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Home My WebLink About2019-12-16-J10 Centennial Crossing Plat 2_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 2 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 2, includes the construction of 19 buildings with 98 townhome units. The units within each building will range in size from 1,277 square feet to 1,737 square feet. The proposed units will be for lease. Access will be provided to Plat 2 via access points off SE University Avenue and through the existing development to the south to SE Booth Avenue. 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. Units within Plat 2 include single-story and two-story units. The two story-units are located along the south boundary and will back-up to exiting two-story units. There also some additional two-story units on the east side of Plat 2. 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 2 Senior Planner, Andy Kass, addressed the Site Plan for Centennial Crossing Plat 2, for which the applicants and location remain the same as previous items. The proposed site plan indicates a total of 98 lots, all of which will house residential units, grouped into 19 buildings. The unit styles will be similar to phase 1. Mr. Kass advised that some of the plantings from the buffer area to the north has shifted to the west side to act as screening, and the required trees have been proposed to be placed in the back of the units to add to the screening in some areas of the development. All 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. J10 Staff would recommend approval subject to any remaining staff comments and review of the legal documents. 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 Ward 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 2. 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 2 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 2, subject to remaining staff comments on November 26, 2019; AND, WHEREAS, the Site Plan for Centennial Crossing Plat 2 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 2 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 2. ____________________________ 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 2 – 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. December 12, 2019 2 of 3 LAND USES AND ZONING 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 19 townhome/rowhome buildings for a total of 98 townhome units. Each building will have four to six units per building. The units within the buildings will range from 1,277 square feet to 1,737 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. 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 SE University Avenue and one access point to SE Booth Avenue are shown on the site plan. The applicant will reconstruct the existing access to SE Booth Avenue as part of these improvements. The Parking Ordinance requires a minimum of 2 parking spaces per unit and 1 visitor space for every five (5) units. A total of 216 parking spaces are required and the site plan indicates a total of 408 December 12, 2019 3 of 3 parking spaces. All streets internal to the site will be privately owner and maintained by a homeowners association. The site plan shows 10 parking spaces for visitor parking along SE Mason Lane and six (6) visitor spaces along SE Sloan Road. Sidewalks will be provided on one side of each street. The applicant proposed to construct a trail along the drainageways for parkland purposes. 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 north property line. 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. Profile View of SS-7001234567891011121314151617181920212223242526272829303132333435363738394041424344828180797877767574737271706968676665646362615957565554535251504948474645838485868788899091929394959697985860OUTLOT YLOT APLAT 1PLAT 2POOLCLUBHOUSE1234567891011121314151617181920212223242526272829303132333435363738394041424344828180797877767574737271706968676665646362615957565554535251504948474645838485868788899091929394959697985860OUTLOT YLOTAPLAT 1PLAT 2POOLCLUBHOUSE1GN-0130'60'0GRAPHIC SCALE120'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 2\GN-01.dwg 12/9/2019 9:57 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370I 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 2SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMBER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMEBR 25, 2019CENTENNIAL CROSSING PLAT 2SITE PLANWAUKEE, IOWA29ZONING 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 FEETPARK REQUIREMENTSAREA = # LOTS X 2.25 X 6 / 1000 = 98 X 2.25 X 6 / 1000 = 1.32 ACRESUNIT SUMMARYHICKORY UNITS = 42WALNUT UNITS = 28ELM UNITS = 28TOTAL = 98PARKING SUMMARYREQUIRED - (2 STALLS PER UNIT) + (1 STALL PER 5 UNITS)(98 UNITS x 2) + (98 UNITS / 5) = 216 STALLSPROVIDED - 2 GARAGE AND DRIVEWAY PER UNIT + 16 ADDITIONAL STALLS 408 PARKING STALL PROVIDEDOPEN SPACE CALCULATIONTOTAL AREA = 435,805 SF (10.0 AC)IMPERVIOUS AREA: ROADS = 61,920 SF (1.42 AC) DRIVEWAYS = 31,540 SF (.72 AC) SIDEWALKS = 12,770 SF (.29 AC) TOTAL IMPERVIOUS AREA = 106,230 SF (2.44 AC) 24.37%GENERAL NOTES:ALL PROPOSED DRIVES, UTILITIES AND OPEN SPACE AREAS ARE TO BE OWNEDAND MAINTAINED BY THE HOA FOR THE DEVELOPMENT.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 WAY SE BOOTH AVENUESheet List TableSheet NumberSheet TitleSheet Description1GN-01COVER SHEET2GN-02GENERAL NOTES AND LEGEND3GN-03EXISTING CONDITIONS AND REMOVALS4GN-04GENERAL LAYOUT AND DIMENSIONS5GN-05UNIT LAYOUT6GR-01GRADING PLAN7GR-02NORTH GRADING PLAN8GR-03SOUTH GRADING PLAN9GR-04SEDIMENT & EROSION CONTROL SHEET10SS-01SANITARY SEWER PLAN AND PROFILE11SS-02SANITARY SEWER PLAN AND PROFILE12SS-03SANITARY SEWER PLAN AND PROFILE13ST-01STORM SEWER PLAN AND PROFILE14ST-02STORM SEWER PLAN AND PROFILE15ST-03STORM SEWER PLAN AND PROFILE16ST-04STORM SEWER PLAN AND PROFILE17ST-05STORM SEWER PLAN AND PROFILE18WAT-01WATER MAIN PLAN AND PROFILE19WAT-02WATER MAIN PLAN AND PROFILE20WAT-03WATER MAIN PLAN AND PROFILE21PAV-01PAVING PLAN AND PROFILE22PAV-02PAVING PLAN AND PROFILE23PAV-03PAVING PLAN AND PROFILE24JT-01JOINTING PLAN AND PROFILE25JT-02JOINTING PLAN AND PROFILE26JT-03JOINTING PLAN AND ADA DESIGN27LA-01LANDSCAPE PLAN28DT-01DETAILS29DT-02DETAILS1 - 29 2GN-02AND NOTESGENERAL LEGENDN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 2\GN-02.dwg 12/9/2019 9:57 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.CENTENNIAL CROSSINGPLAT 2SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMBER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMEBR 25, 201929 30" CMPFL: 1007.52'30" CMPFL: 1007.95'FL: 1013.56'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: 1017.078" PVC FL S IN: 1005.218" PVC FL NE OUT: 1005.33SW-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 INTAKEINTAKE: 1018.2736" RCP FL E IN: 1012.5724" RCP FL S IN: 1012.7736" RCP FL NW OUT: 1012.27STORM MANHOLEINTAKE: 1018.2730" RCP FL W IN: 1012.97STORM 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)FL: 1003.78EXISTINGPARKENTRANCEEXISTING10.0' TRAIL60.0' STORM SEWER SURFACEWATER FLOWAGE EASEMENTBK: 1999 PG: 212140.0' ROW EASEMENTBK: 462 PG: 31CENTURYLINK EASEMENTBK: 2014 PG:1797060.0' EASEMENTBK: 2001 PG: 6386EXISTING 50.0' B-BEXISTING 50.0'1/2 ROW16.0' B-B16.0' B-B24.0' B-BEXISTING 60.0'1/2 ROW50.0' B-B3GN-03EXISTING CONDITIONS25'50'0GRAPHIC SCALE100'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 2\GN-03.dwg 12/9/2019 9:57 AM EXISTING TREESTO BE REMOVEDEXISTING TREESTO BE REMOVEDEXISTING TREESTO BE REMOVEDEXISTING SANITARY SEWERLINE TO BE RELOCATEDDRAWING 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 2SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMBER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMEBR 25, 201929EXISTING PLANTER BOXTO BE REMOVED550 LF OF EXISTING FIELD FENCE TO BE REMOVED750 SF OF EXISTING TRAILTO BE REMOVED76 LF OF 18-INCH CURBAND GUTTER SAWCVUTAND REMOVALEXISTING 30" CMPTO BE REMOVED550 LF OF EXISTING FIELD FENCE TO BE REMOVED550 LF OF EXISTING FIELD FENCE TO BE REMOVEDEXISTING POWER POLE TO BE RELOCATEDEXISTING POWER POLE TO BE RELOCATEDSAWCUT AND REMOVE2,850 SF OF EXISTING PAVING 123456789101112131415161718192021222324252627282930313233343536373839404142434482818079787776757473727170696867666564636261595756555453525150494847464583848586878889909192939495969798586093.00'48.50'23.60'93.00'23.60'93.00'31.10'93.00'31.10'93.00'23.60'93.00'23.60'93.00'23.60'93.00'23.60'93.00'31.10'93.00'31.10'93.00'23.60'93.00'23.60'93.00'23.60'93.00'23.60'93.00'31.10'93.00'31.10'93.00'23.60'93.00'23.60'93.00'23.60'93.00'23.60'93.00'31.10'93.00'31.10'93.00'23.60'93.00'23.60'93.00' 68.03'25.57'39.24'94.13'119.00'28.37'39.13'28.00'119.01'28.00'119.01'44.00'119.02'44.00'119.03'28.00'119.04'28.00'119.05'28.00'119.05'44.00'119.06'44.00'119.07'28.00'119.08'28.00'119.09'28.00'119.09'44.00'119.11'44.00'119.12'28.00'119.12'28.00'119.13'64.99'119.15'129.06'5.98'12.67'39.26'94.47'130.89'18.89'137.94'23.78'150. 0 2 '23.78'148. 4 3 '15.94'24.94'1 1 7 . 8 4 '18.47'1 1 5 . 1 8 '56.88'1 1 4 . 0 7 '23.60'1 1 2 . 9 7 '23.60'1 1 1 . 8 6 '23.60'1 1 1 . 8 6 '23.60'1 1 1 . 8 6 '48.90'1 1 1 . 8 6 '48.90'1 1 1 . 8 6 '23.60'1 1 1 . 8 6 '23.60'1 1 1 . 8 6 '23.60'1 1 1 . 8 6 '23.60'1 1 1 . 8 6 '48.90'1 1 1 . 8 6 '46.65'1 1 1 . 8 6 '23.60'1 1 1 . 8 6 '23.60'1 1 1 . 8 6 '23.60'1 1 1 . 8 6 '23.60'63.33'24.11'36.65'110.00'56.27'110.00'28.00'110.00'28.00'110.00'44.00'110.00'44.00'110.00'28.00'110.00'28.00'110.00'28.00'110.00'44.00'110.00'44.00'110.00'110.00'110.00'1 1 0 . 0 0 '1.73'1 1 0 . 0 0 '28.00'1 1 0 . 0 0 '28.00'1 1 0 . 0 0 '28.00'1 1 0 . 0 0 '28.00'1 1 0 . 0 0 '44.00'1 1 0 . 0 0 '44.00'1 1 0 . 0 0 '28.00'1 1 0 . 0 0 '28.00'1 1 0 . 0 0 '28.00'1 1 0 . 0 0 '28.00'48.02'48.11'109.97'28.00'109.97'28.00'109.97'26.82'24.00'25.46'25.46'7.19'25.46'OUTLOT Y5 4.43'LOT APLAT 1PLAT 2POOLCLUBHOUSE39.28'44.00'28.00'28.00'28.00'44.00'44.00'28.00'28.00'31.73'84.86'48.77'28.00'28.00'39.41'44.00'28.00'28.00'28.00'36.84'18.62'84.33'11.47'46.71'28.00'28.00'28.00'28.00'44.00'44.00'28.00'28.00'28.00'28.00'76.56'86.11'103.07'48.90'48.90'23.60'23.60'23.60'23.60'48.90'46.65'23.60'23.60'23.60'23.60'48.86'66.84'85.70'20.87'115.49'56.94'23.63'23.63'23.63'23.60'44.00'15.24'50.66'23.60'23.60'31.10'31.10'23.60'23.60'23.60'23.60'31.10'31.10'23.60'23.60'23.60'23.60'31.10'31.10'23.60'23.60'23.60'23.60'31.10'31.10'23.60'23.60'48.98'93.00'24.00'53.89'28.00'28.00'44.00'44.00'28.00'28.00'28.00'44.00'44.00'28.00'28.00'28.00'44.00'28.00'28.00'64.56'312.03'60.00'24.00'72"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)EXISTING 60.0' STORMSEWER SURFACEWATER FLOWAGE EASEMENTBK:1999 PG:212125.0' SETBACK (TYP.)50.0' INGRESS/EGRESS &PRIVATE INFRASTRUCTUREEASEMENT15.0' STORM SEWEREASEMENT50.0' INGRESS/EGRESS &PRIVATE INFRASTRUCTUREEASEMENT15.0' STORM SEWER& S.W.F.E.15.0' SETBACK (TYP.) & S.W.F.E.25.0' PARKING STALLEASEMENT50.0' INGRESS/EGRESS &PRIVATE INFRASTRUCTUREEASEMENT15.0' STORM SEWER &S.W.F. EASEMENTSE UNIVERSITY AVESE LA GRANT PKWY24.0' B-B / ROW24.0' B-B / ROW24.0' B-B/ROWSE CORBY WAYSE SLOAN DR.SE MASON LANER25.0'R25.0'R25.0'R25.0'R25.0'R25.0'R25.0'R30.0'R30.0'R25.0'R25.0'SUDAS TYPE A DRIVEWAY50.0' INGRESS/EGRESS &PRIVATE INFRASTRUCTUREEASEMENT25.0' SETBACK (TYP.) &LANDSCAPE EASEMENT25.0' SETBACK &LANDSCAPE BUFFER40.0' SANITARY AND STORMSEWER EASEMENT30.0' SETBACK (TYP.)15.0' SETBACK (TYP.)15.0'SETBACK (TYP.)15.0' SETBACK (TYP.)20.0' SETBACK (TYP.)7.5' SETBACK7.5'SETABCK25.0' SETBACK (TYP.)20.0' SETBACK (TYP.)25.0' SETBACK (TYP.)20.0' SETBACK (TYP.)25.0' SETBACK (TYP.)60.0' UNIVERSITY1/2 RIGHT OF WAYDRIVEWAY / ALLEYSE BOOTH AVESUDAS TYPE A DRIVEWAYEXISTING 60.0'EASEMENTBK: 2001 PG: 636815.0' SIDE SETBACK7.5' SIDESETBACK15.0' SETBACK(TYP.)10.0' SETBACKMAILBOX PADMAILBOX PADMAILBOX PADMAILBOX PADMAILBOX PADMAILBOX PADMAILBOX PADEXISTING 60.0' STORMSEWER SURFACEWATER FLOWAGE EASEMENTBK:1999 PG:212120.0' S.W.F.EASEMENT20.0' STORM SEWER& S.W.F.E.STORM SEWER& S.W.F.E.20.0' STORMSEWER & S.W.F.E.20.0' STORM SEWER& S.W.F.E.30.0' SANITARYSEWER EASEMENTS.W.F.E.20.0' S.W.F.E.15.0' S.W.F.E.15.0' S.W.F.E.30.0' SETBACK20.0' STORMSEWER EASEMENT5.0' S.W.F.E.7.5' SIDE SETBACK7.5' SIDE SETBACK10.0' SETBACK10.0'SETBACK13.0' INGRESS/EGRESS &PRIVATE INFRASTRUCTUREEASEMENT15.0'STORM SEWEREASEMENT15.0' S.W.F.E.15.0' S.W.F.E.4GN-04AND DIMENSION PLANGENERAL LAYOUT25'50'0GRAPHIC SCALE100'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 2\GN-04.dwg 12/9/2019 9:58 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.CENTENNIAL CROSSINGPLAT 2SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMBER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMEBR 25, 201929 PLAT 1PLAT 24.5' X 6' RCB (C)S89°48'41"E 956.06'(M)N89°42'11"E 956.30'(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)SE UNIVERSITY AVEWWWWWWHWWWWWWWWWWWWWWWWEEWWHWEEEEWEEEEHWEEEEEEEEEEEEEEEEEEHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHHWSE CORBY WAYSE SLOAN DR.SE MASON LANEHHDRIVEWAY / ALLEY12201210120012301240125012601270128012901300131013201330134013501360137011011612212813414014615215816417017618218819420020621221822423023624224825426016717317919113651335132512851275123512451255126512951305131513451355135141147153159165122512351245125512651275128512951305131513251335134513551365137513851395137013601350134013301320130012901280127012601250ELM 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'GARAGEPATIOUNITHICKORY UNIT1,737 SF29.5'18.5'GARAGEUNIT48.0'23.6'10.0'20.0'23.6'23.0'25.0'PATIO5GN-05UNIT LAYOUT25'50'0GRAPHIC SCALE100'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 2\GN-04.dwg 12/9/2019 9:58 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.CENTENNIAL CROSSINGPLAT 2SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMBER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMEBR 25, 201929UNIT SUMMARYHICKORY UNITS = 42WALNUT UNITS = 28ELM UNITS = 28TOTAL = 98 72"RCP ARCH (C)72"RCP ARCH (C)4.5' X 6' RCB (C)1234567891011121314151617181920212223242526272829303132333435363738394041424344828180797877767574737271706968676665646362615957565554535251504948474645838485868788899091929394959697985860OUTLOT YLOT APLAT 1PLAT 2POOLCLUBHOUSESE CORBY WAYSE SLOAN DRIVESE MASON LANE5' SWFESE BOOTH DR.20.0' SWALEBOTTOM20.0' SWALEBOTTOMEXISTING 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 REPLACE15.0' STORM SEWER& S.W.F.E.15.0' SETBACK (TYP.) & S.W.F.E.20.0' S.W.F.EASEMENT20.0' STORM SEWER& S.W.F.E.STORM SEWER& S.W.F.E.20.0' STORMSEWER & S.W.F.E.20.0' STORM SEWER& S.W.F.E.S.W.F.E.20.0' S.W.F.E.15.0' S.W.F.E.15.0' S.W.F.E.15.0' S.W.F.E.15.0' S.W.F.E.GRADING 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 PLANOVERALL25'50'0GRAPHIC SCALE100'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 2\Grading.dwg 12/9/2019 9:59 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.CENTENNIAL CROSSINGPLAT 2SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMBER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMEBR 25, 201929 4.5' X 6' RCB (C)12345678910111213147877767574737271706968676665646362615957565554535251929394959697985860OUTLOTYLOTAPLAT 1PLAT 21014 101610161010100610081012 7 . 9 9% 3 3 . 8 6% 3 0 . 9 5% 3 1 . 2 0%1020101210141016101810221025.55 FG1025.50 FG1025.18 FG1026.07 FG1024.57 FG1022.81 FG1021.88 FG1021.06 FG1020.55 FG1020.17 FG1018.80 FG1017.96 FG1016.77 FG1013.58 FG1015.00 FG1015.00 FG1015.00 FG1016.54 FG1018.12 FG1018.75 FG1018.75 FG1019.37 FG1019.05 FG1022.50 FG1022.50 FG1023.00 FG1023.50 FG1022.31 TC1022.05 TC1021.68 TC1021.13 TC1019.90 TC1018.48 TC1017.57 TC1016.66 TC1015.75 TC1014.46 TC1013.46 TC1012.95 TC1012.46 TC1011.31 TC1009.45 FG1009.54 FG1022.27 TC1022.01 TC1021.62 TC1021.05 TC1019.78 TC1018.35 TC1017.45 TC1016.54 TC1015.63 TC1014.55 TC1016.75 FG1017.37 FG1018.63 FG1019.25 FG1019.17 FG1021.50 FG1022.04 FG1023.04 FG1023.50 FG1022.27 FG1021.59 FG1019.64 FG1017.73 FG1017.15 FG1016.67 FG1017.75 FG1018.08 FG1016.49 FG1016.55 TC1016.80 TC1016.67 TC1016.46 TC1016.26 TC1 0 1 6 . 0 5 T C 1015.84 TC1015.16 TC1014.99 TC1014.78 TC1014.58 TC1014.37 TC1014.17 TC1013.70 TC1013.72 TC1013.91 TC1014.15 TC1014.23 TC1014.06 TC1012.98 TC1011.32 TC1012.15 TC1012.83 FG1015.00 FG1015.00 FG1015.00 FG1015.25 FG1015.50 FG1015.50 FG1014.63 FG1016.75 FG1016.75 FG1017.00 FG1017.25 FG1017.25 FG1016.38 FG1016.23 FG1016.50 FG1016.50 FG1016.34 FG1015.95 FG1016.50 FG1016.50 FG1015.56 FG1016.89 FG1016.50 FG1015.38 FG1014.81 TC1015.05 TC1015.29 TC1015.54 TC1015.78 TC1016.17 TC1017.05 FG101210121014 101 4 1 0 1 4 10161 0 1 8 4.00%2.98%2.50%1010.30 FG1010.32 FG1010.00 FG1 0 0 8 . 6 3 F G 1 0 1 5 . 0 0 F G 1 0 1 5 . 0 0 F G1015.00 FG102010201020 101610181022 101210121014 102010 1 8 101610121014SE CORBY WAYSE MASON LANE5.50%5.92%5.68%1014.25 FG1015.80 FG4.44%7.53%13.20%10.17%6.86%8.69%11.25%13.83%8 . 8 4% 8 . 0 1% 6. 7 6% 5. 6 3% 4. 3 9 % 3 . 0 2%1009.37 FG2.44%3 . 1 9% 4 . 2 8%2.97%4.00%4.83% 1 . 8 5%2.90%3.92% 2 . 4 1% 3 . 5 0%4.47%5.52% 4. 3 2% 5. 5 6% 6. 3 9%1020.00 FG1020.00 FG1019.15 FG1015.00 FG1015.00 FG1017.50 FG1017.50 FG1015.00 FG1015.00 FG1015.00 FG1015.00 FG1015.00 FG1015.00 FG1015.50 FG1015.50 FG1016.75 FG1016.75 FG1017.25 FG1017.25 FG1018.00 FG1023.50 FG 1 0 2 3 . 5 0 F G 1021.50 FG1019.25 FG1019.25 FG1021.50 FG1016.75 FG1016.75 FG100-YR-1018.20100-YR-1010.81100-YR-1013.5923.37%11.82%13.67% 11.3 1 % 16 . 0 1 %6.79%13.14%7.28%0.51%8.40%15.06%7.29%11.89%10.64% 1012.09 FG 7.11%11.20%4.4 1 % 4.42% 3.56 % 3.85% 1 2 . 1 4%16.29%4.42%6.48%5.09%4.61%7.64%3.49%15.14%2.92%2.35% 2. 3 7 %1015.00 FGOVERFLOWELEV: 1016.45 FGOVERFLOWELEV: 1016.20 FGOVERFLOWELEV: 1023.06 FGOVERFLOWELEV: 1019.09 FGOVERFLOWELEV: 1011.41 FGOVERFLOWELEV: 1009.92 FGOVERFLOWELEV: 1013.74 FG1008.44 FG1008.05 FG1007.38 FG1006.58 FG1006.38 FG1006.73 FG1006.92 FG1007.25 FG1007.58 FG1007.90 FG1008.55 FG1009.16 FG1009.43 FG2.00%2.00%8.35%19.22%7.56%14.68%2.76%5' SWFE0.57%DETENTION BASIN100 YR ELEV: 1011.9820.0' SWALEBOTTOMEXISTING STORM TILE LINE TO BELEFT IN PLACE DURING CONSTRUCTION,IF TILE LINE IS DAMAGED CONTRACTORTO REPLACE7.5'7.5'100-YR: 1015.242.00%2.00%2.00%2.00%2.00%7.5'7.5'1016.24 FG1015.68 FG1015.04 FG1016.11 FG7.5'2.00%1015.57 FG1023.06 FG2.00%1022.51 FG1021.95 FG1021.39 FG1017.98 FG2.00%2.00%7.60%1022.50 FG1022.50 FG14.5'14.5'14.5'14.5'14.5'1019.06 FG1018.31 FG1017.47 FG1016.69 FG1015.53 FG1014.49 FG1013.42 FG1012.45 FG1015.00 FG2.48%3.00%2.78%2.50%3.83%3.46%14.5'14.6'14.6'14.6'14.6'14.6'14.6'14.6'2.99%1006.78 FG1006.55 FG 20.0' S.W.F.EASEMENT20.0' STORM SEWER& S.W.F.E.STORM SEWER& S.W.F.E.20.0' STORMSEWER & S.W.F.E.20.0' STORM SEWER& S.W.F.E.S.W.F.E.20.0' S.W.F.E.15.0' S.W.F.E.15.0' S.W.F.E.1010.91 TC1010.63 TC1006.11 FG1006.11 FG1009.95 TS1004.50 FGGRADING 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.7GR-02GRADING PLANNORTH15'30'0GRAPHIC SCALE60'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 2\Grading.dwg 12/9/2019 9:59 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.CENTENNIAL CROSSINGPLAT 2SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMBER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMEBR 25, 201929 2.00%2.00%1011121314151617181920212223242526272829303132333435363738394041424344828180797877767574565554535251504948474645838485868788899091929394959697OUTLOTYCLUBHOUSE10201020101810181022102210241024101610183 3 . 8 6% 3 0 . 9 5% 3 1 . 2 0% 2 9 . 6 0%1020102210241027.53 FG1027.40 FG1027.56 FG1027.80 FG1027.76 FG1027.78 FG1027.79 FG1027.91 FG1027.66 FG1027.22 FG1026.66 FG1025.86 FG1025.37 FG1024.50 FG1023.87 FG1023.10 FG1022.56 FG1022.39 FG1022.28 FG1021.56 FG1021.45 FG1020.97 FG1021.07 FG1020.82 FG1020.45 FG1019.25 FG1019.25 FG1019.25 FG1019.74 FG1020.70 FG1021.45 FG1022.20 FG1022.20 FG1022.20 FG1022.87 FG1023.65 FG1024.40 FG1025.15 FG1025.15 FG1025.15 FG 1026.00 F G1026.50 FG1026.50 FG1026.50 FG1026.50 FG1026.50 FG1025.85 FG1027.00 FG1027.00 FG1027.00 FG 1024.87 TC1024.64 TC1024.44 TC1024.36 TC1024.47 TC1024.67 TC1024.90 TC1025.03 TC1025.00 TC1024.72 TC1 0 2 4 . 2 1 T C 1023.78 TC1023.36 TC1 0 2 2 . 9 4 T C 1022.52 TC1021.96 TC1021.40 TC1020.98 TC1020.56 TC1020.13 TC1019.71 TC1019.16 TC1018.60 TC1018.18 TC1017.75 TC1027.30 FG1026.79 FG1026.07 FG1025.68 FG1024.85 FG1025.55 FG1025.50 FG1025.18 FG1026.07 FG1024.57 FG1019.05 FG1022.50 FG1022.50 FG1023.00 FG1023.50 FG1022.16 FG1025.00 FG1025.00 FG1025.00 FG1023.63 TC1023.38 TC1023.12 TC1022.71 TC1022.31 TC1022.05 TC1021.68 TC1021.13 TC1019.90 TC1023.89 TC1024.45 TC1025.11 TC1023.89 TC1023.60 TC1023.34 TC1023.08 TC1022.68 TC1022.27 TC1022.01 TC1021.62 TC1021.05 TC1019.78 TC1019.17 FG1021.50 FG1022.04 FG1023.04 FG1023.50 FG1022.75 FG1025.00 FG1025.00 FG1025.00 FG1024.24 FG1023.55 FG1021.65 FG1022.27 FG1021.59 FG1019.64 FG1017.73 FG1017.15 FG1016.67 FG 1 0 2 3 . 8 8 F G 1023.26 FG1021.48 FG1017.22 FG1024.00 FG1024.62 FG1025.25 FG1024.54 TC1025.00 TC1024.43 TC1023.93 TC1023.43 TC1023.63 TC1022.32 TC1016.55 TC1016.80 TC1017.04 TC1017.28 TC1017.53 TC1018.20 TC1020.04 TC1021.45 TC1018.32 TC1018.12 TC1017.91 TC1017.71 TC1017.50 TC1017.09 TC1016.67 TC1016.46 TC1016.26 TC1016.05 TC1015.84 TC1015.16 TC1016.75 FG1016.75 FG1017.00 FG1017.25 FG1017.25 FG1016.38 FG1018.00 FG1018.00 FG1018.50 FG1019.00 FG1019.00 FG1018.33 TC1018.43 TC1017.53 TC1017.52 TC1017.52 TC1019.13 TC2.00%2.50%1016.23 FG1016.50 FG1016.50 FG1016.34 FG1015.95 FG1016.50 FG1016.50 FG1015.56 FG1016.89 FG1016.50 FG1015.05 TC1015.29 TC1015.54 TC1015.78 TC1016.17 TC1017.05 FG1017.75 FG1017.75 FG1018.25 FG1018.75 FG1018.75 FG2.00%1016.11 FG1018.75 FG1018.39 FG1018.36 FG101410161018 10161 0 1 8 2.48%4.00%10221024 10201022 10201016101810221026 10201024 1020 1022 10201 0 1 8 10241023.79 FGSE CORBY WAYSE SLOAN DRIVESE MASON LANE1027.48 FG1027.43 FG9.96%11.21%12.41%13.10%10.53%9.46%8.63%7.46%7.34%8.00% 3.88% 6.12% 7.91% 4.44% 7.12% 3.6 2 % 5.25% 7.57% 9.72% 4.1 2 % 6.25% 2.13% 5.03 % 6.72% 8.85%6.37%8.86%5.50%5.92% 6. 7 6% 5. 6 3% 4. 3 9% 3 . 0 2%2.85%3 . 6 5% 4 . 7 4%1.19%2.06%2 . 7 9%2.44%3 . 1 9% 4 . 2 8%2.97%4.00%4.83% 5 . 5 5% 6. 8 8% 7 . 9 5% 4. 3 2 % 5. 5 6% 6. 3 9%1025.00 FG1025.00 FG1025.00 FG1025.00 FG1025.00 FG1025.00 FG1023.50 FG1023.50 FG1020.00 FG1016.75 FG1017.25 FG1017.25 FG1018.00 FG1019.00 FG1019.00 FG1018.00 FG1025.25 FG1025.25 FG1025.00 FG1025.00 FG 1025.00 FG1025.00 FG1023.50 FG1023.50 FG 1021.50 FG1019.25 FG1021.50 FG1 0 1 9 . 2 5 F G 1 0 1 9 . 2 5 F G1019.25 FG1019.25 FG1020.70 FG1 0 2 0 . 7 0 F G1022.20 FG1022.20 FG1023.65 FG1023.65 FG1025.15 FG1026.50 FG1025.15 FG1026.50 FG1026.50 FG1027.00 FG1027.00 FG1027.00 FG1027.00 FG1026.50 FG100-YR-1016.84100-YR-1016.94100-YR-1018.2015.06%7.29%11.09%3.91%1.07%2.11%6.79%5.72%3.12%6.09%5.53%13.12%5.81%28.6 3 %1027.37 FG3.49%15.14%10.01% 6 . 4 9% 8 . 8 1%5.78%2.92%2.35% 2. 3 7 %OVERFLOWELEV: 1026.38 FGOVERFLOWELEV: 1018.52 FGOVERFLOWELEV: 1016.45 FGOVERFLOWELEV: 1016.20 FGOVERFLOWELEV: 1023.06 FGOVERFLOWELEV: 1024.20 FG1006.92 FG1007.25 FG1007.58 FG1007.90 FG1008.55 FG1009.16 FG1009.43 FG1009.84 FG1010.12 FG1010.39 FG1010.94 FG12.16%10.74%2.90%8.74%6.20%12.50%8.36%14.92%2.00%2.00%12.63%9.92%8.33%1 7 . 7 8%7.56%14.68%5' SWFESE BOOTH DR.EXISTING STORM TILE LINE TO BELEFT IN PLACE DURING CONSTRUCTION,IF TILE LINE IS DAMAGED CONTRACTORTO REPLACE100-YR: 1024.23100-YR: 1025.261027.31 FG1027.19 FG1027.30 FG1027.41 FG1027.20 FG1027.49 FG1027.67 FG1027.84 FG1027.75 FG1027.35 F G 1026.71 FG1026.03 FG1 0 2 5 . 1 4 F G 1 0 2 4 . 2 9 F G 1023.67 FG1022.91 FG1022.28 FG1 0 2 2 . 2 4 F G 1022.15 FG1021.34 FG1 0 2 0 . 9 9 F G 1 0 2 0 . 6 9 F G 1 0 2 0 . 7 5 F G 1020.82 FG1020.30 FG1019.31 FG2.00%2.00%2.00%2.00%2.00%2.00%2.00%2.00%2.00%2.00%2.00%2.00%2.00%2.00%2.00%2.00%2.00%2.00%2.00%2.00%2.00%9.0'9.0'9.0'9.0'9.0'9.0'9.0'9.0'9.0'9.0'9.0'9.0'9.0'9.0'9.0'9.0'9.0'9.0'9.0'9.0'9.0'9.0'9.0'9.0'9.0'9.0'100-YR: 1017.321024.15 FG1.0'1023.45 FG1022.83 FG1022.77 FG1022.75 FG0.7'0.4'2.53%2.50%1017.80 FG1017.24 FG1016.67 FG2.5'2.00%2.00%2.00%5.0'2.5'2.00%1015.44 FG100-YR: 1015.647.5'7.5'100-YR: 1015.242.00%2.00%2.00%2.00%2.00%7.5'7.5'1016.24 FG1015.68 FG1015.04 FG1016.11 FG1015.23 FG7.5'2.00%1015.57 FG1023.09 FG1022.39 FG1021.30 FG1023.06 FG2.50%2.50%14.5'2.00%1022.51 FG1021.95 FG1021.39 FG1017.98 FG100-YR: 1021.562.00%2.00%7.60%1022.50 FG1022.50 FG14.5'14.5'14.5'14.5'14.5'14.5'14.5'14.5'15.0' STORM SEWER& S.W.F.E.15.0' SETBACK (TYP.) & S.W.F.E.20.0' S.W.F.EASEMENT15.0' S.W.F.E.15.0' S.W.F.E.15.0' S.W.F.E.OVERFLOWELEV: 1017.16 FGGRADING 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.8GR-03GRADING PLANSOUTH15'30'0GRAPHIC SCALE60'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 2\Grading.dwg 12/9/2019 10:00 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.CENTENNIAL CROSSINGPLAT 2SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMBER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMEBR 25, 201929 72"RCP ARCH (C)72"RCP ARCH (C)4.5' X 6' RCB (C)1234567891011121314151617181920212223242526272829303132333435363738394041424344828180797877767574737271706968676665646362615957565554535251504948474645838485868788899091929394959697985860OUTLOT YLOT APLAT 1PLAT 2POOLCLUBHOUSESE CORBY WAYSE SLOAN DRIVESE MASON LANEPROPOSEDSTOCKPILEAPPROXIMATE LIMITSOF DISTURBANCE≈ 10.47 ACDDUMPSTER - (1)WBLINED OR ROLL OFFWASH OUT (50' MIN.FROM INTAKES) - (1)STAGINGAREA /EQUIPMENTSTORAGE - (1)PORTABLERESTROOM - (1)ROCK ENTRANCE24' X 60'SE BOOTH DR.FES-501, 48" FESFES-801, 24" FESS.W.F.E.15.0' S.W.F.E.FES-1001, FESDISCHARGE POINT, DISCHARGESTO SUGAR CREEK IMMEDIATELYNORTH OF UNIVERSITY AVEFES-202, FES9GR-04CONTROL SHEETSEDIMENT & EROSION25'50'0GRAPHIC SCALE100'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 2\Grading.dwg 12/9/2019 10:00 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.CENTENNIAL CROSSINGPLAT 2SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMBER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMEBR 25, 201929NOTES: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. ≈ 9.5 AC4)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 FENCE3500 LFBELOW GRADE INTAKE 30 EACHPROTECTION (POST PAVING)SILT FENCE OR MULCH LOG1000 LFSTANDPIPE5 EACHS 4.5' X 6' RCB (C)+100 00+101 00+101 34 686766656463626159985860LOT A+20100+20200+20300SE MASON LANE(RP-200)CRITICAL CROSSINGP-101, 8" TRUSS PVC50.0' INGRESS/EGRESS &PRIVATE INFRASTRUCTUREEASEMENTSSMH-101, SW-303PIPE STA: 100+00.00N: 7491881.00E: 18458543.38SSMH-102, SW-301PIPE STA: 101+34.10RP-100 STA: 102+53.2, OFF: 150.9 LN: 7491804.71E: 18458433.1040.0' STORM AND SANITARYSEWER EASEMENT995100010051010101510201025995100010051010101510201025100+001009.52 EG1009.12 FG1012.88 FG1012.47 EG101+001015.04 EG1014.13 FG101+341015.64 EG1013.62 FG P-1018" TRUSS PVC130' @ 1.00%BOTTOM OF PIPEELEV: 1005.70TOP OF PIPEELEV: 1003.95EXISTING FLOWLINEELEV: 1001.87SSMH-101 (SW-303, 48" DIA.)PIPE STA = 100+00.00RIM = 1009.12 (7.00' DEPTH)INV. IN (SW) = 1002.12 P-101SSMH-102 (SW-301, 48" DIA.)PIPE STA = 101+34.10RIM = 1013.62 (10.15' DEPTH)INV. IN (SE) = 1003.71 P-203INV. IN (NW) = 1003.71 P-202INV. OUT (NE) = 1003.46 P-1018" PVCSS-200995100010051010101510201025995100010051010101510201025200+001013.33 EG1013.53 FG1013.85 FG1014.43 EG 201+001015.24 EG 1013.94 FG 1013.49 FG 1015.54 EG 202+001015.43 EG 1013.84 FG 1014.27 FG 1014.57 EG 203+001014.02 EG 1014.71 FG 1015.15 FG 1013.90 EG 204+001014.65 EG 1015.58 FG 1016.01 FG 1015.12 EG 205+001015.28 EG 1016.44 FG 1016.87 FG 1015.89 EG 206+001016.85 EG 1017.29 FG 1017.72 FG 1017.18 EG 207+001017.80 EG 1018.15 FG 1018.55 FG 1018.10 EG 207+591018.11 EG 1018.60 FG SSMH-202 (SW-301, 48" DIA.) PIPE STA = 201+02.48 RIM = 1013.93 (9.52' DEPTH) INV. IN (W) = 1004.52 P-201 INV. OUT (SE) = 1004.42 P-202 SSMH-403 (SW-301, 48" DIA.) PIPE STA = 207+59.31 RIM = 1018.60 (8.93' DEPTH) INV. IN (E) = 1009.92 P-403 INV. IN (W) = 1009.92 P-402 INV. OUT (NW) = 1009.68 P-204 SSMH-201 (SW-301, 48" DIA.)PIPE STA = 200+00.00RIM = 1013.53 (7.99' DEPTH)INV. IN (N) = 1005.79 P-303INV. IN (S) = 1005.79 P-302INV. OUT (E) = 1005.54 P-201P-2018" TRUSS PVC99' @ 1.00%P-2038" TRUSS PVC206' @ 1.00%SSMH-203 (SW-301, 48" DIA.) PIPE STA = 203+82.81 RIM = 1015.43 (9.62' DEPTH) INV. IN (SE) = 1005.91 P-204 INV. OUT (NW) = 1005.81 P-203 P-2048" TRUSS PVC373' @ 1.00%BOTTOM OF PIPEELEV: 1009.53TOP OF PIPEELEV: 1006.09BOTTOM OF PIPEELEV: 1007.95TOP OF PIPEELEV: 1004.61TOP OF PIPEELEV: 1005.22BOTTOM OF PIPEELEV: 1009.36TOP OF PIPEELEV: 1007.22BOTTOM OF PIPEELEV: 1011.37TOP OF PIPEELEV: 1010.12BOTTOM OF PIPEELEV: 1011.68SSMH-102 (SW-301, 48" DIA.) PIPE STA = 101+34.10 RIM = 1013.62 (10.15' DEPTH) INV. IN (SE) = 1003.71 P-203 INV. IN (NW) = 1003.71 P-202 INV. OUT (NE) = 1003.46 P-101P-2028" TRUSS PVC66' @ 1.00%8" PVCL-506 (Storm)15" RCPL-304 (Storm)15" RCPL-503 (Storm)24" RCPL-704 (Storm)15" RCPL-30415" RCP23' @ 0.50%+20000+20100+202 00 +203 00 +204 00 +205 00 +206 00 +207 00 +207 59456789373839 4077767574737271706968676665646362615957565554535251504948474645868788899091929394959697985860OUTLOT YLOT APLAT 1PLAT 2SSMH-403, SW-301PIPE STA: 207+59.31RP-300 STA: 305+96.0, OFF: 0.0N: 7491324.04E: 18458768.90SSMH-203, SW-301PIPE STA: 203+82.81RP-200 STA: 203+84.8, OFF: 0.0N: 7491632.12E: 18458552.48SSMH-201, SW-301PIPE STA: 200+00.00RP-100 STA: 101+90.4, OFF: 0.0N: 7491868.53E: 18458282.61P-204, 8" TRUSS PVCP-203, 8" TRUSS PVCP-201, 8" TRUSS PVC304+30500+30600SSMH-202, SW-301PIPE STA: 201+02.48RP-200 STA: 201+03.6, OFF: 0.0N: 7491855.52E: 18458384.26SE CORBY WAY(RP-100)SE MASON LANE(RP-100)S E S L O A N D R .(RP-300)CRITICAL CROSSINGLOCATIONCRITICAL CROSSINGLOCATIONCRITICAL CROSSINGLOCATION50.0' INGRESS/EGRESS &PRIVATE INFRASTRUCTUREEASEMENTSSMH-102, SW-301PIPE STA: 101+34.10RP-200 STA: 201+74.9, OFF: 0.0N: 7491804.71E: 18458433.10P-202, 8" TRUSS PVC10SS-01PLAN AND PROFILESANITARY SEWER20'40'0GRAPHIC SCALE80'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 2\Sanitary.dwg12/9/2019 10:01 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.CENTENNIAL CROSSINGPLAT 2SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMBER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMEBR 25, 201929NORTH 4.5' X 6' RCB (C)+300 00+301 00 +302 00 +303 00 +304 00 +305 00 +305 98 12345678910111213141516171819202122232425262728293031328281807978777675747372717069686766656463626183848586939495969798OUTLOT YLOT ASSMH-301, SW-301PIPE STA: 300+00.00RP-100 STA: 106+83.1, OFF: 0.0N: 7491375.87E: 18458279.20SSMH-302, SW-301PIPE STA: 302+50.80RP-100 STA: 104+32.3, OFF: 0.0N: 7491626.67E: 18458280.93STMH-303, SW-301PIPE STA: 305+91.32RP-100 STA: 100+91.8, OFF: 0.0N: 7491967.17E: 18458283.29P-303, 8" TRUSS PVCP-301, 8" TRUSS PVCP-302, 8" TRUSS PVC+100 00 +101 00 +102 00 +103 00 +104 00 +105 00 +106 00+107 00+107 34 SSMH-201, SW-301PIPE STA: 200+00.00RP-100 STA: 101+90.4, OFF: 0.0N: 7491868.53E: 18458282.61SE CORBY WAY(RP-100)SE SLOAN DR.(RP-300)SE MASON LANE (RP - 2 0 0 )CRITICAL CROSSINGLOCATIONCRITICAL CROSSINGLOCATION50.0' INGRESS/EGRESS &PRIVATE INFRASTRUCTUREEASEMENT99510001005101010151020102510309951000100510101015102010251030300+001024.51 EG1023.65 FG1023.19 FG1023.76 EG301+001023.07 EG1022.73 FG 1022.27 FG 1022.65 EG 302+001022.31 EG 1021.78 FG 1020.83 FG 1021.25 EG 303+001018.95 EG 1019.34 FG 1017.72 FG 1017.50 EG 304+001016.19 EG 1016.10 FG 1014.56 FG 1015.03 EG 305+001012.99 EG 1013.38 FG 1012.49 FG 1012.07 EG 305+981011.48 EG 1011.65 FG SSMH-301 (SW-301, 48" DIA.)PIPE STA = 300+00.00RIM = 1023.65 (6.05' DEPTH)INV. OUT (N) = 1017.60 P-301 P-3018" TRUSS PVC247' @ 1.50%SSMH-302 (SW-301, 48" DIA.) PIPE STA = 302+50.80 RIM = 1020.81 (7.07' DEPTH) INV. IN (S) = 1013.84 P-301 INV. OUT (N) = 1013.74 P-302 P-3028" TRUSS PVC238' @ 3.30%SSMH-201 (SW-301, 48" DIA.) PIPE STA = 200+00.00 RIM = 1013.53 (7.99' DEPTH) INV. IN (N) = 1005.79 P-303 INV. IN (S) = 1005.79 P-302 INV. OUT (E) = 1005.54 P-201 P-3038" TRUSS PVC95' @ 1.00%STMH-303 (SW-301, 48" DIA.) PIPE STA = 305+91.32 RIM = 1011.77 (4.97' DEPTH) INV. OUT (S) = 1006.80 P-303L-701 (Storm)15" RCPL-704A (Storm)15" RCPL-705A (Storm)15" RCP8" PVCBOTTOM OF PIPEELEV: 1018.50TOP OF PIPEELEV: 1016.56BOTTOM OF PIPEELEV: 1015.26TOP OF PIPEELEV: 1013.21BOTTOM OF PIPEELEV: 1005.97TOP OF PIPEELEV: 1004.01BOTTOM OF PIPEELEV: 1010.10TOP OF PIPEELEV: 1007.7911SS-02PLAN AND PROFILESANITARY SEWER20'40'0GRAPHIC SCALE80'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 2\Sanitary.dwg12/9/2019 10:01 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.CENTENNIAL CROSSINGPLAT 2SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMBER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMEBR 25, 201929 +400 00+401 00 +402 00 +403 00 +404 00 +405 00 +406 00 +406 72 14151617181920212223242526272829303132333435363738394041424344828180797850494847464583848586878889909192OUTLOT YSSMH-402, SW-301PIPE STA: 402+93.36RP-300 STA: 302+83.3, OFF: 0.0N: 7491324.50E: 18458456.22SSMH-401, SW-301PIPE STA: 400+03.74N: 7491324.92E: 18458166.60SSMH-404, SW-301PIPE STA: 406+72.42RP-300 STA: 306+62.4, OFF: 0.0N: 7491323.94E: 18458835.28P-401, 8" TRUSS PVCP-402, 8" TRUSS PVCP-403, 8" TRUSS PVC+300 00+301 00 +302 00 +303 00 +304 00 +305 00 +306 00 + 30 7 00 +30800SSMH-403, SW-301PIPE STA: 207+59.31RP-300 STA: 305+96.0, OFF: 0.0N: 7491324.04E: 18458768.90SE SLOAN DR.(RP-300)SE CORBY WAY(RP-100)SE MASON LANE(RP-200)CRITICALCROSSINGLOCATION50.0' INGRESS/EGRESS &PRIVATE INFRASTRUCTUREEASEMENT1000100510101015102010251030103510001005101010151020102510301035400+001026.85 EG1025.47 FG1024.60 FG1025.81 EG401+001025.37 EG1024.25 FG 1024.40 FG 1025.72 EG 402+001026.50 EG 1024.86 FG 1024.81 FG 1026.79 EG 403+001025.79 EG 1024.08 FG 1023.19 FG 1024.49 EG 404+001022.93 EG 1022.29 FG 1021.40 FG 1021.11 EG 405+001020.80 EG 1020.50 FG 1019.61 FG 1019.29 EG 406+001018.24 EG 1018.71 FG 1017.82 FG 1017.37 EG 406+721016.55 EG 1017.41 FG SSMH-401 (SW-301, 48" DIA.)PIPE STA = 400+03.74RIM = 1025.29 (5.65' DEPTH)INV. OUT (E) = 1019.64 P-401 P-4018" TRUSS PVC286' @ 1.00%SSMH-402 (SW-301, 48" DIA.) PIPE STA = 402+93.36 RIM = 1024.20 (7.55' DEPTH) INV. IN (W) = 1016.75 P-401 INV. OUT (E) = 1016.65 P-402 P-4028" TRUSS PVC309' @ 2.15%SSMH-403 (SW-301, 48" DIA.) PIPE STA = 207+59.31 RIM = 1018.60 (8.93' DEPTH) INV. IN (E) = 1009.92 P-403 INV. IN (W) = 1009.92 P-402 INV. OUT (NW) = 1009.68 P-204P-4038" TRUSS PVC62' @ 1.00%SSMH-404 (SW-301, 48" DIA.) PIPE STA = 406+72.42 RIM = 1017.41 (6.83' DEPTH) INV. OUT (W) = 1010.59 P-403L-804A (Storm)15" RCPBOTTOM OF PIPEELEV: 1015.65TOP OF PIPEELEV: 1012.8312SS-03PLAN AND PROFILESANITARY SEWER20'40'0GRAPHIC SCALE80'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 2\Sanitary.dwg12/9/2019 10:01 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.CENTENNIAL CROSSINGPLAT 2SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMBER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMEBR 25, 201929 +50000 +50100+50200+50300+50400 + 5 0 5 0 0 78777675747372717069686766656463626159575655545391929394959697985860OUTLOT YLOT APLAT 1PLAT 2INT-503, SW-505PIPE STA: 503+44.79RP-200 STA: 201+54.7, OFF: 12.0 LN: 7491828.19E: 18458431.45INT-504, SW-506RPIPE STA: 503+20.79RP-200 STA: 201+54.7, OFF: 12.0 RN: 7491814.54E: 18458411.71STMH-502, SW-401PIPE STA: 503+88.11RP-200 STA: 201+64.3, OFF: 54.2 LN: 7491844.35E: 18458471.64FES-501, 48" FESPIPE STA: 504+80.71N: 7491900.49E: 18458545.28L-502, 24" RCPL-501, 24" RCPL-503, 24" RCP+20000+20100+20200+20300+20400+20500SE MASON LANE(RP-200)SE CORBY WAY(RP-200)CRITICAL CROSSINGLOCATION50.0' INGRESS/EGRESS &PRIVATE INFRASTRUCTUREEASEMENTINT-507, SW-501PIPE STA: 701+22.89RP-200 STA: 204+47.0, OFF: 12.0 LN: 7491587.80E: 18458597.72L-506, 15" RCPINT-506, SW-503PIPE STA: 701+09.10RP-200 STA: 204+47.0, OFF: 12.0 RN: 7491574.15E: 18458577.98L-505, 15" RCP40.0' STORM ANDSANITARYSEWER EASEMENTINT-505, SW-503PIPE STA: 702+64.78RP-200 STA: 202+56.8, OFF: 12.0 RN: 7491730.58E: 18458469.78CRITICAL CROSSINGLOCATIONCRITICAL CROSSINGLOCATIONST-500995100010051010101510201025995100010051010101510201025500+001014.48 EG1016.09 FG1015.94 FG1015.73 EG501+001015.05 EG1015.55 FG1015.16 FG1014.61 EG502+001014.94 EG1014.77 FG1013.81 FG1015.71 EG503+001015.71 EG1013.40 FG1013.73 FG1015.32 EG 504+001013.49 EG 1013.04 FG 1010.55 FG 1010.70 EG 505+001008.45 EG 1004.96 FG L-50124" RCP84' @ 1.98%L-50224" RCP41' @ 1.00%STMH-502 (SW-401, 60" DIA.)PIPE STA = 503+88.11RIM = 1012.98 (5.93' DEPTH)INV. IN (W) = 1007.51 L-502INV. OUT (NE) = 1007.06 L-501INT-504, SW-506RSTA = 503+20.79RIM = 1013.67INV. IN (SE) = 1008.38 L-504INV. OUT (NE) = 1008.28 L-503INT-503, SW-505STA = 503+44.79RIM = 1013.67INV. IN (SW) = 1008.04 L-503INV. OUT (E) = 1007.94 L-502FES-501, 48" FES PIPE STA = 504+80.71BOTTOM OF PIPEELEV: 1011.37TOP OF PIPEELEV: 1007.22L-50324" RCP23' @ 1.00%L-50418" RCP101' @ 1.00%INT-507, SW-501STA = 701+22.89RIM = 1016.09INV. OUT (SW) = 1011.61 L-506INT-506, SW-503STA = 701+09.10RIM = 1016.09INV. IN (NE) = 1011.50 L-506INV. OUT (NW) = 1011.40 L-505L-50615" RCP23' @ 0.50%L-50515" RCP188' @ 0.50%INT-505, SW-503STA = 702+64.78RIM = 1014.35INV. IN (NE) = 1009.49 L-304INV. IN (SE) = 1010.46 L-505INV. IN (SW) = 1009.62 L-303INV. OUT (NW) = 1009.39 L-504P-204 (Sanitary)8" TRUSS PVCP-202 (Sanitary)8" TRUSS PVCBOTTOM OF PIPEELEV: 1007.94TOP OF PIPEELEV: 1004.608" PVCBOTTOM OF PIPEELEV: 1005.25TOP OF PIPEELEV: 1003.36FLOWLINEELEV: 1005.22BOTTOM OF PIPEELEV: 1007.61TOP OF PIPEELEV: 1006.11EX-100 (Sanitary)15" TRUSS PVC100510101015102010251030100510101015102010251030100+001020.94 EG 1020.93 FG 1019.05 FG 1020.13 EG 100+751019.42 EG 1018.16 FG L-804A15" RCP21' @ 0.50%INT-804, SW-503STA = 804+80.81RIM = 1020.56INV. IN (W) = 1016.81 L-804INV. IN (N) = 1014.73 L-804AINV. OUT (E) = 1014.63 L-803INT-804A, SW-501 STA = 100+28.50 RIM = 1020.56 INV. IN (N) = 1014.93 L-804B INV. OUT (S) = 1014.83 L-804ABOTTOM OF PIPEELEV: 1014.59TOP OF PIPEELEV: 1012.82P-402 (Sanitary)8" TRUSS PVCL-804B15" RCP40' @ 0.50%INT-804B (SW-512, 18" DIA.) PIPE STA = 100+68.44 RIM = 1017.54 (2.40' DEPTH) INV. OUT (S) = 1015.14 L-804BBOTTOM OF PIPEELEV: 1014.79TOP OF PIPEELEV: 1013.278" PVC+100 00 +100 75 323334353637383940414243444948474645868788899091INT-804A, SW-501PIPE STA: 100+28.50RP-300 STA: 304+93.2, OFF: 12.0 LN: 7491336.19E: 18458666.11INT-804, SW-503PIPE STA: 804+80.81RP-300 STA: 304+93.2, OFF: 12.0 RN: 7491312.19E: 18458666.07L-804A, 15" RCP+30400+30500+30600SE SLOAN DR. (RP-300)SE MASON LANE (RP - 2 0 0 )CRITICAL CROSSINGLOCATION50.0' INGRESS/EGRESS &PRIVATE INFRASTRUCTUREEASEMENTINT-804B, SW-512PIPE STA: 100+68.44RP-300 STA: 304+93.2, OFF: 51.9 LN: 7491376.13E: 18458666.16L-804B, 15" RCP+ 10 0 0 00 + 100 1 00 + 100 1 15 434445INT-1000, SW-503PIPE STA: 1000+31.06RP-300 STA: 308+18.3, OFF: 12.0 LN: 7491202.02E: 18458897.19L-1000, 15" RCP+ 30 7 0 0 +30800+30900+30956SE SLOAN DR.(RP-300)SE BOOTH AVEFES-1001, FESPIPE STA: 1000+97.91RP-300 STA: 308+45.2, OFF: 72.8 LN: 7491175.13E: 18458958.00INT-999, SW-505PIPE STA: 1000+01.50RP-300 STA: 308+08.0, OFF: 15.5 RN: 7491212.32E: 18458869.72L-999, 15" RCPST-10001005101010151020102510301005101010151020102510301000+001019.76 EG 1019.53 FG 1019.34 FG 1017.85 EG 1001+001014.76 EG FG 1001+151014.09 EG FG INT-1000, SW-503 STA = 1000+31.06 RIM = 1020.19 INV. IN (W) = 1015.58 L-999 INV. OUT (SE) = 1015.48 L-1000 L-100015" RCP58' @ 1.00%FES-1001, FES PIPE STA = 1000+97.91 FLOWLINEELEV: 1014.85L-99915" RCP27' @ 1.00%INT-999, SW-505 STA = 1000+01.50 RIM = 1019.50 INV. OUT (E) = 1015.83 L-999 13ST-01PLAN AND PROFILESTORM SEWER20'40'0GRAPHIC SCALE80'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 2\Storm.dwg 12/9/2019 10:03 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.CENTENNIAL CROSSINGPLAT 2SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMBER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMEBR 25, 201929NORTHNORTH**NOTE: PIPE L-804B TO BE CENTERED OVERWATER MAIN AND TO HAVE GASKETED JOINTS****NOTE: PIPE L-502 TO BE CENTERED OVER WATERMAIN AND TO HAVE GASKETED JOINTS** 9951000100510101015102010251030103599510001005101010151020102510301035800+001027.61 EG1026.58 FG1026.20 FG1026.30 EG801+001025.70 EG1024.59 FG1024.91 FG1026.23 EG802+001026.88 EG1025.18 FG1024.72 FG1026.52 EG803+001024.93 EG1023.93 FG1022.97 FG1023.64 EG804+001022.08 EG 1022.15 FG 1021.22 FG 1020.73 EG 805+001020.24 EG 1020.45 FG 1019.57 FG 1019.07 EG 806+001018.34 EG 1018.62 FG 1018.03 FG 1017.02 EG 807+001014.88 EG 1016.85 FG 1009.96 FG 1012.36 EG 807+581012.30 EG 1009.36 FG L-80515" RCP259' @ 1.10%L-80415" RCP131' @ 1.50%L-80218" RCP23' @ 1.50%L-80124" RCP44' @ 1.00%INT-806, SW-503STA = 800+86.73RIM = 1024.36INV. IN (S) = 1021.79 L-806INV. OUT (E) = 1021.70 L-805INT-805, SW-503STA = 803+47.81RIM = 1022.94INV. IN (W) = 1018.86 L-805INV. OUT (E) = 1018.76 L-804 INT-804, SW-503 STA = 804+80.81 RIM = 1020.56 INV. IN (W) = 1016.81 L-804 INV. IN (N) = 1014.73 L-804A INV. OUT (E) = 1014.63 L-803 INT-803, SW-506RSTA = 806+80.81RIM = 1017.10INV. IN (W) = 1011.92 L-803INV. IN (S) = 1012.93 L-803AINV. OUT (NE) = 1011.82 L-802INT-802, SW-505 STA = 807+04.81 RIM = 1017.10 INV. IN (SW) = 1011.46 L-802 INV. OUT (N) = 1009.87 L-801 FES-801, 24" FES PIPE STA = 807+54.34 L-80615" RCP79' @ 1.00%INT-807 (SW-512, 24" DIA.)PIPE STA = 800+05.69RIM = 1025.12 (2.54' DEPTH)INV. OUT (N) = 1022.59 L-806 8" PVCBOTTOM OF PIPEELEV: 1009.39TOP OF PIPEELEV: 1005.74FLOWLINEELEV: 1009.38L-80318" RCP196' @ 1.39%+60000+80000+801 00+802 00+803 00+804 00 +805 00 +806 00 +80700+80758151617181920212223242526272829303132333435363738394041424344828180794948474645838485868788899091L-805, 15" RCPL-804, 15" RCPL-802, 18" RCPL-801, 24" RCPL-806, 15" RCP +300 00+301 00+302 00+303 00+304 00 +305 00 +306 00 + 30 7 00 +30800INT-806, SW-503PIPE STA: 800+86.73RP-300 STA: 300+99.1, OFF: 12.0 RN: 7491312.77E: 18458271.99INT-807, SW-512, 24" DIA.PIPE STA: 800+05.69RP-300 STA: 301+01.7, OFF: 95.0 RN: 7491229.76E: 18458274.45INT-805, SW-503PIPE STA: 803+47.81RP-300 STA: 303+60.2, OFF: 12.0 RN: 7491312.38E: 18458533.07INT-802, SW-505PIPE STA: 807+04.81RP-300 STA: 307+04.4, OFF: 12.0 LN: 7491321.55E: 18458882.88INT-803, SW-506RPIPE STA: 806+80.81RP-300 STA: 307+04.4, OFF: 12.0 RN: 7491304.59E: 18458865.90FES-801, 24" FESPIPE STA: 807+54.34RP-300 STA: 306+93.7, OFF: 57.5 LN: 7491369.93E: 18458893.44INT-804, SW-503PIPE STA: 804+80.81RP-300 STA: 304+93.2, OFF: 12.0 RN: 7491312.19E: 18458666.07SE SLOAN DR.(RP-300)SE CORBY WAY(RP-100)SE MASON LANE(RP-200)CRITICAL CROSSINGLOCATIONL-803, 18" RCP50.0' INGRESS/EGRESS &PRIVATE INFRASTRUCTUREEASEMENTSEE DETAIL ON SHEETDT-01 FOR PIPE CLEARANCEAT STRUCTURE.ST-800D1005101010151020102510051010101510201025100+001019.46 EG 1017.36 FG 1018.24 FG 1017.17 EG 100+801015.91 EG 1017.10 FG INT-803A (SW-512, 18" DIA.) PIPE STA = 100+02.92 RIM = 1016.90 (2.49' DEPTH) INV. OUT (N) = 1014.42 L-803A L-803A15" RCP74' @ 2.00%INT-803, SW-506R STA = 806+80.81 RIM = 1017.10 INV. IN (W) = 1011.92 L-803 INV. IN (S) = 1012.93 L-803A INV. OUT (NE) = 1011.82 L-802 +100 00 + 1 0 0 8 0 394041424344INT-803A, SW-512PIPE STA: 100+02.92RP-300 STA: 307+91.2, OFF: 27.8 RN: 7491229.08E: 18458857.39L-803A, 15" RCP+30600+30700+308 00 +309 00 INT-803, SW-506RPIPE STA: 806+80.81RP-300 STA: 307+04.4, OFF: 12.0 RN: 7491304.59E: 18458865.90SE SLOAN DR.(RP-300)50.0' INGRESS/EGRESS &PRIVATE INFRASTRUCTUREEASEMENT14ST-02PLAN AND PROFILESTORM SEWER20'40'0GRAPHIC SCALE80'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 2\Storm.dwg 12/9/2019 10:03 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.CENTENNIAL CROSSINGPLAT 2SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMBER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMEBR 25, 201929NORTH**NOTE: PIPE L-801 TO BE CENTERED OVER WATERMAIN AND TO HAVE GASKETED JOINTS** 99510001005101010151020102510309951000100510101015102010251030700+001022.95 EG1022.68 FG1022.49 FG1022.61 EG701+001022.24 EG1022.02 FG1021.17 FG1021.91 EG702+001018.89 EG1019.76 FG1018.14 FG1017.44 EG703+001016.31 EG1016.52 FG1014.95 FG1015.08 EG 704+001013.30 EG 1013.36 FG 1012.78 FG 1012.35 EG 705+001011.37 EG 1011.91 FG 705+301011.04 EG 1011.33 FG L-70415" RCP165' @ 1.10%L-70315" RCP162' @ 3.13%L-70215" RCP168' @ 1.85%INT-702, SW-503STA = 700+24.50RIM = 1022.68INV. IN (W) = 1018.57 L-701INV. OUT (N) = 1018.47 L-702INT-703, SW-503STA = 701+96.35RIM = 1019.85INV. IN (W) = 1015.38 L-704AINV. IN (S) = 1015.38 L-702INV. OUT (N) = 1015.28 L-703INT-704, SW-503STA = 703+60.85RIM = 1014.62INV. IN (W) = 1010.22 L-705AINV. IN (S) = 1010.22 L-703INV. OUT (N) = 1010.12 L-704L-70115" RCP23' @ 1.00%INT-701, SW-501STA = 700+00.50RIM = 1022.68INV. OUT (E) = 1018.81 L-701BOTTOM OF PIPEELEV: 1018.50TOP OF PIPEELEV: 1016.56P-301 (Sanitary)8" PVCINT-602, SW-506L STA = 606+11.20 RIM = 1011.43 INV. IN (W) = 1006.69 L-603 INV. IN (S) = 1008.32 L-704 INV. OUT (E) = 1006.30 L-602P-201 (Sanitary)8" TRUSS PVCBOTTOM OF PIPEELEV: 1009.53TOP OF PIPEELEV: 1006.098" PVCBOTTOM OF PIPEELEV: 1009.30TOP OF PIPEELEV: 1004.01+70000+701 00+702 00+703 00 +704 00 +705 00 +705 30 202+2023112345678910111213141516178281807978777675747372717069686766656463628384859495969798OUTLOT YLOT AINT-702, SW-503PIPE STA: 700+24.50RP-100 STA: 105+65.3, OFF: 12.0 LN: 7491493.53E: 18458292.01INT-701, SW-501PIPE STA: 700+00.50RP-100 STA: 105+65.3, OFF: 12.0 RN: 7491493.70E: 18458268.01INT-703, SW-503PIPE STA: 701+96.35RP-100 STA: 103+95.5, OFF: 12.0 LN: 7491663.38E: 18458293.19INT-704, SW-503PIPE STA: 703+60.85RP-100 STA: 102+31.0, OFF: 12.0 LN: 7491827.87E: 18458294.33L-701, 15" RCPL-702, 15" RCPL-703, 15" RCPL-704, 15" RCP+101 00 +102 00 +103 00+104 00+105 00+106 00SE CORBY WAY(RP-100)SE MASON LANE(RP-200)CRITICAL CROSSING50.0' INGRESS/EGRESS &PRIVATE INFRASTRUCTUREEASEMENTINT-602, SW-506LPIPE STA: 606+11.20RP-100 STA: 100+65.9, OFF: 12.0 LN: 7491992.93E: 18458295.47CRITICAL CROSSING10001005101010151020102510001005101010151020102599+75 EG FG 100+001015.24 EG 1014.69 FG 100+50 EG FG L-705A15" RCP23' @ 0.50%INT-704, SW-503 STA = 703+60.85 RIM = 1014.62 INV. IN (W) = 1010.22 L-705A INV. IN (S) = 1010.22 L-703 INV. OUT (N) = 1010.12 L-704INT-704A, SW-501STA = 100+00.50RIM = 1014.62INV. OUT (E) = 1010.34 L-705AP-302 (Sanitary)8" TRUSS PVCBOTTOM OF PIPEELEV: 1010.10TOP OF PIPEELEV: 1007.78+100 00 +100 29 10212345678910747372717069686766INT-704A, SW-501PIPE STA: 100+00.50RP-100 STA: 102+31.0, OFF: 12.0 RN: 7491828.04E: 18458270.33L-705A, 15" RCP+10200+10300+10400INT-704, SW-503PIPE STA: 703+60.85RP-100 STA: 102+31.0, OFF: 12.0 LN: 7491827.87E: 18458294.33SE CORBY WAY (RP-100)CRITICAL CROSSING50.0' INGRESS/EGRESS &PRIVATE INFRASTRUCTUREEASEMENT15ST-03PLAN AND PROFILESTORM SEWER20'40'0GRAPHIC SCALE80'N:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 2\Storm.dwg 12/9/2019 10:03 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.CENTENNIAL CROSSINGPLAT 2SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMBER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMEBR 25, 201929NORTHNORTH**NOTE: PIPE L-704 TO BE CENTERED OVER WATERMAIN AND TO HAVE GASKETED JOINTS** 10001005101010151020102510001005101010151020102599+75 EG FG100+001019.86 EG1019.85 FG100+50 EG FG L-704A15" RCP23' @ 0.50%INT-703, SW-503STA = 701+96.35RIM = 1019.85INV. IN (W) = 1015.38 L-704AINV. IN (S) = 1015.38 L-702INV. OUT (N) = 1015.28 L-703INT-703A, SW-501STA = 100+00.50RIM = 1019.85INV. OUT (E) = 1015.50 L-704AP-302 (Sanitary)8" TRUSS PVCBOTTOM OF PIPEELEV: 1015.25TOP OF PIPEELEV: 1013.21+100 00+100 29102 67891011121314787776757473727170INT-703A, SW-501PIPE STA: 100+00.50RP-100 STA: 103+95.5, OFF: 12.0 RN: 7491663.54E: 18458269.19L-704A, 15" RCP+10300+10400+10500INT-703, SW-503PIPE STA: 701+96.35RP-100 STA: 103+95.5, OFF: 12.0 LN: 7491663.38E: 18458293.19SE CORBY WAY(RP-100)CRITICAL CROSSING50.0' INGRESS/EGRESS &PRIVATE INFRASTRUCTUREEASEMENT99510001005101010151020102510309951000100510101015102010251030100+001024.86 EG1015.23 FG1016.23 FG1023.58 EG 101+001022.27 EG 1015.68 FG 1015.38 FG 1021.61 EG 102+001018.94 EG 1016.01 FG 1015.39 FG 1017.38 EG 103+001014.73 EG 1014.22 FG 103+171013.76 EG 1014.43 FG INT-505, SW-503 STA = 702+64.78 RIM = 1014.35 INV. IN (NE) = 1009.49 L-304 INV. IN (SE) = 1010.46 L-505 INV. IN (SW) = 1009.62 L-303 INV. OUT (NW) = 1009.39 L-504 INT-301 (SW-512, 24" DIA.)PIPE STA = 100+00.00RIM = 1015.23 (3.67' DEPTH)INV. OUT (NW) = 1011.55 L-301 L-30218" RCP80' @ 0.60%INT-303 (SW-512, 30" DIA.) PIPE STA = 102+15.04 RIM = 1016.05 (5.98' DEPTH) INV. IN (S) = 1010.06 L-302 INV. OUT (NE) = 1010.07 L-303 L-30318" RCP73' @ 0.60%INT-304, SW-501STA = 103+16.51RIM = 1014.43INV. OUT (SW) = 1009.61 L-304INT-302 (SW-512, 24" DIA.) PIPE STA = 101+32.38 RIM = 1015.03 (4.47' DEPTH) INV. IN (SE) = 1010.56 L-301 INV. OUT (N) = 1010.56 L-302L-30115" RCP130' @ 0.75%P-203 (Sanitary)8" TRUSS PVCBOTTOM OF PIPEELEV: 1009.36TOP OF PIPEELEV: 1005.22L-30415" RCP23' @ 0.50%+10000+10100+102 00 +1 0 3 0 0 + 1 0 3 1 7 797877767574737271706962615957565591929394959697985860OUTLOT YLOT APLAT 2INT-302, SW-512PIPE STA: 101+32.38N: 7491608.67E: 18458411.24INT-303, SW-512PIPE STA: 102+15.04N: 7491690.94E: 18458403.23INT-505, SW-503PIPE STA: 702+64.78RP-200 STA: 202+56.8, OFF: 12.0 RN: 7491730.58E: 18458469.78INT-304, SW-501PIPE STA: 103+16.51RP-200 STA: 202+56.8, OFF: 12.0 LN: 7491744.23E: 18458489.52INT-301, SW-512PIPE STA: 100+00.00N: 7491499.80E: 18458486.54L-304, 15" RCPL-302, 18" RCPL-303, 18" RCPL-301, 15" RCP+20100+20200+20300+20400+20500SE MASON LANE (RP - 2 0 0 )CRITICALCROSSING50.0' INGRESS/EGRESS &PRIVATE INFRASTRUCTUREEASEMENT9951000100510101015102099510001005101010151020200+001008.65 EG 1007.45 FG 1010.60 FG 1007.39 EG 201+001007.51 EG 1006.52 FG 1006.27 FG 1006.70 EG 202+001008.53 EG 1009.96 FG 202+311008.84 EG 1010.00 FG FLOWLINEELEV: 1006.78FLOWLINEELEV: 1006.55L-20130" RCP64' @ 0.30%FES-201, FES PIPE STA = 200+17.17 FES-202, FES PIPE STA = 200+93.52 FES-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: 1003.054.5' X 6' RCB (C)+200 00 +201 00 + 2 0 2 0 0 + 2 0 2 3 112346867666564 63+10000+10100+10200FES-201, FESPIPE STA: 200+17.17RP-100 STA: 100+26.2, OFF: 36.6 RN: 7492032.98E: 18458247.11L-201, 30" RCPFES-202, FESPIPE STA: 200+93.52RP-100 STA: 100+25.9, OFF: 39.7 LN: 7492032.78E: 18458323.46SE UNIVERSITY AVE.SE CORBY WAY CRITICALCROSSING16ST-04PLAN AND PROFILESTORM SEWER20'40'0GRAPHIC SCALE80'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 2\Storm.dwg 12/9/2019 10:04 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.CENTENNIAL CROSSINGPLAT 2SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMBER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMEBR 25, 201929NORTH**NOTE: PIPE L-202 TO BE CENTERED OVER WATERMAIN AND TO HAVE GASKETED JOINTS**STRUCTURES AND PIPESTO BE INSTALLED DURINGPLAT 1 CONSTRUCTION 9951000100510101015102010251030103599510001005101010151020102510301035600+001024.66 EG1021.30 FG1022.95 FG1025.14 EG601+001024.59 EG1021.95 FG1019.72 FG1024.98 EG602+001022.68 EG1018.65 FG1018.13 FG1020.90 EG 603+001019.72 EG 1016.69 FG 1015.44 FG 1018.68 EG 604+001017.21 EG 1014.09 FG 1012.52 FG 1015.52 EG 605+001012.87 EG 1012.42 FG 1011.11 FG 1011.87 EG 606+001011.20 EG 1011.30 FG 1011.62 FG 1010.30 EG 607+001009.34 EG 1010.86 FG 1010.00 FG 1008.72 EG 608+001008.62 EG 1008.21 FG 608+391008.22 EG 1004.60 FG INT-603, SW-505 STA = 605+87.20 RIM = 1011.43 INV. IN (W) = 1007.03 L-604 INV. OUT (E) = 1006.94 L-603 L-60318" RCP23' @ 1.00%INT-602, SW-506LSTA = 606+11.20RIM = 1011.43INV. IN (W) = 1006.69 L-603INV. IN (S) = 1008.32 L-704INV. OUT (E) = 1006.30 L-602L-60136" RCP65' @ 0.70%L-60415" HDPE56' @ 1.50%L-60515" HDPE48' @ 2.00%L-60615" HDPE131' @ 2.10%L-60712" HDPE172' @ 1.50%L-60812" HDPE172' @ 2.00%INT-608 (SW-512, 18" DIA.)PIPE STA = 600+00.00RIM = 1021.30 (3.30' DEPTH)INV. OUT (N) = 1018.00 L-608INT-607 (SW-512, 18" DIA.)PIPE STA = 601+73.16RIM = 1017.99 (3.45' DEPTH)INV. IN (S) = 1014.54 L-608INV. OUT (N) = 1014.54 L-607 INT-606 (SW-512, 18" DIA.) PIPE STA = 603+46.47 RIM = 1015.53 (3.72' DEPTH) INV. IN (S) = 1011.94 L-607 INV. OUT (N) = 1011.81 L-606 STMH-605 (SW-401, 48" DIA.) PIPE STA = 604+80.28 RIM = 1011.57 (2.57' DEPTH) INV. IN (S) = 1009.00 L-606 INV. OUT (NE) = 1008.99 L-605 INT-604 (SW-512, 24" DIA.) PIPE STA = 605+31.11 RIM = 1010.61 (2.74' DEPTH) INV. IN (SW) = 1007.98 L-605 INV. OUT (E) = 1007.88 L-604 8" PVCBOTTOM OF PIPEELEV: 1007.10TOP OF PIPEELEV: 1004.71BOTTOM OF PIPEELEV: 1005.12TOP OF PIPEELEV: 1003.59FES-600, FES PIPE STA = 608+31.11EXISTING SANITARYSEWER PIPEFLOWLINEELEV: 1004.69L-60224" RCP138' @ 0.70%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-601EX-01 (Sanitary)18" PVCBOTTOM OF PIPEELEV: 1004.41TOP OF PIPEELEV: 1002.86+600 00+601 00+602 00+603 00 +604 00 +60500+6060012345678910111213141579787776757473727170696867INT-608, SW-512 (18" DIA.)PIPE STA: 600+00.00N: 7491490.62E: 18458165.00INT-607, SW-512 (18" DIA.)PIPE STA: 601+73.16N: 7491663.79E: 18458165.19INT-606, SW-512 (18" DIA.)PIPE STA: 603+46.47N: 7491837.09E: 18458167.21STMH-605, SW-401 (48" DIA.)PIPE STA: 604+80.28N: 7491970.88E: 18458169.41INT-604, SW-512 (24" DIA.)PIPE STA: 605+31.11N: 7491992.56E: 18458215.38L-608, 12" HDPEL-607, 12" HDPEL-606, 15" HDPEL-605, 15" HDPEL-604, 15" HDPE +100 00 +101 00 +102 00 +103 00+104 00+105 00+106 00 INT-603, SW-505PIPE STA: 605+87.20RP-100 STA: 100+65.9, OFF: 12.0 RN: 7491993.09E: 18458271.47SE CORBY WAY(RP-100)CRITICAL CROSSING15.0' STORMSEWER EASEMENT50.0' INGRESS/EGRESS &PRIVATE INFRASTRUCTUREEASEMENT4.5' X 6' RCB (C)0000+60500+606 00 +607 00 +608 00 +608 39123456968676665646362 61LOT AINT-603, SW-505PIPE STA: 605+87.20RP-100 STA: 100+65.9, OFF: 12.0 RN: 7491993.09E: 18458271.47INT-602, SW-506LPIPE STA: 606+11.20RP-100 STA: 100+65.9, OFF: 12.0 LN: 7491992.93E: 18458295.47L-603, 18" RCP+10000+10100+10200SE CORBY WAY (RP-100)SE MASON LANE(RP-200)SE UNIVERSITY AVECRITICALCROSSINGCRITICALCROSSING50.0' INGRESS/EGRESS &PRIVATE INFRASTRUCTUREEASEMENT17ST-05PLAN AND PROFILESTORM SEWER20'40'0GRAPHIC SCALE80'N:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 2\Storm.dwg 12/9/2019 10:05 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.CENTENNIAL CROSSINGPLAT 2SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMBER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMEBR 25, 201929NORTHNORTH**NOTE: PIPE L-604 TO BE CENTERED OVER WATERMAIN AND TO HAVE GASKETED JOINTS**STRUCTURES AND PIPESTO BE INSTALLED DURINGPLAT 1 CONSTRUCTION +100 00+101 00 +102 00 +103 00 +104 00 +105 00 +106 00 +106 79 4.5' X 6' RCB (C)123456789101112131415161718192021222324252627282982818079787776757473727170696867666564638384969798OUTLOT YLOT AFT-102 (8" TEE)PIPE STA: 105+43.39RP-100 STA: 101+71.38, OFF: 20.0 RN: 7491887.68E: 18458262.74FT-106 (8" TEE)PIPE STA: 100+00.48RP-100 STA: 107+14.29, OFF: 19.9 RN: 7491344.78E: 18458259.078" PVC+100 00 +101 00 +102 00 +103 00 +104 00 +105 00 +106 00+107 00+107 34 SE CORBY WAY(RP-100)SE UNIVERSITY AVECRITICALCROSSING HYD-103 (HYDRANTASSEMBLY)PIPE STA: 103+90.17RP-100 STA: 103+24.60, OFF: 23.0 RN: 7491734.49E: 18458258.68HYD-104 (HYDRANTASSEMBLY)PIPE STA: 101+45.92RP-100 STA: 105+68.85, OFF: 23.0 RN: 7491490.25E: 18458256.9550.0' INGRESS/EGRESS &PRIVATE INFRASTRUCTUREEASEMENTGV-105 (8" GATE VALVE)PIPE STA: 100+10.00RP-100 STA: 107+04.77, OFF: 19.9 RN: 7491354.31E: 18458259.13HYD-101 (HYDRANT ASSEMBLY)PIPE STA: 106+40.57RP-100 STA: 100+74.20, OFF: 23.0 RN: 7491984.88E: 18458260.41WAT-10099510001005101010151020102510309951000100510101015102010251030100+001024.96 EG1023.94 FG1024.15 FG1024.27 EG101+001023.61 EG1023.87 FG1022.92 FG1023.03 EG 102+001022.77 EG 1022.73 FG 1021.97 FG 1022.62 EG 103+001021.16 EG 1021.27 FG 1019.32 FG 1018.88 EG 104+001017.34 EG 1017.84 FG 1016.38 FG 1016.22 EG 105+001014.89 EG 1014.52 FG 1013.89 FG 1013.16 EG 106+001011.99 EG 1013.37 FG 1011.37 FG 1011.42 EG 106+791010.82 EG 1009.81 FG FT-106, 8" TEESTA: 100+00.48FT-102, 8" TEESTA: 105+43.398"PVCHYD-103, HYDRANTASSEMBLY STA: 103+90.17 HYD-104, HYDRANTASSEMBLYSTA: 101+45.92 HYD-101, HYDRANT ASSEMBLY STA: 106+40.57L-604 (Storm)15" HDPEBOTTOM OF PIPEELEV: 1007.10TOP OF PIPEELEV: 1003.31TIE 8" WATER MAIN INTO EXISTING12" WATER MAIN USING TAPPINGSLEEVE AND VALVE5.5' MIN.DEPTHGV-105, 8" GATE VALVESTA: 100+10.00 5.5' MIN.DEPTHGV-100 (TAPPING SLEEVE & VALVE) PIPE STA: 106+70.11 N: 7492014.40 E: 18458263.62BOTTOM OF PIPEELEV: 1004.93TOP OF PIPEELEV: 1002.9218WAT-01PLAN AND PROFILEWATER MAIN20'40'0GRAPHIC SCALE80'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 2\Water.dwg 12/9/2019 10:05 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.CENTENNIAL CROSSINGPLAT 2SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMBER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMEBR 25, 201929 +20000+201 00 +202 00 +203 00 +204 00 +205 00 +206 00 +207 00 +2 0 7 8712345678383940414243447675747372717069686766656463626159575655545352515049484746458788899091929394959697985860OUTLOT YLOT APLAT 1PLAT 2FT-204 (45 BEND)PIPE STA: 201+76.32RP-200 STA: 201+39.20, OFF: 20.9 LN: 7491847.57E: 18458427.77FT-305 (8" TEE)PIPE STA: 207+86.86RP-200 STA: 207+45.79, OFF: 15.5 LN: 7491344.04E: 18458770.57FT-209 (45° BEND)PIPE STA: 207+78.94RP-200 STA: 207+39.28, OFF: 20.0 LN: 7491351.95E: 18458770.58FT-203 (22.5° BEND)PIPE STA: 200+99.07RP-200 STA: 200+74.53, OFF: 22.2 LN: 7491886.97E: 18458361.33GV-201 (8" GATE VALVE)PIPE STA: 200+03.84RP-100 STA: 101+71.39, OFF: 16.6 RN: 7491887.65E: 18458266.10HYD-205 (HYDRANT ASSEMBLY)PIPE STA: 201+92.56RP-200 STA: 201+52.90, OFF: 23.0 LN: 7491835.92E: 18458439.48HYD-207 (HYDRANTASSEMBLY)PIPE STA: 206+01.98RP-200 STA: 205+62.33, OFF: 23.0 LN: 7491499.20E: 18458672.39HYD-206 (HYDRANTASSEMBLY)PIPE STA: 204+09.78RP-200 STA: 203+70.12, OFF: 23.0 LN: 7491657.27E: 18458563.058" PVC+100 00+10100+102 00+103 00 +104 0 0 +20000+201 00 +202 00 +203 00 +204 00 +205 00 +206 00 +207 00 +207 59 FT-102 (8" TEE)PIPE STA: 105+43.39RP-100 STA: 101+71.38, OFF: 20.0 RN: 7491887.68E: 18458262.74SE UNIVERSITY AVESE CORBY WAY(RP-100)SE MASON LANE(RP-200)S E S L O A N D R . ( R P - 3 0 0 )CRITICALCROSSING50.0' INGRESS/EGRESS &PRIVATE INFRASTRUCTUREEASEMENTGV-202 (HYDRANTASSEMBLY)PIPE STA: 200+50.00RP-200 STA: 200+29.51, OFF: 23.0 LN: 7491890.32E: 18458312.28GV-208 (8" GATE VALVE)PIPE STA: 207+65.86RP-200 STA: 207+26.21, OFF: 20.0 LN: 7491362.70E: 18458763.139951000100510101015102010259951000100510101015102010255.5' MIN.DEPTH200+001013.36 EG1013.36 FG1013.40 FG1013.40 EG201+001014.41 EG1014.41 FG1014.98 FG1014.98 EG202+001015.31 EG1015.31 FG 1014.74 FG 1014.74 EG 203+001013.37 EG 1013.37 FG 1013.08 FG 1013.08 EG 204+001012.89 EG 1012.89 FG 1013.73 FG 1013.73 EG 205+001014.24 EG 1014.24 FG 1014.47 FG 1014.47 EG 206+001015.30 EG 1015.30 FG 1016.04 FG 1016.04 EG 207+001016.66 EG 1016.66 FG 1017.50 FG 1017.50 EG 207+871017.75 EG 1017.75 FG 8" PVCFT-305, 8" TEESTA: 207+86.86FT-102, 8" TEESTA: 105+43.398" PVC8" PVCGV-201, 8" GATE VALVESTA: 200+03.84GV-202, HYDRANTASSEMBLYSTA: 200+50.00FT-203, 22.5° BENDSTA: 200+99.07FT-204, 45 BENDSTA: 201+76.32HYD-205, HYDRANT ASSEMBLYSTA: 201+92.56 HYD-206, HYDRANTASSEMBLY STA: 204+09.78 8" PVCHYD-207, HYDRANTASSEMBLY STA: 206+01.98 8" PVCGV-208, 8" GATE VALVE STA: 207+65.86FT-209, 45° BENDSTA: 207+78.94P-303 (Sanitary)8" TRUSS PVCBOTTOM OF PIPEELEV: 1005.97TOP OF PIPEELEV: 1004.02L-704 (Storm)15" RCPBOTTOM OF PIPEELEV: 1009.30TOP OF PIPEELEV: 1004.01P-101 (Sanitary)8" TRUSS PVCBOTTOM OF PIPEELEV: 1005.70TOP OF PIPEELEV: 1003.95L-502 (Storm)24" RCPBOTTOM OF PIPEELEV: 1007.61TOP OF PIPEELEV: 1006.1119WAT-02PLAN AND PROFILEWATER MAIN20'40'0GRAPHIC SCALE80'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 2\Water.dwg 12/9/2019 10:05 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.CENTENNIAL CROSSINGPLAT 2SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMBER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMEBR 25, 201929 +300 00+301 00+302 00+303 00 +304 00 +305 00 +306 00 +307 00 +30800+3090072"RCP ARCH (C)72"RCP ARCH (C)151617181920212223242526272829303132333435363738394041424344828180794948474645838485868788899091GV-302 (8" GATE VALVE)PIPE STA: 301+71.18RP-300 STA: 301+53.13, OFF: 20.0 LN: 7491344.70E: 18458326.08GV-306 (8" GATE VALVE)PIPE STA: 306+43.28RP-300 STA: 306+25.23, OFF: 20.0 LN: 7491344.00E: 18458798.18HYD-301 (HYDRANT ASSEMBLY)PIPE STA: 300+05.00N: 7491344.93E: 18458159.90HYD-304 (HYDRANT ASSEMBLY)PIPE STA: 303+95.16RP-300 STA: 303+77.11, OFF: 22.9 LN: 7491347.26E: 18458550.06HYD-307 (HYDRANT ASSEMBLY)PIPE STA: 306+47.45RP-300 STA: 306+29.40, OFF: 23.0 LN: 7491346.99E: 18458802.358" PVC8" PVC8" PVC8" PVC+300 00+301 00+302 00+303 00 +304 00 +305 00 +306 00 + 30 7 00 +30800FT-305 (8" TEE)PIPE STA: 207+86.86RP-300 STA: 305+97.62, OFF: 20.0 LN: 7491344.04E: 18458770.57FT-106 (8" TEE)PIPE STA: 100+00.48RP-300 STA: 300+86.12, OFF: 20.0 LN: 7491344.78E: 18458259.07UNIVERSITY AVE.SE SLOAN DR.(RP-300)SE CORBY WAY(RP-100)SE MASON LANE(RP-200)CRITICALCROSSING50.0' INGRESS/EGRESS &PRIVATE INFRASTRUCTUREEASEMENTHYD-303 (HYDRANTASSEMBLY)PIPE STA: 301+57.44RP-300 STA: 301+39.39, OFF: 17.0 LN: 7491341.71E: 18458312.34CRITICALCROSSINGINSTALL TEMPORARY BLOWOFFHYDRANT IF WATER MAIN IS DEADENDED BETWEEN PHASES9951000100510101015102010251030103599510001005101010151020102510301035300+001026.94 EG1026.20 FG1024.90 FG1025.73 EG301+001024.98 EG1024.16 FG1024.28 FG1025.34 EG302+001026.23 EG1024.99 FG1025.08 FG1026.71 EG303+001026.04 EG1024.53 FG1023.58 FG1024.89 EG 304+001023.32 EG 1022.55 FG 1021.42 FG 1021.59 EG 305+001020.53 EG 1020.45 FG 1019.33 FG 1019.17 EG 306+001018.06 EG 1018.42 FG 1018.21 FG 1017.11 EG 307+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 8" PVCGV-302, 8" GATE VALVESTA: 301+71.188" PVC8" PVCFT-106, 8" TEESTA: 100+00.488" PVCFT-305, 8" TEESTA: 207+86.868" PVCHYD-301, HYDRANT ASSEMBLYSTA: 300+05.00 HYD-304, HYDRANT ASSEMBLY STA: 303+95.16 HYD-307, HYDRANT ASSEMBLY STA: 306+47.45P-204 (Sanitary)8" TRUSS PVCL-801 (Storm)24" RCPTOP OF PIPEELEV: 1005.74BOTTOM OF PIPEELEV: 1009.40EX-100 (Sanitary)18" PVCGV-306, 8" GATE VALVESTA: 306+43.28BOTTOM OF PIPEELEV: 1011.67TOP OF PIPEELEV: 1010.12BOTTOM OF PIPEELEV: 1003.50TOP OF PIPEELEV: 1002.00P-702 (Sanitary)15" PVCBOTTOM OF PIPEELEV: 1003.60TOP OF PIPEELEV: 1002.00HYD-303, HYDRANTASSEMBLYSTA: 301+57.44 TEMPORARY BLOWOFF HYDRANTNEEDS TO BE INSTALLED IF THEWATER MAINS ARE DEAD ENDEDBETWEEN PHASES.8" PVC8 " P VC L-804B (Storm)15" RCPBOTTOM OF PIPEELEV: 1014.80TOP OF PIPEELEV: 1013.3020WAT-03PLAN AND PROFILEWATER MAIN20'40'0GRAPHIC SCALE80'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 2\Water.dwg 12/9/2019 10:06 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.CENTENNIAL CROSSINGPLAT 2SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMBER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMEBR 25, 201929 4.5' X 6' RCB (C)123456789101112131415161718192021222324252627282982818079787776757473727170696867666564638384969798OUTLOT YLOT A+100 00 +101 00 +102 00 +103 00 +104 00 +105 00 +106 00+107 00+107 34 BP = 100+00.00 EP = 107+34.18 S00°23'48"W734.18'SE CORBY WAY(7" PCC)24.0' B-B / ROWCENTER OF RADIUSN: 7491361.75E: 18458242.10CENTER OF RADIUSN: 7491361.70E: 18458316.10CENTER OF RADIUSN: 7491830.26E: 18458319.34CENTER OF RADIUSN: 7491904.26E: 18458319.86SE SLOAN DR.(7" PCC) SE UNIVERSITY AVE DRIVEWAY / ALLEY SUDAS TYPE A CONNECTIONTO BE USED CONNECTIINGTO UNIVERSITYCENTER OF RADIUSN: 7492021.43E: 18458246.67CENTER OF RADIUSN: 7492020.89E: 18458320.66MAILBOX PADLOCATIONMAILBOX PADLOCATION1000100510101015102010251030103510001005101010151020102510301035100+001010.54 EG FG 1011.03 FG 1010.93 EG101+001011.67 EG 1011.91 FG 1012.78 FG 1012.34 EG102+001013.80 EG 1013.74 FG 1015.05 FG 1015.48 EG103+001016.59 EG 1016.65 FG 1018.27 FG 1017.93 EG104+001019.62 EG 1019.89 FG 1021.21 FG 1022.17 EG105+001022.38 EG 1021.96 FG 1022.42 FG 1022.73 EG106+001023.26 EG1022.88 FG1023.34 FG1023.99 EG107+001024.83 EG1023.80 FG107+341025.43 EG1024.25 FG 3.24%0.92%2.00%1.75%100.00' VCPVI STA = 102+17.11PVI ELEV = 1013.96A.D. = 1.49%K = 67.11BVCS: 101+67.11 BVCE: 1013.08 EVCS: 102+67.11 EVCE: 1015.58 LOW POINT ELEV = 1013.08LOW POINT STA = 101+67.11100.00' VCPVI STA = 104+50.00PVI ELEV = 1021.50A.D. = -2.32%K = 43.10BVCS: 104+00.00 BVCE: 1019.89 EVCS: 105+00.00 EVCE: 1021.96 HIGH POINT ELEV = 1021.96HIGH POINT STA = 105+00.00CENTERLINE INTERSECTION OFMASON LANE (RP-200)STA: 101+91.39ELEV: 1013.55CENTERLINE INTERSECTION OFSLOAN (RP-300)STA: 107+34.18ELEV: 1024.25ANTICIPATED ELEVATIONS OF FUTUREUNIVERSITY AVENUE RECONSTRUCTION21PAV-01AND PROFILEPAVING PLAN20'40'0GRAPHIC SCALE80'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 2\Paving.dwg 12/9/2019 10:06 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.CENTENNIAL CROSSINGPLAT 2SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMBER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMEBR 25, 201929 1234567893637383940414243447776757473727170696867666564636261595756555453525150494847464585868788899091929394959697985860OUTLOT YLOT APLAT 1PLAT 2+20000+201 00 +202 00 +203 00 +204 00 +205 00 +206 00 +207 00 +207 59 BP = 200+00.00PC = 200+55.64PT = 201+51.47 EP = 207 + 5 9 . 4 1 S89°34'43"E55.64'S34°40'17"E607.94'L=95.83'R=100.00'∆=54°54'26"CHD=S62°07'30"ECHD L=92.21'SE MASON LANE(7" PCC)CENTER OF RADIUSN: 7491361.02E: 18458784.99CENTER OF RADIUSN: 7491361.15E: 18458694.92CENTER OF RADIUSN: 7491904.26E: 18458319.86CENTER OF RADIUSN: 7491830.26E: 18458319.3424.0' B-B & ROWSE CORBY WAY(7" PCC)S E S L O A N D R . ( 7 " P C C ) SE UNIVERSITY AVE D R I V EW A Y / A L L E Y MAILBOX PADLOCATIONMAILBOX PADLOCATIONMAILBOX PADLOCATIONRP-2001005101010151020102510051010101510201025200+001013.37 EG1013.55 FG1013.95 FG1014.44 EG201+001015.22 EG1013.97 FG1013.56 FG1015.52 EG202+001015.45 EG 1013.82 FG 1014.26 FG 1014.62 EG 203+001014.02 EG 1014.69 FG 1015.13 FG 1013.89 EG 204+001014.62 EG 1015.56 FG 1016.00 FG 1015.15 EG 205+001015.33 EG 1016.44 FG 1016.87 FG 1015.90 EG 206+001016.92 EG 1017.31 FG 1017.75 FG 1017.23 EG 207+001017.85 EG 1018.18 FG 1018.60 FG 1018.16 EG 207+591018.18 EG FG 0.62%-1.18%-2.00%1.75%0.87%70.00' VCPVI STA = 201+50.00PVI ELEV = 1013.38A.D. = 2.05%K = 34.09BVCS: 201+15.00BVCE: 1013.80EVCS: 201+85.00EVCE: 1013.69 LOW POINT ELEV = 1013.56LOW POINT STA = 201+55.2660.00' VCPVI STA = 200+70.00PVI ELEV = 1014.33A.D. = -2.93%K = 20.47BVCS: 200+40.00BVCE: 1013.80 HIGH POINT ELEV = 1014.12HIGH POINT STA = 200+75.82CENTERLINE INTERSECTION OFSLOAN DR. (RP-300)STA: 207+59.41ELEV: 1018.66CENTERLINE INTERSECTION OFCORBY WAY (RP-100)STA: 200+00.00ELEV: 1013.5522PAV-02AND PROFILEPAVING PLAN20'40'0GRAPHIC SCALE80'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 2\Paving.dwg 12/9/2019 10:07 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.CENTENNIAL CROSSINGPLAT 2SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMBER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMEBR 25, 201929 RP-300101010151020102510301035101010151020102510301035300+001026.65 EG1024.99 FG1024.49 FG1025.71 EG301+001025.41 EG1024.24 FG1024.49 FG1025.87 EG302+001026.60 EG1024.91 FG1024.71 FG1026.68 EG303+001025.55 EG1023.90 FG 1023.01 FG 1024.18 EG 304+001022.64 EG 1022.11 FG 1021.22 FG 1020.88 EG 305+001020.48 EG 1020.32 FG 1019.43 FG 1019.08 EG 306+001018.06 EG 1018.53 FG 1017.64 FG 1016.97 EG 307+001015.32 EG 1016.99 FG 1017.48 FG 1016.56 EG 308+001018.79 EG 1019.16 FG 1021.80 FG 1020.94 EG 309+001024.30 EG 1024.10 FG FG 1024.22 EG 309+561024.20 EG FG -1.00%1.00%-1.79%-1.00%5.41%100.00' VCPVI STA = 301+00.00PVI ELEV = 1023.99A.D. = 2.00%K = 50.00BVCS: 300+50.00BVCE: 1024.49EVCS: 301+50.00EVCE: 1024.49 LOW POINT ELEV = 1024.24LOW POINT STA = 301+00.00150.00' VCPVI STA = 307+42.51PVI ELEV = 1015.98A.D. = 7.20%K = 20.83BVCS: 306+67.51 BVCE: 1017.32 EVCS: 308+17.51 EVCE: 1020.04 LOW POINT ELEV = 1016.99LOW POINT STA = 307+04.81100.00' VCPVI STA = 302+25.00PVI ELEV = 1025.24A.D. = -2.79%K = 35.84BVCS: 301+75.00BVCE: 1024.74EVCS: 302+75.00EVCE: 1024.35 HIGH POINT ELEV = 1024.92HIGH POINT STA = 302+10.8450.00' VCPVI STA = 309+00.00PVI ELEV = 1024.50A.D. = -6.41%K = 7.80BVCS: 308+75.00 BVCE: 1023.15 EVCS: 309+25.00 EVCE: 1024.25 HIGH POINT ELEV = 1024.29HIGH POINT STA = 309+17.20CENTERLINE INTERSECTIONMASON LANE (RP-200)STA: 305+92.66ELEV: 1018.66CENTERLINE INTERSECTION OFCORBY WAY (RP-100)STA: 301+05.92ELEV: 1024.25END OF PAVINGSTA: 300+00.00ELEV: 1024.9972"RCP ARCH (C)72"RCP ARCH (C)1617181920212223242526272829303132333435363738394041424344828180484746458384858687888990+300 00+301 00+302 00+303 00 +304 00 +305 00 +306 00 + 30 7 00 +30800+30900+30956BP = 300+00.00 PC = 306+75.34 PT = 307+33.41EP = 309+55.56CENTER OF RADIUSN: 7491361.75E: 18458242.10CENTER OF RADIUSN: 7491361.70E: 18458316.10CENTER OF RADIUSN: 7491361.02E: 18458784.99CENTER OF RADIUSN: 7491361.15E: 18458694.92CENTER OF RADIUSN: 7491273.94E: 18458835.20CENTER OF RADIUSN: 7491229.15E: 18458853.20CENTER OF RADIUSN: 7491173.10E: 18458853.19CENTER OF RADIUSN: 7491112.87E: 18458848.18CENTER OF RADIUSN: 7491113.28E: 18458922.18S89°54'59"E675.34'S00°00'27"W 222.15'L=58.07'R=37.00'∆=89°55'26"CHD=S44°57'16"ECHD L=52.29'SE SLOAN DR.(7" PCC)SE CORBY WAY(7" PCC)SE MASON LANE(7" PCC)24.0' B-B& ROWDRIVEWAY / ALLEYSE BOOTH AVE.MAILBOX PADLOCATIONMAILBOX PADLOCATION23PAV-03AND PROFILEPAVING PLAN20'40'0GRAPHIC SCALE80'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 2\Paving.dwg 12/9/2019 10:07 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.CENTENNIAL CROSSINGPLAT 2SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMBER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMEBR 25, 201929 13.0'ED9.0'C9.0'C3.0'ED15.0'B15.0'L-115.0'B 3.0'ED9.0'C9.0'C3.0'ED10.0'L-1 12.0'C12.0'C3.0'C9.0'C9.0'C3.0'C3.7'C9.0'C9.0'C3.7'C4.7'C3.0'C9.0'C9.0'C3.0'C4.7'C9.9'L-19.9'L-19.9'L-110.0'L-110.0'L-110.0'L-1 3.9'C 4.0'C8.5'C8.5'C11.5'L-1 10.0'L-110.0'L-110.0'L-19.0'L-1 SE UNIVERSITY AVE.SE CORBYWAY12.0'C12.0'C11.5'L-1 5.0'BT-55.0'BT-55.0'BT-55.0'BT-513.6'RD12.1'RD12.0'RD12.0'RD12.0'RD14.1'RD6912.0'C9.0'C3.0'C3.0'C12.5' BT-5 12.5' L-1 12.0'C12.0'C3.0' C 3.0'C3.0' ED 3.0' ED 15.0'L-115.0'B15.0'L-13.0' ED 9.0' C 9.0' C 9.0' C 9.0' C 3.0' ED 3.0' C 9.0' C 9.0' C 12.5'BT-515.0'B12.5'L-112.5'L-112.0' BT-5 12.5'L-112.5' BT-5 3.0'C9.0'C12.0'C12.0'C12.0'C15.0' L-1 12.5' L-112.0'C12.0'C12.0'C8.5' L-18.5'C8.5'C12.0' BT-5 8.5' L-1 12.5' L-1 10.0' L-1 10.0' L-1 12.0' C 12.0' C12.5'C12.5'BT-59.0'C3.0'C2.9 'C12.5' BT-5 2.9' C SE CORBY WAY SE MASONLANE3.0'ED9.0'C9.0'C3.5'ED3.0'ED9.0'9.0'3.0'ED15.0' B 15.0' L-1 15.0' B 5. 0 ' B T - 5 5.0'BT-55. 0 ' B T - 55.0'BT-5SE CORBYWAY 4.00%3.80%4.00%3.82%1.50%1.50%1.50%1.50%1.50%1.50%1.49%1.50%1.75%1.75%1.70%1.75%1011.22 TS1011.14 TS1011.29 TS1011.22 TS1010.88 TS1010.97 TS1010.97 TS1010.89 TS1011.15 TS1011.22 TS1011.30 TS1011.22 TS 1.50% 1 0 1 3 . 8 5 T S SE CORBYWAY4.27%6.00%4.50%1.50%1.50% 1.50%1.50%1.51%1.50%3.89%0.81% 0.41%1.25%1. 5 1 %1.51%0.89%1013.93 TS1013.41 TS1013.85 TS1013.93 TS1013.86 TC1013.25 TS1013.34 TS1013.77 TS1 0 1 3 . 9 2 T S 1013.46 TS1.76%1013.67 TS1013.75 TS1013.82 TS1014.14 TS1014.00 TS1013.75 TS1013.99 TS5.80% 1.50%1.50%1.50%5.81% 1.50%1014.07 TS1.50%1.51%1014.07 TS1.51%24JT-01JOINTING PLAN5'10'0GRAPHIC SCALE20'N:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 2\Jointing.dwg 12/9/2019 10:08 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.CENTENNIAL CROSSINGPLAT 2SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMBER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMEBR 25, 201929NOTE: 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.NORTHNORTHNORTHNORTH 12.0' C 12.0' C 3.0'C9.0'C12.0'C12.0'C 9.0'C 3.0'C 3.0'C12.0'C12.0'C 9.0'C 12.0'C 3.0'C2.4'C10.2'L-1 3.0'C8.5'C8.5'C3.0'C9.0'C9.0'C11.5'L-19.0'C10.3'L-110.2'L-19.0'C5.0'L-15.0'L-112.0'L-112.0'L-112.6'L-115.0'L-112.6'L-112.6'L-13.0'C 2.9'C12.4'L-13.0'C12.0'C12.0'C12.0'C 9.0'C9.0'C12.0'C 9.0'C 15.0'L-112.4'L-112.4'L-112.0'C 12.5'L-112.0'L-112.0'L-15.0'L-112.5'L-1SE CORBYWAYSE SLOANDR.3.0'ED3.0'ED 12.0'B5.0'BT-55.0'BT-55.0'BT-55.0'BT-53.0'C6.8'L-112.0'L-112.0'L-17.0'L-12.0'C2.3'C9.0'L-19.0'L-19.0'L-12.0'C 4515.0'L-115.0'L-112.0' C 9.0' C 3.0' C 8.5' C 12.0' C 12.0' C 12.0' C 9.0' C 3.0' C 3.0' CD 5.5' C 1 2 . 0 'C3 . 0 'C12.0' C 12.0' C 12.0' C 9.0' C 3.0' C 15.0'L-115.0'L-14.2 ' C 3 . 0 'C1 2 . 0 'C1 2 . 0 'C1 2 . 0 'C9 . 0 'C3 . 0 'C14.5'L-19 . 0 'C15.0'L-115.0'L-18.3'L-115.0'L-114.5'L-115.0'L-111.5'L-111.5'L-1SE SLOANDR.SE MASONLANE3.9'C4.2'C5.0'BT-55.0'BT-55.0'B T - 55.0'BT-511.2'L-111.2'L-115.0' C 12.0' C 12.0' C 15.0' C 15.0' C 15.0' C 3.0'C11.2'C14.6'C11.0'C11.0'L-114.6'L-111.2'L-111.0'L-114.6'L-111.2'L-112.0' C 12.0' C 12.0' C 12.0' C 12.0' C 12.0' C SE CORBYWAYSE SLOANDR.5.00%5.00%0.00%0.00%1.50%1.50%5.00%5.00%1.50%0.00%0.00%1.50%0.00%0.00%1024.38 TS1024.31 TS1024.31 TS1024.38 TS1024.26 TS1024.34 TS1024.34 TS1024.26 TS 1023.74 TS1023.83 TS1023.87 TS1023.77 TS1.39%1.61%1.96%1.96%3.12%3.40%SE SLOANDR.5.00%5.00%0.00%1.50%1.50%4.66%5.00%1.50%0.00% 0.00%1.50%0.01% 0.00% 0.50%0.79%1019.39 TS1019.46 TS1 0 1 9 . 4 6 T S 1 0 1 9 . 3 9 T S 1018.79 TS1018.71 TS1018.79 TS1018.71 TS1018.89 TS1018.95 TS1018.28 TS1018.33 TS1. 0 0 %0.85%0.21% 0.11% 0.00%1.28%1.28%2.64%25JT-02JOINTING PLAN5'10'0GRAPHIC SCALE20'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 2\Jointing.dwg 12/9/2019 10:09 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.CENTENNIAL CROSSINGPLAT 2SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMBER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMEBR 25, 201929NOTE: 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. 12.0'C12.0'C3.0'C9.0'C12.0'C14.0'L-114.0'L-1 3.0'C9.0'C12.0'C14.0'L-114.0'L-1 7.9'C2.5'C 7.9'C 2.5'C3.0'C9.0'C14.0'L-1 3.0'C9.0'C12.0'C15.0'L-1 12.0'C12.0'C3.0'ED9.0'C14.0'L-114.0'L-19.0'C3.0'ED14.0'B14.0'L-112.0'C10.0'L-110.0'L-14.4'C4.4'C15.0'L-1 PRIVATEDRIVEWAYSLOANDR.12.0'C12.0'C15.0' L-13.0'C9.0'C9.0'C3.0'C3.3'C3.0'C9.0'C9.0'C3.0'C3.3 'C12.0'RD12.0'RD2.5' C 2.0' C 2.5'C13.3' L-1 13.3' L-1 13.3' L-1 2.0' C 13.3' L-1 13.3' L-1 13.3' L-1 SE SLOANDR.SE BOOTH AVE.12.6'RD12.6'RD12.5'RD12.5'RDSE SLOANDR.SE BOOTH AVE.3.58%1.50%1.50%1.50%3.00%5.00%1.50%1.50%3.00%1.49% 1.50% 0.68% 0.78% 1.50%1 0 2 4 . 2 2 T S1024.15 TS1025.22 TS1025.15 TS1 0 2 5 . 2 9 T S 1024.88 TS1024.82 TS1023.84 TS1023.90 TS1024.07 TS1 0 2 4 . 1 5 T S1025.22 TS0.35%0. 9 5 %1.00%0.74% 0.46%1.15%1.21%1017.20 TS1017.14 TC1017.11 TC1017.16 TS1.12%1015.90 TS1015.96 TS26JT-03AND ADA DESIGNJOINTING PLAN5'10'0GRAPHIC SCALE20'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 2\Jointing.dwg 12/9/2019 10:09 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.CENTENNIAL CROSSINGPLAT 2SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMBER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMEBR 25, 201929NOTE: 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. 1234567891011121314151617181920212223242526272829303132333435363738394041424344828180797877767574737271706968676665646362615957565554535251504948474645838485868788899091929394959697985860OUTLOT YLOT APLAT 1PLAT 2POOLCLUBHOUSE72"RCP ARCH (C)72"RCP ARCH (C)4.5' X 6' RCB (C)SE UNIVERSITY AVESE LA GRANT PKWY SE CORBY WAYSE SLOAN DR.SE MASON LANEAREA HATCHED TO BESEEDED WITH TYPE IIISEEDING MIX. SUDAS 9010.0827LA-01LANDSCAPING PLAN25'50'0GRAPHIC SCALE100'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 2\Landscape.dwg12/9/2019 10:09 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.CENTENNIAL CROSSINGPLAT 2SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMBER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMEBR 25, 2019291OVERALL LANDSCAPE PLANLANDSCAPE NOTES1.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UNDERGROUND ANDOVERHEAD UTILTIIES, IRRIGATION PIPING AND DRAINAGE STRUCTURES BEFORE COMMENCING WORK.INFORMATION SHOWN ON PLAN IS FROM AVAILABLE INFORMATION AND ALL LOCATIONS SHOWN SHOULD BECONSIDERED APPROXIMATE. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGETO ANY OF THE PREVIOUSLY LISTED ITEMS.2.CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO PLANTING. ANYDISCREPANCIES WITH THE PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THEPLAN QUANTITIES SHALL SUPERCEDE SCHEDULED QUANTITIES3. CONTRACTOR SHALL VERFIY ALL PLANT QUANTITIES SHOWN PRIOR TO PLANTING. QUANTITIESPROVIDED ARE FOR CONVIENENCE ONLY AND CONTRACTOR IS RESPONISBILE FOR VERIFYING AND INSTALLINGTHE QUANTITY OF PLANT MATERIALS SHOWN ON THE PLANS. ANY DESCREPANCIES SHALL BE REPORTED TOTHE LANDSCAPE ARCHITECT. ALL PLANT MATERIAL TO BE SPACED AS SHOWN, UNLESS OTHERWISE NOTED.4. LOCATION AND PLACEMENT OF ALL PLANT MATERIAL SHALL BE STAKED OR LAID OUT IN THE FIELD ANDAPPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.5. NO SUBSTITUTION (INCL. CULTIVARS) SHALL BE ACCEPTED WITHOUT WRITTEN AUTHORIZATION FROMTHE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT.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. OF SHREDDED DARK BROWNPREMIUM HARDWOOD MULCH, AS DETAILED. ADD PREEN OR SNAPSHOT TO BEDS BEFORE & AFTER MULCHINGFROM MARCH 1 TO OCTOBER 1. IF WINTER INSTALLATION, RETURN NEXT SPRING & INSTALL PREEN/SNAPSHOTWITH NEW MULCH.8.TREE TIES SHALL BE DEWITT 20" STRAPS FOR TREE STAKING. USE 10 GAUGE ELECTRIC WIRE. TREES ANDSTAKES SHALL BE STRAIGHT, PLUMB AND TAUT. TREE STAKES TO BE REMOVED WINTER OF YEAR 2 AFTERINSTALLATION.9.CONTRACTOR SHALL THOROUGHLY WATER-IN EACH PLANT IMMEDIATELY FOLLOWING INSTALLATIONAND CONTINUE WATERING UNTIL SUBSTANTIAL COMPLETION. CONTRACTOR REQUIRED TO COORDINATEWATERING WITH THE OWNER AFTER SUBSTANTIAL COMPLETION.10.ALL AREAS OF THE SITE DISTURBED DURING CONSTRUCTION THAT ARE NOT DESIGNATED AS BEDS /PAVEMENT AREAS SHALL BE SODDED WITH 90% TURF-TYPE TALL FESCUE AND 10% BLUEGRASS MIX SOD.11.NO TREES SHALL BE PLANTED OVER TOP OF ANY UTILITY LINES OR PIPES. CONTRACTOR SHALL VERIFYALL UTILITY LOCATIONS PRIOR TO PLANTING AND ANY MODIFICATIONS TO TREE LOCATIONS SHALL BECOORDINATED WITH THE LANDSCAPE ARCHITECT AND APPROVED BY THE CITY PRIOR TO PLANTING.12.ALL PLANT MATERIALS SHALL BE MAINTAINED FOR 1 YEAR FROM DATE OF SUBSTANTIAL COMPLETION,UNLESS OTHERWISE INDICATED IN THE SPECIFICATIONS.13.ALL PLANT MATERIALS SHALL BE GUARANTEED FOR 1 YEAR FROM DATE OF SUBSTANTIAL COMPLETION,UNLESS OTHERWISE INDICATED IN THE SPECIFICATIONS. PLANT MATERIALS WILL BE ONE TIME REPLACEMENTAND RECORDS KEPT BY THE LANDSCAPE CONTRACTOR FOR ALL REPLACEMENTS.14. CONTRACTOR SHALL REPORT SUBSURFACE SOIL OR DRAINAGE PROBLEMS TO THE LANDSCAPEARCHITECT.15.THIS LANDSCAPE PLAN IS DESIGNED TO BE IN CONFORMANCE WITH THE CITY OF WAUKEE, IOWASTANDARDS. THE LANDSCAPE ARCHITECT WILL COORDINATE CLOSELY WITH THE CITY OF WAUKEE, IOWA TOMAKE SURE FINAL DEVELOPMENT AND PERMIT PLANS ARE IN CONFORMANCE WITH THIS CODE.16.ALL AREAS DISTURBED ARE TO BE SODDED UNLESS NOTED OTHERWISE.SHADE TREE68ALL 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 TREE89ALL TREES SHALL BE 6` MIN. HEIGHT (B&B)-EVERGREEN TREE41ALL TREES SHALL BE 6` MIN. HEIGHT (B&B)-CONCEPT PLANT SCHEDULE2PLANTING SCHEDULE3LANDSCAPE REQUIREMENTSPER CHAPTER 301.27A "LANDSCAPE AND OPEN SPACE REQUIREMENTS"MINIMUM PLANTING REQUIREMENTS (D) -REQUIREMENTQUANITYPROVIDEDTWO TREES PER DWELLING UNITS97 UNITS194 NEW TREESBUFFER PLANTING CALCULATIONSUNIVERSITY AVENUE DEVELOPABLE FRONTAGE = 312 LFBUFFER UNITS - 312 / 50 = 7 UNITS1 UNIT = 1 OVERSTORY, 2 ORNAMENTAL, 2 EVERGREENREQUIREDOVERSTORY - 7 TREESORNAMENTAL - 14 TREESEVERGREEN - 14 TREESPROVIDED - ALONG UNIVERSITYOVERSTORY - 5 TREES (71% OF REQUIRED)ORNAMENTAL - 9 TREES (64% OF REQUIRED)(REMAINING TO WEST SIDE OF PLAT 2)EVERGREEN - 11 TREES (78% OF REQUIRED)(REMAINING TO WEST SIDE OF PLAT 2)PROVIDED - SOUTH AND WEST BORDER FOR PLAT 2OVERSTORY - 2 TREESORNAMENTAL - 5 TREEEVERGREEN - 3 TREE 0.74'0.67'0.67'0.74'28DT-01DETAILSN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 2\Details.dwg 12/9/2019 10:11 AM DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.CENTENNIAL CROSSINGPLAT 2SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMBER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMEBR 25, 201929Slope asper plans2" R 29DT-02DETAILSN:\Projects\WAK 20218023\Dwgs\Plans\Construction Drawings\Plat 2\Details.dwg 12/9/2019 10:11 AM °°DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.CENTENNIAL CROSSINGPLAT 2SITE PLANWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY.FIELDBOOKSEPTEMBER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 14, 2019NOVEMEBR 25, 201929CONCRETE 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