" O.CMEETS EXISTING ROAD PAVEMENTPCC THICKENED EDGE1" = 1'-0"L504SECTION: PARALLEL ACCESS RAMP081" = 1'-0"L504SUDAS TYPE A DRIVEWAY STANDARD DETAILS06N.T.SL504SECTION: PERPENDICULAR ACCESS RAMP09N.T.SL504PLAN: MAIN ENTRY ACCESS RAMP033/4" = 1'-0"L504PLAN: ADA PARKING PARALLEL ACCESS RAMP07PLANNINGARCHITECTUREINTERIORSCopyright C 2019/2020OWNER SIGN-OFF:SHEET NAME:PROJECT NO:DATE:SHEET SET:REVISIONS:DATESHEET:NAMECONSULTANT:303 Watson Powell Jr.WaySuite 200Des Moines, Iowa 50309515.633.2941515.633.2942 Faxwww.invisionarch.comKINSHIP BREWING COMPANY PARCEL 1, NW SUNRISE DRIVE WAUKEE, IOWA SPROUT PROPERTY COMPANY LLC-KPFFCONFLUENCECIVIL DESIGNADVANTAGESTRUCTURAL ENGINEERLANDSCAPE ARCHITECTCIVIL ENGINEERDescriptionDateNo.03-10-202018112 / 1825206-26-2019 - PRICE SET07-19-2019 - PRICE SET07-29-2019 - PRICE SET07-31-2019 - PUD SUBMITTALCITY SITE PLAN SUBMITTAL 09-10-2019 - CITY SITE SUBMITTAL10-09-2019 - PRICE SET11-21-2019 - SHEET SET12-16-2019 - CITY SITE SUBMITTALCONSTRUCTIONDOCUMENTS02-04-2020 - CITY SITE SUBMITTAL02-18-2020 - CITY SITE SUBMITTAL03-03-2020 - CITY SITE SUBMITTAL03-10-2020 - FINAL SITE SUBMITTALL504SIDEWALK RAMP DETAILSN.T.SL504PLAN: NORTH LOADING CROSSWALK01N.T.SL504PLAN: SOUTH LOADING CROSSWALK02N.T.SL504PLAN: SOUTH PARKING CROSSWALK05N.T.SL504PLAN: NORTH PARKING CROSSWALK04N.T.SL504DETAILS: CURB CUT10 GENERAL ROOF PLAN NOTES: 1. HATCHED AREA DENOTES AREA OF TAPERED INSULATION 2. ARROWS ON THE PLAN INDICATE DIRECTION OF DRAINAGE OF THE SLOPED STRUCTURE OR TAPERED INSULATION CRICKET (SLOPED +/- 1/4" PER 12" UNLESS NOTED OTHERWISE). 3. INSTALL MANUFACTURER'S APPROVED ROOF WALKWAY PAD (36" x 36" MIN) AT TOP AND BASE OF ALL LADDERS ON ALL ROOF AREAS. 4. DETAIL REFERENCES NOTED AS "TYPICAL" ON THE PLAN ENCOMPASS ALL SIMILAR LOCATIONS ON THE PROJECT UNLESS NOTED OTHERWISE. 1 2 3 4 5 6 B D A 1 A3.01 1 A3.01 2 A3.01 4 A3.02 DEPRESSED MECHANICAL ROOF, SEE BUILDING SECTION SLOPE 1/4" PER FOOT SHADING DENOTES TAPERED INSULATIONRDOD PLAZA BELOW BLACK EPDM MEMBRANE ROOF ON 1/2" DENS DECK PRIME COVER BOARD ON 5" OF RIGID INSULATION (R30 VALUE) ON METAL DECK; SEE ROOF ASSEMBLIES ON A0.01 SLOPE 1/4" PER FOOT SLOPE 1/4" PER FOOT SLOPE 1/4" PER FOOT 4 A3.03 2 A3.04 3 A3.03 1 A3.04 3 A3.02 C 5.1 A5.03 5 A.1 A5.03 5 MECHANICAL UNIT BY MECH DB 2" HEMMED RAISED EDGE FOR WATER CONTROL TO GUTTER 2" HEMMED RAISED EDGE FOR WATER CONTROL TO GUTTER 6" X 8" GUTTER; SEE DETAIL 4" X 6" OPEN FACE DOWNSPOUT; SEE DETAIL STEEL KNIFE PLATE COPING AT TYPE A WALLS, TYP STEEL KNIFE PLATE COPING AT TYPE A WALLS, TYP STEEL KNIFE PLATE COPING AT TYPE A WALLS, TYP 28' - 0"28' - 0"28' - 0"28' - 0"28' - 0"24' - 0"32' - 0"32' - 0"A5.01 9 A5.01 8 BELOW BELOW BOILER EXHAUST BY MECH DB EXHAUST FAN BY MECH DB EXHAUST FAN BY MECH DB INTAKE BY MECH DB MECHANICAL UNIT BY MECH DB 2 A5.04 7 A5.05 ROOF ACCESS FROM INTERIOR COPING TO END DAM/LAP AT TRANSITION IN COPING WIDTHS PLANNING ARCHITECTURE INTERIORS PRELIMINARY NOT FOR CONSTRUCTION FOR REFERENCE ONLY OWNER SIGN-OFF: REVISIONS: DATE NAME CONSULTANT: 303 Watson Powell Jr. Way Suite 200 Des Moines, Iowa 50309 515.633.2941 515.633.2942 Fax www.invisionarch.com SHEET RESPONSIBILITY:12/12/2019 12:59:50 PM\\server01-dm\company\Des Moines Projects\2018\18112_Roots_Brewing_Co\Draw\Modeling\18112_Roots_R19.rvtKINSHIP BREWING COMPANYPARCEL 1, NW SUNRISE DRIVEWAUKEE, IOWASPROUT PROPERTY COMPANY LLCPROJECT NO: 18112/18252 - DATE:03-10-2020 SHEET SET: SITE PLAN SUBMISSION SHEET NAME: ROOF PLAN SHEET: A1.31 Copyright C 2019 KPFF CONFLUENCE CIVIL DESIGN ADVANTAGE STRUCTURAL ENGINEER LANDSCAPE ARCHITECT CIVIL ENGINEER INITIAL!!NORTH 1/8" = 1'-0"1 ROOF Description Date No. 06-26-2019 - PRICE SET 07-19-2019 - PRICE SET 07-29-2019 - PRICE SET 07-31-2019 - PUD SUBMITTAL 09-10-2019 - CITY SITE SUBMITTAL 10-09-2019 - PRICE SET 11-21-2019 - SHEET SET 12-16-2019 - CITY SITE SUBMITTAL 02-04-2020 - CITY SITE SUBMITTAL 02-18-2020 - CITY SITE SUBMITTAL CITY SITE PLAN SUBMITTAL03-03-2020 - CITY SITE SUBMITTAL 03-10-2020 - FINAL SITE SUBMITTAL FIRST FLOOR 0' -0" TOS NORTH 25' -0" 123456789 SMOOTH AS CAST, CAST IN PLACE CONCRETE EXTERIOR WALL; NO RUBBING ALLOWED; USE HDO FORMLINER AND CONICAL TIES WITH SEALANT CUSTOM LASER CUT SIGNAGE POWDERED COATED SIGNAGE, PIN MOUNTED TO SIDING OPEN TO BEYOND27' - 0"3' - 6"23' - 6"8" CAST IN PLACE SITE WALL TOS SOUTH 23' -2" 3 A3.04 MECHANICAL 16' -0" 5.1 2 A5.03 CHARRED WOOD SIDING 4 A3.03 1 A3.02 1 A3.04 3 A5.00 2 A5.00 1 A5.00 1' - 0" 2 A5.04 2 A5.06 2'-0" TALL INTERNALLY LIT LED SIGNAGE WITH CUSTOM COLOR ACRYLIC FACE. RECESS RACEWAY IN TOP FACE OF CONCRETE STEM WALL. COORDINATE POWER SUPPLY WITH DESIGN BUILD ELECTRIC, CONDUIT TO BE CAST IN TO STEM WALL AND CONCEALED. 2' - 6"1' - 0"2' - 6"CAST IN PLACE SITE WALL FIRST FLOOR 0' -0" TOS NORTH 25' -0" 1 2 3 4 5 6 7 8 9 INSULATED ALUMINUM STOREFRONT (2"X4 1/2" PROFILE) WITH CLEAR ANODIZED FINISH TOS SOUTH 23' -2" 3 A3.04 MECHANICAL 16' -0" 5.1 4 A5.03 5 A5.03 1 A5.03 1 1/2" DIA STAINLESS STEEL (316) EYE BOLT WITH SHOULDER; EPOXY ANCHOR INTO CONCRETE WALL @ 24" O.C. HORIZONTALLY CONTINUOUS PERFORATED STAINLESS STEEL DRINK RAIL; SEE DETAIL 4 A5.01 SMOOTH AS CAST, CAST IN PLACE CONCRETE EXTERIOR WALL; NO RUBBING ALLOWED; USE HDO FORMLINER AND CONICAL TIES WITH SEALANT SMOOTH AS CAST, CAST IN PLACE CONCRETE EXTERIOR WALL; NO RUBBING ALLOWED; USE HDO FORMLINER AND CONICAL TIES WITH SEALANT EXTERIOR FIRE PLACE; SIMILAR TO SPARK FIREPLACE OUTDOOR FIRE RIBBON 72" LENGTH WITH EBONY GLASS FIRE OBJECTS; IN GYPSUM SHEATHING RATED ENCLOSURE CHARRED WOOD SIDING 6" X 8" SHEET METAL GUTTER; SEE DETAIL 4" X 6" OPEN FACE DOWNSPOUT; SEE DETAIL PROVIDE CONCRETE SPLASH PAN AT EACH DOWNSPOUT, TYP 1 A5.03 4 A5.03 5 A5.03 3 A3.02 4 A5.00 CHARRED WOOD SIDING EXTERIOR STEEL STRUCTURE; HOT DIPPED GALVANIZED; SEE STRUC 8 A5.02 2 A5.04 2 A5.06 COORDINATE ELECTRICAL POWER FOR CATENARY LIGHTS WITHIN CONCRETE SITE WALL OWNER PROVIDED MONITORS AND MOUNTS; COORDINATE POWER WITHIN WALL ASSEMBLY FIRST FLOOR 0' -0" TOS NORTH 25' -0" B D CHARRED WOOD SIDING 48" HIGH CAST IN PLACE CONCRETE LOADING DOCK (2) 10' X 12' INSULATED EXTERIOR SECTIONAL DOORS WITH PAINTED FINISH A INSULATED TRANSOM PANEL TO MATCH DOOR FINISH CAST IN PLACE INSULATED CONCRETE FOUNDATION WALL, 42" HIGH. EXPOSED CONCRETE FINISH ON INTERIOR AND EXTERIOR SURFACE 3/8" MINERIT HD FIBER CEMENT PANELS BY AMERICAN FIBER CEMENT; TOS SOUTH 23' -2" MECHANICAL 16' -0" CA.1 4 A5.01 4" X 6" OPEN FACE DOWNSPOUT WALL PACK BY DESIGN BUILD ELECTRIC TYP4' - 0"EQ EQ 1 A3.03 MECHANICAL LOUVER SCREEN IN ALUMINUM STOREFRONT FRAME; FINISH TO BE CLEAR ANODIZED 2 A3.04 1 A5.05 8 A5.02 CUSTOM LASER CUT SIGNAGE POWDER COATED AND PIN MOUNTED TO SIDING; ARTWORK PROVIDED BY OWNER CLCL DOCK BUMPER (TYP EQ EQ EQ EQ 72" LONG, 42" HIGH REMOVABLE STAINLESS STEEL 2 LINE GUARDRAIL PANEL, TYP REMOVABLE STAINLESS STEEL RAMP GUARDRAIL; 42" HIGH CAST IN PLACE CONCRETE STEPS; COORDINATE FINAL LAYOUT WITH ARCH AND FINAL GRADING. MAX RISE 7" 1 1/4" DIAMETER STAINLESS STEEL HANDRAIL / GUARDRAIL FIRST FLOOR 0' -0" TOS NORTH 25' -0" BD CHARRED WOOD SIDING SMOOTH AS CAST, CAST IN PLACE CONCRETE EXTERIOR WALL; NO RUBBING ALLOWED; USE HDO FORMLINER AND CONICAL TIES WITH SEALANT A TOS SOUTH 23' -2" MECHANICAL 16' -0" C 4 A5.03 5 A5.03 1 A5.03 A.1 CONTINUOUS PERFORATED STAINLESS STEEL DRINK RAIL; SEE DETAIL 1 1/2" DIA STAINLESS STEEL (316) EYE BOLT WITH SHOULDER; EPOXY ANCHOR INTO CONCRETE WALL @ 24" O.C. HORIZONTALLY; TYPICAL AT PATIO PERIMETER 2 A5.03 3 A5.03 8" CAST IN PLACE CONCRETE SITE WALL 4 A3.02 EXTERIOR STEEL STRUCTURE; HOT DIPPED GALVANIZED; SEE STRUC 7 A5.05 11' - 0"LINE OF CATENARY LIGHTS BY ELEC DB (TYP OF 7); COORDINATE POWER WITHIN WALL ASSEMBLIES PLANNING ARCHITECTURE INTERIORS Copyright C 2019 OWNER SIGN-OFF: REVISIONS: DATE SHEET: NAME CONSULTANT: 303 Watson Powell Jr. Way Suite 200 Des Moines, Iowa 50309 515.633.2941 515.633.2942 Fax www.invisionarch.com SHEET RESPONSIBILITY:1/16/2020 3:23:06 PM\\server01-dm\company\Des Moines Projects\2018\18112_Roots_Brewing_Co\Draw\Modeling\18112_Roots_R19.rvtA2.01 EXTERIOR ELEVATIONSKINSHIP BREWING COMPANYPARCEL 1, NW SUNRISE DRIVEWAUKEE, IOWASPROUT PROPERTY COMPANY LLCPROJECT NO: 18112/18252 - DATE:03-10-2020 SHEET SET: CONSTRUCTION DOCUMENTS SHEET NAME: KPFF CONFLUENCE CIVIL DESIGN ADVANTAGE STRUCTURAL ENGINEER LANDSCAPE ARCHITECT CIVIL ENGINEER Author3/32" = 1'-0"1 NORTH ELEVATION 3/32" = 1'-0"2 SOUTH ELEVATION 3/32" = 1'-0"4 WEST ELEVATION 3/32" = 1'-0"3 EAST ELEVATION Description Date No. 06-26-2019 - PRICE SET 07-19-2019 - PRICE SET 07-29-2019 - PRICE SET 07-31-2019 - PUD SUBMITTAL 09-10-2019 - CITY SITE SUBMITTAL 10-09-2019 - PRICE SET 11-21-2019 - SHEET SET 12-16-2019 - CITY SITE SUBMITTAL 02-04-2020 - CITY SITE SUBMITTAL 02-18-2020 - CITY SITE SUBMITTAL CITY SITE PLAN SUBMITTAL03-03-2020 - CITY SITE SUBMITTAL 03-10-2020 - FINAL SITE SUBMITTAL FIRST FLOOR 0' -0" TOS NORTH 25' -0" 1 TOS SOUTH 23' -2" MECHANICAL 16' -0" B 2 5"4' - 0"FACE OF CONCRETE STEM WALL BEYOND PREFINISHED SHEET METAL FLASHING; CLEAR ANODIZED FINISH CONTINUOUS SHEET METAL CLEAT; SET IN BED OF MASTIC PERFORATED STAINLESS STEEL 11 GAUGE BUG SCREEN ATTACHED TO VERTICAL FURRING STRIPS 3"REMOVABLE STEEL GUARDRAIL PANELS, HOT DIPPED GALANIZED STEEL BENT PLATE BEYOND PARAPET WALL BEYOND 8 A5.03 SHEET METAL CLOSURE BEYOND HOLD FIBER CEMENT BOARD DOWN 3/4" FROM COPING TO ALLOW FOR AIR MOVEMENT PREFINISHED SHEET METAL COPING; CLEAR ANODIZED FINISH 1 A5.02 A5.04 6 A5.04 7 3' - 6"FIRST FLOOR 0' -0" TOS NORTH 25' -0" 2 TOS SOUTH 23' -2" MECHANICAL 16' -0" E 1 2 DEFLECTION TRACK PARAPET WALL BEYOND 2" HEMMED SHEET METAL EDGE; END DAM AT PARAPET WALL AT EITHER END 1 FILL CAVITY AT BOTH SIDES OF STEEL BEAM WITH 1 5/8" METAL STUD FRAMING AND CLOSED CELL SPRAY FOAM INSULATION 2 1/2" RIGID INSULATION FLUID APPLIED VAPOR PERMEABLE WEATHER BARRIER 6" METAL STUD FRAMING CLOSED CELL SPRAY FOAM INSULATION 3/4" PLYWOOD SHEATHING A5.06 5 FIRST FLOOR 0' -0" TOS NORTH 25' -0" B TOS SOUTH 23' -2" MECHANICAL 16' -0" E DEFLECTION TRACK STEEL BEAM -SEE STRUC FILL CAVITY AT EXTERIOR OF STEEL BEAM WITH 1 5/8" METAL STUD FRAMING AND CLOSED CELL SPRAY FOAM INSULATION 3/4" PLYWOOD SHEATHING FLUID APPLIED VAPOR PERMEABLE WEATHER BARRIER CLOSED CELL SPRAY FOAM INSULATION 2 1/2" RIGID INSULATION ROOF MEMBRANE ON 1/2" DENS DECK PRIME COVER BOARD 1 1 2 PREFINISHED SHEET METAL COPING IN BLACK EXTEND ROOF MEMBRANE UP BACK FACE OF PARAPET WALL; LAP AND SEAL TO MEMBRANE ON OPPOSING SIDE OF WALL F LINE OF STEEL BEAM BEYOND OPEN TO BEYOND 2" HEMMED SHEET METAL EDGE, BEYOND WALL MOUNTED ROOF ACCESS LADDER VERTICAL ROOF ACCESS HATCH FIRST FLOOR 0' -0" TOS NORTH 25' -0" A TOS SOUTH 23' -2" MECHANICAL 16' -0" 6" METAL STUD STEEL BEAM, SEE STRUCTURAL STEEL TUBE-SEE STRUCTURAL ALUMINUM FRAMED INSULATED GLAZING -SEE GLAZING ELEVATION CONCRETE FOOTING -SEE STRUCTURAL EXTEND RIGID INSULATION DOWN FACE OF FOUNDATION GRADE VARIES -SEE CIVIL 1/2" EXPANSION JOINT AND SEALANT A5.00 1 A5.00 2 STEEL BEAM, SEE STRUCTURAL 2 1/2" RIGID INSULATION 1/2" DENS DECK PRIME COVER BOARD EXTEND ROOF MEMBRANE DOWN FACE DEFLECTION TRACK 1 FILL VOID WITH CLOSED CELL SPRAY FOAM INSULATION 6" METAL STUD PREFINISHED SHEET METAL COPING EXTEND ROOF MEMBRANE FLASHING OVER VERTICAL FACE OF WALL PANEL 12" MINIMUM AND SEAL CONTINUOUS PREFINISHED SHEET METAL CLEAT SET IN CONTINUOUS BED OF MASTIC APPLY FLUID APPLIED VAPOR PERMEABLE AIR BARRIER TO HORIZONTAL SURFACE OF SIPS PANEL 2" HEMMED SHEET METAL EDGE, BEYOND STEEL X-BRACE -SEE STRUCTURAL EXTEND RIGID INSULATION 4' HORIZONTALLY PLANNING ARCHITECTURE INTERIORS PRELIMINARY NOT FOR CONSTRUCTION FOR REFERENCE ONLY OWNER SIGN-OFF: REVISIONS: DATE NAME CONSULTANT: 303 Watson Powell Jr. Way Suite 200 Des Moines, Iowa 50309 515.633.2941 515.633.2942 Fax www.invisionarch.com SHEET RESPONSIBILITY:12/12/2019 12:59:51 PM\\server01-dm\company\Des Moines Projects\2018\18112_Roots_Brewing_Co\Draw\Modeling\18112_Roots_R19.rvtKINSHIP BREWING COMPANYPARCEL 1, NW SUNRISE DRIVEWAUKEE, IOWASPROUT PROPERTY COMPANY LLCPROJECT NO: 18112/18252 - DATE:03-10-2020 SHEET SET: SITE PLAN SUBMISSION SHEET NAME: WALL SECTIONS SHEET: A3.03 Copyright C 2019 KPFF CONFLUENCE CIVIL DESIGN ADVANTAGE STRUCTURAL ENGINEER LANDSCAPE ARCHITECT CIVIL ENGINEER Author1/2" = 1'-0"1 FULL HEIGHT FIBER CEMENT WALL SECTION 1/2" = 1'-0"2 MECHANICAL DEPRESSION EAST WALL SECTION 1/2" = 1'-0"3 MECHANICAL DEPRESSION SOUTH WALL SECTION 1/2" = 1'-0"4 MECHANICAL DEPRESSION NORTH WALL SECTION Description Date No. 06-26-2019 - PRICE SET 07-19-2019 - PRICE SET 07-29-2019 - PRICE SET 07-31-2019 - PUD SUBMITTAL 09-10-2019 - CITY SITE SUBMITTAL 10-09-2019 - PRICE SET 11-21-2019 - SHEET SET 12-16-2019 - CITY SITE SUBMITTAL 02-04-2020 - CITY SITE SUBMITTAL 02-18-2020 - CITY SITE SUBMITTAL CITY SITE PLAN SUBMITTAL03-10-2020 - FINAL SITE SUBMITTAL 03-03-2020 - CITY SITE SUBMITTAL A5.07 4 20' - 6"10' - 6"9' - 9"6"9' - 0"EQ EQ 9' - 0"6" A5.07 A5.07 2 3 TRASH DUMPSTER 5 A5.07 6' - 0"1X6 CHARRED WOOD SIDING ON GALV STEEL PIPE SUPPORTS 10' - 0" 1X6 CEDAR ON GALV STEEL PIPE FRAMED CHAIN LINK FENCE 5" DIA. GALVANIZED PIPE, EMBED IN THICKENED CONCRETE FOOTING ALL GATE STEEL TO BE GALVANIZED 1X6 CHARRED WOOD BOARDS; ATTACH WITH COUNTER SUNK TAMPER RESISTANT FLAT HEAD SCREWS TO GALV STEEL PIPES 2X NAILER STRIP AT TOP AND BOTTOM RAILS ROUND POST BRACKET PROVIDED EVERY 24" OC5' - 4"CONCRETE FOOTING EXPANSION BOARD AND SEALANT 1X6 CHARRED WOOD BOARDS; ATTACH WITH COUNTER SUNK TAMPER RESISTANT FLAT HEAD SCREWS TO GALV PIPE FRAME ROUND POST BRACKET 5"10"5"1' - 6"1 1/2" SOLID WOOD BENCH SST FASTENERS -SPACE EVENLY NO MORE THAN 1'-0" O.C. 1/4" RADIUS AT EXPOSED EDGES OF CONCRETE 3/4" CHAMFER AT ALL EXPOSED EDGES OF CONCRETE 3/4" SOLID EXTERIOR GRADE 1X4 BLOCKING CAST IN PLACE CONCRETE WALK -SEE CIVIL CAST IN PLACE CONCRETE WALL - SEE STRUCTURAL PLANNING ARCHITECTURE INTERIORS OWNER SIGN-OFF: REVISIONS: DATE NAME CONSULTANT: 303 Watson Powell Jr. Way Suite 200 Des Moines, Iowa 50309 515.633.2941 515.633.2942 Fax www.invisionarch.com SHEET RESPONSIBILITY:1/16/2020 3:26:56 PM\\server01-dm\company\Des Moines Projects\2018\18112_Roots_Brewing_Co\Draw\Modeling\18112_Roots_R19.rvtKINSHIP BREWING COMPANYPARCEL 1, NW SUNRISE DRIVEWAUKEE, IOWASPROUT PROPERTY COMPANY LLCPROJECT NO: 18112/18252 - DATE:03-10-2020 SHEET SET: CONSTRUCTION DOCUMENTS SHEET NAME: DUMPSTER ENCLOSURE SHEET: A5.07 Copyright C 2019 KPFF CONFLUENCE CIVIL DESIGN ADVANTAGE STRUCTURAL ENGINEER LANDSCAPE ARCHITECT CIVIL ENGINEER Author1/4" = 1'-0"1 DUMPSTER ENCLOSURE PLAN 1/4" = 1'-0"2 DUMPSTER GATE ELEVATION 1/4" = 1'-0"3 DUMPSTER SIDE ELEVATION 1 1/2" = 1'-0"4 DETAIL - DUMPSTER GATE JAMB 3/4" = 1'-0"5 DETAIL - DUMPSTER SECTION 1 1/2" = 1'-0"6 BENCH SECTION DETAIL Description Date No. 06-26-2019 - PRICE SET 07-19-2019 - PRICE SET 07-29-2019 - PRICE SET 07-31-2019 - PUD SUBMITTAL 09-10-2019 - CITY SITE SUBMITTAL 10-09-2019 - PRICE SET 11-21-2019 - SHEET SET 12-16-2019 - CITY SITE SUBMITTAL 02-04-2020 - CITY SITE SUBMITTAL 02-18-2020 - CITY SITE SUBMITTAL CITY SITE PLAN SUBMITTAL03-03-2020 - CITY SITE SUBMITTAL 03-10-2020 - FINAL SITE SUBMITTAL PLANNINGARCHITECTURE INTERIORSCopyright C 2019/2020OWNER SIGN-OFF:SHEET NAME:PROJECT NO:DATE:SHEET SET:REVISIONS:DATESHEET:NAMECONSULTANT:303 Watson Powell Jr.WaySuite 200Des Moines, Iowa 50309515.633.2941515.633.2942 Faxwww.invisionarch.comKINSHIP BREWING COMPANY PARCEL 1, NW SUNRISE DRIVE WAUKEE, IOWA SPROUT PROPERTY COMPANY LLC-KPFFCONFLUENCECIVIL DESIGNADVANTAGESTRUCTURAL ENGINEERLANDSCAPE ARCHITECTCIVIL ENGINEERDescription Date No.03-10-202018112 / 1825206-26-2019 - PRICE SET07-19-2019 - PRICE SET07-29-2019 - PRICE SET07-31-2019 - PUD SUBMITTALCITY SITE PLAN SUBMITTAL 09-10-2019 - CITY SITE SUBMITTAL10-09-2019 - PRICE SET11-21-2019 - SHEET SET12-16-2019 - CITY SITE SUBMITTALCONSTRUCTIONDOCUMENTS02-04-2020 - CITY SITE SUBMITTAL02-18-2020 - CITY SITE SUBMITTAL03-03-2020 - CITY SITE SUBMITTAL03-10-2020 - FINAL SITE SUBMITTALARCHITECTURE PERSPECTIVESA5.08 FACP6 B D 7 8 9 A 3 A3.04 C A.1 A5.04 3 A5.04 1 2 AS1.11 24' - 0"32' - 0"32' - 0"28' - 0"28' - 0"28' - 0" 1' - 8"8". LINE OF CATENARY LIGHTS ABOVE, TYP 7' - 0"7' - 0"7' - 0"7' - 0"7' - 0"7' - 0" 3' - 6" 3' - 6" FINE STONE MULCH -SEE LANDSCAPE FINE STONE MULCH -SEE LANDSCAPE 12" WIDE X 11'-0" TALL CAST IN PLACE CONCRETE SITE WALL 3' - 0"52' - 4"27' - 3" CHILLER BY EQUIPMENT MANUFACTURER FUTURE FOOD VENDOR AS1.11 3 STEEL TUBE STRUCTURE ABOVE; HOT DIPPED GALVANIZED, TYP SOD -SEE LANDSCAPE TYPALIGN STEEL W SECTIONS ABOVE; HOT DIPPED GALVANIZED, TYP 7' - 0"16" WIDE X 8" TALL CAST IN PLACE CONCRETE SITE WALL 20" WIDE X 42" TALL CAST IN PLACE CONCRETE SITE WALL 8' - 0"8' - 0"12' - 0" 10" WIDE X 42" TALL CAST IN PLACE CONCRETE SITE WALL STAINLESS STEEL DRINK RAIL; SEE DETAIL PERFORATED STAINLESS STEEL DRINK RAIL; SEE DETAIL COORDINATE ATTACHMENT OF CATENARY LIGHTS TO THE TOP OF THE CONCRETE SITE WALL WITH ARCHITECT PRIOR TO WALL BEING CAST SIGNAGE EXTERIOR FIREPLACE, SIMILAR TO SPARK FIREPLACE OUTDOOR FIRE RIBBON 72" LENGTH WITH EBONY GLASS FIRE OBJECTS IN GYPSUM SHEATHING ENCLOSURE 7' - 0" CL CL 7' - 0" KNIFE PLATE WELDED TO STEEL BEAM -SEE DETAIL 16' - 0" FIRST FLOOR 0' -0" 9 TOS SOUTH 23' -2" 1 1/2" DIA STAINLESS STEEL (316 EYE BOLT WITH SHOULDER; EPOXY ANCHOR INTO CONCRETE WALL @ 24" O.C. HORIZONTALLY 0.5" O.D; 4" CORROSION RESISTANT STAINLESS STEEL EXTENSION SPRING WITH LOOP ENDS. 16" WIDE CAST IN PLACE CONCRETE SITE WALL - SEE STRUCTURAL 8"3/4" CHAMFER, TYP. STAINLESS STEEL (316) NON- LIFTING NON-LOCKING CARIBENER STAINLESS STEEL (316) NON- LIFTING NON-LOCKING CARIBENER 0.5" O.D; 4" CORROSION RESISTANT STAINLESS STEEL EXTENSION SPRING WITH LOOP ENDS. STAINLESS STEEL (316) NON- LIFTING NON-LOCKING CARIBENER STAINLESS STEEL (316) NON- LIFTING NON-LOCKING CARIBENER STEEL BEAM - SEE STRUCTURAL. FINISH TO BE HOT DIPPED GALVANIZED, TYP 1/4" STEEL KNIFE PLATE WELDED TO STEEL BEAM @ 48" O.C. LINE OF WING WALL BEYOND 7"3/8" HEMP ROPE, PROVIDE ROPE LENGTH TO ALLOW FOR CONTINUOUS ROPING. COORDINATE FINAL PATTERN WITH ARCHITECT 10" 3/4" DIA HOLE 1" COORDINATE PLANTING OF HOPS WITH OWNER 8 C EXTERIOR JUNCTION BOX AND DUPLEX OUTLET AT STANDARD HEIGHT. LOCATE AT EAST FACE OF EACH (4) EXTERIOR PLAZA COLUMNS. MOUNT TO STEEL COLUMN. ROUTE CONDUIT UNDERGROUND AND CAST INTO CONCRETE BASE. CONDUIT TO BE RUN VERTICALLY TIGHT TO FACE OF COLUMN. 8" HIGH CAST IN PLACE CONCRETE COLUMN BASE 3/4" CHAMFER, TYP STEEL STRUCTURE, SEE STRUC. HOT DIPPED GALVANIZED FIRST FLOOR 0' -0" TOS NORTH 25' -0" BD A TOS SOUTH 23' -2" MECHANICAL 16' -0" C A.1 TYP 4' - 0" EQEQSTARTFINISH1&11 2 3 4 5 6 7 8 9 10 STARTFINISH1&11 2 3 4 5 6 7 8 9 10 COLOR DENOTES TWO SEPARATE 3/8" DIAMETER HEMP ROPES NUMBER DENOTES THE SEQUENCE CONTINUOUS ROPES ARE TO BE THREADED 1.SEE LANDSCAPE ARCHITECTURE DRAWINGS FOR ADDITIONAL SCOPE OF WORK. 2. ALL EXTERIOR STEEL IS TO BE HOT DIPPED GALVANIZED. GENERAL SITE PLAN NOTES PLANNING ARCHITECTURE INTERIORS PRELIMINARY NOT FOR CONSTRUCTION FOR REFERENCE ONLY Copyright C 2019 OWNER SIGN-OFF: SHEET NAME: REVISIONS: DATE SHEET: NAME CONSULTANT: 303 Watson Powell Jr. Way Suite 200 Des Moines, Iowa 50309 515.633.2941 515.633.2942 Fax www.invisionarch.com SHEET RESPONSIBILITY:12/12/2019 3:21:57 PM\\server01-dm\company\Des Moines Projects\2018\18112_Roots_Brewing_Co\Draw\Modeling\18112_Roots_R19.rvtAS1.11 ARCHITECTURAL SITE PLAN KINSHIP BREWING COMPANYPARCEL 1, NW SUNRISE DRIVEWAUKEE, IOWASPROUT PROPERTY COMPANY LLCPROJECT NO: 18112/18252 - DATE:03-10-2020 SHEET SET: SITE PLAN SUBMISSION KPFF CONFLUENCE CIVIL DESIGN ADVANTAGE STRUCTURAL ENGINEER LANDSCAPE ARCHITECT CIVIL ENGINEER AuthorNORTH 1/8" = 1'-0"1 SITE PLAN Description Date No. 3" = 1'-0"2 SECTION DETAIL - HOPS CONNECTION 1 1/2" = 1'-0"3 SECTION DETAIL PLAZA COLUMN BASE 1/8" = 1'-0"4 ELEVATION - ROPE SEQUENCE DRAWING 06-26-2019 - PRICE SET 07-19-2019 - PRICE SET 07-29-2019 - PRICE SET 07-31-2019 - PUD SUBMITTAL 09-10-2019 - CITY SITE SUBMITTAL 10-09-2019 - PRICE SET 11-21-2019 - SHEET SET 12-16-2019 - CITY SITE SUBMITTAL 02-04-2020 - CITY SITE SUBMITTAL 02-18-2020 - CITY SITE SUBMITTAL CITY SITE PLAN SUBMITTAL03-03-2020 - CITY SITE SUBMITTAL 03-10-2020 - FINAL SITE SUBMITTAL