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Home My WebLink About2019-12-16-J08 Centennial Crossing Plat 1_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: December 16, 2019 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Centennial Crossing Plat 1 FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: Hubbell Realty Company, requests approval of a site plan to allow for the construction of a townhome development. The project, Centennial Crossing Plat 1, includes the construction of five (5) buildings with 31 townhome units. The units within each building will range in size from 1,277 square feet to 1,503 square feet. The proposed units will be for lease. In addition to the townhomes, the applicant intends to construct a clubhouse and pool to provide an amenity for the residents. Access will be provided to Plat 1 via access points off SE University Avenue and SE L.A. Grant Parkway. All streets and utilities will be privately owned and maintained. The applicant will construct a trail through the drainage area to satisfy parkland dedication requirements. 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. All units within Plat 1 will be single-story units. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this project at the November 26, 2019 Commission Meeting and recommended approval subject to remaining staff comments: Approval of a Site Plan for Centennial Crossing Plat 1 Senior Planner Andy Kass addressed the Site Plan for Centennial Crossing Plat 1 separate from the previous items. Within the proposed site plan, Mr. Kass explained that there were 32 lots, 31 of which would have units, while the remaining lot would house the Clubhouse and proposed amenities. The site plan indicates 5 buildings with 6 to 7 units each. All units are constructed with a two car garage and a driveway to provide an additional two stall spaces. With each unit having an individual assigned lot, there is the flexibility that the units can become owner occupied instead of rental units. Mr. Kass advised that utilities are available to the site, and Stormwater will be managed by the existing drainage way. all parking, landscaping, open space, and lighting requirements have been met at this time. J8 Staff would recommend approval subject to any remaining staff comments and review of the legal documents. Commissioner Streit verified that the Connection to SE University Avenue will eventually become a Right in- Right out access point. Mr. Kass advised that was correct, with the full access being off of SE L.A.Grant Parkway. Commissioner Tietz questioned if the unit backing up to the entrance to the parking of the club house would cause any traffic issues. Mr. Kass advised that it didn’t seem like it would, and that due to the lay out of the development, there wasn’t much of a choice to the entrance location. Commissioner Hoifeldt moved to approve the Site Plan for Centennial Crossing Plat 1 Subject to any remaining staff comments and review of the legal documents. Commissioner Tietz seconded the motion. Ayes: Ward, Tietz, Streit, Hoifeldt, Koshy, and Freund. Nays: None. Motion Carries. STAFF REVIEW AND COMMENT: All comments related to the site plan have been addressed. Staff recommends approval of the site plan for Centennial Crossing Plat 1. RECOMMENDATION: Approve the resolution. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan & Elevations PREPARED BY: Andy Kass, Senior Planner REVIEWED BY: THE CITY OF WAUKEE, IOWA RESOLUTION 19- APPROVING THE SITE PLAN FOR CENTENNIAL CROSSING PLAT 1 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 Centennial Crossing Plat 1, subject to remaining staff comments on November 26, 2019; AND, WHEREAS, the Site Plan for Centennial Crossing Plat 1 is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Centennial Crossing Plat 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 16th day of December, 2019 that the Site Plan for Centennial Crossing Plat 1. ____________________________ William F. Peard, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Anna Bergman R. Charles Bottenberg Courtney Clarke Shelly Hughes Larry R. Lyon PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: Centennial Crossing Plat 1 – Site Plan PREPARED BY: Andy Kass, AICP, Senior Planner REPORT DATE: November 22, 2019 MEETING DATE: November 26, 2019 GENERAL INFORMATION Applicant: Hubbell Realty Company Owner: Philip E. Broderick Owner’s Representative: Caleb Smith, P.E., McClure Engineering Request: The applicant is requesting approval of a site plan for a townhome residential subdivision. Location and Size: Property is generally located south SE University Avenue and west of SE L.A. Grant Parkway containing approximately 18.41-acres more or less. AREA MAP ABOVE: Aerial of subject property (outlined in BLUE) in relation to the surrounding area. LAND USES AND ZONING December 12, 2019 2 of 3 Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant – Undeveloped Medium Density Residential & Neighborhood Commercial R-4 (Row Dwelling & Townhome District) / PD-1 (Planned Development Overlay) North Centennial Park Park COS (Conservation & Open Space) South Vacant – Undeveloped Medium Density Residential R-4 (Row Dwelling & Townhome District) / PD-1 (Planned Development Overlay) East Kum & Go Neighborhood Commercial C-1A (Neighborhood Commercial) West Glynn Village Single Family Residential R-1 (Single Family Residential District) / PD-1 (Planned Development Overlay) HISTORY The subject property is located south of SE University Avenue and west of SE L.A. Grant Parkway. The property was the subject of a rezoning in the summer of 2019. The property was rezoned from A-1 to R- 4/PD-1. The planned development was added to the rezoning to allow for reduced setbacks in areas along the perimeter of the property and along the internal private streets. In addition, the planned development allows for up to 7 units to be attached. PROJECT DESCRIPTION The project involves the construction of five (5) townhome/rowhome buildings for a total of 31 townhome units. Each building will have six to seven units per building. The units within the buildings will range from 1,277 square feet to 1,503 square feet. All units will have a two stall attached garage. Each unit will be located on its own platted lot. The applicant intends lease the units initially, but platting each unit on its own lot will provide flexibility in the future if the applicant decides to sell the individual units. In addition to the townhome buildings, the applicant intends to construct a clubhouse and pool on Lot 32 for the use of the residents. Table 1: Bulk regulations Category R-4/PD-1 (minimum) Lot Area 3500 square feet per unit Lot Width 20 feet Front Yard Setback 20 feet w/out a sidewalk, 25 feet w/ a sidewalk, 25 feet along east, west, north perimeter, and 15 feet on south perimeter Rear Yard Setback 30 feet Side Yard Setback 15 feet ACCESS AND PARKING One access point will be off of SE University Avenue and one access point off of SE L.A. Grant Parkway. The Parking Ordinance requires a minimum of 2 parking spaces per unit and 1 visitor space for every five (5) units. A total of 69 parking spaces are required and the site plan indicates a total of 134 parking spaces. All streets internal to the site will be privately owner and maintained by a homeowners association. The site plan shows December 12, 2019 3 of 3 10 parking spaces for clubhouse and visitor parking along Lot 32. Sidewalks will be provided on one side of each street except for one street in Plat 1. UTILITIES Utilities will be extended from existing infrastructure along SE L.A. Grant Parkway and from the existing sanitary sewer that is located within the subject property. All utilities within the development will be privately owned and maintained by the owner or owners association. Stormwater detention will be provided in an existing drainageway that runs from the southeast of the property to the north and outlets into a box culvert that flows into Centennial Park. Ownership and maintenance of drainageway will be the responsibility of the owner or owners association. LANDSCAPING & OPEN SPACE As part of the landscaping requirements, two (2) trees per unit are required and a 25-foot landscape buffer will be required along the east and north property lines. The applicant has provided the required amount of plantings. PARKLAND DEDICATION The two plats will have a total of 129 units. The required parkland for 129 units is 1.75 acres. In lieu of dedicating parkland, the applicant has proposed to construct a trail along the greenway that separates Plat 1 from Plat 2. The trail would connect to SE University Avenue and SE L.A. Grant Parkway. In addition, the applicant intends to construct a pedestrian bridge across the drainageway to allow access to the west side of the development. ELEVATIONS Elevations of the proposed buildings have been provided for review along with a color scheme plan. The proposed materials of the units include vinyl siding and trim and cultured stone. The applicant has provided multiple color schemes for the varying building types. In addition, each building provides differing gables, front doors (style and color), and various garage doors. A minimum of 20% of the front façade require brick or stone and each building type meets that requirement. LIGHTING PLAN The applicant intends to provide street lighting along the private streets of the development. A lighting plan has been submitted for review and it is in compliance with the street lighting regulations. STAFF RECOMMENDATION The site plan is in general conformance with the Zoning Ordinance, Subdivision Ordinance, Site Plan Ordinance, and Comprehensive Plan. Staff recommends approval subject to remaining staff comments and review of the legal documents. 31302928272619202122232425181716151413121110987654321LOT APLAT 1PLAT 2POOLCLUBHOUSEOUTLOTZSE CAMDEN STREETSE CENTENNIAL PKWY31302928272619202122232425181716151413121110987654321LOT APLAT 1PLAT 2POOLCLUBHOUSEOUTLOT ZProfile View of SS-700SS-6001GN-0130'60'0GRAPHIC SCALE120'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 1\GN-01.dwg 12/5/2019 3:30 PM 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 515-964-2370I HEREBY CERTIFY THAT THIS ENGINEERINGDOCUMENT WAS PREPARED BY ME ORUNDER MY DIRECT PERSONAL SUPERVISIONAND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF IOWA.CALEB A. SMITH, PE NO. 17983DATEMY LICENSE RENEWAL DATE ISDECEMBER 31, 2019PAGES OR SHEETS COVERED BY THISSEAL:building strong communities.CENTENNIAL CROSSINGPLAT 1SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMPER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMBER 25, 2019CENTENNIAL CROSSING PLAT 1SITE PLANWAUKEE, IOWA20ZONING CURRENT ZONING: A-1 AGRICULTURAL DISTRICT - 18.41 ACRESPROPOSED ZONING: R-4/PD-1 ROW DWELLING AND TOWNHOME DWELLING DISTRICTWITH PLANNED DEVELOPMENT OVERLAY - 18.41 ACRES(BOOK: 2019 / PAGE: 14760)PROPOSED SETBACK REQUIREMENTS PERIMETER SETBACKSSE UNIVERSITY / SE LA GRANT ROW: 25 FEETWEST BOUDNARY (ADJACENT R-1):25 FEETSOUTH BOUNDARY (ADJACENT R-4):15 FEETMINIMUM BUILDING SETBACKSSIDE TO SIDE SEPARATION:15 FEETSIDE TO FRONT/REAR SEPARATION:30 FEETREAR TO REAR SEPARATION:30 FEETGARAGE TO DRIVE:20 FEET OR 25 FEET WITH SIDEWALKDRIVE TO HOUSE:10 FEETPARK REQUIREMENTSAREA = # LOTS X 2.25 X 6 / 1000 = 31 X 2.25 X 6 / 1000 = .42 ACRESUNIT SUMMARYWALNUT UNITS = 8ELM UNITS = 21BIRCH UNITS = 2TOTAL = 31PARKING SUMMARYREQUIRED - 2 STALLS PER UNIT + 1 STALL PER 5 UNITS2 x 31 UNITS + 31 / 5 = 69 TOTAL STALLSPROVIDED - 2 GARAGE AND 2 DRIVEWAY STALLS PER UNIT + 10 ADDITIONAL STALLS 134 TOTAL PARKING STALLSGENERAL NOTE:ALL PROPOSED DRIVE, UTILITIES AND OPEN SPACE AREASARE TO BE OWNED AND MAINTAINED BY THE HOA FORTHE DEVELOPMENT.OPEN SPACE CALCULATIONTOTAL AREA = 269,680 SF (6.19 AC)IMPERVIOUS AREA: ROADS = 23,627 SF (0.61 AC) DRIVEWAYS = 11,182 SF (.25 AC) SIDEWALKS = 9,829 SF (.22 AC) TOTAL IMPERVIOUS AREA = 44,638 SF (1.02 AC) 16.5%LEGAL DESCRIPTIONA PART OF LOT GOVERNMENT LOT 1, IN SECTION 5, TOWNSHIP 78 NORTH, RANGE 26WEST OF THE FIFTH PRINCIPAL MERIDIAN IN THE CITY OF WAUKEE, DALLAS COUNTY,IOWA MORE PARTICULARLY DESCRIBED AS FOLLOWS:BEGINNING AT THE NORTHEAST CORNER OF LOT 'A', GLYNN VILLAGE PLAT 1; THENCENORTH 89°54'59" WEST ALONG THE NORTHERLY LINE OF SAID GLYNN VILLAGE PLAT 1,A DISTANCE OF 956.10 FEET TO THE NORTHWEST CORNER OF LOT 165; THENCE NORTH00°22'59" EAST CONTINUING ALONG SAID NORTHERLY LINE, 839.44 FEET TO THENORTH LINE OF SAID SECTION 5; THENCE SOUTH 89°48'41" EAST ALONG SAID NORTHLINE, 956.06 FEET TO THE NORTHEAST CORNER OF SAID SECTION 5; THENCE SOUTH00°22'51" WEST ALONG THE EAST LINE OF SAID SECTION 5, A DISTANCE OF837.69 FEET TO THE POINT OF BEGINNING AND CONTAINING 18.41 ACRES (801,733SQUARE FEET) THE PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS OF RECORD.OWNERPHILIP E. BRODERICK TRUSTPHILIP E. BRODERICK, TRUSTEE9225 CASCADE AVENUE #2204WEST DES MOINES, IOWA 50266DEVELOPERHUBBELL REALTY COMPANYMATT WELLER6900 WESTOWN PARKWAYWDM, IA 50266VICINITY SKETCHSCALE: 1" = 800'SE UNIVERSITY AVENUESE LA GRANT PKWYSE BOOTH AVENUESE WADDLE WAYSE BOOTH AVENUESE BOOTH AVENUESheet List TableSheet NumberSheet TitleSheet Description1GN-01COVER SHEET2GN-02GENERAL NOTES AND LEGEND3GN-03EXISTING CONDITIONS4GN-04GENERAL LEGEND AND NOTES5GN-05UNIT LAYOUT6GR-01GRADING PLAN7GR-02SEDIMENT & EROSION CONTROL SHEET8SS-01SANITARY SEWER PLAN AND PROFILE9SS-02SANITARY SEWER PLAN AND PROFILE10ST-01STORM SEWER PLAN AND PROFILE11ST-02STORM SEWER PLAN AND PROFILE12ST-03STORM SEWER PLAN AND PROFILE13WAT-01WATER PLAN AND PROFILE14WAT-02WATER PLAN AND PROFILE15PAV-01PAVING PLAN AND PROFILE16JT-01JOINTING PLAN17JT-02JOINTING PLAN18LA-01LANDSCAPE PLAN19DT-01DETAILS20DT-02DETAILS1 - 20 2GN-02AND NOTESGENERAL LEGENDN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 1\GN-02.dwg 12/5/2019 3:30 PM 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.CENTENNIAL CROSSINGPLAT 1SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMPER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMBER 25, 201920 30" CMPFL: 1007.52'30" CMPFL: 1007.95'FL: 1012.83'FL: 1013.58'FL: 1012.14'FL: 1011.04'FL: 1016.01'FL: 1002.20'SANITARY MANHOLERIM: 1018.668" PVC FL S IN: 1008.118" PVC FL W IN: 1007.868" PVC FL E OUT: 1007.81CITY MAPS CLAIM MANHOLELOCATED AROUND HERESANITARY MANHOLERIM: 1008.658" PVC FL W IN: 1003.358" PVC FL SE OUT: 1003.25SANITARY MANHOLERIM: 1009.9518" PVC FL SE IN: 1001.708" PVC FL NW IN: 1001.9518" PVC FL N OUT: 1001.45SANITARY MANHOLERIM: 1010.69NO DIP INFOSANITARY MANHOLERIM: 1019.1518" PVC FL E IN: 1004.098" PVC FL SW IN: 1004.5318" PVC FL NW OUT: 1004.05SANITARY MANHOLERIM: 1017.07SW-503RIM: 1019.43INTAKE: 1019.2315" RCP FL W IN: 1014.8324" RCP FL S IN: 1013.7824" RCP FL E OUT: 1013.93SW-501INTAKE: 1019.3015" RCP FL E OUT: 1015.45STORM MANHOLERIM: 1018.9824" RCP FL SW IN: 1011.5324" RCP FL W IN: 1011.5524" RCP FL NE OUT: 1011.43DRAINAGE INTAKESTORM MANHOLERIM: 1018.96NO DIP INFO?SW-503RIM: 1017.95INTAKE: 1017.9324" RCP FL N IN: 1013.4015" RCP FL W IN: 1013.9324" RCP FL S OUT: 1013.30SW-501INTAKE: 1017.9915" RCP FL E OUT: 1014.29SW-503RIM: 1019.34INTAKE: 1019.41DUAL 15" RCP FL E IN: NO DIP INFO15" RCP FL W IN: 1016.0624" RCP FL S OUT: 1015.29SW-501INTAKE: 1019.3815" RCP FL E OUT: 1016.28SANITARY MANHOLERIM: 1015.00NO DIP INFOFL: 1011.00'FL: 1011.62'FL: 1011.41'FL: 1011.24'72"RCP ARCH (C)72"RCP ARCH (C)4.5' X 6' RCB (C)S89°48'41"E 956.06'(M)N89°42'11"E 956.30'(R)S00°22'51"W 837.69'(M) S00°00'00"W 840.92'(R)N89°54'59"W 956.10'(M)S89°42'11"W 956.30'(R)N00°22'59"E 839.44'(M)N00°00'00"E 840.92'(R)EXISTINGPARKENTRANCEEXISTING10.0' TRAIL60.0' STORM SEWER SURFACEWATER FLOWAGE EASEMENTBK: 1999 PG: 212140.0' ROW EASEMENTBK: 462 PG: 31CENTURYLINK EASEMENTBK: 2014 PG:1797060.0' EASEMENTBK: 2001 PG: 63863GN-03EXISTING CONDITIONS25'50'0GRAPHIC SCALE100'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 1\GN-03.dwg 12/5/2019 3:31 PM 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.CENTENNIAL CROSSINGPLAT 1SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMPER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMBER 25, 201920EXISTING TREESTO BE REMOVEDEXISTING TREESTO BE REMOVEDEXISTING TREESTO BE REMOVEDEXISTING SANITARY SEWERLINE TO BE RELOCATEDEXISTING POWER POLE TO BE RELOCATED550 LF OF EXISTING FIELD FENCE TO BE REMOVED750 SF OF EXISTING TRAILTO BE REMOVED76 LF OF 18-INCH CURBAND GUTTER SAWCVUTAND REMOVALEXISTING TREESTO BE REMOVED340 SF OF EXISTING PAVEMENTTO BE SAWCUT, REMOVED ANDREPLACED 72"RCP ARCH (C)72"RCP ARCH (C)4.5' X 6' RCB (C)9,522 SF257,240 SF266,710 SF197,610 SF63,605 SF23,467 SF33,467 SF43,605 SF57,274 SF123,775 SF173,630 SF158,225 SF133,444 SF113,444 SF103,444 SF93,444 SF86,107 SF73,332 SF203,332 SF213,332 SF223,332 SF233,332 SF247,193 SF312,968 SF272,968 SF282,968 SF292,968 SF3028,510 SF329,100 SF18156.06'13 2 . 9 9 ' 12 5 . 4 4 ' 12 3 . 0 0 ' 12 5 . 4 4 ' 13 2 . 9 9 ' 1 2 3 . 0 0 ' 1 2 3 . 0 0 ' 1 2 3 . 0 0 ' 1 2 3 . 0 0 ' 1 2 3 . 0 0 ' 1 2 3 . 0 0 '128.03 '132.94'129.89'129.89'132.85'136.82'8.41'91.29' 119.00'37.00'30.71'28.00'119.00'28.00'119.00'28.00'119.00'28.00'119.00'28.00'119.00'79.81'68.13'106.00' 106.00'28.00'106.00'28.00'106.00'28.00'106.00'28.00'28.00'38.58'28.00'60.00'644.04'777.69'50.00'PLAT 1PLAT 2POOLCLUBHOUSE10,092 SF1454.62'70.91'28.04'28.04'28.04' 28.04' 43.89'43.18'68.72'28.00'28.00'28.00'28.00'49.65'84.11'4.83'28.00'28.00'28.00'28.00'33.05'80.78'145.99'146.30'66.84'28.00'68.48'24.00'57.14'28.00'28.00'28.00'28.00'28.00'80.21'119.00'24.00'106.00'194.41'24.00'128.34'182.04'29.04'28.14'28.14'29.04'10.95'49.65'28.00'23.29'28.00'28.00'28.00'42.12'37.81'2 8 .3 8 '2 8 .0 5 '2 3.05'28.11'58.18'5.00'30.05'11.07'11.07'132.34'164.83'65.02'38.1 2 '64.26'28.00'38,887 SFSTREET LOT 'C'20,958 SFSTREET LOT 'A'26.41'3,672 SF143,672 SF166.30'38,630 SFSTREET LOT 'B'68,253 SFOUTLOT 'Z'50.00'60.00'PEDESTRIAN BRIDGETO BE DESIGNEDBY OTHERSEXISTINGPARK ENTRANCECONNECT TOEXISTINGTRAILMONUMENT SIGNLOCATIONR30.0'R30.0'SUDAS TYPE ADRIVEWAYSUDAS TYPE ADRIVEWAYSE CAMDEN STREETSE CENTENNIAL PKWYR25.0'R25.0'8" PCC TO BE USEDFOR ENTRACE CONNECTEDTO SE LA GRANT PKWYR20.0'R20.0'MAILBOX PADLOCATIONMAILBOX PADSTORM SEWER EASEMENTEXISTING 60.0'EASEMENTBK:2001 PG: 6386EXISTING10.0' CENTURYLINK EASEMENTBK: 2014 PG:17970EXISTING 40.0' ROWEASEMENTBK:462 PG:31EXISTING 60.0' STORMSEWER SURFACEWATER FLOWAGE EASEMENTBK:1999 PG:212125.0' SETBACK & LANDSCAPEBUFFER25.0' SETBACK/ LANDSCAPE BUFFEREXISTING90.0' ROW50.0' INGRESS/EGRESS &PRIVATE INFRASTRUCTUREEASEMENTEXISTING 60.0' STORMSEWER SURFACEWATER FLOWAGE EASEMENTBK:1999 PG:212130.0' SANITARYSEWER EASEMENT15.0' WATERMAIN EASEMENT24.0' B-B / ROW24.0' B-B / ROWEXISTING10.0' TRAIL5.0'SIDEWALK8.0' TRAIL5.0' SIDEWALK15.0' SETBACK25.0'SETBACK15.0'SETBACK25.0' SETBACK & LANDSCAPE BUFFER20.0'SETBACK20.0' SETBACK15.0'SETBACK20.0' SETBACK20.0' SETBACK20.0' SETBACK20.0' SETBACK30.0' STORM AND SANITARYSEWER EASEMENT50.0' INGESS/EGRESS &RIVATE STORM SEWEREASEMENT30.0' SANITARY SEWEREASEMENT120.0' UNIVERSITYRIGHT OF WAY60.0' 1/2RIGHT OF WAY20.0' STORM SEWER & S.W.F.E.13.0' INGRESS/EGRESS &PRIVATE INFRASTRUCTUREEASEMENT20.0' STORMSEWER EASEMENT15.0' TRAIL &S.W.F.E25.0' TRAIL & S.W.F.EASEMENTTRAIL & S.W.F.EASEMENT20.0'S.W.F.E.PEDESTRIANUNDERPASS15.0' STORM& S.W.F.E.20.0' STORM& S.W.F.E.5' SIDEWALK20.0'SETBACK8.0' TRAIL20.0' PUBLIC TRAILEASEMENT25.0' SETBACK/ LANDSCAPE BUFFER4GN-04AND DIMENSION PLANGENERAL LAYOUT25'50'0GRAPHIC SCALE100'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 1\GN-04.dwg 12/5/2019 3:31 PM 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.CENTENNIAL CROSSINGPLAT 1SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMPER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMBER 25, 201920 72"RCP ARCH (C)72"RCP ARCH (C)4.5' X 6' RCB (C)PLAT 1PLAT 2POOLCLUBHOUSEWWWWWWWWDOGPARKEEEEEBBEEEEEEEEEEEEEEEESE CAMDEN STREETSE CENTENNIAL PKWY2952892832772712652592762822882943002701200121012201230124012501260127012801290130013101320133013501360137013401325ELM UNIT1,277 SF6.0'41.5'26.5'74.0'14.0'28.0'6.9'GARAGEPATIOUNITWALNUT UNIT1,439 SF17.1'19.4'36.5'6.0'27.3'20.8'20.0'5.3'11.2'54.0'GARAGEPATIOUNITBIRCH UNIT1,503 SF48.5'6.0'56.7'9.0'26.5'35.5'36.7'20.0'GARAGEUNITPATIO5GN-05UNIT LAYOUT25'50'0GRAPHIC SCALE100'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 1\GN-04.dwg 12/5/2019 3:32 PM 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.CENTENNIAL CROSSINGPLAT 1SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMPER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMBER 25, 201920UNIT SUMMARYWALNUT UNITS = 8ELM UNITS = 21BIRCH UNITS = 2TOTAL = 31 72"RCP ARCH (C)72"RCP ARCH (C)4.5' X 6' RCB (C)31302928272619202122232425181716151413121110987654321LOT APLAT 1PLAT 2POOLCLUBHOUSEOUTLOT Z101610161016 101610181017.23 TC1016.97 TC1016.60 TC1016.39 TC1016.18 TC1015.76 TC1015.57 TC1015.68 TC1015.91 TC1016.58 TC1016.18 TC1016.18 TC1017.00 FG1 0 1 7 . 0 0 F G1017.00 FG1 0 1 7 . 0 0 F G1017.00 FG1017.00 FG1017.00 FG1017.00 FG1017.00 FG1017.00 FG1017.00 FG1018.40 FG1018.40 FG1018.40 FG1019.40 FG1019.40 FG1010.89 FG1017.11 FG1017.73 FG1 0 1 8 . 3 4 F G 1 0 1 8 . 9 0 F G 1 0 1 9 . 4 3 F G 1 0 1 9 . 9 8 F G1016.68 FG1017.10 FG1016.77 FG1016.48 FG1017.14 FG1016.14 TC1016.35 TC1016.56 TC1016.77 TC1016.98 TC1017.19 TC1017.27 TC1017.06 TC1016.85 TC1016.64 TC1016.43 TC1010100610081012 1017.70 FG1017.70 FG1017.70 FG1 0 1 7 . 7 0 F G 1 0 1 7 . 7 0 F G 1018.10 FG1018.10 FG1018.10 FG1018.10 FG1 0 1 8 . 1 0 F G 1 0 1 8 . 1 0 F G1016.31 TC1015.86 TC1015.63 TC1015.95 TS1011.58 FG1015.07 FG14.36%1 8 . 7 8% 1 3 . 7 5% 1 4 . 4 6 %19.38%22.94%1015.91 TC1017.49 TC1017.97 TC1019.04 TC1018.76 TC1018.98 TC1018.74 TC1018.06 TC1017.64 TC1017.43 TC1016101610 1 6 10161 0 1 6 1 0 1 8 1018100610081010 1008 1012 1014 1016 1010101210141016 10141016101810 1 8 1018 1018 1018 SE CAMDEN STREETSE CENTENNIAL PKWY1.50%4.83%5.20%1011.56 FG1009.38 FG1017.70 FG1017.70 FG1 0 1 7 . 7 0 F G 1 0 1 7 . 7 0 F G 1 0 1 7 . 7 0 F G 1017.70 FG1018.10 FG1 0 1 8 . 1 0 F G1018.10 FG1018.10 FG1018.10 FG1018.10 FG1017.00 FG1 0 1 7 . 0 0 F G 1 0 1 7 . 0 0 F G1017.00 FG1017.00 FG1015.07 FG1017.00 FG1017.00 FG1015.97 TC1017.00 FG1017.00 FG1017.00 FG1017.00 FG1017.00 FG1017.00 FG1018.40 FG1018.40 FG1019.40 FG1019.40 FG1019.40 TS1018.40 FG10.21% 9.08% 8.08% 5.90% 4.96% 3.60% 12.05% 18.98% 26.72% 1.11% 8.40% 3. 3 5 % 6.71% 5.50% 3.43% 2.42%1.78%5. 0 6 %7.69%8.72% 7.23% 6.49%2.39%4.2 0 % 6.37% 4.1 8 % 4. 2 2 % 3. 6 7 % 1.8 1 % 2 . 4 1% 3 . 5 4% 5. 5 4% 4 . 4 8% 6 . 5 2%4.70%2.13%3.81%1 6 . 4 4 %18.49%19.48%18.00%3 6 . 6 7% 3 6 . 6 7% 3 6 . 6 7% 3 6 . 6 7% 1 5 . 9 5% 11.79% 15. 6 8 % 17. 5 3 % 24. 6 2 %1019.04 TC1019.01 FG1010.60 FG1 0 1 3 . 2 9 F G 1016.44 TC1016.18 TC1020.57 FG1020.44 FG1021.24 FG1019.92 FG1020.05 FG1020.05 FG1011.25 FG1011.63 FG20.86%1015.50 FG1 0 1 6 . 0 7 F G 1 0 1 6 . 0 4 F G 1 0 1 5 . 9 5 F GMGS1019.40MGS1019.40MGS1018.98MGS1018.40MGS1018.40MGS1018.40MGS1017.00MGS1017.00MGS1017.00MGS1017.00MGS1017.00MGS1017.00MGS1017.00MGS1017.00MGS1017.00MGS1017.00MGS1017.00MGS1017.00MGS1018.10MGS1018.10MGS1018.10MGS1018.10MGS1018.10MGS1018.10MGS1018.10MGS1017.70MGS1017.70MGS1017.70MGS1017.70MGS1017.70MGS1017.704 . 4 6%2.08%2.03%1.52%1.58%100-YR-1016.56100-YR-1015.68100-YR-1016.15100-YR-1015.496.22% 4.72%3.41% 9.13% 15.28%11.67%14.1 1 % 2.82%4.09%6. 2 6% 8.33%33.33%4.29%20.77%100 YR - 1016.457.57%12.35%18.74% 7. 6 2% 6.56% 4 . 8 1%6.86%4.44%OVERFLOWELEV: 1017.99 FGOVERFLOWELEV: 1015.84 FGOVERFLOWELEV: 1016.48 FGOVERFLOWELEV: 1016.63 FGOVERFLOWELEV: 1017.23 FG1010.66 FG1009.99 FG1010.18 FG1010.18 FG1010.19 FG1010.19 FG1010.19 FG1010.20 FG1010.81 FG1013.41 FG1013.72 FG1013.99 FG1014.65 FG1015.28 FG20' STORM SEWER AND SWFE30' BIKE TRAIL AND SWFE25' BIKE TRAIL AND SWFE14.44 %20.0' SWALEBOTTOM20.0' SWALEBOTTOM1 0 1 6 . 7 4 F G 1 0 1 7 . 3 0 F G 1017.86 FG1017.55 FG1016.99 FG1016.43 FG13.83%15.0'15.0'15.0'15.0'15.0'15.0'0.71%0.71%0.71%0.71%0.71%0.51%DETENTION BASIN100 YR ELEV: 1011.98101010081012101410161004.69 FG1004.50 FG1006.11 FG1010.59 FG1009.99 FG1005.00 FG1011.06 F G 1011.09 FG1 0 1 1 . 1 2 F G 1007.08 F G 1007.12 FGOVERFLOW PATH11.76%2 . 4 1%EXISTING STORM TILE LINE TO BELEFT IN PLACE DURING CONSTRUCTION,IF TILE LINE IS DAMAGED CONTRACTORTO REPLACEEXISTING STORM TILE LINE TO BELEFT IN PLACE DURING CONSTRUCTION,IF TILE LINE IS DAMAGED CONTRACTORTO REPLACE0.83%1.65%0.86%0.36%100-YR-1013.011015.66 TC1014.43 TSGRADING NOTES:1) REAR YARD DRAINAGE SWALES SHALL BE 2.0% MINIMUMRUNNING SLOPE.2) SITE SHALL BE GRADED SO LOCALIZED PONDING DOES NOTOCCUR.3) SILT FENCE AND OTHER EROSION CONTROL METHODS ARETO BE INSTALLED PER THE SWPPP AND SUDAS STANDARDS.6GR-01GRADING PLAN25'50'0GRAPHIC SCALE100'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 1\Grading.dwg 12/5/2019 3:32 PM 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.CENTENNIAL CROSSINGPLAT 1SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMPER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMBER 25, 201920 72"RCP ARCH (C)72"RCP ARCH (C)4.5' X 6' RCB (C)31302928272619202122232425181716151413121110987654321LOT APLAT 1PLAT 2POOLCLUBHOUSEOUTLOT ZSE CAMDEN STREETSE CENTENNIAL PKWYDDUMPSTER (1)WBLINED OR ROLL OFF WASH OUT(50' MIN. FROM INTAKES) (1)STAGING AREA /EQUIPMENT STORAGE (1)ROCK ENTRANCE24' x 60 'PORTABLE RESTROOM (1)PROPOSEDSTOCKPILEPROPOSEDSTOCKPILESAPPROXIMATE LIMITSOF DISTURBANCE ≈ 6.15 ACFES-600, FESFES-401, 18" FESFES-905B, 24" FESDISCHARGE POINT, DISCHARGESTO SUGAR CREEK IMMEDIATELYNORTH OF UNIVERSITY AVE7GR-02CONTROL SHEETSEDIMENT & EROSION25'50'0GRAPHIC SCALE100'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 1\Grading.dwg 12/5/2019 3:32 PM 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.CENTENNIAL CROSSINGPLAT 1SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMPER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMBER 25, 201920NOTES:1)THIS SEDIMENT AND EROSION CONTROL SHEET IS FOR INFORMATIONAL PURPOSES ONLY AND IS SUPPLEMENTAL TO THESTORM WATER POLLUTION PREVENTION PLAN THAT IS NOT PREPARED AT THE TIME OF THIS WRITING. WHERE DISCREPANCIESOR OMISSIONS OCCUR, THE SWPPP AS PREPARED SHOULD GOVERN.2)STABILIZATION OF DISTURBED AREAS MUST, AT A MINIMUM, BE INITIATED IMMEDIATELY WHENEVER ANY CLEARING, GRADING,EXCAVATING OR OTHER EARTH DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED ON ANY PORTION OF THE SITE ORTEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS.3)UPON COMPLETION OF THE PROJECT, ALL REMAINING BARE SOIL AREAS WILL BE SEEDED WITH SUDAS SEED MIX TYPE 4 ANDSTRAW MULCHED UNTIL HOME CONSTRUCTION BEGINS. ≈ 5.5 AC SEEDING.4)WET SAW CUTTING IS A PROHIBITED DISCHARGE THAT WILL NOT BE ALLOWED TO ENTER ANY STORM INTAKES, STORMSEWER, DRAINAGE WAY OR ANY OTHER WATER OF THE STATE.5)NO DEWATERING PRACTICES ARE ANTICIPATED WITH THIS PROJECT.BEST MANAGEMENT PRACTICES NOTEBMPS ARE DISCUSSED IN MORE DETAIL IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND WILL INCLUDE: GOODHOUSEKEEPING, PREVENTATIVE MAINTENANCE, VISUAL INSPECTIONS, SPILL PREVENTION AND RESPONSE, SENTIMENT AND ERSOIONPREVENTION, TRADITIONAL STORM WATER MANAGEMENT PRACTICES, BMPS TO ADDRESS PARTICULAR POLLUTANT SOURCES,EMPLOYEE TRAINING, AND RECORD KEEPING AND REPORTING.LEGEND:SILT FENCE2300 LFBELOW GRADE INTAKE 10 EACHPROTECTION (POST PAVING)SILT FENCE OR MULCH LOG700 LFSTANDPIPE1 EACHDISCHARGE LOCATION1 EACHS1010.20 (UNIVERSITY CENTERLINE)PROPOSED 60"CMP STANDPIPE1007.50PROPOSED 66-IN CMP STORM2.0-INCH PERFORATIONSFOUR HOLES PER ROW1008.501004.501006.501005.50DDD 313019181716151413121110987654321LOT APLAT 1PLAT 2CLUBHOUSEOUTLOT Z+700 00 +701 00 +702 00 +703 00 +704 00 +705 00+706 00+707 00+70800+70884P-701, 18" TRUSS PVCSSMH-700, SW-303PIPE STA: 708+84.12N: 7491262.49E: 18459064.55SSMH-701, SW-301PIPE STA: 707+66.13N: 7491316.67E: 18458959.74P-702, 18" TRUSS PVCSSMH-702, SW-303PIPE STA: 701+03.35N: 7491566.81E: 18458808.12SE LA GRANT PKWYCRITCAL CROSSINGLOCATIONSE CENTENNIAL PKWYEXISTING 60.0' STORM SEWERSURFACE WATER FLOWAGEEASEMENT15.0' WATER MAINEASEMENT30.0' SANITARYSEWER EASEMENTAPPROXIMATELY 393' LFOF 15" SANITARY SEWERPIPE TO BE ABANDONEDSSMH-801, SW-303PIPE STA: 800+04.43N: 7491732.79E: 18458668.27APPROXIMATELY 176' LFOF 2 IN. RIGID FOAM INSULATIONTO BE INSTALLED OVEREXISTING SANITARY SEWER PIPEEX-SSMH-01, SW-301PIPE STA: 8+71.58N: 7491929.00E: 18458502.93SSMH-101, SW-303PIPE STA: 100+00.00N: 7491881.00E: 18458543.38995100010051010101510201025995100010051010101510201025700+001009.38 EG 1010.05 FG 1009.20 FG 1009.48 EG701+001009.25 EG 1007.77 FG 1005.62 FG 1009.32 EG702+001009.89 EG 1005.96 FG 1009.33 FG 1010.07 EG703+001010.79 EG 1011.09 FG 1012.67 FG 1011.60 EG704+001012.16 EG 1013.06 FG 1013.13 FG 1012.65 EG705+001013.12 EG1013.14 FG1013.09 FG1012.92 EG706+001012.69 EG1012.96 FG1011.02 FG1012.71 EG707+001012.89 EG1010.53 FG1011.12 FG1012.87 EG708+001013.43 EG FG FG1013.85 EG708+841019.07 EG FG SSMH-700 (SW-303, 60" DIA.)PIPE STA = 708+84.12RIM = 1019.07 (15.08' DEPTH)INV. IN (SW) = 1004.53 P-89INV. IN (E) = 1004.09 P-90INV. OUT (NW) = 1003.99 P-701INV. OUT (NW) = 1004.05 EX-100P-70118" TRUSS PVC113' @ 0.21%SSMH-701 (SW-301, 48" DIA.)PIPE STA = 707+66.13RIM = 1010.80 (7.15' DEPTH)INV. IN (SE) = 1003.74 P-701INV. OUT (NW) = 1003.64 P-702P-70218" TRUSS PVC289' @ 0.20%SSMH-702 (SW-303, 48" DIA.) PIPE STA = 701+03.35 RIM = 1012.96 (9.91' DEPTH) INV. IN (SE) = 1003.05 P-702BOTTOM OF PIPEELEV: 1003.50TOP OF PIPEELEV: 1002.00FLOWLINEELEV: 1004.058" PVCREMOVE AND REPLACEEXISTING SANITARY SEWERMANHOLE. SUDAS SW-303,FIGURE 6010.303L-905B (Storm)24" RCPBOTTOM OF PIPEELEV: 1006.31TOP OF PIPEELEV: 1003.89SSMH-101, SW-303STA = 100+00.00RIM = 1009.12INV. IN (SW) = 1002.12 P-101APPROXIMATELY 176.0' LF OF 2 IN. RIDGIDFOAM INSULATION TO BE INSTALLEDOVER EXISTING SANITARY SEWER PIPEFLOWLINEELEV: 1002.95EX-SSMH-01, SW-301 STA = 8+71.58 EXISTING RIM = 1009.38 INV. IN (SE) = 1001.70 EX-100 INV. IN (NW) = 1001.95 P-106 INV. OUT (N) = 1001.45 EX-01ADJUSTED RIMELEV: 1010.05L-501 (Storm)24" RCPBOTTOM OF PIPEELEV: 1005.25TOP OF PIPEELEV: 1003.36SSMH-801 (SW-303, 48" DIA.) PIPE STA = 800+04.43 RIM = 1009.63 (6.74' DEPTH) INV. IN (NE) = 1002.89 P-801215' @ 0.27%18" PVCEX-100194' @ 0.27%18" PVCEX-10060' @ 0.27%18" PVCEX-100995100010051010101510201025995100010051010101510201025800+001009.94 EG 1008.21 FG 1015.06 FG 1013.96 EG 801+001016.76 EG 1016.04 FG 801+391018.29 EG 1015.33 FG SSMH-801 (SW-303, 48" DIA.) PIPE STA = 800+04.43 RIM = 1009.63 (6.74' DEPTH) INV. IN (NE) = 1002.89 P-801 P-8018" TRUSS PVC130' @ 1.00%SSMH-802 (SW-301, 48" DIA.) PIPE STA = 501+79.05 RIM = 1015.33 (11.10' DEPTH) INV. IN (N) = 1004.48 P-502 INV. IN (SE) = 1004.48 P-503 INV. OUT (SW) = 1004.23 P-801FLOWLINEELEV: 1002.398" PVCBOTTOM OF PIPEELEV: 1007.85TOP OF PIPEELEV: 1004.813119201716151413121110987PLAT 1+80000+80100+80139+40200+4 0 3 0 0SSMH-801, SW-303PIPE STA: 800+04.43RP-400 STA: 402+66.01, OFF: 140.6 RN: 7491732.79E: 18458668.27P-801 , 8 " TRUSS PVCSSMH-802, SW-301PIPE STA: 501+79.05RP-400 STA: 402+66.69, OFF: 6.2 RN: 7491791.53E: 18458789.24SE CENTENNIAL PKWY30.0' STORM ANDSANITARY SEWEREASEMENT50.0' INGRESS/EGRESS &PRIVATE INFRASTRUCTUREEASEMENT8SS-01PLAN AND PROFILESANITARY SEWER20'40'0GRAPHIC SCALE80'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 1\Sanitary.dwg12/5/2019 3:33 PM 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.CENTENNIAL CROSSINGPLAT 1SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMPER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMBER 25, 201920NORTH 313029282726192021222318171615141312111098765432LOT APLAT 1PLAT 2P O O L CLUBHOUSE+50000+50100+502 00+503 00 +504 00 +505 00 +505 32 +15+40000+40100+402 00+403 00+404 00 +405 00 +40600SSMH-504, SW-301PIPE STA: 505+31.56RP-400 STA: 406+19.92, OFF: 0.1 LN: 7491542.36E: 18459026.23SSMH-503, SW-301PIPE STA: 504+03.61RP-400 STA: 404+90.47, OFF: 6.0 RN: 7491605.41E: 18458914.89SSMH-802, SW-301PIPE STA: 501+79.05RP-400 STA: 402+66.69, OFF: 6.2 RN: 7491791.53E: 18458789.24SSMH-501, SW-301PIPE STA: 500+00.00RP-400 STA: 400+88.38, OFF: 0.0N: 7491968.56E: 18458768.99P-504, 8" TRUSS PVCP-503, 8" TRUSS PVCP-502, 8" TRUSS PVCP-501, 8" TRUSS PVCSSMH-502, SW-301PIPE STA: 501+05.27RP-400 STA: 401+93.79, OFF: 0.0 LN: 7491863.35E: 18458772.33SE UNIVERSITY AVE.SE LA GRANT PKWYCRITICAL CROSSINGLOCATIONCRITICAL CROSSINGLOCATIONSE CAMDEN STREETSE CENTENNIAL PKWY50.0' INGRESS/EGRESS &PRIVATE INFRASTRUCTUREEASEMENTCRITICAL CROSSINGLOCATIONSS-500995100010051010101510201025995100010051010101510201025500+001016.71 EG1016.38 FG1016.35 FG1016.87 EG501+001017.48 EG1015.89 FG1015.48 FG1018.04 EG502+001018.57 EG1015.43 FG1015.77 FG1018.49 EG503+001017.61 EG1016.13 FG 1016.50 FG 1016.32 EG 504+001015.96 EG 1016.86 FG 1017.16 FG 1016.02 EG 505+001016.55 EG 1017.89 FG 505+321017.14 EG 1018.80 FG SSMH-502 (SW-301, 48" DIA.)PIPE STA = 501+05.27RIM = 1015.85 (10.64' DEPTH)INV. IN (E) = 1005.47 P-601INV. IN (N) = 1005.47 P-501INV. OUT (S) = 1005.22 P-502 SSMH-504 (SW-301, 48" DIA.) PIPE STA = 505+31.56 RIM = 1018.80 (7.13' DEPTH) INV. OUT (NW) = 1011.66 P-504P-5048" TRUSS PVC124' @ 1.50%SSMH-503 (SW-301, 48" DIA.) PIPE STA = 504+03.61 RIM = 1016.89 (7.24' DEPTH) INV. IN (SE) = 1009.74 P-504 INV. OUT (NW) = 1009.64 P-503P-5038" TRUSS PVC221' @ 2.30%SSMH-802 (SW-301, 48" DIA.)PIPE STA = 501+79.05RIM = 1015.33 (11.10' DEPTH)INV. IN (N) = 1004.48 P-502INV. IN (SE) = 1004.48 P-503INV. OUT (SW) = 1004.23 P-801P-5028" TRUSS PVC70' @ 1.00%P-5018" TRUSS PVC101' @ 2.00%SSMH-501 (SW-301, 48" DIA.)PIPE STA = 500+00.00RIM = 1016.38 (8.81' DEPTH)INV. OUT (S) = 1007.57 P-501L-1101 (Storm)15" RCPBOTTOM OF PIPEELEV: 1010.73TOP OF PIPEELEV: 1005.26BOTTOM OF PIPEELEV: 1012.24TOP OF PIPEELEV: 1007.54BOTTOM OF PIPEELEV: 1012.55TOP OF PIPEELEV: 1009.89BOTTOM OF PIPEELEV: 1009.17TOP OF PIPEELEV: 1006.62L-905A (Storm)24" RCPL-908 (Storm)15" RCP8" PVCSS-600100010051010101510201025100010051010101510201025600+001017.53 EG 1015.85 FG 1015.86 FG 1018.61 EG 601+001018.49 EG 1016.25 FG 1016.64 FG 1018.09 EG 602+001017.59 EG 1017.03 FG 602+301017.48 EG 1017.26 FG SSMH-601 (SW-301, 48" DIA.) PIPE STA = 602+29.71 RIM = 1017.26 (6.85' DEPTH) INV. OUT (W) = 1010.41 P-601P-6018" TRUSS PVC226' @ 2.15%SSMH-502 (SW-301, 48" DIA.) PIPE STA = 501+05.27 RIM = 1015.85 (10.64' DEPTH) INV. IN (E) = 1005.47 P-601 INV. IN (N) = 1005.47 P-501 INV. OUT (S) = 1005.22 P-502 L-904 (Storm)15" RCPBOTTOM OF PIPEELEV: 1011.31TOP OF PIPEELEV: 1007.123130292827261920212223242518171615141312+600 00 +601 00 +602 00 +602 30 SSMH-601, SW-301PIPE STA: 602+29.71RP-500 STA: 502+30.21, OFF: 0.0 RN: 7491865.56E: 18459002.04SSMH-502, SW-301PIPE STA: 501+05.27RP-500 STA: 500+00.52, OFF: 3.0 RN: 7491863.35E: 18458772.33P-601, 8" TRUSS PVCSE UNIVERSITY AVE.SE LA GRANT PKWY CRITICAL CROSSINGLOCATIONSE CAMDEN STREET(RP-500)50.0' INGRESS/EGRESS &PRIVATE INFRASTRUCTUREEASEMENT9SS-02PLAN AND PROFILESANITARY SEWER20'40'0GRAPHIC SCALE80'N:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 1\Sanitary.dwg12/5/2019 3:34 PM 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.CENTENNIAL CROSSINGPLAT 1SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMPER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMBER 25, 201920NORTHNORTH +90000+901 00+90200+903 00 +904 00 +90463313029282726192021222324181716151413121110987654LOT APLAT 1PLAT 2PO O L CLU B H O U S EINT-900, SW-501PIPE STA: 900+00.50RP-400 STA: 400+72.9, OFF: 12.0 RN: 7491984.10E: 18458757.04INT-901, SW-503PIPE STA: 900+24.50RP-400 STA: 400+72.9, OFF: 12.0 LN: 7491984.02E: 18458781.04L-902, 15" RCPSTMH-902, SW-401PIPE STA: 901+13.10RP-400 STA: 401+60.0, OFF: 14.2 LN: 7491897.41E: 18458783.09L-903, 15" RCPINT-903, SW-503PIPE STA: 901+53.24RP-500 STA: 500+45.1, OFF: 12.0 LN: 7491878.18E: 18458816.92INT-904, SW-503PIPE STA: 901+77.24RP-500 STA: 500+45.1, OFF: 12.0 RN: 7491854.18E: 18458816.84L-901, 15" RCPL-904, 15" RCP+50000+50100+50200+400 00+401 00+402 00+403 00 +404 00 +405 00 +40600SE UNIVERSITY AVE.SE CAMDEN STREET(RP-500)SE CENTENNIAL PKWYCRITICALCROSSING50.0' INGRESS/EGRESS &PRIVATE INFRASTRUCTUREEASEMENTINT-905, SW-506LPIPE STA: 902+26.26RP-400 STA: 402+58.0, OFF: 12.0 LN: 7491807.03E: 18458801.98L-906, 15" RCPINT-906, SW-503PIPE STA: 903+34.43RP-400 STA: 403+68.7, OFF: 12.0 LN: 7491715.76E: 18458860.45L-907, 15" RCPINT-907, SW-503PIPE STA: 904+38.62RP-400 STA: 404+70.9, OFF: 12.0 LN: 7491631.71E: 18458918.58L-908, 15" RCPINT-908, SW-501PIPE STA: 904+62.62RP-400 STA: 404+70.9, OFF: 12.0 RN: 7491618.06E: 18458898.84CRITICALCROSSINGCRITICALCROSSINGST-900995100010051010101510201025995100010051010101510201025900+001016.06 EG1016.35 FG1016.63 FG1017.30 EG901+001017.57 EG1016.53 FG1016.19 FG1018.50 EG902+001018.69 EG1016.19 FG1015.78 FG1018.85 EG903+001018.57 EG1016.08 FG 1016.40 FG 1017.79 EG 904+001016.59 EG 1016.69 FG 1016.85 FG 1016.06 EG 904+631015.88 EG 1016.98 FG INT-904, SW-503STA = 901+77.24RIM = 1015.98INV. IN (N) = 1011.46 L-904INV. OUT (S) = 1011.36 L-905INT-903, SW-503STA = 901+53.24RIM = 1015.98INV. IN (NW) = 1011.68 L-903INV. OUT (S) = 1011.58 L-904STMH-902 (SW-401, 48" DIA.)PIPE STA = 901+13.10RIM = 1016.29 (4.43' DEPTH)INV. IN (N) = 1011.91 L-902INV. OUT (SE) = 1011.86 L-903L-90215" RCP84' @ 0.50%L-90115" RCP23' @ 0.50%INT-900, SW-501STA = 900+00.50RIM = 1016.36INV. OUT (E) = 1012.57 L-901TOP OF PIPEELEV: 1009.97BOTTOM OF PIPEELEV: 1011.568" PVCBOTTOM OF PIPEELEV: 1011.29TOP OF PIPEELEV: 1007.15BOTTOM OF PIPEELEV: 1012.54TOP OF PIPEELEV: 1009.94L-90815" RCP23' @ 0.50%L-90715" RCP100' @ 0.50%L-90615" RCP108' @ 0.75%L-90315" RCP35' @ 0.50%L-90415" RCP21' @ 0.50%L-90515" RCP43' @ 0.50%INT-905, SW-506LSTA = 902+26.26RIM = 1015.57INV. IN (N) = 1011.15 L-905INV. IN (SE) = 1011.15 L-906INV. OUT (SW) = 1011.05 L-905AINT-906, SW-503 STA = 903+34.43 RIM = 1016.21 INV. IN (SE) = 1012.06 L-907 INV. IN (SW) = 1012.34 L-1101 INV. IN (E) = 1012.64 L-1102 INV. OUT (NW) = 1011.96 L-906 INT-907, SW-503 STA = 904+38.62 RIM = 1016.62 INV. IN (SW) = 1012.65 L-908 INV. OUT (NW) = 1012.55 L-907 INT-908, SW-501STA = 904+62.62RIM = 1016.97INV. OUT (NE) = 1012.76 L-908INT-901, SW-503STA = 900+24.50RIM = 1016.36INV. IN (W) = 1012.45 L-901INV. IN (E) = 1012.77 L-900AINV. OUT (S) = 1012.34 L-902P-601 (Sanitary)8" TRUSS PVCP-503 (Sanitary)8" TRUSS PVC8" PVC+10000+10100+10172313029282717161514131211109876LOT APLAT 1PLAT 2+40200+ 4 0 3 0 0 + 4 0 4 00 + 4 0 5 0 0 FES-905B, 24" FESPIPE STA: 100+02.75N: 7491736.80E: 18458653.42INT-905A, SW-505PIPE STA: 101+43.08RP-400 STA: 402+58.0, OFF: 12.0 RN: 7491797.13E: 18458780.12INT-905, SW-506LPIPE STA: 902+26.26RP-400 STA: 402+58.0, OFF: 12.0 LN: 7491807.03E: 18458801.98SE CENTENNIAL PKWY(RP-400)CRITICAL CROSSINGLOCATIONL-905B , 24 " RCP50.0' INGRESS/EGRESS &PRIVATE INFRASTRUCTUREEASEMENT995100010051010101510201025995100010051010101510201025100+001009.94 EG 1006.28 FG 1014.52 FG 1013.15 EG 101+001016.07 EG 1015.40 FG 1015.36 FG 1018.20 EG 101+721018.70 EG 1015.75 FG FES-905B, 24" FES PIPE STA = 100+02.75 INT-905A, SW-505STA = 101+43.08RIM = 1015.57INV. IN (NE) = 1010.93 L-905AINV. OUT (SW) = 1010.49 L-905BINT-905, SW-506L STA = 902+26.26 RIM = 1015.57 INV. IN (N) = 1011.15 L-905 INV. IN (SE) = 1011.15 L-906 INV. OUT (SW) = 1011.05 L-905AP-503 (Sanitary)8" TRUSS PVCFLOWLINEELEV: 1006.28BOTTOM OF PIPEELEV: 1010.72TOP OF PIPEELEV: 1005.26L-905B24" RCP135' @ 3.00%L-905A24" RCP23' @ 0.50%EX-100 (Sanitary)18" PVCBOTTOM OF PIPEELEV: 1006.30TOP OF PIPEELEV: 1003.908" PVCBOTTOM OF PIPEELEV: 1010.10TOP OF PIPEELEV: 1008.6010ST-01PLAN AND PROFILESTORM SEWER20'40'0GRAPHIC SCALE80'N:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 1\Storm.dwg 12/5/2019 3:35 PM 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.CENTENNIAL CROSSINGPLAT 1SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMPER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMBER 25, 201920NORTHNORTH**NOTE: PIPE L-903 TO BE CENTERED OVER WATERMAIN AND TO HAVE GASKETED JOINTS****NOTE: PIPE L-905B TO BE CENTERED OVERWATER MAIN AND TO HAVE GASKETED JOINTS** +10000+101 00+102 00+102 03 31302928272612111098765LOT APOOLCLUBHOUSE+40300+40400+40500+406 00 INT-1101, SW-501PIPE STA: 100+00.50RP-400 STA: 403+68.7, OFF: 12.0 RN: 7491702.10E: 18458840.71L-1101, 15" RCPINT-906, SW-503PIPE STA: 903+34.43RP-400 STA: 403+68.7, OFF: 12.0 LN: 7491715.76E: 18458860.45L-1102, 15" RCPINT-1102, SW-512PIPE STA: 100+74.09N: 7491734.73E: 18458906.14SE CENTENNIAL PKWYSE LA GRANT PKWYCRITICALCROSSING50.0' INGRESS/EGRESS &PRIVATE INFRASTUCTUREEASEMENTINT-1103, SW-512PIPE STA: 101+98.43N: 7491748.58E: 18459029.71L-1103, 15" RCP995100010051010101510201025995100010051010101510201025100+001017.99 EG1016.23 FG1016.06 FG1018.08 EG101+001017.77 EG1016.39 FG1017.59 FG1017.73 EG102+001017.83 EG1015.97 FG102+031017.87 EG1016.04 FG INT-906, SW-503STA = 903+34.43RIM = 1016.21INV. IN (SE) = 1012.06 L-907INV. IN (SW) = 1012.34 L-1101INV. IN (E) = 1012.64 L-1102INV. OUT (NW) = 1011.96 L-906INT-1101, SW-501STA = 100+00.50RIM = 1016.21INV. OUT (NE) = 1012.46 L-1101L-110115" RCP23' @ 0.50%L-110215" RCP45' @ 0.50%INT-1102 (SW-512, 24" DIA.)PIPE STA = 100+74.09RIM = 1015.50 (2.63' DEPTH)INV. IN (E) = 1012.97 L-1103INV. OUT (W) = 1012.87 L-1102BOTTOM OF PIPEELEV: 1012.23TOP OF PIPEELEV: 1007.49P-505 (Sanitary)8" PVCINT-1103, SW-512STA = 101+98.43RIM = 1015.95INV. OUT (W) = 1013.59 L-1103L-110315" RCP122' @ 0.50%+100 00 +101 00 +102 00 +102 2919202122232425 +40000+40100+40200INT-901, SW-503PIPE STA: 900+24.50RP-400 STA: 400+72.9, OFF: 12.0 LN: 7491984.02E: 18458781.04INT-900B, SW-512PIPE STA: 102+21.67RP-400 STA: 400+75.3, OFF: 231.0 LN: 7491980.90E: 18459000.05SE UNIVERSITY AVE.SE CENTENNIAL PKWY (RP-400)50.0' INGRESS/EGRESS &PRIVATE INFRASTRUCTUREEASEMENTL-900A, 15" RCPINT-900A, SW-512PIPE STA: 100+22.64RP-400 STA: 400+75.0, OFF: 32.0 LN: 7491981.81E: 18458801.03L-900B, 15" RCP1005101010151020102510051010101510201025100+001016.83 EG 1016.05 FG 1016.58 FG 1017.50 EG 101+001017.46 EG 1017.57 FG 1017.47 FG 1017.35 EG 102+001017.29 EG 1016.54 FG 102+291017.37 EG 1016.15 FG INT-900B (SW-512, 24" DIA.) PIPE STA = 102+21.67 RIM = 1016.07 (2.12' DEPTH) INV. OUT (W) = 1013.95 L-900BL-900B15" RCP197' @ 0.50%INT-900A (SW-512, 24" DIA.)PIPE STA = 100+22.64RIM = 1016.04 (3.19' DEPTH)INV. IN (E) = 1012.95 L-900BINV. OUT (W) = 1012.85 L-900AL-900A15" RCP16' @ 0.50%INT-901, SW-503 STA = 900+24.50 RIM = 1016.36 INV. IN (W) = 1012.45 L-901 INV. IN (E) = 1012.77 L-900A INV. OUT (S) = 1012.34 L-902 9909951000100510101015102099099510001005101010151020100+001010.26 EG FG 1008.83 FG 1007.61 EG 101+001008.09 EG 1004.52 FG101+121008.17 EG 1004.58 FG FLOWLINEELEV: 1004.50FLOWLINEELEV: 1004.00APPROXIMATE LOCATIONOF EXISTING WATER LINECONTRACTOR TO FIELDVERIFY DEPTH AND LOCATIONL-10066" CMP69' @ 0.65%FES-101, 66" FES PIPE STA = 100+92.01EX-01 (Sanitary)18" PVCBOTTOM OF PIPEELEV: 1004.41TOP OF PIPEELEV: 1002.804.5' X 6 ' RCB (C) +100 00 +101 00 +101 12 18SE U N I V E R S I T Y A V E .L-100, 66" CMPFES-101, 66" FESPIPE STA: 100+92.01N: 7491987.47E: 18458514.3811ST-02PLAN AND PROFILESTORM SEWER20'40'0GRAPHIC SCALE80'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 1\Storm.dwg 12/5/2019 3:35 PM 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.CENTENNIAL CROSSINGPLAT 1SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMPER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMBER 25, 201920NORTHNORTH +40000+401 00+402 00+402 691920212218171615 +40000+40100+40200SE UNIVERSITY AVE.FES-401, 18" FESPIPE STA: 400+07.18N: 7491987.07E: 18458589.99L-401, 15" RCP INT-402, SW-512PIPE STA: 400+59.78N: 7492032.78E: 18458616.01FES-403, 18" FESPIPE STA: 401+74.82RP-400 STA: 400+23.1, OFF: 38.2 RN: 7492034.01E: 18458731.05L-402, 18" RCPFES-404, 18" FESPIPE STA: 402+50.30RP-400 STA: 400+22.0, OFF: 37.3 LN: 7492034.86E: 18458806.52SE CENTENNIAL PKWY995100010051010101510201025995100010051010101510201025400+001008.19 EG1004.96 FG1010.85 FG1009.74 EG401+001010.07 EG1010.69 FG1011.19 FG1010.99 EG402+001011.36 EG1015.14 FG1012.54 FG1012.42 EG402+691013.23 EG FG FLOWLINEELEV: 1005.00FLOWLINEELEV: 1012.43FLOWLINEELEV: 1011.44L-40115" RCP45' @ 3.00%INT-402, SW-512STA = 400+59.78RIM = 1010.30INV. IN (W) = 1006.68 L-1201INV. OUT (SW) = 1006.58 L-401FES-401, 18" FESPIPE STA = 400+07.18FES-403, 18" FESPIPE STA = 401+74.82FES-404, 18" FESPIPE STA = 402+50.30L-40218" RCP63' @ 1.31%10001005101010151020100010051010101510201200+001007.96 EG 1010.12 FG 1010.91 FG 1007.96 EG 1201+001009.80 EG 1010.65 FG 1201+151010.02 EG 1010.40 FG INT-1201 (SW-512, 18" DIA.) PIPE STA = 1200+00.00 RIM = 1010.12 (2.66' DEPTH) INV. OUT (E) = 1007.46 L-1201 L-120112" RCP102' @ 0.75%INT-402 (SW-512, 36" DIA.) PIPE STA = 400+59.78 RIM = 1010.30 (3.72' DEPTH) INV. IN (W) = 1006.68 L-1201 INV. OUT (SW) = 1006.58 L-401 +1200 00 +1201 00 +1201 15 181716L-1201, 12" RCPINT-1201, SW-512PIPE STA: 1200+00.00N: 7492041.41E: 18458512.09SE UNIVERSITY AVE.INT-402, SW-512, 36" DIA.PIPE STA: 400+59.78N: 7492032.78E: 18458616.014.5' X 6' RCB (C)+607 00 +608 00 +608 39 +201 00 + 2 0 2 0 0 + 2 0 2 3 1 SE UNIVERSITY AVE.FES-203, FESPIPE STA: 201+83.86N: 7492031.00E: 18458413.02L-202, 30" RCPSTMH-601, SW-401PIPE STA: 607+56.91N: 7491993.50E: 18458440.78L-601, 36" RCPFES-600, FESPIPE STA: 608+31.11N: 7491974.45E: 18458512.50995100010051010101510201006.27 FG 1006.70 EG 202+001008.53 EG 1009.96 FG 202+311008.84 EG 1010.00 FG ELEV: 1006.55FES-203, FES PIPE STA = 201+83.86L-20230" RCP37' @ 1.00%STMH-601 (SW-401, 84" DIA.) PIPE STA = 607+56.91 RIM = 1010.00 (4.79' DEPTH) INV. IN (W) = 1005.31 L-602 INV. IN (NW) = 1005.63 L-202 INV. OUT (E) = 1005.21 L-601FLOWLINEELEV: 1006.1012" PVCBOTTOM OF PIPEELEV: 1005.61TOP OF PIPEELEV: 1003.0599510001005101010151020FES-201, FES 9951000100510101015102010251010.00 FG 1008.72 EG 608+001008.62 EG 1008.21 FG 608+391008.22 EG 1004.60 FG L-60136" RCP65' @ 0.70%FES-600, FES PIPE STA = 608+31.11 FLOWLINEELEV: 1004.69STMH-601 (SW-401, 84" DIA.) PIPE STA = 607+56.91 RIM = 1010.00 (4.79' DEPTH) INV. IN (W) = 1005.31 L-602 INV. IN (NW) = 1005.63 L-202 INV. OUT (E) = 1005.21 L-601EX-01 (Sanitary)18" PVCBOTTOM OF PIPEELEV: 1004.41TOP OF PIPEELEV: 1002.86995100010051010101510201025600+001024.66 EG 1021.30 FG 12ST-03PLAN AND PROFILESTORM SEWER20'40'0GRAPHIC SCALE80'N:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 1\Storm.dwg 12/5/2019 3:36 PM 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.CENTENNIAL CROSSINGPLAT 1SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMPER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMBER 25, 201920NORTH**NOTE: PIPE L-202 TO BE CENTERED OVER WATERMAIN AND TO HAVE GASKETED JOINTS** 313029282726192021222324181716151413121110987654321LOT APOOLCLUBHOUSEOUTLOT Z+40000+40100+402 00 +403 00+404 00 +405 00 + 40 6 00 + 40 7 00 + 40 7 10 + 40 0 00 + 40 1 00 +402 00 +403 00 +404 00+405 00+40600+40699FT-411 (22.5° BEND)PIPE STA: 405+68.34RP-400 STA: 401+84.22, OFF: 21.4 RN: 7491870.03E: 18458749.66FT-408 (22.5° BEND)PIPE STA: 404+64.20RP-400 STA: 402+80.98, OFF: 20.0 RN: 7491771.73E: 18458784.04FT-404 (22.5° BEND)PIPE STA: 401+19.63RP-400 STA: 406+08.41, OFF: 22.4 RN: 7491522.29E: 18459010.33FT-405 (22.5° BEND)PIPE STA: 401+77.73RP-400 STA: 405+57.42, OFF: 21.1 RN: 7491544.72E: 18458956.73FT-406 (22.5° BEND)PIPE STA: 402+32.81RP-400 STA: 405+08.75, OFF: 19.8 RN: 7491581.43E: 18458915.67FT-401 (8" TEE)PIPE STA: 400+80.36RP-400 STA: 406+43.48, OFF: 19.0 RN: 7491522.03E: 18459049.60GV-403 (8" GATE VALVE)PIPE STA: 400+82.84RP-400 STA: 406+41.0, OFF: 19.0 RN: 7491522.04E: 18459047.118" PVC8" PVC8" PVC8" PVC 8" PVC8" PVCFT-412 (8" TEE)PIPE STA: 405+84.71RP-400 STA: 401+69.17, OFF: 19.7 RN: 7491886.41E: 18458749.72SE CENTENNIAL PKWYSE LA GRANT PKWYSE C A M D E N S T R E E T (R P - 5 0 0 ) SE U N I V E R S I T Y A V E .HYD-407 (HYDRANT ASSEMBLY)PIPE STA: 403+74.70RP-400 STA: 403+68.7, OFF: 16.0 RN: 7491699.83E: 18458837.42HYD-402 (HYDRANT ASSEMBLY)PIPE STA: 400+85.82RP-400 STA: 406+38.0, OFF: 22.0 RN: 7491519.07E: 18459044.11HYD-413 (HYDRANT ASSEMBLY)PIPE STA: 406+73.48RP-400 STA: 400+81.8, OFF: 22.0 RN: 7491975.19E: 18458746.99APPROXIMATELY 65.0' OFWATER MAIN TO BE BOREDUNDER SE LA GRANT PKWYCRITICALCROSSING50.0' INGRESS/EGRESS &PRIVATE INFRASTRUCTUREEASEMENTFT-409 (45° BEND)PIPE STA: 404+74.11RP-400 STA: 402+71.90, OFF: 18.4 RN: 7491781.09E: 18458780.78FT-410 (45° BEND)PIPE STA: 404+94.11RP-400 STA: 402+53.31, OFF: 16.3 RN: 7491799.97E: 18458774.18GV-414 (TAPPING SLEEVE & VALVE)PIPE STA: 407+03.74RP-400 STA: 400+51.6, OFF: 19.0 RN: 7492005.43E: 18458750.11GV-400 (TAPPING SLEEVE & VALVE)PIPE STA: 400+01.06N: 7491521.50E: 18459128.90WAT-400995100010051010101510201025995100010051010101510201025400+001018.51 EG FG1018.49 FG1018.94 EG401+001017.12 EG1019.07 FG1018.49 FG1016.06 EG402+001015.58 EG1017.75 FG1017.39 FG1015.75 EG403+001016.01 EG1016.85 FG1016.61 FG1017.32 EG404+001018.29 EG1016.37 FG 1016.14 FG 1018.25 EG 405+001017.70 EG 1015.63 FG 1016.21 FG 1016.84 EG 406+001015.89 EG 1016.57 FG 1016.68 FG 1015.86 EG 407+001015.63 EG 1016.07 FG 407+15 EG FG GV-403, 8" GATE VALVESTA: 400+82.84FT-412, 8" TEESTA: 405+84.718" PVCFT-411, 22.5° BENDSTA: 405+68.348" PVCFT-408, 22.5° BENDSTA: 404+64.208" PVC8" PVCFT-405, 22.5° BENDSTA: 401+77.738" PVCFT-404, 22.5° BENDSTA: 401+19.63FT-401, 8" TEESTA: 400+80.36HYD-402, HYDRANT ASSEMBLYSTA: 400+85.82HYD-407, HYDRANT ASSEMBLYSTA: 403+74.70 HYD-413, HYDRANT ASSEMBLY STA: 406+73.485.5' MIN.DEPTHAPPROXIMATELY65.0' OF WATERMAIN TO BE BOREDUNDER LA GRANTBOTTOM OF PIPEELEV: 1007.85TOP OF PIPEELEV: 1004.81FT-409, 45° BENDSTA: 404+74.11FT-410, 45° BENDSTA: 404+94.11FT-406, 22.5° BENDSTA: 402+32.81P-801 (Sanitary)8" TRUSS PVCL-905B (Storm)24" RCPBOTTOM OF PIPEELEV: 1010.11TOP OF PIPEELEV: 1008.61GV-414, TAPPING SLEEVE & VALVE STA: 407+03.74 GV-400, TAPPING SLEEVE & VALVESTA: 400+01.06 WAT-500100010051010101510201025100010051010101510201025500+001016.19 EG 1016.51 FG 1016.64 FG 1018.11 EG 501+001018.43 EG 1016.99 FG 1017.21 FG 1018.10 EG 502+001017.70 EG 1017.43 FG 1017.65 FG 1017.38 EG 502+731017.39 EG 1017.87 FG GV-501, 8" GATE VALVE STA: 500+02.49 8" PVCFT-412, 8" TEESTA: 405+84.71L-903 (Storm)15" RCPBOTTOM OF PIPEELEV: 1011.56TOP OF PIPEELEV: 1009.97P-501 (Sanitary)8" TRUSS PVCHYD-503, HYDRANT ASSEMBLY STA: 502+67.68BOTTOM OF PIPEELEV: 1009.20TOP OF PIPEELEV: 1006.625.5' MIN.DEPTHHYD-502, HYDRANTASSEMBLYSTA: 500+50.018" PVC313029282726192021222324251211POOL+500 00 +501 00 +502 00 +502 73 +40000+40100+40200+4 0 3 0 0 +500 00 +501 00 +502 00 +502 45 FT-412 (8" TEE)PIPE STA: 405+84.71RP-400 STA: 401+69.17, OFF: 19.7 RN: 7491886.41E: 18458749.72GV-501 (8" GATE VALVE)PIPE STA: 500+02.49RP-400 STA: 401+69.3, OFF: 17.2 RN: 7491886.40E: 18458752.218" PVCHYD-503 (HYDRANT ASSEMBLY)PIPE STA: 502+67.68N: 7491885.52E: 18459017.39SE CAMDEN ST(RP-500)SE CENTENNIAL PKWY(RP-400)SE UNIVERSITY AVE.CRITICALCROSSING50.0' INGRESS/EGRESS &PRIVATE INFRASTRUCTUREEASEMENT50.0' INGRESS/EGRESS &PRIVATE INFRASTRUCTUREEASEMENTHYD-502 (HYDRANTASSEMBLY)PIPE STA: 500+50.01RP-500 STA: 500+27.8, OFF: 17.0 LN: 7491883.24E: 18458799.7213WAT-01PLAN AND PROFILEWATER MAIN20'40'0GRAPHIC SCALE80'N:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 1\Water.dwg 12/5/2019 3:37 PM 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.CENTENNIAL CROSSINGPLAT 1SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMPER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMBER 25, 201920NORTHNORTH 99510001005101010151020102510301035307+001014.90 EG 1016.34 FG 1010.70 FG 1012.27 EG 308+001013.78 EG 1013.19 FG 1015.90 FG 1015.57 EG 309+001016.79 EG 1018.09 FG 1018.91 FG 1017.96 EG 310+001017.97 EG 1019.10 FG 310+191018.08 EG 1018.81 FG GV-312, 8" GATE VALVE STA: 310+01.828" PVCFT-401, 8" TEESTA: 400+80.36FT-308, 22.5 BENDSTA: 307+46.67FT-311, 45° BENDSTA: 309+24.568" PVCL-801 (Storm)24" RCPTOP OF PIPEELEV: 1005.74BOTTOM OF PIPEELEV: 1009.40EX-100 (Sanitary)18" PVCBOTTOM OF PIPEELEV: 1003.50TOP OF PIPEELEV: 1002.00P-702 (Sanitary)15" PVCBOTTOM OF PIPEELEV: 1003.60TOP OF PIPEELEV: 1002.00TEMPORARY BLOWOFF HYDRANTNEEDS TO BE INSTALLED IF THEWATER MAINS ARE DEAD ENDEDBETWEEN PHASES.FT-309, 45° VERT BENDSTA: 307+72.65FT-310, 45° VERT BENDSTA: 308+29.358" PVC8 " P VC 2726654321LOT APOOLCLUBHOUSEOUTLOT Z+30600+30700+ 308 00 + 309 00 +31000+31019+40500+40600+406998" PVC8" PVCFT-311 (45° BEND)PIPE STA: 309+24.56RP-400 STA: 406+44.16, OFF: 98.7 RN: 7491442.28E: 18459049.75FT-308 (22.5 BEND)PIPE STA: 307+46.67RP-400 STA: 405+80.20, OFF: 225.8 RN: 7491343.85E: 18458901.57GV-312 (8" GATE VALVE)PIPE STA: 310+01.82RP-400 STA: 406+43.5, OFF: 21.5 RN: 7491519.54E: 18459049.60FT-401 (8" TEE)PIPE STA: 400+80.36RP-400 STA: 406+43.48, OFF: 19.0 RN: 7491522.03E: 18459049.60SE LA GRANT PKWY SE CENTENNIAL PK W Y (RP-400)CRITICAL CROSSINGLOCATION15.0' WATER MAINEASEMENTFT-310 (45° VERT BEND)PIPE STA: 308+29.35N: 7491389.60E: 18458970.44FT-309 (45° VERT BEND)PIPE STA: 307+72.65N: 7491358.21E: 18458923.228" PVCGV-400 (TAPPING SLEEVE & VALVE)PIPE STA: 400+01.06N: 7491521.50E: 18459128.9099510001005101010151020102510301035300+001026.94 EG1026.20 FG 14WAT-02PLAN AND PROFILEWATER MAIN20'40'0GRAPHIC SCALE80'N:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 1\Water.dwg 12/5/2019 3:37 PM 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.CENTENNIAL CROSSINGPLAT 1SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMPER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMBER 25, 201920NORTH 31302928272619202122232425181716151413121110987654321LOT AP O O L CLUBHOUSE+400 00+40100+402 00+403 00 +404 00 +405 00 +40600+40699BP = 400+00.00PC = 401+50.89PT = 403+03.00 PC = 404 + 9 4 . 2 3 PT = 406+38.08EP = 406+99.30S00°11'19"W150.89'S34°40'17"E191.24'S 8 9 ° 3 7 ' 0 9 " E 6 1 . 2 1 'L=152.11'R=250.00'∆=34°51'37"CHD=S17°14'29"ECHD L=149.77'L=143.85'R=150.00'∆=54°56'52"CHD=S62°08'43"ECHD L=138.40'24.0' B-B& ROWCENTER OF RADIUSSTA: 402+34.68, 32.0 LN: 7491834.20E: 18458812.67CENTER OF RADIUSSTA: 401+59.73, 32.0 LN: 7491898.24E: 18458800.89CENTER OF RADIUSSTA: 400+41.97, 42.0 LN: 7492014.83E: 18458811.14CENTER OF RADIUSSTA: 400+41.68, 42.0 RN: 7492015.40E: 18458727.14CENTER OF RADIUSSTA: 406+49.57, 37.0 RN: 7491503.99E: 18459055.57CENTER OF RADIUSSTA: 406+49.59, 37.0 LN: 7491577.99E: 18459056.08SE CENTENNIAL PKWY(7" PCC)TYPE A SUDASDRIVEWAY CONNECTION(8" PCC AT TIE-IN)TYPE A SUDASDRIVEWAY CONNECTIONMAILBOX PADLOCATIONMAILBOX PADLOCATION100510101015102010251030100510101015102010251030400+001015.54 EG FG1015.92 FG1016.25 EG401+001016.77 EG1016.45 FG1016.29 FG1016.85 EG402+001017.61 EG1015.79 FG1015.47 FG1018.22 EG403+001018.79 EG1015.58 FG1015.95 FG1018.35 EG404+001017.24 EG 1016.33 FG 1016.70 FG 1016.21 EG 405+001016.07 EG 1017.08 FG 1017.45 FG 1016.04 EG 406+001016.59 EG INFINITY FG 1018.85 FG 1019.60 EG 406+991018.60 EG FG 1.75%0.75%-1.00%-1.00%100.00' VCPVI STA = 402+55.00PVI ELEV = 1015.24A.D. = 1.75%K = 57.14BVCS: 402+05.00BVCE: 1015.74EVCS: 403+05.00EVCE: 1015.62 LOW POINT ELEV = 1015.46LOW POINT STA = 402+62.1450.00' VCPVI STA = 405+75.00PVI ELEV = 1017.64A.D. = 2.18%K = 22.98BVCS: 405+50.00 BVCE: 1017.45 EVCS: 406+00.00 EVCE: 1018.37 LOW POINT ELEV = 1017.45LOW POINT STA = 405+50.00100.00' VCPVI STA = 401+00.00PVI ELEV = 1016.79A.D. = -2.75%K = 36.36BVCS: 400+50.00BVCE: 1015.92EVCS: 401+50.00EVCE: 1016.29 HIGH POINT ELEV = 1016.47HIGH POINT STA = 401+13.6450.00' VCPVI STA = 406+25.00PVI ELEV = 1019.10A.D. = -3.93%K = 12.74BVCS: 406+00.00BVCE: 1018.37EVCS: 406+50.00EVCE: 1018.85HIGH POINT ELEV = 1018.92HIGH POINT STA = 406+37.26CENTERLINE INTERSECTION OFCAMDEN STREET (RP-500)STA: 401+90.76ELEV: 1015.88ANTICIPATED ELEVATIONS OF FUTUREUNIVERSITY AVENUE RECONSTRUCTIONPOTENTIAL FUTURE PROFILE OFCENTENNIAL PKWY (TO BE DESIGNEDWITH UNIVERSITY AVE RECONSTRUCTIONPROJECT)RP-50010101015102010251010101510201025500+001017.48 EG 1015.88 FG 1015.91 FG 1018.59 EG 501+001018.48 EG 1016.28 FG 1016.66 FG 1018.08 EG 502+001017.59 EG 1017.03 FG 502+451017.45 EG 1017.37 FG -2.14%0.75%CENTERLINE INTERSECTION OFCENTENIAL PKWY (RP-400)STA: 500+00.00ELEV: 1015.88END OF PAVINGSTA: 502+40.21ELEV: 1017.3331302928272619202122232425+500 00 +501 00 +502 00 +502 45 BP = 500+00.00 EP = 502+45.21S89°48'41"E245.21'CENTER OF RADIUSSTA: 500+40.96, 32.0 RN: 7491834.20E: 18458812.67CENTER OF RADIUSSTA: 500+28.96, 32.0 LN: 7491898.24E: 18458800.89END OF TYPICAL SECTIONRP-500, STA:502+40.21N:7491865.54E:18459012.0424.0' B-B& ROWSE CAMDEN STREET(7" PCC)15PAV-01AND PROFILEPAVING PLAN20'40'0GRAPHIC SCALE80'N:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 1\Paving.dwg 12/5/2019 3:38 PM 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.CENTENNIAL CROSSINGPLAT 1SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMPER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMBER 25, 201920NORTHNORTH 9.0'C3.0'ED9.0'C3.0'ED9.0'C3.0'ED9.0'C3.0'ED12.0'C12.0'C9.0'C9.0'C3.0'C3.0'C10.0'L-110.0'L-110.0'L-1 3.8'C3.6'C10.5'L-110.4'L-110.3'L-19.0'C2.3'2.0'9.0'C10.0'L-1 6.0'C6.0'C10.0'L-110.0'L-113.4'L-1 10.0'L-115.0'L-115.0'B15.0'B SE UNIVERSITY AVE.3.0'3.3'SE CENTENNIALPKWY8.5'C8.5'C12.0'C12.0'C5.0'C5.0'C5.0'C5.0'C 3.5'L-14.5'L-1 9.0'C9.0'C12.0'RD11.3'RD14.9'RD15.0'RD12.0'RD11.5'RD12.9'RD11.8'L-111.8'L-18.7'L-111.8'L-115.0'L-112.0 'C12.0'C12.0'C12.0'C12.0'C12.0'C12.0'C12.0'C12.0'C9.0'C3.0'C9.0'C3.0'C12.0'C8.5'C12.0'C12.0'C9.0'C3.0'C9.0 'C3.0 'C11.4'L-111.2'L-18.3'L-19.2'L-19.1'L-111.2'L-19.0' C 9.0' C 5.6' C 3.0' ED 9.0' C 3.0' ED 3.0' ED 9.0' C 9.0' C 3.0' ED10.5'L-112.0'L-113.7'L-115.0'L-13.2' C 15.0'L-115.0'L-115.0'L-115.0'B15.0'L-115.0'B9.0' C3.1'C11.3'L-12.7 'C2.7'CSE CENTENNIAL PKWY SE CAMDEN ST.8.5'C5. 0 ' C 5.0'C5. 0 ' C5.0'C6.1'L-111.8'L-16.0'L-1SE CENTENNIAL PKWY SE CAMDEN ST.1015.63 TS1015.63 TS1015.55 TS1015.55 TS1015.44 TS1015.49 TS1.32% 1.75% 0.00% 0.00%1.50%1.50%1015.74 TS1015.65 TS1016.11 TS1016.04 TS1015.96 TS1016.04 TS4.55% 3.00%1.46%1.50%1.50%1.50%0.08%1.94%0.52%0.16%1.39%0. 8 0 % SE CENTENNIALPKWY 1016.09 TS4.35%1016.04 TS1016.14 TS1016.09 TS1015.84 TS1015.76 TS3.90%1.05%1.00%1.05%1.00%1016.02 TS1015.95 TS1016.02 TS1016.10 TS1015.84 TS1015.76 TS3.21%3.14%1.50%1.50%1.50%1.50%1.58%1.58%1.58%1.58%16JT-01JOINTING PLAN5'10'0GRAPHIC SCALE20'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 1\Jointing.dwg 12/5/2019 3:39 PM 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.CENTENNIAL CROSSINGPLAT 1SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMPER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMBER 25, 201920NOTE: SLOPES, THUS COMMON SQUARE ELEVATIONS,ARE BASED ON DESIGN ELEVATIONS OF PROPOSEDPAVEMENT. GRADES AND ELEVATIONS SHOWN MAYNEED ADJUSTED BASED ON CURB/GUTTER AS-BUILTELEVATIONS TO MAINTAIN ADA COMPLIANCE.NOTE: SLOPES, THUS COMMON SQUARE ELEVATIONS,ARE BASED ON DESIGN ELEVATIONS OF PROPOSEDPAVEMENT. GRADES AND ELEVATIONS SHOWN MAYNEED ADJUSTED BASED ON CURB/GUTTER AS-BUILTELEVATIONS TO MAINTAIN ADA COMPLIANCE. 13.0'L-213.0'L-23.2'CD 13.0'L-213.0'L-212.0'L-23.2'CD3.0'CD9.0'CD9.0'CD9.0'CD3.0'CD 9.0'CD 3.0'CD12.0'C13.7'L-112.0'C8.5'C 10.4'L-14.1'CD4.1'CDSE LA GRANT PKWY3.0'CD SE CENTENNIALPKWY8.5'C5.0'C5.0'C5.0'C5.0'C13.0'L-212.0'RD12.0'RD 12.0'RD 12.0'RD 14.0'RD14.0'RD 7" PCC8" PCC1.50%SE LA GRANT PKWYSE CENTENNIALPKWY1019.26 TS1.25%1019.13 TS1019.19 TS1019.07 TS1.25%1.25%1.25%3.50%4.41%1019.18 TS3.00%1019.12 TS1019.30 TS1019.24 TS1018.68 TS1018.84 TS1018.55 TS1018.63 TS5.30%1.25%1.25%1.25%1.25%1.57%0.59%0.80%0.09%1.56%0.74%1018.56 TS1017.97 GL1018.47 TC1.50 % 1.5 0 % 1.5 0 %SE CENTENNIALPKWY1.8 9 % 1.8 9 % 1. 5 7 % 1.57 %6.94%3.12%1. 5 0 %2.92%6.49%1 0 1 8 . 5 6 T S1017.88 TS1017.77 TS1 0 1 8 . 0 7 T S1017.98 TC1017.48 GL1017.68 TC1017.64 GL1017.81 GL1017.97 GL1017.79 TC1018.47 TC1017.69 TS1017.48 TS1017.32 TS1017.21 TS1.80%1.80%0.00%0.04%1014.48 TS1014.60 TS1014.48 TS1014.60 TS1.57%1.53% 1 0 1 1 . 1 3 T S0.00%1011.12 TS1 0 1 1 . 2 0 T S 1011.20 TS1.50% 1.50%0.00%1018.93 TS1.72%1018.75 TS1018.91 TS1018.73 TS1.84%0.20% 0.35%17JT-02JOINTING PLAN5'10'0GRAPHIC SCALE20'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 1\Jointing.dwg 12/5/2019 3:40 PM 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.CENTENNIAL CROSSINGPLAT 1SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMPER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMBER 25, 201920NOTE: SLOPES, THUS COMMON SQUARE ELEVATIONS,ARE BASED ON DESIGN ELEVATIONS OF PROPOSEDPAVEMENT. GRADES AND ELEVATIONS SHOWN MAYNEED ADJUSTED BASED ON CURB/GUTTER AS-BUILTELEVATIONS TO MAINTAIN ADA COMPLIANCE. 72"RCP ARCH (C)72"RCP ARCH (C)4.5' X 6' RCB (C)31302928272619202122232425181716151413121110987654321LOT APLAT 1PLAT 2POOLCLUBHOUSEOUTLOT ZSE CAMDEN STREETSE CENTENNIAL PKWYAREA HATCHED TO BESEEDED WITH TYPE IIISEEDING MIX. SUDAS 9010.0818LA-01LANDSCAPE PLAN25'50'0GRAPHIC SCALE100'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 1\Landscape.dwg12/5/2019 3:41 PM 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.CENTENNIAL CROSSINGPLAT 1SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMPER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMBER 25, 2019203LANDSCAPE NOTES1.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUNDERGROUND AND OVERHEAD UTILTIIES, IRRIGATION PIPING AND DRAINAGESTRUCTURES BEFORE COMMENCING WORK. INFORMATION SHOWN ON PLAN IS FROMAVAILABLE INFORMATION AND ALL LOCATIONS SHOWN SHOULD BE CONSIDEREDAPPROXIMATE. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALLDAMAGE TO ANY OF THE PREVIOUSLY LISTED ITEMS.2.CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TOPLANTING. ANY DISCREPANCIES WITH THE PLAN SHALL BE BROUGHT TO THE ATTENTIONOF THE LANDSCAPE ARCHITECT. THE PLAN QUANTITIES SHALL SUPERCEDE SCHEDULEDQUANTITIES3. CONTRACTOR SHALL VERFIY ALL PLANT QUANTITIES SHOWN PRIOR TO PLANTING.QUANTITIES PROVIDED ARE FOR CONVIENENCE ONLY AND CONTRACTOR IS RESPONISBILEFOR VERIFYING AND INSTALLING THE QUANTITY OF PLANT MATERIALS SHOWN ON THEPLANS. ANY DESCREPANCIES SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT. ALLPLANT MATERIAL TO BE SPACED AS SHOWN, UNLESS OTHERWISE NOTED.4. LOCATION AND PLACEMENT OF ALL PLANT MATERIAL SHALL BE STAKED OR LAIDOUT IN THE FIELD AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TOINSTALLATION.5. NO SUBSTITUTION (INCL. CULTIVARS) SHALL BE ACCEPTED WITHOUT WRITTENAUTHORIZATION FROM THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENTPRIOR TO PLANTING.6.ALL PLANT MATERIAL SHALL BE OF EXCELLENT QUALITY, FREE OF DISEASE &INFESTATION-TRUE TO TYPE, VARIETY, SIZE SPECIFIED, & FORM PER ANSA STANDARDS.7.ALL TREES & MULCH BEDS (UNLESS ROCK MULCH) SHALL RECEIVE 3" MIN. OFSHREDDED DARK BROWN PREMIUM HARDWOOD MULCH, AS DETAILED. ADD PREEN ORSNAPSHOT TO BEDS BEFORE & AFTER MULCHING FROM MARCH 1 TO OCTOBER 1. IFWINTER INSTALLATION, RETURN NEXT SPRING & INSTALL PREEN/SNAPSHOT WITH NEWMULCH.8.TREE TIES SHALL BE DEWITT 20" STRAPS FOR TREE STAKING. USE 10 GAUGEELECTRIC WIRE. TREES AND STAKES SHALL BE STRAIGHT, PLUMB AND TAUT. TREE STAKESTO BE REMOVED WINTER OF YEAR 2 AFTER INSTALLATION.9.CONTRACTOR SHALL THOROUGHLY WATER-IN EACH PLANT IMMEDIATELYFOLLOWING INSTALLATION AND CONTINUE WATERING UNTIL SUBSTANTIALCOMPLETION. CONTRACTOR REQUIRED TO COORDINATE WATERING WITH THE OWNERAFTER SUBSTANTIAL COMPLETION.10.ALL AREAS OF THE SITE DISTURBED DURING CONSTRUCTION THAT ARE NOTDESIGNATED AS BEDS / PAVEMENT AREAS SHALL BE SODDED WITH 90% TURF-TYPE TALLFESCUE AND 10% BLUEGRASS MIX SOD.11.NO TREES SHALL BE PLANTED OVER TOP OF ANY UTILITY LINES OR PIPES.CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO PLANTING AND ANYMODIFICATIONS TO TREE LOCATIONS SHALL BE COORDINATED WITH THE LANDSCAPEARCHITECT AND APPROVED BY THE CITY PRIOR TO PLANTING.12.ALL PLANT MATERIALS SHALL BE MAINTAINED FOR 1 YEAR FROM DATE OFSUBSTANTIAL COMPLETION, UNLESS OTHERWISE INDICATED IN THE SPECIFICATIONS.13.ALL PLANT MATERIALS SHALL BE GUARANTEED FOR 1 YEAR FROM DATE OFSUBSTANTIAL COMPLETION, UNLESS OTHERWISE INDICATED IN THE SPECIFICATIONS.PLANT MATERIALS WILL BE ONE TIME REPLACEMENT AND RECORDS KEPT BY THELANDSCAPE CONTRACTOR FOR ALL REPLACEMENTS.14. CONTRACTOR SHALL REPORT SUBSURFACE SOIL OR DRAINAGE PROBLEMS TO THELANDSCAPE ARCHITECT.15.THIS LANDSCAPE PLAN IS DESIGNED TO BE IN CONFORMANCE WITH THE CITY OFWAUKEE, IOWA STANDARDS. THE LANDSCAPE ARCHITECT WILL COORDINATE CLOSELYWITH THE CITY OF WAUKEE, IOWA TO MAKE SURE FINAL DEVELOPMENT AND PERMITPLANS ARE IN CONFORMANCE WITH THIS CODE.16.ALL AREAS DISTURBED ARE TO BE SODDED UNLESS NOTED OTHERWISE.1OVERALL LANDSCAPE PLANLANDSCAPE REQUIREMENTSPER CHAPTER 301.27A "LANDSCAPE AND OPEN SPACE REQUIREMENTS"MINIMUM PLANTING REQUIREMENTS (D) -REQUIREMENTQUANITYPROVIDEDTWO TREES PER DWELLING UNITS31 UNITS62 NEW TREESSHADE TREE60ALL TREES SHALL BE 8` MIN. HEIGHT (B&B)Acer miyabei `State Street` / Miyabei MapleGinkgo biloba `Princeton Sentry` / Princeton Sentry GinkgoPlatanus x acerifolia `Exclamation` TM / Exclamation London Plane TreeQuercus bicolor / Swamp White OakQuercus borealis / Northen Red OakTilia cordata `Greenspire` / Greenspire Littleleaf LindenORNAMENTAL TREE42ALL TREES SHALL BE 6` MIN. HEIGHT (B&B)-EVERGREEN TREE10ALL TREES SHALL BE 6` MIN. HEIGHT (B&B)-CONCEPT PLANT SCHEDULE2PLANTING SCHEDULEBUFFER PLANTING CALCULATIONSLA GRANT DEVELOPABLE FRONTAGE = 686 LFBUFFER UNITS - 686 / 50 = 14 UNITS1 UNIT = 1 OVERSTORY, 2 ORNAMENTAL, 2 EVERGREENREQUIREDOVERSTORY - 14 TREESORNAMENTAL - 28 TREESEVERGREEN - 28 TREESPROVIDEDOVERSTORY - 15 TREESORNAMENTAL - 29 TREESEVERGREEN - 28 TREESUNIVERSITY AVENUE DEVELOPABLE FRONTAGE = 447 LFBUFFER UNITS - 447 / 50 = 9 UNITS1 UNIT = 1 OVERSTORY, 2 ORNAMENTAL, 2 EVERGREENREQUIREDOVERSTORY - 9 TREESORNAMENTAL - 18 TREESEVERGREEN - 18 TREESPROVIDED - ALONG UNIVERSITYOVERSTORY - 9 TREES (100% OF REQUIRED)ORNAMENTAL - 17 TREES (94% OF REQUIRED)(REMAINING TO WEST SIDE OF PLAT 2)EVERGREEN - 17 TREES (94% OF REQUIRED)(REMAINING TO WEST SIDE OF PLAT 2)PROVIDED - SOUTH AND WEST BORDER FOR PLAT 1OVERSTORY - 0 TREESORNAMENTAL - 1 TREEEVERGREEN - 1 TREE 19DT-01DETAILSN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 1\Details.dwg 12/5/2019 3:41 PM 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.CENTENNIAL CROSSINGPLAT 1SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMPER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMBER 25, 201920Slope asper plans2" R 20DT-02DETAILSN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 1\Details.dwg 12/5/2019 3:41 PM 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.CENTENNIAL CROSSINGPLAT 1SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMPER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMBER 25, 201920°°CONCRETE DRIVEWAY, TYPE A9'C' or 'E'joint'E' joint8'B' jointRefer toDetail BBack ofcurb'C' joint22'B' joint'E' joint'C' or 'E'joint8'C' jointRefer toDetail ABack of curbSidewalkDrivewayCurb67423Drop curbheight: 0" to 2"Curb opening Driveway widthDriveway width Curb opening3'-0" min.18"12"1'-0" min.1'-0" min.92Back of curb727Back of curb1 R#5 x 36"reinforcingbar1'-0"12345678910101010105Driveway 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. 3/32" = 1'-0"CENTENNIAL CROSSING CLUBHOUSE09/12/19EXTERIOR ELEVATIONSBACKSIDE 1SIDE 2FRONTSOUTHNORTHWESTEAST Centennial Crossing Clubhouse(similar to what is represented in photos below) 1/16" = 1'-0"CENTENNIAL CROSSING08/16/19Walnut, (2)Elm, WalnutFRONT SIDESIDE 1SIDE 2BACK SIDESTONE PERCENTAGE FRONT FACADE: 22%FACADE LESS OPENINGS: 931 SFSTONE: 203 SF 1/16" = 1'-0"CENTENNIAL CROSSING08/16/19Walnut, (3)Elm, WalnutFRONT SIDESIDE 1SIDE 2BACK SIDESTONE PERCENTAGE FRONT FACADE: 20%FACADE LESS OPENINGS: 1,102 SFSTONE: 217 SF STONE TURNS 2'1/16" = 1'-0"CENTENNIAL CROSSING08/16/19Walnut, (4)Elm, WalnutFRONT SIDEBACK SIDESIDE 1SIDE 2ALTERNATE SIDE 2 ELEVATION FACING LA GRANTSTONE PERCENTAGE FRONT FACADE: 24%FACADE LESS OPENINGS: 1,257 SFSTONE: 302 SFSTONE PERCENTAGE ALTERNATE SIDE 2:14%FACADE LESS OPENINGS: 1110 SFSTONE:158 SF 1/16" = 1'-0"CENTENNIAL CROSSING08/16/2019Walnut,(5)Elm,Walnut-ElevationsFRONT SIDEBACK SIDESIDE 1SIDE 2STONE PERCENTAGE FRONT FACADE: 23%FACADE LESS OPENINGS: 1,404 SFSTONE: 316 SFSTONE PERCENTAGE SIDE 1:14%FACADE LESS OPENINGS: 1110 SFSTONE:158 SFSTONE PERCENTAGE BACK FACADE: 11%FACADE LESS OPENINGS: 1,425 SFSTONE: 160 SF 1/16" = 1'-0"CENTENNIAL CROSSING08/16/19Birch,(4)Elm,Birch- ElevationsFRONT SIDEBACK SIDESIDE 1SIDE 2STONE PERCENTAGE FRONT FACADE: 21%FACADE LESS OPENINGS: 1,310 SFSTONE: 281 SFSTONE PERCENTAGE SIDE 1:14%FACADE LESS OPENINGS: 1110 SFSTONE:158 SF STONE TURNS 2'1/16" = 1'-0"CENTENNIAL CROSSING08/16/19Walnut, (2)Hickory, WalnutFRONT SIDEALTERNATE SIDE 1 ELEVATION ANGLED TOWARDS UNIVERSITYSIDE 2BACK SIDEALTERNATE BACK ELEVATION FACING UNIVERSITYSIDE 1STONE PERCENTAGE FRONT FACADE: 22%FACADE LESS OPENINGS: 1,160 SFSTONE: 260 SFSTONE PERCENTAGE ALTERNATE SIDE 1: 13%FACADE LESS OPENINGS: 1,274 SFSTONE: 158 SFSTONE PERCENTAGE BACK FACADE: 13 %FACADE LESS OPENINGS: 1,220 SFSTONE: 160 SF 1/16" = 1'-0"CENTENNIAL CROSSING08/16/19Walnut,(4)Hickory,Walnut- ElevationsFRONT SIDEBACK SIDESIDE 1SIDE 2STONE PERCENTAGE FRONT FACADE: 20%FACADE LESS OPENINGS: 1,716 SFSTONE: 344 SF 1/16" = 1'-0"CENTENNIAL CROSSING08/16/19(4)Hickory- ElevationsFRONT SIDEBACK SIDESIDE 1SIDE 2STONE PERCENTAGE FRONT FACADE: 22%FACADE LESS OPENINGS: 1,321 SFSTONE: 297 SF 1/16" = 1'-0"CENTENNIAL CROSSING08/16/19(6)Hickory- ElevationsFRONT SIDESIDE 1SIDE 2BACK SIDESTONE PERCENTAGE FRONT FACADE: 13%FACADE LESS OPENINGS: 1,983 SFSTONE: 254 SF STONE RETURNS 2' WHEN BUILDING IS ADJACENT TO UNIVERSITYBACK SIDE STONE WHEN BUILDING IS ADJACENT TO UNIVERSITY ONLYSIDING CONTINUES IN OTHER LOCATIONSSTONE RETURNS 2' WHEN BUILDING IS ADJACENT TO UNIVERSITY1/16" = 1'-0"CENTENNIAL CROSSING09/12/19Walnut, (2)Elm, Walnut - Alt.FRONT SIDESIDE 1SIDE 2BACK SIDESTONE ENDS AFTER 2 FEET WHEN ELEVATAION DOES NOT FACE UNIVERSITYSTONE PERCENTAGE FRONT FACADE: 26%FACADE LESS OPENINGS: 931 SFSTONE: 240 SF 1/16" = 1'-0"CENTENNIAL CROSSING09/12/19Walnut, (3)Elm, Walnut - Alt.FRONT SIDESIDE 1SIDE 2BACK SIDESTONE PERCENTAGE FRONT FACADE: 24%FACADE LESS OPENINGS: 1,102 SFSTONE: 262 SF 1/16" = 1'-0"CENTENNIAL CROSSING09/12/19Walnut, (4)Elm, Walnut - Alt.FRONT SIDEBACK SIDESIDE 1SIDE 2STONE PERCENTAGE FRONT FACADE: 21%FACADE LESS OPENINGS: 1,257 SFSTONE: 269 SF REF. REF.REF.REF.PLAN NOTES:1. UNLESS OTHERWISE NOTED INTERIOR WALL DIMENSIONS ARE TO THE FACE OF THE STUD, EXTERIOR DIMENSIONS ARE TO THE EXTERIOR FACE OF THE SHEATHING EXCEPT WHERE NOTED ON THE PLAN.2. PLAN DIMENSION LINES RUN FROM THE LEFT TO THE RIGHT SIDE OF THE BUILDING AND FROM THE TOP TO THE BOTTOM.3. DOORS NOT LOCATED BY DIMENSION ON PLANS OR DETAILS SHALL BE INSTALLED SUCH THAT THE DOOR, WHEN IN THE FULL OPEN POSITION AGAINST WALL STOP, IS PARALLEL TO ADJACENT WALL. COORDINATE WITH DOOR HARDWARE.4. DO NOT PENETRATE DEMISING WALLS.20'-2" 6'-2"40'-0"6'-2" 20'-2"20'-0"10'-0"10'-0"48'-0"CLCL10'-0" 20'-0" 10'-0"CL10'-1" 10'-1"CCCCAAAAW2IIW2W2IIW225'-0"UPUPUPUP25'-0"20'-0"CLCLCL23'-3"23'-1"23'-1"23'-3"CLCLCLCLCLCLCLCL5'-11" 11'-7" 11'-6" 11'-7" 11'-6" 11'-7" 11'-6" 11'-7" 5'-11"92'-8"CL10'-1" 10'-1"DEMISING WALLDEMISING WALLDEMISING WALL21'-0"27'-0"27'-0"21'-0"3A4018A3018A3014A3014A3017A3015A3013A3038A3017A3011A3033A3035A3012A3038A3018A3013A3031A3027A3017A3011'-0"1'-6"1'-6"1'-0"4A301W3W3W3W3W3W3W3W3W2W2W2W248'-0"DNDNDNDNCLCLCL23'-3"23'-1"23'-1"23'-3"CLCLCLCL5'-11"34'-8"11'-6"34'-8"5'-11"92'-8"CLCLCLCLCLCLCLCL4'-11" 10'-6" 15'-8" 10'-6" 9'-6" 10'-6" 15'-8" 10'-6" 4'-11"DEMISING WALLDEMISING WALLDEMISING WALL3A4014A3015A3013A3031A3033A3035A3012A3033A3031A3026'-9"6'-9"2213'-0" 10'-1" 9'-6" 15'-5"15'-5"9'-6"10'-1"13'-0"SLOPE 5:12SLOPE 5:12233233SLOPE 6/12SLOPE 6/12SLOPE 6/12SLOPE 6/124A3014A301KEY - ROOF PLANAREA TO HAVE FIRE-RETARDANT-TREATED WOOD ROOF DECK 48" ON EACH SIDE OF THE COMMON WALLAREA TO HAVE ICE AND WATER SHIELD APPLIED DIRECTLY TO THE ROOF SHEATHING 24" INSIDE THE EXTERIOR WALL LINE.ROOF VENT, 61 SQIN OF NET FREE AREA EACH-INSTALL PER MANUFACTURERS INSTRUCTIONSKEYED NOTES - ROOF PLAN #1. WALL LINE BELOW 2. ASPHALT SHINGLE ROOF OVER SYTHETIC UNDERLAYMENT3. PROVIDE PREFINISHED METAL GUTTER AND DOWNSPOUT AT BOTTOM OF ROOF EDGE -TYPICAL4. VENTED ROOF SOFFIT5. RIDGE VENT WITH A MINIMUM OF 12.5 SQIN OF NET FREE AREA PER LINEAR FOOT-END BEFORE RATED PLYWOOD1440 LOCUST ST, SUITE 100DES MOINES, IOWA 50309515.244.4343ID8-ARCHITECTS.COM(4)H-CENTENNIAL CROSSINGA10119015PRICING SET 9/12/19HUBBELL REALTY COMPANY6900 WESTOWN PKWYWEST DES MOINES, IA 50266SCALE: 1/8" = 1'-0"1FIRST FLOOR PLANSCALE: 1/8" = 1'-0"2SECOND FLOOR PLANHICKORYSEE 1/A403 (REV.)HICKORYSEE 1/A403HICKORYSEE 1/A402 (REV.)HICKORYSEE 1/A402HICKORYSEE 1/A403 (REV.)HICKORYSEE 1/A403HICKORYSEE 1/A402 (REV.)HICKORYSEE 1/A402 REF. REF.REF.REF.REF.REF.PLAN NOTES:1. UNLESS OTHERWISE NOTED INTERIOR WALL DIMENSIONS ARE TO THE FACE OF THE STUD, EXTERIOR DIMENSIONS ARE TO THE EXTERIOR FACE OF THE SHEATHING EXCEPT WHERE NOTED ON THE PLAN.2. PLAN DIMENSION LINES RUN FROM THE LEFT TO THE RIGHT SIDE OF THE BUILDING AND FROM THE TOP TO THE BOTTOM.3. DOORS NOT LOCATED BY DIMENSION ON PLANS OR DETAILS SHALL BE INSTALLED SUCH THAT THE DOOR, WHEN IN THE FULL OPEN POSITION AGAINST WALL STOP, IS PARALLEL TO ADJACENT WALL. COORDINATE WITH DOOR HARDWARE.4. DO NOT PENETRATE DEMISING WALLS.CLCLCLCLCLCLCLCLCLCLCLCL5'-11" 11'-7" 11'-6" 11'-7" 11'-6" 11'-7" 11'-6" 11'-7" 11'-6" 11'-7" 11'-6" 11'-7" 5'-11"CLCLCLCLCL23'-3"23'-1"23'-1"23'-1"23'-1"23'-3"20'-0"20'-0"20'-0"48'-0"138'-10"W2IIW2W2IIW2W2IIW2CAACCAACCAAC20'-2" 6'-2"40'-0"6'-2"40'-0"6'-2" 20'-2"CL10'-1" 10'-1"CLCL10'-0" 20'-0" 10'-0"CLCL10'-0" 20'-0" 10'-0"CL10'-1" 10'-1"10'-0"UPUPUPUPDEMISING WALLDEMISING WALLDEMISING WALL3A4018A3018A3014A3017A3015A3013A3038A3018A3011A3034A3012A3038A3018A3013A3031A3027A3017A301DEMISING WALLDEMISING WALL7A3015A301UPUP8A3014A30127'-0"21'-0"21'-0"27'-0"25'-0"25'-0"25'-0"10'-0"10'-0"3A3031'-0"1'-6"1'-0"1'-6"4A3014A301CLCLCLCLCLCL5'-11"34'-8"11'-6"34'-8"11'-6"34'-8" 5'-11"CLCLCLCLCL23'-3"23'-1"23'-1"23'-1"23'-1"23'-3"138'-10"48'-0"CLCLCLCLCLCLCLCLCLCLCLCL4'-11" 10'-6" 15'-8" 10'-6" 9'-6" 10'-6" 15'-8" 10'-6" 9'-6" 10'-6" 15'-8" 10'-6" 4'-11"W3W3W3W3W3W3W3W3W3W3W3W3W2W2W2W2W2W2DEMISING WALLDEMISING WALLDEMISING WALLDEMISING WALL15'-5"9'-6"10'-1"13'-0"13'-0" 10'-1" 9'-6" 15'-5"DEMISING WALL3A4014A3015A3011A3034A3012A3033A3031A3025A3013A3036'-9"6'-9"6'-9"2'-0"2'-0"2'-0"222SLOPE 5:12SLOPE 5:12SLOPE 5:124A3014A3014A301DNDNDNDNDNDN233233323SLOPE 6/12SLOPE 6/12SLOPE 6/12SLOPE 6/12SLOPE 6/12SLOPE 6/12KEY - ROOF PLANAREA TO HAVE FIRE-RETARDANT-TREATED WOOD ROOF DECK 48" ON EACH SIDE OF THE COMMON WALLAREA TO HAVE ICE AND WATER SHIELD APPLIED DIRECTLY TO THE ROOF SHEATHING 24" INSIDE THE EXTERIOR WALL LINE.ROOF VENT, 61 SQIN OF NET FREE AREA EACH-INSTALL PER MANUFACTURERS INSTRUCTIONSKEYED NOTES - ROOF PLAN #1. WALL LINE BELOW 2. ASPHALT SHINGLE ROOF OVER SYTHETIC UNDERLAYMENT3. PROVIDE PREFINISHED METAL GUTTER AND DOWNSPOUT AT BOTTOM OF ROOF EDGE -TYPICAL4. VENTED ROOF SOFFIT5. RIDGE VENT WITH A MINIMUM OF 12.5 SQIN OF NET FREE AREA PER LINEAR FOOT-END BEFORE RATED PLYWOOD1440 LOCUST ST, SUITE 100DES MOINES, IOWA 50309515.244.4343ID8-ARCHITECTS.COM(6)H-CENTENNIAL CROSSINGA10119015PRICING SET 9/12/19HUBBELL REALTY COMPANY6900 WESTOWN PKWYWEST DES MOINES, IA 50266SCALE: 1/8" = 1'-0"1FIRST FLOOR PLANSCALE: 1/8" = 1'-0"2SECOND FLOOR PLANHICKORYSEE 1/A403 (REV.)HICKORYSEE 1/A403HICKORYSEE 1/A402 (REV.)HICKORYSEE 1/A402HICKORYSEE 1/A403 (REV.)HICKORYSEE 1/A403HICKORYSEE 1/A403 (REV.)HICKORYSEE 1/A403HICKORYSEE 1/A402 (REV.)HICKORYSEE 1/A402HICKORYSEE 1/A402 (REV.)HICKORYSEE 1/A402 REF.REF.REF.REF.REF.REF.111'-0"35'-2"35'-2"6'-0"CLCLCLCLCL35'-4"27'-8"27'-8"27'-8"27'-8"35'-4"21'-1" 14'-5" 6'-7" 21'-1" 6'-7" 21'-1" 6'-7" 21'-1" 6'-7" 21'-1"14'-1" 21'-1"CLCL3'-4" 3'-3" 10'-6 1/2" 10'-6 1/2"CLCL3'-4" 3'-3" 10'-6 1/2" 10'-6 1/2"CLCLCLCLCL10'-6 1/2" 10'-6 1/2" 1'-11" 7'-0" 5'-6" 3'-4" 3'-3" 10'-6 1/2" 10'-6 1/2"CLCLCLCLCL3'-4" 3'-3" 10'-6 1/2" 10'-6 1/2" 5'-3" 7'-0" 1'-10" 10'-6 1/2" 10'-6 1/2"181'-4"181'-4"56'-8"11'-4"6'-0"14'-0"14'-0"14'-0"14'-0"CLCLCLCLCLCLCLCLCLCLCLCL7'-1" 19'-5" 4'-4" 4'-4" 7'-1" 13'-10" 13'-10" 13'-10" 13'-10" 13'-10" 13'-10" 13'-10" 7'-1" 4'-4" 4'-4" 19'-5" 7'-1"6'-0"8'-8" 26'-6"7'-0"2'-2"26'-6"26'-6"26'-6"26'-6"2'-2"7'-0"56'-8"11'-4"W1IW1IW1IW1IW1IIW1W3W3CAW2AW2CCW2AW2ACAW2W2ACW3W3CCLCL17'-2"13'-6"26'-0"CLCL26'-0"13'-6" 17'-2"68'-0"68'-0"DEMISING WALLDEMISING WALLDEMISING WALLDEMISING WALLDEMISING WALL2"2"26'-6" 8'-8"A3012A30123A3027A3017A3017A3018A3018A3018A3011A3012A3031A3033A3038A3011A3018A3011A3018A3011A3018A3011A3018A3014A3014A3017A3017A3018A3018A3018A3018A3018A3015A3015A3017A3017A3017A3017A301PLAN NOTES:1. UNLESS OTHERWISE NOTED INTERIOR WALL DIMENSIONS ARE TO THE FACE OF THE STUD, EXTERIOR DIMENSIONS ARE TO THE EXTERIOR FACE OF THE SHEATHING EXCEPT WHERE NOTED ON THE PLAN.2. PLAN DIMENSION LINES RUN FROM THE LEFT TO THE RIGHT SIDE OF THE BUILDING AND FROM THE TOP TO THE BOTTOM.3. DOORS NOT LOCATED BY DIMENSION ON PLANS OR DETAILS SHALL BE INSTALLED SUCH THAT THE DOOR, WHEN IN THE FULL OPEN POSITION AGAINST WALL STOP, IS PARALLEL TO ADJACENT WALL. COORDINATE WITH DOOR HARDWARE.4. DO NOT PENETRATE DEMISING WALLS.1440 LOCUST ST, SUITE 100DES MOINES, IOWA 50309515.244.4343ID8-ARCHITECTS.COMB(4)EB-CENTENNIAL CROSSINGA10119015PRICING SET 9/11/19HUBBELL REALTY COMPANY6900 WESTOWN PKWYWEST DES MOINES, IA 50266SCALE: 1/8" = 1'-0"1FIRST FLOOR PLANBIRCHSEE 1/A401BIRCHSEE 1/A401 (REV.)ELMSEE 1/A402 (REV.)ELMSEE 1/A402 (REV.)ELMSEE 1/A402 (REV.)ELMSEE 1/A402 (REV.) REF.REF.REF.REF.CLCLCL36'-4"27'-8"27'-8"36'-4"36'-2"55'-8"36'-2"CLCLCL8'-4 1/2" 8'-4 1/2" 3'-5" 9'-5" 6'-7"CLCLCLCL7'-1" 13'-10" 13'-10" 13'-10" 7'-1"14'-0"6'-0"14'-0"CLCLCL6'-7" 9'-5" 3'-5" 8'-4 1/2" 8'-4 1/2"CL27'-0"27'-0"6'-0"10'-11" 5'-6" 20'-1" 6'-7" 21'-1" 6'-7"40'-10"5'-6" 10'-11"CLCLCL5'-5 1/2" 5'-5 1/2" 3'-7" 1'-11" 10'-0 1/2" 10'-0 1/2"CLCL3'-4" 3'-3" 10'-6 1/2" 10'-6 1/2"CLCLCLCLCL3'-4" 3'-3" 10'-5" 20'-6" 9'-11" 1'-11" 3'-7" 5'-5 1/2" 5'-5 1/2"CL27'-0"27'-0"6'-0"W1IW1W1IW1IW1IW1W1W1ACCACACAW1W1W2W26'-0"26'-6"26'-6"5'-1"5'-1"3'-0"14'-0"68'-0"3'-0"128'-0"14'-0"54'-0"54'-0"19'-5" 16'-9"16'-9" 19'-5"DEMISING WALLDEMISING WALLDEMISING WALL6'-0"48'-0"48'-0"6'-0"2"2"3A3027A3017A3017A3017A3017A3017A3017A3017A3018A3018A3018A3018A3011A3011A3012A3031A3033A3038A3018A3011A3018A3015A3012A3022A3021A3021A3024A3014A301PLAN NOTES:1. UNLESS OTHERWISE NOTED INTERIOR WALL DIMENSIONS ARE TO THE FACE OF THE STUD, EXTERIOR DIMENSIONS ARE TO THE EXTERIOR FACE OF THE SHEATHING EXCEPT WHERE NOTED ON THE PLAN.2. PLAN DIMENSION LINES RUN FROM THE LEFT TO THE RIGHT SIDE OF THE BUILDING AND FROM THE TOP TO THE BOTTOM.3. DOORS NOT LOCATED BY DIMENSION ON PLANS OR DETAILS SHALL BE INSTALLED SUCH THAT THE DOOR, WHEN IN THE FULL OPEN POSITION AGAINST WALL STOP, IS PARALLEL TO ADJACENT WALL. COORDINATE WITH DOOR HARDWARE.4. DO NOT PENETRATE DEMISING WALLS.1440 LOCUST ST, SUITE 100DES MOINES, IOWA 50309515.244.4343ID8-ARCHITECTS.COMW(2)EW-CENTENNIAL CROSSINGA10119015HUBBELL REALTY COMPANY6900 WESTOWN PKWYWEST DES MOINES, IA 50266PRICING SET 9/11/19SCALE: 1/8" = 1'-0"1FLOOR PLANWALNUTSEE 1/A401 (REV.)WALNUTSEE 1/A401ELMSEE 1/A402 (REV.)ELMSEE 1/A402 (REV.) REF.REF.REF.REF.PLAN NOTES:1. UNLESS OTHERWISE NOTED INTERIOR WALL DIMENSIONS ARE TO THE FACE OF THE STUD, EXTERIOR DIMENSIONS ARE TO THE EXTERIOR FACE OF THE SHEATHING EXCEPT WHERE NOTED ON THE PLAN.2. PLAN DIMENSION LINES RUN FROM THE LEFT TO THE RIGHT SIDE OF THE BUILDING AND FROM THE TOP TO THE BOTTOM.3. DOORS NOT LOCATED BY DIMENSION ON PLANS OR DETAILS SHALL BE INSTALLED SUCH THAT THE DOOR, WHEN IN THE FULL OPEN POSITION AGAINST WALL STOP, IS PARALLEL TO ADJACENT WALL. COORDINATE WITH DOOR HARDWARE.4. DO NOT PENETRATE DEMISING WALLS.CLCLCL36'-4"23'-1"23'-1"36'-4"CLCLCLCLCLCLCLCLCLCL8'-4 1/2" 8'-4 1/2" 4'-9" 10'-1" 10'-6" 11'-7" 11'-6" 11'-7" 10'-6" 10'-1" 4'-9" 8'-4 1/2" 8'-4 1/2"118'-10"CL28'-0"26'-0"48'-0"6'-0"CLCLCLCL5'-5 1/2" 5'-5 1/2" 3'-7" 1'-11" 10'-0" 19'-11" 10'-0"CL26'-0"28'-0"54'-0"AAACCCCAW1W1IW1W2IIW2W1IW1W1W1W120'-0"10'-11" 5'-6"39'-11"39'-11"5'-6" 10'-11"6'-2"CLCLCLCL10'-0" 19'-11" 10'-0" 1'-11" 3'-7" 5'-5 1/2" 5'-5 1/2"5'-1"3'-0 1/2"25'-0"16'-9"85'-4"16'-9"10'-0"6'-0"19'-6"19'-5 1/2"6'-0"6'-0"48'-0"4'-9"DEMISING WALLDEMISING WALLDEMISING WALL1'-6"1'-0"1'-0"1'-6"1'-6"1'-0"1'-6"UP UP 3A4027A3017A3017A3017A3017A3017A3018A3018A3018A3018A3018A3012A3021A3043A3045A3018A3014A3022A3023A3021A3021A3024A3022A3043A3038A3012A3032A3031A3011A301CLCLCLCL4'-11" 10'-6" 15'-8" 10'-6" 4'-11"CLCL5'-11"34'-8" 5'-11"46'-6"48'-0"W3W3W3W3W2W2CL23'-3"23'-3"DEMISING WALLDNDN233332215'-5"9'-6"10'-1"13'-0"13'-0" 10'-1" 9'-6" 15'-5"2'-0"6'-9"3A4027A3012A3024A3022A3043A3032A3032A3031A3043A3044A3022A3023A3021A3021A3023A302SLOPE 5:121A3011A3015A301KEY - ROOF PLANAREA TO HAVE FIRE-RETARDANT-TREATED WOOD ROOF DECK 48" ON EACH SIDE OF THE COMMON WALLAREA TO HAVE ICE AND WATER SHIELD APPLIED DIRECTLY TO THE ROOF SHEATHING 24" INSIDE THE EXTERIOR WALL LINE.ROOF VENT, 61 SQIN OF NET FREE AREA EACH-INSTALL PER MANUFACTURERS INSTRUCTIONSKEYED NOTES - ROOF PLAN #1. WALL LINE BELOW 2. ASPHALT SHINGLE ROOF OVER SYTHETIC UNDERLAYMENT3. PROVIDE PREFINISHED METAL GUTTER AND DOWNSPOUT AT BOTTOM OF ROOF EDGE -TYPICAL4. VENTED ROOF SOFFIT5. RIDGE VENT WITH A MINIMUM OF 12.5 SQIN OF NET FREE AREA PER LINEAR FOOT-END BEFORE RATED PLYWOOD1440 LOCUST ST, SUITE 100DES MOINES, IOWA 50309515.244.4343ID8-ARCHITECTS.COMW(2)HW-CENTENNIAL CROSSINGA10119015PRICING SET 9/12/19HUBBELL REALTY COMPANY6900 WESTOWN PKWYWEST DES MOINES, IA 50266SCALE: 1/8" = 1'-0"1FIRST FLOOR PLANSCALE: 1/8" = 1'-0"2SECOND FLOOR PLANWALNUTSEE 1/A401 (REV.)WALNUTSEE 1/A401HICKORYSEE 1/A403 (REV.)HICKORYSEE 1/A403HICKORYSEE 1/A402 (REV.)HICKORYSEE 1/A402 REF.REF.REF.REF.REF.PLAN NOTES:1. UNLESS OTHERWISE NOTED INTERIOR WALL DIMENSIONS ARE TO THE FACE OF THE STUD, EXTERIOR DIMENSIONS ARE TO THE EXTERIOR FACE OF THE SHEATHING EXCEPT WHERE NOTED ON THE PLAN.2. PLAN DIMENSION LINES RUN FROM THE LEFT TO THE RIGHT SIDE OF THE BUILDING AND FROM THE TOP TO THE BOTTOM.3. DOORS NOT LOCATED BY DIMENSION ON PLANS OR DETAILS SHALL BE INSTALLED SUCH THAT THE DOOR, WHEN IN THE FULL OPEN POSITION AGAINST WALL STOP, IS PARALLEL TO ADJACENT WALL. COORDINATE WITH DOOR HARDWARE.4. DO NOT PENETRATE DEMISING WALLS.CLCLCLCLCLCLCLCLCLCLCLCL8'-4 1/2" 8'-4 1/2" 3'-5" 9'-5" 6'-7" 7'-1" 13'-10" 13'-10" 13'-10" 13'-10" 13'-10" 7'-1" 6'-7" 9'-5" 3'-5" 8'-4 1/2"8'-4 1/2"36'-2"83'-4"36'-2"155'-8"CL27'-0"27'-0"CL27'-0"27'-0"CLCLCLCLCLCLCLCLCLCLCLCL5'-5 1/2" 5'-5 1/2" 3'-7" 1'-11" 10'-0 1/2" 10'-0 1/2" 3'-4" 3'-3" 10'-6 1/2" 10'-6 1/2" 3'-4" 3'-3" 10'-6 1/2" 10'-6 1/2" 3'-4" 3'-3" 10'-5" 20'-6" 9'-11" 1'-11" 3'-7" 5'-5 1/2" 5'-5 1/2"10'-11" 5'-6" 20'-1" 6'-7" 21'-1" 6'-7" 21'-1" 6'-7"40'-10"5'-6" 10'-11"54'-0"54'-0"14'-0"W1W1IW1IW1IW1IW1IW1W1W1ACCCCCAW1AAAW1CLCLCLCL36'-4"27'-8"27'-8"27'-8"36'-4"19'-5" 16'-9"16'-9" 19'-5"2"2"14'-0"6'-0"14'-0"14'-0"6'-0"6'-0"14'-0"68'-0"DEMISING WALLDEMISING WALLDEMISING WALLDEMISING WALL6'-0"48'-0"48'-0"6'-0"3'-0"5'-1"3'-0"5'-1"26'-6"26'-6"W2W2W226'-6"3A3027A3017A3017A3017A3017A3017A3017A3017A3018A3018A3018A3018A3011A3011A3012A3031A3033A3038A3018A3011A3018A3015A3012A3022A3021A3021A3021A3018A3014A3014A3011440 LOCUST ST, SUITE 100DES MOINES, IOWA 50309515.244.4343ID8-ARCHITECTS.COMW(3)EW-CENTENNIAL CROSSINGA10119015PRICING SET 9/11/19HUBBELL REALTY COMPANY6900 WESTOWN PKWYWEST DES MOINES, IA 50266SCALE: 1/8" = 1'-0"1FIRST FLOOR PLANWALNUTSEE 1/A401 (REV.)WALNUTSEE 1/A401ELMSEE 1/A402 (REV.)ELMSEE 1/A402 (REV.)ELMSEE 1/A402 (REV.) REF.REF.REF.REF.REF.REF.111'-0"CLCLCL8'-4 1/2" 8'-4 1/2" 3'-5" 9'-5" 6'-7"CLCLCLCLCLCLCLCL7'-1" 13'-10" 13'-10" 13'-10" 13'-10" 13'-10" 13'-10" 13'-10" 7'-1"CLCLCLCLCL36'-4"27'-8"27'-8"27'-8"27'-8"36'-4"19'-5" 16'-9"36'-2"CLCLCL6'-7" 9'-5" 3'-5" 8'-4 1/2" 8'-4 1/2"16'-9" 19'-5"54'-0"CL27'-0"27'-0"36'-2"W1IW1W1IW1IW1IW1IW1IW1W1W1ACCCCCCAW1AAAAW110'-11" 5'-6" 20'-1" 6'-7" 21'-1" 6'-7" 21'-1" 6'-7" 21'-1"6'-7"40'-10"5'-6" 10'-11"CLCL3'-4" 3'-3" 10'-6 1/2" 10'-6 1/2"CLCLCL5'-5 1/2" 5'-5 1/2" 3'-7" 1'-11" 10'-0 1/2" 10'-0 1/2"CLCL3'-4" 3'-3" 10'-6 1/2" 10'-6 1/2"CLCL3'-4" 3'-3" 10'-6 1/2" 10'-6 1/2"CLCLCLCLCL3'-4" 3'-3" 10'-5" 20'-6" 9'-11" 1'-11" 3'-7" 5'-4" 5'-7"W2W2W2W25'-1"CL27'-0"27'-0"54'-0"14'-0"183'-4"14'-0"3'-0"5'-1"14'-0"14'-0"14'-0"14'-0"6'-0"6'-0"26'-6"26'-6"26'-6"26'-6"6'-0"2"2"DEMISING WALLDEMISING WALLDEMISING WALLDEMISING WALLDEMISING WALL3'-0"3A3027A3017A3017A3017A3017A3017A3017A3017A3018A3018A3018A3018A3011A3011A3012A3031A3033A3038A3018A3011A3018A3015A3012A3022A3021A3021A3021A3018A3011A3018A3014A3014A301PLAN NOTES:1. UNLESS OTHERWISE NOTED INTERIOR WALL DIMENSIONS ARE TO THE FACE OF THE STUD, EXTERIOR DIMENSIONS ARE TO THE EXTERIOR FACE OF THE SHEATHING EXCEPT WHERE NOTED ON THE PLAN.2. PLAN DIMENSION LINES RUN FROM THE LEFT TO THE RIGHT SIDE OF THE BUILDING AND FROM THE TOP TO THE BOTTOM.3. DOORS NOT LOCATED BY DIMENSION ON PLANS OR DETAILS SHALL BE INSTALLED SUCH THAT THE DOOR, WHEN IN THE FULL OPEN POSITION AGAINST WALL STOP, IS PARALLEL TO ADJACENT WALL. COORDINATE WITH DOOR HARDWARE.4. DO NOT PENETRATE DEMISING WALLS.1440 LOCUST ST, SUITE 100DES MOINES, IOWA 50309515.244.4343ID8-ARCHITECTS.COMW(4)EW-CENTENNIAL CROSSINGA10119015PRICING SET 9/11/19HUBBELL REALTY COMPANY6900 WESTOWN PKWYWEST DES MOINES, IA 50266SCALE: 1/8" = 1'-0"1FIRST FLOOR PLANWALNUTSEE 1/A401 (REV.)WALNUTSEE 1/A401ELMSEE 1/A402 (REV.)ELMSEE 1/A402 (REV.)ELMSEE 1/A402 (REV.)ELMSEE 1/A402 (REV.) REF.REF.REF.REF.REF. REF.REF.REF.3'-0"5'-6"3'-0"5'-1"5'-1"CL28'-0"26'-0"16'-9"177'-9"16'-9"CLCLCLCLCLCLCL36'-5"23'-1"23'-1"23'-1"23'-1"23'-1"23'-1"36'-4"CLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCL8'-4 1/2" 8'-4 1/2" 4'-9" 10'-2" 10'-6" 11'-7" 11'-6" 11'-7" 11'-6" 11'-7" 11'-6" 11'-7" 11'-6" 11'-7" 11'-6" 11'-7" 10'-6" 10'-1" 4'-9"CL8'-4 1/2" 8'-4 1/2"211'-3"10'-11" 5'-6"40'-0"6'-2"40'-0"6'-2"40'-0"6'-2"39'-11"5'-6" 10'-11"CLCL5'-5 1/2" 5'-5 1/2" 3'-7" 1'-11"CLCL10'-0" 20'-0" 10'-0"CLCL10'-0" 20'-0" 10'-0"CLCL10'-0" 20'-0" 10'-0"CLCL10'-0" 19'-11" 10'-0"CLCL1'-11" 3'-7" 5'-5 1/2" 5'-5 1/2"CL26'-0"28'-0"54'-0"6'-0"10'-0"20'-0"19'-6"20'-0"20'-0"19'-6"6'-0"W1IW1W2IIW2W2IIW2W2IIW2W1IW1W1W1ACCAACCAACCAACCAW1W16'-0"48'-0"48'-0"6'-0"1'-0"1'-0"1'-6"1'-0"UP UP UP UP UP UP 7A3017A3017A3018A3018A3018A3015A3015A3018A3011A3012A3024A3023A3032A3038A3018A3011A3043A3045A3012A3048A3011A30225'-0"25'-0"25'-0"3A4027A3017A3018A3018A3018A3012A3021A3014A3028A3011A3023A3027A301DEMISING WALLDEMISING WALLDEMISING WALLDEMISING WALLDEMISING WALLDEMISING WALLDEMISING WALL5A3015A3011'-6"1'-0"1'-0"1'-6"PLAN NOTES:1. UNLESS OTHERWISE NOTED INTERIOR WALL DIMENSIONS ARE TO THE FACE OF THE STUD, EXTERIOR DIMENSIONS ARE TO THE EXTERIOR FACE OF THE SHEATHING EXCEPT WHERE NOTED ON THE PLAN.2. PLAN DIMENSION LINES RUN FROM THE LEFT TO THE RIGHT SIDE OF THE BUILDING AND FROM THE TOP TO THE BOTTOM.3. DOORS NOT LOCATED BY DIMENSION ON PLANS OR DETAILS SHALL BE INSTALLED SUCH THAT THE DOOR, WHEN IN THE FULL OPEN POSITION AGAINST WALL STOP, IS PARALLEL TO ADJACENT WALL. COORDINATE WITH DOOR HARDWARE.4. DO NOT PENETRATE DEMISING WALLS.138'-10"CLCLCLCLCLCLCLCLCLCLCLCL4'-11" 10'-6" 15'-8" 10'-6" 9'-6" 10'-6" 15'-8" 10'-6" 9'-6" 10'-6" 15'-8" 10'-6" 4'-11"W3W3W3W3W3W3W3W3W3W3W3W3W2W2W2W2W2W248'-0"CLCLCLCLCL23'-3"23'-1"23'-1"23'-1"23'-1"23'-3"CLCLCLCLCLCL5'-11" 34'-8"11'-6"34'-8"11'-6"34'-8"5'-11"DNDNDNDNDNDNDEMISING WALLDEMISING WALLDEMISING WALL5A3012A3024A3023A3032A3031A3043A3045A3012A3041A3023A4022A3024A3021A3023A3027A301DEMISING WALLDEMISING WALL222226'-9"6'-9"6'-9"2'-0"2'-0"2'-0"1A3011A3015A3015A3015A301KEY - ROOF PLANAREA TO HAVE FIRE-RETARDANT-TREATED WOOD ROOF DECK 48" ON EACH SIDE OF THE COMMON WALLAREA TO HAVE ICE AND WATER SHIELD APPLIED DIRECTLY TO THE ROOF SHEATHING 24" INSIDE THE EXTERIOR WALL LINE.ROOF VENT, 61 SQIN OF NET FREE AREA EACH-INSTALL PER MANUFACTURERS INSTRUCTIONSKEYED NOTES - ROOF PLAN #1. WALL LINE BELOW 2. ASPHALT SHINGLE ROOF OVER SYTHETIC UNDERLAYMENT3. PROVIDE PREFINISHED METAL GUTTER AND DOWNSPOUT AT BOTTOM OF ROOF EDGE -TYPICAL4. VENTED ROOF SOFFIT5. RIDGE VENT WITH A MINIMUM OF 12.5 SQIN OF NET FREE AREA PER LINEAR FOOT-END BEFORE RATED PLYWOOD1440 LOCUST ST, SUITE 100DES MOINES, IOWA 50309515.244.4343ID8-ARCHITECTS.COMW(6)HW-CENTENNIAL CROSSINGA10119015PRICING SET 9/12/19HUBBELL REALTY COMPANY6900 WESTOWN PKWYWEST DES MOINES, IA 50266SCALE: 1/8" = 1'-0"1FIRST FLOOR PLANWALNUTSEE 1/A401 (REV.)WALNUTSEE 1/A401HICKORYSEE 1/A402 (REV.)HICKORYSEE 1/A402HICKORYSEE 1/A402 (REV.)HICKORYSEE 1/A402HICKORYSEE 1/A402 (REV.)HICKORYSEE 1/A402SCALE: 1/8" = 1'-0"2SECOND FLOOR PLANHICKORYSEE 1/A403 (REV.)HICKORYSEE 1/A403HICKORYSEE 1/A403 (REV.)HICKORYSEE 1/A403HICKORYSEE 1/A403 (REV.)HICKORYSEE 1/A403 REF.REF.REF. REF.REF.REF.AW1CCAACCAACACW1W1W1IW1W2IIW2W2IIW2W1IW1W110'-11" 5'-6"39'-11"6'-2"40'-0"6'-2"39'-11"5'-6" 10'-11"165'-0"CLCLCLCL5'-5 1/2" 5'-5 1/2" 3'-7" 1'-11" 10'-0" 19'-11"CL10'-0"CLCL10'-0" 20'-0" 10'-0"CLCLCLCL10'-0" 19'-11" 10'-0" 1'-11" 3'-7" 5'-5 1/2" 5'-5 1/2"5'-4"3'-0"48'-0"6'-0"CL28'-0 1/2"25'-11 1/2"5'-0"165'-0"16'-9"131'-6"16'-9"CLCLCLCLCL36'-4"23'-1"23'-1"23'-1"23'-1"36'-4"CLCLCLCLCLCLCLCLCLCLCLCLCLCL8'-4 1/2" 8'-4 1/2" 4'-9" 10'-1" 10'-6" 11'-7" 11'-6" 11'-7" 11'-6" 11'-7" 11'-6" 11'-7" 10'-6" 10'-1" 4'-9" 8'-3" 8'-6"20'-0"10'-0"20'-0"10'-0"6'-0"6'-0"54'-0"CL26'-0"28'-0"UP UP UP UP19'-6"19'-6"25'-0"25'-0"5'-1"3'-0"6'-0"48'-0"1'-6"1'-0"1'-0"1'-6"3A4027A3017A3017A3018A3018A3018A3015A3015A3012A3024A3023A3037A3017A3017A3018A3018A3012A3021A3043A3045A3014A3022A3048A3018A3013A3021A3021A302DEMISING WALLDEMISING WALLDEMISING WALLDEMISING WALLDEMISING WALL2A3037A3017A3018A3011A3018A3011A3011'-6"1'-0"1'-6"1'-0"PLAN NOTES:1. UNLESS OTHERWISE NOTED INTERIOR WALL DIMENSIONS ARE TO THE FACE OF THE STUD, EXTERIOR DIMENSIONS ARE TO THE EXTERIOR FACE OF THE SHEATHING EXCEPT WHERE NOTED ON THE PLAN.2. PLAN DIMENSION LINES RUN FROM THE LEFT TO THE RIGHT SIDE OF THE BUILDING AND FROM THE TOP TO THE BOTTOM.3. DOORS NOT LOCATED BY DIMENSION ON PLANS OR DETAILS SHALL BE INSTALLED SUCH THAT THE DOOR, WHEN IN THE FULL OPEN POSITION AGAINST WALL STOP, IS PARALLEL TO ADJACENT WALL. COORDINATE WITH DOOR HARDWARE.4. DO NOT PENETRATE DEMISING WALLS.W3W3W3W3W3W3W3W3W2W2W2W2CLCLCLCLCLCLCLCL4'-11" 10'-6" 15'-8" 10'-6" 9'-6" 10'-6" 15'-8" 10'-6" 4'-11"DNDNDNDN48'-0"92'-8"CLCLCLCL5'-11"34'-8"11'-6"34'-8"5'-11"13'-0" 10'-1" 9'-6" 15'-5"CLCLCL23'-3"23'-1"23'-1"23'-3"15'-5"9'-6"10'-1"13'-0"3A4025A3012A3024A3023A3032A3021A3043A3044A3022A3043A3021A3021A3023A302DEMISING WALLDEMISING WALLDEMISING WALL6'-9"6'-9"2222223A3032A3037A3012'-0"2'-0"SLOPE 5:12SLOPE 5:121A3011A3015A3015A301KEY - ROOF PLANAREA TO HAVE FIRE-RETARDANT-TREATED WOOD ROOF DECK 48" ON EACH SIDE OF THE COMMON WALLAREA TO HAVE ICE AND WATER SHIELD APPLIED DIRECTLY TO THE ROOF SHEATHING 24" INSIDE THE EXTERIOR WALL LINE.ROOF VENT, 61 SQIN OF NET FREE AREA EACH-INSTALL PER MANUFACTURERS INSTRUCTIONSKEYED NOTES - ROOF PLAN #1. WALL LINE BELOW 2. ASPHALT SHINGLE ROOF OVER SYTHETIC UNDERLAYMENT3. PROVIDE PREFINISHED METAL GUTTER AND DOWNSPOUT AT BOTTOM OF ROOF EDGE -TYPICAL4. VENTED ROOF SOFFIT5. RIDGE VENT WITH A MINIMUM OF 12.5 SQIN OF NET FREE AREA PER LINEAR FOOT-END BEFORE RATED PLYWOOD1440 LOCUST ST, SUITE 100DES MOINES, IOWA 50309515.244.4343ID8-ARCHITECTS.COMW(4)HW-CENTENNIAL CROSSINGA10119015PRICING SET 9/12/19HUBBELL REALTY COMPANY6900 WESTOWN PKWYWEST DES MOINES, IA 50266SCALE: 1/8" = 1'-0"1FIRST FLOOR PLANWALNUTSEE 1/A401 (REV.)WALNUTSEE 1/A401HICKORYSEE 1/A402 (REV.)HICKORYSEE 1/A402HICKORYSEE 1/A402 (REV.)HICKORYSEE 1/A402SCALE: 1/8" = 1'-0"2SECOND FLOOR PLANWALNUTSEE 1/A401HICKORYSEE 1/A402 (REV.)HICKORYSEE 1/A402HICKORYSEE 1/A402 (REV.)HICKORYSEE 1/A402 REF.REF.REF.REF.REF.REF.REF.36'-2"138'-8"36'-2"211'-0"CLCLCLCLCLCL36'-4"27'-8"27'-8"27'-8"27'-8"27'-8"36'-4"54'-0"14'-0"10'-11" 5'-6" 20'-1" 6'-7" 21'-1" 6'-7" 21'-1" 6'-7" 21'-1"6'-7" 21'-1" 6'-7"40'-10"5'-6" 10'-11"54'-0"14'-0"6'-0"3'-0"3'-0"6'-0"68'-0"68'-0"CLCLCL8'-4 1/2" 8'-4 1/2" 3'-5" 9'-5" 6'-7"16'-9" 19'-5"19'-5" 16'-9"CLCLCL7'-1" 13'-10" 13'-10"CLCLCLCLCLCLCLCL13'-10" 13'-10" 13'-10" 13'-10" 13'-10" 13'-10" 13'-10" 7'-1"CL27'-0"27'-0"CLCLCL5'-5 1/2" 5'-5 1/2" 3'-7" 1'-11" 10'-0 1/2" 10'-0 1/2"CCCCCCCAW1W1W1IW1W2AAW2W1IW1IW1IW1IW1IW1IW1W1W1AAAA211'-0"CL27'-0"27'-0"CLCLCL6'-7" 9'-5" 3'-5" 8'-4 1/2" 8'-4 1/2"CLCL3'-4" 3'-3" 10'-6 1/2" 10'-6 1/2"CLCL3'-4" 3'-3" 10'-6 1/2" 10'-6 1/2"CLCL3'-4" 3'-3" 10'-6 1/2" 10'-6 1/2"CLCL3'-4" 3'-3" 10'-6 1/2" 10'-6 1/2"CLCLCL3'-4" 3'-3" 10'-5" 20'-6" 9'-11"CLCL1'-11" 3'-7" 5'-5 1/2" 5'-5 1/2"W2W214'-0"14'-0"14'-0"14'-0"14'-0"5'-1"5'-1"W226'-6"26'-6"26'-6"26'-6"26'-6"DEMISING WALL6'-0"2"2"DEMISING WALLDEMISING WALLDEMISING WALLDEMISING WALLDEMISING WALL3A3027A3017A3017A3017A3017A3017A3017A3017A3018A3018A3018A3018A3011A3011A3012A3031A3033A3038A3018A3011A3018A3015A3012A3022A3021A3021A3021A3018A3011A3018A3011A3018A3014A3014A301PLAN NOTES:1. UNLESS OTHERWISE NOTED INTERIOR WALL DIMENSIONS ARE TO THE FACE OF THE STUD, EXTERIOR DIMENSIONS ARE TO THE EXTERIOR FACE OF THE SHEATHING EXCEPT WHERE NOTED ON THE PLAN.2. PLAN DIMENSION LINES RUN FROM THE LEFT TO THE RIGHT SIDE OF THE BUILDING AND FROM THE TOP TO THE BOTTOM.3. DOORS NOT LOCATED BY DIMENSION ON PLANS OR DETAILS SHALL BE INSTALLED SUCH THAT THE DOOR, WHEN IN THE FULL OPEN POSITION AGAINST WALL STOP, IS PARALLEL TO ADJACENT WALL. COORDINATE WITH DOOR HARDWARE.4. DO NOT PENETRATE DEMISING WALLS.1440 LOCUST ST, SUITE 100DES MOINES, IOWA 50309515.244.4343ID8-ARCHITECTS.COMW(5)EW-CENTENNIAL CROSSINGA10119015PRICING SET 9/11/19HUBBELL REALTY COMPANY6900 WESTOWN PKWYWEST DES MOINES, IA 50266SCALE: 1/8" = 1'-0"1FIRST FLOOR PLANWALNUTSEE 1/A401 (REV.)WALNUTSEE 1/A401ELMSEE 1/A402 (REV.)ELMSEE 1/A402 (REV.)ELMSEE 1/A402 (REV.)ELMSEE 1/A402 (REV.)ELMSEE 1/A402 (REV.) Pattern Texture Installation T H W Rec Joint CUTFACE Guillotine cut with deep chiseled face. Installed in a horizontal pattern, sizes for easy installation.1.5” to 3”1” to 6”4” to 20”DRYSTACK Pattern DescriPtions anD Dimensions Packaging Weights Sq.Ft.Skid Box Box 11 120 Skid 88 1036 Corners 80 1017 117 Sq. Ft.10.9F - 10.7C Color Name Product Code ARIZONA 270-724-25 BROWN 270-200-25 CHARDONNAY 270-180-65 KENTUCKY 270-260-15 PENNSYLVANIA 270-800-25 SUEDE 270-185-65 10 Pattern DescriPtions anD Dimensions Packaging Skid Weights Sq.Ft.Skid Box Box 11.25 98 Skid 90 863 Corners 80 588 64 Sq. Ft.8.7F - 6.4C Color Name Product Code APPALACHIAN 420-250-15 PENNSYLVANIA 420-800-25 Pattern Texture Installation Thickness Height Width Rec Joint MESA Square and rectangular pieces with flat spotter pieces. Installed at random with long sides down and level. Spot in flat pieces at random. 1.5” to 3”2” to 12”4” to 18”DRYSTACK 19 Pattern Texture Installation T H W Rec Joint STACK Texture from smooth to gillotine cut. Installed on a horizontal plane with no pieces on a vertical plane. A tight fitted pattern when drystacked. Mortar joint is acceptable. 1.5” to 2.5”2” to 5”4” to 18”DRYSTACK Pattern DescriPtions anD Dimensions Packaging Weights Sq.Ft.Skid Box Box 11 113 Skid 88 983 Corners 72 602 66 Sq. Ft.10.F - 7.3C Color Name Product Code ARIZONA 100-724-25 APPALACHIAN 100-250-15 BROWN 100-200-25 CALIFORNIA 100-220-25 CHARDONNAY 100-180-65 ENGLISH 100-270-15 GRAY 100-030-45 KENTUCKY 100-260-15 PENNSYLVANIA 100-800-25 SUEDE 100-185-65 30