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HomeMy WebLinkAbout2021-09-20-I13 Waukee Natatorium_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: September 20, 2021 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Waukee Natatorium (1655 NW Douglas Parkway) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: Waukee Community School District, requests approval of a site plan for a 62,350 square foot building that will house a pool to be used by the Waukee Community School District Aquatics. A trash enclosure is located on the west side of the building. 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 September 14, 2021 Commission Meeting and recommended approval subject to remaining staff comments: Approval of a Site Plan for Waukee Natatorium (1655 NW Douglas Parkway) Senior Planner, Melissa DeBoer, introduced the request for approval of a site plan as submitted by the applicant, Waukee Community School District, for approval of a natatorium. The subject property is generally located north of NW Douglas Parkway and west of NW 10th Street, containing approximately 76.01 acres. Mrs. DeBoer advised that the site plan identifies the construction of a 62,350 square foot natatorium building which will house a pool to be used by the Waukee Community School District Aquatics Programs. A trash enclosure is located on the west side of the building. Access is provided off of NW Georgetown Drive, as well as the accesses shared with the 8/9 School site to the east of the property. Parking has been provided as part of the School project and pedestrian walkways will be installed around the building and throughout the side with a 1-foot wide trail installed along NW Georgetown Drive. All public utilities will be extended to the site and storm water will be detained in basins located throughout the overall site with maintenance being provided by the school district. All landscape, open space, and elevation requirements have been met at this time. Staff would recommend approval of the Site Plan for Waukee Natatorium (1655 NW Douglas parkway) subject to remaining staff comments.  Commissioner Hoifeldt questioned who was responsible for the street improvements. Mrs. DeBoer advised that the School would be required to complete the west side of NW Georgetown Drive as well as a portion of NW Douglas Parkway. I13  Commissioner Streit questioned if there were any active projects near this location. Mrs. DeBoer advised there were none planned to the north or west of this property at this time. The City owns the portion of ground between the trail and T Avenue which is the future location of a Public Safety Building.  Commissioner Koshy questioned when the project would go to bid. Kirk Johnson of the Waukee Community School District advised that the bidding would occur sometime in November or December with the intent to be open in August of 2023.  Commissioner Hoifeldt questioned if there were any planned buildouts for this project. Mr. Johnson advised that this is the full buildout of the building.  Commissioner Streit questioned if this would have public access. Mr. Johnson advised that it would depend on the programs offered. First access would be granted to the extracurricular programs and then the community education programs. The project is large enough to house the combined high school programs as well as the capacity when the high school programs are large enough to split. Commissioner Hoifeldt moved to approve the Site Plan for Waukee Natatorium (1655 NW Douglas Parkway) subject to any remaining staff comments. Commissioner Streit seconded the motion. Ayes: Streit, Broderick, Hoifeldt, and Koshy. Nays: none. Motion carried. STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan subject to remaining staff comments. RECOMMENDATION: Approve the resolution subject to remaining staff comments. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan & Elevations PREPARED BY: Melissa DeBoer, Senior Planner REVIEWED BY: THE CITY OF WAUKEE, IOWA RESOLUTION 2021- APPROVING THE SITE PLAN FOR WAUKEE NATATORIUM (1655 NW DOUGLAS PARKWAY) IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal Organization; AND, WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of the Site Plan for Waukee Natatorium, subject to remaining staff comments on September 14, 2021; AND, WHEREAS, the Site Plan for Waukee Natatorium is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Waukee Natatorium 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 20th day of September, 2021 that the Site Plan for Waukee Natatorium is approved subject to remaining staff comments. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Anna Bergman Pierce R. Charles Bottenberg Chris Crone Larry R. Lyon Ben Sinclair PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: Waukee Natatorium – Site Plan PREPARED BY: Melissa DeBoer, AICP - Senior Planner REPORT DATE: September 10, 2021 MEETING DATE: September 14, 2021 GENERAL INFORMATION Owner / Applicant: Waukee Community School District Engineer: Joel Jackson, P.E., Bishop Engineering Request: The applicant is requesting approval of a site plan for the development of a natatorium. Location and Size: Property is generally located north of NW Douglas Parkway and west of NW 10th Street, containing approximately 76.01 acres. Property Address: 1655 NW Douglas Parkway AREA MAP ABOVE: Aerial of subject property (outlined in RED) in relation to the surrounding area. September 10, 2021 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant – Undeveloped Single Family Residential A-1 (Agricultural) North Agricultural Land Single Family Residential / Open Space N/A / Dallas County South Single Family Residential Single Family Residential R-2 (One & Two Family Residential) East Agricultural Land Single Family Residential N/A / Dallas County West Agricultural Land Medium Density Residential N/A / Dallas County HISTORY This property recently received approval of a preliminary plat, final plat and site plan for the construction of a new middle school. PROJECT DESCRIPTION Site Plan The site plan identifies the construction of a 62,350 square foot natatorium building. The building will house a pool to be used by the Waukee Community School District Aquatics. A trash enclosure is located on the west side of the building. ACCESS AND PARKING Access to the natatorium building will be provided with the accesses that were provided with the overall middle school site; with the main accesses for the natatorium off of NW Georgetown Drive. Parking spaces have been provided with the overall middle school site. A few new parking spaces will be provided on the west side of the building at the back entrance to the building. The overall school site plan indicated a total of 574 parking spaces across the site, including 25 accessible parking spaces. Pedestrian walkways will be installed around the building and throughout the site. A 10-foot-wide trail will be installed along NW Georgetown Drive. UTILITIES All public utilities will be extended into the site. Water will be extended into the site from NW Georgetown Drive and sanitary sewer will be extended into the site from NW Douglas Parkway. Storm water for the site will be detained in basins located throughout the overall site. The School District will be responsible for the maintenance of these ponds. LANDSCAPING & OPEN SPACE A total of 20% open space is required. The Site Plan indicates that 75.3% open space will be provided for the overall natatorium and school site. The proposed landscape plan meets the requirements of the Landscape and Open Space Ordinance. September 10, 2021 3 of 3 ELEVATIONS Elevations of the proposed buildings have been provided for review. Materials proposed include precast concrete panels, metal louvered wall system, phenolic panel system, glass, brick and a variety of metal panel systems. STAFF RECOMMENDATION The proposed site plan is in general conformance with the Zoning Ordinance and Site Plan Ordinance. Staff recommends approval subject to remaining staff comments. IOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.PROPERTY DESCRIPTION:THE SE 1/4 OF THE SW 1/4 SECTION 20, TOWNSHIP 79 NORTH,RANGE 26 WEST AND THE SW 1/4 OF THE SE 1/4 SECTION 20,TOWNSHIP 79 NORTH, RANGE 26 WEST, AND PARCELS 20-102,21-14 AND 21-15 OF THE SW 1/4 OF THE SW 1/4 SECTION 20,TOWNSHIP 79 NORTH, RANGE 26 WEST.ADDRESS:TBDOWNER/PREPARED FOR:WAUKEE COMMUNITY SCHOOL DISTRICTATTN: KIRK JOHNSON560 SE UNIVERSITY AVEWAUKEE, IA 50263PH: 515-97-5161ENGINEER/PROJECT MANAGER:JOEL JACKSON, PEBISHOP ENGINEERING3501 104TH STREETURBANDALE, IA 50322PH: 515-276-0467ZONING:A-1: AGRICULTURAL DISTRICTBUILDING SETBACKS:FRONT YARD = 35 FEETREAR YARD = 35 FEETSIDE YARD = 35 FEETMAXIMUM BUILDING HEIGHT = 40 FEETOPEN SPACE & IMPERVIOUS SURFACE:TOTAL SITE AREA = 3,313,106 SFWAUKEE 8/9 SCHOOL IMPERVIOUS SURFACE = 744,710 SFNATARORIUM IMPERVIOUS SURFACE = 72,840 SFTOTAL IMPERVIOUS SURFACE ON SITE = 817,550 SF (24.7%)TOTAL OPEN SPACE = 2,495,556 SF (75.3%)BENCHMARK:TBM 1ARROW ON HYDRANTLOCATED AT NW DOUGLAS PKWY & NW STRATFORD DR; ON THENORTH R.O.W. OF NW DOUGLAS PKWY.ELEVATION=1020.29TBM 2BURY BOLT ON HYDRANTLOCATED ALONG THE WEST R.O.W. OF NW 10TH STREET; 504' +/-NORTH OF DRIVE.ELEVATION=1011.65SITE CONTROL:POINT #9500NORTHING= 593832.23EASTING= 1530786.15ELEVATION= 1019.04DESCRIPTION= SET CUT "X" ON BACK OF CURBVICINITY MAPSCALE: 1' = 1,000'COPYRIGHT 2021 BISHOP ENGINEERING. THIS DOCUMENT AND THE INFORMATION CONTAINED MAY NOT BEREPRODUCED OR EXCERPTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF BISHOP ENGINEERING.UNAUTHORIZED COPYING OR DISCLOSURE OF CONSTRUCTION USE ARE PROHIBITED BY COPYRIGHT LAW.LEGEND: SAN SANITARY SEWER ST STORM SEWER W WATER LINE G GAS LINEU/E UNDERGROUND ELECTRICO/E OVERHEAD ELECTRICTELETELEPHONE LINEF/OFIBER OPTICCATVCABLE TVSTORM MANHOLECURB INTAKESURFACE INTAKEFLARED END SECTIONSANITARY MANHOLECLEANOUTFIRE HYDRANTSPRINKLERIRRIGATION CONTROL VALVEWATER MANHOLEWELLWATER VALVEWATER SHUT OFFYARD HYDRANTELECTRIC MANHOLEELECTRIC METERELECTRIC RISERELECTRIC VAULTPOWER POLETRANSFORMER POLELIGHT POLEELECTRIC JUNCTION BOXELECTRIC PANELTRANSFORMERGROUND LIGHTGUY WIREELECTRIC HANDHOLEGAS METERGAS VALVEAIR CONDITIONING UNITTELEPHONE RISERTELEPHONE VAULTTELEPHONE MANHOLETRAFFIC SIGNAL MANHOLEFIBER OPTIC MANHOLEFIBER OPTIC RISERFIBER OPTIC FAULTCABLE TV RISERSIGNBOLLARD 7DENOTES NUMBER OF PARKING STALLSPROPERTY CORNER - FOUND AS NOTEDPROPERTY CORNER- PLACED AS NOTEDSECTION CORNER - FOUND AS NOTEDDSCOHYDI CVWW SOYADREEMEELECEJEPGMGVA/CTTELTTSFOF/OTVWWVPLANNING DESIGN12346CAB5DEARCHITECTMECH/ ELEC/ PLUMB/ TECH KCL Engineering 300 4th Street West Des Moines, IA 50265 Phone: (515) 724-7938 STRUCTURAL KPFF Consulting Engineers 604 Locust Street, Suite 202 Des Moines, IA 50309 AQUATICS Aquatic Design Group 2226 Faraday Ave. Carlsebad, CA 92008 Phone: (800) 938-0542 PRELIMINARY - NOT FOR CONSTRUCTION KEY PLAN©PROJECT. THEY ARE NOT SUITABLE FOR USEON OTHER PROJECTS OR IN OTHERLOCATIONS WITHOUT THE EXPRESS WRITTENAPPROVAL AND PARTICIPATION OFRDGPlanning & Design. REPRODUCTION ISPROHIBITED.THESE DOCUMENTS HAVE BEEN PREPAREDBY RDG IA Inc. SPECIFICALLY FOR THERDG Planning & DesignPROJECT NO:DATEISSUANCECABDE123465THIS DRAWING MAY NOT REPRESENT ALLCHANGES THAT HAVE OCCURRED DURINGBID OR CONSTRUCTION PHASES.CONSTRUCTION DOCUMENTS, ADDENDA ANDCHANGE DOCUMENTS REMAIN THE OFFICIALCONSTRUCTION DOCUMENTS.RDG Planning & Design 301 Grand Avenue Des Moines, Iowa 50309 Phone: (515) 288-3141 PDFs MADE:SHEET SIZE: 30" X 42"BA8/31/2021 8:48:04 AM CIVIL Bishop Engineering 3501 104th Street Urbandale, Iowa 50322 Phone: (515) 276-04673004.244.00WAUKEE CSD AQUATICS TBD WAUKEE CSDWAUKEE CSD AQUATICS FACILITY2021DESIGN DEVELOPMENT 100% Design Development7.20.2021Phone: (515) 279-3900UTILITY NOTE:THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM THE FIELD SURVEY, EXISTING PUBLICRECORDS, AND PLANS PROVIDED BY OTHERS. SURFACE UTILITY LOCATIONS HAVE BEEN FIELD LOCATED BY BISHOPENGINEERING, UNLESS OTHERWISE NOTED. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE LOCATIONSONLY. BISHOP ENGINEERING DOES NOT GUARANTEE THE UNDERGROUND LOCATION OF ANY UTILITIES SHOWN. IT SHALLBE THE DUTY OF THE CONTRACTOR TO DETERMINE THE LOCATION AND DEPTH OF ANY UNDERGROUND UTILITIES SHOWNAND IF ANY ADDITIONAL UTILITIES, OTHER THAN THOSE SHOWN ON THE PLANS, MAY BE PRESENT. A REQUEST WAS MADETO IOWA ONE CALL FOR UTILITY PROVIDERS TO VERIFY, LOCATE, AND MARK THEIR UTILITIES IN THE FIELD.ABBREVIATIONS:ACACRESASPHASPHALTBKBOOKCONCCONCRETEDDEEDED DISTANCEEXEXISTINGENCLENCLOSUREFFFINISHED FLOORFLFLOW LINEFRACFRACTIONALMMEASURED DISTANCEMHMANHOLEOPCORANGE PLASTIC CAPPPLATTED DISTANCEPGPAGEPOBPOINT OF BEGINNINGPOCPOINT OF COMMENCEMENTPRAPREVIOUSLY RECORDED ASPUEPUBLIC UTILITY EASEMENTROWRIGHT OF WAYRPCRED PLASTIC CAPSFSQUARE FEETSANSANITARYTYPTYPICALYPCYELLOW PLASTIC CAPNNORTHSSOUTHEEASTWWESTF/OC0.1 - C7.1NEW WAUKEE NATATORIUMSITE PLANSHEET INDEX:C0.1CIVIL COVER SHEETC2.1LAYOUT PLANC3.1GRADING PLANC4.1UTILITY PLANC5.1LANDSCAPE PLANC5.2LANDSCAPE DETAILSC6.1DETAILS SHEETC7.1SWPPPSTAKING NOTES:1.CONTRACTOR IS REQUIRED TO HAVE ALL STAKING DONE UNDER THE SUPERVISION OF A LICENSED LAND SURVEYOR AND IN COORDINATION WITH THE PROJECT ENGINEER.2.CONTRACTOR IS REQUIRED TO HAVE ALL STAKING DONE DIRECTLY UNDER THE GENERAL CONTRACTOR BY A SINGLE COMPANY.3.STAKING DOES NOT RELIEVE CONTRACTOR OF ULTIMATE RESPONSIBILITY TO CONSTRUCT THE PROJECT PER PLAN.EARTHWORK BALANCE NOTES:1.EXISTING CONTOURS SHOWN ON PLAN ARE PROPOSED CONTOURS FROM THE NEW WAUKEE 8-9 SCHOOL PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FORTAKING THIS SITUATION INTO ACCOUNT AND MAKING THE SITE BALANCE. NO CHANGE ORDERS WILL BE ISSUED AS IT RELATES TO EARTHWORK QUANTITIES.2.SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR PAID FOR SEPARATELY. CONTRACTORRESPONSIBLE FOR MAKING THE SITE EARTHWORK BALANCE.3.THIS INCLUDES BUT IS NOT LIMITED TO TOPSOIL, POOR SOILS AND STRUCTURAL FILL NECESSARY TO MEET PROJECT PLANS AND SPECIFICATIONS.PAVEMENT PLACEMENT NOTES:1.SEE PROJECT SPECIFICATION SECTION 32 13 13 FOR LASER SCREED REQUIREMENTS.STORM & SANITARY TELEVISING NOTES:1.CONTRACTOR IS REQUIRED TO TELEVISE ALL SANITARY AND STORM SEWER SYSTEM PRIOR TO PAVING OPERATIONS.2.CONTRACTOR SHALL SEND VIDEO INSPECTION TO THE ENGINEER FOR APPROVAL PRIOR TO PAVING.3.CONTRACTOR SHALL PROVIDE COPIES OF THE REPORTS AND VIDEOS TO THE WAUKEE ENGINEERING DEPARTMENT FOR APPROVAL PRIOR TO PAVING.UTILITY CONFLICT NOTES:1.UTILITY CONFLICTS MAY EXIST ACROSS THE SITE WITH NEW UTILITIES, GRADING, PAVING ETC. MOST UTILITY CONFLICTS HAVE BEEN CALLED OUT FORCONTRACTOR CONVENIENCE.2.CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONFLICTS THAT ARE EITHER CALLED OUT ON THE PLANS OR THAT CAN BE SEEN ON THE PLANS BETWEEN ANEXISTING UTILITY AND PROPOSED CONSTRUCTION.3.CONTRACTOR SHALL USE O-RING GASKET JOINTS FOR STORM SEWER AND SANITARY SEWER AT CROSSINGS WITH WATER WHERE STORM OR SANITARYSEWER CROSSES OVER OR LESS THAN 18 INCHES BELOW WATER. O-RING GASKET JOINTS SHALL BE EXTENDED UNTIL WATER AND SEWER ARE AT LEAST 10FEET APART. ALL O-RING GASKET JOINTS SHALL BE CONSIDERED INCIDENTAL TO BID. IF N-12 PIPE IS USED FOR STORM SEWER, CONTRACTOR SHALL USEWATER-TIGHT N-12 PIPE, CENTERED ON THE CROSSING.4.FOR ALL CRITICAL CROSSINGS WITH EXISTING UTILITIES, THE ELEVATION OF THE EXISTING UTILITY SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION.NOTIFY BISHOP ENGINEERING PRIOR TO CONSTRUCTION IF A CONFLICT EXISTS.GENERAL NOTES:1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH 2020 WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND 2021 SUDAS STANDARD SPECIFICATIONS.THE CITY OF WAUKEE PUBLIC WORKS DEPARTMENT MUST BE NOTIFIED BY ALL CONTRACTORS 48 HOURS PRIOR TO COMMENCING WORK AND PRIOR TO ANY WEEKENDOR HOLIDAY WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING WAUKEE PUBLIC WORKS DEPARTMENT 1 WEEK PRIOR TO ANY PLANNED WORK TOSCHEDULE A PRE-CONSTRUCTION MEETING.2.IN EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES. ANY DAMAGE TO SAID UTILITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.4.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT O.S.H.A. CODES AND STANDARDS. NOTHING INDICATED ON THESE PLANS SHALL RELIEVE THECONTRACTOR FROM COMPLYING WITH THE APPROPRIATE SAFETY REGULATIONS.5.ALL NECESSARY CONSTRUCTION SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES REQUIRED DURING CONSTRUCTION WILL BE FURNISHED BY THECONTRACTOR. SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN CONFORMANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICESFOR STREETS AND HIGHWAYS" AND CITY OF WAUKEE REQUIREMENTS.6.BISHOP ENGINEERING SHALL NOT BE LIABLE FOR ANY INJURIES THAT HAPPEN ON SITE. THIS SHALL INCLUDE BUT NOT BE LIMITED TO TRENCH COLLAPSES FROMVARYING SOIL CONDITIONS OR INJURIES CAUSED BY UNDERGROUND UTILITIES INCLUDING UTILITIES THAT ARE NOT SHOWN ON PLAN.7.THE CONTRACTOR IS LIABLE FOR ALL DAMAGES TO PUBLIC OR PRIVATE PROPERTY CAUSED BY THEIR ACTION OR INACTION IN PROVIDING FOR STORM WATER FLOWDURING CONSTRUCTION. DO NOT RESTRICT FLOWS IN EXISTING DRAINAGE CHANNELS, STORM SEWER, OR FACILITIES.8.THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SCHEDULE FOR PERFORMANCE OF WORK ITEMS. THIS SCHEDULE SHALL BE PROVIDED BY THE CONTRACTOR ATTHE PROJECT PRECONSTRUCTION CONFERENCE. NO WORK SHALL BEGIN UNTIL A SCHEDULE HAS BEEN SUBMITTED AND ACCEPTED. THE CONTRACTOR SHALL THENPERFORM WORK TO CONFORM TO THE ACCEPTED SCHEDULE.9.LABORATORY TESTS SHALL BE PERFORMED BY THE OWNER UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE SAMPLES OF MATERIAL REQUIRED FORLABORATORY TESTS AND TESTING IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS.10.THE CONTRACTOR SHALL PROTECT ALL STRUCTURES NOT SHOWN AS REMOVALS ON THE PLANS.11.THE CONTRACTOR SHALL OBTAIN ANY AND ALL NECESSARY PERMITS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL WORK WITH OWNER OR OWNERSREPRESENTATIVE ON ALL REQUIRED STORM WATER DISCHARGE PERMITS FROM THE IOWA DEPARTMENT OF NATURAL RESOURCES AND THE CITY OF WAUKEE.12.GRADING AND EROSION CONTROL SHALL BE DONE IN ACCORDANCE WITH THE APPROVED GRADING PLAN, SWPPP, NPDES DOCUMENTS, AND IOWA DEPARTMENT OFNATURAL RESOURCES REQUIREMENTS.13.THE CONTRACTOR SHALL PICK UP ANY DEBRIS SPILLED ONTO THE ADJACENT RIGHT OF WAY OR ABUTTING PROPERTIES AS THE RESULT OF CONSTRUCTION, AT THEEND OF EACH WORK DAY AND PRIOR TO A RAIN EVENT.14.THE CONTRACTOR IS RESPONSIBLE FOR THE PROMPT REMOVAL OF ALL MUD THAT HAS BEEN TRACKED OR WASHED UNTO ADJACENT PROPERTY OR RIGHT OF WAYUNTIL SUCH TIME THAT PERMANENT VEGETATION HAS BEEN ESTABLISHED.15.DISPOSE OF ALL EXCESS MATERIALS AND TRASH IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS. PROVIDE WASTE AREAS OR DISPOSAL SITESFOR EXCESS MATERIALS NOT DESIRABLE FOR INCORPORATION INTO THE PROJECT.16.ANY PROPOSED CHANGES TO THE APPROVED PLAN SET DURING CONSTRUCTION MUST RECEIVE WRITTEN APPROVAL FROM THE CITY OF WAUKEE COMMUNITYDEVELOPMENT DEPARTMENT AND DESIGN ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOTRECEIVED WRITTEN APPROVAL FROM THE CITY OF WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT.17.CONTRACTOR SHALL PROVIDE THE CITY OF WAUKEE ENGINEERING DEPARTMENT WITH A LIST OF QUANTITIES FOR SCHEDULING INSPECTION PURPOSES.PAVING NOTES:1.THE PAVING/ GRADING CONTRACTOR SHALL BACKFILL THE PAVING SLAB AND FINE GRADE THE RIGHT OF WAY AS SOON AFTER THE PAVING AS POSSIBLE. ALL AREASSHALL BE SEEDED IN ACCORDANCE WITH CITY OF WAUKEE STANDARD SPECIFICATIONS AND THE CURRENT VERSION OF SUDAS.2.SUBGRADE PREPARATION AND PAVEMENTS WILL BE CONSTRUCTED FOLLOWING RECOMMENDATIONS IN THE SOILS REPORT. APPROVED SOILS ENGINEER MUST SIGNOFF ON SUBASE PRIOR TO ANY PAVEMENT BEING PLACED.3.SEE DETAILS FOR ALL PAVEMENT THICKNESS.4.DETECTABLE WARNING PANELS CALLED OUT ON PLANS SHALL BE PER A.D.A. REGULATIONS. PANEL TYPE & COLOR SHALL BE PER CITY STANDARD.5.ALL WALKS, PARKING LOTS, HANDICAP PARKING, RAMPS, ETC. SHALL COMPLY WITH ALL A.D.A. AND CITY CODES. HANDICAP PARKING SIGNAGE IS REQUIRED FOR ALLHANDICAP STALLS AND SHALL BE CONSIDERED INCIDENTAL. IN EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE A.D.A./CITY CODES THE A.D.A./CITY CODESSHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING A.D.A. CODES ARE MET.6.ALL PAVEMENT REPLACEMENT SHALL COMPLY WITH THE WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS.UTILITY NOTES:1.QUANTITY CALLOUTS ON PIPE LENGTHS ARE APPROXIMATE AND SHOULD BE USED FOR REFERENCE ONLY.2.THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OF ANY AND ALL EXISTING AND PROPOSED UTILITIES TO PROPOSED GRADES. EXISTING UTILITIES SHALL BERAISED OR LOWERED IN ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS. ANY NECESSARY ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TOCONSTRUCTION.3.ALL PROPOSED RCP STORM SEWER PIPE JOINTS SHALL BE FABRIC WRAPPED AND THE LAST 3 PIPE SECTIONS ON THE APRON SHALL BE TIED WITH RF-14 TYPE IICONNECTORS. ALL APRONS SHALL HAVE A STANDARD FOOTING AND TRASH GUARD. ALL FLARED END SECTIONS SHALL HAVE A 3' WIDE CLAY WATERSTOP (SUDASSW-105).4.ALL RIP RAP CALLED OUT ON PLANS SHALL BE UNDERLAIN WITH ENGINEERING FABRIC.5.ALL STRUCTURE SIZES CALLED OUT ON PLANS ARE MINIMUM INSIDE WALL DIMENSIONS.6.ALL STRUCTURES CALLED OUT AS "MODIFIED" OR "SPECIAL" SHALL BE ENGINEERED BY THE PRECASTER TO ENSURE STRUCTURE STABILITY. MODIFICATIONS INCLUDEADDITIONAL WALL LENGTH TO ACCOUNT FOR LARGE PIPE DIAMETERS AND ADDITIONAL WALL WIDTH & BASE DEPTH TO ACCOUNT FOR DEEPER STRUCTURES. ANY ANDALL MODIFICATIONS TO STANDARD STRUCTURES SHALL BE CONSIDERED INCIDENTAL TO BID.7.SANITARY SERVICES SHALL MAINTAIN 18" OF VERTICAL SEPARATION FROM THE WATERMAIN WITH 18" OF COMPACTED LOW PERMEABILITY SOIL BETWEEN THE UTILITIESWITHIN 10' OF THE CROSSING.8.MANDREL AND PRESSURE TESTS SHALL BE REQUIRED FOR ALL PROPOSED SANITARY LINES, ALL SANITARY MANHOLES SHALL BE VACUUM TESTED. ALL SANITARY ANDSTORM LINES SHALL BE CLEANED AND TELEVISED PRIOR TO PAVING. THE CITY SHALL WITNESS ALL CLEANING AND TELEVISING, COPIES OF THE REPORTS AND VIDEOSSHALL BE PROVIDED TO THE CITY OF WAUKEE ENGINEERING DEPARTMENT.9.ALL UTILITIES SHALL BE TESTED TO CITY OF WAUKEE STANDARDS AND THE CITY OF WAUKEE ENGINEERING DEPARTMENT SHALL WITNESS ALL TESTING.10.ALL WATER LINE MATERIAL SHALL BE C-900 UNLESS NOTED OTHERWISE ON PLANS. SIZE OF WATERMAIN AS SHOWN ON PLANS.11.THRUST BLOCKS SHALL BE INSTALLED AS REQUIRED AND SHALL BE CONSIDERED INCIDENTAL TO WATERMAIN CONSTRUCTION.12.PROPOSED WATERMAIN SHALL BE PRESSURE TESTED, BACTERIA TESTED AND CHLORINATED. THE FILLING OF THE WATER MAIN SHALL BE DONE BY THE CITY OFWAUKEE.13.TRACER WIRE SHALL BE ADDED TO ALL WATER MAIN, AND BROUGHT TO THE SURFACE AT EVERY HYDRANT.14.ALL HYDRANTS WILL IMMEDIATELY BE COVERED WITH A BLACK PLASTIC BAG (OR EQUIVALENT) ONCE THE HYDRANT IS INSTALLED. THE CITY OF WAUKEE WILL NOTIFYTHE CONTRACTOR WHEN THE BAGS CAN BE REMOVED.15.THE MINIMUM HYDRANT LEAD SHALL BE 3.5 FEET.16.FIRE HYDRANT ASSEMBLY SHALL INCLUDE TEE, BRANCH, VALVE & HYDRANT AND A 5" STORZ CONNECTION.17.ANY AND ALL HYDRANT AND VALVE EXTENSIONS, TOGETHER WITH VERTICAL BENDS, SHALL BE CONSIDERED INCIDENTAL TO WATER MAIN CONSTRUCTION. NOADDITIONAL PAYMENT WILL BE PROVIDED FOR INCIDENTAL ITEMS.18.ALL UTILITY CONNECTIONS TO EXISTING UTILITIES SHALL BE COORDINATED WITH THE CITY OF WAUKEE ENGINEERING DEPARTMENT.SWPPP NOTES:1.STORM WATER POLLUTION PREVENTION PLAN HAS BEEN PREPARED BY BISHOP ENGINEERING. CONTACT JAMES RODEMYER (515-276-0467) FOR A COPYOF THE SWPPP.2.NPDES PERMIT AUTHORIZATION NUMBER: 38785-384163.THIS PROJECT INCLUDES SAWCUTTING OR CONCRETE GRINDING SO PROTECTION OF STORM SEWERS AND DRAINAGE WAYS WILL NEED TO BE PROVIDEDFROM SLURRY FROM THE CONCRETE OPERATIONS. SEE SWPPP SHEET AND NARRATIVE FOR ADDITIONAL DETAILS.MONUMENT AND BUILDING SIGNAGE:1.ALL MONUMENT SIGNS ARE SUBJECT TO REVIEW BY THE CITY OF WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT.2.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL SIGN PERMITS PRIOR TO INSTALLATION OF ANY GROUNDOR BUILDING SIGNAGE AND SHALL ENSURE COMPLIANCE WITH ALL CITY REGULATIONS.SECURITY NOTES:1.CONTRACTOR RESPONSIBLE FOR SECURITY OF THE SITE.2.TEMPORARY FENCES OR ANY OTHER SECURITY MEASURES ARE THE RESPONSIBILITY OF THE CONTRACTOR.3.NO SECURITY MEASURES WILL BE ELIGIBLE FOR A CHANGE ORDER AND MUST BE INCLUDED IN THE BASE BID.SPECIFICATIONS NOTES:1.ALLWORK SHALL BE DONE IN ACCORDANCE WITH THE WAUKEE NATATORIUM PROJECT SPECIFICATIONS, THE CITY OF WAUKEE SPECIFICATIONS AND SUDAS SPECIFICATIONS.2.FOR ANY DISCROPANCIES BETWEEN THE WAUKEE NATATORIUM PROJECT SPECIFICATIONS AND THE CURRENT EDITION OF IOWA SUDAS, THE PROJECT SPECIFICATION SHALLGOVERN UNLESS DIRECTED OTHERWISE BY THE CITY OF WAUKEE OR THE PROJECT ENGINEER.3.FOR ALL SPECIFICATION DISCREPANCIES, PROJECT ENGINEER SHALL BE CONTACTED PRIOR TO PROCEEDING WITH CONSTRUCTION. IF ENGINEER IS NOT CONTACTED,CONTRACTOR SHALL BE RESPONSIBLE FOR ANY PROBLEMS THAT RESULT FROM SAID DISCREPANCIES.4.FOR ALL SPECIFICATION DISCREPANCIES, CONTRACTOR MUST OBTAIN WRITTEN APPROVAL FROM THE CITY OF WAUKEE ENGINEERING DEPARTMENT FOR ANY CHANGES TOPROPOSED SITE INFRASTRUCTURE OR GRADES PRIOR TO PROCEEDING WITH ANY CHANGES.5.PROJECT SPECIFICATIONS DO NO APPLY TO NW GEORGETOWN DRIVE PUBLIC IMPROVEMENT PLANS.FIRE DEPARTMENT ACCESS NOTES:1.AN APPROVED FIRE APPARATUS ACCESS ROAD SHALL BE PROVIDED FOR ALL BUILDINGS, OR PORTIONS OF A BUILDING AS SOON AS VERTICALCONSTRUCTION OF THE BUILDING COMMENCES.2.FIRE APPARATUS ACCESS ROAD SHALL COMPLY WITH THE REQUIREMENTS OF 2015 IFC 503.2 AND SHALL EXTEND TO WITHIN 150 FEET OF ALL EXTERIORPORTIONS OF THE BUILDING AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING.3.FIRE APPARATUS TRAIL (AS SHOWN ON PLANS) SHALL BE INSTALLED PRIOR TO BUILDING GOING VERTICAL. IF PAVEMENT IS NOT PLANNED TO BEINSTALLED PRIOR TO THE BUILDING GOING VERTICAL, THAN TEMPORARY ROCK ACCESS SHALL BE PROVIDED AROUND THE BUILDING AND CONNECTEDTO THE ROCK CONSTRUCTION ENTRANCE.4.ANY TEMPORARY ROCK USED FOR THE FIRE DEPARTMENT ACCESS ROUTE SHALL BE REMOVED FROM THE SITE PRIOR TO TOPSOIL SPREADING ANDSEEDING. SEE TOPSOIL NOTES ON COVER SHEET AND GRADING PLAN.5.ANY AND ALL FIRE APPARATUS ACCESS ROAD WORK NECESSARY TO COMPLY WITH WAUKEE FIRE DEPARTMENT REQUIREMENTS SHALL BE CONSIDEREDINCIDENTAL TO BID.TOPSOIL NOTES:1.CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING GEOTECHNICAL ENGINEER WHEN TOPSOIL HAS BEEN PLACED / RE-SPREAD ON SITE.GEOTECHNICAL ENGINEER WILL THEN INVESTIGATE AND PROVIDE WRITTEN VERIFICATION TO THE OWNER THAT AT LEAST 8" OF TOPSOIL HAS BEENPLACED IN ALL PERVIOUS AREAS OF THE SITE.2.CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF HAULING IN ADDITIONAL TOPSOIL IN AREAS THAT ARE DEFICIENT. CONTRACTOR SHALL ALSO BERESPONSIBLE FOR ADDITIONAL COSTS FOR SUBSEQUENT TOPSOIL DEPTH TESTING PERFORMED BY GEOTECHNICAL ENGINEER IF SITE IS FOUND TO BEDEFICIENT.PAVEMENT SAWCUT NOTES:1.CONTRACTOR TO PROVIDE SAWCUT JOINTING PLAN TO JOEL JACKSON, BISHOP ENGINEERING (515-276-0467 OR JJACKSON@BISHOPENGR.COM) PRIORTO ANY CONCRETE PAVEMENT INSTALLATION.2.PAVEMENT MAY BE REQUIRED TO BE REMOVED AND REPLACED IF PLACED WITHOUT AN APPROVED PLAN.3.LONGITUDINAL JOINTS IN DRIVE LANES & THE OUTER MOST JOINT OF ALL PARKING AREAS SHALL BE SUDAS TYPE 'L-1' OR 'L-2' JOINTS AND HAVE STEEL.INTERIOR PARKING LOT JOINTS, OTHER THAN THE OUTER MOST JOINT, DO NOT NEED STEEL AND SHALL BE SUDAS TYPE 'B' JOINTS.4.TYPICAL LONGITUDINAL JOINTS SHALL BE PLACED IN THE CENTER OF ALL DRIVE AISLES AND AT THE END OF ALL PARKING STALLS.5.ALL TRANSVERSE JOINTS SHALL BE SUDAS TYPE 'C' OR TYPE 'DW' JOINTS WITH STEEL IN THE CASE OF A DAY'S WORK JOINT.C0.1COVERSHEET TTTTIN INV-2 IN INV-1 PFPF W 8" W 8"W8"W 8" W 8" W 8" W 8" W 8" W 8" W 8"W8"W8"W 8"W 8" D D WV HYDHYDHYD WVWV HYDCOST 6"ST 6"ST 6"ST 6"COST 6" ST 6"ST 6"ST 6"DST 6" ST 6" ST 6" ST 6" ST 6"ST6"ST 6"ST 6"ST 6"SANSANSANSANSANDSW8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"15' PUE 15' PUE61426 SF1.41 ACLOT "B"COCOCOCOCOCOCOCOCOCOCONW GEORGETOWN DR WAUKEE NATATORIUMBUILDINGFF = 1026.50TRASHENCLOSUREGGGW6"W6"W6"GM SSAN SAN SAN SSANSANSAN SDWVCCCOCOCO26'17'26'5'5'8 '8'8'12'12'10'8'11'10'10'1'9.5'9.5'10'1'9'R2 0 'R20'R20'13'R50'R30'R40'R150'R160'R110'5'5'R20'R500'R526'HYDW 6"R5'R 5 'W6"W6"W6"HYD6'R100'WV25'11'18'20'TRANSFORMERENCLOSURE(REF ARCH)SANSSSAN 6" PCC WALK6" PCC WALKADA RAMP &LANDING6" PCC WALK6" PCC TURNED DOWN WALK(SEE DETAIL 3/C6.1)PAVEMENTTRANSITIONPAVEMENT TYPE 1 PAVEMENT TYPE 1PAVEMENT TYPE 2ADA RAMP &LANDING6" PCC WALK6" PCC WALK6" P C C W A L K 6" PCC TURNED DOWN WALK(SEE DETAIL 3/C6.1)6" PCC WALK 5" PCC WALK5" PCC WALK6" PCC WALK 6" PCC WALKSTRUCTURAL STOOP,TYP (SEE DETAIL 5/C6.1FOR TRANSITION)STRUCTURAL STOOP,TYP (SEE DETAIL 5/C6.1FOR TRANSITION)STRUCTURAL STOOP,TYP (SEE DETAIL 5/C6.1FOR TRANSITION)STRUCTURAL STOOP,TYP (SEE DETAIL 5/C6.1FOR TRANSITION)STRUCTURAL STOOP,TYP (SEE DETAIL 5/C6.1FOR TRANSITION)4" WIDE YELLOWPAINT STRIPES, TYPBIKE RACK BY OWNER5" PCC WALKSTRUCTURAL STOOP,TYP (SEE DETAIL 5/C6.1FOR TRANSITION)5" PCC WALKBEGIN FIRE LANE CURBSTRIPING (SEE NOTES)END FIRE LANE CURBSTRIPING (SEE NOTES)END FIRE LANE CURBSTRIPING (SEE NOTES)END FIRE LANE CURBSTRIPING (SEE NOTES)BEGIN FIRE LANE CURBSTRIPING (SEE NOTES)FIRE LANE SIGNFIRE LANE SIGNSTREET LIGHT, TYP(BY OTHERS)GREASE TRAP PAD(SEE DETAIL 15/C6.1)8'PLANNING DESIGN12346CAB5DEARCHITECTMECH/ ELEC/ PLUMB/ TECH KCL Engineering 300 4th Street West Des Moines, IA 50265 Phone: (515) 724-7938 STRUCTURAL KPFF Consulting Engineers 604 Locust Street, Suite 202 Des Moines, IA 50309 AQUATICS Aquatic Design Group 2226 Faraday Ave. Carlsebad, CA 92008 Phone: (800) 938-0542 PRELIMINARY - NOT FOR CONSTRUCTION KEY PLAN©PROJECT. THEY ARE NOT SUITABLE FOR USEON OTHER PROJECTS OR IN OTHERLOCATIONS WITHOUT THE EXPRESS WRITTENAPPROVAL AND PARTICIPATION OFRDGPlanning & Design. REPRODUCTION ISPROHIBITED.THESE DOCUMENTS HAVE BEEN PREPAREDBY RDG IA Inc. SPECIFICALLY FOR THERDG Planning & DesignPROJECT NO:DATEISSUANCECABDE123465THIS DRAWING MAY NOT REPRESENT ALLCHANGES THAT HAVE OCCURRED DURINGBID OR CONSTRUCTION PHASES.CONSTRUCTION DOCUMENTS, ADDENDA ANDCHANGE DOCUMENTS REMAIN THE OFFICIALCONSTRUCTION DOCUMENTS.RDG Planning & Design 301 Grand Avenue Des Moines, Iowa 50309 Phone: (515) 288-3141 PDFs MADE:SHEET SIZE: 30" X 42"BA8/31/2021 8:54:02 AM CIVIL Bishop Engineering 3501 104th Street Urbandale, Iowa 50322 Phone: (515) 276-04673004.244.00WAUKEE CSD AQUATICS TBD WAUKEE CSDWAUKEE CSD AQUATICS FACILITY2021DESIGN DEVELOPMENT 100% Design Development7.20.2021Phone: (515) 279-3900GRAPHIC SCALE0502550100C2.1LAYOUTPLANFIRE LANE SIGN NOTES:1.FIRE LANE SIGN SHALL BE 18" TALL X 12" WIDE WITH RED LETTERS ON A WHITE REFLECTIVEBACKGROUND TO READ "FIRE LANE - NO PARKING EXCEPT FOR EMERGENCY VEHICLES".2.ALL FIRE LANE SIGNS SHALL BE PROVIDED & INSTALLED BY THE CONTRACTOR.3.ALL FIRE LANE SIGNS SHALL BE MOUNTED ON A 2"x2" SQUARE BLACK POWDER COATEDMETAL POLE.4.FIRE LANE SIGNS SHALL BE PLACED BETWEEN 2-FEET AND 4-FEET FROM THE EDGE OF THEFIRE LANE.5.ALL SIGNS SHALL BE SET AT AN ANGLED OF NOT LESS THAN 30 DEGREES AND NOT MORETHAN 45 DEGREES WITH THE LINE OF TRAFFIC FLOW.6.SIGNS IN OPEN SPACE SHALL BE MOUNTED 5-FEET FROM THE FINISHED GROUND GRADE TOTHE BOTTOM OF THE SIGN.7.SIGNS IN SIDEWALK SHALL BE MOUNTED 6-FEET FROM THE FINISHED GROUND GRADE TOTHE BOTTOM OF THE SIGN.8.SIGNS POSTS IN OPEN SPACE SHALL BE DIRECT BURIED A MINIMUM OF 3-FEET.9.FOR SIGN POSTS IN SIDEWALK: 3 1/2" DIAMETER CORE DILL SIDEWALK TO FULL DEPTH,DIRECT BURY 2.25" SQUARE ANCHOR POST 3-FEET MINIMUM. BACKFILL VOID WITH SAND TOWITHIN 1" OF FINISHED SURFACE, FILL FINAL 1" WITH GROUT. BOLTED PLATE INSTALLATIONSARE NOT ALLOWED.FIRE LANE STRIPING NOTES:1.FIRE LANES SHALL BE STRIPED IN RED ALONG THE ENTIRE LENGTH OF THE FIRE LANE ASCALLED OUT ON PLANS.2.FIRE LANE STRIPING SHALL NOT BE STRIPED BETWEEN CROSSWALK STRIPES.3.VERTICAL CURBS SHALL BE PAINTED RED ON THE TOP AND SIDE.4.WHERE NO CURB EXISTS, A 6" WIDE STRIPE SHALL BE PAINTED.5.THE WORDS "NO PARKING - FIRE LANE" SHALL BE STENCILED WITH 3" TALL WHITE LETTERSAND A MINIMUM 3/4" STROKE ON THE VERTICAL FACE OF CURBING. IF NO CURB. THELETTERING SHALL BE PLACED ON THE RED STRIPE. STENCILING SHALL BE SPACED AT FIFTYFOOT INTERVALS ALONG THE ENTIRE FIRE LANE LENGTH. TTTTIN INV-2 IN INV-1 PFPF W 8" W 8"W8"W 8" W 8" W 8" W 8" W 8" W 8" W 8"W8"W8"W 8"W 8" D D WV HYDHYDHYD WVWV HYDCOST 6"ST 6"ST 6"ST 6"COST 6" ST 6"ST 6"ST 6"DST 6" ST 6" ST 6" ST 6" ST 6"ST6"ST 6"ST 6"ST 6"SANSANSANSANSANDSW8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"15' PUE 15' PUE61426 SF1.41 ACLOT "B"COCOCOCOCOCOCOCOCOCOCONW GEORGETOWN DR WAUKEE NATATORIUMBUILDINGFF = 1026.5010251026102710281 0 2 7 10271 0 2 8 10281 0 2 8 1 0 2 91025102610271 0 2 8 10 2 5 102410 2 4 10 2 6 1025102310241026102510211022102310241025102510211022102310231024102410211022102210231023 102 4 1025 1024 1026 1027TRASHENCLOSURE 102510261027102810251026102710251024102610251023 1024 102 3 1 0 2 4 1 0 2 4 10251 0 2 61025 1025102110221023102410251 0 2 1 1022102310242.2%2.0%3.0%3.4% 2.6%2.5%4.1% 2 . 3% 2 . 7%4.3%5.9%2.9%3.3%3.7%2. 4%6.0%GGGW6"W6"W6"1025102410261027102810251 0 2 6 1 0 2 7 102610251026 1025 1024 3.2%2. 0 %2.5%2.6 % 4.2 %4.5%GM SSAN SAN SAN SSANSANSAN SDWVCC2. 0 %100-YR ELEV=1020.64100-YRELEV=1020.26100-YRELEV=1023.62100-YRELEV=1023.65100-YRELEV=1023.09100-YR ELEV=1024.10100-YR ELEV=1024.11100-YRELEV=1024.82100-YR ELEV=1022.77100-YRELEV=1022.96100-YRELEV=1024.13100-YR ELEV=1024.44OVERTOPPING1021.05T/CHYDW 6"W6"W6"W6"HYD2.7%WVTRANSFORMERENCLOSURE(REF ARCH)SANSSSAN OVERTOPPING1024.04E/W1023.54G1024.75E/W1024.25G1024.92E/W1024.42G1024.80E/W1024.30G1024.62E/W1024.12G1024.24E/W1023.74G1025.27E/W1024.77GOVERTOPPING1024.42E/W1025.45E/W1025.33E/W1024.80E/W1025.24E/W1025.40E/W1026.43E/W1026.43E/W1025.51E/W1025.38E/W1025.23E/W1024.93E/W1024.22E/W1024.25E/W1024.40E/W1025.10E/W1025.25E/W1025.55E/W1025.47E/W1025.62E/W1025.70E/W1026.43E/W1026.43E/W1024.77E/W1024.88E/W1024.73E/W1024.62E/W1026.06E/W1026.17E/W1026.42E/W1026.42E/W1022.69E/W1022.84E/W1021.92 EX1022.99E/W1022.02E/W1022.84E/W1024.37G1024.49G1024.991025.091025.071024.951024.871024.971026.501026.501026.001026.001026.501026.001026.501026.50OVERTOPPING1023.901022.801023.001026.45E/W1026.33E/W1026.51E/W1026.39E/W1026.43E/W1026.43E/W1026.35E/W1026.27E/W1026.07E/WOVERTOPPING1026.15E/W1024.751026.001026.501028.13E/W1028.08E/W1028.01E/W1027.96E/W1026.501026.501026.501026.501026.43E/W1026.43E/W1026.43E/W1026.43E/W1026.33E/W1025.88E/WOVERTOPPING1025.96E/W1026.401026.001026.501026.501026.001026.501026.501026.501026.501026.501026.501026.501026.501026.001026.101028.26E/W1028.21E/W1028.38E/W1028.29E/W1027.71G EX1027.79G EX1025.101020.301020.001021.97 EX1021.82 EXOVERTOPPING1021.89E/W1021.74E/W1021.36T/C EX1021.51T/C EX1022.13T/C EX1022.80T/C EX1023.48T/C EX1024.15T/C EX1024.83T/C EX1025.51T/C EX1026.47T/C EX1026.93T/C EX1022.04E/W1021.89E/W1022.66E/W1022.51E/W1023.33E/W1023.18E/W1024.01E/W1023.86E/WOVERTOPPING1024.68E/W1024.53E/W1025.36E/W1025.21E/W1026.04E/W1025.89E/W1027.00E/W1026.85E/W1027.46E/W1027.31E/W1027.78 EX1027.63 EX1024.00OVERTOPPING1025.251024.00OVERTOPPING1024.75T/C1024.25G1025.25T/C1024.75G1025.52T/C1025.02G1025.02T/C1024.52G1025.30T/C1024.80G1025.80T/C1025.30G1027.89T/C1027.39G1027.47T/C1026.97G1027.63T/C1027.13G1028.21T/C1027.71G1025.42T/C1024.92G1025.12T/C1024.62G1025.62T/C1025.12G1026.38T/C1025.88GOVERTOPPING1024.50T/C1024.00G1025.34T/C1024.84G1026.501026.501025.721025.781025.421025.231026.501026.501026.501026.43E/W1026.43E/W1026.43E/W1023.50OVERTOPPING1024.751023.501024.801026.38E/W1026.381026.501026.481026.42E/W1026.27E/W1026.35E/W1022.30T/C1022.551026.12E/W1026.23E/W1026.501026.45E/W1026.45E/W1024.72T/C1024.22G1025.58T/C1025.08G1025.08T/C1024.58G1024.63T/C1024.13G1027.29T/C1026.79G1028.31T/C1027.81G1025.39T/C1024.89G1025.781025.501025.641025.361.5%1.5%1.5%1.5%1.5%1.5%1.5%1.5%1.5%1.5%1.5%1.5%1.5%1.5%0.9%1.5%1.0%1.5%1.5%1.5%1.5%1.4%0.6%1.4%1.5%0.4%1.5%0.4%1.1%1.5%1.5%1.5%1.5%1.0%1.5%1.5%1.0%1.0%1 . 5% 1 . 5%1.5%1.5%1.5%1.5%1.5%1.5%1.0%1.0%1 . 5%1.0%4.5%1.0%1.0%1.3%6.2%1.5%1.5%1.0%1.5%0.8%1.1%1.0%1.0%1.0%7.1%1.5%1.5%7.1%1.5%1.5%0.8%2.0%2.3%1.5%1.5%1.1%1.0%1.5%1.5%1.5%1.0%2.0%2.0%2.6%2.7%3. 4% 3.3 %2.1%2.0%1.0%1.5%1.0%0.5%1.0%4.0%2.5%2.5%2 . 9%3.0%3.0%2.1%2.4%1.0%1.0%1.0%3.0%3.9%1.5%1.5%1.5%1.5%3.3%3.0%3.6%3.3%1.0%1.6%4.0%3.2%3.2%4.4%4.0%4.0%4.0%4.0%4.0%4.0%4.0%4.0%4.0%4.0%1026.38E/W1026.501026.501026.501026.38E/W1026.38E/W1026.501026.501026.38E/W1026.38E/WTOPSOIL NOTES:1.STRIP AND STOCKPILE THE TOP 8" OF SOIL ON ALL DISTURBED AREAS.2.RESPREAD TOPSOIL TO A MINIMUM DEPTH OF 8" ON ALL GREEN (NON PAVED)AREAS. IMPORT TOPSOIL AS NECESSARY TO ACHIEVE A MINIMUM DEPTH OF 6".3.TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRIS LARGER THAN 3/4" IN SIZE.4.TOPSOIL IS DEFINED AS: FERTILE, FRIABLE LOAM, CAPABLE OF SUSTAININGVIGOROUS PLANT GROWTH, FROM WELL DRAINED SITE FREE FROM FLOODING, NOTIN FROZEN OR MUDDY CONDITIONS; REASONABLE FREE FROM SUBSOIL, CLAYLUMPS, ROOTS, GRASS, WEEDS, STONES LARGER THAN 3/4 INCH IN DIAMETER, ANDFOREIGN MATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5; CONTAINING MINIMUM 4PERCENT AND MAXIMUM 20 PERCENT ORGANIC MATTER.5.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.PLANNING DESIGN12346CAB5DEARCHITECTMECH/ ELEC/ PLUMB/ TECH KCL Engineering 300 4th Street West Des Moines, IA 50265 Phone: (515) 724-7938 STRUCTURAL KPFF Consulting Engineers 604 Locust Street, Suite 202 Des Moines, IA 50309 AQUATICS Aquatic Design Group 2226 Faraday Ave. Carlsebad, CA 92008 Phone: (800) 938-0542 PRELIMINARY - NOT FOR CONSTRUCTION KEY PLAN©PROJECT. THEY ARE NOT SUITABLE FOR USEON OTHER PROJECTS OR IN OTHERLOCATIONS WITHOUT THE EXPRESS WRITTENAPPROVAL AND PARTICIPATION OFRDGPlanning & Design. REPRODUCTION ISPROHIBITED.THESE DOCUMENTS HAVE BEEN PREPAREDBY RDG IA Inc. SPECIFICALLY FOR THERDG Planning & DesignPROJECT NO:DATEISSUANCECABDE123465THIS DRAWING MAY NOT REPRESENT ALLCHANGES THAT HAVE OCCURRED DURINGBID OR CONSTRUCTION PHASES.CONSTRUCTION DOCUMENTS, ADDENDA ANDCHANGE DOCUMENTS REMAIN THE OFFICIALCONSTRUCTION DOCUMENTS.RDG Planning & Design 301 Grand Avenue Des Moines, Iowa 50309 Phone: (515) 288-3141 PDFs MADE:SHEET SIZE: 30" X 42"BA8/31/2021 9:00:56 AM CIVIL Bishop Engineering 3501 104th Street Urbandale, Iowa 50322 Phone: (515) 276-04673004.244.00WAUKEE CSD AQUATICS TBD WAUKEE CSDWAUKEE CSD AQUATICS FACILITY2021DESIGN DEVELOPMENT 100% Design Development7.20.2021Phone: (515) 279-3900GRAPHIC SCALE030153060GRADING LEGEND:EXISTING CONTOURPROPOSED CONTOURFINISHED GROUND ELEVATIONTOP OF CURB ELEVATIONGUTTER ELEVATIONTOP OF WALL ELEVATIONBOTTOM OF WALL ELEVATIONEDGE OF WALK ELEVATIONTOP OF STAIR ELEVATIONBOTTOM OF STAIR ELEVATIONNOTE: WALL ELEVATIONS SHOWN ON PLAN ARE FINISHEDGROUND GRADES AT THE TOP AND BOTTOM OF THE WALL.150.50E/W150.50B/W150.50T/W150.50G150.50T/C150.50150150150.50T/S150.50B/SC3.1GRADINGPLAN TTTTIN INV-2 IN INV-1 PFPF W 8" W 8"W8"W 8" W 8" W 8" W 8" W 8" W 8" W 8"W8"W8"W 8"W 8" D D WV HYDHYDHYD WVWV HYDCOST 6"ST 6"ST 6"ST 6"COST 6" ST 6"ST 6"ST 6"DST 6" ST 6" ST 6" ST 6" ST 6"ST6"ST 6"ST 6"ST 6"SANSANSANSANSANDSFUTURE NATATORIUMW8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"15' PUE 15' PUE61426 SF1.41 ACLOT "B"COCOCOCOCOCOCOCOCOCOCONW GEORGETOWN DR WAUKEE NATATORIUMBUILDINGFF = 1026.508" WATER MAIN(BY OTHERS)LIGHT POLE, TYP(REF ELEC)TRASHENCLOSURETRANSFORMER PAD W/MOAT (SEE DETAIL 14/C6.1)GGGW6"W6"W6"8"x6" T.S.&V.8" WATER MAIN(BY OTHERS)GM GAS METERLOCATIONGAS SERVICE (BYUTILITY PROVIDER)SSTRUCTURE #1648" SW-301 MANHOLE W/SW-307 DROP CONNECTIONRIM=1025.19INV(E)=1013.61INV(W)=1013.71INV(N)=1020.15SAN SAN SAN186LF 8" SAN SWR @ S=0.40%SSTRUCTURE #1748" SW-301 MANHOLERIM=1025.09INV(N)=1014.68INV(E)=1014.43SANSAN144LF 8" SAN SWR @ S=0.50%SAN 73LF 8" SAN SWR @ S=0.78%17LF 6" SAN SWR @ S=8.00%SSTRUCTURE #206SW-401 MH (BY OTHERS)CORE DRILL CONNECTIONRIM=1024.38INV(SE)=1012.15INV(N)=1012.40INV=1015.25(REF PLUMB)8" SANITARY(BY OTHERS)15" STORM SEWER(BY OTHERS)15" STORM SEWER(BY OTHERS)15" STORM SEWER(BY OTHERS)15" STORM SEWER(BY OTHERS)24" STORM SEWER(BY OTHERS)24" STORM SEWER(BY OTHERS)24" STORM SEWER(BY OTHERS)STRUCTURE #9ASW-401 INTAKE (BY OTHERS)CORE DRILL CONNECTIONRIM=1024.00FL(SE)=1019.52FL(W)=1019.42STRUCTURE #1224" NYLOPLAST BASINRIM=1024.75FL(NW)=1019.8889LF 12" N-12 @ S=0.40%STRUCTURE #4SW-401 MH (BY OTHERS)CORE DRILL CONNECTIONRIM=1020.30FL(NE)=1016.52FL(SE)=1015.59FL(SW)=1015.84FL(NW)=1015.69DSTRUCTURE #4C24" NYLOPLAST BASINW/ SOLID LIDRIM=1023.82FL(N)=1018.80FL(SW)=1018.70109 L F 1 2 " N - 1 2 @ S = 2 . 0 0 %110LF 12" N-12 @ S=2.00%STRUCTURE #7A60" SW-401 MANHOLEW/ FLAT GRATERIM=1023.50FL(E)=1017.91FL(S)=1017.66FL(N)=1017.66STRUCTURE #8ASW-501 INTAKET/C=1024.50FL(NE)=1018.83FL(W)=1018.7332LF 15" RCP @ S=2.60%83LF 12 " N -12 @ S=2 .60%*CRITICAL CROSSING*BOTTOM STORM = 1020.50±TOP SANITARY = 1014.90±ROOF DRAIN CONNECTION(SEE DETAIL 9/C6.1)FL=1021.00ROOF DRAIN CONNECTION(SEE DETAIL 9/C6.1)FL=1021.00169LF 6" WATERWVINV=1021.50(REF PLUMB)CCTWO RUNS OF 116LF 4"CONDUIT FOR MIDAMERICANLIGHT POLE, TYP(REF ELEC)LIGHT POLE(BY OTHERS)15" STORM SEWER(BY OTHERS)FL(SUB)=1020.5015" STORM SEWER(BY OTHERS)INTAKE (BYOTHERS)INTAKE (BYOTHERS)INTAKE (BYOTHERS)15" STORM SEWER(BY OTHERS)18" STORM SEWER(BY OTHERS)24" STORM SEWER(BY OTHERS)INTAKE (BYOTHERS)STRUCTURE #9C48" SW-502 INTAKERIM=1024.75FL(NE)=1018.39FL(SW)=1018.39FL(SUB)=1021.00COCOCOCLEANOUTCLEANOUTCLEANOUT6"x4" TEE, 6" VALVE, 4"VALVE & 8LF 4" WATERR150' HYDRANT RADIUS, TYPHYDW 6"W6"W6"W6"HYD R150' HYDRANT RADIUS, TYPHYDRANT ASSEMBLYW/ 70LF 6" LEADHYDRANTASSEMBLY8"x6" T.S.&V.6" 22.5° &11.25° BENDS158LF 6" WATERFIRE DEPARTMENTCONNECTIONFIRE RISER ROOMWVTRANSFORMERENCLOSURE(REF ARCH)SANSSTRUCTURE #1548" SW-301 MANHOLERIM=1024.81INV(N)=1014.14INV(S)=1013.14INV(W)=1013.39SSTRUCTURE #1848" SW-301 MANHOLERIM=1024.57INV(W)=1018.97INV(S)=1018.22SAN 82LF 6" SAN SWR @ S=5.00%25LF 6" SAN SWR @ S=8.00%56LF 8" SAN SWR @ S=0.40%INV=1021.00(REF PLUMB)GREASE INTERCEPTOR &GREASE LINE (REF PLUMB)66LF 6" SUBDRAIN66LF 6" SUBDRAIN118LF 6" SUBDRAIN64LF 6" SUBDRAIN6"x6" TEEUTILITY NOTES:1.ALL PROPOSED UTILTIES SHALL BE PRIVATE, UNLESS NOTED OTHERWISE.2.ALL WATER LINES SHALL HAVE A MINIMUM OF 5.5' OF COVER UNLESS NOTED OTHERWISE.3.FIRE HYDRANT ASSEMBLY SHALL INCLUDE THE TEE, BRANCH, VALVE AND HYDRANT.4.PIPE LENGTHS CALLED OUT ON PLANS INCLUDE FLARED END SECTION, WHERE APPLICABLE.5.STORM SEWER CALLED OUT AS RCP MUST BE CLASS III RCP.6.STORM SEWER CALLED OUT AS N-12 MAY BE EITHER N-12 OR CLASS III RCP.7.FOR RCP PIPE, ASSOCIATED F.E.S. MUST BE RCP. FOR N-12 PIPE, ASSOCIATED F.E.S. SHALL BE CMP.8.TRANSFORMER PAD IS SHOWN FOR REFERENCE ONLY AND MAY NOT BE DRAWN TO ACTUAL SIZE.PAD SHALL CONFORM TO ALL UTILITY COMPANY DESIGN STANDARDS AND SPECIFICATIONS.PLANNING DESIGN12346CAB5DEARCHITECTMECH/ ELEC/ PLUMB/ TECH KCL Engineering 300 4th Street West Des Moines, IA 50265 Phone: (515) 724-7938 STRUCTURAL KPFF Consulting Engineers 604 Locust Street, Suite 202 Des Moines, IA 50309 AQUATICS Aquatic Design Group 2226 Faraday Ave. Carlsebad, CA 92008 Phone: (800) 938-0542 PRELIMINARY - NOT FOR CONSTRUCTION KEY PLAN©PROJECT. THEY ARE NOT SUITABLE FOR USEON OTHER PROJECTS OR IN OTHERLOCATIONS WITHOUT THE EXPRESS WRITTENAPPROVAL AND PARTICIPATION OFRDGPlanning & Design. REPRODUCTION ISPROHIBITED.THESE DOCUMENTS HAVE BEEN PREPAREDBY RDG IA Inc. SPECIFICALLY FOR THERDG Planning & DesignPROJECT NO:DATEISSUANCECABDE123465THIS DRAWING MAY NOT REPRESENT ALLCHANGES THAT HAVE OCCURRED DURINGBID OR CONSTRUCTION PHASES.CONSTRUCTION DOCUMENTS, ADDENDA ANDCHANGE DOCUMENTS REMAIN THE OFFICIALCONSTRUCTION DOCUMENTS.RDG Planning & Design 301 Grand Avenue Des Moines, Iowa 50309 Phone: (515) 288-3141 PDFs MADE:SHEET SIZE: 30" X 42"BA8/31/2021 9:07:26 AM CIVIL Bishop Engineering 3501 104th Street Urbandale, Iowa 50322 Phone: (515) 276-04673004.244.00WAUKEE CSD AQUATICS TBD WAUKEE CSDWAUKEE CSD AQUATICS FACILITY2021DESIGN DEVELOPMENT 100% Design Development7.20.2021Phone: (515) 279-3900GRAPHIC SCALE030153060C4.1UTILITYPLAN TTTTIN INV-2 IN INV-1 PFPF W 8" W 8"W8"W 8" W 8" W 8" W 8" W 8" W 8" W 8"W8"W8"W 8"W 8" 2+00 3+00 4+005+006+007+008+00 9+00PC=3+00.68PC=6+96.08PT=3+48.44PT=7+68.07STRUCTURE #15SW-505 INTAKESTA=3+59.00, 14.50' RTRIM=1021.36FL(W)=1016.83FL(E)=1016.74D 29LF 15" RCP @ S=0.52%34LF 24" RCP @ S=0.40%D STRUCTURE #17SW-503 INTAKESTA=6+68.48, 14.50' LTRIM=1025.13FL(S)=1020.22FL(E)=1020.32305LF 15" RCP @ S=1.03%WV HYDHYDHYD WVWV HYD10 2 5 1021 10 2 2 10 2 3 10 2 4 10 2 6 1027 10281029102210251 0 2 0 101810191 0 2 1 10201019 1021 STRUCTURE #18SW-501 INTAKESTA=6+67.53, 14.50' RTRIM=1025.12FL(W)=1020.9029LF 15" RCP @ S=2.00%COST 6"ST 6"ST 6"ST 6"COST 6" ST 6"ST 6"ST 6"DSTRUCTURE #20A60" SW-401 MANHOLESTA=3+34.39, 19.50' LTRIM=1021.63FL(NW)=1016.86FL(S)=1016.76266LF 24" RCP @ S=0.40%4 : 14:1-2.0%-1.7% -2.0% 100 YEAR ELEVATION = 1021.29OVERFLOW ELEVATION = 1021.37OVERFLOW ELEVATION = 1021.37ST 6" ST 6" ST 6" ST 6" ST 6"ST6"ST 6"ST 6"ST 6"-2.0%4004400540064007400840094010401140124013401440154016401740184019402040234024500550065007500850095010501150125013501450155016501750185019502050215022502350245025502650275028502950300.00cl water teeSANSANSANSANSANDSFUTURE NATATORIUMW8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"15' PUE 15' PUE61426 SF1.41 ACLOT "B"COCOCOCOCOCOCOCOCOCOCONW GEORGETOWN DR WAUKEE NATATORIUMBUILDINGFF = 1026.50TRASHENCLOSUREGGGW6"W6"W6"GM SSAN SAN SAN SSANSANSAN SDWVCCCOCOCOHYDW 6"W6"W6"W6"HYDWV TRANSFORMERENCLOSURE(REF ARCH)SANSSSANSG1AH5WO3TE3 RO4TE3MM3RO2MM3WP2NS5BH4NS3WP4RO1CO2BO1CO2BO1BO1WO3RO1SG2PLANNING DESIGN12346CAB5DEARCHITECTMECH/ ELEC/ PLUMB/ TECH KCL Engineering 300 4th Street West Des Moines, IA 50265 Phone: (515) 724-7938 STRUCTURAL KPFF Consulting Engineers 604 Locust Street, Suite 202 Des Moines, IA 50309 AQUATICS Aquatic Design Group 2226 Faraday Ave. Carlsebad, CA 92008 Phone: (800) 938-0542 PRELIMINARY - NOT FOR CONSTRUCTION KEY PLAN©PROJECT. THEY ARE NOT SUITABLE FOR USEON OTHER PROJECTS OR IN OTHERLOCATIONS WITHOUT THE EXPRESS WRITTENAPPROVAL AND PARTICIPATION OFRDGPlanning & Design. REPRODUCTION ISPROHIBITED.THESE DOCUMENTS HAVE BEEN PREPAREDBY RDG IA Inc. SPECIFICALLY FOR THERDG Planning & DesignPROJECT NO:DATEISSUANCECABDE123465THIS DRAWING MAY NOT REPRESENT ALLCHANGES THAT HAVE OCCURRED DURINGBID OR CONSTRUCTION PHASES.CONSTRUCTION DOCUMENTS, ADDENDA ANDCHANGE DOCUMENTS REMAIN THE OFFICIALCONSTRUCTION DOCUMENTS.RDG Planning & Design 301 Grand Avenue Des Moines, Iowa 50309 Phone: (515) 288-3141 PDFs MADE:SHEET SIZE: 30" X 42"BA8/31/2021 9:16:27 AM CIVIL Bishop Engineering 3501 104th Street Urbandale, Iowa 50322 Phone: (515) 276-04673004.244.00WAUKEE CSD AQUATICS TBD WAUKEE CSDWAUKEE CSD AQUATICS FACILITY2021DESIGN DEVELOPMENT 100% Design Development7.20.2021Phone: (515) 279-3900GRAPHIC SCALE030153060C5.1LANDSCAPEPLANGENERAL LANDSCAPE REQUIREMENTSSQUARE FOOTAGE FOR NATATORIUM SITE259,341 SFREQUIRED OPEN SPACE (20%)51,869 SFGENERAL OPEN SPACE REQUIREMENTTOTAL REQUIRED TREES (1 PER 1000 SF REQUIRED OPEN SPACE)(51.9) 52 - MINIMUM REQUIRED OVERSTORY SHADE TREES (50%)26 TOTAL OVERSTORY PROVIDED41 - MINIMUM REQUIRED EVERGREEN TREES (25%)13 TOTAL EVERGREEN PROVIDED18 TOTAL TREES PROVIDED FOR OPEN SPACE55TOTAL REQUIRED SHRUBS(1 PER 1000 SF REQUIRED OPEN SPACE)(51.9) 52 TOTAL SHRUBS/GRASSES PROVIDED77LANDSCAPE NOTES:1.ALL SODDING, SEEDING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THEPROJECT SPECIFICATIONS, UNLESS SPECIFIED OTHERWISE.2.SOD AND/OR SEED ALL DISTURBED AREAS WITHIN THE CONTRACT LIMITS, UNLESS NOTED OTHERWISE.SEED LIMITS SHOWN ON PLAN ARE FOR REFERENCE ONLY. FINAL LIMITS MAY CHANGE BASED ONCONSTRUCTION ACTIVITIES.3.STAKE SOD ON ALL SLOPES 4 : 1 OR GREATER.4.PLANT QUANTITIES ARE FOR CONTRACTORS CONVENIENCE, THE DRAWING SHALL PREVAIL IF A CONFLICTOCCURS.5.ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN STANDARD FORNURSERY STOCK (ANSI Z60.1).6.CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OFACCEPTANCE.7.IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE IDENTIFICATION TAGS AND CORDS ON ALL PLANTMATERIAL PRIOR TO THE COMPLETION OF THE CONTRACT. IDENTIFICATION TAGS MUST BE LEFT ON UNTILAFTER ACCEPTANCE BY OWNER OR OWNER'S REPRESENTATIVE.8.CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES, SHRUBS AND GROUNDCOVER BEDS TO A DEPTH OF 4 INCHES, UNLESS NOTED.9.STAKE AND WRAP ALL DECIDUOUS TREES IMMEDIATELY AFTER PLANTING. STAKE ALL TREES ACCORDING TOTHE STAKING DETAILS. CONTRACTOR SHALL ADJUST AND MAINTAIN GUYING TENSION THROUGHOUT THEPLANT ESTABLISHMENT PERIOD.10.THE LANDSCAPING CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BEFORE STARTING ANY SITE WORKOR PLANTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES.11.NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE LANDSCAPEARCHITECT. ANY SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY THE CITY OF WAUKEE COMMUNITYDEVELOPMENT DEPARTMENT.12.ALL GENERAL SITE EDGING SHALL BE NATURAL LIMESTONE EDGING - 6" WIDE X 4" THICK X 36" LENGTHS ASPROVIDED BY WEBER STONE COMPANY, OR APPROVED EQUAL. SAW CUT ALL ENDS FOR TIGHT FIT TOADJACENT EDGING STONE AND CONCRETE.13.EDGING AROUND MONUMENT SIGN SHALL INCORPORATE 6" WIDE, NATURAL LIMESTONE EDGING. LAYOUTDIMENSIONS AS SHOWN ON DETAIL (SHEET C-501). SAW CUT ENDS AND SET STONE FLUSH AND TIGHT TOADJACENT STONE.14.CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEWPLANTS UNTIL ACCEPTED BY OWNER.15.ALL SHRUB AND PERENNIAL PLANTING BEDS SHALL BE MULCHED WITH 4" THICK SHREDDED HARDWOODMULCH UNLESS NOTED.16.BED AROUND TRANSFORMER SHALL INCORPORATE TYPAR 3301 NONWOVEN LANDSCAPE FABRIC (ORSIMILAR) AND 4" THICK LAYER OF WASHED RIVER ROCK (1.5" NOMINAL SIZE).17.BED AROUND MONUMENT SIGN SHALL INCORPORATE TYPAR 3301 NONWOVEN LANDSCAPE FABRIC (ORSIMILAR) AND 4" THICK LAYER OF GREY DECORATIVE TRAP ROCK (1.5" NOMINAL SIZE).18.ALL BEDS TO RECEIVE GRANULAR PRE-EMERGENT WEED CONTROL BEFORE AND AFTER MULCH/ROCK ISINSTALLED.19.LANDSCAPING INCLUDING SOD AND SEED MUST BE WATERED UNTIL ACCEPTED BY OWNERPLANTING SCHEDULENOTE: MINIMUM PLANT SIZE PER CITY ORDINANCE: OVERSTORY TREES - 8', ORNAMENTAL TREES - 6', EVERGREEN TREES - 6'PLANTING DETAIL - SEE SHEET C5.2PLANTING DETAIL - SEE SHEET C5.2HYDRO MULCH: HYDRO MULCH ALL SEEDED AREAS: WOOD CELLULOSE HYDRAULIC MULCH WITH TACKIFIER SHALL BEAPPLIED AT A RATE OF 2,500 LBS PER ACRE.SEED TYPE 1: MIX TO BE "SUPER TURF II" BY UNITED SEEDS (OR APPROVED EQUAL). SEED AT A RATE OF 440 LBS PER ACRE.SEEDING DATES, SITE PREPARATION, SEEDING INSTALLATION, WATER REQUIREMENTS, FERTILIZING, AND MOWING PER UNITEDSEEDS TECH BULLETIN FOR SEED TYPE. OVERSEEDING (IF REQUIRED) TO BE INSTALLED AT 220 LBS PER ACRE.SOD: PROVIDE AND INSTALL SOD FROM LOCAL SUPPLIERS. AREAS TO BE SODDED MUST BE FREE OF ALL CONSTRUCTION DEBRISAND ANY DIRT CLUMPS OVER 1" IN DIAMETER. THOROUGHLY WATER SOD UPON INSTALLATION. CONTRACTOR TO MAINTAINWATERING UNTIL SOD IS ESTABLISHED (ROOTS KNITTED INTO SUBSURFACE) AND IS ACCEPTED BY OWNER. SAN SAN SAN SAN SANAW12KF29 JT3TTTIN INV-1 PFPF CCCAW4GL18ER1KF14PLANNING DESIGN12346CAB5DEARCHITECTMECH/ ELEC/ PLUMB/ TECH KCL Engineering 300 4th Street West Des Moines, IA 50265 Phone: (515) 724-7938 STRUCTURAL KPFF Consulting Engineers 604 Locust Street, Suite 202 Des Moines, IA 50309 AQUATICS Aquatic Design Group 2226 Faraday Ave. Carlsebad, CA 92008 Phone: (800) 938-0542 PRELIMINARY - NOT FOR CONSTRUCTION KEY PLAN©PROJECT. THEY ARE NOT SUITABLE FOR USEON OTHER PROJECTS OR IN OTHERLOCATIONS WITHOUT THE EXPRESS WRITTENAPPROVAL AND PARTICIPATION OFRDGPlanning & Design. REPRODUCTION ISPROHIBITED.THESE DOCUMENTS HAVE BEEN PREPAREDBY RDG IA Inc. SPECIFICALLY FOR THERDG Planning & DesignPROJECT NO:DATEISSUANCECABDE123465THIS DRAWING MAY NOT REPRESENT ALLCHANGES THAT HAVE OCCURRED DURINGBID OR CONSTRUCTION PHASES.CONSTRUCTION DOCUMENTS, ADDENDA ANDCHANGE DOCUMENTS REMAIN THE OFFICIALCONSTRUCTION DOCUMENTS.RDG Planning & Design 301 Grand Avenue Des Moines, Iowa 50309 Phone: (515) 288-3141 PDFs MADE:SHEET SIZE: 30" X 42"BA8/31/2021 9:17:31 AM CIVIL Bishop Engineering 3501 104th Street Urbandale, Iowa 50322 Phone: (515) 276-04673004.244.00WAUKEE CSD AQUATICS TBD WAUKEE CSDWAUKEE CSD AQUATICS FACILITY2021DESIGN DEVELOPMENT 100% Design Development7.20.2021Phone: (515) 279-3900 DO NOT CUT CENTRAL LEADERWRAP TRUNK WITH APPROVEDTREE WRAP TO FIRST BRANCH4" DEEP HARDWOOD MULCHCUT SYNTHETIC CORDS AROUNDROOTBALL AND TRUNK -ENTIRELYREMOVE WIRE BASKETS FROM BALLSET ROOTBALL ON UNDISTURBEDSUBGRADEDECIDUOUS TREE PLANTING (TYP.)NOT TO SCALESCALE:SCARIFY SIDES & BOTTOM OFPLANTING PITSTAKING ORIENTATIONNORTHNORTH2 STAKES - 3" CAL. & LESS3 STAKES - GREATER THAN 3" CAL.3'-0"SET ROOTBALL FLUSH WITHFINISHED GRADEDO NOT PLACE MULCH INCONTACT WITH BASE OF TREEPRUNE ANY DEAD/DAMAGEDBRANCHING FROM TREE.MAINTAIN OVERALL APPEARANCE.USE HOSE GUARDS AROUNDTRUNK ON STAKING WIRE. TIEWIRE TO STEEL POSTS PLACEDOUTSIDE PLANT PIT..LEAVE STAKES IN PLACE NO MORETHAN 1 YEAR FROM INSTALLATION.CONTRACTOR RESPONSIBLE FORREMOVAL.4" DEPTH SHREDDED HARDWOODMULCHSCARIFY SIDES & BOTTOM OFPLANTING PITEVERGREEN TREE PLANTING (B&B)NOT TO SCALESCALE:CUT SYNTHETIC CORDS AROUNDROOTBALL AND TRUNK -ENTIRELYREMOVE WIRE BASKETS FROM BALLSET ROOTBALL ON UNDISTURBEDSUBGRADE3'-0"DO NOT PLACE MULCH INCONTACT WITH BASE OF TREEDECIDUOUS SHRUB DETAILEVERGREEN SHRUB DETAILPLANTING ON SLOPESFIRMLY COMPACT SAUCER(USE TOPSOIL)ORIGINAL GROUND LINESUB-SOIL4" MULCHPLANTING PIT TWICETHE WIDTH OF ROOTBALL12SHRUB PLANTING (TYP)NOT TO SCALESCALE:L:\LAND PROJECTS 2020\200188-2 WAUKEE NATATORIUM\DWG\C5 LANDSCAPE.DWG8/31/2021 9:17:35 AM 6" WIDE X 4" DEEPLIMESTONE EDGEPREPARED SUBGRADEGEOTEXTILE WEED BARRIERWRAP UNDER STONE EDGING4" MULCH IN LANDSCAPEPLANTING BEDSET TOP OF STONE1/2" ABOVE GRADELIMESTONE EDGINGNOT TO SCALESCALE:PLANTING BED AT FRONT ENTRY1" = 5'-0"SCALE:PLANTING BED AT LOADING DOCK AREA1" = 5'-0"SCALE:LIMESTONE EDGINGLIMESTONE EDGINGTRASH ENCLOSURETRANSFORMERC5.2LANDSCAPEDETAILS PLANNING DESIGN12346CAB5DEARCHITECTMECH/ ELEC/ PLUMB/ TECH KCL Engineering 300 4th Street West Des Moines, IA 50265 Phone: (515) 724-7938 STRUCTURAL KPFF Consulting Engineers 604 Locust Street, Suite 202 Des Moines, IA 50309 AQUATICS Aquatic Design Group 2226 Faraday Ave. Carlsebad, CA 92008 Phone: (800) 938-0542 PRELIMINARY - NOT FOR CONSTRUCTION KEY PLAN©PROJECT. THEY ARE NOT SUITABLE FOR USEON OTHER PROJECTS OR IN OTHERLOCATIONS WITHOUT THE EXPRESS WRITTENAPPROVAL AND PARTICIPATION OFRDGPlanning & Design. REPRODUCTION ISPROHIBITED.THESE DOCUMENTS HAVE BEEN PREPAREDBY RDG IA Inc. SPECIFICALLY FOR THERDG Planning & DesignPROJECT NO:DATEISSUANCECABDE123465THIS DRAWING MAY NOT REPRESENT ALLCHANGES THAT HAVE OCCURRED DURINGBID OR CONSTRUCTION PHASES.CONSTRUCTION DOCUMENTS, ADDENDA ANDCHANGE DOCUMENTS REMAIN THE OFFICIALCONSTRUCTION DOCUMENTS.RDG Planning & Design 301 Grand Avenue Des Moines, Iowa 50309 Phone: (515) 288-3141 PDFs MADE:SHEET SIZE: 30" X 42"BA8/31/2021 9:18:07 AM CIVIL Bishop Engineering 3501 104th Street Urbandale, Iowa 50322 Phone: (515) 276-04673004.244.00WAUKEE CSD AQUATICS TBD WAUKEE CSDWAUKEE CSD AQUATICS FACILITY2021DESIGN DEVELOPMENT 100% Design Development7.20.2021Phone: (515) 279-3900JOINTING DETAILSSCALE NONE6C6.1BACK OF CURBFACE OF CURBEDGE OF TURNED DOWN WALKSIDEWALK PAVEMENTGRASS/LANDSCAPINGROADWAY PAVEMENTPLAN VIEWCURB & GUTTER / TURNED DOWN WALK TRANSITION DETAILSCALE NONE7C6.1XXX36"2"5'-0"12"12"STRUCTURAL STOOP / SIDEWALK TRANSITION DETAILSCALE NONE5C6.1TURNED DOWN WALK DETAILSCALE NONE3C6.15"SLOPE PER PLANS 1.5% MAX CROSS SLOPEROADWAY PAVEMENT6" MAX(DIRECTION SHOWN ON GRADING PLANS)VARIES5/8"RESILIENT JOINT FILLER1/2" GRAY MASTIC JOINTSEALANT MATERIALDETAIL A: NOT TO SCALEEDGE WITH 1/4 INCH TOOL FOR LENGTH OF JOINTINDICATED IF FORMED; EDGING NOT REQUIREDWHEN CUT WITH DIAMOND BLADE SAW1"NOTES:*IMPORTANT:* 1" EXPANSION JOINT BETWEENROADWAY PAVEMENT AND WALK MUST BEINSTALLED TO FULL DEPTH OF SLAB.FINISH W/ 3/4" RADIUS TOOLSEALED 'E' JOINTSEE DETAIL A & NOTES6"8' LONG #4 BARS 24" O/C BOTH WAYSALL REINFORCEMENT SHALL BEEPOXY COATED6"1" NOMINAL12"24" MINSEE PAVEMENT SECTIONFOR SUBGRADE INFO3"4.5"6"8"R 1"R 2"24"8" PCCC4 MIX12" SUBGRADEPREPARATIONIN TWO 6" LIFTSNOTES:1.SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN.2.INSTALL CURB & GUTTER INTERGRAL WITH PAVING.3.PCC PAVEMENT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI.4.ALL REINFORCEMENT SHALL BE EPOXY COATED.24"3"4.5"6"7"R 1"R 2"NOTES:1.SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN.2.INSTALL CURB & GUTTER INTERGRAL WITH PAVING.3.PCC PAVEMENT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI.7" PCCC4 MIX12" SUBGRADEPREPARATIONIN TWO 6" LIFTSCOMPACTEDBACKFILLCOMPACTEDBACKFILL#5 BARS 24" O/CBOTH WAYSTYPE 1 PAVEMENT SECTIONSCALE NONEC6.11TYPE 2 PAVEMENT SECTIONSCALE NONEC6.126" ROCK BASESEE SPECSECTION 32 11 236" ROCK BASESEE SPECSECTION 32 11 23123Locate 'DW' joint at a mid-panel location between future'C' or 'CD' joints. Place no closer than 5 feet to a 'C' or'CD' joint.Place bars within the limits shown under dowelassemblies.'RT' joint may be used in lieu of 'DW' joint at the end ofthe days work. Remove any pavement damaged due tothe drilling at no additional cost to the ContractingAuthority.4Saw 'C' joint to a depth of T/3.65Bar supports may be necessary for fixed form paving toensure the bar remains in a horizontal position in theplastic concrete.The following joints are interchangeable, subject to thepouring sequence: 'BT-1' and 'L-1'12" to 34''Top of PavementSealantSECTION A-A(Detail at Edge of Pavement)DETAIL CJoint Sealant Material14'' ± 116'' Saw Cut1 14'' ± 14'' Saw Cut14'' ± 18''Crack orJoint LineAAPavement EdgeSee Detail C THole Diameter 18''Larger than Dowel718'' Long 3/4" Dowelat 12'' Centers9'' min.9'' min.'RD'ABUTTING PAVEMENT JOINT7Edge with 1/4 inch tool for length of joint indicated ifformed; edging not required when cut with diamondblade saw. Remove header block and board whensecond slab is placed.T/2TSee Detail A or BT30'' Long Tie Barat 12'' Centers321'C'CONTRACTION JOINT'DW'DAY'S WORK JOINT(Non-working)See Detail D-1 or D-26'L-1'CONTRACTION JOINT14'' ± 116'' Saw CutJoint Sealant Material14'' ± 18''Saw Cut4AACrack orJoint Line18'' to 516'' Saw CutJoint Sealant Material14'' ± 18''1 14'' ± 14''Crack orJoint LineAADETAIL B(Saw cut formed by approved early concrete sawing equipment.)DETAIL A(Saw cut formed by conventional concrete sawing equipment.)36'' Long #4 Barsat 30'' CentersT/21'' + 14'' or - 18''1"2"DETAIL ECrack orJoint LineT/3 ± 14''Crack orJoint LineT/3 ± 14''Joint Sealant Material18'' ± 116'' Saw Cut14'' ± 116'' Saw CutDETAIL D-1DETAIL D-213(Required when the Department of Transportationis not the Contracting Authority, or whenspecified in the contract documents)(Required when the Department of Transportationis the Contracting Authority, or whenspecified in the contract documents.)SIDEWALK DETAILSCALE NONE4C6.1FINISHED GROUND GRADE(INCLUDING SOD) SHALL BE1/4" BELOW FINISHED PAVEMENTGRADE ON DOWNHILL SIDEWIDTH PER PLANNOTE: SLOPE SIDEWALK IN ACCORDANCEWITH GRADING PLAN, 1.5% CROSS SLOPE4" ROCK BASESEE SPECSECTION 32 11 235" MIN WALK THICKNESS - SEEPLANS FOR EXACT THICKNESS4" ROCK BASESEE SPEC SECTION 32 11 2312"12"6" PCC#4 @ 12" O.C.STRUCTURAL STOOPSEE STRUCTURAL1/4" EXPANSION JOINTFILLED W/ GRAY MASTICJOINT SEALANTKEYED JOINTSIDEWWALKSEE PLANS FORTHICKNESS4" VOID FORMS XWIDTH OF SIDEWALK#4 @ 12" O.C.THUS: 60"ROCK BASESEE OTHER DETAILSPOROUS BACKFILL(IOWA DOT SPEC 4131OR EQUAL)6" SUBDRAINNYLOPLAST COUPLING(ADS CODE 1579 AG) SCH. 40 PVC TO N-12(REDUCING COUPLING AS NECESSARY)SCH. 40 PVC ROOFDRAIN LINE (REF MECH)HDPE STORM SEWER(SEE SITE PLAN)ROOF DRAIN CONNECTION DETAILSCALE NONE9C6.118" MIN STORM OR SANITARY SEWERWATER MAINLOCATED ONE FULL LENGTH OF PIPESO BOTH JOINTS ARE AS FAR ASPOSSIBLE FROM THE WATER MAINWATER MAIN & STORM OR SANITARYSEWER CROSSING DETAILSCALE NONE10C6.1NOTES:1.THIS DETAIL SHALL APPLY ANY TIME A STORM SEWER OR SANITARY SEWER CROSSES OVER OR LESS THAN 18INCHES BELOW A WATER MAIN.2.WHEN WATER MAIN CROSSES UNDER STORM OR SANITARY SEWER THE CONTRACTOR SHALL MAINTAIN A MINIMUMOF 18" OF SEPARATION.3.STORM OR SANITARY SEWER MAY NOT BE PLACED CLOSER THAN 6" BELOW A WATER MAIN.4.MAINTAIN THE MAXIMUM FEASIBLE SEPARATION IN ALL CASES.5.SEWER AND WATER PIPES MUST BE ADEQUATELY SUPPORTED & HAVE WATERTIGHT JOINTS.6.CONTRACTOR SHALL INSTALL LOW PERMEABILITY SOIL FOR BACKFILL MATERIAL WITHIN 10 FEET OF THE CROSSING.7.IN SANITARY SEWER CROSSINGS, CONTRACTOR SHALL INSTALL ONE FULL LENGTH OF SANITARY SEWER OF WATERMAIN PIPE MATERIAL WITH WATERTIGHT JOINTS LOCATED AS FAR AS POSSIBLE FROM THE CROSSING.8.IN STORM SEWER CROSSINGS, THE CONTRACTOR SHALL INSTALL ON FULL LENGTH OF STORM SEWER PIPE OFWATER MAIN MATERIAL OR RCP WITH GASKETED JOINTS LOCATED AS FAR AS POSSIBLE FROM THE CROSSING.9.GASKETED JOINTS SHALL COMPLY WITH ASTM C443.6"-18"WATER MAIN6" PCC TRAILEXISTING CURB& GUTTER4% SLOPE1.5%RIGHT OF WAY & SIDEWALK GRADING DETAILSCALE NONE8C6.14% SLOPEVARIES10'1'PROPERTY LINETRANSFORMER PAD MOAT DETAILNOT TO SCALE14C6.1CONTRACTOR TO INSTALLREINFORCED CONCRETETRANSFORMER PAD (PERMID-AMERICANSTANDARDS) REFERENCEELECTRICAL PLANSTRANSFORMER3'3'3'3'SEE LANDSCAPE PLANFOR MATERIALEDGING WHERESHOWN ONLANDSCAPE PLANREINFORCED CONCRETETRANSFORMER PAD (PERMID-AMERICAN STANDARDS)3'2'2'3'LINE TRENCH WITH SILTFENCE FABRIC (OROTHER SOIL FABRICWITH EQUAL OR LOWERPOROSITY)EDGING WHERESHOWN ONLANDSCAPE PLANMATERIAL TO MATCHLANDSCAPE PLANMETAL STRUT FORMETER (SEE ELEC)SLOPECURB & GUTTERSEE OTHER DETAILS6" PERFORATED PIPE(PERFORATIONS DOWN)12" MIN2" MIN 12"2' MIN (UNLESS OTHERWISE NOTED)POROUS BACKFILL(IOWA DOT SPEC4131 OR EQUAL)SUBDRAIN DETAILSSCALE NONE11C6.1SUBDRAIN BEHIND CURBSUBDRAIN UNDER PAVEMENTPAVEMENTSEE OTHER DETAILSROCK BASESEE OTHER DETAILS12" MIN2" MIN 3' MIN (UNLESS OTHERWISE NOTED)POROUS BACKFILL(IOWA DOT SPEC 4131OR EQUAL)NOTE: CONTRACTOR SHALL INSTALL SUBDRAINSUCH THAT NO LOW SPOTS EXISTS. MINIMUMDEPTHS MAY BE ADJUSTED TO MAINTAIN SLOPE.SUBDRAIN OUTLET INTO CONCRETE STRUCTURES DETAILSCALE NONE12C6.1STORM CLEANOUT DETAILSCALE NONE13C6.1NOTE: FOR SUBDRAIN OUTLETS INTONYLOPLAST BASINS, STRUCTURE SHALL BEFABRICATED WITH HOLE FOR SUBDRAINROCK BASESEE OTHER DETAILSC6.1DETAILSSHEET1" EXPANSION JOINTGREASE INTERCEPTORACCESS LID, TYP1.5' MIN6" PCC W/ #4 BARS 12"O/C BOTH WAYSAPPROXIMATE LIMITS OFGREASE INTERCEPTOR(BELOW)1'1'1.5' MIN5' MIN 1.5' MINGREASE INTERCEPTOR PAD DETAILSCALE NONE15C6.1NOTES:1.INSTALL 12" SUBGRADE PREPARATION UNDER PAD.2.SLOPE PAD 1.5% AWAY FROM BUILDING, MATCH GREASE INTERCEPTOR ACCESS LID & CLEANOUTELEVATIONS.3.EDGE OF CONCRETE PAD SHALL BE FLUSH WITH PROPOSED GROUND.4.EDGE OF CONCRETE PAD SHALL BE 18" MINIMUM FROM THE EDGE OF ALL CLEANOUTS & ACCESS LIDS.5.ALL REINFORCEMENT SHALL BE EPOXY COATED.CLEANOUT LID, TYP TTTTIN INV-2 IN INV-1 PFPF W 8" W 8"W8"W 8" W 8" W 8" W 8" W 8" W 8" W 8"W8"W8"W 8"W 8" D D WV HYDHYDHYD WVWV HYDCOST 6"ST 6"ST 6"ST 6"COST 6" ST 6"ST 6"ST 6"DST 6" ST 6" ST 6" ST 6" ST 6"ST6"ST 6"ST 6"ST 6"SANSANSANSANSANDSFUTURE NATATORIUMW8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"15' PUE 15' PUE61426 SF1.41 ACLOT "B"WAUKEE NATATORIUMBUILDINGFF = 1026.5010251026102710281 0 2 7 10271 0 2 8 10281 0 2 8 1 0 2 91025102610271 0 2 8 10 2 5 102410 2 4 10 2 6 1025102310241026102510211022102310241025102510211022102310231024102410211022102210231023 102 4 1025 1024 1026 1027TRASHENCLOSURE 102510261027102810251026102710251024102610251023 1024 102 3 1 0 2 4 1 0 2 4 10251 0 2 61025 1025102110221023102410251 0 2 1 102210231024GGGW6"W6"W6"1025102410261027102810251 0 2 6 1 0 2 7 102610251026 1025 1024 GM SSAN SAN SAN SSANSANSAN SDWVCCCOCOCOHYDW 6"W6"W6"W6"HYDWV TRANSFORMERENCLOSURE(REF ARCH)SANSSSANROCK CONSTRUCTION ENTRANCEINLET PROTECTION, TYPINLET PROTECTION, TYPINLET PROTECTION, TYPINLET PROTECTION, TYPSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SILT FENCE, TYPSILT FENCE, TYPSFSFSFSFSFSFSFSFSFSFSFSFSFSFS F S F S F S F S F S F SF SF SF SF SF SFSFSFSFSFSFSFSFSFSILT FENCE, TYPPOSSIBLE ROCK STAGING & PARKINGAREA W/ TEMPORARY RESTROOMFACILITIES & DUMPSTERPOSSIBLE TOPSOILSTOCKPILE LOCATIONSFSFSFSFSFSFS F POSSIBLE CONCRETEWASHOUT LOCATIONSFSFSFSFSFSFSFSFSFSF APPROXIMATE LIMITS OFDISTURBANCEAPPROXIMATE LIMITS OFDISTURBANCEAPPROXIMATE LIMITS OFDISTURBANCESITE DISCHARGE LOCATIONTO AN UNNAMED TRIBUTARYOF LITTLE WALNUT CREEKPLANNING DESIGN12346CAB5DEARCHITECTMECH/ ELEC/ PLUMB/ TECH KCL Engineering 300 4th Street West Des Moines, IA 50265 Phone: (515) 724-7938 STRUCTURAL KPFF Consulting Engineers 604 Locust Street, Suite 202 Des Moines, IA 50309 AQUATICS Aquatic Design Group 2226 Faraday Ave. Carlsebad, CA 92008 Phone: (800) 938-0542 PRELIMINARY - NOT FOR CONSTRUCTION KEY PLAN©PROJECT. THEY ARE NOT SUITABLE FOR USEON OTHER PROJECTS OR IN OTHERLOCATIONS WITHOUT THE EXPRESS WRITTENAPPROVAL AND PARTICIPATION OFRDGPlanning & Design. REPRODUCTION ISPROHIBITED.THESE DOCUMENTS HAVE BEEN PREPAREDBY RDG IA Inc. SPECIFICALLY FOR THERDG Planning & DesignPROJECT NO:DATEISSUANCECABDE123465THIS DRAWING MAY NOT REPRESENT ALLCHANGES THAT HAVE OCCURRED DURINGBID OR CONSTRUCTION PHASES.CONSTRUCTION DOCUMENTS, ADDENDA ANDCHANGE DOCUMENTS REMAIN THE OFFICIALCONSTRUCTION DOCUMENTS.RDG Planning & Design 301 Grand Avenue Des Moines, Iowa 50309 Phone: (515) 288-3141 PDFs MADE:SHEET SIZE: 30" X 42"BA8/31/2021 9:24:43 AM CIVIL Bishop Engineering 3501 104th Street Urbandale, Iowa 50322 Phone: (515) 276-04673004.244.00WAUKEE CSD AQUATICS TBD WAUKEE CSDWAUKEE CSD AQUATICS FACILITY2021DESIGN DEVELOPMENT 100% Design Development7.20.2021Phone: (515) 279-3900GRAPHIC SCALE030153060IOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.UTILITY NOTE:THE LOCATION OF THE UTILITIES INDICATED ON THE PLANSARE TAKEN FROM EXISTING PUBLIC RECORDS AND AREAPPROXIMATE LOCATIONS. THE EXACT LOCATIONS OF ALLUTILITIES MUST BE ASCERTAINED IN THE FIELD. IT SHALL BETHE DUTY OF THE CONTRACTOR TO DETERMINE WHETHERANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ONTHE PLANS MAY BE PRESENT.NOT TO SCALESITE ENTRANCE DETAILTEMP. ROCK ENTRANCE(PLAN VIEW)(PROFILE VIEW)TEMP. ROCK ENTRANCE3" CLEANLIMESTONEPLACE ROCKON FABRICSTABILIZED ENTRANCE SHALL BE ATLEAST 50' LONG AND EXTEND TO THEPUBLIC ROADWAY.5'-0" MIN.GROUND LINEENGINEERING FABRICFLOW21' ABOVE GROUND LINEVARIABLE10' MAX.5' MAX.5' MAX.10' MAX.1' ABOVE GROUND LINESECURE TOP OF ENGINEERING FABRICENGINEERING FABRIC TO BE PLACEDTO BOTTOM OF TRENCH. 12ENGINEERINGFABRICGROUNDLINETRENCH BOTTOMTRENCH BOTTOM111LINEGROUND1MIN.4"EXCESS FABRICCOMPACTED BACKFILL12"MIN.DETAIL OF SILT FENCE AT DITCH OR SWALEDETAIL OF SILT FENCE8' SPACINGTO TOP OF STEEL POST.SEE DETAIL OF ATTACHMENT TO POST.VERTICAL CUTWIRECORDCORDCORDWIREPOSTFABRICFABRICBACK VIEW OF FABRICBACK VIEWATTACHMENT TO POST34NOTES :3MAKE VERTICAL CUT IN TOP OF FABRIC.PULL OUT AND TWIST CORD.4LOOP CORD AROUND POST FORMING ALOOP. PULL WIRE THROUGH FOLD AREAOF FABRIC AND SECURE AROUND POST.'T' STEELFENCE POSTNORMALFORESLOPE2" RISEIN FENCE31"MIN.NORMAL BACKSLOPE31" MIN.6" TRENCH DEPTH FORNORMAL INSTALLATION(MIN.) 12" TRENCHDEPTH FOR DITCHINSTALLATIONNOT TO SCALE(SECTION VIEW)(PROFILE VIEW)SILT FENCE DETAILSNOT TO SCALEINLET5'-0"5'-0"'T' FENCE POST, 5' MIN.NOTES:1. SECURE TOP OF FABRIC TOPOSTS, USING CABLE TIES ORWIRE.2. FABRIC TO BE BURIED 12", ANDFOLDED ALONG BOTTOM.3. STEEL POSTS TO BE EMBEDDED28".(PLAN VIEW)DROP INLET BASKETPROTECTIONSILT FENCE FABRICIF APPLICABLEINLET PROTECTION DETAILNOT TO SCALENOTES:1. 1 C.Y. CONCRETE BAG SHALL BE REQUIRED AT ANYLOCATION WHERE CONCRETE IS USED.2. CONCRETE WASHOUT DUMPSTER W/ HEAVY DUTYLINER IS AN ACCEPTIBLE ALTERNATIVE(PLAN VIEW)1 C.Y. CONCRETEWASH-OUT BAG'T' FENCE POST5' MINCONCRETE WASH-OUT BAG DETAIL(PROFILE VIEW)1 C.Y. CONCRETEWASH-OUT BAGC7.1SWPPPEROSION CONTROL NOTES:1.SEE SUPPLEMENTAL DETAIL STORM WATER POLLUTION PLAN NARRATIVE FOR ALL EROSION CONTROL MEASURES, ADDITIONAL DETAILS AND NOTE. ADDITIONALNOTES AND MEASURES IN NARRATIVE SHALL BE CONSIDERED INCIDENTAL AND SHALL BE INCLUDED IN THE ORIGINAL BID.2.SWPPP PLAN AND NARRATIVE ARE CONSIDERED A LIVING DOCUMENT AND WILL NEED PERIODIC UPDATES AND ADJUSTMENTS AS NECESSARY DEPENDING ON SITECONDITIONS TO ASSURE COMPLIANCE WITH NPDES GENERAL PERMIT NO. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO UPDATE THE SWPPP AND IMPLEMENT ANYAND ALL MEASURES NECESSARY TO COMPLY WITH SAID PERMIT NO. 2.3.INSTALL PERIMETER SILT FENCE AS SHOWN ON PLANS PRIOR TO CONSTRUCTION.4.INSTALL INTAKE PROTECTION WITH SILT FENCE IMMEDIATELY AFTER STORM SEWER CONSTRUCTION.5.INSTALL FINISHED PAVING INLET PROTECTION IMMEDIATELY AFTER PAVING IS COMPLETED AROUND INTAKE.6.OTHER EROSION CONTROL TYPES MAY NOT BE SUBSTITUTED FOR SILT FENCE.7.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING A CONCRETE WASHOUT IN ACCORDANCE WITH NPDES GENERAL PERMIT NO. 2 DURING ALL CONCRETEWORK. CONCRETE WASHOUT SHALL MEET SUDAS SPEC 11050.8.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING TEMPORARY RESTROOM FACILITIES. SANITARY WASTE SHALL BE DISPOSED OF PER ALL FEDERAL, STATEAND LOCAL REGULATIONS.9.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOIL REQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.10.THIS PROJECT INCLUDES SAWCUTTING OR CONCRETE GRINDING SO PROTECTION OF STORM SEWERS AND DRAINAGE WAYS WILL NEED TO BE PROVIDED FROMSLURRY FROM THE CONCRETE OPERATIONS TO DISCHARGE OFFSITE. SEE SWPPP SHEET AND NARRATIVE FOR ADDITIONAL DETAILS.11.CONTRACTOR SHALL PROVIDE APPROPRIATE CONTROLS TO PREVENT DISCHARGES FROM ANY AND ALL DEWATERING ACTIVITIES.12.SEE LANDSCAPE PLAN FOR FINAL STABILIZATION INCLUDING SEEDING AND SODDING AREAS.13.PER NPDES GENERAL PERMIT NO. 2, IF CONSTRUCTION ACTIVITY IS NOT PLANNED FOR AT LEAST 14 DAYS, ALL DISTURBED AREAS SHALL BE STABILIZEDIMMEDIATELY BY TEMPORARY EROSION CONTROL MEASURES.14.THE FOLLOWING DISCHARGES ARE PROHIBITED: WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OIL, CURING COMPOUNDS ANDOTHER CONSTRUCTION MATERIALS, FUEL, OILS OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE, AND SOAPS ORSOLVENTS USED IN VEHICLE AND EQUIPMENT WASHINGEROSION CONTROL REMOVAL NOTES:1.AFTER FINAL STABILIZATION HAS OCCURED, AS DEFINED IN NPDES GENERAL PERMIT NO. 2, CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALLTEMPORARY EROSION CONTROL DEVICES INCLUDING, BUT NOT LIMITED TO: SILT FENCE, INLET PROTECTION, AND TEMPORARY STANDPIPES.EROSION CONTROL QUANTITIES:DISTURBED AREA6.2 ACRES (NPDES PERMIT IS REQUIRED)SILT FENCE1,700 LFINLET PROTECTION12 EACONSTRUCTION ENTRANCE1 EACONCRETE WASHOUT1 EAPERMANENT SOD59,500 SFPERMANENT SEEDING3.10 ACRES**SEE LANDSCAPE PLAN FOR SEEDING/SOD TYPES & LOCATIONS**TEMPORARY SEEDING (SUDAS TYPE 4)AS NECESSARY*NOTE: EROSION CONTROL QUANTITIES ARE PROVIDED FOR CITY REQUIREMENT ONLY ANDARE A ROUGH ESTIMATE. CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES ASNECESSARY TO MEET SITE CONDITIONS. LEVEL 1 0" LEVEL 2 15' -0" LEVEL 3 29' -6" LOWER CONCOURSE 9' -4" TOP OF PARAPET 35' -0" TOP OF ROOF 47' -0" TOP OF ROOF SCREEN 43' -8" TOP OF ROOF MONITOR 58' -0" ALUM CURTAINWALL SPANDREL PANELS, TYP. MECHANICAL SCREEN WALL INSUL. PRECAST CONC. PANELS ALUM CURTAINWALL METAL PANEL ON INSUL. PRECAST CONC. PANELS ALUM CURTAINWALL INSUL. METAL WALL PANEL PHENOLIC PANEL SYSTEM ALUM CURTAINWALL BRICK VENEER MECHANICAL LOUVERED WALL INSUL. METAL WALL PANELS LEVEL 1 0" LEVEL 2 15' -0" LEVEL 3 29' -6" LOWER CONCOURSE 9' -4" TOP OF PARAPET 35' -0" TOP OF ROOF 47' -0" TOP OF ROOF SCREEN 43' -8" TOP OF ROOF MONITOR 58' -0"48'-0"30'-7 79/256"PHENOLIC PANEL SYSTEM ALUM CURTAINWALL METAL PANEL RAINSCREEN SYSTEM CURTAINWALL LOUVER SYSTEM INSUL METAL WALL PANELS PHENOLIC PANEL RAINSCREEN SYSTEM PERFORATED, BENT METAL SCREENS ON ALUM. FRAMED STOREFRONT PERFORATED, BENT METAL SCREENS ON ALUM. FRAMED STOREFRONT INSUL. METAL WALL PANELS INSUL. PRECAST CONC. PANELS BRICK VENEER ALUM. CURTAINWALL BRICK VENEER ROOFTOP MECH. EQUIP. PHENOLIC INFILL PANEL 0 ' 16'4'8' CONSTRUCTION DOCUMENTS WAUKEE CSD AQUATICS FACILITY EXTERIOR ELEVATIONS 8.3.2021 ELEVATION - NORTH ELEVATION - EAST 9,700 TOTAL SF INSULATED PRECAST CONCRETE PANELS = 1,273 SF (13%) METAL LOUVERED WALL SYSTEM = 1,900 SF (20%) GLASS = 3,145 SF (32%) INSULATED METAL WALL PANEL SYSTEM = 2,287 (24%) BRICK = 1,095 SF (11%) 14,000 TOTAL SF INSULATED PRECAST CONCRETE PANELS = 1,290 SF (9%) PHENOLIC PANEL SYSTEM = 1,022 SF (7%) GLASS = 2,231 SF (16%) INSULATED METAL WALL PANEL SYSTEM = 2,482 (18%) BRICK = 2,340 SF (17%) PERFORATED METAL PANEL RAINSCREEN SYSTEM = 2,320 SF (17%) PERFORATED BENT METAL SCREEN PANELS = 2,315 (16%) 46,225 TOTAL OVERALL EXTERIOR SQUARE FEET INSULATED PRECAST CONCRETE PANELS = 10,954 SF (24%) METAL LOUVERED WALL SYSTEM = 4,975 SF (11%) PHENOLIC PANEL SYSTEM = 2,632 SF (6%) GLASS = 10,063 SF (21%) INSULATED METAL WALL PANEL SYSTEM = 9,561SF (21%) PERFORATED METAL PANEL RAINSCREEN SYSTEM = 2,320 SF (5%) PERFORATED BENT METAL SCREEN PANELS = 2,315 (5%) BRICK = 3,435 SF (7%) DESIGN DEVELOPMENT LEVEL 1 0" LEVEL 2 15' -0" LEVEL 3 29' -6" LOWER CONCOURSE 9' -4" TOP OF PARAPET 35' -0" TOP OF ROOF 47' -0" TOP OF ROOF SCREEN 43' -8" TOP OF ROOF MONITOR 58' -0"42'-5 7/16"32'-0 111/256"INSUL. METAL PANEL ALUM CURTAINWALL METAL PANEL RAINSCREEN SYSTEM MECH. SCREEN WALL INSUL PRECAST CONC. PANEL PHENOLIC PANEL RAINSCREEN SYSTEM PHENOLIC PANEL RAINSCREEN SYSTEM CURTAINWALL LOUVER SYSTEM ALUM CURTAINWALL LEVEL 1 0" LEVEL 2 15' -0" LEVEL 3 29' -6" LOWER CONCOURSE 9' -4" TOP OF PARAPET 35' -0" TOP OF ROOF 47' -0" TOP OF ROOF SCREEN 43' -8" TOP OF ROOF MONITOR 58' -0"24'-7 79/256"16'-0"INSUL. PRECAST CONC. PANELS ROOFTOP MECH. EQUIP. MECH. SCREEN WALL ALUM. CURTAINWALL MECH. SCREEN WALL METAL WALL PANEL ON INSUL. PRECAST CONC. PANEL INSUL METAL WALL PANEL CURTAINWALL LOUVER SYSTEM INSUL METAL WALL PANEL INSUL. PRECAST CONC. PANEL 0 ' 16'4'8' CONSTRUCTION DOCUMENTS WAUKEE CSD AQUATICS FACILITY EXTERIOR ELEVATIONS 8.3.2021 ELEVATION - SOUTH ELEVATION - WEST 8,850 TOTAL SF INSULATED PRECAST CONCRETE PANELS = 798 SF (9%) METAL LOUVERED WALL SYSTEM = 375 SF (4%) PHENOLIC PANEL SYSTEM = 1,610 SF (18%) GLASS = 4,382 SF (49%) INSULATED METAL WALL PANEL SYSTEM = 1,685 (20%) 13,675 TOTAL SF INSULATED PRECAST CONCRETE PANELS = 7,593 SF (56%) METAL LOUVERED WALL SYSTEM = 2,700 SF (20%) GLASS = 275 SF (2%) INSULATED METAL WALL PANEL SYSTEM = 3,107 (22%) DESIGN DEVELOPMENT