HomeMy WebLinkAbout2021-10-04-J12 Premiere Dance_Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: October 4, 2021
AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Premiere
Dance (870 NE Douglas Parkway)
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: Galloway Holdings, LLC, requests approval of a site plan
for a 13,000 square foot building for a dance studio. No trash enclosure is
proposed as the applicant has indicated they intend to keep trash internal to
the building.
The applicant has provided elevations for the proposed building on the site,
which meets the intent of the architectural guidelines within the Site Plan
Ordinance.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning
Commission reviewed this project at the September 14, 2021 Commission Meeting and
recommended approval subject to remaining staff comments:
Approval of a Site Plan for Premiere Dance (870 NE Douglas Parkway)
Senior Planner, Melissa DeBoer, introduced the request for approval of a site plan as submitted by
the applicant, Galloway Holdings, LLC, for a dance studio. The subject property is generally located
south of NE Douglas Parkway and west of NE Alice’s Road, containing approximately 1.92 acres.
Mrs. DeBoer advised that the project includes the construction of a single-story building for a
dance studio approximately 13,000 square feet in area. The area to the west of the proposed building is
identified for a future expansion that would require separate site plan approval. No trash enclosure is
proposed on the site as the applicant has indicated they intend to keep trash internal to the building.
Two accesses provide entry to the site off of NE Addison Drive and off of NE Douglas Parkway
through a shared access. All parking, landscaping, open space, and elevation requirements are met at
this time.
Staff would recommend approval of the site plan for Premiere Dance subject to remaining staff
comments.
Commissioner Hoifeldt questioned if there was street parking allowed on NE Addison Drive.
Mrs. DeBoer advised there is street parking allowed on one side of NE Addison Drive.
Commissioner Streit questioned of the expansion would increase the required parking spaces.
Mr. Kass advised that there would be some additional parking required. A representative of
the applicant, Max Eller of Bishop Engineering, advised that the future expansion space
included additional parking area as well.
J12
Commissioner Hoifeldt moved to approve the site plan for Premier Dance subject to any
remaining staff comments. Commissioner Broderick seconded the Motion. Ayes: Streit, Broderick,
Hoifeldt, Inman, Ward, and Conley. Nays: none. Motion Carried.
STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan subject to
remaining staff comments.
RECOMMENDATION: Approve the resolution subject to remaining staff comments.
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Site Plan & Elevations
PREPARED BY: Melissa DeBoer, Senior Planner
REVIEWED BY:
THE CITY OF WAUKEE, IOWA
RESOLUTION 2021-
APPROVING THE SITE PLAN FOR PREMIERE DANCE
(870 NE DOUGLAS PARKWAY)
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 Premiere Dance, subject to remaining staff comments on September 28, 2021;
AND,
WHEREAS, the Site Plan for Premiere Dance is in general conformance with §160 – Site and
Building Development Standards Ordinance of the Waukee Municipal Code; AND,
WHEREAS, the Site Plan for Premiere Dance 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 4th day of October, 2021 that the Site Plan for Premiere Dance is approved subject to
remaining staff comments.
____________________________
Courtney Clarke, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Anna Bergman Pierce
R. Charles Bottenberg
Chris Crone
Larry R. Lyon
Ben Sinclair
PLANNING AND ZONING COMMISSION STAFF REPORT
PROJECT: Premiere Dance – Site Plan PREPARED BY: Melissa DeBoer, AICP – Senior Planner
REPORT DATE: September 24, 2021
MEETING DATE: September 28, 2021
GENERAL INFORMATION
Owner/Applicant: Galloway Holdings, LLC
Owner’s Representative:
Max Eller, Bishop Engineering
Request: The applicant is requesting approval of a site plan for
a dance studio.
Location and Size: Property is generally located south of NE Douglas
Parkway and west of NE Alice’s Road, containing
approximately 1.92 acres.
Property Address: 870 NE Douglas Parkway
AREA MAP
ABOVE: Aerial of Property identifying the proposed plat (outlined in BLUE).
September 24, 2021
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Vacant –
Undeveloped Neighborhood
Commercial
C-1 (Community and Highway Service
Commercial District)
North City of Clive N/A N/A
South Single Family
Residential
Neighborhood
Residential
R-2 (One & Two Family Residential
District)
East Casey’s Gas Station Neighborhood
Residential
C-1 (Community and Highway Service
Commercial District)
West Single Family
Residential
Neighborhood
Residential
R-2 (One & Two Family Residential
District)
HISTORY
The subject property received site plan approval from the Planning and Zoning Commission for a daycare in
2017. The daycare never moved forward and the applicant came back in 2018 with a site plan proposal for a
carwash. The carwash was denied by both Planning and Zoning Commission and City Council. Now a different
applicant is requesting approval of a site plan for a dance studio.
PROJECT DESCRIPTION
The project includes the construction of a single-story building for a dance studio. The building is proposed to
be about 13,000 square feet in area. The site plan shows an area to the west of the proposed building for
future expansion. This would require separate site plan approval at the time the applicant is ready for the
expansion.
No trash enclosure is proposed on the site as the applicant has indicated they intend to keep trash internal to
the building.
ACCESS AND PARKING
There are two accesses into this site from the public streets. One is located on the west of NE Addison Drive
and a shared access is located on the north off of NE Douglas Parkway.
A total of 51 parking spaces are required for this site. The total amount of parking proposed is 59 spaces
including 3 accessible stalls. The proposed site plan meets the parking requirements. The site plan also calls
out areas at the south side of the site as future parking; this includes a possibility of 11 spaces if needed at
some point in the future.
SIDEWALKS/TRAILS
Five-foot wide sidewalks will be installed the east side of NE Addison Drive and the south side of NE Douglas
Parkway. Sidewalks are proposed interior to the site in order to provide pedestrian connections from the
parking lot to the proposed building and around the building.
September 24, 2021
3 of 3
UTILITIES
This site will be serviced with all public utilities. Water will be brought in from the main located along NE
Addison Drive. Sanitary sewer will be brought in from the main located along NE Douglas Parkway. Storm
water detention will be provided with a shared detention basin located directly south of this site.
LANDSCAPING & OPEN SPACE
A minimum of 20% of the project area is required to be open space. The total amount of open space
proposed is 39%. The landscape plan meets the requirements of the Landscape and Open Space Ordinance.
ELEVATIONS
The elevations of the building are proposed to be constructed mostly of masonry, fiber cement siding and
glass storefront system.
COMPREHENSIVE PLAN
The comprehensive plan classifies the subject property as Neighborhood Commercial. The Neighborhood
Commercial classification provides a variety of uses that would serve the surrounding neighborhoods and
provide day-to-day goods and services for residents.
STAFF RECOMMENDATION
The site plan is in general conformance with the Site Plan Ordinance and Comprehensive Plan. Staff
recommends approval of the site plan for Premiere Dance subject to remaining staff comments.
PREMIERE DANCESITE PLANIOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.OPEN SPACE REQUIREMENTS:TOTAL SQUARE FOOTAGE OF PROJECT AREA83,796 SFREQUIRED OPEN SPACE(20%)16,759 SFPROVIDED30,592 SFPARKING REQUIREMENTS:FULL BUILD-OUT:FITNESS CENTER/ HEALTH CLUB= 4 SPACES PER 1,000SF= 16,825 * (1/1000 ) * 4 = 68 SPACESPARKING PROVIDED= 70 SPACES (3 ADA)PHASE 1:= 12,651*(1/1000) * 4 = 51 SPACESPARKING PROVIDED= 59 SPACES (3 ADA)IMPERVIOUS SURFACE:EXISTING1,651 SFPROPOSED PH147,566 SFTOTAL IMPERV. PH149,217 SFTOTAL IMPERV. FULL BUILD53,204 SFVICINITY MAPSCALE: 1' = 1,000'COPYRIGHT 2021 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.LEGEND: 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 MANHOLEFIBER OPTIC RISERFIBER OPTIC VAULTCABLE TV RISERSIGNBOLLARD 7DENOTES NUMBER OF PARKING STALLSPROPERTY CORNER - FOUND AS NOTEDPROPERTY CORNER- PLACED AS NOTEDSECTION CORNER - FOUND AS NOTEDDSCOHYD
I
CVWWSOYADREEMEELECEJEPGMGVA/CTTELTTSFOF/OTVWWVCOVER SHEETC0.1SHEET INDEX:C0.1COVER SHEETC0.2SITE SURVEYC1.1DEMO PLANC2.1LAYOUT PLANC3.1GRADING PLANC4.1UTILITY PLANC5.1LANDSCAPE PLANC6.1DETAILS SHEETC7.1SWPPPUTILITY CONFLICT NOTES:1.UTILITY CONFLICTS MAY EXIST ACROSS THE SITE WITH NEW UTILITIES, GRADING, PAVING ETC.MOST UTILITY CONFLICTS HAVE BEEN CALLED OUT FOR CONTRACTOR CONVENIENCE.2.CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONFLICTS THAT ARE EITHER CALLED OUT ONTHE PLANS OR THAT CAN BE SEEN ON THE PLANS BETWEEN AN EXISTING UTILITY ANDPROPOSED CONSTRUCTIONWETLAND NOTES:1.BISHOP ENGINEERING DOES NOT PERFORM WETLAND STUDIES OR WETLAND MITIGATION. IT ISTHE OWNER'S RESPONSIBILITY TO DETERMINE IF ANY WETLANDS ARE LOCATED ON THEPROJECT SITE AND PERFORM ANY NECESSARY MITIGATION PRIOR TO THE COMMENCEMENT OFCONSTRUCTION ACTIVITIES.SURVEY NOTES:1.SURVEY WORK WAS COMPLETED BY BISHOP ENGINEERING ON 3-29-2021. SEE SITE SURVEYPROVIDED AS PART OF THIS SET OF PLANS FOR EXISTING SITE CONDITIONS AND BOUNDARYINFORMATION.GENERAL NOTES:1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH 2020 CITY OF WAUKEE AND 2021 SUDAS STANDARD SPECIFICATIONS AND ANY AND ALL CITY/COUNTY SUPPLEMENTALSPECIFICATIONS. THE CITY OF WAUKEE MUST BE NOTIFIED BY ALL CONTRACTORS 48 HOURS PRIOR TO COMMENCING WORK.2.IN EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES. ANY DAMAGE TO SAID UTILITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.4.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT O.S.H.A. CODES AND STANDARDS. NOTHING INDICATED ON THESE PLANS SHALL RELIEVE THECONTRACTOR FROM COMPLYING WITH THE APPROPRIATE SAFETY REGULATIONS.5.ALL NECESSARY CONSTRUCTION SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES REQUIRED DURING CONSTRUCTION WILL BE FURNISHED BY THECONTRACTOR. SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN CONFORMANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICESFOR STREETS AND HIGHWAYS."6.BISHOP ENGINEERING SHALL NOT BE LIABLE FOR ANY INJURIES THAT HAPPEN ON SITE. THIS SHALL INCLUDE BUT NOT BE LIMITED TO TRENCH COLLAPSES FROMVARYING SOIL CONDITIONS OR INJURIES CAUSED BY UNDERGROUND UTILITIES INCLUDING UTILITIES THAT ARE NOT SHOWN ON PLAN.7.THE CONTRACTOR IS LIABLE FOR ALL DAMAGES TO PUBLIC OR PRIVATE PROPERTY CAUSED BY THEIR ACTION OR INACTION IN PROVIDING FOR STORM WATER FLOWDURING CONSTRUCTION. DO NOT RESTRICT FLOWS IN EXISTING DRAINAGE CHANNELS, STORM SEWER, OR FACILITIES.8.THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SCHEDULE FOR PERFORMANCE OF WORK ITEMS. THIS SCHEDULE SHALL BE PROVIDED BY THE CONTRACTOR ATTHE PROJECT PRECONSTRUCTION CONFERENCE. NO WORK SHALL BEGIN UNTIL A SCHEDULE HAS BEEN SUBMITTED AND ACCEPTED. THE CONTRACTOR SHALL THENPERFORM WORK TO CONFORM TO THE ACCEPTED SCHEDULE.9.LABORATORY TESTS SHALL BE PERFORMED BY THE OWNER UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE SAMPLES OF MATERIAL REQUIRED FORLABORATORY TESTS AND TESTING IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS.10.SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR PAID FOR SEPARATELY.11.THE CONTRACTOR SHALL PROTECT ALL STRUCTURES NOT SHOWN AS REMOVALS ON THE PLANS.12.THE CONTRACTOR SHALL OBTAIN ANY AND ALL NECESSARY PERMITS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL WORK WITH OWNER OR OWNERSREPRESENTATIVE ON ALL REQUIRED STORM WATER DISCHARGE PERMITS FROM THE IOWA DEPARTMENT OF NATURAL RESOURCES AND THE CITY OF WAUKEE.13.GRADING AND EROSION CONTROL SHALL BE DONE IN ACCORDANCE WITH THE APPROVED GRADING PLAN, SWPPP, NPDES DOCUMENTS, AND IOWA DEPARTMENT OFNATURAL RESOURCES REQUIREMENTS.14.THE CONTRACTOR SHALL PICK UP ANY DEBRIS SPILLED ONTO THE ADJACENT RIGHT OF WAY OR ABUTTING PROPERTIES AS THE RESULT OF CONSTRUCTION, AT THEEND OF EACH WORK DAY AND PRIOR TO A RAIN EVENT.15.THE CONTRACTOR IS RESPONSIBLE FOR THE PROMPT REMOVAL OF ALL MUD THAT HAS BEEN TRACKED OR WASHED UNTO ADJACENT PROPERTY OR RIGHT OF WAYUNTIL SUCH TIME THAT PERMANENT VEGETATION HAS BEEN ESTABLISHED.16.DISPOSE OF ALL EXCESS MATERIALS AND TRASH IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS. PROVIDE WASTE AREAS OR DISPOSAL SITESFOR EXCESS MATERIALS NOT DESIRABLE FOR INCORPORATION INTO THE PROJECT.PAVING NOTES:1.THE PAVING/ GRADING CONTRACTOR SHALL BACKFILL THE PAVING SLAB AND FINE GRADE THE RIGHT OF WAY AS SOON AFTER THE PAVING AS POSSIBLE. ALL AREASSHALL BE SEEDED IN ACCORDANCE WITH CITY OF WAUKEE STANDARD SPECIFICATIONS AND THE CURRENT VERSION OF SUDAS.2.SUBGRADE PREPARATION AND PAVEMENTS WILL BE CONSTRUCTED FOLLOWING RECOMMENDATIONS IN THE SOILS REPORT. APPROVED SOILS ENGINEER MUST SIGNOFF ON SUBASE PRIOR TO ANY PAVEMENT BEING PLACED.3.SEE DETAILS FOR ALL PAVEMENT THICKNESS.4.ALL PEDESTRIAN WALKWAYS THAT UNLOAD INTO A VEHICLES TRAVELED PATH MUST HAVE A.D.A. DETECTABLE WARNING PLANEL(S) AS PER A.D.A. REGULATIONS. PANELTYPE & COLOR SHALL BE PER CITY STANDARD.5.ALL WALKS, PARKING LOTS, HANDICAP PARKING, RAMPS, ETC. SHALL COMPLY WITH ALL A.D.A. AND CITY CODES. HANDICAP PARKING SIGNAGE IS REQUIRED FOR ALLHANDICAP STALLS AND SHALL BE CONSIDERED INCIDENTAL. IN EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE A.D.A./CITY CODES THE A.D.A./CITY CODESSHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING A.D.A. CODES ARE MET.UTILITY NOTES:1.QUANTITY CALLOUTS ON PIPE LENGTHS ARE APPROXIMATE AND SHOULD BE USED FOR REFERENCE ONLY.2.THE CONTRACTOR SHALL PROVIDE AS-BUILTS OF ALL UTILITIES, INCLUDING DEPTH AND LOCATION OF ALL SERVICES.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND ALL COSTS ASSOCIATED WITH AS-BUILT TOPO OF DETENTION POND & DETENTION POND STORMSEWER. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING BISHOP ENGINEERING (DAVID BENTZ AT 515-276-0467) TO PERFORM SAID AS-BUILT SURVEY. IFDETENTION PONDS HAVE BEEN GRADED INCORRECTLY, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBSEQUENT AS-BUILT TOPO SURVEYS UNTIL ISSUES HAVEBEEN RECTIFIED.4.THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OF ANY AND ALL EXISTING AND PROPOSED UTILITIES TO PROPOSED GRADES. EXISTING UTILITIES SHALL BERAISED OR LOWERED IN ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS. ANY NECESSARY ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TOCONSTRUCTION.5.ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED, REROUTED, OR CONNECTED TO PUBLIC OR PRIVATE STORM SEWER TOREMAIN IN SERVICE.6.ALL PROPOSED RCP STORM SEWER PIPE JOINTS SHALL BE FABRIC WRAPPED AND THE LAST 3 PIPE SECTIONS ON THE APRON SHALL BE TIED WITH RF-14 TYPE IICONNECTORS. ALL APRONS SHALL HAVE A STANDARD FOOTING AND TRASH GUARD.7.ALL RIP RAP CALLED OUT ON PLANS SHALL BE UNDERLAIN WITH ENGINEERING FABRIC.8.SANITARY SEWER SERVICE CONNECTIONS SHALL BE PLACED AT A SLOPE OF NO LESS THAN 2%. SERVICES SHALL MAINTAIN 18" OF VERTICAL SEPARATION FROM THEWATERMAIN WITH 18" OF COMPACTED LOW PERMEABILITY SOIL BETWEEN THE UTILITIES WITHIN 10' OF THE CROSSING.9.MANDREL AND PRESSURE TESTS SHALL BE REQUIRED FOR ALL PROPOSED SANITARY LINES. TELEVISING OF THE SANITARY SEWER SYSTEM SHALL BE COMPLETEDPRIOR TO PAVING UNLESS OTHERWISE APPROVED BY JURISDICTION.10.WATERMAINS SHALL BE C-900. SIZE OF WATERMAIN AS SHOWN ON PLANS.11.THRUST BLOCKS SHALL BE INSTALLED AS REQUIRED AND SHALL BE CONSIDERED INCIDENTAL TO WATERMAIN CONSTRUCTION.12.PROPOSED WATERMAIN SHALL BE PRESSURE TESTED, BACTERIA TESTED AND CHLORINATED. THE FILLING OF THE WATER MAIN SHALL BE DONE BY THE CITY OFWAUKEE.13.TRACER WIRE SHALL BE ADDED TO ALL WATER MAIN, AND BROUGHT TO THE SURFACE AT EVERY HYDRANT.14.ALL HYDRANTS WILL IMMEDIATELY BE COVERED WITH A BLACK PLASTIC BAG (OR EQUIVALENT) ONCE THE HYDRANT IS INSTALLED. THE CITY OF WAUKEE WILL NOTIFYTHE CONTRACTOR WHEN THE BAGS CAN BE REMOVED.15.THE MINIMUM HYDRANT LEAD SHALL BE 3.5 FEET.16.ALL HYDRANTS SHALL HAVE 5" STORZ FITTINGS.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:PREMIERE DANCE
WAUKEE, IOWAMJE3-25-20218-31-2021 1ST CITY REV.9-14-2021 2ND CITY REV.210195PRELIMINARY- NOT FOR CONSTRUCTIONL:\LAND PROJECTS 2021\210195 - LANDING AT SHADOW CREEK PLAT 4 LOT 36 - GALLOWAY HOLDINGS\DWG\C0 COVER.DWG9/14/2021 4:38:09 PM UTILITY 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.ABBREVIATIONS:ACACRESASPHASPHALTBKBOOKCONCCONCRETEDDEEDED DISTANCEEXEXISTINGENCLENCLOSUREFFFINISHED FLOORFLFLOW LINEFRACFRACTIONALMMEASURED DISTANCEMHMANHOLEOPCORANGE PLASTIC CAPPPLATTED DISTANCEPGPAGEPOBPOINT OF BEGINNINGPOCPOINT OF COMMENCEMENTPRAPREVIOUSLY RECORDED ASPUEPUBLIC UTILITY EASEMENTROWRIGHT OF WAYRPCRED PLASTIC CAPSFSQUARE FEETSANSANITARYTYPTYPICALYPCYELLOW PLASTIC CAPNNORTHSSOUTHEEASTWWESTF/OC0.1 - C7.1UTILITY MAPS PROVIDED BY:1. ELECTRIC (MIDAMERICAN / 515-252-6972)2. STORM AND SANITARY (CITY OF WAUKEE / 515-978-7920)3. TELEPHONE (CENTURYLINK / 918-547-0147)4. WATER (CITY OF WAUKEE / 515-978-7920)5. GAS (CITY OF WAUKEE / 515-978-7920)PROPERTY DESCRIPTION:(WARRANTY DEED BOOK 2016, PAGE 24782)LOT 36 IN LANDING AT SHADOW CREEK PLAT 4, AN OFFICIALPLAT, NOW INCLUDED IN AND FORMING A PART OF THE CITYOF WAUKEE, DALLAS COUNTY, IOWA.ADDRESS:870 NE DOUGLAS PARKWAYWAUKEE, IOWAOWNER/PREPARED FOR:JON GALLOWAYGALLOWAY HOLDINGS, LLC6750 WESTOWN PKWY, SUITE 220WEST DES MOINES, IA 50266JON@GALLOWAYHOLDINGSIA.COM515-297-6200ZONING:INFORMATION OBTAINED FROM CITY OF WAUKEE ZONING MAPC-1 (COMMUNITY AND HIGHWAY SERVICE COMMERCIALDISTRICT)FOR AN OFFICIAL ZONING REPORT PLEASE CALL CITY OFWAUKEE AT 515-978-7900SITE CONTROL AND BENCHMARKS:BASIS OF BEARING OBTAINED FROM GPS OBSERVATIONSDATUM = NAD 83, IOWA SOUTHBENCHMARK DATUM = NAVD88, GEOID 18POINT #9000NORTHING = 593547.68EASTING = 1543344.69ELEVATION = 1007.73DESCRIPTION: SET 3/4" IRON PIPE W/ RPCPOINT #9001NORTHING = 593803.78EASTING = 1543474.94ELEVATION = 1005.17DESCRIPTION: SET MAG NAILON-SITE TBM 1:BURY BOLT ON HYDRANT LOCATED ALONG THE SOUTH ROWOF NE DOUGLAS PKWY; 181' +/- EAST OF NE ADDISON DRELEVATION=1006.16ON-SITE TBM 2:BURY BOLT ON HYDRANT LOCATED ON PARKING LOT ISLANDNEAR THE SE CORNER OF SITEELEVATION=1009.83ON-SITE TBM 3:BURY BOLT ON HYDRANT LOCATED ALONG THE EAST ROW OFNE ADDISON DR; 55' +/- NORTH OF THE SW CORNER OF SITEELEVATION=1009.04OFF-SITE TBM 4:BURY BOLT ON HYDRANT LOCATED AT THE SW CORNER OF NEDOUGLAS PKWY AND NE ADDISON DRELEVATION=1005.09SITEFIRE SAFETY CONSTRUCTION NOTE:1.APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED AS SOON ASCONSTRUCTION COMMENCES. IF PAVING IS NOT INSTALLED PRIOR TO BUILDINGCONSTRUCTION COMMENCING AFTER FOOTING INSTALLED, AN APPROVED ROUTE AROUNDTHE EXTERIOR OF THE BUILDING TO EXTEND WITHIN 100-FEET OF ALL PORTIONS OF THEEXTERIOR WALLS SHALL BE PROVIDED AND COMPLY WITH THE REQUIREMENTS OF SECTION503.2 OF THE IFC.PROJECT ENGINEER: MAX ELLER -MELLER@BISHOPENGR.COM - (515) 276-0467
CP #9000CP #9001HYDTBM 4: BURY BOLTELEV=1005.09WVHYD TBM 1: BURY BOLTELEV=1006.16WVTTELTWVWVHYDTBM 3: BURY BOLTELEV=1009.04DEX STORM MHRIM=1006.59FL(W)=998.09FL(E)=998.04EX 28" FESFL=998.66EX 24'' FESFL=999.07EX INTAKERIM=1003.95FL(E)=1000.50EX INTAKERIM=1004.03BOTTOM=1000.08HYDTBM 2: BURY BOLTELEV=1009.83WVTI
CVEMI
CVEX INTAKERIM=1004.04FL(S)=1000.29FL(W)=1000.09FL(E)=999.99DEX STORM MHRIM=1007.37FL(N)=1002.42SEX SAN MHRIM=1007.69INV(S)=991.69INV(N)=991.49COESEX SAN MHRIM=1003.82INV(S)=989.42INV(E)=989.42INV(W)=989.37WVDEX STORM MHRIM=1004.69FL(S)=1000.24FL(W)=999.89EX INTAKERIM=1004.00BOTTOM=999.80EX HICKENBOTTOMFL=999.53EX 40" FESFL=1001.02ST 8"ST 8"ST 8"ST 8"ST 8"ST12"ST12"ST12"ST36"ST36"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"W8"W8"W8"W8"W8"W8"W8"W8"WWWWWWWWWWWW W W
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25' INGRESS/EGRESSEASEMENTBK.2016, PG.19679ELECTRIC EASEMENTBK.2016, PG.1967910' PUEBK.2016, PG.19679W30' BUILDING SETBACK LINE30' BUILDING SETBACK LINE30' BUILDING SETBACK LINE
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100710081006100510031001100210041006NE ADDISON DR(PUBLIC STREET - CONCRETE SURFACE)NE DOUGLAS PKWY(PUBLIC STREET - CONCRETE SURFACE - R.O.W. VARIES)LOT 36LOT 35LOT 34OUTLOT "Z"CASEY'SGENERAL STORE15' SANITARY SEWER
EASEMENT & PUE
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4
"60' ROWEXCONCRETEDRIVEEXCONCRETEDRIVEEX CONCRETE WALK
EX CONCRETE WALK(S89°31'39"W 283.40')(S89°31'39"W 130.00')(S00°28'21"E 65.00')(S01°56'39"W)(S47°47'49"W 34.78')(N89°17'28"W 50.48')(S89°32'47"W 128.80')(N84°44'35"W 76.63')(S00°28'21"E 65.00')(S00°28'21"E 222.52')(S00°28'21"E 85.00')
(S00°28'21"E 289.60')EX LOCATION PERCITY OF WAUKEEUTILITY MAPEX LOCATION PERCITY OF WAUKEEUTILITY MAPEX LOCATION PERMIDAMERICAN MAPEX LOCATION PERCENTURYLINK MAPEX LOCATION PERCITY OF WAUKEEUTILITY MAPEX LOCATION PERCITY OF WAUKEEUTILITY MAPEX LOCATION PERCITY OF WAUKEEUTILITY MAPEX LOCATION PERMIDAMERICANMAPOWNER:CASEY'S MARKETING COMPANYZONE: C-1 (COMMUNITY ANDHIGHWAY SERVICECOMMERCIAL DISTRICT)OWNER:SHADOW CREEK II, LLCZONE: C-1 (COMMUNITY ANDHIGHWAY SERVICECOMMERCIAL DISTRICT)OWNER:LANDING AT SHADOWCREEK LLCZONE: R-2 (ONE ANDTWO FAMILYRESIDENTIAL DISTRICT)LOT 31OWNER:PALMER, HEATHER A &JORDAN S JTRSZONE: R-2 (ONE ANDTWO FAMILYRESIDENTIAL DISTRICT)EPGM1007.92SAN COEX TRASH ENCLOSUREREFERENCE 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:LOT 36 LANDING AT SHADOW CREEK PLAT 4
WAUKEE, IOWA
SITE SURVEYMDM210195C0.2LOT 36 OF LANDING AT SHADOW CREEK PLAT 4SITE SURVEYVICINITY MAPSCALE: 1' = 500'L:\LAND PROJECTS 2021\210195 - LANDING AT SHADOW CREEK PLAT 4 LOT 36 - GALLOWAY HOLDINGS\DWG\C0 SITE SURVEY.DWG9/14/2021 4:38:18 PM IOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.PROPERTY DESCRIPTION:(WARRANTY DEED BOOK 2016, PAGE 24782)LOT 36 IN LANDING AT SHADOW CREEK PLAT 4, AN OFFICIALPLAT, NOW INCLUDED IN AND FORMING A PART OF THE CITYOF WAUKEE, DALLAS COUNTY, IOWA.ADDRESS:NO ADDRESS AT TIME OF SURVEY.OWNER:SHADOW CREEK II, LLCPO BOX 7502URBANDALE, IOWA 50323PREPARED FOR:JON GALLOWAYIA HOLDINGSZONING:INFORMATION OBTAINED FROM CITY OF WAUKEE ZONING MAPC-1 (COMMUNITY AND HIGHWAY SERVICE COMMERCIALDISTRICT)FOR AN OFFICIAL ZONING REPORT PLEASE CALL CITY OFWAUKEE AT 515-978-7900SITE CONTROL AND BENCHMARKS:BASIS OF BEARING OBTAINED FROM GPS OBSERVATIONSDATUM = NAD 83, IOWA SOUTHBENCHMARK DATUM = NAVD88, GEOID 18POINT #9000NORTHING = 593547.68EASTING = 1543344.69ELEVATION = 1007.73DESCRIPTION: SET 3/4" IRON PIPE W/ RPCPOINT #9001NORTHING = 593803.78EASTING = 1543474.94ELEVATION = 1005.17DESCRIPTION: SET MAG NAILON-SITE TBM 1:BURY BOLT ON HYDRANT LOCATED ALONG THE SOUTH ROWOF NE DOUGLAS PKWY; 181' +/- EAST OF NE ADDISON DRELEVATION=1006.16ON-SITE TBM 2:BURY BOLT ON HYDRANT LOCATED ON PARKING LOT ISLANDNEAR THE SE CORNER OF SITEELEVATION=1009.83ON-SITE TBM 3:BURY BOLT ON HYDRANT LOCATED ALONG THE EAST ROW OFNE ADDISON DR; 55' +/- NORTH OF THE SW CORNER OF SITEELEVATION=1009.04OFF-SITE TBM 4:BURY BOLT ON HYDRANT LOCATED AT THE SW CORNER OF NEDOUGLAS PKWY AND NE ADDISON DRELEVATION=1005.09UTILITY 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.FIELD WORK COMPLETED ON: 3-29-2021COPYRIGHT 2021 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 MANHOLEFIBER OPTIC RISERFIBER OPTIC FAULTCABLE TV RISERSIGNBOLLARDS 7DENOTES NUMBER OF PARKING STALLSPROPERTY CORNER - FOUND AS NOTEDPROPERTY CORNER- PLACED 3/4" IRON PIPEWITH YELLOW PLASTIC CAP ID # 14775OR AS NOTEDSECTION CORNER - FOUND AS NOTEDSITE CONTROL POINT - MONUMENT AS NOTEDDSCOHYD
I
CVWWSOYADREEMEELECEJEPGMGVA/CTTELTTSFOF/OTVWWVNOTES:1. ADJACENT PROPERTY OWNER INFORMATION OBTAINEDFROM DALLAS COUNTY ASSESSORS WEB PAGE2. PARENTHESIS ( ) DENOTES PREVIOUSLY RECORDED BEARINGS AND DISTANCESC0.1UTILITY MAPS PROVIDED BY:1. ELECTRIC (MIDAMERICAN / 515-252-6972)2. STORM AND SANITARY (CITY OF WAUKEE / 515-987-4363)3. TELEPHONE (CENTURYLINK / 918-547-0147)4. WATER (CITY OF WAUKEE / 515-987-4363)5. GAS (CITY OF WAUKEE / 515-987-4363)GRAPHIC SCALE030153060SCALE: 1" =30'F/OSITE
CP #9000HYDTBM 4: BURY BOLTELEV=1005.09WVHYDTBM 1: BURY BOLTELEV=1006.16WVTTELTWVWVHYDTBM 3: BURY BOLTELEV=1009.04DEX STORM MHRIM=1006.59FL(W)=998.09FL(E)=998.04EX 28" FESFL=998.66EX 24'' FESFL=999.07EX INTAKERIM=1003.95FL(E)=1000.50EX INTAKERIM=1004.03BOTTOM=1000.08HYDTBM 2: BURY BOLTELEV=1009.83WVTI
CVEMI
CVEX INTAKERIM=1004.04FL(S)=1000.29FL(W)=1000.09FL(E)=999.99DEX STORM MHRIM=1007.37FL(N)=1002.42SEX SAN MHRIM=1007.69INV(S)=991.69INV(N)=991.49COSINV(S)=989.42INV(E)=989.42INV(W)=989.37WVDEX STORM MHRIM=1004.69FL(S)=1000.24FL(W)=999.89EX INTAKERIM=1004.00BOTTOM=999.80EX HICKENBOTTOMFL=999.53EX 40" FESFL=1001.02ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST12"STST12"ST12"ST12"ST36"ST36"ST36"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"WWWWWWWWWWWWWWWWW W W W
WHY
DG G G G G GGGGGGGGGGGGGGGGSAN SANSANSANSAN
G G G G G G G G G G G G
U/EU/EU/EU/EU/EU/EU/E
U/E
U/E U/E U/E U/E
U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/E U/E U/EU/E U/E U/E U/E U/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E TELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELESTSTSTSTSTST30' LANDSCAPE BUFFER
EASEMENT
BK.2016, PG.19679
25' INGRESS/EGRESSEASEMENTBK.2016, PG.19679ELECTRIC EASEMENTBK.2016, PG.1967910' PUEBK.2016, PG.19679W30' BUILDING SETBACK LINE30' BUILDING SETBACK LINE30' BUILDING SETBACK LINE
30' BUILDING SETBACK LINE 1004100310
0
31004100510061005100710071009100710081007
1006
1005100410101008 100910101008100610091
0
1
2
1
0
0
9
10081005100310011001
1003
1005
100710081006100510031001100210041006NE ADDISON DR(PUBLIC STREET - CONCRETE SURFACE)NE DOUGLAS PKWY(PUBLIC STREET - CONCRETE SURFACE - R.O.W. VARIES)LOT 36LOT 35LOT 34OUTLOT "Z"CASEY'SGENERAL STORE15' SANITARY SEWER
EASEMENT & PUE
BK.2016, PG.19679
15' PUE
BK.2016, PG.19679
25' LANDSCAPE
BUFFER EASEMENT
BK. 2016, PG. 1967930' LANDSCAPEBUFFER EASEMENTBK. 2016, PG. 19679ST36"ST
2
4
"ST
2
4
"EXCONCRETEDRIVEEXCONCRETEDRIVEEX CONCRETE WALK
EX CONCRETE WALKEX LOCATION PERCITY OF WAUKEEUTILITY MAPEX LOCATION PERCITY OF WAUKEEUTILITY MAPEX LOCATION PERMIDAMERICAN MAPEX LOCATION PERCENTURYLINK MAPEX LOCATION PERCITY OF WAUKEEUTILITY MAPEX LOCATION PERCITY OF WAUKEEUTILITY MAPEX LOCATION PERCITY OF WAUKEEUTILITY MAPEX LOCATION PERMIDAMERICANMAPEPGM1007.92SAN COEX TRASH ENCLOSUREPROTECT EX FLUMEPROTECT EX STORMSTRUCTUREPROTECT EX FESSAWCUT & REMOVECONC TO FULL DEPTHSAWCUT/ GRIND CURBTO BE IN COMPLIANCE FORA SUDAS TYPE A APPROACH (W/ RADII)56' ±PROTECT EX CONCFOR NEW DRIVE CONNECTOINPROTECT EX STORMSTRUCTUREPROTECT EX STORMSTRUCTUREPROTECT EX TRANSFORMERPROTECT EX HYDRANTPROTECT EX HYDRANTDEMO NOTES:1.SAWCUT & REMOVE ALL PAVEMENT TO FULL DEPTH OF SLAB.2.PROTECT ALL TREES NOT CALLED OUT FOR REMOVAL WITHORANGE CONSTRUCTION FENCE AT THE DRIP LINE.3.PAVEMENT STRIPING CALLED OUT FOR REMOVAL SHALL BESANDBLASTED. NO GRINDING WILL BE ALLOWED.DEMO PLANC1.1REFERENCE 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:PREMIERE DANCE
WAUKEE, IOWAMJE3-25-20218-31-2021 1ST CITY REV.9-14-2021 2ND CITY REV.210195PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE020102040L:\LAND PROJECTS 2021\210195 - LANDING AT SHADOW CREEK PLAT 4 LOT 36 - GALLOWAY HOLDINGS\DWG\C1 DEMO.DWG9/14/2021 4:38:30 PM
910PCC TURNDOWN WALK6" C4 MIX PAVEMENTPROPOSED BUILDING12,651 SFFFE = 1008.355'31.64'31.61'14248'17'26'38'47.35'9'24.03'R5'R5'R5'R15'R10'R
5
'R10
'R5'R15'R
1
5
'R15'R15'R15'R1
5
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R15'R15'R35'36.08' ± (MATCH EX WIDTH)24'17'R
1
0
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3
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R
3
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T
S
T
S
T
S
T
S
T
ST STSTSTSTSTSTSTSTSTST ST
DSTSTST6' FLUME52.0'
10.0'5.0'38.0'56.0'16.0'9.0'101.0'27.0'7.0'9.0'7.0'26.0'104.0'7.5'10.0'50.5'59.0'12'10'6'HYDWFUTURE PARKINGFUTURE PARKINGFUTURE BLDG LINEFUTURE BLDG LINE31.82'77.3'78.88'PROP.INGRESS/EGRESSEASEMENTPROP.INGRESS/EGRESSEASEMENTTYPE A SUDAS APPROACH(W/ RADII)6" C4 MIX PAVEMENT6" C4 MIX PAVEMENTCOCP #9000HYD
WVHYDWVTTELTWVWVHYDDHYDWVTI
CVEMI
CVDSCOSWVDST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST12"STST12"ST12"ST12"ST36"ST36"ST36"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"WWWWWWWWWWWWWWWWWW W W W
WHY
D
G G G G G GGGGGGGGGGGGGGGGGSAN SANSANSANSAN
G G G G G G G G G G G G
U/EU/EU/EU/EU/EU/EU/E
U/E
U/E U/E U/E U/E
U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/E U/E U/EU/E U/E U/E U/E U/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E TELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELESTSTSTSTSTSTST30' LANDSCAPE BUFFER
EASEMENT
BK.2016, PG.19679
25' INGRESS/EGRESSEASEMENTBK.2016, PG.19679ELECTRIC EASEMENTBK.2016, PG.1967910' PUEBK.2016, PG.19679W30' BUILDING SETBACK LINE30' BUILDING SETBACK LINE30' BUILDING SETBACK LINE
30' BUILDING SETBACK LINE
NE ADDISON DR(PUBLIC STREET - CONCRETE SURFACE)NE DOUGLAS PKWY(PUBLIC STREET - CONCRETE SURFACE - R.O.W. VARIES)LOT 36LOT 35LOT 34OUTLOT "Z"CASEY'SGENERAL STORE15' SANITARY SEWER
EASEMENT & PUE
BK.2016, PG.19679
15' PUE
BK.2016, PG.19679
25' LANDSCAPE
BUFFER EASEMENT
BK. 2016, PG. 1967930' LANDSCAPEBUFFER EASEMENTBK. 2016, PG. 19679ST36"ST
2
4
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2
4
"60' ROWEXCONCRETEDRIVEEXCONCRETEDRIVEEX CONCRETE WALK
EX CONCRETE WALK(S89°31'39"W 283.40')(S01°56'39"W)(S47°47'49"W 34.78')(N89°17'28"W 50.48')(S89°32'47"W 128.80')(N84°44'35"W 76.63')(S00°28'21"E 222.52')(S00°28'21"E 85.00')
(S00°28'21"E 289.60')OWNER:CASEY'S MARKETING COMPANYZONE: C-1 (COMMUNITY ANDHIGHWAY SERVICECOMMERCIAL DISTRICT)OWNER:SHADOW CREEK II, LLCZONE: C-1 (COMMUNITY ANDHIGHWAY SERVICECOMMERCIAL DISTRICT)OWNER:LANDING AT SHADOWCREEK LLCZONE: R-2 (ONE ANDTWO FAMILYRESIDENTIAL DISTRICT)EPGM1007.92SAN COEX TRASH ENCLOSUREGENERAL NOTES:1.TRASH BINS ARE NOT TO BE PLACED OUTSIDEWITHOUT CITY APPROVAL.2.DRIVE APPROACH TO NE ADDISON DRIVE TO BE 7"THICK PER SUDAS TYPE "A" CONNECTIONLAYOUT PLANC2.1REFERENCE 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:PREMIERE DANCE
WAUKEE, IOWAMJE3-25-20218-31-2021 1ST CITY REV.9-14-2021 2ND CITY REV.210195PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE020102040L:\LAND PROJECTS 2021\210195 - LANDING AT SHADOW CREEK PLAT 4 LOT 36 - GALLOWAY HOLDINGS\DWG\C2 LAYOUT.DWG9/14/2021 4:38:46 PM
PROPOSED BUILDING12,651 SFFFE = 1008.35THIS DETENTION BASIN IS TO BE MAINTAINED AS IT ISREGIONALLY DETAINING OUR DEVELOPMENT(BASIN TO BE MAINTAINED PRIVATELY)100-YR = 1005.52S
T
S
T
S
T
S
T
S
T
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DSTSTSTM A T C H E X I S T I N G
M A T C H E X I S T I N G1009
1008
1007
100610071008100710071008100710061006100710071006100810091007100610051006100710061005.371004.901005.291006.861007.681004.36 ± EX1005.101006100710091008
10071006100810060.4%
0.4%1.6%1.5%2.0%2.0%2.0%2.0%2.0%2.0%2.0%
52.0'
10.0'5.0'38.0'56.0'16.0'9.0'101.0'27.0'7.0'9.0'7.0'26.0'104.0'7.5'10.0'50.5'59.0'2.0%
2.0%HYD WWWW1007.75 ± EXPROP.INGRESS/EGRESSEASEMENTPROP.INGRESS/EGRESSEASEMENTOVERFLOW ROUTEOVERFLOW ROUTEOVERFLOW ROUTE1006.701007.47T/C1006.97G1007.56T/C1007.06G1007.75T/C1007.25G1007.74T/C1007.24G1007.79T/C1007.29G1007.62T/C1007.12G1007.55T/C1007.05G1007.68T/C1007.18G1007.66T/C1007.16G1007.32T/C1006.82G1007.27T/C1006.77G1007.26T/C1006.76G1007.28T/C1006.78G1007.62T/C1007.12G1007.94T/C1007.44G1007.92T/C1007.42G1007.77T/C1007.27G1007.77T/C1007.27G1007.97T/C1007.47G1008.01T/C1007.51G1008.10T/C1007.60G1008.07T/C1007.57G1007.551008.14T/C1007.64G1007.77T/C1007.27G1007.011007.451008.13T/C1007.63G1007.631007.361007.97T/C1007.47G1008.24T/C1007.74G1008.221008.211008.351008.351008.291008.251008.251008.13T/C1007.63G1008.06T/C1007.56G1008.121008.291007.891008.01T/C1007.51G1007.95T/C1007.45G1007.95T/C1007.45G1008.01T/C1007.51G1007.67T/C1007.17G1007.79T/C1007.29G1007.18T/C1006.68G1006.84T/C1006.34G1007.15T/C1006.65G1007.68T/C1007.18G1006.641007.401007.261008.00T/C1007.50G1008.00T/C1007.50G1008.10T/C1007.60G1007.89T/C1007.39G1007.77T/C1007.27G1007.45T/C1006.95G ± EX1007.451007.471007.12 ± EX1007.23 ± EX1007.69T/C1007.19G ± EX1007.88T/C1007.38G1007.98T/C1007.48G1007.89T/C1007.39G1007.77T/C1007.27G1007.76T/C1007.26G1007.53T/C1007.03G1007.50T/C1007.00G1007.29T/C1006.79G1007.00T/C1006.50G ± EX1007.141007.301007.701008.351008.351008.241008.071007.671007.841008.241008.001008.091008.271008.351008.351008.271008.321008.141008.101007.151007.351005.301007.351006.051006.061006.301005.871005.421005.131008.351008.251008.351008.251008.201008.251007.53T/C1007.03G1006.83T/C1006.33G1006.60T/C1006.10G1005.98T/C1005.48G ± EX1006.06T/C1005.56G ± EX1004.23 ± EX1004.27 ± EX1004.25 ± EX1004.881005.001004.701004.771004.13 ± EX1004.13 ± EX1006.771006.771006.701006.701006.471006.541005.151005.231007.781007.861007.901007.971007.421007.501007.66 ± EX1007.68 ± EX1006.711008.081007.591006.66 ± EX1006.73 ± EX1006.94 ± EX1007.29 ± EX1007.36 ± EX1008.24T/C1007.74G1008.45T/C1007.95G1008.28T/C1007.78G1008.34T/C1007.84G1007.11T/C1006.61G1007.36T/C1006.86G1007.98T/C1007.48G1008.06T/C1007.56G1006.82T/C1006.32G1000.42T/C999.92G ± EX1000.41T/C999.91G ± EX1008.211008.171008.201007.851007.671008.351008.351008.09T/C1007.59G1008.08T/C1007.58G1008.101008.161008.161008.161007.351000.04 ± EX2.0%1.5%1.5%2.0%CO0.8%
1.5%
1.5%5.3%0.2%0.0%100YR HWELOVERFLOW ROUTEPONDING DEPTH0.15'PONDING DEPTH0.15'PONDING DEPTH0.15'CP #9000HYDWVHYD WVTTELTWVWVHYDDHYDWVTI
CVEMI
CVDCOSWVDST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"STST12"ST12"ST12"ST36"ST36"ST36"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"WWWWWWWWWWWWWWWWW W W W
WHY
DG G G G G GGGGGGGGGGGGGGGGSAN SANSANSANSAN
G G G G G G G G G G G G
U/EU/EU/EU/EU/EU/EU/E
U/E U/E U/E U/E
U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/E U/E U/EU/E U/E U/E U/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E TELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELESTSTSTSTSTW1004100310
0
31004100510061005100710071009100710081007
1006
1005100410101008 100910101008100610091
0
1
2
1
0
0
9
10081005100310011001
1003
1005
100710081006100510031001NE ADDISON DR(PUBLIC STREET - CONCRETE SURFACE)NE DOUGLAS PKWY(PUBLIC STREET - CONCRETE SURFACE - R.O.W. VARIES)CASEY'SGENERAL STOREST
2
4
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2
4
"EXCONCRETEDRIVEEXCONCRETEDRIVEEX CONCRETE WALK
EX CONCRETE WALKEPGM1007.92SAN COEX TRASH ENCLOSURE1007.381007.291007.201007.111007.021007.461007.541007.631008.13T/C1007.63G1008.24T/C1007.74G1007.97T/C1007.47G1007.77T/C1007.27G1007.451007.361008.221007.891008.211008.351008.351008.131.5%1.5%1008.291.1%1.5%1.0%1.0%1.0%4.6%5.6%0.0%1.0%1.5%1.5%1.0%1.0%1.0%1.0%1.0%1.0%1.5%1.5%1.5%1.5%1.5%4.6%1.0%1007.95T/C1007.45G1007.95T/C1007.45G1007.761007.761007.95T/C1007.45G1007.95T/C1007.45G1008.131008.133.9%3.9%0.0%0.0%3.9%3.9%0.0%16.0'9.0'1008.250.8%1.5%1.5%1008.255.3%0.2%0.0%TOPSOIL NOTES:1.STRIP AND STOCKPILE THE TOP 8" OF SOIL ON ALL DISTURBED AREAS.2.RESPREAD TOPSOIL TO A MINIMUM DEPTH OF 8" ON ALL GREEN (NON PAVED)AREAS. IMPORT TOPSOIL AS NECESSARY TO ACHIEVE A MINIMUM DEPTH OF 6".3.TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRIS LARGER THAN 3/4" IN SIZE.4.TOPSOIL IS DEFINED AS: FERTILE, FRIABLE LOAM, CAPABLE OF SUSTAININGVIGOROUS PLANT GROWTH, FROM WELL DRAINED SITE FREE FROM FLOODING, NOTIN FROZEN OR MUDDY CONDITIONS; REASONABLE FREE FROM SUBSOIL, CLAYLUMPS, ROOTS, GRASS, WEEDS, STONES LARGER THAN 3/4 INCH IN DIAMETER, ANDFOREIGN MATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5; CONTAINING MINIMUM 4PERCENT AND MAXIMUM 20 PERCENT ORGANIC MATTER.5.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.GRADING PLANC3.1REFERENCE 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:PREMIERE DANCE
WAUKEE, IOWAMJE3-25-20218-31-2021 1ST CITY REV.9-14-2021 2ND CITY REV.210195PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE020102040GRADING LEGEND:EXISTING CONTOURPROPOSED CONTOURFINISHED GROUND ELEVATIONTOP OF CURB ELEVATIONGUTTER ELEVATIONTOP OF WALL ELEVATIONBOTTOM OF WALL ELEVATIONEDGE OF WALK ELEVATIONTOP OF STAIR ELEVATIONBOTTOM OF STAIR ELEVATIONNOTE: WALL ELEVATIONS SHOWN ON PLAN ARE FINISHEDGROUND GRADES AT THE TOP AND BOTTOM OF THE WALL.150.50E/W150.50B/W150.50T/W150.50G150.50T/C150.50150150150.50T/S150.50B/SL:\LAND PROJECTS 2021\210195 - LANDING AT SHADOW CREEK PLAT 4 LOT 36 - GALLOWAY HOLDINGS\DWG\C3 GRADING.DWG9/14/2021 4:39:04 PM ADA PARKING GRADING DETAILSCALE: 1'' = 10'
PROPOSED BUILDING12,651 SFFFE = 1008.35S
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DSTSTSTSTRUCTURE #5B24" FESFL = 1000.0023LF 24" RCPS = 0.5%STRUCTURE #5ASW - 401 MHRIM = 1006.19FL NE, NW = 1000.21FL S = 1000.11STRUCTURE #2BSTORM CLEANOUTRIM = 1007.95FL N = 1001.08FL SW = 1000.981
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%STRUCTURE #2ASTORM CLEANOUTRIM = 1007.59FL NW = 1001.56FL S = 1001.4676LF 18" N-12
S = 0.5%STRUCTURE #2NYLOPLAST DRAIN BASINRIM = 1005.13FL SE= 1001.9681LF 15" N-12S = 0.5%183LF 18" RCPS = 0.5%STRUCTURE #5NYLOPLAST DRAIN BASINRIM = 1006.64FL N = 1001.22FL SE= 1001.12STRUCTURE #424" NYLOPLAST DRAIN BASINRIM = 1005.30FL S= 1001.6179LF 15" N-12
S = 0.5%CONNECT SAN SERVICE TOBUILDING (REF MECH. FORCONTINUATION)**CRITICAL CROSSING**BOTTOM OF 15" STORM = 1000.63±BEND WATER UNDER STORM W/MIN 18" CLEARANCE144LF 6" WATER8"x6" T&SVALVESPRINKLER ROOMCONNECT TO GAS PERWAUKEE STANDARDS47LF GAS LINECONNECT GAS SERVICETO BUILDING (REF MECH./ ARCHFOR CONTINUTATION)52.0'
10.0'5.0'38.0'56.0'16.0'9.0'101.0'27.0'7.0'9.0'7.0'26.0'104.0'7.5'10.0'50.5'59.0'HYD WWWW22.5°BENDHYDRANTR1
0
0
'HYDRANT ASSEMBLY6"x6" TEE20LF 6" WATER38LF 6" WATERREF MECH. FORCONTINUATIONFDC(REF MECHANICAL)PROP.INGRESS/EGRESSEASEMENTPROP.INGRESS/EGRESSEASEMENTCOINSTALL SAN CLEANOUTIN LINE W/ SERVICEREMOVE REMAINING LINEGOING SOUTH PER WAUKEE STANDARDSINSTALL 54 TONS± CLASS DRIP RAP AT BOTTOM OF BASINWITHOUT IMPACTING PROV'D DETENTION22'±26'±CP #9000HYDTBM 4: BURY BOLTELEV=1005.09WVHYDTBM 1: BURY BOLTELEV=1006.16WVTTELTWVWVHYDTBM 3: BURY BOLTELEV=1009.04DEX STORM MHRIM=1006.59FL(W)=998.09FL(E)=998.04EX 28" FESFL=998.66EX 24'' FESFL=999.07EX INTAKERIM=1003.95FL(E)=1000.50EX INTAKERIM=1004.03BOTTOM=1000.08HYDTBM 2: BURY BOLTELEV=1009.83WVTI
CVEMI
CVEX INTAKERIM=1004.04FL(S)=1000.29FL(W)=1000.09FL(E)=999.99DEX STORM MHRIM=1007.37FL(N)=1002.42SEX SAN MHRIM=1007.69INV(S)=991.69INV(N)=991.49COSEX SAN MHRIM=1003.82INV(S)=989.42INV(E)=989.42INV(W)=989.37WVDEX STORM MHRIM=1004.69FL(S)=1000.24FL(W)=999.89EX INTAKERIM=1004.00BOTTOM=999.80EX HICKENBOTTOMFL=999.53EX 40" FESFL=1001.02ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST12"STST12"ST12"ST12"ST36"ST36"ST36"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"WWWWWWWWWWWWWWWWWW W W W
WHY
DG G G G G GGGGGGGGGGGGGGGGGSAN SANSANSANSAN
G G G G G G G G G G G G
U/EU/EU/EU/EU/EU/EU/E
U/E
U/E U/E U/E U/E
U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/E U/E U/EU/E U/E U/E U/E U/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E TELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELESTSTSTSTSTSTSTSTSTST30' LANDSCAPE BUFFER
EASEMENT
BK.2016, PG.19679
25' INGRESS/EGRESSEASEMENTBK.2016, PG.19679ELECTRIC EASEMENTBK.2016, PG.1967910' PUEBK.2016, PG.19679WNE ADDISON DR(PUBLIC STREET - CONCRETE SURFACE)NE DOUGLAS PKWY(PUBLIC STREET - CONCRETE SURFACE - R.O.W. VARIES)LOT 36LOT 35LOT 34OUTLOT "Z"CASEY'SGENERAL STORE15' SANITARY SEWER
EASEMENT & PUE
BK.2016, PG.19679
15' PUE
BK.2016, PG.19679
25' LANDSCAPE
BUFFER EASEMENT
BK. 2016, PG. 1967930' LANDSCAPEBUFFER EASEMENTBK. 2016, PG. 19679ST36"ST
2
4
"ST
2
4
"EXCONCRETEDRIVEEXCONCRETEDRIVEEX CONCRETE WALK
EX CONCRETE WALKEX LOCATION PERCITY OF WAUKEEUTILITY MAPEX LOCATION PERCITY OF WAUKEEUTILITY MAPEX LOCATION PERMIDAMERICAN MAPEX LOCATION PERCENTURYLINK MAPEX LOCATION PERCITY OF WAUKEEUTILITY MAPEX LOCATION PERCITY OF WAUKEEUTILITY MAPEX LOCATION PERCITY OF WAUKEEUTILITY MAPEX LOCATION PERMIDAMERICANMAPEPGM1007.92SAN COEX TRASH ENCLOSUREUTILITY NOTES:1.ALL PROPOSED UTILTIES SHALL BE PRIVATE, 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.8.TRANSFORMER PAD IS SHOWN FOR REFERENCE ONLY AND MAY NOT BE DRAWN TO ACTUAL SIZE.PAD SHALL CONFORM TO ALL UTILITY COMPANY DESIGN STANDARDS AND SPECIFICATIONS.UTILITY PLANC4.1REFERENCE 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:PREMIERE DANCE
WAUKEE, IOWAMJE3-25-20218-31-2021 1ST CITY REV.9-14-2021 2ND CITY REV.210195PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE020102040L:\LAND PROJECTS 2021\210195 - LANDING AT SHADOW CREEK PLAT 4 LOT 36 - GALLOWAY HOLDINGS\DWG\C4 UTILITY.DWG9/14/2021 4:39:16 PM
YDWVHYDWVTTELTWVWVHYDDHYDWVDSWVDST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"STST12"ST36"ST36"ST36"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"
W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"WWWWWWWWWWWWGGGGGGGGGGGGSANSANSAN
G G G G G G G G G G G
U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/E U/E U/EU/E U/E U/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/E U/E U/E U/E U/E U/E TELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELESTSTSTSTST30' LANDSCAPE BUFFER
EASEMENT
BK.2016, PG.19679
25' INGRESS/EGRESSEASEMENTBK.2016, PG.19679ELECTRIC EASEMENTBK.2016, PG.1967910' PUEBK.2016, PG.196791004100310
0
31004100510061
0
0
5
10
0
71007
10091007100810071006
1005100410101008 100910101008100610091
0
1
2
1
0
0
9
10081005100310011005
10071008100610051003NE ADDISON DR
(PUBLIC STREET - CONCRETE SURFACE)NE DOUGLAS PKWY(PUBLIC STREET - CONCRETE SURFACE - R.O.W. VARIES)15' SANITARY SEWER
EASEMENT & PUE
BK.2016, PG.19679
25' LANDSCAPE
BUFFER EASEMENT
BK. 2016, PG. 1967930' LANDSCAPEBUFFER EASEMENTBK. 2016, PG. 19679ST
2
4
"EXCONCRETEDRIVEEXCONCRETEDRIVEEX CONCRETE WALK
EX CONCRETE WALKS
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DSTSTSTHYDWWWWPROP.INGRESS/EGRESSEASEMENTPROP.INGRESS/EGRESSEASEMENTCOSODSODSODSODSODSODSODSODSODSODSODSODSODSODSODSODSODSODSODSODSODKC2ER1WP3SH1RO1PF2BH7SH1SH1SH1RO2AH3GB4SH1DF3LL3SS3AH1BH3NP1ER1WO1AH3DF3ER2BH3NP2NS3SW1SW1SS1ER2GL8KF8DN3DN3KF7AV5FIRE DEPARTMENT CONNECTIONMAINTAIN 5' CLEARANCELANDSCAPE PLANC5.1REFERENCE 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:PREMIERE DANCE
WAUKEE, IOWAMJE3-25-20218-31-2021 1ST CITY REV.9-14-2021 2ND CITY REV.210195PRELIMINARY- NOT FOR CONSTRUCTION
GRAPHIC SCALE020102040PLANTING SCHEDULEL:\LAND PROJECTS 2021\210195 - LANDING AT SHADOW CREEK PLAT 4 LOT 36 - GALLOWAY HOLDINGS\DWG\C5 LANDSCAPE.DWG9/14/2021 4:39:32 PM GENERAL LANDSCAPE REQUIREMENTSTOTAL SQUARE FOOTAGE OF PROJECT AREA83,796 SFREQUIRED OPEN SPACE (20%)16,759 SFOPEN SPACE PROVIDED32,303 SFGENERAL OPEN SPACE REQUIREMENTTOTAL REQUIRED TREES (1 / 1000SF REQUIRED OPEN SPACE)17 50% OVERSTORY TREES REQUIRED9 TOTAL PROVIDED9 25% CONIFEROUS TREES REQUIRED5 TOTAL PROVIDED5 TOTAL TREES PROVIDED17TOTAL REQUIRED SHRUBS (1 / 1000SF REQUIRED OPEN SPACE)17 TOTAL SHRUBS PROVIDED19 TOTAL ORNAMENTAL GRASSES PROVIDED17LANDSCAPE BUFFER REQUIREMENTS:30' WIDE BUFFER (2 OVER / 3 CONF / 2 UNDER PER 50 LF)TOTAL LENGTH OF BUFFER (WEST)248'TOTAL OVERSTORY TREES REQUIRED10 TOTAL PROVIDED10TOTAL CONIFEROUS TREES REQUIRED15 TOTAL PROVIDED15TOTAL UNDERSTORY TREES REQUIRED10 TOTAL PROVIDED10TOTAL LENGTH OF BUFFER (SOUTH)100'TOTAL OVERSTORY TREES REQUIRED4 TOTAL PROVIDED4TOTAL CONIFEROUS TREES REQUIRED6 TOTAL PROVIDED6TOTAL UNDERSTORY TREES REQUIRED4 TOTAL PROVIDED4SOD: PROVIDE AND INSTALL SOD FROM LOCAL SUPPLIERS. AREAS TO BE SODDED MUST BE FREE OF ALL CONSTRUCTIONDEBRIS AND ANY DIRT CLUMPS OVER 1" IN DIAMETER. THOROUGHLY WATER SOD UPON INSTALLATION. CONTRACTOR TOMAINTAIN WATERING UNTIL SOD IS ESTABLISHED (ROOTS KNITTED INTO SUBSURFACE)IRRIGATION NOTES:·FOR BIDDING PURPOSES, THIS PROJECT DOES NOT INCLUDE A SITE IRRIGATIONSYTEM.·CONTRACTOR SHALL SUBMIT TO THE OWNER OR OWNER'S REPRESENTATIVE ASEPARATE PROPOSAL FOR A SITE IRRIGATION SYSTEM. PROPOSAL SHALL BEDESIGN/BUILD FOR A COMPLETE OPERATIONAL IRRIGATION SYSTEM APPROPRIATEFOR THE SITE. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DESIGN,COORDINATION, TESTING, PERMITS, INSPECTIONS, ETC.LANDSCAPE NOTES:1.ALL SODDING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE URBAN STANDARDSPECIFICATIONS, UNLESS SPECIFIED OTHERWISE.2.SOD ALL DISTURBED AREAS WITHIN THE CONTRACT LIMITS, UNLESS NOTED OTHERWISE. SOD/SEED LIMITS SHOWN ONPLAN ARE FOR REFERENCE ONLY. FINAL LIMITS MAY CHANGE BASED ON CONSTRUCTION ACTIVITIES.3.STAKE SOD ON ALL SLOPES 3 : 1 OR GREATER.4.PLANT QUANTITIES ARE FOR CONTRACTORS CONVENIENCE, THE DRAWING SHALL PREVAIL IF A CONFLICT OCCURS.5.ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK(ANSI Z60.1).6.CONTRACTOR SHALL WARRANTY ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF INITIALACCEPTANCE.7.FOR WARRANTY PURPOSES, THE DATE OF INITIAL ACCEPTANCE SHALL BE SUBMITTED IN WRITING TO THE OWNERAND/OR OWNER'S REPRESENTATIVE AFTER ALL PLANT MATERIALS HAVE BEEN INSTALLED AND REVIEWED BY OWNEROR OWNER'S REPRESENTATIVE. PLANT MATERIALS WILL ONLY BE ACCEPTED IF THEY ARE IN AN ALIVE AND THRIVINGCONDITION.8.CONDITIONAL ACCEPTANCE OF PLANT MATERIAL MAY BE GIVEN FOR PLANTS INSTALLED IN A DORMANT CONDITIONWITH INITIAL ACCEPTANCE OCCURRING THE FOLLOWING SPRING ONCE THEY ARE SHOWN TO BE ALIVE AND THRIVING.9.IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE IDENTIFICATION TAGS AND CORDS ON ALL PLANT MATERIALPRIOR TO THE COMPLETION OF THE CONTRACT. IDENTIFICATION TAGS (INCLUDING SIZING INFORMATION) MUST BELEFT ON UNTIL AFTER ACCEPTANCE BY OWNER OR OWNER'S REPRESENTATIVE.10.CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES, SHRUBS AND GROUND COVER BEDSTO A DEPTH OF 4 INCHES, UNLESS NOTED.11.STAKING AND GUYING OF TREES SHALL BE AT THE DISCRETION OF THE CONTRACTOR BASED ON CURRENT ACCEPTEDNURSERY STANDARDS. GENERALLY, TREES IN LARGE OPEN AREAS SUBJECT O SIGNIFICANT WIND SHALL BE STAKED.STAKE AND WRAP TREES IMMEDIATELY AFTER PLANTING. CONTRACTOR SHALL ADJUST AND MAINTAIN GUYINGTENSION THROUGHOUT THE PLANT ESTABLISHMENT PERIOD. REMOVE ALL STAKES AND GUY WIRES NO MORE THANONE YEAR AFTER INSTALLATION.12.THE LANDSCAPING CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BEFORE STARTING ANY SITE WORK ORPLANTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES.13.NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE LANDSCAPE ARCHITECT ANDTHE CITY OF WAUKEE.14.ALL EDGING SHALL BE DURAEDGE 3/16" STEEL EDGING - COLOR BLACK, OR APPROVED EQUAL..15.CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEW PLANTS FOR APERIOD OF 30 DAYS.16.ALL SHRUB AND PERENNIAL PLANTING BEDS SHALL BE MULCHED WITH 4" THICK SHREDDED HARDWOOD MULCH.14.ALL BEDS TO RECEIVE GRANULAR PRE-EMERGENT WEED CONTROL BEFORE AND AFTER MULCH IS INSTALLED.NORTHDO NOT CUT CENTRAL LEADERWRAP TRUNK WITH APPROVEDTREE WRAP TO FIRST BRANCH4" DEEP HARDWOOD MULCHCUT SYNTHETIC CORDS AROUNDROOTBALL AND TRUNK -ENTIRELYREMOVE WIRE BASKETS FROM BALLSET ROOTBALL ON UNDISTURBEDSUBGRADEDECIDUOUS TREE PLANTING (TYP.)NOT TO SCALESCALE:SCARIFY SIDES & BOTTOM OFPLANTING PITSTAKING ORIENTATIONNORTHNORTH2 STAKES - 3" CAL. & LESS3 STAKES - GREATER THAN 3" CAL.3'-0"SET ROOTBALL FLUSH WITHFINISHED GRADEDO NOT PLACE MULCH INCONTACT WITH BASE OF TREEPRUNE ANY DEAD/DAMAGEDBRANCHING FROM TREE.MAINTAIN OVERALL APPEARANCE.USE HOSE GUARDS AROUND TRUNK ON STAKING WIRE. TIE WIRE TO STEELPOSTS PLACED OUTSIDE PLANT PIT..LEAVE STAKES IN PLACE NO MORE THAN 1 YEAR FROM INSTALLATION.CONTRACTOR RESPONSIBLE FOR REMOVAL.NOTE: STAKING SHALL BE AT CONTRACTOR'S DISCRETION BASED ON SITEFACTORS INCLUDING PREVAILING WINDS, SOIL TYPES ENCOUNTERED,SUBSURFACE WATER, ETC. REGARDLESS OF STAKING, CONTRACTOR SHALLSTRAIGHTEN TREES AS NEEDED DURING THE WARRANTY PERIOD.4" DEPTH SHREDDED HARDWOODMULCHSCARIFY SIDES & BOTTOM OFPLANTING PITEVERGREEN TREE PLANTING (B&B)NOT TO SCALESCALE:CUT SYNTHETIC CORDS AROUNDROOTBALL AND TRUNK -ENTIRELYREMOVE WIRE BASKETS FROM BALLSET ROOTBALL ON UNDISTURBEDSUBGRADE3'-0"DO NOT PLACE MULCH INCONTACT WITH BASE OF TREEDECIDUOUS SHRUB DETAILEVERGREEN SHRUB DETAILPLANTING ON SLOPESFIRMLY COMPACT SAUCER(USE TOPSOIL)ORIGINAL GROUND LINESUB-SOIL4" MULCHPLANTING PIT TWICETHE WIDTH OF ROOTBALL12SHRUB PLANTING (TYP)NOT TO SCALESCALE:NOTE: SIZES LISTED ABOVE ARE STANDARD NURSERY STOCK DESIGNATIONS. PLANT MATERIAL MUST ALSO MEET THE CITY OF WAUKEE MINIMUM FORSIZING: OVERSTORY TREE - 8' / UNDERSTORY TREE - 6' / EVERGREEN TREE - 6'NOTE: SOD DISTURBED AREASIN RIGHT OF WAY. MINIMIZEDISTURBANCE WHEN SETTINGFORMS AND POURINGCONCRETE FOR PUBLIC WALK.
DETAILS SHEETC6.1REFERENCE 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:PREMIERE DANCE
WAUKEE, IOWAMJE3-25-20218-31-2021 1ST CITY REV.9-14-2021 2ND CITY REV.210195PRELIMINARY- NOT FOR CONSTRUCTIONL:\LAND PROJECTS 2021\210195 - LANDING AT SHADOW CREEK PLAT 4 LOT 36 - GALLOWAY HOLDINGS\DWG\C6 DETAILS.DWG9/14/2021 4:39:42 PM
W6"
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'WATER SERVICE DETAILNOT TO SCALE6" GATE VALVE & BOX6"X4" TEE4" GATE VALVE & BOX24" MIN.12"1" NOMINALVARIES 6" MAX1" NOMINAL1"5/8"ROADWAY PAVEMENTNOTE:*IMPORTANT:* 1" EXPANSION JOINT BETWEENROADWAY PAVEMENT AND WALK MUST BEINSTALLED TO FULL DEPTH OF SLAB.FINISH W/ 3/4" RADIUS TOOLSEALED 'E' JOINTSEE DETAIL A& NOTESSEE PAVEMENT SECTIONFOR SUBGRADE INFOIF ROCK IS USED UNDERROADWAY PAVEMENT, CONTINUEROCK UNDER SIDEWALKPAVEMENT, MATCH SECTIONSEALED 'E' JOINTSEE DETAIL A& NOTESBUILDING WALL(WHERE APPLICABLE)5"
5"#4 BARS 24" O/C BOTH WAYSALL REINFORCEMENT SHALLBE EPOXY COATED6"TURNED DOWN WALK DETAILNOT TO SCALEEDGE WITH 1/4 INCH TOOL FOR LENGTH OF JOINTINDICATED IF FORMED; EDGING NOT REQUIREDWHEN CUT WITH DIAMOND BLADE SAW1/2" GRAY MASTIC JOINTSEALANT MATERIALRESILIENT JOINT FILLERSLOPE PER PLANS 1.5% MAX CROSS SLOPE(DIRECTION SHOWN ON GRADING PLANS)DETAIL A: NOT TO SCALENOTE:IN ADA ZONES, SIDEWALK SHALLBE FLUSH WITH PARKING LOTPAVEMENT. SEE SHEET C2.1RESERVEDPARKINGACCESSIBLE PARKING SIGNNOT TO SCALEMUTCD R7-8NOT TO SCALECONCRETE CURB FLUME DETAIL6"6'6"NOT TO SCALESTD. PAVING & CURB DETAILR 2"R 1"MATCH PAVEMENTTHICKNESS ON SITE PLAN6"4.5"3"12" COMPACTEDSUBGRADE95% STD PROCTOR2-6" LIFTS(C4 MIX PSI)(C4 MIX)
PROPOSED BUILDING12,651 SFFFE = 1008.35S
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DSTSTST100910081007
100610071008100710071008100710061006100710071006100810091007100610051006100710061006100710091008
100710061008100652.0'
10.0'5.0'38.0'56.0'16.0'9.0'101.0'27.0'7.0'9.0'7.0'26.0'104.0'7.5'10.0'50.5'59.0'HYDWWWWPROP.INGRESS/EGRESSEASEMENTPROP.INGRESS/EGRESSEASEMENTCOWVHYDWVTTELTWVWVHYDDHYDWVTI
CVEMI
CVDCODST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"ST 8"STST12"ST36"ST36"ST36"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"SAN12"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"WWWWWWWWWWWWWWW W W WGGGGG GGGGGGGGGGGGGSANSANSANSANGGGGGGGGGGG G
U/EU/EU/EU/EU/E
U/E
U/E U/E U/E U/E U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/E U/E U/EU/E U/E U/E U/EU/EU/EU/EU/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E TELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELESTSTSTSTSTSTST30' LANDSCAPE BUFFER
EASEMENT
BK.2016, PG.19679
25' INGRESS/EGRESSEASEMENTBK.2016, PG.19679ELECTRIC EASEMENTBK.2016, PG.1967910' PUEBK.2016, PG.19679W1004100310
0
31004100510061005100710071009100710081007
1006
1005100410101008 1009101010081006100910121009
10081005100310011001
1003
1005
100710081006100510031001NE ADDISON DR(PUBLIC STREET - CONCRETE SURFACE)NE DOUGLAS PKWY(PUBLIC STREET - CONCRETE SURFACE - R.O.W. VARIES)LOT 36LOT 34OUTLOT "Z"15' SANITARY SEWER
EASEMENT & PUE
BK.2016, PG.19679
25' LANDSCAPE
BUFFER EASEMENT
BK. 2016, PG. 1967930' LANDSCAPEBUFFER EASEMENTBK. 2016, PG. 19679ST
2
4
"ST
2
4
"EPGMSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
INLET PROTECTIONSFSFSF
INLET PROTECTIONSFSFSF INLET PROTECTIONSFSFSF INLET PROTECTIONSFSFSF
INLET PROTECTIONSTAGING AREA, OUTHOUSE, DUMPSTER &CONTAMINANT/CONCRETE WASHOUT DEVICE75' ROCKCONSTRUCTIONENTRANCELIMIT OF DISTURBANCELIMIT OF DISTURBANCELIMIT OF DISTURBANCEULTIMATE DISCHARGETO PUBLIC SEWER THENCELITTLE WALNUT CREEKSFSFSFS
F
SF SFSFSFSFSFSFSFSFSFSFSFSFSFPOSSIBLE TOPSOILSTOCKPILE LOCATIONSWPPPC7.1REFERENCE 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:PREMIERE DANCE
WAUKEE, IOWAMJE3-25-20218-31-2021 1ST CITY REV.9-14-2021 2ND CITY REV.210195PRELIMINARY- NOT FOR CONSTRUCTION
GRAPHIC SCALE020102040STORM WATER POLLUTION PREVENTION PLANVICINITY MAPSCALE: 1' = 1,000'IOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.UTILITY NOTE:THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS ARE TAKEN FROMEXISTING PUBLIC RECORDS AND ARE APPROXIMATE LOCATIONS. THE EXACTLOCATIONS OF ALL UTILITIES MUST BE ASCERTAINED IN THE FIELD. IT SHALL BETHE DUTY OF THE CONTRACTOR TO DETERMINE WHETHER ANY ADDITIONALFACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT.EROSION CONTROL NOTES:1.SEE SUPPLEMENTAL DETAIL STORM WATER POLLUTION PLAN NARRATIVEFOR ALL EROSION CONTROL MEASURES, ADDITIONAL DETAILS AND NOTE.ADDITIONAL NOTES AND MEASURES IN NARRATIVE SHALL BE CONSIDEREDINCIDENTAL AND SHALL BE INCLUDED IN THE ORIGINAL BID.2.SWPPP PLAN AND NARRATIVE ARE CONSIDERED A LIVING DOCUMENT ANDWILL NEED PERIODIC UPDATES AND ADJUSTMENTS AS NECESSARYDEPENDING ON SITE CONDITIONS TO ASSURE COMPLIANCE WITH NPDESGENERAL PERMIT NO. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TOUPDATE THE SWPPP AND IMPLEMENT ANY AND ALL MEASURES NECESSARYTO COMPLY WITH SAID PERMIT NO. 2.3.INSTALL PERIMETER SILT FENCE AS SHOWN ON PLANS PRIOR TOCONSTRUCTION.4.INSTALL INTAKE PROTECTION WITH SILT FENCE IMMEDIATELY AFTER STORMSEWER CONSTRUCTION.5.INSTALL FINISHED PAVING INLET PROTECTION IMMEDIATELY AFTER PAVINGIS COMPLETED AROUND INTAKE.6.OTHER EROSION CONTROL TYPES MAY NOT BE SUBSTITUTED FOR SILTFENCE.7.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING A CONCRETEWASHOUT IN ACCORDANCE WITH NPDES GENERAL PERMIT NO. 2 DURING ALLCONCRETE WORK AND PER SUDAS SPEC 11,050.8.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING TEMPORARYRESTROOM FACILITIES. SANITARY WASTE SHALL BE DISPOSED OF PER ALLFEDERAL, STATE AND LOCAL REGULATIONS.9.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.10.CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER CONTAINMENT ANDDISPOSAL OF SAWCUTTING/GRINDING SLURRY.EROSION CONTROL REMOVAL NOTES:1.AFTER FINAL STABILIZATION HAS OCCURED, AS DEFINED IN NPDES GENERALPERMIT NO. 2, CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OFALL TEMPORARY EROSION CONTROL DEVICES INCLUDING, BUT NOT LIMITEDTO: SILT FENCE, INLET PROTECTION, AND TEMPORARY STANDPIPES.LEGEND: 120 EXISTING CONTOUR 120 PROPOSED CONTOUR SF SILT FENCE 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 RISERSIGNDSCOHYDI
CVWWSOYADREEMEELECEJEPGMGVA/CTTELTTSFOF/OTVWWVL:\LAND PROJECTS 2021\210195 - LANDING AT SHADOW CREEK PLAT 4 LOT 36 - GALLOWAY HOLDINGS\DWG\C7 SWPPP.DWG9/14/2021 4:39:57 PM PROPERTY DESCRIPTION:(WARRANTY DEED BOOK 2016, PAGE 24782)LOT 36 IN LANDING AT SHADOW CREEK PLAT 4, AN OFFICIALPLAT, NOW INCLUDED IN AND FORMING A PART OF THE CITYOF WAUKEE, DALLAS COUNTY, IOWA.ADDRESS:870 NE DOUGLAS PARKWAYWAUKEE, IOWAOWNER:SHADOW CREEK II, LLCPO BOX 7502URBANDALE, IOWA 50323PREPARED FOR:JON GALLOWAYIA HOLDINGSZONING:INFORMATION OBTAINED FROM CITY OF WAUKEE ZONING MAPC-1 (COMMUNITY AND HIGHWAY SERVICE COMMERCIALDISTRICT)FOR AN OFFICIAL ZONING REPORT PLEASE CALL CITY OFWAUKEE AT 515-978-7900SITE CONTROL AND BENCHMARKS:BASIS OF BEARING OBTAINED FROM GPS OBSERVATIONSDATUM = NAD 83, IOWA SOUTHBENCHMARK DATUM = NAVD88, GEOID 18POINT #9000NORTHING = 593547.68EASTING = 1543344.69ELEVATION = 1007.73DESCRIPTION: SET 3/4" IRON PIPE W/ RPCPOINT #9001NORTHING = 593803.78EASTING = 1543474.94ELEVATION = 1005.17DESCRIPTION: SET MAG NAILON-SITE TBM 1:BURY BOLT ON HYDRANT LOCATED ALONG THE SOUTH ROWOF NE DOUGLAS PKWY; 181' +/- EAST OF NE ADDISON DRELEVATION=1006.16ON-SITE TBM 2:BURY BOLT ON HYDRANT LOCATED ON PARKING LOT ISLANDNEAR THE SE CORNER OF SITEELEVATION=1009.83ON-SITE TBM 3:BURY BOLT ON HYDRANT LOCATED ALONG THE EAST ROW OFNE ADDISON DR; 55' +/- NORTH OF THE SW CORNER OF SITEELEVATION=1009.04OFF-SITE TBM 4:BURY BOLT ON HYDRANT LOCATED AT THE SW CORNER OF NEDOUGLAS PKWY AND NE ADDISON DRELEVATION=1005.09SITEEROSION CONTROL QUANTITIES:DISTURBED AREA2.16 ACRES (NPDES PERMIT IS REQUIRED)SILT FENCE1,700 LFINLET PROTECTION4 EACONSTRUCTION ENTRANCE1 EACONCRETE WASHOUT1 EASEED/SOD1.07AC**SEE LANDSCAPE PLAN FOR SEEDING/SOD TYPES & LOCATIONS**TEMPORARY SEEDING (SUDAS TYPE 4)AS NECESSARY*NOTE: EROSION CONTROL QUANTITIES ARE PROVIDED FOR CITY REQUIREMENTONLY AND ARE A ROUGH ESTIMATE. CONTRACTOR SHALL PROVIDE EROSIONCONTROL MEASURES AS NECESSARY TO MEET SITE CONDITIONS.
1 SOUTH EXTERIOR ELEVATION
SCALE: 1/8" = 1'-0"
2 NORTH EXTERIOR ELEVATION
SCALE: 1/8" = 1'-0"
4 WEST EXTERIOR ELEVATION
SCALE: 1/8" = 1'-0"3 WEST EXTERIOR ELEVATION
SCALE: 1/8" = 1'-0"
MASONRYSTOREFRONT
ENTRANCE
BUILDING
SIGNAGE
MEMBRANE
ROOF
MASONRY
FIBER CEMENT
SIDING
BUILDING
SIGNAGE
FIBER CEMENT
SIDING
STOREFRONT
ENTRANCE
MASONRY
MASONRY
FIBER CEMENT
SIDING
STOREFRONT
ENTRANCE
MASONRY
MEMBRANE
ROOF
FIBER CEMENT
SIDING
STOREFRONT
ENTRANCE MASONRY MASONRY
ADDRESS
IDENTIFICATION
FDC & STROBE
MASONRY
MATERIAL CALCULATIONS
MASONRY - 1,085 SF - 30%
FIBER CEMENT - 1,468 SF - 41%
FENESTRATION - 1,021 SF - 29%
MATERIAL CALCULATIONS
MASONRY - 664 SF - 29%
FIBER CEMENT - 1,205 SF - 52%
FENESTRATION - 440 SF - 19%
MATERIAL CALCULATIONS
MASONRY - 831 SF - 34%
FIBER CEMENT - 1,199 SF - 49%
FENESTRATION - 405 SF - 17%
MATERIAL CALCULATIONS
MASONRY - 1,397 SF - 45%
FIBER CEMENT - 1,368 SF - 44%
FENESTRATION - 374 SF - 11%
TOTAL MATERIAL CALCULATIONS
MASONRY - 3,977 SF - 35%
FIBER CEMENT - 5,240 SF - 45
FENESTRATION - 2,240 SF - 20 %
%
S T U D I O M E L E E
1 3 1 2 L O C U S T S T R E E T , S U I T E 1 0 0 Z
D E S M O I N E S , I O W A 5 0 3 0 9
P R E M I E R E D A N C E P R O J E C T
S H A D O W C R E E K , P L A T 4
W A U K E E , I O W A 5 0 2 6 3
C O M M E R C I A L
B U I L D I N G
P R I N T D A T E :
S H E E T N A M E :PRELIMINARY NOT FOR CONSTRUCTIONTHESE DOCUMENTS ARE INSTRUMENTS OF
P R O F E S S I O N A L S E R V I C E A N D S H A L L
RE MAI N TH E PR OP E RT Y OF ME LEE , LLC .
THEY HAVE BEEN PREPARED SPECIFICALLY
FO R T HI S P R OJ E C T A N D S H A L L N OT B E
U S ED ON ANY OTH ER PR OJ E C T S O R I N
A N Y O T H E R L O C A T I O N S W I T H O U T
OBTAINING THE PRIOR WRITTEN CONSENT
O F M E L E E , L L C . U N A U T H O R I Z E D
R E P R O D U C T I O N I S P R O H I B I T E D .1PERSPECTIVE FROM SWNOT TO SCALE2PERSPECTIVE FROM NENOT TO SCALE3PERSPECTIVE FROM SENOT TO SCALEA2.2