HomeMy WebLinkAbout2020-06-01-J03 Shops at Kettlestone North Plat 2 - Site Plan
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: June 1, 2020
AGENDA ITEM: Consideration of approval of a resolution approving a site plan for The
Shops at Kettlestone North Plat 2
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: ARAC, LLC is requesting approval of a site plan to
construct a private drive within The Shops at Kettlestone North Plat 2.
The property is located at the northeast corner of Grand Prairie Parkway
and Ashworth Road. The proposed road will provide connectivity from
SE Esker Ridge Drive down to Ashworth Road.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning
Commission reviewed the request at their meeting on May 26, 2020,
and recommended approval:
Approval of a Site Plan for The Shops at Kettlestone North Plat 2 (3251 Ashworth Road)
Senior Planner, Melissa DeBoer, introduced the request for a site plan as submitted by the
applicant ARAC, LLC, in order to construct a private drive. The property is generally located east
of Grand Prairie Parkway and north of Ashworth Road, containing approximately 4.56 acres.
Mrs. DeBoer advised that the applicant wishes to extend the private street, currently shown on the
east side of the current projects, Hy-Vee Fast and Fresh, and Sleep Inn, to Ashworth Road to
create more connectivity for the development. In addition to the construction of the private road,
this project will also include private storm sewer improvements and a detention basin will be
provided on the south side of the site for storm water management. A 25 foot landscape buffer
easement will be provided along the east side of the private street.
At this time staff recommends approval of the site plan subject to remaining staff comments.
Commissioner Hoifeldt questioned if the buffer was always required. Director of
Development, Brad Deets, advised that it technically wouldn’t be required as the long
term future of the adjacent site is commercial, however, as there is an existing residential
home on the property, the buffer was required to reinforce the separation between
residential and commercial uses.
Commissioner Hoifeldt moved to approve the site plan for the Shops at Kettlestone North Plat 2
subject to any remaining staff comments. Commissioner Broderick seconded the motion. Ayes:
Ward, Broderick, Conley, Streit, Koshy, Inman, and Hoifeldt. Nays: None. Motion Carries.
STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan.
AGENDA ITEM: J3
RECOMMENDATION: Approve the resolution.
ATTACHMENTS: I. Resolution
II. Staff Report
III. Site Plan
PREPARED BY: Melissa DeBoer, Senior Planner
REVIEWED BY:
THE CITY OF WAUKEE, IOWA
RESOLUTION 2020-
APPROVING THE SITE PLAN FOR THE SHOPS AT KETTLESTONE NORTH PLAT 2
(3251 ASHWORTH ROAD)
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 The Shops at Kettlestone North Plat 2, subject to remaining staff comments on
May 26, 2020; AND,
WHEREAS, the Site Plan for The Shops at Kettlestone North 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 The Shops at Kettlestone North 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 1st day of June, 2020 that the Site Plan for The Shops at Kettlestone North Plat 2 is
approved.
____________________________
Courtney Clarke, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Anna Bergman
R. Charles Bottenberg
Chris Crone
Larry R. Lyon
Ben Sinclair
STAFF REPORT
PROJECT: The Shops at Kettlestone North Plat 2 –
Site Plan
PREPARED BY: Melissa DeBoer, AICP – Senior Planner
REPORT DATE: May 22, 2020
MEETING DATE: May 26, 2020
GENERAL INFORMATION
Owner/Applicant: ARAC, LLC
Project Manager: Chris Thompson, PE, Cooper Crawford & Associates
Request: The applicant is requesting approval of a site plan for
construction of a private drive.
Location and Size: Property is generally located east of Grand Prairie
Parkway and north of Ashworth Road and contains
approximately 4.56 acres.
Property Address: 3251 Ashworth Road
AREA MAP
ABOVE: Aerial of Property identifying the proposed project area (outlined in BLUE).
May 22, 2020
2 of 2
LAND USES AND ZONING:
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Vacant – Undeveloped Community Commercial K-RC (Kettlestone Retail
Community District)
North Hotel (Sleep Inn) –
Under Construction Community Commercial K-RC (Kettlestone Retail
Community District)
South Commercial Regional Commercial K-RR (Kettlestone Retail
Regional District)
East Single Family Residential Community Commercial A-1 (Agricultural District)
West Vacant – Undeveloped Community Commercial K-RC (Kettlestone Retail
Community District)
HISTORY
The City Council has approved site plans for both lots to the north of the proposed project area. Hy-Vee Fast
and Fresh is at the far north and Sleep Inn located just to the south of that. With the Sleep Inn and Hy -Vee
Fast and Fresh site plans, there will be a shared access road along the east sides of the sites. The subject
request for a site plan approval will extend the private street that ends at the south side of the Sleep Inn site
all the way to the south to Ashworth Road, providing more connectivity for this development.
PROJECT DESCRIPTION
The project involves the construction of a private road, located along the east side of The Shops at
Kettlestone North Plat 2. This road will continue the private road that will be located along the east sides of
the Hy-Vee Fast and Fresh and Sleep Inn sites. This will provide connectivity through the development from SE
Esker Ridge Drive down to Ashworth Road.
UTILITIES
In addition to the construction of the private road, this project will also include private storm sewer
improvements. A detention basin will be provided along the south side of the site for the management of
storm water.
LANDSCAPING & OPEN SPACE
A 25-foot landscape buffer will be provided along the east side of the private street to provide a buffer
between the commercial property and the existing single family residential to the east.
STAFF RECOMMENDATION
The site plan is in general conformance with the Site Plan Ordinance and Comprehensive Plan. Staff
recommends approval of the site plan subject to remaining staff comments.
18IN" TREE6IN" TREELANDSCAPEBEDASPHALTCONCRETECONCRETELANDSCAPE
BED TREELINEEXISTINGFENCETREELINETREELINE0+00 1+00 2+00 3+004+00 5+00 5+24
101130' SANITARY SEWEREASEMENT (PUBLIC)BK 2017 PG 325630' INGRESS / EGRESSEASEMENT (PUBLIC)BK 2017 PG 3256OWNER: Benjamin P & WandaL Holthaus3255 ASHWORTHWAUKEEOWNER:TobyFetters3257 ASHWORTHWAUKEEOWNER:HART FAMILY HOTELS - WAUKEE, LLC10-11TH STREET. SESPENCER IOWA 51301DOLMAG
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FND 58" I.R. W/CAP #13156 NECORNER OUTLOT'Z' THE SHOPS ATKETTLESTONENORTH PLAT 1FND 58" I.R. W/CAP #13156 NWCORNER OUTLOT'Z' THE SHOPS ATKETTLESTONENORTH PLAT 112OWNER:ARAC,c/o Kurt Brewer12605 Tanglewood DrUrbandale, IA 5032GRAND PRAIRIE PARKWAY
ASHWORTH ROADS00°16'50"W 247.78'N84°05'22"E 47.98'S00°16'00"W 259.62'S83°56'06"W 112.46'S83°48'30"W 200.94'N48°00'58"W 132.27'N00°19'46"E 449.62'S89°40'14"E 362.03'20' STORM SEWEREASEMENT (PRIVATE)175' R.O.W.120' B/B150' R.O.W.24' B/B30' TEMPORARYCONSTRUCTIONEASEMENT20' WATER MAINEASEMENTBK 2017 PG 3256(TO BE VACATED)20' STORM SEWEREASEMENT (PUBLIC)BK 2017 PG 325620' SANITARY SEWEREASEMENT (PUBLIC)BK 2017 PG 3256OUT
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'12STOP SIGN& STOP BARTYPE 'A' DRIVEWAY30' INGRESS / EGRESSEASEMENT(BK 2017 PG 3268)(TO BE VACATED)30' INGRESS / EGRESSEASEMENT(BK 2018 PG 3680)20' STORM SEWEREASEMENT(PRIVATE)20' STORM SEWEREASEMENTBK 2018 PG 367910' INGRESS / EGRESSEASEMENT20' WATER MAINEASEMENTEX. 15' P.U.E.BK. 2013 PG. 1038725' LANDSCAPEBUFFERREVISIONS:DATE:CCSHEETJOB NUMBER0SCALE:OOPER RAWFORDCIVIL ENGINEERSCC& ASSOCIATES, L.L.C.PHONE: (515) 224-1344 FAX: (515) 224-1345475 S. 50th STREET, SUITE 800, WEST DES MOINES, IOWA 50265APPROVED:INITIALED:AS-BUILT:IOWAONE-CALL800-292-8989TOLL-FREECALL- BEFORE- YOU- DIGDIMENSION PLAN22701 OF 41-02-20201"=40'2040THE SHOPS AT KETTLESTONE NORTH PLAT 2 SITE PLAN(X-X-2003)XXX(X-X-2003)NNWATER MAIN & SIZEPLAT BOUNDARYSANITARY SEWER & SIZELEGENDEXISTING/PROPOSEDPP/LPXX990GAS MAIN & SIZEPP/LPMANHOLEINTAKEHYDRANTUNDERGROUND ELECTRIC CABLESTORM SEWER & SIZEUNDERGROUND TELEPHONE CABLEUNDERGROUND CABLE TVPOWER POLE/LIGHT POLEUTILITY BOX/TELEPHONE RISERXXSILT FENCE ORTREESPROPOSED CONTOURSEXISTING CONTOURSUGEUGTCTV990STSANW8"8"8"G4APPROVED FILTRATION SOCKZONINGEXISTING: K-RC (KETTLESTONE RETAIL COMMUNITY)COMP. PLANEXISTING: K-RCPROPOSED: K-RCLAND USEEXISTING: VACANTPROPOSED: VACANTLEGAL DESCRIPTIONOUTLOT 'Z' THE SHOPS AT KETTLESTONE NORTH PLAT 2, CITY OF WAUKEE, DALLAS COUNTY,IOWA AND LOT 12 DOLMAGE ESTATES PLAT 1, CITY OF WAUKEE, DALLAS COUNTY, IOWA.SAID TRACT OF LAND CONTAINS 4.564 ACRES MORE OR LESS.SAID TRACT OF SUBJECT TO ALL EASEMENTS OF RECORD.SETBACKSFRONT - NO MIN. FOR PRINCIPLE USES.20' MIN. FOR ACCESSORY STRUCTURE.REAR - NO MIN. FOR PRINCIPLE USES.5' MIN. FOR ACCESSORY STRUCTURE.SIDE - NO MIN. FOR PRINCIPLE USES.5' MIN. FOR ACCESSORY STRUCTURE.*PRINCIPLE BUDILING SEPARATION IS 25'*FLOOD HAZARD INFORMATIONMAP #19049C0355EDATED; DECEMBER 4, 2007THIS AREA SHOWN ON FLOOD INSURANCE RATE MAP LABELED AS 'THIS ARE PROTECTED FROMTHE 1% ANNUAL CHANCE FLOOD BY LEVEE, DIKE OR OTHER STRUCTURE SUBJECT TO FAILUREDURING LARGER FLOODSARAC, LLC12605 TANGLEWOOD DRIVEURBANDALE, IA 50323100-YEAR FLOOD LIMITTHE SHOPS ATKETTLESTONENORTH PLAT 2SITE PLAN(OUTLOT 'Z')3251 ASHWORTH ROAD1. ONE WEEK PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY: A. CITY OF WAUKEE ENGINEERING DEPARTMENT2. ALL DIMENSIONS ARE TO BACK OF CURB, OUTSIDE OF BUILDING WALL, AND TO PROPERTY LINES.3. THE LOCATIONS AND DIMENSIONS SHOWN ON THE PLANS FOR EXISTING FACILITIES ARE IN ACCORDANCE WITH AVAILABLE INFORMATION WITHOUT UNCOVERING AND MEASURING. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF THIS INFORMATION OR THAT ALLEXISTING UNDERGROUND FACILITIES ARE SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL PUBLIC AND/OR PRIVATE UTILITIES SERVING THE AREA TO DETERMINE THE PRESENT EXTENT AND EXACT LOCATION OF THEIR FACILITIES BEFORE BEGINNING WORK.4. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK.THE CONTRACTOR SHALL NOTIFY THE PROPER UTILITY IMMEDIATELY UPON BREAKING OR DAMAGE TO ANY UTILITY LINE OR APPURTENANCE, OR THE INTERRUPTION OF THEIR SERVICE. HE SHALL NOTIFY THE PROPER UTILITY INVOLVED. IF EXISTING UTILITY LINES ARE ENCOUNTEREDTHAT CONFLICT IN LOCATION WITH NEW CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER SO THAT THE CONFLICT MAY BE RESOLVED.5. SIDEWALK AND DRIVE APPROACH INSTALLATIONS TO BE INSPECTED BY CITY OF WAUKEE ENGINEERING DEPARTMENT, MINIMUM 24 HOUR NOTICE.6. PROVIDE 2' CONCRETE BOXOUT AROUND ALL INTAKES AND MANHOLES WITHIN PAVED AREAS.7. ALL DEBRIS SPILLED ON CITY R.O.W. AND ADJOINING PROPERTY SHALL BE REMOVED BY OWNER/CONTRACTOR BY THE END OF THE WORK DAY AND PRIOR TO RAIN EVENT.8. VERIFY COORDINATES AND BUILDING CORNERS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION.9. ALL SITE WORK, SODDING AND LANDSCAPING SHALL BE IN ACCORDANCE WITH WAUKEE STANDARD SPECIFICATIONS.10. PAVING SHALL BE A MINIMUM OF 10-INCH P.C.C. IN PUBLIC RIGHT-OF-WAY AND 6-INCH P.C.C. IN PRIVATE DRIVES AND PARKING LOTS.11. EXISTING TREES WILL BE SAVED TO THE EXTENT POSSIBLE TO ACCOMMODATE GRADING, UTILITY AND STREET CONSTRUCTION.12. ALL LIGHTING MUST COMPLY WITH THE CITY OF WAUKEE LIGHTING REQUIREMENTS.13. ALL MECHANICAL UNITS WILL BE ROOFTOP UNITS AND MUST BE SCREENED FROM STREET LEVEL VIEW.14. ALL EXTERIOR PARKING LOT AND BUILDING MOUNTED LIGHT FIXTURES MUST BE LOW GLARE, "CUT OFF" FIXTURES.15. ANY PROPOSED CHANGES TO THE PLAN SET SHALL BE APPROVED IN WRITING BY THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT.16. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOT BEEN GRANTED APPROVAL IN WRITING BY THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT.17. PAVEMENT REPLACEMENT IN THE EVENT OF PUBLIC UTILITY MAINTENANCE WILL BE AT COST TO THE SITE OWNER.18. ALL WORK DONE SHALL BE IN CONFORMANCE WITH CURRENT EDITIONS OF THE WAUKEE SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND SUDAS.19. THERE SHALL BE ACCESS ROADS PROVIDED WITHIN 100 FEET OF THE BUILDING THAT CAN SUPPORT A FIRE APPARATUS. ACCESS MUST BE MAINTAINED IN ALL WEATHER CONDITIONS AND BE IN PLACE WHEN BUILDING GOES VERTICAL20. CONTRACTOR WILL BE RESPONSIBLE FOR LANE CLOSURE AND NECESSARY TRAFFIC CONTROL ON ASHWORTH WITH THE CONSTRUCTION OF THE DRIVEWAY.21. THIS PROJECT INCLUDES SAW CUTTING OR CONCRETE GRINDING. PROTECTION OF STORM SEWERS AND DRAINAGE WAYS WILL NEED TO BE PROVIDED FROM SLURRY FROM THE CONCRETE OPERATIONS TO DISCHARGE OFFSITE.GENERAL NOTESVICINITY SKETCHNNNO SCALENORTHTHISSITES.E. LA GRANT PARKWAY
SUGAR CREEK DRIVE
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OWNER/DEVELOPERUTILITY CONTACTSMIDAMERICAN ENERGYELECTRIC - 888-427-5632CITY OF WAUKEEGAS - 515-978-7920CENTURYLINK800-244-1111PUBLIC WORKSTIM ROYER515-978-7920BENCHMARKPAGES OR SHEETS COVERED BY THIS SEAL:CHRISTOPHER A. THOMPSON, P.E. IOWA LICENSE NO. 25323MY LICENSE RENEWAL DATE IS DECEMBER 31, 2020I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WASPREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF IOWA.1-32-07-20203-26-20205-21-2020
TRSW18IN" TREE6IN" TREELANDSCAPEBEDASPHALTCONCRETECONCRETEF.E.S.FL =1025.77F.E.S.FL =1024.86WOODPPLANDSCAPE
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101130' SANITARY SEWEREASEMENT (PUBLIC)BK 2017 PG 325630' INGRESS / EGRESSEASEMENT (PUBLIC)BK 2017 PG 3256OWNER: Benjamin P & WandaL Holthaus3255 ASHWORTHWAUKEEOWNER:TobyFetters3257 ASHWORTHWAUKEEOWNER:HART FAMILY HOTELS - WAUKEE, LLC10-11TH STREET. SESPENCER IOWA 51301DOLMAGE ESTATESPLAT 1OUTLOT 'Z'ASHWORTH NORTHP
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ZONE: RESIDENTIAL (R)ZONE: K-RCTRAFFICMANHOLETRAFFICMANHOLECROSSINGSIGNALULTIMATE DISCHARGETO FOX CREEK1030.001030.521031.131032.081034.141035.001029.451030.051030.661031.611033.611034.07OWNER:ARAC,c/o Kurt Brewer12605 Tanglewood DrUrbandale, IA 5032THE SHOPS ATKETTLESTONE NORTHPLAT 1
12OWNER:ARAC,c/o Kurt Brewer12605 Tanglewood DrUrbandale, IA 5032GRAND PRAIRIE PARKWAY
ASHWORTH ROAD100-YR BASINELEV. = 1028.751031.001031.001031.011031.141031.151031.081031.0020' STORM SEWEREASEMENT (PRIVATE)30' TEMPORARYCONSTRUCTIONEASEMENT15'X50'ROCK CONSTRUCTIONENTRANCETOP SOIL STOCKPILE AREASTAGING &WASTECONTAINMENTAREAG6"G6"G6"20' WATER MAINEASEMENTBK 2017 PG 3256(TO BE VACATED)20' STORM SEWEREASEMENT (PUBLIC)BK 2017 PG 325620' SANITARY SEWEREASEMENT (PUBLIC)BK 2017 PG 3256OUTLOT 'Z'121:52
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1:3SLOPES LESS THAN 2.0% SHALLBE CORRECTED AS PROPERTYDEVELOPS1:461:631:31:31:31034.851033.891029.201029.301029.221025.131026.791030.93CATASTROPHICOVERFLOW ROUTEELEV. = 1030.00100-YR SUMPELEV. = 1029.7630' INGRESS / EGRESSEASEMENT(BK 2017 PG 3268)(TO BE VACATED)30' INGRESS / EGRESSEASEMENT(BK 2018 PG 3680)20' STORM SEWEREASEMENT(PRIVATE)20' STORM SEWEREASEMENTBK 2018 PG 367910' INGRESS / EGRESSEASEMENT20' WATER MAINEASEMENTEX. 15' P.U.E.BK. 2013 PG. 103871029.501029.50100-YR BASINELEV. = 1026.23EMERGENCYOVERFLOW ROUTEELEV. = 1029.50CONCRETEWASHOUT25' LANDSCAPEBUFFERREVISIONS:DATE:CCSHEETJOB NUMBER0SCALE:OOPER RAWFORDCIVIL ENGINEERSCC& ASSOCIATES, L.L.C.PHONE: (515) 224-1344 FAX: (515) 224-1345475 S. 50th STREET, SUITE 800, WEST DES MOINES, IOWA 50265APPROVED:INITIALED:AS-BUILT:IOWAONE-CALL800-292-8989TOLL-FREECALL- BEFORE- YOU- DIG GRADING, EROSION, & SEDIMENT CONTROL PLAN22702 OF 41-02-20201"=40'2040THE SHOPS AT KETTLESTONE NORTH PLAT 2 SITE PLAN(X-X-2003)XXX(X-X-2003)NWATER MAIN & SIZEPLAT BOUNDARYSANITARY SEWER & SIZELEGENDEXISTING/PROPOSEDPP/LPXX990GAS MAIN & SIZEPP/LPMANHOLEINTAKEHYDRANTUNDERGROUND ELECTRIC CABLESTORM SEWER & SIZEUNDERGROUND TELEPHONE CABLEUNDERGROUND CABLE TVPOWER POLE/LIGHT POLEUTILITY BOX/TELEPHONE RISERXXSILT FENCE ORTREESPROPOSED CONTOURSEXISTING CONTOURSUGEUGTCTV990STSANW8"8"8"G4APPROVED FILTRATION SOCK1. THE SUBCONTRACTOR RESPONSIBLE FOR EROSION AND POLLUTIONCONTROL SHALL CARRY OUT THE MEASURES DETAILED ON THIS SITEPLAN.2. CONTROLS MUST BE IN GOOD OPERATING CONDITION UNTIL THECONSTRUCTION ACTIVITY IS COMPLETE AND FINAL STABILIZATION HASBEEN REACHED.3. THE SUBCONTRACTOR SHALL INSPECT THE SITE AT MINIMUM ONCEEVERY 7 DAYS. ALL DISTURBED AREAS OF THE SITE, AREAS OF MATERIALSTORAGE, LOCATIONS WHERE VEHICLES ENTER/EXIT THE SITE. ALL OFTHE EROSION AND SEDIMENT CONTROLS THAT ARE IDENTIFIED AS PARTOF THIS PLAN AND ACCESSIBLE DISCHARGE LOCATIONS MUST BEINSPECTED.4. THE SUBCONTRACTOR IS TO TAKE NECESSARY ACTIONS TO CORRECTDEFICIENCIES FOUND DURING INSPECTIONS AS SOON AS PRACTICAL BUTIN NO CASE LATER THAN 7 DAYS AFTER THE INSPECTION IN WHICH THEDEFICIENCY WAS FOUND.5. THE SUBCONTRACTOR SHALL KEEP LOG AND PREPARE WEEKLY REPORTSDETAILING THE INSPECTIONS AND MEASURES TAKEN TO CORRECT ANYAND ALL DEFICIENCIES FOUND IN THE EROSION AND POLLUTIONCONTROL MEASURES. THE REPORTS SHALL CONFORM TO THE STANDARDSSET BY THE IOWA DEPARTMENT OF NATURAL RESOURCES. COPIES OFTHESE REPORTS SHALL BE FORWARDED TO THE DEVELOPER AND TO COOPERCRAWFORD & ASSOCIATES, L.L.C.6. AFTER INITIAL GRADING PRIOR TO UTILITY CONSTRUCTION - ALLDISTURBED AREAS OUTSIDE OF THE PROPOSED R.O.W.'S ARE TO HAVETEMPORARY SEEDING AND MULCHING (TYPE 4 SEED MIXTURE PER SUDASTABLE 9010.09). CONTRACTOR AND SUBS ARE TO TRY TO MINIMIZEDISTURBANCE TO THESE SEEDED AREAS THROUGH THE USE OF SPECIFICACCESS ROUTES WITHIN THE SITE.7. DURING CONSTRUCTION, IF IT BECOMES EVIDENT THAT A DISTURBEDAREA WILL NOT BE DISTURBED FOR 14 DAYS, IT SHALL BE STABILIZEDIMMEDIATELY.8. SODDING TO BE DONE IMMEDIATELY AFTER FINAL GRADING.9. ANY FAILED AREAS OF SEEDING/MULCHING SHALL BE REAPPLIED.10. ANY SOIL OR SPILL WASHED, TRACKED OR DROPPED ONTO ADJOININGRIGHT-OF-WAYS AND PROPERTY WILL BE CLEANED UP BY THE END OF THEWORKING DAY AND PRIOR TO A RAIN EVENT.11. FILTER SOCKS ARE TO BE INSPECTED ONCE A WEEK AND AFTER EACHRAINSTORM, LOOK FOR UNDERCUTTING AND FAILURES IN FABRIC.REPLACE/REPAIR AS NECESSARY.12. ADDITIONAL FILTER SOCKS (TO THAT SHOWN ON THIS PLAN) MAY BEREQUIRED IN AREAS WHERE EROSION IS EVIDENT.13. FILTER SOCKS ARE TO BE CLEANED UP WHEN THEY HAVE LOST 50% OFTHEIR CAPACITY.14. ALL INTAKES SHALL HAVE FILTER SOCKS PRIOR TO PAVING AND INLETFILTERS AFTER PAVING. THESE FILTERS REMAIN IN PLACE UNTIL THESITE HAS A PERMANENT PERENNIAL GROUND COVER.15. ALL INTAKES SHALL BE COVERED DURING CONSTRUCTION TO PREVENTSEDIMENTATION DEPOSITS WITHIN THE STORM SEWER.16. IN THE EVENT THAT SEEDING/MULCHING DOES NOT OCCUR PRIOR TOWINTER, ALL DISTURBED AREAS WILL BE MULCHED.17. NO BORROW/SPOILS SITES ARE ANTICIPATED.18. EROSION CONTROL CONTACT (TO BE DETERMINED)1. ALL DIMENSIONS ARE TO BACK OF CURB, OUTSIDE OF BUILDING WALL, AND TO PROPERTY LINES.2. THE LOCATIONS AND DIMENSIONS SHOWN ON THE PLANS FOR EXISTING FACILITIES ARE INACCORDANCE WITH AVAILABLE INFORMATION WITHOUT UNCOVERING AND MEASURING. THE ENGINEERDOES NOT GUARANTEE THE ACCURACY OF THIS INFORMATION OR THAT ALL EXISTING UNDERGROUNDFACILITIES ARE SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL PUBLICAND/OR PRIVATE UTILITIES SERVING THE AREA TO DETERMINE THE PRESENT EXTENT AND EXACTLOCATION OF THEIR FACILITIES BEFORE BEGINNING WORK.3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIESOR STRUCTURES AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERSOF UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE CONTRACTOR SHALL NOTIFYTHE PROPER UTILITY IMMEDIATELY UPON BREAKING OR DAMAGE TO ANY UTILITY LINE OR APPURTENANCE,OR THE INTERRUPTION OF THEIR SERVICE. HE SHALL NOTIFY THE PROPER UTILITY INVOLVED. IFEXISTING UTILITY LINES ARE ENCOUNTERED THAT CONFLICT IN LOCATION WITH NEW CONSTRUCTION,THE CONTRACTOR SHALL NOTIFY THE ENGINEER SO THAT THE CONFLICT MAY BE RESOLVED.4. STRIP TOPSOIL FROM ALL AREAS WHICH ARE TO BE FILLED OR CUT.5. STOCKPILE SUFFICIENT TOPSOIL TO ALLOW FINISH GRADING WITH A FINISHED GRADE OF 8 INCHESOF SALVAGED OR AMENDED TOPSOIL.6. ALL AREAS TO RECEIVE FILL TO BE BENCHED.7. PREPARE BOTTOM OF BENCH FOR FILL BY DISCING TO A DEPTH OF 6-INCHES.8. ALL SITE GRADING FILL SHALL BE COMPACTED TO A DENSITY THAT IS NOT LESS THAN 95% STANDARDPROCTOR AND MEET ALL GEOTECHNICAL RECOMMENDATIONS.9. MAINTAIN ALL CUT AND FILL AREAS FOR SURFACE DRAINAGE AT ALL TIMES.10. FINAL GRADES WITHIN PAVED AREAS SHALL BE WITHIN 0.1' OF PLAN GRADE, ALL OTHER AREAS TO BEWITHIN 0.2' OF PLAN GRADE.11. A MINIMUM OF ONE FOOT OF COMPACTED COHESIVE SUBGRADE SHALL BE PROVIDED BENEATH ALLPAVEMENTS.12. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT EDITIONS OF WAUKEESPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND SUDAS.13. EXISTING TREES WILL BE SAVED TO THE EXTENT POSSIBLE TO ACCOMMODATE GRADING, UTILITY ANDSTREET CONSTRUCTION.14. ALL WORK WITHIN PUBLIC R.O.W., CONNECTION TO PUBLIC IMPROVEMENTS, AND ALL WORKASSOCIATED WITH PUBLIC IMPROVEMENTS SHALL COMPLY WITH THE CITY OF WAUKEE STANDARDSPECIFICATIONS.15. FOUNDATIONS SUPPORTING WOOD SHALL EXTEND AT LEAST 6" ABOVE ADJACENT GRADE AND THECLEARANCE BETWEEN ANY SIDING MATERIAL AND THE SOD SHALL BE A MINIMUM OF 6".16. THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THEBUILDING AT NO LESS THAN 1:12 FOR A DISTANCE OF 6'.17. THE SHOPS AT KETTLESTONE NORTH PLAT 2 OWNER'S ASSOCIATION SHALL BE RESPONSIBLE FOR THEMAINTENANCE OF ALL PRIVATE STORM SEWERS AND COMMON AREAS, INCLUDING THE DETENTION POND.18. ANY GRADING WITHIN PUBLIC R.O.W. WILL NEED TO CONFORM WITH THE CITY OF WAUKEE STANDARDSPECIFICATIONS.19. ALL SIDEWALK SLOPES GREATER THAN 1 UNIT VERTICAL IN 20 UNITS HORIZONTAL SHALL BEACCOMPANIED BY A HANDRAIL.20. CROSS SLOPE ON ALL SIDEWALKS NOT TO EXCEED 2.00%.21. ALL SPOTS ARE TO TOP OF SLAB UNLESS OTHERWISE NOTED.22. ON-SITE INSPECTION SHALL BE REQUESTED WITH THE BUILDING DIVISION PRIOR TO PLACE OF ANYCONCRETE RAMPS.GRADING NOTES100-YEAR FLOOD LIMITTHE SHOPS ATKETTLESTONENORTH PLAT 2SITE PLAN(OUTLOT 'Z')3251 ASHWORTH ROADEROSION & POLLUTIONCONTROL NOTES1,630 L.F.SILT FENCE OR APPROVED FILTER SOCK1EA.INLET DROP PROTECTION.122,412S.F.TEMPORARY STABILIZATIONGRADING QUANTITIESOVERFLOW ROUTE ARROW2-07-202025' B/BSLOPE TO INSIDE6-INCH CURBCONCRETE PAVEMENTPREPARED SUBGRADE IN 2-6"LIFTS TO 95% MIN. DENSITY6-INCH NON-REINFORCED@ -1% TO +4% OPTIMUM MOISTURE2.0%NO SCALE1'1'TYP. 25' B/B PRIVATE DRIVE CROSS SECTIONCLASS 'E' RIP RAP15 TONSFL =1025.76FILLCOMPACTEDCMP BEND90° 12-INCHOUT =1025.85TOP =1029.00PERFORATED RISERTOP OF BERM =1030.50 (6' WIDE MIN)29 L.F. 12-INCH CMP @ 0.30%TEMPORARY SEDIMENT BASIN OUTLET DETAILNO SCALE27 (1") HOLES - THREE ROWS OF 9SPACED EVENLY BETWEEN TOP OFRISER AND 1027.95' ELEVATION(WRAP RISER IN FILTER FABRIC)3-26-2020INSTALL 8-INCH ORIFICE5-21-2020
TTRSW18IN" TREE6IN" TREELANDSCAPEBEDTELEPHONERISERTRAFFICEMANHOLE(RIM= 1030.63)ADJUST TO 1031.01ASPHALTCONCRETECONCRETEF.E.S.FL =1025.77F.E.S.FL =1024.86SAN MHFL =1026.35EXISTING 6"SAN SERVWOODPPLANDSCAPE
BED TREELINEEXISTINGFENCETREELINETREELINE0+00 1+00 2+00 3+004+00 5+00 5+24
101130' SANITARY SEWEREASEMENT (PUBLIC)BK 2017 PG 325630' INGRESS / EGRESSEASEMENT (PUBLIC)BK 2017 PG 3256OWNER: Benjamin P & WandaL Holthaus3255 ASHWORTHWAUKEEOWNER:TobyFetters3257 ASHWORTHWAUKEEOWNER:HART FAMILY HOTELS - WAUKEE, LLC10-11TH STREET. SESPENCER IOWA 51301DOLMAGE ESTATESPLAT 1OUTLOT 'Z'ASHWORTH NORTHP
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ZONE: RESIDENTIAL (R)ZONE: K-RCTRAFFICMANHOLETRAFFICMANHOLECROSSINGSIGNALREMOVE EXISTINGCULVERT18" F.E.S. # 3 W/ FOOTING,APRON, & TIES; FL =1025.44FL= 1025.765 TON CLASS 'E' RIP-RAP(L=10'; W=3';D=2.1')12-INCH STAND PIPE(SEE DETAIL)OWNER:ARAC,c/o Kurt Brewer12605 Tanglewood DrUrbandale, IA 5032THE SHOPS ATKETTLESTONE NORTHPLAT 1
12OWNER:ARAC,c/o Kurt Brewer12605 Tanglewood DrUrbandale, IA 5032GRAND PRAIRIE PARKWAY
ASHWORTH ROAD18" F.E.S. # 4 W/ FOOTING,APRON, & TIES; FL =1025.0010 TONS CLASS 'E' RIP-RAP(L=10'; W=4.5';D=2.1')TYPE 'SW-501' INT#1W/ TYPE 'R' CASTINGGRATE = 1029.45OUT SE = 1026.2347 LF 15-INCHCLASS III RCP@ 0.50%15" F.E.S. # 2 W/ FOOTING,APRON, & TIESFL =1026.00(10 TON CLASS 'E' RIP-RAP)(L=10'; W=3.75';D=2.1')HYD. & 6-INCHREDUCER ONPROJECTED LOT LINERELOCATE EXISTINGHYD. 48' EAST20' STORM SEWEREASEMENT (PRIVATE)74 LF 18-INCHCLASS III RCP@ 0.60%EX. SAN MHRIM =1032.53FL E & NE =1018.91FL =996.1330' TEMPORARYCONSTRUCTIONEASEMENTR150.00'R150.00'R
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'R150.00'R150.00'BLOW OFFHYD.6" WATERSERVICE29 LF 12-INCHCMP @ 0.30%G6"G6"G6"20' WATER MAINEASEMENTBK 2017 PG 3256(TO BE VACATED)20' STORM SEWEREASEMENT (PUBLIC)BK 2017 PG 325620' SANITARY SEWEREASEMENT (PUBLIC)BK 2017 PG 3256OUTLOT 'Z'12CC#1CC#230' INGRESS / EGRESSEASEMENT(BK 2017 PG 3268)(TO BE VACATED)30' INGRESS / EGRESSEASEMENT(BK 2018 PG 3680)20' STORM SEWEREASEMENT(PRIVATE)20' STORM SEWEREASEMENTBK 2018 PG 367910' INGRESS / EGRESSEASEMENT20' WATER MAINEASEMENTEX. 15' P.U.E.BK. 2013 PG. 10387CC#3OVERFLOW PROTECTION15 TON CLASS 'E' RIP-RAP(L=15'; W=10';D=2.1')25' LANDSCAPEBUFFERREVISIONS:DATE:CCSHEETJOB NUMBER0SCALE:OOPER RAWFORDCIVIL ENGINEERSCC& ASSOCIATES, L.L.C.PHONE: (515) 224-1344 FAX: (515) 224-1345475 S. 50th STREET, SUITE 800, WEST DES MOINES, IOWA 50265APPROVED:INITIALED:AS-BUILT:IOWAONE-CALL800-292-8989TOLL-FREECALL- BEFORE- YOU- DIGUTILITY PLAN22703 OF 41-02-20201"=40'2040THE SHOPS AT KETTLESTONE NORTH PLAT 2 SITE PLAN(X-X-2003)XXX(X-X-2003)NWATER MAIN & SIZEPLAT BOUNDARYSANITARY SEWER & SIZELEGENDEXISTING/PROPOSEDPP/LPXX990GAS MAIN & SIZEPP/LPMANHOLEINTAKEHYDRANTUNDERGROUND ELECTRIC CABLESTORM SEWER & SIZEUNDERGROUND TELEPHONE CABLEUNDERGROUND CABLE TVPOWER POLE/LIGHT POLEUTILITY BOX/TELEPHONE RISERXXSILT FENCE ORTREESPROPOSED CONTOURSEXISTING CONTOURSUGEUGTCTV990STSANW8"8"8"G4APPROVED FILTRATION SOCK100-YEAR FLOOD LIMITTHE SHOPS ATKETTLESTONENORTH PLAT 2SITE PLAN(OUTLOT 'Z')3251 ASHWORTH ROADOVERFLOW ROUTE ARROWWATER QUANTITIES48 L.F.16-INCH WATER MAIN1 EA.HYDRANT & 6-INCH REDUCER2-07-2020CRITICAL CROSSINGSCC # 1BOTTOM OF STORM =1026.17'TOP OF MAIN = 1021.51'CC # 2BOTTOM OF STORM =1025.76'TOP OF MAIN = 1021.65'CC # 3TOP OF SANITARY = 998.03'BOTTOM OF STORM = 1025.81'MAINTAIN 1.5' VERTICAL CLEARANCEAT ALL CROSSINGSWATER MAIN TO BE ADJUSTEDIF FIELD CONDITIONS VARY3-26-20205-21-2020
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SPLAT 1OUTLOT 'Z'12ASHWORTH ROAD1-GT1-AR2-PM1-GB2-PM2-MP1-AC1-AC24-EA2-PG2-MP1-GT1-AR2-AC1-GB2-PG21-CA1-MP1-AC2-PG1-PM2-MP1-GT2-AC1-GB2-PG18-CA15-EAREVISIONS:DATE:CCSHEETJOB NUMBER0SCALE:OOPER RAWFORDCIVIL ENGINEERSCC& ASSOCIATES, L.L.C.PHONE: (515) 224-1344 FAX: (515) 224-1345475 S. 50th STREET, SUITE 800, WEST DES MOINES, IOWA 50265APPROVED:INITIALED:AS-BUILT:IOWAONE-CALL800-292-8989TOLL-FREECALL- BEFORE- YOU- DIGLANDSCAPE22704 OF 45-21-20201"=50'2550THE SHOPS AT KETTLESTONE NORTH PLAT 2 SITE PLANPLANTING SCHEDULELANDSCAPE BUFFER REQUIREMENTSLANDSCAPE BUFFERN