HomeMy WebLinkAbout2019-12-16-J06 Centennial Crossing_Preliminary Plat AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: December 16, 2019
AGENDA ITEM: Consideration of approval of a resolution approving preliminary plat for
Centennial Crossing
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a preliminary
plat for an approximately 18.41-acre subdivision generally located south
of SE University Avenue and west of SE L.A. Grant Parkway.
The preliminary plat identifies 130 lots to be included within the plat.
The development is proposed to be completed in two phases. Plat 1,
includes 32 lots and Plat 2 includes 98 lots. The applicant intends to
construct a townhome development. A clubhouse and pool will be
constructed within the development to provide an amenity for the
neighborhood residents.
All streets within the development will be privately owned and
maintained by the owner or owners association. Access to public streets
are shown to SE University Avenue, SE L.A. Grant Parkway, and SE
Booth Avenue. All utilities will be privately owned and maintained by
the owner or owners association. Stormwater detention will be provided
within an existing drainage channel the runs through the property. The
channel will be improved and will outlet to the existing culvert that runs
under SE University Avenue.
Landscape buffers are required along the north and east sides of the
development. The preliminary plat identifies the areas where the buffer
are to be located.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning
Commission reviewed the request at their meeting on November 26,
2019, and recommended approval:
Approval of a Preliminary Plat for Centennial Crossing
Senior Planner, Andy Kass, introduced the request for approval of a Preliminary Plat and Final
Plat for a townhome development as submitted by the applicant, Hubbell Realty. The subject
property is located south of SE University Avenue and west of SE L.A. Grant Parkway, and
contains approximately 18.5 acres. Mr. Kass advised that the area was recently rezoned to R-4/
J6
PD to allow for the townhome project. To date, staff has received one letter correspondence
stating concerns against the proposed project.
Mr. Kass advised that the preliminary plat shows a total 130 lots split between two phases as well
as a Clubhouse and clubhouse ammenities. phase one will be constructed east of the existing
drainage way and include 32 lots, and phase two will be constructed to the west of the existing
drainage way and contain approximately 98 lots. all proposed lots meet the requirements of the
R-4/PD zoning district. all streets interior to the development are private streets and will be
owned and maintained by the owner or owners association. Two connections to SE University
Avenue, and one connection to SE L.A. Grant Parkway are shown. The applicant also intends to
provide a connection to SE Booth Avenue by reconstructing the existing access to the south.
Sidewalks are planned along one side of each street within the development and visitor parking is
available throughout the development.
Mr. Kass explained that all utilities are available to the site, including a public sanitary sewer
main that will need to be relocated as part of the development. Stormwater detention will be
provided in the existing drainage way that runs from the southeast of the property to the north
before it outlets into a box culvert that flows into centennial park. Storm water detention will be
maintained by the owner or owners association. in lieu of the required 1.75 acres of parkland, the
applicant has proposed to construct a trail along the greenway that separates plat 1 and plat 2. The
trail would connect to SE University Avenue, and to SE L.A. Grant Parkway. the applicant has
also proposed the construction of a bridge across the drainage way, and there has been discussion
of a culvert for access to centennial park as part of improvements to SE University Avenue in the
future.
At this time staff would recommend approval subject to any remaining staff comments.
Commissioner Koshy questioned if Staff would highlight changes that have been made since the
rezoning to address current resident concerns. Mr. Kass advised that there were several changes.
In regards to draining, both the Stormwater maintenance of the site and the eventual SE
University City Project would improve the run off occurring in the area. Landscaping buffers are
required to the north and east, and while there is no buffer required to the west, staff has worked
with the applicant to allow plantings from the north buffer to be placed as screening to the west of
the development.
Commissioner Streit questioned if the concept viewed at the time of rezoning was the same as
what was proposed now. Mr. Kass advised that there were some changes, one building was
required to lose a unit to comply with fire safety regulations. Several access points have been
realigned taking into account the future updates to SE University. Finally, the arrangement of the
one story homes versus two story homes has been altered.
Commissioner Hoifeldt questioned for an update on the lay out of the development in regards to
one story vs two story units. A representative for the applicant, Matt Weller, advised that the two
story units had been moved more central to the development allowing the one story units to
border the current homes to the west of the property.
Commissioner Tietz questioned what the time line of the university project would be. Director of
Development, Brad Deets, advised that this portion would be slated for work in 2024, funding
permitting.
Commissioner Hoifeldt asked for more information regarding the drainage plan and if the
applicants felt what was proposed would handle the issues until such a time as SE University was
updated by the City. A representative for the applicant, Caleb Smith of McClure Engineering,
advised that the Stormwater management had been created by looking at the project as a worst
case scenario. The applicant is confidant that the calculations and proposed project are able to
accommodate the Stormwater issues of the site. Commissioner Hoifeldt questioned staff if the
intent was to eventually have the park maintain Stormwater. Mr. Kass advised that the
Stormwater management is still a concern that the City will need to make a decision on when
dealing with the SE University Avenue Project, and that a sure answer was unavailable at this
time.
Commissioner Hoifeldt questioned if the applicant felt there was adequate visitor parking,
especially in plat 2 and if they had concerns regarding street parking. Mr. Smith advised that the
parking exceeded what was required, and that the applicants believed adequate visitor parking
had been provided. As these are rental units, a professional management company can enforce the
no parking regulations for street parking.
Commissioner Hoifeldt moved to approve the Preliminary Plat for Centennial Crossing.
Commissioner Ward seconded the motion. Ayes: Ward, Tietz, Streit, Hoifeldt, Koshy, and
Freund. Nays: None. Motion Carries.
STAFF REVIEW AND COMMENT: Staff’s position is that the proposed preliminary plat
meets the intent and the requirements of the Planned Development
Agreement and those of the Subdivision Ordinance.
RECOMMENDATION: Staff recommends approval of the Preliminary Plat for Centennial
Crossing.
ATTACHMENTS: I. Resolution
II. Staff Report
III. Preliminary Plat
IV. Email Correspondence
PREPARED BY: Andy Kass, Senior Planner
REVIEWED BY:
PUBLIC NOTICE INFORMATION –
NAME OF PUBLICATION:
DATE OF PUBLICATION:
THE CITY OF WAUKEE, IOWA
RESOLUTION 19-
APPROVING THE CENTENNIAL CROSSING PRELIMINARY PLAT
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 reviewed and recommended
approval of a Preliminary Plat for Centennial Crossing on November 26, 2019, subject to
remaining staff comments; AND,
WHEREAS, the Preliminary Plat for Centennial Crossing is in general conformance with
section §303 - Land Subdivision Ordinance of the Waukee Municipal Code.
NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on
this the 16th day of December, 2019 that the Preliminary Plat for Centennial Crossing be
approved.
____________________________
William F. Peard, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Anna Bergman
R. Charles Bottenberg
Courtney Clarke
Shelly Hughes
Larry R. Lyon
PLANNING AND ZONING COMMISSION STAFF REPORT
PROJECT: Centennial Crossing Plat 1 & 2 –
Preliminary Plat & Final Plats
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 preliminary
plat and final plat 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 Property identifying the proposed plat (outlined in BLUE).
November 22, 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
LOTS
The preliminary plat and final plats identify a total of 32 lots in Plat 1 and a total of 98 lots in Plat 2. Plat 1 is located on
the east side of the property and Plat 2 is located on the west side of the property. Table 1 below summarizes the
minimum requirements for the lots. All proposed lots meet the minimum requirements. Details on the proposed
buildings and units are available in the individual staff reports regarding the site plans for Centennial Crossing Plat 1 and
2. Lot 32 in Plat 1 will have a clubhouse and pool constructed upon it for the use of the residents. A 25-foot landscape
buffer is required along the north and east sides of the development.
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
November 22, 2019
3 of 3
STREETS AND TRAIL
As part of the improvements for the development there are no public streets that will be constructed. All internal
streets will be owned and maintained by the owner or the owners association. Two connections to SE University
Avenue are shown and one connection to SE L.A. Grant Parkway is shown. In addition, the applicant intends to provide
a connection to SE Booth Avenue to the south by reconstructing the existing access to the south. The internal streets
will be 24-feet wide with a concrete pavement depth of 7-inches. Five-foot sidewalks are planned along one side of each
street within the development except for one. Visitor parking will be provided throughout the development.
UTILITIES
A portion of an existing public sanitary sewer main will need to be relocated as part of the development. The existing
public sewer runs diagonally along the drainageway through the property. Sanitary sewers stubbed from the public
sewer will be privately owned and maintained. In addition, the water main and storm sewer throughout the
development will all be privately owned and maintained.
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.
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.
STAFF RECOMMENDATION
The proposed lots meet the minimum requirements of the Zoning Ordinance. The preliminary plat and final plats are in
general conformance with the Subdivision Ordinance. Staff recommends approval subject to remaining staff comments.
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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 CROSSINGPRELIMINARY PLATWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY--SEPTEMBER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 12, 2019NOVEMEBR 25, 2019CENTENNIAL CROSSINGPRELIMINARY PLATWAUKEE, IOWA05Sheet List TableSheet NumberSheet TitleSheet Description01GN-01COVER SHEET02GN-02GENERAL LAYOUT03GN-03UNIT LAYOUT04GR-01GRADING PLAN05UT-01UTILITY LAYOUTLEGAL 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 50266ZONING 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 SETBACKSUNIVERSITY / LA GRANT ROW: 25 FEETWEST BOUDNARY (ADJACENT R-1):25 FEETSOUTH BOUNDARY (ADJACENT R-4):15 FEETMINIMUM BUILDING SETBACKSSIDE TO SIDE SEPARATION:15 FEETSIDE TO FRONT/REAR SEPARATION:30 FEETREAR TO REAR SEPARATION:30 FEETGARAGE TO DRIVE:20 FEET OR 25 FEET WITH SIDEWALKDRIVE TO HOUSE:10 FEETPARK REQUIREMENTSAREA = # LOTS X 2.25 X 6 / 1000 = 129 X 2.25 X 6 / 1000 = 1.74 ACRESUNIT SUMMARYHICKORY UNITS = 42WALNUT UNITS = 36ELM UNITS = 49BIRCH UNITS = 2TOTAL = 129PARKING SUMMARYREQUIRED - 2 SPACES PER UNIT + 1 STALL PER 5 UNITS2 x 129 + 129 / 5 = 284 STALLSPROVIDED - 2 GARAGE AND DRIVEWAY PER UNIT + 26 ADDITIONAL STALLS 542 STALLSGLYNN VILLAGE PLAT 1GLYNN VILLAGE PLAT 1
COMMERCIAL DISTRICTSE UNIVERSITY AVENUESE LA GRANT PKWYSE BOOTH AVENUESE WADDLE WAYSE BOOTH AVENUEVICINITY SKETCHSCALE: 1" = 800'GENERAL NOTES1.ALL PROPOSED DRIVES, UTILITIES AND OPEN SPACE AREASARE TO BE OWNED AND MAINTAINED BY THE HOA FORTHE DEVELOPMENT.1 -5
9,522 SF257,240 SF266,710 SF197,610 SF63,605 SF23,467 SF33,467 SF43,605 SF57,274 SF123,775 SF173,630 SF158,225 SF133,444 SF113,444 SF103,444 SF93,444 SF86,107 SF73,332 SF203,332 SF213,332 SF223,332 SF233,332 SF247,193 SF312,968 SF272,968 SF282,968 SF292,968 SF3028,510 SF329,100 SF183,336 SF25,239 SF102,195SF272,892SF352,195SF433,335 SF33,333 SF112,195SF202,892SF282,195SF364,572SF445,241 SF43,333 SF122,195SF212,892SF292,195SF375,240 SF53,333 SF132,892SF222,195SF302,195SF383,335 SF65,237 SF142,892SF232,195SF312,195SF393,334 SF75,237 SF152,195SF242,195SF322,892SF403,334 SF83,332 SF162,195SF252,195SF332,892SF417,717 SF15,239 SF93,332 SF172,195SF262,892SF342,195SF422,640 SF542,640 SF462,640 SF538,447 SF457,241 SF682,640 SF523,058 SF675,470 SF513,162 SF662,640 SF585,218 SF505,470 SF572,640 SF495,470 SF562,640 SF482,640 SF552,640 SF476,241 SF184,533SF198,966 SF8893.00'48.50'23.60'93.00'23.60'93.00'31.10'93.00'31.10'93.00'23.60'93.00'23.60'93.00'23.60'93.00'23.60'93.00'31.10'93.00'31.10'93.00'23.60'93.00'23.60'93.00'23.60'93.00'23.60'93.00'31.10'93.00'31.10'93.00'23.60'93.00'23.60'93.00'23.60'93.00'23.60'93.00'31.10'93.00'31.10'93.00'23.60'93.00'23.60'93.00'
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'64.26'28.00'38,887 SFSTREET LOT 'C'20,958 SFSTREET LOT 'A'26.41'3,672 SF143,672 SF166.30'8,966 SF632,653 SF592,679 SF602,705 SF616,627 SF623,574 SF643,388 SF6585.70'20.87'115.49'56.94'23.63'23.63'23.63'23.60'44.00'38,630 SFSTREET LOT 'B'68,253 SFOUTLOT 'Z'15.24'50.66'23.60'23.60'31.10'31.10'23.60'23.60'23.60'23.60'31.10'31.10'23.60'23.60'23.60'23.60'31.10'31.10'23.60'23.60'23.60'23.60'31.10'31.10'23.60'23.60'48.98'93.00'24.00'53.89'28.00'28.00'44.00'44.00'28.00'28.00'28.00'44.00'44.00'28.00'28.00'28.00'44.00'28.00'28.00'64.56'18,734 SFSTREET LOT 'B'312.03'60.00'24.00'50.00'60.00'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'EASEMENTBK:2001 PG: 6386EXISTING 10.0' CENTURYLINK EASEMENTBK: 2014 PG:17970EXISTING 40.0' ROWEASEMENTBK:462 PG:31EXISTING 60.0' STORMSEWER SURFACEWATER FLOWAGE EASEMENTBK:1999 PG:212125.0' SETBACK25.0' SETBACK &LANDSCAPE BUFFER25.0' SETBACK/ LANDSCAPE BUFFEREXISTING90.0' ROW15.0' SETBACK & S.W.F.E.15.0' STORM SEWEREASEMENT50.0' INGRESS/EGRESS &PRIVATE INFRSTRUCTURE EASEMENT30.0' SANITARYSEWER EASEMENT50.0' INGRESS/EGRESS &PRIVATE INFRSTRUCTURE EASEMENT40.0' STORM, SANITARY& S.W.F.E.50.0' INGRESS/EGRESS &PRIVATE INFRSTRUCTURE EASEMENT20.0' STORMSEWER & S.W.F.E15.0' STORM SEWER& SWFE50.0' INGRESS/EGRESS &PRIVATE INFRSTRUCTURE EASEMENT15.0' WATEREASEMENT20.0' STORM SEWEREASEMENTR25.0'R25.0'R5.0'R5.0'R25.0'R25.0'R25.0'R25.0'R20.0'R20.0'60' PROPOSED1/2 ROW8-INCH PCC TYPE ADRIVEWAY APPROACH8-FT WIDEPCC TRAILPROPOSED PUBLIC USE &FACILITIES EASEMENT20.0' SETBACK25.0' SETBACK10.0' SETBACK15.0'15.0' SETBACK20.0' SETBACK20.0'SETBACK25.0' SETBACK10.0' SETBACK20.0' SETBACK25.0' SETBACK & LANDSCAPE BUFFERPROPOSED PARKING STALLS9' X 18' (TYPICAL)49' B-B24' B-B26' B-B50' ROWPROPOSED MONUMENT SIGNWITH 25' X 25' SIGN EASEMENTPROPOSED MONUMENT SIGNWITH 15' X 15' SIGN EASEMENTPROPOSED MONUMENT SIGN20.0' STORMSEWER ANDS.W.F.EBIKE TRAIL & SURFACEWATER FLOWAGE EASEMENTS25' PARKINGSTALL EASEMENTBIKE TRAIL & SURFACEWATER FLOWAGE EASEMENTS6' WALK INFRONT OF STALL6' WALK20.0' STORM & SWFEASEMENT120.0' SE UNIVERSITYRIGHT OF WAYMAILBOX PAD LOCATIONMAILBOX PADMAILBOX PADLOCATIONMAILBOX PADLOCATIONMAILBOX PAD LOCATIONMAILBOX PADMAILBOX PADMAILBOX PADMAILBOX PADLOCATION15.0' S.W.F.E.20.0'S.W.F.E.25.0' TRAIL & S.W.F.E.STORM SEWER& S.W.F.E.STORM SEWER& S.W.F.E.S.W.F.E.5.0' S.W.F.E.50.0' INGRESS/EGRESS& PRIVATEINFRASTRUCTURE EASEMENT25.0' SETBACK &LANDSCAPE BUFFER20.0' S.W.F.E.30.0' STORM ANDSANITARY SEWEREASEMENT30.0'SETBACK15.0' S.W.F.E.15.0' S.W.F.E.10.0' STORM & S.W.F.E.STORM & S.W.F.E.5.0' GASEASEMENT20.0' PUBLIC TRAILEASEMENT02GN-02AND DIMENSION PLANGENERAL LAYOUT25'50'0GRAPHIC SCALE100'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Preliminary Plat\GN-02.dwg 12/5/2019 3:10 PM
DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.CENTENNIAL CROSSINGPRELIMINARY PLATWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY--SEPTEMBER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 12, 2019NOVEMEBR 25, 201905ZONED: C-1OWNER: CITY OF WAUKEEZONED: COSOWNER: CITY OF WAUKEEZONED: C-1OWNER: KUM & GO #75ZONED: R-4PDZONED: R-1PD1234567891011121314151617181920212223242526272829303132333435363738394041424344454647
PLAT 1PLAT 2POOLCLUBHOUSEWWWWWWWHHHHHWWWWWWWWWWWWWWWWWWWWWWWWEEDOGPARKWWHWEEEEWEEEEEEBBEEEHWHHEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEHHHHHH03GN-03SUMMARYAND BUFFER PLANTINGUNIT LAYOUT25'50'0GRAPHIC SCALE100'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Preliminary Plat\GN-02.dwg 12/5/2019 3:10 PM
DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.CENTENNIAL CROSSINGPRELIMINARY PLATWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY--SEPTEMBER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 12, 2019NOVEMEBR 25, 201905UNIT SUMMARYHICKORY UNITS = 42WALNUT UNITS = 36ELM UNITS = 49BIRCH UNITS = 2TOTAL = 129686.1'312.4'447.6'BUFFER PLANTING NOTE1.25% OF THE NORTHERN BUFFERREQUIREMENTS ARE PROPOSEDTO BE MOVED TO THE SOUTHAND WEST SIDE OF THEDEVELOPMENT DUE TOAMOUNT OF UTILITIES AND TOPROVIDE ADDITIONALBUFFERING TO THE EXISTINGRESIDENCES TO THE WEST ANDSOUTH.BUFFER PLANTING CALCULATIONSLA GRANT DEVELOPABLE FRONTAGE = 686 LFBUFFER UNITS - 686 / 50 = 14 UNITS1 UNIT = 1 OVERSTORY, 2 ORNAMENTAL, 2 EVERGREENREQUIREDOVERSTORY - 14 TREESORNAMENTAL - 28 TREESEVERGREEN - 28 TREESPROVIDEDOVERSTORY - 15 TREESORNAMENTAL - 29 TREESEVERGREEN - 28 TREESUNIVERSITY AVENUE DEVELOPABLE FRONTAGE = 760 LFBUFFER UNITS - 760 / 50 = 16 UNITS1 UNIT = 1 OVERSTORY, 2 ORNAMENTAL, 2 EVERGREENREQUIREDOVERSTORY - 16 TREESORNAMENTAL - 32 TREESEVERGREEN - 32 TREESPROVIDED - ALONG UNIVERSITYOVERSTORY - 13 TREES (81% OF REQUIRED)ORNAMENTAL - 23 TREES (72% OF REQUIRED)EVERGREEN - 25 TREES (78% OF REQUIRED)PROVIDED - SOUTH AND WEST BORDEROVERSTORY - 3 TREESORNAMENTAL - 9 TREESEVERGREEN - 9 TREES
72"RCP ARCH (C)72"RCP ARCH (C)4.5' X 6' RCB (C)123456789101112131415161718192021222324252627282930313233343536373839404142434482818079787776757473727170696867666564636261595756555453525150494847464583848586878889909192939495969798313029282726192021222324251817161514131211109876543215860OUTLOT YLOT ALOT APLAT 1PLAT 2POOLCLUBHOUSEOUTLOT Z10
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FG6.6'16.0'15.1'10.0'10.0'7.5'7.5'8.4'27.1'13.2'20.0'15.4'21.9'15.8'0.71%0.71%0.71%0.71%0.71%0.71%0.71%0.53%0.52%100-YR-1013.0104GR-01GRADING PLAN25'50'0GRAPHIC SCALE100'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Preliminary Plat\GR-01.dwg 12/5/2019 3:11 PM
DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.CENTENNIAL CROSSINGPRELIMINARY PLATWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY--SEPTEMBER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 12, 2019NOVEMEBR 25, 201905
123456789101112131415161718192021222324252627282930313233343536373839404142434482818079787776757473727170696867666564636261595756555453525150494847464583848586878889909192939495969798313029282726192021222324251817161514131211109876543215860OUTLOT YLOT ALOT APLAT 1PLAT 2POOLCLUBHOUSEOUTLOT ZSW-503SW-512SW-503SW-503SW-501SW-512SW-501SW-503SW-503SW-503SW-501SW-505SW-506RSW-503SW-501FESSW-512SW-401SW-506LSW-503SW-503SW-505SW-503SW-501SW-503SW-501SW-512SW-501SW-503SW-501SW-506RSW-503SW-401SW-505SW-51224" FES24" FESSW-506LSW-50548" FESSW-301RIM: 1024.20FL IN: 1016.75 (W)FL OUT: 1016.65 (E)SW-301RIM: 1025.29FL OUT: 1019.64 (E)SW-301RIM: 1023.65FL OUT: 1017.60 (N)SW-301RIM: 1020.81FL IN: 1013.84 (S)FL OUT: 1013.74 (N)SW-303RIM: 1019.07FL IN: 1004.53 (SW)FL IN: 1004.09 (E)FL OUT: 1003.99 (NW)FL OUT: 1004.05 (NW)SW-301RIM: 1018.60FL IN: 1009.92 (E)FL IN: 1009.92 (W)FL OUT: 1009.68 (NW)SW-301RIM: 1018.80FL OUT: 1011.66 (NW)SW-301RIM: 1015.33FL IN: 1004.48 (N)FL IN: 1004.48 (SE)FL OUT: 1004.23 (SW)SW-301RIM: 1017.41FL OUT: 1010.59 (W)SW-301RIM: 1017.26FL OUT: 1010.41 (W)SW-301RIM: 1015.85FL IN: 1005.47 (E)FL IN: 1005.47 (N)FL OUT: 1005.22 (S)SW-301RIM: 1016.89FL IN: 1009.74 (SE)FL OUT: 1009.64 (NW)SW-301RIM: 1016.38FL OUT: 1007.57 (S)SW-301RIM: 1015.43FL IN: 1005.91 (SE)FL OUT: 1005.81 (NW)SW-301RIM: 1013.93FL IN: 1004.52 (W)FL OUT: 1004.42 (SE)SW-301RIM: 1010.80FL IN: 1003.74 (SE)FL OUT: 1003.64 (NW)SW-301RIM: 1013.53FL IN: 1005.79 (N)FL IN: 1005.79 (S)FL OUT: 1005.54 (E)SW-303RIM: 1012.96FL IN: 1003.05 (SE)SW-301RIM: 1011.77FL OUT: 1006.80 (S)8" TEE45 BEND22.5° BEND22.5° BEND22.5° BEND22.5° BEND22.5° BEND8" TEE8" TEE45° BEND22.5 BEND8" TEE8" TEE45° BEND22.5° BEND8" GATE VALVE8" GATE VALVE8" GATE VALVE8" GATE VALVE8" GATE VALVE8" GATE VALVEHYDRANT ASSEMBLYHYDRANT ASSEMBLYHYDRANT ASSEMBLYHYDRANT ASSEMBLYHYDRANT ASSEMBLYHYDRANT ASSEMBLYHYDRANT ASSEMBLYHYDRANT ASSEMBLYHYDRANT ASSEMBLYHYDRANTASSEMBLYHYDRANTASSEMBLYHYDRANTASSEMBLYHYDRANTASSEMBLYSW-401SW-512SW-512SW-512SW-512SW-512SW-51230' PROPOSED SANITARY SEWER EASEMENT30' PROPOSED SANITARY SEWER EASEMENT50' INGRESS/EGRESS &PRIVATE INFRASTRUCTURE EASEMENT50' INGRESS/EGRESS &PRIVATE INFRASTRUCTURE EASEMENT50' INGRESS/EGRESS &PRIVATE INFRASTRUCTURE EASEMENT50' INGRESS/EGRESS &PRIVATE INFRASTRUCTURE EASEMENT25' PUBLIC TRAIL AND SWF EASEMENTS20' SWF EASEMENT30' PUBLIC TRAIL ANDSWF EASEMENTS20' SWF EASEMENTFESFESFESFESSW-40166" FESSW-512HYDRANTASSEMBLYSW-512SW-501SW-503SW-512SW-303RIM: 1009.63FL IN: 1002.89 (NE)SW-51218" FES18" FESSW-51218" FESSW-301RIM: 1013.62FL IN: 1003.71 (SE)FL IN: 1003.71 (NW)FL OUT: 1003.46 (NE)HYDRANTASSEMBLY20' PROPOSED STORM SEWER EASEMENT8" GATE VALVE8" GATE VALVETAPPING SLEEVE & VALVETAPPING SLEEVE & VALVETAPPING SLEEVE & VALVE05UT-01UTILITY LAYOUT25'50'0GRAPHIC SCALE100'NORTHN:\Projects\WAK 20218023\Dwgs\Plans\Preliminary Plat\UT-01.dwg 12/5/2019 3:11 PM
DRAWING NO.CHECKED BYENGINEERSHEET NO.FIELD BOOK NO.DRAWN BYREVISIONSNOTICE:McClure Engineering Company waives any and allresponsibility and liability for problems which arise fromfailure to follow these Plans, Specifications, and theengineering intent they convey, or for problems which arisefrom failure to obtain and/or follow the engineers guidancewith respect to any errors, omissions, inconsistencies,ambiguities, or conflicts which are alleged.COPYRIGHT:Copyright and property rights in these documents areexpressly reserved by McClure Engineering Company. Noreproductions, changes, or copies in any manner shall bemade without obtaining prior written consent from McClureEngineering Company.1360 NW 121ST. StreetClive, Iowa 50325515-964-1229fax 515-964-2370building strong communities.CENTENNIAL CROSSINGPRELIMINARY PLATWAUKEE, IOWA20218023AUGUST 20, 2019C. SMITHB. FLAHERTY--SEPTEMBER 10, 2019SEPTEMBER 27, 2019OCTOBER 25, 2019NOVEMBER 12, 2019NOVEMEBR 25, 201905