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HomeMy WebLinkAbout2020-04-20-J08 Stone Prairie Plat 7 Phase 1_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: April 20, 2020 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Stone Prairie Plat 7 Phase 1 FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: Primus Companies, Inc., requests approval of a site plan to allow for the construction of a 6,320 square feet, single-story, medical office building that will include an orthodontist office. The site plan identifies the main entrance to be located on the west side of the building and a trash enclosure is proposed on the west side of the parking lot. 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 April 14, 2020 Commission Meeting and recommended approval subject to remaining staff comments: Approval of a Site Plan for Stone Prairie Plat 7 Phase 1 (2155 SE L.A. Grant Parkway) Senior Planner, Melissa DeBoer introduced the request for approval of a site plan, as submitted by the applicants, J4 North and Primus Companies. The subject property is identified as Lot 1 of the previously discussed Stone Prairie Plat 7. Mrs. DeBoer advised that the site plan identifies a single story orthodontist office approximately 6,320 square feet in area, with a west facing main entrance. The trash enclosure is identified on the west side of the lot within the parking lot. An access will be constructed during this site’s development off of SE LA Grant Parkway, anther access into the site off of SE Westown Parkway will be const ructed at a later date. No new public sidewalks or trails are proposed with the site plan, save for interior sidewalks for pedestrian access to the building. The site will be serviced with public utilities, and Stormwater management will be supplied by the two detention basins, which are to serve the entire plat. All parking, landscape, open space, and lighting ordinance requirements are satisfied at this time. Staff would recommend approval of the Site Plan for Stone Prairie Plat 7 Phase 1 (2155 SE L.A. Grant Parkway), subject to any remaining staff comments and review of the legal documents.  Commissioner Broderick questioned what would trigger development of a sidewalk through to SE Westown Parkway. Mrs. DeBoer advised that a trail already exists on the east side of the site to SE Westown parkway and beyond. J8 Commissioner Ward moved to approve the Site Plan for Stone Prairie Plat 7 Phase 1 (2155 SE L.A. Grant Parkway) subject to remaining staff comments and review of the legal documents. Commissioner Hoifeldt seconded the motion. Ayes: Broderick, Ward, Streit, Koshy, and Hoifeldt. Nays: None. Motion Carries. STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan. RECOMMENDATION: Approve the resolution. 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 2020- APPROVING THE SITE PLAN FOR STONE PRAIRIE PLAT 7 PHASE 1 (2155 SE L.A. GRANT 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 Stone Prairie Plat 7 Phase 1, subject to remaining staff comments on April 14, 2020; AND, WHEREAS, the Site Plan for Stone Prairie Plat 7 Phase 1 is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Stone Prairie Plat 7 Phase 1 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 April, 2020 that the Site Plan for Stone Prairie Plat 7 Phase 1 is approved. ____________________________ 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: Stone Prairie Plat 7 Phase 1 – Site Plan PREPARED BY: Melissa DeBoer, AICP – Senior Planner REPORT DATE: April 9, 2020 MEETING DATE: April 14, 2020 GENERAL INFORMATION Owner: J4 North LLC Owner: Primus Companies, Inc. Owner’s Representative: Jake Becker, P.E. – McClure Engineering Company Request: The applicant is requesting approval of a site plan for a medical office building. Location and Size: Property is generally located north of SE Westown Parkway and west of SE LA Grant Parkway, containing approximately 3.66 acres. Property Address: 2155 SE L.A. Grant Parkway AREA MAP ABOVE: Aerial of subject property (outlined in ORANGE) in relation to the surrounding area. April 9, 2020 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant – Undeveloped Neighborhood Commercial C-1A (Neighborhood Commercial District) North Vacant – Undeveloped Single Family Residential A-1 (Agricultural District) South Medical Office Buildings Neighborhood Commercial C-1A (Neighborhood Commercial District) East Single Family Residential Single Family Residential R-2 (One and Two Family Residential District) West Single Family Acreage Single Family Residential A-1 (Agricultural District) PROJECT DESCRIPTION The project includes the construction of a single-story medical office building for an orthodontist office on Lot 1 of Stone Prairie Plat 7. The building is proposed to be 6,320 square feet in area. The main entrance is located on the west side of the building. A trash enclosure is shown at the west side of the lot, within the parking lot. ACCESS AND PARKING There will eventually be two accesses into this site from the public streets, one off of SE LA Grant Parkway and one off of SE Westown Parkway, but this project will only include the one off of SE LA Grant Parkway. The other accesses will be constructed with future projects within Stone Prairie Plat 7. A total of 19 parking spaces are required for the proposed site plan on Lot 1 (3 spaces per 1,000 square feet). A total of 54 parking spaces are proposed. This development has a shared parking agreement and overage from this proposed site plan may apply to future site plans within Stone Prairie Plat 7 if necessary. The proposed site plan meets the parking requirements of the ordinance. SIDEWALKS/TRAILS No new public sidewalks or trails are proposed with this site plan. A ten-foot wide trail exists adjacent to the property, along the west side of SE LA Grant Parkway. Two private sidewalks are provided off of the public trail along the east side of the site in order to provide pedestrian access into the site. Several sidewalks are proposed interior to the site in order to provide pedestrian connections throughout the parking lot and to the buildings. UTILITIES This site will be serviced with all public utilities. Water will be brought in from the main along SE LA Grant Parkway. Sanitary sewer will be provided from the main located to the south at SE Westown Parkway. Storm water will be collected in the two detention basins provided within the overall plat. LANDSCAPING & OPEN SPACE A minimum of 20% of the project area is required to be open space. The total amount of open space proposed with Phase 1 is 24%. The applicant has provided the required amount of plantings per the landscaping ordinance. April 9, 2020 3 of 3 ELEVATIONS The elevations of the building are proposed to be constructed of masonry veneer, Nichiha panels, aluminum composite panels, EIFS and glass. The trash enclosure is proposed to be constructed of the Nichiha panels to match the building. MISCELLANEOUS: The applicant has submitted a photometric plan and associated light fixture cut sheets. The lighting plan meets the lighting requirements of the Site Plan Ordinance. COMPREHENSIVE PLAN The comprehensive plan classifies the subject property as Neighborhood Commercial. The Neighborhood Commercial classification provides a variety of uses that would serve the surrounding neighborhoods and provide day-to-day goods and services for residents. STAFF RECOMMENDATION The site plan is in general conformance with the Site Plan Ordinance and Comprehensive Plan. Staff recommends approval of the site plan subject to remaining staff comments. 101212128T33,843 SF0.78 ACLOT 236,690 SF0.84 ACLOT A40,866 SF0.94 ACLOT 447,530 SF1.09 ACLOT 337,019 SF0.85 ACLOT 1DETENTIONBASINDETENTIONBASIN1GN-01COVER SHEET30'60'0GRAPHIC SCALE120'NORTHY:\191082-000\06-Drawings\Civil\Plans\GNs.dwg 3/30/2020 11:37 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.STONE PRAIRIE PLAT 7PHASE 1 SITE PLANWAUKEE, IOWA191082JANUARY 21, 2020J. BECKERJ. BECKERC. SMITH-FEBRUARY 4, 2020FEBRUARY 18, 2020MARCH 5, 2020MARCH 30, 2020.8295 SE WESTOWN PARKWAYWAUKEE, IOWA 50263PRIMUS COMPANIES, INC401 8TH AVE SECEDAR RAPIDS, IOWA 52401KC DIETZ(319) 853-1243J4 NORTH LLC2080 SE OXFORD DRIVEWAUKEE, IOWA 50263(515) 210-4357McCLURE ENGINEERING COMPANY1360 NW 121ST STCLIVE, IOWA 50325JAKE BECKER(515) 964-1229FRONT SETBACK:30'REAR SETBACK:30'SIDE SETBACK:0' (EXCEPT ADJACENT TO RESIDENTIAL, THEN 15')MAX. BLDG. HEIGHT: 40'; 2 STORIESMIN. LOT AREA:NO MIN.PRINCIPAL USES ARE FOR ORTHODONTIC DENTALOFFICE AND FUTURE COMMERCIAL SPACEC-1A (NEIGHBORHOOD COMMERCIAL DISTRICT)BUILDING LAYOUT AS SHOWN IS CONCPETUAL IN NATURE.REFERENCE ARCHITECUTAL PLANS FOR FINAL INTERIOR LAYOUT.BUILDING FOOTPRINT DEPICTED BY THIS SITE PLAN IS ACCURATE.BUILDING AREA: 32,920 SFEXISTING:GROSS LAND AREA:= 159,258 SF (3.66 AC)*EXISTING LAND AREA LISTED ABOVE DOES NOT INCLUDE PORTION OF THE EXISTINGLOT THAT IS TO BE DEDICATED AS ROW AS PART OF SEPARATE, ONGOING PLATTINGPROCEDURES.PROPOSED:GROSS LAND AREA:= 159,258 SF (3.66 AC)GROSS IMPERVIOUS AREA*:BUILDING= 32,920 SF (20.7%)PAVED= 54,660 SF (34.3%)SIDEWALK= 8,072 SF (5.0%)TOTAL= 95,682 SF (60.0%)OPEN SPACE:REQUIRED: = 20% LOT AREA= 159,258 SF X 20% = 31,852 SFPROVIDED:= 63,778 SF (40.0%)PARKING:THE CALCULATIONS BELOW UTILIZE MEDICAL OFFICE, CLINIC, AND PROFESSIONAL/BUSINESS OFFICE USES.REQUIRED:= 3 SPACES PER 1,000 SF GROSS FLOOR AREA = 3 X (32,920/1,000)= 99 STALLS**PROVIDED:= 131 STALLS (4.0 PER 1,000 SF)*AREAS INSIDE LOT LINES ONLY (IE, ROW AND OFFSITE PAVEMENT NOT INCLUDED)**FUTURE SITE PLANS MAY ADJUST USE TYPE, BUILDING SIZE, OR OTHERSTATISTICS THAT MAY AFFECT THE TOTAL STALLS REQUIREDLANDSCAPING:SEE SHEET LA-01BUILDING LAYOUT AS SHOWN IS CONCPETUAL IN NATURE.REFERENCE ARCHITECUTAL PLANS FOR FINAL INTERIOR LAYOUT.BUILDING FOOTPRINT DEPICTED BY THIS SITE PLAN IS ACCURATE.BUILDING AREA: 6,320 SFPROPOSED:GROSS LAND AREA (LOT 1):= 37,019 SF (0.85 AC)GROSS IMPERVIOUS AREA*:BUILDING= 6,320 SF (17.1%)PAVED= 19,130 SF (51.7%)(25,858 SF PROPOSED)SIDEWALK= 2,543 SF (6.9%)(3,169 SF PROPOSED)TOTAL= 27,993 SF (75.6%)OPEN SPACE:REQUIRED: = 20% LOT AREA= 37,019 SF X 20% =7,404 SFPROVIDED:= 9,026 SF (24.4%)PARKING:THE CALCULATIONS BELOW UTILIZE MEDICAL OFFICE, CLINIC, AND PROFESSIONAL/BUSINESS OFFICE USES.REQUIRED:= 3 SPACES PER 1,000 SF GROSS FLOOR AREA = 3 X (6,320/1,000)= 19 STALLSPROVIDED:= 54 STALLS***AREAS INSIDE LOT LINES ONLY (IE, ROW AND OFFSITE PAVEMENT NOT INCLUDED)**OVERAGE SHALL APPLY TO FUTURE DEVELOPMENT(S) DEPICTED IN THISSITE PLAN IF NECESSARYLANDSCAPING:SEE SHEET LA-01NORTHPROJECTLOCATIONSTONE PRAIRIE PLAT 7PHASE 1 SITE PLANWAUKEE, IOWASE LA GRANT PKWY Sheet List TableSheet No.Sheet TitleSheet Description1GN-01COVER SHEET2GN-02GENERAL NOTES AND LEGEND3SP-01SITE LAYOUT AND DIMENSION PLAN4GR-01GRADING PLAN5GR-02PHASE 1 SWPPP SHEET6UT-01UTILITY PLANS7LA-01LANDSCAPE PLAN8DT-01DETAILSSE WESTOWN PKWYWARRANTY DEED RECORDED IN BOOK 2018 PAGE 12092A TRACT OF LAND IN GOVERNMENT LOT 9, IN THE NORTHEAST FRACTIONAL QUARTER(NE FRL 1/4) OF SECTION 5, TOWNSHIP 78 NORTH, RANGE 26 WEST OF THE 5TH P.M.,DALLAS COUNTY, IOWA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:BEGINNING AT THE SOUTHEAST CORNER OF GOV'T LOT 9 IN THE NE FRACTIONALQUARTER (NE FRI 1/4) OF SECTION 5, TOWNSHIP 78 NORTH, RANGE 26 WEST OFTHE 5TH P.M., WAUKEE, DALLAS COUNTY, IOWA; THENCE ALONG THE SOUTH LINE OFSAID GOV'T LOT 9, THENCE SOUTH 83°01'22” WEST, 438.28 FEET; THENCENORTH 03°58'45" WEST 453.20 FEET; THENCE NORTH 85°00'47" EAST, 468.25 FEET TOTHE EAST LINE OF SAID GOV'T LOT 9; THENCE SOUTH 00°00'00", 439.57 FEET TO THEPOINT OF BEGINNING. SAID TRACT OF LAND CONTAINS 4.630 ACRES INCLUDING0.640 ACRES OF COUNTY ROAD RIGHT OF WAY, EXCEPT LAND DEEDED TO THE CITYOF WAUKEE, IOWA AS SHOWN ON WARRANTY DEED RECORDED IN BOOK 2015 PAGE7025. SUBJECT TO ALL EASEMENTS, COVENANTS, AND RESTRICTIONS OF RECORD.1) THE TWO PRIMARY INTENTS OF THIS SITE PLAN ARE: A) TO PROVIDE CONSTRUCTION-LEVEL DETAIL FOR PHASE 1 (LOT 1) IMPROVEMENTS AND B) TO PROVIDE FUTURELAYOUTS AND INTENTIONS FOR THE REMAINDER OF THE SITE FOR A MORE HOLISTIC REVIEW AND TO PROVIDE GUIDEANCE FOR FUTURE SITE PLANS. IN GENERAL, BOLD ANDCOLORED LINEWORK IS PHASE 1 AND GREY LINEWORK IS DESIGNATED AS FUTURE. FUTURE SITE PLANS WILL BE REQUIRED FOR DEVELOPMENT OUTSIDE OF PHASE 1.2) SANITARY SEWER AND RESPECTIVE EASEMENTS ARE PROPOSED AS PUBLIC.3) ALL STORM SEWER AND DETENTION BASINS ARE PROPOSED AS PRIVATE.4) STORM SEWER, DETENTION, AND ACCESS EASEMENTS WILL BE PROVIDED VIA LANGUAGE IN EASEMENT DOCUMENTS THAT NEGATE THE NECESSITY FOR EASEMENTDESCRIPTIONS (IE, ACCESS BETWEEN LOTS WRITTEN AS ALLOWED ON ALL PAVEMENT OR SIMILAR LANGUAGE).5) MONUMENT SIGNAGE REQUIRES A SEPARATE APPROVAL AND PERMIT FROM THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT.ASHWORTH ROADSE LA GRANT PKWY SE WESTOWN PKWYGRAND PRAIRIE PKWYSE WADDLE WAYGREENTREE DRIVE SE UNIVERSITY AVE.SEE STONE PRAIRIE PLAT 7 FINAL PLAT FOROFFICIAL ADDRESS DESIGNATIONS.LOT 1: 2155 SE LA GRANT PARKWAYLOT 2: 2275 SE LA GRANT PARKWAYLOT 3: 295 SE WESTOWN PARKWAYLOT 4: 2205 SE LA GRANT PARKWAY 2GN-02AND LEGENDGENERAL NOTESY:\191082-000\06-Drawings\Civil\Plans\GNs.dwg 3/30/2020 11:37 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.STONE PRAIRIE PLAT 7PHASE 1 SITE PLANWAUKEE, IOWA191082JANUARY 21, 2020J. BECKERJ. BECKERC. SMITH-FEBRUARY 4, 2020FEBRUARY 18, 2020MARCH 5, 2020MARCH 30, 2020.8GENERAL LEGENDEXISTINGPROPOSEDSANITARY SEWER MAINSANITARY SEWER SERVICESANITARY SEWER FORCE MAINBOTTOM OF SLOPETOP OF SLOPEWATERWAY FLOWLINECONSTRUCTION LIMITSGRADING LIMITSROAD CENTERLINEWOODEN FENCECHAIN LINK FENCEPROPERTY LINE / LOT LINECONTOUR LINES INDEXCONTOUR LINES INTERMEDIATEGAS MAIN OR SERVICEUNDERGROUND CABLE TVUNDERGROUND FIBER OPTICUNDERGROUND TELEPHONEOVERHEAD ELECTRICUNDERGROUND ELECTRICWATER SERVICEGUARD RAILSILT FENCEAG LINEFIELD FENCEEASEMENTSECTION LINESECONDARY STORM SEWER SERVICESECONDARY STORM SEWER MAINSTORM SEWER MAIN OR CULVERTSUBDRAIN/TILE949950RIGHT OF WAY LINEWATER MAINAIR RELEASE MANHOLE/DRAIN MANHOLECABLE TV PEDESTALCABLE TV MANHOLE / VAULTSTORM SEWER BEEHIVE INTAKESTORM SEWER INTAKESTORM SEWER CLEANOUTSTORM SEWER MANHOLESANITARY SEWER CLEANOUTSANITARY SEWER MANHOLESTREET LIGHT POLEPOWER POLE w/ STREET LIGHTTELEPHONE PEDESTALTELEPHONE MANHOLE / VAULTRAILROAD CROSSING SIGNALTRAFFIC SIGNAL MANHOLE / VAULTTRAFFIC SIGNAL BOXELECTRIC MANHOLE / VAULTWATER METER MANHOLEWATER VALVE MANHOLEELECTRIC PEDESTAL / TRANSFORMERFLARED END SECTIONGAS VALVETRAFFIC SIGNALGUY WIREPOWER POLEYARD HYDRANTWATER VALVEFIRE HYDRANTOUTDOOR ELECTRIC POWER OUTLETCURB STOPSECTION CORNERCONTROL POINTSLOPE INDICATORSMONITORING WELLTREE OR SHRUB LINEIRON PIN FOUNDIRON PIN SETBENCH MARKSATELLITE DISHFLAG POLESOIL BORINGSSHRUB OR BUSHEVERGREEN TREEDECIDUOUS TREEBOLLARD (BUMPER POST)MAILBOXROADWAY SIGNEXISTINGPROPOSEDWELLSTUMPABBREVIATIONSUTILITY QUALITY SERVICE LEVELS:UTILITY QUALITY LEVELS ARE BASED ON THE CI/ASCE 38-02 STANDARD.PRECISE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES OBTAINED BY THE ACTUAL EXPOSURE (OR VERIFICATIONOF PREVIOUSLY EXPOSED AND SURVEYED UTILITIES) AND SUBSEQUENT MEASUREMENT OF SUBSURFACE UTILITIES.UTILITY QUALITY LEVEL A:INFORMATION OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINEUTILITY QUALITY LEVEL B:THE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES.INFORMATION OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE-GROUND UTILITY FEATURES AND BY USING UTILITY QUALITY LEVEL C:PROFESSIONAL JUDGMENT IN CORRELATING THIS INFORMATION TO QUALITY LEVEL D INFORMATION.INFORMATION DERIVED FROM EXISTING RECORDS OR ORAL RECOLLECTIONS.UTILITY QUALITY LEVEL D:EXAMPLES:SANITARY SEWER MAIN - QUALITY SERVICE LEVEL ASANITARY SEWER MAIN - QUALITY SERVICE LEVEL BSANITARY SEWER MAIN - QUALITY SERVICE LEVEL CTOP OF SLABT/SBACK OF CURBBCTOP OF CURBTCFORM GRADEFGFLOWLINEFLCENTERLINECLCUTCFILLFFLOODLIGHTFIBER OPTIC MARKERIRRIGATION HANDHOLETOP OF SLOPETOPBOTTOM OF SLOPEBOTBEGINNING OF PROJECTBOPEND OF PROJECTEOPEDGE OF PAVINGEPUSE AS CONSTRUCTEDUACNOTE: PROPOSED UTILITIES ARE OFTEN (BUT NOT ALWAYS)PROVIDED IN COLOR ON THE SITE LAYOUT AND/OR UTILITY SHEETS. 33,843 SF0.78 ACLOT 236,690 SF0.84 ACLOT A40,866 SF0.94 ACLOT 447,530 SF1.09 ACLOT 337,019 SF0.85 ACLOT 1101212128TFUTURE BUILDING B8,000 SFFUTURE BUILDING C 12,000 SFPROPOSEDBUILDING A6,320 SF(66' x 98')FUTURE BUILDING D6,600 SF15' PROPOSEDINGRESS/EGRESSEASEMENTDETENTIONBASINDETENTIONBASIN24.0' B-BR5.0'105.8'6.0' WALK108.0'9.0' (TYP.)18.0'(TYP.)24.0'DRIVEAISLE19.0'(TYP.)19.0'(TYP.)24.0'DRIVEAISLE18.0'(TYP.)7.0' WALK7.0'SIDEWALK122.0'24.0' B-BR5.0'9.0' (TYP.)33.0' EXISTINGROW50.0' PROPOSEDROW5.0'R5.0'R5.0'R5.0'R5.0'R5.0'R5.0'R5.0'REXISTING10.0' TRAIL30' LANDSCAPEBUFFER EASEMENT30' FRONTSETBACK30' FRONTSETBACK20.0' SANITARYSEWER EASEMENT30' SIDE/REARSETBACKDUMPSTERENCLOSURE15.0' PROPOSEDINGRESS/EGRESSEASEMENT9.0' (TYP)18.0'(TYP)22.0' BETWEEN UNITS62.0' B-B31.0' B-B100.0' ROW24.0' B-B48.0' B-B15.0' WATERMAIN EASEMENT24.0' DRIVEAISLE20.0'20.0'20.0'DRIVE AISLE PAVING: 7" PCCPARKING LOT PAVING: 6" PCCPARKING LOT PAVING: 6" PCCTYPE A SUDASDRIVEWAYR25.0'R25.0'STORM WATERDETENTIONEASEMENTSTORM WATERDETENTION EASEMENTDRIVEWAY PAVEMENT WITHIN ROW: 8" PCCPEDESTRIAN RAMP THICKNESS: 6" PCC10' PROPOSED P.U.E.10' PROPOSED P.U.E.10' PROPOSED P.U.E.10' PROPOSED PUEAND GAS EASEMENTSTORM WATERDETENTIONEASEMENTDASHED LINE DENOTES 'TOP OF BERM'SEE SHEET GR-01 FOR 100-YRELEVATIOS AND EXTENTS AND FOROVERFLOW ELEVATION AND LOCATIONDASHED LINE DENOTES 'TOP OF BERM'SEE SHEET GR-01 FOR 100-YRELEVATIOS AND EXTENTS AND FOROVERFLOW ELEVATION AND LOCATIONEXISTING DRIVEWAY TO BEREMOVED. REPLACE 2'EXISTING PAVEMENT WITHCURB/GUTTER.EXISTING SANITARYSEWER EASEMENTBK 2019 PG 24279TRANSFORMER LOCATION(COORDINATE WITH MIDAM)5.0' PROPOSEDGAS EASEMENT5.0' PROPOSEDGAS EASEMENT5.0' PROPOSEDGAS EASEMENTCONCRETE FLUMEDETAIL ON DT-0130.0' TEMPORARYCONSTRUCTION EASEMENTSEE WEIR DETAILON SHEET DT-0120.0'3SP-01SITE LAYOUT15'30'0GRAPHIC SCALE60'NORTHY:\191082-000\06-Drawings\Civil\Plans\SP-01.dwg 3/30/2020 11:38 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.STONE PRAIRIE PLAT 7PHASE 1 SITE PLANWAUKEE, IOWA191082JANUARY 21, 2020J. BECKERJ. BECKERC. SMITH-FEBRUARY 4, 2020FEBRUARY 18, 2020MARCH 5, 2020MARCH 30, 2020.8 T33,843 SF0.78 ACLOT 236,690 SF0.84 ACLOT A40,866 SF0.94 ACLOT 447,530 SF1.09 ACLOT 337,019 SF0.85 ACLOT 133.0' EXISTINGROW50.0' PROPOSEDROW100YR ELEV: 1037.99 (HGL)100YR ELEV: 1036.43 (HGL)100YR ELEV: 1036.74 (HGL)100YR ELEV: 1035.94100YR ELEV: 1035.83100YR ELEV: 1036.59100YR ELEV: 1035.66100YR ELEV: 1036.24100YR ELEV: 1036.50FUTUREBUILDING CFFE: 1038.0DETENTION BASINTOP OF BERM ELEV: 1037.00OVERFLOW ELEV: 1036.00100 YR ELEV: 1035.87DETENTION BASINTOP OF BERM ELEV: 1036.60OVERFLOW ELEV: 1035.70100 YR ELEV: 1035.60FUTUREBUILDING BFFE: 1038.0BUILDING AFFE: 1038.0FUTUREBUILDING DFFE: 1037.5SEE SHEET DT-01, DETAIL 5FOR SPECIAL GRADING DETAILSEE SHEET DT-01, DETAIL 5FOR SPECIAL GRADING DETAILOVERFLOW ELEV:1037.03OVERFLOW ELEV:1036.36OVERFLOW ELEV:1036.53OVERFLOW ELEV:1037.59OVERFLOW ELEV:1036.19OVERFLOW ELEV:1036.57OVERFLOW ELEV:1036.00OVERFLOW ELEV:1035.70OVERFLOW ELEV:1036.52OVERFLOW ELEV:1036.52OVERFLOW ELEV:1036.34OVERFLOW ELEV:1036.93CURB FLUME8.54%1.50%1.87%3.2 4 % 6.30%8.66%2.88%3.54% 2.79% 4.39% 6.74%13.94%19.31%14.03%9.29% 7.34%4.16%4.12%4.11%2.00%2.03%2.15%2.89%2.00%2.11%9.30%9.13%7.84% 4.52%4.63%1038.00 TS1038.00 TS1038.00 TS1038.00 TS1036.24 FG1037.81 FG1035.93 FG1036.76 FG1037.51 TS1 0 3 6 . 6 8 F G 1036.69 FG1036.52 FG2.00%2.00%2.00%2.00%2.00%1035 1035 103310341034103610361036 10351034103610361037103710371037103710371037103710371037 10351035 1033 103310341034 10361036103710361037103710371038 10361036 1036 1036 1037 1037 1037 1037 10381038 1037 1037 1037 1035 1033103410361036 10371037103710381037103710371037 1 0 3 8 . 0 0 T S1038.00 TS1037.50 TS1037.50 TS1038.00 TS1038.00 TS1038.00 TS1038.00 TS1037.50 TS1037.50 TS1038.00 TS1038.00 TS1037.53 FG1036.79 FG1036.86 FG1037.84 FG1035.16 FG1036.60 FG1037.10 FG1036.67 FG1036.78 FG1036.48 FG1036.70 FG1034.05 FG1036.86 TC1037.78 TC1037.89 TC1037.89 TC1037.45 TC1037.45 TC 1037.65 TC1 0 3 7 . 6 5 TC 1 0 3 7 . 6 5 TC1037.65 TC1037.65 TC1036.81 TC1036.10 TC1036.82 TC1036.99 TC1037.20 TC1037.45 TC1037.45 TS1036.98 TC1037.20 TC 1037.65 TCSEE WEIR DETAIL(SEE SHEET DT-01,DETAIL 11)25.00%25.00%25.00%25.00%24.59%25.00%LIMITS OF DISTURBANCELIMITS OF DISTURBANCELIMITS OF DISTURBANCE2.86%2.19%2.19%2.12%2.04%2.09%30.10%20.99%15.64%18.25%22.96%12.67%29.41%1035.85 FGSEE SHEET DT-01, DETAIL 8FOR RIPRAP DETAILSLIMITS OF DISTURBANCECONCRETE FLUMEDETAIL ON DT-01T1 0 3 6 . 7 4 T S 1036.69 TS1036.44 TS1 0 3 6 . 5 6 T S 4.03% 3.96% 4.10% 4.81%DROP CURB1 0 3 6 . 5 6 TC 1 0 3 6 . 7 6 TC1037.10 TC1037.00 TC1.25%0.41%0.69%1.03%1037103710370.93%1.50%1.38%0.95%0.96%4.87%1.38%4.87%1.50%1037.75 TS1037.27 TS1037.27 TS1037.75 TS1037.00 TS1037.00 TS1037.00 TS1037.00 TS0.96%1037.65 TC1037.65 TCTRANSITION FROM FULLCURB TO NO CURBTRANSITION FROM FULLCURB TO NO CURBFULL CURBFULL CURBGRADE BREAKGRADE BREAK1037.16 GL1037.16 GL1037.16 GL1037.16 GL0.00% 4.87%4.87%BUILDING AFFE: 1038.00.00%10371037.01 TS1037.01 TS1037.01 TS1037.01 TS1 0 3 7 . 2 9 T S 1 0 3 7 . 3 6 T S 1 0 3 7 . 3 6 T S 1 0 3 7 . 2 9 T S 1037.01 TS1037.01 TS1 0 3 7 . 3 6 T S1037.36 TS1037.29 TS1 0 3 7 . 2 9 T S5.00%5.00%1.25%1.25%0.00% 0.00%5.00%1.25%1.25%5.00%0.00% 0.00%1037.75 TS1037.75 TS1037.67 TS1037.67 TS1.25%1.25%0.00% 0.00%3.52%3.52%1 0 3 7 . 4 5 T C 1 0 3 7 . 4 5 T C1037.45 TC1037.45 TC1037.50 TC1037.50 TC1037.50 TC1037.50 TC1037.50 TC1037.50 TC1037.45 TC1037.65 TC1 0 3 7 . 4 5 TC 1 0 3 7 . 6 5 TC1037.65 TC1037.45 TC1037.45 TC1036.99 TS1036.92 TS1036.93 TS 0.29%0.29%1037.76 TC1037103710370.00% 0.00% 0.00% 0.00% 0.01%4GR-01GRADING PLAN15'30'0GRAPHIC SCALE60'NORTHY:\191082-000\06-Drawings\Civil\Plans\GR-01.dwg 3/30/2020 11:39 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.STONE PRAIRIE PLAT 7PHASE 1 SITE PLANWAUKEE, IOWA191082JANUARY 21, 2020J. BECKERJ. BECKERC. SMITH-FEBRUARY 4, 2020FEBRUARY 18, 2020MARCH 5, 2020MARCH 30, 2020.8DETAIL A - ADA GRADINGSCALE: 1" = 10'DETAIL B - ADA GRADINGSCALE: 1" = 10'SEE DETAIL ASEE DETAIL BSEE DETAIL CDETAIL C - ADA GRADINGSCALE: 1" = 10'TIE IN TO EXISTINGTRAIL PAVEMENTSEE NOTE 1TIE IN TO EXISTINGTRAIL PAVEMENTSEE NOTE 1NOTE 1: ELEVATIONS AND SLOPES ARE SHOWNON EXISTING PAVEMENT TO DEMONSTRATE ACOMMON SQUARE IS ACHIEVED. T1035 1035 103310341034103610361036 10351034103610361037103710371037103710371037103710371037 10351035 1033 103310341034 10361036103710361037103710371038 10361036 1036 1036 1037 1037 1037 1037 10381038 1037 1037 1037 1035 1033103410361036 10371037103710381037103710371037STABILIZED ROCKENTRANCE24' x 60 'DUMPSTER(1)LINED OR ROLLOFF WASH OUT(50' MIN. FROMINTAKES) (1)STAGING AREA/ EQUIPMENTSTORAGE (1)PORTABLERESTROOM(1)DWBSEE GENERALNOTE 11LIMITS OF DISTURBANCELIMITS OF DISTURBANCESEE NOTE 12LIMITS OF DISTURBANCE2,800 FT TO ULTIMATEDISCHARGE LOCATION(SUGAR CREEK)≈ 8,700 FT TO ULTIMATEDISCHARGE LOCATION(SUGAR CREEK)TOPSOILSTOCKPILELOCATION5GR-02SWPPP SHEETPHASE 115'30'0GRAPHIC SCALE60'NORTHY:\191082-000\06-Drawings\Civil\Plans\GR-01.dwg 3/30/2020 11:39 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.STONE PRAIRIE PLAT 7PHASE 1 SITE PLANWAUKEE, IOWA191082JANUARY 21, 2020J. BECKERJ. BECKERC. SMITH-FEBRUARY 4, 2020FEBRUARY 18, 2020MARCH 5, 2020MARCH 30, 2020.8LEGENDSYMBOLITEMESTIMATED QTY.SILT FENCE2300 LFBELOW GRADE INTAKE 10 EACHPROTECTION (POST PAVING)SILT FENCE OR MULCH LOG700 LFDISCHARGE LOCATION2 EACHD≈DD 102510301035104010450+001034.40 EG FG1032.65 FG1036.29 EG1+001037.12 EG1032.87 FG EXISTING SW-505, SW-505STA = 0+10.94RIM = 1034.63INV. IN (N) = 1031.80 P-5INV. OUT (S) = 1031.36 P-4P-512" RCP39' @ 0.64%STRC-01, 12" FESPIPE STA = 0+54.91STRC-09, 12" FESFLOWLINEELEV: 1032.00APPROXIMATE STATION OF PROPOSEDGAS MAIN CROSSING. COORDINATECROSSING ELEVATIONS.33,843 SF0.78 ACLOT 236,690 SF0.84 ACLOT A40,866 SF0.94 ACLOT 447,530 SF1.09 ACLOT 337,019 SF0.85 ACLOT 1T30' SIDE/REARSETBACKP-5, 12" RCPP-14, 10" HDPEP-15, 10" HDPE P-16, 10" HDPEP-17, 12" RCPSSMH-03 (SW-301, 48" DIA.)PIPE STA: 4+40.93N: 7488067.66E: 18458859.79SSMH-02 (SW-301, 48" DIA.)PIPE STA: 3+37.71N: 7487965.21E: 18458847.23SSMH-01 (SW-301, 48" DIA.)PIPE STA: 1+44.80N: 7487910.94E: 18458662.10EX SSMH (SW-301, 48" DIA.)PIPE STA: 0+00.00N: 7487766.42E: 18458653.15P-1, 8" PVC P-2, 8" PVCP-3, 8" PVC P-4, 6" PVCP-21, 12" RCP P-22, 12" RCPAPPROXIMATEFLOWLINE 1032.83DETENTIONBASINDETENTIONBASINTAPPING SLEEVE & VALVEPIPE STA: 108+71.16N: 7488190.96E: 18459121.42HYDRANTPIPE STA: 106+78.87N: 7488193.96E: 18458929.1445° BENDPIPE STA: 105+49.29N: 7488186.36E: 18458799.7345° BENDPIPE STA: 105+35.72N: 7488176.25E: 18458790.68STRC-05 (SW-512)PIPE STA: 2+62.93N: 7488158.43E: 18459016.73STRC-04 (SW-512)PIPE STA: 1+85.42N: 7488080.92E: 18459015.74STRC-03 (SW-512)PIPE STA: 1+12.38N: 7488007.88E: 18459015.20EXISTING SW-505 (SW-505)PIPE STA: 0+10.94N: 7487804.56E: 18458980.88STRC-02 (12" FES)PIPE STA: 0+01.91N: 7487899.07E: 18459004.64STRC-21 (12" FES)PIPE STA: 0+49.44N: 7487952.79E: 18458674.83STRC-01 (12" FES)PIPE STA: 0+54.91N: 7487847.89E: 18458973.42STRC-20 (12" FES)PIPE STA: 0+18.19N: 7487943.34E: 18458645.05STRC-11 (12" FES)PIPE STA: 0+06.66N: 7488029.21E: 18458716.75STRC-12 (SW-505)PIPE STA: 1+41.46N: 7488147.20E: 18458781.52STRC-13 (SW-505)PIPE STA: 1+58.88N: 7488148.09E: 18458798.93HYDRANTPIPE STA: 104+16.77N: 7488057.32E: 18458793.13≈ 60' OF WATERMAIN TO BEBORED UNDERROADWAYCRITICALCROSSINGCRITICALCROSSINGCRITICALCROSSINGCRITICAL CROSSINGSEE SHEET DT-01, DETAIL 3DUMPSTERENCLOSURE2" WATERSERVICE & VALVE6" WATERSERVICE & VALVERISER ROOM &ROOF ACCESSFDC LOCATIONAPPROXIMATELY 75' LF OFGAS MAIN TO BE BORED UNDERSE WESTOWN PKWYEXISTING GAS AND WATERSERVICE TO BE CAPPEDOR ABANDONDED.P-14B, 10" HDPESTRC-22 (SW-512)PIPE STA: 0+31.71N: 7487927.21E: 18459014.44TRANSFORMER LOCATION(COORDINATE WITH MIDAM)10251030103510401045102510301035104010450+001036.69 EG 1032.97 FG 1035.96 FG 1036.91 EG 1+001036.97 EG 1035.75 FG 1036.26 FG 1037.39 EG 2+001037.20 EG 1036.39 FG 1036.66 FG 1037.22 EG 2+781037.27 EG 1036.85 FG STRC-02, 12" FES PIPE STA = 0+01.91 P-1410" HDPE29' @ 0.35%STRC-03 (SW-512, 18" DIA.) PIPE STA = 1+12.38 RIM = 1035.50 (2.01' DEPTH) INV. IN (N) = 1033.59 P-15 INV. OUT (S) = 1033.49 P-14B P-1510" HDPE72' @ 0.35%STRC-04 (SW-512, 18" DIA.) PIPE STA = 1+85.42 RIM = 1036.10 (2.25' DEPTH) INV. IN (N) = 1033.95 P-16 INV. OUT (S) = 1033.85 P-15 P-1610" HDPE76' @ 0.35%STRC-05 (SW-512, 18" DIA.) PIPE STA = 2+62.93 RIM = 1036.40 (2.18' DEPTH) INV. OUT (S) = 1034.22 P-16FLOWLINEELEV: 1033.00APPROXIMATE STATION OF PROPOSEDGAS MAIN CROSSING. COORDINATECROSSING ELEVATIONS.STRC-22 (SW-512, 18" DIA.) PIPE STA = 0+31.71 RIM = 1035.56 (2.46' DEPTH) INV. IN (N) = 1033.21 P-14B INV. OUT (S) = 1033.11 P-14 P-14B10" HDPE79' @ 0.35%ST-0710251030103510401045102510301035104010450+001034.78 EG 1032.95 FG 1036.52 FG 1036.04 EG 1+001035.80 EG 1036.46 FG 1036.50 FG 1035.57 EG 1+591035.68 EG 1036.50 FG P-2112" RCP125' @ 0.40%P-2212" RCP18' @ 0.40%STRC-11, 12" FES PIPE STA = 0+06.66 STRC-12, SW-505STA = 1+41.46RIM = 1036.50INV. IN (E) = 1033.62 P-22INV. OUT (SW) = 1033.52 P-21FLOWLINEELEV: 1033.00STRC-13, SW-505 STA = 1+58.88 RIM = 1036.50 INV. OUT (W) = 1033.69 P-228" PVCBOTTOM OF PIPEELEV: 1033.49TOP OF PIPEELEV: 1030.94P-5 (FUTURE SANITARYSERVICE)6" PVCBOTTOM OF PIPEELEV: 1032.96TOP OF PIPEELEV: 1031.3510251030103510401045102510301035104010450+001031.50 EG FG1032.00 FG1033.21 EG0+511033.25 EG1032.01 FG STRC-20, 12" FESPIPE STA = 0+18.19P-1712" RCP31' @ 0.65%STRC-21, 12" FESPIPE STA = 0+49.44FLOWLINEELEV: 1031.80FLOWLINEELEV: 1032.00102510301035104010451020102510301035104010451020102510301035104010450+001034.13 EG 1036.20 FG 1035.20 FG 1034.29 EG 1+001033.56 EG 1035.83 FG 1036.47 FG 1033.04 EG 2+001035.32 EG 1036.75 FG 1036.62 FG 1037.22 EG 3+001037.65 EG 1037.36 FG 1036.64 FG 1038.08 EG 4+001037.57 EG 1036.80 FG 4+431037.15 EG 1037.44 FG EX SSMH (SW-301, 48" DIA.) PIPE STA = 0+00.00 RIM = 1033.86 (6.70' DEPTH) INV. IN (N) = 1027.66 P-1 INV. OUT (S) = 1027.16 EXIST P-38" PVC99' @ 0.50%SSMH-03 (SW-301, 48" DIA.) PIPE STA = 4+40.93 RIM = 1037.45 (7.08' DEPTH) INV. OUT (S) = 1030.37 P-3 EX SSMH (SW-301, 48" DIA.) PIPE STA = 0+00.00 RIM = 1033.86 (6.70' DEPTH) INV. IN (N) = 1027.66 P-1 INV. OUT (S) = 1027.16 EXIST P-18" PVC141' @ 0.50%SSMH-01 (SW-301, 48" DIA.) PIPE STA = 1+44.80 RIM = 1036.41 (8.02' DEPTH) INV. IN (E) = 1028.63 P-2 INV. OUT (S) = 1028.38 P-1 P-28" PVC189' @ 0.50%SSMH-02 (SW-301, 48" DIA.) PIPE STA = 3+37.71 RIM = 1037.27 (7.67' DEPTH) INV. IN (N) = 1029.85 P-3 INV. OUT (W) = 1029.60 P-2P-18 (FUTURE STORM)12" RCPBOTTOM OF PIPEELEV: 1032.85TOP OF PIPEELEV: 1029.38ADJUSTED RIMELEV: 1036.22FUTURE WATER MAIN8" PVCBOTTOM OF PIPEELEV: 1030.71TOP OF PIPEELEV: 1029.81PER SUDAS 4C-1.G.1, PROVIDE ADEQUATE SUPPORT AND WATERTIGHTJOINTS FOR BOTH SEWER AND WATER PIPES. USE A LOW PERMEABILITYSOIL FOR BACKFILL WITHIN 10' OF THE POINT OF CROSSING.6UT-01UTILITY PLANS20'40'0GRAPHIC SCALE80'NORTHY:\191082-000\06-Drawings\Civil\Plans\pro-01.dwg 3/30/2020 11:40 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.STONE PRAIRIE PLAT 7PHASE 1 SITE PLANWAUKEE, IOWA191082JANUARY 21, 2020J. BECKERJ. BECKERC. SMITH-FEBRUARY 4, 2020FEBRUARY 18, 2020MARCH 5, 2020MARCH 30, 2020.8SANITARY SEWER PROFILESCALE: 1" = 40'STORM SEWER PROFILESCALE: 1" = 40'STORM SEWER PROFILESCALE: 1" = 40'STORM SEWER PROFILESCALE: 1" = 40'STORM SEWER PROFILESCALE: 1" = 40'NOTE:UTILITIES AND STRUCTURES THAT ARE EITHER GRAY OR NOTLABELED ARE INDENTED TO BE FUTURE CONSTRUCTION. FUTURESITE PLANS WILL BE NECESSARY TO PROPOSE THOSE UTILITIES,INCLUDING CRITICAL CROSSINGS OF THESE UTILITIES. 33,843 SF0.78 ACLOT 236,690 SF0.84 ACLOT A40,866 SF0.94 ACLOT 447,530 SF1.09 ACLOT 337,019 SF0.85 ACLOT 1TBUILDING BBUILDING CBUILDING ABUILDING D30'LANDSCAPEBUFFEREASEMENT30' FRONTSETBACK30' SIDE/REARSETBACK30' FRONTSETBACKDETENTIONBASINDETENTIONBASINAG (1)MX (2)MX (2)CC (2)AG (1)QB (1)GT (1)PP (1)BN (1)PP (1)CG (5)CG (5)BM (11)7LA-01LANDSCAPE PLAN15'30'0GRAPHIC SCALE60'NORTHY:\191082-000\06-Drawings\Civil\Plans\LA-01.dwg 3/30/2020 11:41 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.STONE PRAIRIE PLAT 7PHASE 1 SITE PLANWAUKEE, IOWA191082JANUARY 21, 2020J. BECKERJ. BECKERC. SMITH-FEBRUARY 4, 2020FEBRUARY 18, 2020MARCH 5, 2020MARCH 30, 2020.8DECIDUOUS SHRUB (PRUNE DEADOR DAMAGED BRANCHES ASNECESSARY)2xROOTBALLDIAMETER2xROOTBALLDIAMETERALL MATERIALS ASSPECIFIED, SEEPLANTING PLANFOR SPACINGUNDISTURBED SOILPLANTING SOIL MIX AS SPECIFIEDSCARIFY SIDES AND BOTTOM OFPLANTING PITBALL AND BURLAP, CUT ALLCORDS AND REMOVE COVERINGFROM PLANT BEFORE INSTALLINGPLANT ROOT COLLAR 1" ABOVEGRADEROOT BALL (CONTAINER GROWN)REMOVE ENTIRE CONTAINERBEFORE INSTALLATION3" DEPTH HARDWOOD MULCH, ASSPECIFIEDDETAIL: SHRUB PLANTING1/2" = 1'-0"UNDISTURBED SOILPLANTING SOIL MIX AS SPECIFIEDSCARIFY SIDES AND BOTTOM OFPLANTING PITREMOVE TOP 1/3 OF BURLAP,TWINE, ROPE AND BASKET FROMROOTBALL3" DEPTH HARDWOOD MULCH, ASSPECIFIEDROOT FLARE 1" ABOVE GRADE,MINIMUMARBOR TIE OR EQUIVALENT, ASSPECIFIEDDECIDUOUS TREE, PRUNE DEADOR DAMAGED BRANCHES ASNECCESSARY2x ROOTBALLDIAMETERSTAKING ORIENTATION2 STAKES - 3" CAL. OR LESS3 STAKES - GREATER THAN 3" CAL.2 STAKES3 STAKESNNROOT BALL SHALL BE SET ONUNDISTRUBED SOILRUBBER HOSESTAKING WIRESTEEL FENCE POSTDETAIL: DECIDUOUS TREE PLANTING1/2" = 1'-0"UNDISTURBED SOILPLANTING SOIL MIX AS SPECIFIEDSCARIFY SIDES AND BOTTOM OFPLANTING PITREMOVE TOP 1/3 OF BURLAP,TWINE, ROPE AND BASKET FROMROOTBALL3" DEPTH HARDWOOD MULCH, ASSPECIFIEDROOT BASE 1" ABOVE GRADE,MINIMUMSTEEL FENCE POSTARBOR TIE OR EQUIVALENT, ASSPECIFIED2x ROOTBALLDIAMETERSTAKING WIRERUBBER HOSEEVERGREEN TREE, DO NOT CUTOR DAMAGE LEADER, PRUNEDEAD OR DAMAGED BRANCHESAS NECCESSARYSTAKING ORIENTATION2 STAKES - 6' OR LESS3 STAKES - GREATER THAN 6'2 STAKES3 STAKESNNROOT BALL SHALL BE SET ONUNDISTURBED SOILDETAIL: EVERGREEN TREE PLANTING1/2" = 1'-0"LANDSCAPE PLAN NOTES:1.PLANT QUANTITIES ARE FOR INFORMATION ONLY; DRAWING SHALL PREVAIL IF CONFLICT OCCURS. CONTRACTOR IS RESPONSIBLE FOR CALCULATING OWN QUANTITIES AND BASING BID ACCORDINGLY.2.CONTRACTOR SHALL PLACE EITHER MULCH OR ROCK AROUND TREES AND IN LANDSCAPING BEDS AT THE OWNERS' DISCRETION. IF MULCH, USE SHREDDED HARDWOOD BARK MULCH AROUND ALL TREES AND IN ALL PLANTING BEDS TO ADEPTH OF 3". WALNUT PRODUCTS ARE PROHIBITED.3.KIND, SIZE AND QUALITY OF PLANT MATERIAL SHALL CONFORM TO AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z-60.1-2004, OR MOST RECENT EDITION.4.THE CONTRACTOR SHALL REPORT SUBSURFACE SOIL OR DRAINAGE PROBLEMS TO THE LANDSCAPE ARCHITECT.5.THE CONTRACTOR SHALL SHOW PROOF OF PROCUREMENT, SOURCES, QUANTITIES AND VARIETIES FOR ALL TREES WITHIN 21 DAYS FOLLOWING THE AWARD OF CONTRACT. TIMELY PROCUREMENT OF ALL PLANT MATERIAL IS ESSENTIAL TOTHE SUCCESSFUL COMPLETION AND INITIAL ACCEPTANCE OF THE PROJECT.6.SUBSTITUTIONS SHALL ONLY BE ALLOWED WHEN THE CONTRACTOR HAS EXHAUSTED ALL SOURCES FOR THE SPECIFIED MATERIAL, AND HAS PROVEN THAT THE SPECIFIED MATERIAL IS NOT AVAILABLE. THE CONTRACTOR MUST PROVIDENAME AND VARIETY OF SUBSTITUTION TO THE LANDSCAPE ARCHITECT AND CITY FOR APPROVAL PRIOR TO TAGGING OR PLANTING. SUBSTITUTIONS SHALL BE NEAREST EQUIVALENT SIZE OF VARIETY OF PLANT HAVING SAME ESSENTIALCHARACTERISTICS.7.ALL PLANT MATERIAL SHALL BE NURSERY GROWN, SOUND, HEALTHY, VIGOROUS AND FREE FROM INSECTS, DISEASE AND INJURIES, WITH HABIT OF GROWTH THAT IS NORMAL FOR THE SPECIES. SIZES SHALL BE EQUAL TO OR EXCEEDINGSIZES INDICATED ON THE PLANT SCHEDULE. THE CONTRACTOR SHALL SUPPLY PLANTS IN QUANTITY AS SHOWN ON DRAWINGS.8.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.9.ALL DISTURBED AREAS NOT OTHERWISE COVERED BY BUILDING, PAVEMENT, AND LANDSCAPE BEDS SHALL BE SODDED.10.RIGHT-OF-WAY OF SE LA GRANT PAKWAY TO BE SODDED.*LANDSCAPING THAT IS NOT LABELED IN PLAN VIEW IS CONSIDERED FUTURE AND IS NOT INCLUDED IN THE PLANTSCHEDULE TABLE. EXTRANEOUS NAMES LISTED TO PROVIDE DIRECTION FOR FUTURE SITE PLANS.LANDSCAPING OPEN SPACE REQUIREMENTSCALCULATIONPLANTS REQUIREDTOTAL PLANTS PROPOSEDPHASE 1 PROPOSED1 TREE PER 1,000 SF OF REQ. OPEN SPACEx(31,852 / 1,000) = 31.9 =32 TREES38 TREES13 TREES MIN. 50% SHALL BE OVERSOTRY32 x 50%= 16 OVERSTORY 16 OVERSTORY 3 OVERSTORY MIN. 25% SHALL BE EVERGREEN32 x 25%= 8 EVERGREEN 11 EVERGREEN 2 EVERGREEN 11 ORNAMENTAL 8 ORNAMENTAL1 SHRUB PER 1,000 SF OF REQ. OPEN SPACEx(31,852 / 1,000) = 31.9=32 SHRUBS44 SHRUBS16 SHRUBS30' LANDSCAPING BUFFER REQUIREMENTSCALCULATIONPLANTS REQUIREDPLANTS PROPOSEDPHASE 1 PROPOSED2 OVERSTORY PER 50 LF OF BUFFERx(403 / 50) = 16.1 = 17 OVERSTORY17 OVERSTORY0 OVERSTORY3 EVERGREEN PER 50 LF OF BUFFERx(403 / 50) = 24.2= 25 EVERGREEN25 EVERGREEN0 EVERGREEN2 ORNAMENTAL PER 50 LF OF BUFFERx(403 / 50) = 16.1= 17 ORNAMENTAL17 ORNAMENTAL0 ORNAMENTAL312 2.0' BEHIND BACK OF CURB (TYP.)VARIES (3:1 MAX)4%6" PCC PAVEMENT12" SUBGRADE PREP OR 6" ROCKEXTEND SUBGRADE PREP2' FROM BACK OF CURB% VARIES8DT-01DETAILSY:\191082-000\06-Drawings\Civil\Plans\details.dwg 3/30/2020 11:42 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.STONE PRAIRIE PLAT 7PHASE 1 SITE PLANWAUKEE, IOWA191082JANUARY 21, 2020J. BECKERJ. BECKERC. SMITH-FEBRUARY 4, 2020FEBRUARY 18, 2020MARCH 5, 2020MARCH 30, 2020.8FORMGRADEELEV.Slope asper plans712''412''6"3"6" STANDARD CURBR3".925' OUTSIDEDIAMETER.833' INSIDEDIAMETER5'3'VARIES(4' ISMOST TYP.)3'EXISTING TRAIL OR PROPOSED SIDEWALKTOP OF 'BERM'(6" ABOVE SIDEWALK ELEV.)BOTTOM OFLONGITUDINALSWALEVARIESEDGE OF BUILDING 10%VARIESPURPOSE: SPECIAL GRADING IS PROPOSED BETWEEN PROPOSED BUILDINGS AND TRAIL/SIDEWALK ALONG THE EXISTING RIGHT-OF-WAYTO ENSURE ON-SITE STORMWATER IS COLLECTED IN THE PROPOSED STORM SEWER AND STORM SYSTEM.Property lineDETAIL BTYPE A WITH RADIITYPICAL SECTIONas spec i f ied'C' or 'E'joint'E' joint8'B' jointRefer toDetail BBack ofcurb'C' joint2SidewalkDrivewayCurb67423Drop curbheight: 0" to 2"Curb op en in g Driveway w i d t h 18"12"1'-0 " m in .927Back of curb1 R#5 x 36"reinforcingbar1'-0"1'-0"1234567891010105Driveway radius (R). Residential: 10 foot minimum,15 foot maximum. Commercial and industrial: As specified in the contract documents.Transition the curb height to 0 inches atend of taper/radius or at the front edgeof sidewalk. Do not extend raised curbacross sidewalk.Pavement thickness. Residential: 6 inches minimum. Commercial and industrial: 7 inches minimum.Sidewalk thickness through driveway tomatch thickness of driveway.Center reinforcing bar vertically in thepavement.Match thickness of adjacent roadway,8 inches minimum.Provide 'E' joint at back of curb unless'B' joint is specified.For alleys, invert the pavement crown2% toward center of alley.Target cross slope of 1.5% with amaximum cross slope of 2.0%. Ifspecified in the contract documents,construct the sidewalk through thedriveway 5 feet wide to serve as apassing space.If cross slope of adjacent sidewalk panelexceeds 2.0%, remove and replace totransition from existing sidewalk tosidewalk through driveway. If elevationchange requires a curb ramp, comply withFigure 7030.205; verify need fordetectable warning panel with Engineer.6" x 90° ELBOW6" STORM SEWER PIPE6" STORM SEWER PIPENYLOPLAST DOWNSPOUT ADAPTER (PART#0666FH OR APPROVED EQUAL). COORDINATELOCATION & SIZE WITH ARCHITECTURAL PLANS.FLUSH MOUNT TO TOP OF SIDEWALK OR GRADE.BUILDING WALL BUILDING DOWNSPOUT.SEE ARCHITECTURAL PLANS FOR DETAILS.BUILDING FOOTING (ELBOWELEVATION MAY BE HIGHERTHAN FOOTING) STORM PIPE. REFER TOPLANS FOR SIZE.C = DOWNSTREAM APRON WIDTHB = APRON LENGTHA = UPSTREAM APRON WIDTHD = TONS OF CLASS'E' EROSION STONE3.0'0.5'2.0'0.5'0.5'0.583'STRC - 02STRC - 20ABCD3'3'5'8'6'9'2 TONS5 TONSSTRUCTURE NAMEEXISTINGGRADE1031.70'FES1031.80'TOP OF WEIR: 1031.80'(SEE NOTE )13 TONEROSIONSTONE3 TONEROSIONSTONE3'6'24"8"6"12"12"12"6"8"NOTE: ENSURE TOP OF WEIR IS EXTREMELY LEVEL AND WITH A CONSISTENT ELEVATIONACROSS THE TOP TO PROMOTE WATER OVERFLOW ACROSS THE ENTIRE LENGTH.#4 @12"(4) #4L-SHAPE#4 @12" REVISION07.24.201918115AC001OVERALLFLOOR PLANRMStone Prairie Addition, Waukee, Iowa Dentist Office THE INFORMATION, DESIGN AND CONCEPT CONTAINED WITHIN THIS DOCUMENT IS THE PROPERTY OF PRIMUS COMPANIES, INC. AND IS PROTECTED UNDER COPYRIGHT LAW. UNAUTHORIZED USE INCLUDING REPRODUCTION IS PROHIBITED WITHOUT WRITTEN PERMISSION. © COPYRIGHT 401 8th Ave. SE ■Cedar Rapids, Iowa ■ 52401 Des Moines ■ Kansas City ■ Minneapolis ■ Omaha www.dentalbuilders.com 319.393.4831 WEST ELEVATIONNO SCALENOTE:THESE ELEVATIONS HAVE BEEN DESIGNED TO MEET THEREQUIREMENTS OF THE CITY OF WAUKEE'S ARCHITECTURALDESIGN STANDARDS AND THE APPROVAL OF THE PLANNINGCOMMISSION / CITY OF WAUKEE. CHANGES SHALL NOT BEMADE TO THE APPROVED ELEVATIONS UNLESS APPROVED BYTHE LOCAL JURISDICTION.E.I.F.SCEMENTITOUS WOOD LOOK PANELSPRE-FINISHED PAINTEDALUMINUM CAPALUMINUM COMPOSITEMATERIAL (ACM)ALUMINUM FRAMEDWINDOWSAPPLIED MASONRY VENEER (AMV)TYPE 2APPLIED MASONRY VENEER (AMV)TYPE 11,584 S.F. 100%TOTAL AREA 558 S.F. 35%GLASS CLEAR GLASS IN DARK BRONZE ALUMINUM FRAMES 558 S.F. 35%MASONRYAPPLIED MASONRY VENEER 181 S.F. 12%EIFSEXTERIOR INSULATION FINISH SYSTEM 185 S.F. 12%NICHIHAPREMIUM CEMENTITOUS WOOD LOOK PANEL 102 S.F. 6%ACPALUMINUM COMPOSITE PANELSOUTH ELEVATIONNO SCALENOTE:THESE ELEVATIONS HAVE BEEN DESIGNED TO MEET THEREQUIREMENTS OF THE CITY OF WAUKEE'S ARCHITECTURALDESIGN STANDARDS AND THE APPROVAL OF THE PLANNINGCOMMISSION / CITY OF WAUKEE. CHANGES SHALL NOT BEMADE TO THE APPROVED ELEVATIONS UNLESS APPROVED BYTHE LOCAL JURISDICTION.E.I.F.SCEMENTITOUS WOOD LOOK PANELSPRE-FINISHED PAINTEDALUMINUM CAPALUMINUM COMPOSITEMATERIAL (ACM)ALUMINUM FRAMEDWINDOWSAPPLIED MASONRY VENEER (AMV)TYPE 2APPLIED MASONRY VENEER (AMV)TYPE 11,222 S.F. 100%TOTAL AREA 351 S.F. 29%GLASS CLEAR GLASS IN DARK BRONZE ALUMINUM FRAMES 540 S.F. 44%MASONRYAPPLIED MASONRY VENEER 70 S.F. 6%EIFSEXTERIOR INSULATION FINISH SYSTEM 198 S.F. 16%NICHIHAPREMIUM CEMENTITOUS WOOD LOOK PANEL 63 S.F. 5%ACPALUMINUM COMPOSITE PANELREVISION06.05.201918115AC002OVERALLFLOOR PLANRMTHE INFORMATION, DESIGN AND CONCEPT CONTAINED WITHIN THIS DOCUMENT IS THE PROPERTY OF PRIMUS COMPANIES, INC. AND IS PROTECTED UNDER COPYRIGHT LAW. UNAUTHORIZED USE INCLUDING REPRODUCTION IS PROHIBITED WITHOUT WRITTEN PERMISSION. © COPYRIGHT 401 8th Ave. SE ■Cedar Rapids, Iowa ■ 52401 Des Moines ■ Kansas City ■ Minneapolis ■ Omaha www.dentalbuilders.com 319.393.4831 Stone Prairie Addition, Waukee, Iowa Dentist Office EAST ELEVATIONNO SCALENOTE:THESE ELEVATIONS HAVE BEEN DESIGNED TO MEET THEREQUIREMENTS OF THE CITY OF WAUKEE'S ARCHITECTURALDESIGN STANDARDS AND THE APPROVAL OF THE PLANNINGCOMMISSION / CITY OF WAUKEE. CHANGES SHALL NOT BEMADE TO THE APPROVED ELEVATIONS UNLESS APPROVED BYTHE LOCAL JURISDICTION.E.I.F.SCEMENTITOUS WOOD LOOK PANELSPRE-FINISHED PAINTEDALUMINUM CAPALUMINUM COMPOSITEMATERIAL (ACM)ALUMINUM FRAMEDWINDOWSAPPLIED MASONRY VENEER (AMV)TYPE 2APPLIED MASONRY VENEER (AMV)TYPE 11,672 S.F. 100%TOTAL AREA 468 S.F. 28%GLASS CLEAR GLASS IN DARK BRONZE ALUMINUM FRAMES 589 S.F. 36%MASONRYAPPLIED MASONRY VENEER 70 S.F. 4%EIFSEXTERIOR INSULATION FINISH SYSTEM 425 S.F. 25%NICHIHAPREMIUM CEMENTITOUS WOOD LOOK PANEL 120 S.F. 7%ACPALUMINUM COMPOSITE PANELNORTH ELEVATIONNO SCALENOTE:THESE ELEVATIONS HAVE BEEN DESIGNED TO MEET THEREQUIREMENTS OF THE CITY OF WAUKEE'S ARCHITECTURALDESIGN STANDARDS AND THE APPROVAL OF THE PLANNINGCOMMISSION / CITY OF WAUKEE. CHANGES SHALL NOT BEMADE TO THE APPROVED ELEVATIONS UNLESS APPROVED BYTHE LOCAL JURISDICTION.E.I.F.SCEMENTITOUS WOOD LOOK PANELSPRE-FINISHED PAINTEDALUMINUM CAPALUMINUM COMPOSITEMATERIAL (ACM)ALUMINUM FRAMEDWINDOWSAPPLIED MASONRY VENEER (AMV)TYPE 2APPLIED MASONRY VENEER (AMV)TYPE 11,222 S.F. 100%TOTAL AREA 351 S.F. 29%GLASS CLEAR GLASS IN DARK BRONZE ALUMINUM FRAMES 540 S.F. 44%MASONRYAPPLIED MASONRY VENEER 70 S.F. 6%EIFSEXTERIOR INSULATION FINISH SYSTEM 198 S.F. 16%NICHIHAPREMIUM CEMENTITOUS WOOD LOOK PANEL 63 S.F. 5%ACPALUMINUM COMPOSITE PANELREVISION06.05.201918115AC003OVERALLFLOOR PLANRMTHE INFORMATION, DESIGN AND CONCEPT CONTAINED WITHIN THIS DOCUMENT IS THE PROPERTY OF PRIMUS COMPANIES, INC. AND IS PROTECTED UNDER COPYRIGHT LAW. UNAUTHORIZED USE INCLUDING REPRODUCTION IS PROHIBITED WITHOUT WRITTEN PERMISSION. © COPYRIGHT 401 8th Ave. SE ■Cedar Rapids, Iowa ■ 52401 Des Moines ■ Kansas City ■ Minneapolis ■ Omaha www.dentalbuilders.com 319.393.4831 Stone Prairie Addition, Waukee, Iowa Dentist Office 6'-4"4'-0"18" CANEBOLTSTRASH ENCLOSURE FRONT1/4" = 1'-0"1x6 AZEK BOARD FENCEPICKET GATENICHIHA PANELS TO MATCH BUILDING -(OUTSIDE OF ENCLOSURE)TRASH ENCLOSURE SIDE1/4" = 1'-0"NICHIHA PANELS TO MATCH BUILDING -NICHIHA PANELS TO MATCH BUILDING -(OUTSIDE OF ENCLOSURE)7'-0"8'-8"8'-0"GATE4" DIA. GALV. STEEL PIPE POSTSw/ CAPSHOLE FOR CANE BOLT1x6 AZEK BOARD FENCEPICKET GATE4x4 TREATED WOOD POSTS AND2x4 TREATED WOOD FRAMINGZIP SYSTEM SHEATHINGBOTH SIDESLP SMARTSIDE 76 SERIES SMOOTH FINISH8" O.C. PANEL (HORIZONTAL) -(INSIDE OF ENCLOSURE) (PAINT)NICHIHA PANELS TO MATCH BUILDING -(OUTSIDE OF ENCLOSURE)1x6 AZEK BOARDTRIM PIECETRASH ENCLOSURE PLAN1/4" = 1'-0"TREATED 2x10 WALL PROTECTION.CENTER AT 48" ABOVE GRADE (VERIFY).REVISION01.20.202018115AC004OVERALLFLOOR PLANRMTHE INFORMATION, DESIGN AND CONCEPT CONTAINED WITHIN THIS DOCUMENT IS THE PROPERTY OF PRIMUS COMPANIES, INC. AND IS PROTECTED UNDER COPYRIGHT LAW. UNAUTHORIZED USE INCLUDING REPRODUCTION IS PROHIBITED WITHOUT WRITTEN PERMISSION. © COPYRIGHT 401 8th Ave. SE ■Cedar Rapids, Iowa ■ 52401 Des Moines ■ Kansas City ■ Minneapolis ■ Omaha www.dentalbuilders.com 319.393.4831