HomeMy WebLinkAbout2019-03-18-J08 Landing at Kettlestone_Prelim Plat AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: March 18, 2019
AGENDA ITEM: Consideration of approval of a resolution approving a preliminary plat for The
Landing at Kettlestone
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a preliminary plat
for approximately a 23.17-acre subdivision located south of SE University
Avenue and north of SE Prairie Park Lane. The proposed preliminary plat
identifies 107 lots for single-family residential development. The proposed
lots will be subject to the requirements of the Planned Development
Agreement that was approved with the rezoning of the property. The Planned
Development allowed reduced setbacks, lot areas, lot widths, and lot depths
within the development.
Access to the development will be provided from SE Booth Avenue and SE
Parkview Crossing Drive. Two additional street will be constructed as part of
the plat improvements. Public utilities will serve the entire development.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning
Commission reviewed this project at the March 12, 2019 Commission Meeting and
recommended approval subject to remaining staff comments:
Approval of a Preliminary Plat for the Landing at Kettlestone
Senior City Planner, Andy Kass, introduced the request for approval of a preliminary plat as submitted
by the applicant, Kenyon Hills Ridge, LLC, for a single family residential development. The subject
property is generally located South of SE University Avenue and north of SE Prairie Park Lane,
containing approximately 23.17 acres.
Mr. Kass advised that the area was rezoned in 2018 to allow for a planned development containing
smaller lots and alterations to set backs. The overall concept indicates 107 single family lots ranging in
size from 4700 square feet to 13,500 square feet. In exchange for altered lot sizes and setbacks, trade
off agreements related to minimum size of builds and exterior materials keep the development of a
high quality.
SE Booth Avenue and SE Parkview Crossing Drive will be extended through the development, and
two new streets will be created, SE Mesa Dr and SE Drumlin Dr. All are indicated to be publicly
owned and maintained streets. A 10 foot wide trail will be extended on the east side of SE Parkview
Crossing Drive, and sidewalks will be required along all other streets as each lot develops. Public
utilities will service the development, and Stormwater will be detained in the regional storm water
J8
pond north of lots 95 and 96, as well as in outlots Y and Z. the outlots will be owned and maintained
by the homeowners association for the development.
At this time staff recommends approval of the preliminary plat subject to remaining staff comments.
Commissioner Streit questioned what these lot sizes were in comparison to the ne Spring Crest
development. Mr. Kass advised some of these lots are quite a bit smaller, most ranging in the
5,000 to 7,000 square feet size.
Commissioner Koshy questioned who would maintain the regional pond. Mr. Kass advised the
land owner to the north would be in charge of maintenance of the pond as it is located on that
property and not part of lots 95 and 96 of this development.
Commissioner Broderick questioned about the impact on current storm water issues. Mr. Kass
advised that the initial creation of the development ended up in easements that are smaller than
they truly should be so when heavy rains come in- there’s pooling and the water runs well
outside the current easements. The detention from this area will help pull some of the pooling
back in to the easement areas.
Commissioner Streit moved to approve the preliminary plat for the Landing at Kettlestone subject to
any remaining staff comments. Commissioner Hoifeldt seconded the motion. Ayes: Tietz, Streit,
Broderick, Hoifeldt, and Koshy. Nays: None. Motion Carries.
STAFF REVIEW AND COMMENT: Staff recommends approval subject to remaining staff
comments.
RECOMMENDATION: Approve the resolution subject to remaining staff comments.
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Preliminary Plat
PREPARED BY: Andy Kass, Senior Planner
REVIEWED BY:
THE CITY OF WAUKEE, IOWA
RESOLUTION 19-
APPROVING THE LANDING AT KETTLESTONE 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 The Landing at Kettlestone on March 12, 2019, subject to
remaining staff comments; AND,
WHEREAS, the Preliminary Plat for The Landing at Kettlestone 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 18th day of March, 2019 that the Preliminary Plat for The Landing at Kettlestone be
approved subject to remaining staff comments.
____________________________
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: The Landing at Kettlestone – Preliminary
Plat
PREPARED BY: Andy Kass AICP, Senior Planner
REPORT DATE: March 8, 2019
MEETING DATE: March 12, 2019
GENERAL INFORMATION
Applicant: Kenyon Hills Ridge, LLC
Owner:
Kenyon Hills Ridge, LLC
Owner’s Representative:
Ben Antons, P.E. with Bishop Engineering
Request: The applicant is requesting approval of a preliminary
plat for a single family residential subdivision.
Location and Size: Property is generally located south of SE University
Avenue and north of SE Prairie Park Lane containing
approximately 23.17 acres more or less.
AREA MAP
ABOVE: Aerial of Property identifying the proposed plat (outlined in BLUE).
March 8, 2019
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Vacant –
Undeveloped
Medium Density
Residential
R-2/PD-1 (One & Two Family Residential
/ Planned Development Overlay)
North Vacant –
Undeveloped
Light Industrial Office C-1A (Neighborhood Residential)
South Parkview Crossing
Neighborhood
Single Family
Residential
R-2 (one & Two Family Residential)
East Vacant –
Undeveloped
Community
Commercial / Light
Industrial Office
C-1 (Community & Highway Service
Commercial District)
West Parkview Crossing
Neighborhood /
Emerald Point
Condos
Single Family
Residential/High
Density Residential
R-2 (One & Two Family Residential
District) / R-4 (Row Dwelling &
Townhome District)
HISTORY
The subject property is located south of SE University Avenue and north of SE Prairie Park Lane. The property is 23.17-
acres in area. The subject property was rezoned in 2018 to allow for single-family residential subdivision with reduced
setbacks, lot areas, lot widths, and lot depths.
PROJECT DESCRIPTION
LOTS
The preliminary plat identifies a total of 107 lots for single-family residential development. The lots range in size from
4,754 square feet to 13,569 square feet. All lots meet or exceed all requirements established with the planned
development that was approved with the rezoning. The requirements are summarized in Table 1 below and compared
to the typical standards of the R-2 District.
Table 1: Standard R-2 requirements in comparison to the Planned Development.
Category Standard R-2 (minimum) R-2/PD-1 (minimum)
Lot Area 8,000 square feet 4,500 square feet
Lot Width 65 feet 50 feet
Front Yard Setback 30 feet 25 feet
Side Yard Setback 15 feet total (7 feet minimum) 10 feet total (5 feet on each side)
Rear Yard Setback 30 feet 25 feet
Lot Depth 110 feet 90 feet
In addition to the relaxed bulk regulations the Planned Development Agreement requires the following provisions for
these lots when developed:
Minimum two car garage;
March 8, 2019
3 of 3
Minimum of 1,300 square feet for a single story home and 1,400 square feet for a two-story home;
Prohibition of vinyl siding on single family homes;
Adjacent lots cannot share the same building elevation;
25% stone on the front of the home facing the public street; and
Three (3) trees and three (3) shrubs planted on each lot.
STREETS AND TRAIL
The preliminary plat identifies the construction of four public streets, including, SE Mesa Drive, SE Booth Avenue, SE
Drumlin Drive, and SE Parkview Crossing Drive. SE Booth Avenue and SE Parkview Crossing Drive are collector streets
and will be 70-foot right-of-way with 31-foot wide pavement. The remaining streets will be local streets with a 60-foot
right-of-way and 29-foot wide pavement.
A ten-foot-wide trail will be required along the east side of SE Parkview Crossing Drive. Five-foot wide sidewalks will be
required along all other streets as each lot develops.
UTILITIES
Utilities will be extended to service the proposed plat as part of the public improvements. Sanitary sewer will be
extended from the west and throughout the plat. Public water main will be extended from the west and south
throughout the plat. A regional storm water pond will be constructed on the property to the north of Lots 95 and 96.
The owner of that property will be responsible for the maintenance of the pond. The regional pond will serve as
detention for future development to the north as well. Outlots Y and Z will also provide detention for the plat. These
outlots will be owned and maintained by the homeowners association for the development.
At the rezoning hearing, members of the public expressed concerns regarding drainage within this area. Staff has worked
with the applicant and their design engineer to address those concerns with the intent to meet the City requirements
for detention and improve drainage in the area. The storm water management plan complies with City requirements and
the existing issues that residents to the south and west are experiencing should improve as a result of the detention
being provided with this development. Over time, as additional property to the north and east develops, additional
undetained flows will be detained and existing conditions should continue to improve.
EASEMENTS
All proposed easements have been indicated on the preliminary plat.
STAFF RECOMMENDATION
All proposed lots meet the minimum requirements of the Zoning Ordinance, the preliminary plat is in general
conformance with the Subdivision Ordinance, and the proposed land use of the property is consistent with the
Comprehensive Plan. Staff recommends approval of the preliminary plat subject to remaining staff comments.
SITETHE LANDING AT KETTLESTONEPRELIMINARY PLATVICINITY MAPSCALE: 1' = 1,000'M:\LAND PROJECTS 2018\180168\DWG\PP COVER.DWG2/27/2019 9:54:40 AMIOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.PROPERTY DESCRIPTION:PARCEL 18-57 (BOOK 2018 PAGE 15814)AN IRREGULAR SHAPED PORTION OF GOVERNMENT LOT 3 OF THE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP78 N, RANGE 26 WEST OF THE 5TH P.M., WAUKEE, DALLAS COUNTY, IOWA, IS DESCRIBED AS FOLLOWS: BEGINNINGAT THE SOUTHWEST CORNER OF SAID GOVERNMENT LOT 3; THENCE N00°31'53”E ALONG THE WEST LINE OF SAIDGOVERNMENT LOT 3 AND ALONG THE EAST LINE OF PARK VIEW CROSSING, AN OFFICIAL PLAT, WAUKEE, DALLASCOUNTY, IOWA, A DISTANCE OF 727.66 FEET; THENCE S89°46'43”E, A DISTANCE OF 30.60 FEET; THENCESOUTHEASTERLY ALONG A 375.00 FOOT RADIUS CONCAVE SOUTHERLY, A DISTANCE OF 70.94 FEET, SAID CURVEHAVING A CHORD BEARING OF S84°21'33”E AND A CHORD LENGTH OF 70.83 FEET; THENCE N11°03'37"E, A DISTANCEOF 91.00 FEET; THENCE SOUTHEASTERLY ALONG A 466.00 FOOT RADIUS CURVE CONCAVE SOUTHWESTERLY, ADISTANCE OF 156.47 FEET, SAID CURVE HAVING A CHORD BEARING OF S 69°19'15"E AND A CHORD LENGTH OF155.73 FEET; THENCE NORTHEASTERLY ALONG A 461.00 FOOT RADIUS CURVE CONCAVE SOUTHEASTERLY, ADISTANCE OF 265.64 FEET, SAID CURVE HAVING A CHORD BEARING OF N64°09'42”E AND A CHORD LENGTH OF261.98 FEET; THENCE N80°40'09”E, A DISTANCE OF 112.67 FEET; THENCE NORTHEASTERLY ALONG A 529.00 FOOTRADIUS CURVE CONCAVE NORTHWESTERLY, A DISTANCE OF 165.63 FEET, SAID CURVE HAVING A CHORD BEARING OFN71°41'57”E AND A CHORD LENGTH OF 164.96 FEET; THENCE N53°26'26”E, A DISTANCE OF 161.00 FEET; THENCESOUTHEASTERLY ALONG A 1101.00 FOOT RADIUS CURVE CONCAVE SOUTHWESTERLY, A DISTANCE OF 315.21 FEET,SAID CURVE HAVING A CHORD BEARING OF S28°21'28”E AND A CHORD LENGTH OF 314.13 FEET; THENCENORTHEASTERLY ALONG A 1145.00 FOOT RADIUS CURVE CONCAVE SOUTHERLY, A DISTANCE OF 212.36 FEET, SAIDCURVE HAVING A CHORD BEARING OF N85°29'36”E AND A CHORD LENGTH OF 212.05 FEET; THENCE S89°11'37”E, ADISTANCE OF 51.76 FEET TO THE EAST LINE OF SAID GOVERNMENT LOT 3; THENCE S00°33'20”W ALONG THE EASTLINE OF SAID GOVERNMENT LOT 3, A DISTANCE OF 632.58 FEET TO THE SOUTHEAST CORNER OF SAID GOVERNMENTLOT 3 AND TO THE NORTH LINE OF PARKVIEW CROSSING PLAT 9, AN OFFICIAL PLAT, WAUKEE, DALLAS COUNTY,IOWA; THENCE S83°48'58”W ALONG THE SOUTH LINE OF SAID GOVERNMENT LOT 3 AND THE NORTH LINE OF SAIDPARKVIEW CROSSING PLAT 9 AND ALONG THE NORTH LINE OF PARKVIEW CROSSING PLAT 6 AN OFFICIAL PLAT,WAUKEE, DALLAS COUNTY, IOWA, A DISTANCE OF 1317.78 FEET TO THE POINT OF BEGINNING.SAID TRACT OF LAND BEING SUBJECT TO AND TOGETHER WITH ANY AND ALL EASEMENTS OF RECORD.SAID TRACT OF LAND CONTAINS 23.17 ACRES.OWNER/PREPARED FOR:KENYON HILLS RIDGE LLCPAUL STENDER33741 BERNS SHORE DRADEL, IOWA 50003ZONING:PLANNED UNIT DEVELOPMENT (PUD) APPROVED ORDINANCE #2897 UNDERLYING ZONING: R-2/PD-1 (ONE AND TWO FAMILY RESIDENTIAL) DEVIATIONS:1.SETBACKS:FRONT25 FTREAR25 FTSIDE5 FT EACH SIDE2.LOT AREA: MINIMUM LOT AREA 4500 SQ FT FOR ANY LOT WITHIN DEVELOPMENT3.LOT WIDTH: 50 FEET AT SETBACK4.LOT DEPTH: 90 FEET ADDITIONAL PROVISIONS:1.VINYL SIDING IS PROHIIBITED2.HOUSE NEXT TO EACH OTHER CAN NOT BE THE SAME ELEVATION3.THREE TREES AND THREE SHURBS ARE PLANTED WITH EACH AS IT DEVELOPS4.A MINIMUM OF 25% BRICK OR STONE ON EACH FRONT FACADEA MINIMUM OF A TWO-CAR GARAGEUTILITY NOTE:THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM THE FIELD SURVEY, EXISTING PUBLICRECORDS, AND PLANS PROVIDED BY OTHERS. SURFACE UTILITY LOCATIONS HAVE BEEN FIELD LOCATED BY BISHOPENGINEERING, UNLESS OTHERWISE NOTED. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE LOCATIONSONLY. BISHOP ENGINEERING DOES NOT GUARANTEE THE UNDERGROUND LOCATION OF ANY UTILITIES SHOWN. IT SHALLBE THE DUTY OF THE CONTRACTOR TO DETERMINE THE LOCATION AND DEPTH OF ANY UNDERGROUND UTILITIES SHOWNAND IF ANY ADDITIONAL UTILITIES, OTHER THAN THOSE SHOWN ON THE PLANS, MAY BE PRESENT. A REQUEST WAS MADETO IOWA ONE CALL FOR UTILITY PROVIDERS TO VERIFY, LOCATE, AND MARK THEIR UTILITIES IN THE FIELD.COPYRIGHT 2018 BISHOP ENGINEERING. THIS DOCUMENT AND THE INFORMATION CONTAINED MAY NOT BEREPRODUCED OR EXCERPTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF BISHOP ENGINEERING.UNAUTHORIZED COPYING OR DISCLOSURE OF CONSTRUCTION USE ARE PROHIBITED BY COPYRIGHT LAW.ABBREVIATIONS:ACACRESASPHASPHALTBKBOOKCONCCONCRETEDDEEDED DISTANCEEXEXISTINGENCLENCLOSUREFFFINISHED FLOORFLFLOW LINEFRACFRACTIONALMMEASURED DISTANCEMHMANHOLEOPCORANGE PLASTIC CAPPPLATTED DISTANCEPGPAGEPOBPOINT OF BEGINNINGPOCPOINT OF COMMENCEMENTPRAPREVIOUSLY RECORDED ASPUEPUBLIC UTILITY EASEMENTROWRIGHT OF WAYRPCRED PLASTIC CAPSFSQUARE FEETSANSANITARYTYPTYPICALYPCYELLOW PLASTIC CAPNNORTHSSOUTHEEASTWWESTLEGEND: SAN SANITARY SEWER ST STORM SEWER W WATER LINE G GAS LINEU/E UNDERGROUND ELECTRICO/E OVERHEAD ELECTRICTELETELEPHONE LINEF/OFIBER OPTICCATVCABLE TVSTORM MANHOLECURB INTAKESURFACE INTAKEFLARED END SECTIONSANITARY MANHOLECLEANOUTFIRE HYDRANTSPRINKLERIRRIGATION CONTROL VALVEWATER MANHOLEWELLWATER VALVEWATER SHUT OFFYARD HYDRANTELECTRIC MANHOLEELECTRIC METERELECTRIC RISERELECTRIC VAULTPOWER POLETRANSFORMER POLELIGHT POLEELECTRIC JUNCTION BOXELECTRIC PANELTRANSFORMERGROUND LIGHTGUY WIREELECTRIC HANDHOLEGAS METERGAS VALVEAIR CONDITIONING UNITTELEPHONE RISERTELEPHONE VAULTTELEPHONE MANHOLETRAFFIC SIGNAL MANHOLEFIBER OPTIC RISERFIBER OPTIC FAULTCABLE TV RISERSIGN 7DENOTES NUMBER OF PARKING STALLSPROPERTY CORNER - FOUND AS NOTEDPROPERTY CORNER- PLACED 3/4" IRON PIPEWITH YELLOW PLASTIC CAP ID # XXXXXOR AS NOTEDSECTION CORNER - FOUND AS NOTEDSITE CONTROL POINT - MONUMENT AS NOTEDDSCOHYDI
CVWWSOYADREEMEELECEJEPGMGVA/CTTELTTSFOF/OTVWWVREFERENCE NUMBER:3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:THE LANDING AT KETTLESTONE
WAUKEE, IOWABA150421DBB9-13-18 1ST SUBMITTAL11-2-18 2ND SUBMITTAL12-21-18 3RD SUBMITTAL2-4-19 4TH SUBMITTAL180168PRELIMINARY- NOT FOR CONSTRUCTIONSITE CONTROL AND BENCHMARKS:BASIS OF BEARING OBTAINED FROM GPS OBSERVATIONS DATUM = NAD 83, IOWA SOUTHBENCHMARK DATUM = CITY DATUM OR NAVD88, GEOID 12A)COVER1 OF 5SHEET INDEX:1 COVER2LAYOUT3 - 4GRADING PLAN5UTILITY PLANSTREET PAVEMENT DEPTHS:SE BOOTH DRIVE-8" PCC WITH CD BASKETSSE PARKVIEW CROSSING DRIVE- 8" PCC WITH CD BASKETSSE DRUMLIN DRIVE - 7" PCCSE PIEDMONT DRIVE - 7" PCCDEVELOPMENT SCHEDULE:GRADING- APRIL 2019UTILITY INSTALLATION-MAY 2019PAVING-SUMMER 2019HOME CONSTRUCTION-FALL 2019GENERAL NOTES:1.LOTS "A" THROUGH "T" ARE STREET LOTS TO BE DEDICATED TO THECITY OF WAUKEE.2.DETENTION FACILITY NORTH OF LOTS 95-107 WILL BE OWNED ANDMAINTAINED BY THE PROPERTY OWNER AND WHOSE GROUND ITENCUMBERS3.ALL EASEMENTS SHALL BE PUBLIC UNLESS OTHERWISE NOTED ASPRIVATE.4.CITY OF WAUKEE SHALL REIMBURSE THE DEVELOPER) FOR THE5-FEET OF EXTRA WIDTH TO THE 10 FOOT WIDE TRAIL ALONG SEPARKVIEW CROSSING DRIVE5.HOMEOWNERS ASSOCIATION IS RESPONSIBLE FOR MAINTENANCE OFTHE DETENTION FACILITIES LOCATED ON OUTLOT "Y" AND OUTLOT "Z"AND ASSOCIATED DETENTION EASEMENTS. HOMEOWNERSASSOCIATION IS RESPONSIBLE FOR THE MAINTENANCE OF THE RIPRAP AND AREAS SOUTH OF THE RIP-RAP ON LOTS 26 AND 27.
8247 SF6564634393847373646402351665253 SF11945 SF6371 SF6412 SF12152 SF7122 SF7232 SF13569 SF4755 SF7183 SF4874 SF4755 SF5992 SF6043 SF6065 SF47.59'10710610399105101429844434591899392879081976270686769323533343130597161605828272951485453575556504952947372747576777981161041104102100282762 SFLOT "A"15161217787980114.50'114.50'114.50'114.50'113.12'83.15
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'30.22'19.93
'50.10'60.27'50.00'50.00'43.07'48.31'102.67'4897 SF6118 SF5379 SF5434 SF4770 SF1.24'OUTLOT "Y"222120191824232513115 SF6945 SF7911 SF10795 SF5931 SF7298 SF6204 SF7497 SF10762 SFST36"ST36"CATV CATV CATV CATV CATV CATV CATV CATV CATVCATVCATV CATV CATV CATVU/EU/E U/E U/E U/E U/ETELETELETELETELETELETELETELETELETELETELETELETELETELESANST8"W 8"
W 8"SE PARKVIEW CROSSING DRLOT 59OWNER:EMERALD POINT CONDOSZONING: R-4LOT 35OWNER: CHARLESGOODALLZONING: R-2LOT 36OWNER: MARY DOLORESGOODALLZONING: R-2LOT 37OWNER:DONALD WENTEBARBARA WENTEZONING: R-2LOT 38OWNER:DANNY D FISCHERJUDY K FISCHERZONING: R-2LOT 39OWNER:MICHAEL P FALORANNETEE M FALORZONING: R-2LOT 40OWNER:MARK A KULKINJULIANNA RH KULKINZONING: R-2LOT 41OWNER:JOHN A WILSONDEANNA J WILSONZONING: R-2LOT 1OWNER:JASON SPOONERMICHELLE SPOONERZONING: R-2LOT 2OWNER: MUOI BURROWSZONING: R-2LOT 3OWNER:JONATHAN BLAKE VON GLANANGELA L SCHIPPERSZONING: R-2LOT 4OWNER:BRAD A HURSTSHELLEY B HURSTZONING: R-2LOT 5OWNER:DOUG GEENANCY GEEZONING: R-2LOT 6OWNER:OMER HADZICNUSRETA HADICZONING: R-2LOT 7OWNER:JERRY A SLAWSONCHANDA R SLAWSONZONING: R-2LOT 8OWNER:JAMES CONRATHCAROLYN CONRATHZONING: R-2LOT 9OWNER:HASIN REKICHANIFA REKICZONING: R-2LOT 10OWNER:TIMOTHY MURPHYJENNA L MURPHYZONING: R-2LOT 11OWNER:MEHMED OKANOVICBEJZADA OKANOVICZONING: R-2LOT 12OWNER:THOMAS M TYSDALJACLYN J TYSDALZONING: R-2LOT 13OWNER:BRAIN PLATHZONING: R-2LOT 14OWNER:BRADLEY CURTISKELLY CURTISZONING: R-2LOT 15OWNER:ADAN A SALCIDOTAMMY SALCIDOZONING: R-2LOT 13OWNER:BRANDON HAGENKELLY HINGTGENZONING: R-2LOT 12OWNER:DAN M SCHEETZZONING: R-2LOT 11OWNER:TERRY L GARRETTLINDA ANN GARRETTZONING: R-2LOT 10OWNER:EMMA C AKERLYZONING: R-2OWNER: LINDA M HAKEMANZONING: C-1OWNER: LEMAR KOETHESE PRAIRIE PARK LANESAN 8"SLOT 6OWNER:AMELIA JOANNE RIENSTRALUKE NATHAN REINSTRAZONING: R-2W8"EX CONCRETE FLUMEST36"ST15"DDXDXLOT 9ST8"31' B-B70' ROW29' B-B60' ROW31' B-B70' ROW10'5'10'5'5'10'5'5'5
'
1
0
'5'5'10' PUE10
'
PUE10' PUEEXISTING GARDENENCROACHING INTO PROPERTYSANITARYSEWEREASEMENT15' STORMSEWER ANDOVERLANDFLOWAGEEASEMENT
15'
STORM
SEWER
EASEMENTOVERLAND FLOWAGE EASEMENTOVERLANDFLOWAGEEASEMENTLOTS 67-7110' PUESTORM SEWER EASEMENT10'
PUE
10' PUE
16' SANITARYSEWER EASEMENTSTORM SEWEREASEMENTSANITARYSEWEREASEMENTSANITARYSEWEREASEMENT10' STORM SEWER ANDOVERLAND FLOWAGEEASEMENT LOTS 48-528" SANITARY SEWERREMOVE EXISTING TREESREMOVE EXISTING TREESTEMPORARY OFFSITE GRADINGEASEMENTSTORMSEWEREASEMENTOFFSITEGRADINGEASEMENTTEMPORARYTURNAROUNDEASEMENTOFFSITE GRADING EASEMENTREMOVE EXISTING TREES ONTHIS PLAT, PROTECT EXISTINGTREES ON ADJACENTPROPERTYSTORM WATER DETENTION ANDOVERLAND FLOWAGE EASEMENTSANITARY SEWEREASEMENTSTORM SEWEREASEMENTFLUME AND OVERLANDFLOWAGE EASEMENT25' BUILDING SETBACK5' PUESANITARY SEWEREASEMENT10' STORMSEWEREASEMENTEX
EX
EX10' PUE
25' BUILDING SETBACK25' BUILDING SETBACK25' BUILDING SETBACK25' BUILDING SETBACK25' BUILDING SETBACK25' BUILDING SETBACK25' BUILDING SETBACK25' BUILDING SETBACK25' BUILDING SETBACK25' BUILDING SETBACK25' BUILDING SETBACK25' BUILDING SETBACK25' BUILDING SETBACK25' BUILDING SETBACKPROTECT EXISTING TREES ONADJACENT PROPERTYDETENTION EASEMENTOVERLAND FLOWAGE EASEMENTR40'25' BUILDING SETBACK25' BUILDING SETBACK15' STORM SEWEREASEMENTSANITARYSEWEREASEMENTSANITARYSEWEREASEMENTSANITARYSEWEREASEMENT10'10' PUE60' ROW29' B-B31' B-B70' ROW5'
5'SANITARYSEWEREASEMENTSANITARYSEWEREASEMENT
29' B-B60' ROW10' PUE5'5' PUE10' PUE LOT 72-7710' PUE LOTS 53-6010'10' PUESAN. SWR.EASEMENTO.F.E.10' PUE
10' PUE10' PUEFLUME ANDOVERLANDFLOWAGEEASEMENT25' BUILDING SETBACK25' BUILDING SETBACK5'5'70' ROW31' B-B7.5'10' OVERLAND FLOWAGE EASEMENT10' PUE 10' STORMSEWEREASEMENT7' O.F.E.20' O.F.E.24.15'17.74'20.76'13.27
'
1
6
.
1
9
'22.15'11.33'14.69'26.44
'
33.82'32.58'56.4'12.83'13.9'85'85'20' STORMSEWEREASEMENT40' STORMSEWEREASEMENT20' SURFACE WATER FLOWAGE EASEMENT BOOK 2005 PAGE 16610' PUE BOOK 2002 PAGE 1579210' PUE BOOK 1999 PAGE 651220' SURFACE WATER FLOWAGE EASEMENTBOOK 2005 PAGE 16620' STORM SEWER AND S.W.F.E25' DRAINAGE EASEMENT BOOK 1999 PAGE 6512
30' OVERLAND FLOWAGE EASEMENT BOOK2011 PAGE 1241510' PUE BOOK 2005 PAGE 16630' PUBLIC STORM SEWER EASEMENTBOOK 2011 PAGE 1242015' SANITARY SEWER EASEMENT BOOK2005 PAGE 16910' PUE BOOK 1999 PAGE 6512
15' STORM SEWER EASEMENT BOOK 2005PAGE 16617.18'22.03'11.18'15.79'16.88'R40.5'M:\LAND PROJECTS 2018\180168\DWG\PP COVER.DWG2/27/2019 9:54:43 AM
REFERENCE NUMBER:3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:THE LANDING AT KETTLESTONE
WAUKEE, IOWABA150421DBB9-13-18 1ST SUBMITTAL11-2-18 2ND SUBMITTAL12-21-18 3RD SUBMITTAL2-4-19 4TH SUBMITTAL180168PRELIMINARY- NOT FOR CONSTRUCTION
GRAPHIC SCALE0502550100SCALE: 1" =50'SE BOOTH AVESE MESA DRSE DRUML
IN
DRSE PARKVIEW CROSSING DRLAYOUT2 OF 510' SNOW STORAGEEASEMENT LOTS19-2410' SNOW STORAGEEASEMENT LOTS 36-41TEMPORARY TURN AROUND25' STORM SEWER ANDOVERLAND FLOWAGEEASEMENTCBU LOCATION25' STORM SEWER AND OVERLANDFLOWAGE EASEMENT20' STORM SEWEREASEMENT30' STORM SEWER EASEMENTO.F.E.
65646343938473736464023516610710610399105101429844434591899392879081976270686769323533343130597161605828272951485453575556504952947372747576777981161041104102100282762 SFLOT "A"1516121778798014138826OUTLOT "Z"96958386858482OUTLOT "Y"2221201918242325TTTWSOSEX SAN MHRIM=1022.63INV(E)= 1009.28TTETTETTETTTEETWVWVETTGMCOWVST36"CATV CATV CATV CATV CATV CATV CATVCATVCATVCATV CATV CATV CATV CATVU/EU/E U/E U/E U/E U/E U/E TELETELETELETELETELETELETELETELETELETELETELETELETELESANST8"W 8"GRAINBINSE BOOTH AVESE PARKVIEW CROSSING DRPARK VIEW CROSSING PLAT FOURLOT 59LOT 35LOT 36LOT 37LOT 38LOT 39LOT 40LOT 41LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 7LOT 8LOT 9LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15LOT 13LOT 12LOT 11LOT 10SE ROSENKRANZ DRIVE
1025103010261027102810291031103210251030
1026
1
0
2
7
102810
2
9
103
1
10
3
2
1
0
3
2
1032
1
0
3
3
103
3
SAN 8"SEX SAN MHRIM = 1029.02INV(N) = 1014.78INV(S) = 1014.75INV(E) = 1014.93INV(W) = 1014.63(PER PLANS, VERIFY)LOT 6W8"1033103410331031103
2EX CONCRETE FLUMEEXISTING GRAIN BINS1
0
3
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2 10331034103
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1
+
0
0
1
2
+
0
0
13
+
0
0
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0
15+00
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DSDDDDDDDDSANW
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40.4'1032.441030.941029.571028.241031.901030.991029.861028.251027.015'5'1028.651027.291028.911024.30103210311028102810331030102910341030103110341033
1
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3
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3
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1032103310341
0
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3103310321033103210321033103310321031102910331030.001030.001033
2.1%2.2%2.0%2.1%2.0%
2.9%
2.2%
2.9%
2.6%
2.1%
4.9%
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2.9
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3.7%
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2.2%2.0%2.1%
3.7%
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3.9%
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2.1%2.1%11.0%
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2.4%
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2.0%
2.7%
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%
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2.6
%
2.4%2.7%3.1%
3.5%
2.8%
2.0%
2.2%3.6%2.3%2.1%3.4%
2.2%
2.3%2.1%2.0%2.0%
5.3%
3.5%3.5%3.
2%
1.0%
2.
1
%4.8%6.9%6.3%3.3%3.9%1033.601030.691031.52103310301
0
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3
1 2.0%4.2%2.2%2.0%2.2%2.2%1.7%1.4%1.8%GRAPHIC SCALE0603060120M:\LAND PROJECTS 2018\180168\DWG\PP GRADING.DWG2/27/2019 9:55:01 AM
UTILITY NOTES:1.ALL PROPOSED UTILTIES SHALL BE PUBLIC, UNLESS NOTED OTHERWISE.2.ALL WATER LINES SHALL HAVE A MINIMUM OF 5.5' OF COVER UNLESS NOTED OTHERWISE.3.FIRE HYDRANT ASSEMBLY SHALL INCLUDE THE TEE, BRANCH, VALVE AND HYDRANT.4.PIPE LENGTHS CALLED OUT ON PLANS INCLUDE FLARED END SECTION, WHERE APPLICABLE.5.STORM SEWER CALLED OUT AS RCP MUST BE CLASS III RCP.6.STORM SEWER CALLED OUT AS N-12 MAY BE EITHER N-12 OR CLASS III RCP.7.FOR RCP PIPE, ASSOCIATED F.E.S. MUST BE RCP. FOR N-12 PIPE, ASSOCIATED F.E.S. SHALL BE CMP.SE BOOTH AVESE MESA DRSE DRUMLIN DRSE PARKVIEW CROSSING DRREFERENCE NUMBER:3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:THE LANDING AT KETTLESTONE
WAUKEE, IOWABA150421DBB9-13-18 1ST SUBMITTAL11-2-18 2ND SUBMITTAL12-21-18 3RD SUBMITTAL2-4-19 4TH SUBMITTAL180168PRELIMINARY- NOT FOR CONSTRUCTION
GRADING PLAN3 OF 5100 YR WATER LEVEL=1027.56100 YR WATER LEVEL=1025.90100 YR WATER LEVEL=1027.84100 YR WATER LEVEL=1030.91100 YR WATER LEVEL=1030.93100 YR WATER LEVEL=1025.38WET POND NORMAL POOL=1022.806" SUBDRAINLOWER AND REPLACE SIDEWALK FOR FES OVERFLOW ROUTEADJUST UTILITIES AS NECESSARYLOWER SIDEWALK FOR OVERFLOW ROUTE3' FLUME5'5'5'22.4'23'25.4'100 YR WATER LEVEL=1029.07WET POND NORMAL POOL=1026.00100 YR WATER LEVEL=1027.91100 YR WATER LEVEL=1025.33100 YR WATER LEVEL=1025.18100 YR WATER LEVEL=1025.16100 YR WATER LEVEL=1025.16WEIR WALLOVERFLOW ELEVATION=1029.00CONTRACTOR TO VERIFY EXISTINGFIELD TILE LOCATION AND DEPTH. IF1022.30 OR HIGHER OUTLET INTOPROPOSED POND, WITH RISER PIPE ONDOWNSTREAM OF WEIR WALL TOCAPTURE LOW FLOWS. IF LOWER THAN1022.30 ROUTE A 12" FIELD TILEAROUND THE EDGE OF THE POND ANDCONNECT TO EXISTING LINES ANDCONSULT WITH CITY ENGINEER ANDBISHOP ENGINEERINGRUN 10" TILE LINE ACROSS ROAD TOCONNECT EXISTING 8" LINES
65646343938473736464023516610710610399105101429844434591899392879081976270686769323533343130597161605828272951485453575556504952947372747576777981161041104102100282762 SFLOT "A"1516121778798014138826OUTLOT "Z"96958386858482OUTLOT "Y"2221201918242325TTTWSOSEX SAN MHRIM=1022.63INV(E)= 1009.28TTETTETTETTTEETWVWVETTGMCOWVST36"20' SURFACE WATER FLOWAGE EASEMENTBOOK 2005 PAGE 16610' PUE BOOK 2002 PAGE 15792 10' PUE BOOK 2002 PAGE1579210' PUE BOOK 1999 PAGE 651220' SURFACE WATER FLOWAGE EASEMENTBOOK 2005 PAGE 16620' STORM SEWER AND S.W.F.E25' DRAINAGE EASEMENT BOOK1999 PAGE 6512CATV CATV CATV CATV CATV CATV CATVCATVCATVCATV CATV CATV CATV CATVU/EU/E U/E U/E U/E U/E U/E TELETELETELETELETELETELETELETELETELETELETELETELETELESANST8"W 8"GRAINBINSE BOOTH AVESE PARKVIEW CROSSING DRPARK VIEW CROSSING PLAT FOURLOT 59LOT 35LOT 36LOT 37LOT 38LOT 39LOT 40LOT 41LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 7LOT 8LOT 9LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15LOT 13LOT 12LOT 11LOT 10SE ROSENKRANZ DRIVE
1025103010261027102810291031103210251030
1026
1
0
2
7
102810
2
9
103
1
10
3
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1032
1
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3
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3
SAN 8"SEX SAN MHRIM = 1029.02INV(N) = 1014.78INV(S) = 1014.75INV(E) = 1014.93INV(W) = 1014.63(PER PLANS, VERIFY)LOT 6W8"50' STORM SEWER & SURFACE FLOWAGE EASEMENT BOOK 1999PAGE 651230' OVERLAND FLOWAGE EASEMENT BOOK2011 PAGE 1241510' PUE BOOK 2005 PAGE 16630' PUBLIC STORM SEWER EASEMENTBOOK 2011 PAGE 1242015' SANITARY SEWER EASEMENT BOOK 2005 PAGE 1691033103410331031103
2EX CONCRETE FLUMEEXISTING GRAIN BINS1
0
3
1
1
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2 10331034103
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0
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0
10' PUE BOOK 1999 PAGE 6512
15' STORM SEWER EASEMENTBOOK 2005 PAGE 166ST8"MPE=1031.00MPE=1031.00MPE=1031.00MPE=1032.00MPE=1033.00MPE=1034.00MPE=1028.00MPE=1028.00MPE=1028.00MPE=1028.00MPE=1028.00MPE=1028.00MPE=1028.00MPE=1028.00MPE=1028.00MPE=1028.00MPE=1028.00MPE=1028.00MPE=1028.00MPE=1031.70MPE=1031.70MPE=1031.70MPE=1031.70MPE=1031.70MPE=1031.70MPE=1031.70MPE=1031.70MPE=1031.70MPE=1031.70MPE=1031.70MPE=1030.50MPE=1030.00MPE=1030.00MPE=1030.00MPE=1031.50MPE=1031.50MPE=1031.50MPE=1031.00MPE=1031.00MPE=1031.00MPE=1032.00MPE=1032.00MPE=1032.00MPE=1032.00MPE=1031.00MPE=1032.00MPE=1031.00MPE=1031.00MPE=1032.00MPE=1032.50MPE=1034.00MPE=1034.50MPE=1034.50MPE=1033.00MPE=1032.00MPE=1032.00MPE=1033.00MPE=1034.00MPE=1034.50MPE=1034.00MPE=1032.50MPE=1032.00MPE=1031.50MPE=1031.50MPE=1027.50MPE=1029.00MPE=1027.50MPE=1027.50MPE=1027.50MPE=1027.75MPE=1028.00MPE=1028.50MPE=1029.00MPE=1030.00MPE10310.00MPE=1034.00MPE=1034.00MPE=1034.00MPE=1034.00MPE=1034.00MPE=1033.00MPE=1032.00MPE=1032.00MPE=1033.00MPE=1033.00MPE=1033.00MPE=1033.00MPE=1033.00MPE=1033.00MPE=1033.00MPE=1034.00MPE=1034.00MPE=1034.00MPE=1033.00MPE=1034.00MPE=1033.50MPE=1032.50MPE=1031.50MPE=1030.50MPE=1030.50MPE=1030.00MPE=1030.00MPE=1031.00MPE=1032.00MPE=1033.00MPE=1033.75MPE=1034.001030102910291
0
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M:\LAND PROJECTS 2018\180168\DWG\PP GRADING.DWG2/27/2019 9:55:05 AM
UTILITY NOTES:1.ALL PROPOSED UTILTIES SHALL BE PUBLIC, UNLESS NOTED OTHERWISE.2.ALL WATER LINES SHALL HAVE A MINIMUM OF 5.5' OF COVER UNLESS NOTED OTHERWISE.3.FIRE HYDRANT ASSEMBLY SHALL INCLUDE THE TEE, BRANCH, VALVE AND HYDRANT.4.PIPE LENGTHS CALLED OUT ON PLANS INCLUDE FLARED END SECTION, WHERE APPLICABLE.5.STORM SEWER CALLED OUT AS RCP MUST BE CLASS III RCP.6.STORM SEWER CALLED OUT AS N-12 MAY BE EITHER N-12 OR CLASS III RCP.7.FOR RCP PIPE, ASSOCIATED F.E.S. MUST BE RCP. FOR N-12 PIPE, ASSOCIATED F.E.S. SHALL BE CMP.SE BOOTH AVESE MESA DRSE DRUMLIN DRSE PARKVIEW CROSSING DRREFERENCE NUMBER:3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:THE LANDING AT KETTLESTONE
WAUKEE, IOWABA150421DBB9-13-18 1ST SUBMITTAL11-2-18 2ND SUBMITTAL12-21-18 3RD SUBMITTAL2-4-19 4TH SUBMITTAL180168PRELIMINARY- NOT FOR CONSTRUCTION
GRADING PLAN4 OF 56" SUBDRAINLOWER AND REPLACE SIDEWALK FOR FES OVERFLOW ROUTEADJUST UTILITIES AS NECESSARYLOWER SIDEWALK FOR OVERFLOW ROUTE3' FLUMEGRAPHIC SCALE0603060120
65646343938473736464023516610710610399105101429844434591899392879081976270686769323533343130597161605828272951485453575556504952947372747576777981161041104102100282762 SFLOT "A"1516121778798014138826OUTLOT "Z"96958386858482OUTLOT "Y"2221201918242325WSOEX INTAKET/C=1022.99FL=1018.15EX 36" RCP FESFL=1023.82WVWVEX 12" RCP FESFL=1021.77WVST36"ST36"CATV CATV CATV CATV CATV CATV CATV CATV CATVCATVCATV CATV CATVU/EU/E U/E U/E U/E U/ETELETELETELETELETELETELETELETELETELETELETELETELETELESANSANST8"W 8"
W8"SE PARKVIEW CROSSING DRLOT 59LOT 35LOT 36LOT 37LOT 38LOT 39LOT 40LOT 41LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 7LOT 8LOT 9LOT 10LOT 11LOT 12LOT 13LOT 14LOT 15LOT 13LOT 12LOT 11LOT 10SE PRAIRIE PARK LANESAN 8"SLOT 6W8"EX CONCRETE FLUMEST36"ST15"DEX STORM MHRIM=1027.71FL(E)=1021.57FL(S)=1021.51EX " FESFL=1021.66EX 36" FESFL=1023.22DEX STORM MHRIM=1029.56FL(W)=1023.29FL(S)=1023.26XDEX STORM MHLOT 9HYD ST8"DDHY DHYDHYDHYDHYD HY D HYD
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STORM 18" RCP STORM 18" RCP STORM 24" RCP
STORM 15" RCP STORM 18" RCP STORM 24" RCP STORM 18" RCP STORM 15" RCP STORM 15" RCP STORM 30" RCP STORM 24" RCP STORM 15" RCP STORM 15" RCP STORM 8" N-12 STORM 8" N-12 STORM 15" RCP STORM 8" N-12 STORM 8" N-12 STORM 8" SAN SWR 8" SAN SWR 8" SAN SWR 8" SAN SWR 8" SAN SWR 8" SAN SWR 8" SAN SWR 8" SAN SWR 8" SAN SWR 8" SAN SWR 8" SAN SWR 8" SAN SWR
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8" SAN SWR 8" SAN SWR 8" SAN SWR 8" SAN SWR 24" RCP STORM 24" RCP STORM 15" RCP STORM 24" RCP STORM 15" RCP STORM 18" RCP STORM 18" RCP STORM 18" RCP STORM 15" RCP STORM 18" RCP STORM 18" RCP STORM 24" RCP STORM 36" RCP STORM 15" RCP STORM 15" RCP STORM 24" RCP STORM
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30' OVERLAND FLOWAGE EASEMENT BOOK2011 PAGE 1241510' PUE BOOK 2005 PAGE 16630' PUBLIC STORM SEWER EASEMENTBOOK 2011 PAGE 1242015' SANITARY SEWER EASEMENT BOOK2005 PAGE 16910' PUE BOOK 1999 PAGE 6512
15' STORM SEWER EASEMENT BOOK 2005PAGE 166 8" N-12 STORMUTILITY NOTES:1.ALL PROPOSED UTILTIES SHALL BE PUBLIC, UNLESS NOTED OTHERWISE.2.ALL WATER LINES SHALL HAVE A MINIMUM OF 5.5' OF COVER UNLESS NOTED OTHERWISE.3.FIRE HYDRANT ASSEMBLY SHALL INCLUDE THE TEE, BRANCH, VALVE AND HYDRANT.4.PIPE LENGTHS CALLED OUT ON PLANS INCLUDE FLARED END SECTION, WHERE APPLICABLE.5.STORM SEWER CALLED OUT AS RCP MUST BE CLASS III RCP.6.STORM SEWER CALLED OUT AS N-12 MAY BE EITHER N-12 OR CLASS III RCP.7.FOR RCP PIPE, ASSOCIATED F.E.S. MUST BE RCP. FOR N-12 PIPE, ASSOCIATED F.E.S. SHALL BE CMP.GRAPHIC SCALE0502550100M:\LAND PROJECTS 2018\180168\DWG\PP UTILITY.DWG2/27/2019 9:55:15 AM
SE BOOTH AVESE MESA DRSE DRUMLIN DRSE PARKVIEW CROSSING DRREFERENCE NUMBER:3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:THE LANDING AT KETTLESTONE
WAUKEE, IOWABA150421DBB9-13-18 1ST SUBMITTAL11-2-18 2ND SUBMITTAL12-21-18 3RD SUBMITTAL2-4-19 4TH SUBMITTAL180168PRELIMINARY- NOT FOR CONSTRUCTION
UTILITY PLAN5 OF 5BLOWOFF HYDRANT3' CONCRETEFLUMEBLOWOFF HYDRANT45° BEND45° BEND22.5° BEND