HomeMy WebLinkAbout2021-11-15-I06 Home Solutions of Iowa_Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: November 15, 2021
AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Home
Solutions of Iowa (1225 SE Laurel Street)
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: J.E.S. Investments, LLC, requests approval of a site plan
for a 13,000 square foot warehouse / office building. The warehouse portion
makes up 10,618 square feet of the building and the office portion makes up
2,328 square feet of the building. The open space area at the southeast corner
of the site is planned to be used for future expansion, which will require
separate site plan approval at that time.
A loading dock and trash enclosure are provided on the north side of the
building. Outdoor storage is provided at the northwest side of the site. This
area will be screened with a 6-foot tall, opaque, PVC privacy fence.
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 November 9, 2021 Commission Meeting and
recommended approval subject to remaining staff comments:
Approval of a Site Plan for Home Solutions of Iowa (1225 SE Laurel Street)
Senior Planner, Melissa DeBoer introduced the request for approval of a site plan for a
warehouse building as submitted by the applicant, J.E.S Investments, LLC. The subject property is
generally located north of SE Laurel Street and west of SE Brick Drive, containing approximately 4.77
Acres.
Mrs. DeBoer advised that the project includes the construction of a warehouse/office building
approximately 13,000 square feet in area, with 10,618 square feet being dedicated to warehouse space.
Additionally the open space area to the southeast corner of the site is planned to be used for future
expansion which will require separate approval at the time of the expansion. A loading doc is located
on the north side of the building and a trash enclosure is also provided on the north side of the
building. To the northwest of the building is a site intended for outdoor storage with appropriate
screening. A monument sign is shown at the south of the development.
I6
Mrs. DeBoer advised there are two accesses into the site off of public streets. Public utilities
exist to serve the site, and all parking, landscaping, open space, and elevation requirements have been
met at this time.
Staff would approve approval of the site plan for Home Solutions of Iowa subject to remaining
staff comments.
Commissioner Broderick moved to approve the site plan for Home Solutions of Iowa (1225
SE Laurel Street) subject to any remaining staff comments. Commissioner Hoifeldt seconded the
motion. Ayes: Inman, Koshy, Broderick, and Hoifeldt. 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 HOME SOLUTIONS OF IOWA
(1225 SE LAUREL STREET)
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 Home Solutions of Iowa, subject to remaining staff comments on November 9,
2021; AND,
WHEREAS, the Site Plan for Home Solutions of Iowa is in general conformance with §160 –
Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND,
WHEREAS, the Site Plan for Home Solutions of Iowa 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 15th day of November, 2021 that the Site Plan for Home Solutions of Iowa 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: Home Solutions of Iowa – Site
Plan
PREPARED BY: Melissa DeBoer, AICP – Senior Planner
REPORT DATE: November 5, 2021
MEETING DATE: November 9, 2021
GENERAL INFORMATION
Owner/Applicant: J.E.S. Investments, LLC
Owner’s Representative:
Max Eller, Bishop Engineering
Request: The applicant is requesting approval of a site plan for
a warehouse building for Home Solutions of Iowa.
Location and Size: Property is generally located north of SE Laurel Street
and west of SE Brick Drive, containing approximately
4.77 acres.
Property Address: 1225 SE Laurel Street
AREA MAP
ABOVE: Aerial of property identifying the proposed site plan (outlined in RED).
November 5, 2021
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Vacant –
Undeveloped Mixed Use M-1 (Light Industrial District) / PD-1
(Planned Development Overlay District)
North Lock Box Self-
Storage Units Mixed Use C-1 (Community and Highway Service
Commercial District) / PD-1 (Planned
Development Overlay District)
South Multi-Family
Residential – Thomas
Place Senior Living
High Density
Residential
R-3 (Multi-Family Residential District) /
PD-1 (Planned Development Overlay
District)
East Multi-Family
Residential – Alice
Place Senior Living
High Density
Residential
R-3 (Multi-Family Residential District) /
PD-1 (Planned Development Overlay
District)
West Storage Mart Self-
Storage Units
Mixed Use M-1 (Light Industrial District)
HISTORY
The subject property is part of the overall Williams Pointe planned development and has been the subject of
multiple rezoning requests since 2013. In the past, the property has been zoned for townhomes and
commercial. In 2019, Home Solutions of Iowa rezoned the property from C-1 (Community and Highway
Service Commercial District) / PD-1 (Planned Development Overlay District) to M-1 (Light Industrial District)
/ PD-1 (Planned Development Overlay District).
PROJECT DESCRIPTION
The project includes the construction of a warehouse / office building that is about 13,000 square feet in area.
The warehouse portion makes up 10,618 square feet of the building and the office portion makes up 2,328
square feet of the building. The open space area at the southeast corner of the site is planned to be used for
future expansion. This will require separate site plan approvals at time of expansion.
A loading dock will be provided on the north side of the building and a trash enclosure will also be provided
on the north side of the building. The site plan shows an area at the northwest side of the site to be used for
outdoor storage. This area will be screened with a 6-foot tall, opaque, PVC privacy fence.
A monument sign is provided at the south side of the site, at the entrance off of SE Laurel Street.
ACCESS AND PARKING
There are two accesses into this site from the public streets. One is located on the south off of SE Laurel
Street and one is located on the east off of SE Brick Drive.
A total of 18 parking spaces are required for this site and the total amount of parking proposed is 18 spaces.
The proposed site plan meets the parking requirements.
November 5, 2021
3 of 3
SIDEWALKS/TRAILS
Five-foot wide sidewalks will be installed along both SE Brick Drive and SE Laurel Street. A pedestrian
connection will be provided into the site from the sidewalk along SE Laurel Street.
UTILITIES
This site will be serviced with all public utilities. Water will be brought in from the main located along SE Brick
Drive. Sanitary sewer will be brought in from the main located along SE Laurel Street. Storm water detention
will be provided with a detention basin located at the north side of the 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 40%. 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 insulated metal panel system,
aluminum storefront system, and a standing seam metal roof system.
COMPREHENSIVE PLAN
The comprehensive plan classifies the subject property as Mixed Use. The overall goal of the Mixed Use
classification is to better tie together different land uses within an area and avoid the strict separation of land
uses common in traditional suburban development patterns. Mixed Use is also used as a way to respond in a
more flexible manner to market demands, while retaining the ability to shape the form and character of future
development.
STAFF RECOMMENDATION
The site plan is in general conformance with the Site Plan Ordinance, Comprehensive Plan and Williams Pointe
North Planned Development Ordinance. Staff recommends approval of the site plan for Home Solutions of
Iowa subject to remaining staff comments.
HOME SOLUTIONS OF IOWA1225 SE LAUREL STREET - WAUKEE IOWAIOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.PROPERTY DESCRIPTION:(WARRANTY DEED BOOK 2020, PAGE 916)LOT 1 IN WILLIAMS POINTE PLAT 13, AN OFFICIAL PLAT, NOWINCLUDED IN AND FORMING A PART OF THE CITY OF WAUKEE,DALLAS COUNTY, IOWA.SUBJECT TO AND TOGETHER WITH ANY AND ALL EASEMENTSAND RESTRICTION OF RECORD.SAID TRACT CONTAINS 4.77 ACRES (207,698 SQUARE FEET)MORE OR LESS.ADDRESS:1225 SE LAUREL STREETWAUKEE, IOWA 50263OWNER:J.E.S.INVESTMENTS, LLCATTN: JOE SMITHPHONE: 515-999-2896EMAIL: JOE.SMITH@HOMESOLUTIONSOFIOWA.COM16180 SE LAUREL STREETWAUKEE, IOWA 50263PREPARED FOR:BUTZKE BURCH CONSTRUCTIONATTN: BEN BUTZKEPHONE: 515-985-8034EMAIL: BBUTZKE@BUTZKEBURCH.COM8797 NW 54TH AVE, SUITE 300JOHNSTON, IOWA 50131PROJECT MANAGER:BISHOP ENGINEERINGATTN:MAX ELLERPHONE: 515-276-0467EMAIL: MELLER@BISHOPENGR.COM3501 104TH STREETURBANDALE, IOWA 50322ZONING:INFORMATION OBTAINED FROM CITY OF WAUKEE ZONING MAPM-1/PD-1 (LIGHT INDUSTRIAL DISTRICT/PLANNED DEVELOPMENTOVERLAY, BK2019 PG24880)FOR AN OFFICIAL ZONING REPORT PLEASE CALL CITY OFWAUKEE AT 515-978-7900PARKING REQUIREMENTS:1 SPACE PER 1,000 SF OF WAREHOUSE3 SPACES PER 1,000SF OF OFFICE10,618 SF OF WAREHOUSE = 11 SPACES2,328 SF OF OFFICE = 7 SPACES18 SPACES REQUIRED, 18 SPACES PROVIDEDFUTURE PARKING9,567 SF OF WAREHOUSE = 10 SPACES REQUIREDOPEN SPACE REQUIREMENTS:TOTAL SITE = 207,722 SFREQUIRED 20% OPEN SPACEPROVIDED 61% (127,266 SF) OPEN SPACEIMPERVIOUS SURFACE:MAXIMUM 80% IMPERVIOUSPROVIDED 39% (80,456 SF) IMPERVIOUSBENCHMARK:BASIS OF BEARING OBTAINED FROM GPS OBSERVATIONS DATUM = NAD 83, IOWA SOUTHBENCHMARK DATUM = NAVD88, GEOID 18VICINITY MAPSCALE: 1' = 500'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 NOTEDDSCOHYDI
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 02/29/2020. 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 SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND 2021 SUDAS STANDARD SPECIFICATIONSAND ANY AND ALL CITY/COUNTY SUPPLEMENTAL SPECIFICATIONS. THE CITY OF WAUKEE MUST BE NOTIFIED BY ALL CONTRACTORS 48 HOURS PRIOR TO COMMENCINGWORK.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.17.ALL SIGNAGE REQUIRES SEPARATE SIGN PERMIT APPROVAL FROM THE CITY OF WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT.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:HOME SOLUTIONS OF IOWA
1225 SE LAUREL STREET - WAUKEE, IOWADRL9-14-2021 1ST SUBMITTAL9-28-2021 2ND SUBMITTAL10-12-2021 3RD SUBMITTAL10-26-2021 4TH SUBMITTAL200359PRELIMINARY- NOT FOR CONSTRUCTIONL:\LAND PROJECTS 2020\200359 - HSI SITE PLAN - JOE SMITH\DWG\C0 COVER.DWG10/26/2021 4:39:58 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 - C7.1SITEUTILITY MAPS PROVIDED BY:1. ELECTRIC (MIDAMERICAN / 515-252-6632)2. STORM AND SANITARY (CITY OF WAUKEE / 515-987-7920)3. GAS (CITY OF WAUKEE / 515-987-7920)4. WATER (CITY OF WAUKEE / 515-987-7920)FIRE 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.
HYDTBM: ARROW ON HYDRANTELEV=1033.12WVDEX STORM MHRIM=1032.16FL(S)=1018.69FL(E)=1018.58EX INTAKEGUT=1029.30FL(S)=1023.25FL(N)=1022.87EX INTAKEGUT=1028.99FL(S)=1022.54FL(N)=1022.42DEX STORM MHRIM=1029.04FL(E)=1023.09FL(SW)=1021.74FL(N)=1021.59EX INTAKEGUT=1027.94FL(E)=1023.46FL(W)=1023.38EX INTAKEGUT=1027.91FL(E)=1023.76FL(W)=1023.56SEX SAN MHRIM=1028.94INV(W)=1018.32INV(E)=1018.22ESEX SAN MHRIM=1036.52INV(N)=1020.22INV(S)=1020.15INV(E)=1020.07EX INTAKEGUT=1039.10FL(S)=1034.90FL(NE)=1034.79EX INTAKEGUT=1039.08FL(S)=1034.99FL(N)=1034.89EX 24" FESFL=1034.32SEX SAN MHRIM=1040.09INV(W)=1029.39A/CGMEX 24" FESFL=1025.81EX 54" FESFL=1017.04[][][][][][][][][]EX 6' STEEL FENCEELECELECELEC EX 6' STEEL FENCEXXXST54"ST54"ST 48"ST 48"ST 48"ST 48"ST 48"
ST 24"
ST 42"SAN8"SAN8"SAN8"SAN8"SAN8"EX BUILDINGEX BUILDINGEX BUILDING(S89°52'00"E 613.76')SE BRICK DRIVE
(PUBLIC STREET - CONCRETE SURFACE)SE LAUREL STREET(PUBLIC STREET - CONCRETE SURFACE)15' PUBLIC STORMSEWER EASEMENTBK. 2007, PG. 1532110' P.U.E.BK. 2007, PG. 1532115' PRIVATE LANDSCAPEEASEMENTBK. 2007, PG. 1532115' PRIVATE LANDSCAPEEASEMENTBK. 2007, PG. 1532110' P.U.E.
BK. 2007, PG. 15321 15' BUILDING SETBACK LINE25' BUILDING SETBACK LINE25' BUILDING SETBACK LINE25' BUILDING SETBACK LINE15' PUBLIC ROADWAYEASEMENTBK. 2007, PG. 15321 10351031103310321033103410351036103710351037 1034 1035103810401033 10351038103410321028103010311032103110271029 10301031103010291031
102910311033103510371039(N89°38'17"W 114.27')(N89°38'54"W 474.70')(N00°08'00"E 364.10')
(N00°10'36"E 265.59')(N00°11'03"E 121.24')(S45°14'33"W 39.37')LOT 1LOT 2LOT 3LOT 1LOT 1OWNER:AMERCO REALESTATE COMPANYZONE:M-1OWNER:TKG III IOWA, LLCZONE:M-1OWNER:ALICE PLACE LPZONE:R-3 PDOWNER:JNB HOMETOWNHARBOR WAUKEE LPZONE:R-3 PDOWNER:MII - WAUKEE, LLCZONE:C-1 PDEX PONDEX 6' CHAINLINK FENCE80' R.O.W.70' R.O.W.10321031W12"W12"W12"W12"W12"W12"W12"W12"WW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"SAN8"SAN8"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"EX LOCATION PERCITY OF WAUKEEUTILITY MAPEX LOCATION PERCITY OF WAUKEEUTILITY MAPEX LOCATION PERCITY OF WAUKEEUTILITY MAPEX LOCATIONPERCITY OFWAUKEEUTILITY MAP1027.968" SAN STUB30 L.F @2.0%25' LANDSCAPEBUFFER EASEMENT31.66'31.4'24"24"48"30"24"42"25' LANDSCAPE BUFFER
EASEMENT
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:HOME SOLUTIONS OF IOWA
1225 SE LAUREL ST., WAUKEE, IOWA
SITE SURVEYMDM200359C0.2HOME SOLUTIONS OF IOWASITE SURVEYVICINITY MAPSCALE: 1' = 500'L:\LAND PROJECTS 2020\200359 - HSI SITE PLAN - JOE SMITH\DWG\C0 SITE SURVEY.DWG10/26/2021 4:40:03 PM IOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.PROPERTY DESCRIPTION:(WARRANTY DEED BOOK 2020, PAGE 916)LOT 1 IN WILLIAMS POINTE PLAT 13, AN OFFICIAL PLAT, NOWINCLUDED IN AND FORMING A PART OF THE CITY OF WAUKEE,DALLAS COUNTY, IOWA.SUBJECT TO AND TOGETHER WITH ANY AND ALL EASEMENTSAND RESTRICTION OF RECORD.SAID TRACT CONTAINS 4.77 ACRES (207,698 SQUARE FEET)MORE OR LESS.ADDRESS:1225 LAUREL STREETWAUKEE, IOWA 50263OWNER:J.E.S. INVESTMENTS, LLC16180 SE LAUREL STREETWAUKEE, IOWA 50263PREPARED FOR:HOME SOLUTIONS OF IOWAATTN: JOE SMITH16180 SE LAUREL STREETWAUKEE, IOWA 50263ZONING:INFORMATION OBTAINED FROM CITY OF WAUKEE ZONING MAPM-1/PD-1FOR AN OFFICIAL ZONING REPORT PLEASE CALL CITY OFWAUKEE AT 515-978-7900SITE CONTROL AND BENCHMARKS:BASIS OF BEARING OBTAINED FROM GPS OBSERVATIONS DATUM = NAD 83, IOWA SOUTHBENCHMARK DATUM = NAVD88, GEOID 18UTILITY 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: 02-29-2020COPYRIGHT 2020 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 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 NOTEDDSCOHYDI
CVWWSOYADREEMEELECEJEPGMGVA/CTTELTTSFOF/OTVWWVC0.2UTILITY MAPS PROVIDED BY:1. ELECTRIC (MIDAMERICAN / 515-252-6632)2. STORM AND SANITARY (CITY OF WAUKEE / 515-987-7920)3. GAS (CITY OF WAUKEE / 515-987-7920)4. WATER (CITY OF WAUKEE / 515-987-7920)GRAPHIC SCALE040204080SCALE: 1" =40'F/OSITE
HYDTBM: ARROW ON HYDRANTELEV=1033.12WVDEX STORM MHRIM=1032.16FL(S)=1018.69FL(E)=1018.58EX INTAKEGUT=1029.30FL(S)=1023.25FL(N)=1022.87EX INTAKEGUT=1028.99FL(S)=1022.54FL(N)=1022.42DEX STORM MHRIM=1029.04FL(E)=1023.09FL(SW)=1021.74FL(N)=1021.59EX INTAKEGUT=1027.94FL(E)=1023.46FL(W)=1023.38EX INTAKEGUT=1027.91FL(E)=1023.76FL(W)=1023.56SEX SAN MHRIM=1028.94INV(W)=1018.32INV(E)=1018.22ESEX SAN MHRIM=1036.52INV(N)=1020.22INV(S)=1020.15INV(E)=1020.07EX INTAKEGUT=1039.10FL(S)=1034.90FL(NE)=1034.79EX INTAKEGUT=1039.08FL(S)=1034.99FL(N)=1034.89EX 24" FESFL=1034.32SEX SAN MHRIM=1040.09INV(W)=1029.39A/CGMEX 24" FESFL=1025.81[][][][][][][][][][][][]EX 6' STEEL FENCEELECELECELEC EX 6' STEEL FENCEXXXXST54"ST54"ST24"
ST 48"ST 48"ST 48"ST 48"ST 48"ST 48"ST 48"
ST 24"ST24"ST 42"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"EX BUILDINGEX BUILDINGEX BUILDINGSE BRICK DRIVE
(PUBLIC STREET - CONCRETE SURFACE)SE LAUREL STREET(PUBLIC STREET - CONCRETE SURFACE)15' PUBLIC STORMSEWER EASEMENTBK. 2007, PG. 1532110' P.U.E.BK. 2007, PG. 1532115' PRIVATE LANDSCAPEEASEMENTBK. 2007, PG. 1532115' PRIVATE LANDSCAPEEASEMENTBK. 2007, PG. 1532110' P.U.E.
BK. 2007, PG. 15321
15' PUBLIC ROADWAY
EASEMENT
BK. 2007, PG. 15321 1035103110331032103310341035103610371035
10
3
7
1034
103510381040
1033 10351038103410321028103010311032103110271029 10301031103010291031
102910311033103510371039LOT 1LOT 2LOT 3LOT 1LOT 1EX PONDEX 6' CHAINLINK FENCE10321031W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"WW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"SAN8"SAN8"SAN8"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"EX LOCATION PERCITY OF WAUKEEUTILITY MAPEX LOCATION PERCITY OF WAUKEEUTILITY MAPEX LOCATION PERCITY OF WAUKEEUTILITY MAPEX LOCATIONPERCITY OFWAUKEEUTILITY MAP1027.968" SAN STUB30 L.F @2.0%25' LANDSCAPEBUFFER EASEMENT31.66'31.4'24"24"48"30"24"42"25' LANDSCAPE BUFFER
EASEMENTSAWCUT/ GRIND CURBTO BE IN COMPLIANCE FORA SUDAS TYPE A APPROACH (W/ RADII)SAWCUT/ GRIND CURBTO BE IN COMPLIANCE FORA SUDAS TYPE A APPROACH (W/ RADII)REMOVE EXISTINGTREES AS NEEDED FORPROPOSEDIMPROVEMENTSPROTECT EXFENCEPROTECT EX FENCE79.8'RELOCATE SIGNPER CITY OF WAUKEESTANDARDSREMOVE 55 LF OF STORMSEWER AND FESPROTECT EX MANHOLEAND CURB INTAKESPROTECT EXELECTRICPROTECT EX ELECTRICALAND ADJUST TO GRADEPROTECT EX MANHOLEPROTECT EX FENCEREMOVE EX FES AND24 L.F 24" RCPPROTECT EX MANHOLEPROTECT EX INTAKESPROTECT EX LIGHT POLEPROTECT EX ELECTRICAL71.45'DEMO 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.4.ADJUST UTILITIES UNDER PROPOSED SIDEWALK ASNECESSARY.5.PROTECT ALL LIGHT POLES. COORDINATE WITH CITY ONRELOCATION OR CALL BISHOP ENGINEERING IF CONFLICTARISES.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:HOME SOLUTIONS OF IOWA
1225 SE LAUREL STREET - WAUKEE, IOWADRL9-14-2021 1ST SUBMITTAL9-28-2021 2ND SUBMITTAL10-12-2021 3RD SUBMITTAL10-26-2021 4TH SUBMITTAL200359PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE030153060L:\LAND PROJECTS 2020\200359 - HSI SITE PLAN - JOE SMITH\DWG\C1 DEMO.DWG10/26/2021 4:40:09 PM
XPROPOSED BUILDING - PHASE 1WAREHOUSE = 10,618 SFOFFICE = 2,328 SFFF = 1035.007" PCC7" PCC7" PCC5" PCC SIDEWALK5" PCC SIDEWALKR5'R
5
'R15'ADJUST AS NECESSARY5" PCC TURNEDDOWN WALKHANDICAPPEDSIGNSTRUCTURAL STOOP(REF ARCH)STRUCTURAL STOOP(REF ARCH)STRUCTURAL STOOP(REF ARCH)STRUCTURAL STOOP(REF ARCH)OVERHEADDOORSOVERHEADDOORSLOADING DOCKSTSTSTSTR15'R15'R
2
5
'R25'R105'R100'R100'R95'HYDDTAPER CURBTAPER CURBTAPER CURBTAPER CURBTAPER CURBTAPER SIDEWALKADJUST AS NECESSARYADJUST AS NECESSARYSUDAS TYPE ADRIVE CONNECTIONSUDAS TYPE ADRIVE CONNECTIONMONUMENTSIGNTRASHENCLOSURE(REF ARCH)R
5
'R5'R5'R
5
'
R
5
'R5'R5'85.0'30.0'25.0'30.0'25.0'90.0'50.4'6.0'34.6'144.0'W6"W6"W6"W6"W6"W6"W6"W6"W6"W6"W6"W6"W6"W6"WVWVDDHYD
G 4"RETAINING WALL(REF STRUCTURAL)SANCOXXX X XXXXXXX602 LF 6' OPAQUE PVCPRIVACY FENCE(BY OTHERS)10'16.69'16.29'16'
26'9'25'303.39'95.23'
5'5'18'
26'9'18'5'30'35.5'65.5'30'55.88'55.97'12'10'69.81'55'
11.18'
16.08'
30'
2'5'5'5'X10'HYDWVDDSESSA/CGM[][][][][][][][][][][][]EX 6' STEEL FENCEELECELECELEC EX 6' STEEL FENCEXXXXST54"ST54"ST 48"ST 48"ST 48"ST 48"ST 48"ST 48"ST 48"
ST 24"ST24"ST 42"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"EX BUILDINGEX BUILDINGEX BUILDING(S89°52'00"E 613.76')SE BRICK DRIVE
(PUBLIC STREET - CONCRETE SURFACE)SE LAUREL STREET(PUBLIC STREET - CONCRETE SURFACE)15' PUBLIC STORMSEWER EASEMENTBK. 2007, PG. 1532110' P.U.E.BK. 2007, PG. 1532115' PRIVATE LANDSCAPEEASEMENTBK. 2007, PG. 1532115' PRIVATE LANDSCAPEEASEMENTBK. 2007, PG. 1532110' P.U.E.
BK. 2007, PG. 15321 15' BUILDING SETBACK LINE25' BUILDING SETBACK LINE25' BUILDING SETBACK LINE 25' BUILDING SETBACK LINE15' PUBLIC ROADWAY
EASEMENT
BK. 2007, PG. 15321 (N89°38'17"W 114.27')(N89°38'54"W 474.70')(N00°08'00"E 364.10')
(N00°10'36"E 265.59')(N00°11'03"E 121.24')(S45°14'33"W 39.37')LOT 1LOT 2LOT 3LOT 1LOT 1AMERCO REALESTATE COMPANYOWNER:TKG III IOWA, LLCZONE:M-1OWNER:ALICE PLACE LPZONE:R-3 PDOWNER:JNB HOMETOWNHARBOR WAUKEE LPZONE:R-3 PDOWNER:MII - WAUKEE, LLCZONE:C-1 PDEX PONDEX 6' CHAINLINK FENCE80' R.O.W.70' R.O.W.
W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"WW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"SAN8"SAN8"SAN8"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"25' LANDSCAPEBUFFER EASEMENT25' LANDSCAPE BUFFER
EASEMENT GENERAL NOTES:1.ANY OUTDOOR STORAGE WILL REQUIRE SCREENING.LAYOUT 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:HOME SOLUTIONS OF IOWA
1225 SE LAUREL STREET - WAUKEE, IOWADRL9-14-2021 1ST SUBMITTAL9-28-2021 2ND SUBMITTAL10-12-2021 3RD SUBMITTAL10-26-2021 4TH SUBMITTAL200359PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE030153060L:\LAND PROJECTS 2020\200359 - HSI SITE PLAN - JOE SMITH\DWG\C2 LAYOUT.DWG10/26/2021 4:40:14 PM
X103210341031PROPOSED BUILDING - PHASE 1WAREHOUSE = 10,618 SFOFFICE = 2,328 SFFF = 1035.00STSTSTST10341
0
3
2
10311031103010291028102710261025HYDDOVERFLOWROUTE11.6%21.4%12.6%13.3%19.1%9.5%5.5%
5.5%
4.4
%
2
.
3%
25.0%25.0%25.0%
4.5%100 YR ELEVATIONCHANNEL PROTECTION ELEVATIONWATER QAULITY ELEVATION2.2%2.0%2.0%2.3%85.0'30.0'25.0'30.0'25.0'90.0'50.4'6.0'34.6'144.0'
1.5%1.1%1.5%1.5%W6"W6"W6"W6"W6"W6"W6"W6"W6"W6"W6"W6"W6"W6"WVWVDD
HY DG 4"PROPOSED DETENTION PONDREQUIRED STORAGE: 48,170 C.FPROVIDED STORAGE: 48,710 C.F100 YR PONDING ELEVATION: 1029.47'WATER QUALITY ELEVATION: 1024.38'CHANNEL PROTECTION ELEVATION: 1026.54'BIORETENTION IMPLEMENTEDON BOTTOM OF POND(REF DETAIL 11/C6.1)SANCO103310331034103510361038103710371036103510341033103110301
0
3
4
1029102910291029100 YR PONDINGELEVATION=1032.67100 YR PONDINGELEVATION=1030.90100 YR PONDINGELEVATION=1030.43100 YR PONDINGELEVATION=1028.02100 YR PONDINGELEVATION=1033.111029.88 EX1029.15 EX1032.71 EX1033.86 EX1037.42 EX1035.97 EX1036.52 EX1028.91OVERTOPPING1033.75T/C1033.25G1033.49T/C1032.99G1034.85T/C1034.35G1032.11T/C1031.61GOVERTOPPING1030.53T/C1030.03G1031.80T/C1031.30G1032.93T/C1032.43G1033.42T/C1032.92G1031.16T/C1030.66G1032.21T/C1031.71G1031.57T/C1031.07GOVERTOPPING1030.58T/C1030.08G1033.32T/C1032.82G1033.86T/C1033.36G1032.70T/W1032.70T/W1032.70B/W1032.70B/W1035.521035.441035.371035.291033.761033.681033.621033.541029.371029.291029.241029.321028.85 EX1029.39 EX1028.95 EX1029.61 EX1028.70 EX1028.34 EX1028.62 EX1028.26 EX1031.251031.301031.331031.381030.36 EX1030.60 EX1030.89 EX1031.13 EX1031.041030.991030.921030.971032.87 EX1032.93 EX1032.041027.311030.79 EX1031.63 EX1032.12T/C1031.62G1032.19T/C1031.69G1031.56T/C1031.06G1031.49T/C1030.99G1032.39B/W1032.39B/W1024.381030.991031.061031.601031.681029.501029.501035.001035.00T/W1035.00T/W1031.00B/W1031.00B/W1034.791034.931035.001039.21T/C1038.71G1033.92T/C1033.42G1034.221035.001035.001035.001034.79T/C1034.29G1034.87T/C1034.37G1034.87T/C1034.37G1034.79T/C1034.29G1034.10T/C1033.60G1034.19T/C1033.69G1034.651033.851034.931035.001035.001035.001034.921034.921035.081036.47T/C1035.97G1036.54T/C1036.04G1036.76T/C1036.26G1038.10T/C1037.60G1037.75T/C1037.25G1038.811038.381037.921038.341039.041039.691039.911039.951040.031039.981037.971037.871038.281038.331038.261038.211036.59T/C1036.09G1035.70T/C1035.20G1035.45T/C1034.95G1035.26T/C1034.76G1034.651034.551034.841034.791034.871034.921035.691035.641035.561035.611033.52T/C1033.02G1032.85T/C1032.35GOVERTOPPING1032.37T/C1031.87G1032.69T/C1032.19G1032.381033.001033.021032.971033.661033.571033.661034.271033.631034.271034.331034.411034.941034.941035.001035.001034.221034.161034.001033.531033.391035.001034.421035.001034.551034.601033.571032.93T/C1032.43G1032.88T/C1032.38G1034.21T/C1033.71G1039.281039.361040.07 EX1040.15 EX1032.021039.631034.531033.171032.67XXX X XXXXXXX1.2%
0.8%1031.13OVERFLOW ROUTE1028.50OVERFLOW ROUTE1024.301024.301024.30X
HYDWVDDSESSA/CGM[][][][][][][][][][][][]EX 6' STEEL FENCEELECELECELEC EX 6' STEEL FENCEXXXXST54"ST 48"ST 48"ST 48"ST 48"ST 48"ST 48"ST 48"
ST 24"ST24"ST 42"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"EX BUILDINGEX BUILDINGEX BUILDINGSE BRICK DRIVE
(PUBLIC STREET - CONCRETE SURFACE)SE LAUREL STREET(PUBLIC STREET - CONCRETE SURFACE)15' PUBLIC STORMSEWER EASEMENTBK. 2007, PG. 1532110' P.U.E.BK. 2007, PG. 1532115' PRIVATE LANDSCAPEEASEMENTBK. 2007, PG. 1532115' PRIVATE LANDSCAPEEASEMENTBK. 2007, PG. 1532110' P.U.E.
BK. 2007, PG. 15321 15' BUILDING SETBACK LINE25' BUILDING SETBACK LINE25' BUILDING SETBACK LINE 25' BUILDING SETBACK LINE15' PUBLIC ROADWAY
EASEMENT
BK. 2007, PG. 15321 103510311033103210331034103510361037103
5
10
3
7
1034
103510381040
1033 10351038103410321028103010311032103110271029 10301031103010291031
102910311033103510371039LOT 1LOT 2LOT 3LOT 1LOT 1EX PONDEX 6' CHAINLINK FENCE10321031W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"WW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"SAN8"SAN8"SAN8"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"25' LANDSCAPEBUFFER EASEMENT25' LANDSCAPE BUFFER
EASEMENT 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:HOME SOLUTIONS OF IOWA
1225 SE LAUREL STREET - WAUKEE, IOWADRL9-14-2021 1ST SUBMITTAL9-28-2021 2ND SUBMITTAL10-12-2021 3RD SUBMITTAL10-26-2021 4TH SUBMITTAL200359PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE030153060GRADING 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 2020\200359 - HSI SITE PLAN - JOE SMITH\DWG\C3 GRADING.DWG10/26/2021 4:40:21 PM
STSTSTST1.0%0.0%1.0%
7.3%
7.9%5.0%1.0%5.0%1.4%1.0%1.5%0.9%6.4%6.8%1.5%0.0%1.5%0.0%8.0%1.5%8.0%1.0%1.5%1.0%1.0%0.8%1.0%1.5%6.0'34.6'1035.001035.001034.941034.941034.261034.411033.661033.661033.021032.971034.171034.231034.271034.331034.13T/C1033.63G1034.21T/C1033.71G1033.571033.571033.89T/C1033.39G1034.03T/C1033.53G1032.93T/C1032.43G1032.88T/C1032.38G0.8%G 4"0.8%0.6%SANSAN10373.5%3.0%1.0%1.0%1.5%1.5%
1.5%
1.5%
1.5%
1.6%D6.5%7.5%1.5%1.5%0.8%1.0%5.0%3.0%1039.361039.281039.911039.951040.031039.981040.15 EX1040.07 EX1037.871037.971038.281038.211038.261038.3310381039.631.2%
0.8%SST
24"1039G4"G4"G4"G4"G4"G4"3.0%
3.4%1.5%1.5%1.0%
1.0%
8.0%
7.4%1.0%1.5%1.0%1.5%1031.041030.971030.921030.991031.701031.621031.061030.991031.251031.331031.381031.301.5%1.5%1.5%1.5%1.3%ST 48"ST 48"ST 48"ST 48"ST 48"1031WWWWG 2"G 2"G 2"G 2"G 2"
1.5%1.0%1.5%1.0%2.4%
3.0%1.0%1.5%1.0%1.5%1.0%2.0%1034.651034.551034.791034.841034.921034.871035.641035.561035.611035.691.5%1.5%
2.1%
2.1%SANSANSANCO10361035ESSAN8"SAN8"G4"G4"G4"G4"SAN8"150GRADING DETAILSC3.2REFERENCE 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:HOME SOLUTIONS OF IOWA
1225 SE LAUREL STREET - WAUKEE, IOWADRL9-14-2021 1ST SUBMITTAL9-28-2021 2ND SUBMITTAL10-12-2021 3RD SUBMITTAL10-26-2021 4TH SUBMITTAL200359PRELIMINARY- NOT FOR CONSTRUCTION
GRAPHIC SCALE01051020GRADING 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/C150.50150150.50T/S150.50B/SL:\LAND PROJECTS 2020\200359 - HSI SITE PLAN - JOE SMITH\DWG\C3 GRADING.DWG10/26/2021 4:40:33 PM
ADA PARKING GRADING DETAILSCALE: 1'' = 10'SE LAUREL STREET SIDEWALK CONNECTIONGRADING DETAILSCALE: 1'' = 10'SE BRICK DRIVE SIDEWALK CONNECTION GRADINGDETAILSCALE: 1'' = 10'PEDESTRIAN SIDEWALK CONNECTION GRADINGDETAILSCALE: 1'' = 10'
XPROPOSED BUILDING - PHASE 1WAREHOUSE = 10,618 SFOFFICE = 2,328 SFFF = 1035.00CONNECT SAN SERVICE TOBUILDING (REF MECH. FORCONTINUATION)STSTSTSTHYDSTRUCTURE #1SW-501 INTAKET/C=1032.37FL(N)=1029.76STRUCTURE #4SW-501 INTAKET/C=1030.08FL(S)=1025.85FL(N)=1025.47STRUCTURE #330" NYLOPLAST BASINT/C=1027.45FL(N)=1026.02STRUCTURE #2A18" FESFL(W)=1024.30STRUCTURE #1A15" FESFL(S)=1024.30STRUCTURE #4A15" FESFL(S)=1024.30STRUCTURE #624" FESFL(NE)=1024.3857LF 15" RCP @ S=2.05%181LF 18" RCP @ S=0.50%279LF 15" RCP @ S=1.95%37LF 24" RCP @ S=2.37%16LF 15" RCP @ S=1.10%72LF 8" N-12 @ S=1.00%DROOF DRAINCONNECTIONROOF DRAINCONNECTIONTRANSFORMERCRITICAL CROSSINGBTM OF STORM: 1026.08TOP OF WATER: 1024.58CRITICAL CROSSINGBOTTOM OF STORM: 1024.79TOP OF WATER: 1023.29CRITICAL CROSSINGBOTTOM OF STORM: 1024.79TOP OF WATER: 1023.29FIRE RISERROOMFIRE DEPARTMENTCONNECTION LOCATION17 L.F 6" FIRECONNECTION6" GATE VALVEAND BOXHYDRANTASSEMBLEGAS CONNECTIONREF MECH FORCONTINUATIONSTRUCTURE #6A48"x48" SW-402 MANHOLERIM=1032.01FL(SW)=1023.50FL(E)=1023.4085.0'30.0'25.0'30.0'25.0'90.0'50.4'6.0'34.6'144.0'25LF 24" RCP @ S=1.00%W6"W6"W6"W6"W6"W6"W6"W6"W6"W6"W6"W6"W6"W6"WVWV4" GATE VALVEAND BOX17 L.F 4" DOMESTICWATERDD STRUCTURE #1024" FESFL(SE)=1029.90139LF 24" RCP @ S=1.39%STRUCTURE #948" SW-401 MANHOLERIM=1034.53FL(S)=1031.93FL(NW)=1031.83259LF 24" RCP @ S=1.00%STRUCTURE #860" SW-401 MANHOLERIM=1039.63FL(N)=1034.52FL(SW)=1034.42 EXHY DG 4"INSTALL MANHOLEOVER EX STORM SEWERCONNECT TO EX SAN SERVICE STUBCONTRACTOR TO FIELD VERIFY INVERTSAN84LF 6" SAN SWR @ S=9.70%COSTRUCTURE #11CLEANOUTRIM =1034.88INV(NW)=1021.82INV(S)=1020.82±(FIELD VERIFY)6"x6" TEE45° BEND45° BENDSTRUCTURE #5TRENCH DRAINRIM=1031.00FL(NE)=1026.78132LF 15" RCP @ S=0.50%STRUCTURE #7SW-501 INTAKET/C=1033.17FL(E)=1026.06FL(N)=1025.96XXX X XXXXXXXSTRUCTURE #2SW-505 INTAKET/C=1030.53FL(S)=1025.30FL(E)=1025.20X
CONNECT TO EXISTING 6"WATER SERVICE STUB;CONTRACTOR TO FIELDVERIFY DEPTH & LOCATIONHYDRANT ASSEMBLY6" TEEHYD
TBM: ARROW ON HYDRANTELEV=1033.12WVDEX STORM MHRIM=1032.16FL(S)=1018.69FL(E)=1018.58EX INTAKEGUT=1029.30FL(S)=1023.25FL(N)=1022.87EX INTAKEGUT=1028.99FL(S)=1022.54FL(N)=1022.42DEX STORM MHRIM=1029.04FL(E)=1023.09FL(SW)=1021.74FL(N)=1021.59EX INTAKEGUT=1027.94FL(E)=1023.46FL(W)=1023.38EX INTAKEGUT=1027.91FL(E)=1023.76FL(W)=1023.56SEX SAN MHRIM=1028.94INV(W)=1018.32INV(E)=1018.22ESEX SAN MHRIM=1036.52INV(N)=1020.22INV(S)=1020.15INV(E)=1020.07EX INTAKEGUT=1039.10FL(S)=1034.90FL(NE)=1034.79EX INTAKEGUT=1039.08FL(S)=1034.99FL(N)=1034.89SEX SAN MHRIM=1040.09INV(W)=1029.39A/CGM[][][][][][][][][][][][]EX 6' STEEL FENCEELECELECELEC EX 6' STEEL FENCEXXXXST54"ST54"ST 48"ST 48"ST 48"ST 48"ST 48"ST 48"ST 48"
ST 24"ST24"ST 42"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"EX BUILDINGEX BUILDINGEX BUILDINGSE BRICK DRIVE
(PUBLIC STREET - CONCRETE SURFACE)SE LAUREL STREET(PUBLIC STREET - CONCRETE SURFACE)15' PUBLIC STORMSEWER EASEMENTBK. 2007, PG. 1532110' P.U.E.BK. 2007, PG. 1532115' PRIVATE LANDSCAPEEASEMENTBK. 2007, PG. 1532115' PRIVATE LANDSCAPEEASEMENTBK. 2007, PG. 1532110' P.U.E.
BK. 2007, PG. 15321 15' BUILDING SETBACK LINE25' BUILDING SETBACK LINE25' BUILDING SETBACK LINE 25' BUILDING SETBACK LINE15' PUBLIC ROADWAY
EASEMENT
BK. 2007, PG. 15321
LOT 1LOT 2LOT 3LOT 1LOT 1EX PONDEX 6' CHAINLINK FENCEW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"WW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"SAN8"SAN8"SAN8"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"EX LOCATION PERCITY OF WAUKEEUTILITY MAPEX LOCATION PERCITY OF WAUKEEUTILITY MAPEX LOCATION PERCITY OF WAUKEEUTILITY MAPEX LOCATIONPERCITY OFWAUKEEUTILITY MAP8" SAN STUB30 L.F @2.0%25' LANDSCAPEBUFFER EASEMENT24"24"48"30"24"42"25' LANDSCAPE BUFFER
EASEMENT UTILITY 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.9.REMOVE TEMPORARY BLOW OFF DEVICE AND CONNECT TO SERVICE STUB FOR WATERCONNECTION.10.ANY ROOF MOUNTED OR GROUND MOUNTED MECHANICAL UNITS WILL REQUIRE SCREENING FROMPUBLIC VIEW.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:HOME SOLUTIONS OF IOWA
1225 SE LAUREL STREET - WAUKEE, IOWADRL9-14-2021 1ST SUBMITTAL9-28-2021 2ND SUBMITTAL10-12-2021 3RD SUBMITTAL10-26-2021 4TH SUBMITTAL200359PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE040204080L:\LAND PROJECTS 2020\200359 - HSI SITE PLAN - JOE SMITH\DWG\C4 UTILITY.DWG10/26/2021 4:40:40 PM
X103210341031PROPOSED BUILDING - PHASE 1WAREHOUSE = 10,618 SFOFFICE = 2,328 SFFF = 1035.00STSTSTST10341
0
3
2
10311031103010291028102710261025HYDDW6"W6"W6"W6"W6"W6"W6"W6"W6"W6"W6"W6"W6"W6"WVWVDD
HY DG 4"SANCO103310331034103510361038103710371036103510341033103110301
0
3
4
1029102910291029XXX X XXXXXXXX
DDESSA/CGM[][][][][][][][][][][][]EX 6' STEEL FENCEELECELECELEC EX 6' STEEL FENCEXXXXST54"ST 48"ST 48"ST 48"ST 48"ST 48"ST 48"ST 48"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"EX BUILDINGSE BRICK DRIVE
(PUBLIC STREET - CONCRETE SURFACE)SE LAUREL STREET(PUBLIC STREET - CONCRETE SURFACE)15' PUBLIC STORMSEWER EASEMENTBK. 2007, PG. 1532110' P.U.E.BK. 2007, PG. 1532115' PRIVATE LANDSCAPEEASEMENTBK. 2007, PG. 1532115' PRIVATE LANDSCAPEEASEMENTBK. 2007, PG. 1532110' P.U.E.
BK. 2007, PG. 15321 15' BUILDING SETBACK LINE25' BUILDING SETBACK LINE25' BUILDING SETBACK LINE25' BUILDING SETBACK LINE15' PUBLIC ROADWAY
EASEMENT
BK. 2007, PG. 15321 103510311033103210331034103510361037103
5
10
3
7
1034
103510381040
1033 10351038103410321028103010311032103110271029 10301031103010291031
102910311033103510371039EX 6' CHAINLINK FENCE10321031WW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"SAN8"SAN8"SAN8"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"1027.9625' LANDSCAPEBUFFER EASEMENT25' LANDSCAPE BUFFER
EASEMENT MM7RO1RO3SH1SH2SW2OG2SW1RO1RO1SW2WP21SH1KC1SH1BX11RD18LD9AW44RD7BX6WA1PF2WA2PF2WA2PF2NS8KC6MM7WA2SB1BH2BH2NS7BH6SB1PF2BH2SB2SB3JT2SB3JT2SB3JT2BH7SH1SW1SW1BX9ANNUALS AROUNDSIGN (BY OWNER)AW44KF8LANDSCAPE 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:HOME SOLUTIONS OF IOWA
1225 SE LAUREL STREET - WAUKEE, IOWADRL9-14-2021 1ST SUBMITTAL9-28-2021 2ND SUBMITTAL10-12-2021 3RD SUBMITTAL10-26-2021 4TH SUBMITTAL200359PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE030153060PLANTING SCHEDULEL:\LAND PROJECTS 2020\200359 - HSI SITE PLAN - JOE SMITH\DWG\C5 LANDSCAPE.DWG10/26/2021 4:40:52 PM GENERAL LANDSCAPE REQUIREMENTSTOTAL SQUARE FOOTAGE OF PROJECT AREA207,722 SFREQUIRED OPEN SPACE(20%)41,545 SFOPEN SPACE PROVIDED (40.1%)127,266SFGENERAL OPEN SPACE REQUIREMENTTOTAL REQUIRED TREES (1 / 1000 SF REQUIRED OPEN SPACE)42 MINIMUM 50% OVERSTORY21 TOTAL OVERSTORY PROVIDED21 TOTAL TREES PROVIDED42TOTAL REQUIRED SHRUBS (1 / 1000 SF REQUIRED OPEN SPACE)42 TOTAL SHRUBS PROVIDED44SE LAUREL STREET REQUIREMENTS (25')TOTAL LENGTH OF BUFFER (THIS PHASE ONLY, MINUS DRIVE ENTRANCE)470 LFREQUIRED OVERSTORY TREES (1 / 50 LF)10 TOTAL OVERSTORY PROVIDED10REQUIRED EVERGREEN TREES (2 / 50 LF)19 TOTAL EVERGREEN PROVIDED19REQUIRED UNDERSTORY TREES (2 / 50 LF)19 TOTAL UNDERSTORY PROVIDED19SE BRICK DRIVE REQUIREMENTS (25')TOTAL LENGTH OF BUFFER (THIS PHASE ONLY, MINUS DRIVE ENTRANCE)359 LFREQUIRED OVERSTORY TREES (1 / 50 LF)8 TOTAL OVERSTORY PROVIDED8REQUIRED EVERGREEN TREES (2 / 50 LF)15 TOTAL EVERGREEN PROVIDED15REQUIRED UNDERSTORY TREES (2 / 50 LF)15 TOTAL UNDERSTORY PROVIDED15SEED: SEED TYPE TO BE "RAIN GARDEN MIXTURE" SUPPLIED BY UNITED SEEDS (OR APPROVED EQUAL).INSTALL WITH MECHANICAL DRILL TYPE SEEDER AT A RATE OF 15 LBS PER ACRE. SEEDING DATES, SITEPREPARATION, SEEDING INSTALLATION, WATER REQUIREMENTS, FERTILIZING, AND MOWING PER UNITEDSEEDS TECH BULLETIN FOR SEED TYPE.IRRIGATION NOTES:·FOR BIDDING PURPOSES, THIS PROJECT DOES NOT INCLUDE A SITE IRRIGATION SYTEM.·CONTRACTOR SHALL SUBMIT TO THE OWNER OR OWNER'S REPRESENTATIVE A SEPARATEPROPOSAL FOR A SITE IRRIGATION SYSTEM. PROPOSAL SHALL BE DESIGN/BUILD FOR A COMPLETEOPERATIONAL IRRIGATION SYSTEM APPROPRIATE FOR THE SITE. IRRIGATION CONTRACTOR SHALLBE RESPONSIBLE FOR ALL DESIGN, COORDINATION, TESTING, PERMITS, INSPECTIONS, ETC.LEGENDSOD: PROVIDE AND INSTALL SOD FROM LOCAL SUPPLIERS. AREAS TO BE SODDED MUST BE FREE OF ALLCONSTRUCTION DEBRIS AND ANY DIRT CLUMPS OVER 1" IN DIAMETER. THOROUGHLY WATER SOD UPONINSTALLATION. CONTRACTOR TO MAINTAIN WATERING UNTIL SOD IS ESTABLISHED (ROOTS KNITTED INTOSUBSURFACE)LANDSCAPE NOTES:1.ALL SODDING, SEEDING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS, UNLESS SPECIFIED OTHERWISE.2.SOD/SEED ALL DISTURBED AREAS WITHIN THE CONTRACT LIMITS, UNLESS NOTED OTHERWISE. SOD/SEED LIMITS SHOWN ON PLAN ARE FOR REFERENCE ONLY. FINALLIMITS MAY CHANGE BASED ON CONSTRUCTION ACTIVITIES. REFER TO PLAN FOR EXTENTS OF SEEDED AREA3.ALL DISTURBED R.O.W. MUST BE REPAIRED WITH SOD, NO SEEDING ALLOWED IN PUBLIC R.O.W.4.STAKE SOD ON ALL SLOPES 3 : 1 OR GREATER.5.PLANT QUANTITIES ARE FOR CONTRACTORS CONVENIENCE, THE DRAWING SHALL PREVAIL IF A CONFLICT OCCURS.6.ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1).7.CONTRACTOR SHALL WARRANTY ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF INITIAL ACCEPTANCE.8.FOR WARRANTY PURPOSES, THE DATE OF INITIAL ACCEPTANCE SHALL BE SUBMITTED IN WRITING TO THE OWNER AND/OR OWNER'S REPRESENTATIVE AFTER ALL PLANTMATERIALS HAVE BEEN INSTALLED AND REVIEWED BY OWNER OR OWNER'S REPRESENTATIVE. PLANT MATERIALS WILL ONLY BE ACCEPTED IF THEY ARE IN AN ALIVE ANDTHRIVING CONDITION.9.CONDITIONAL ACCEPTANCE OF PLANT MATERIAL MAY BE GIVEN FOR PLANTS INSTALLED IN A DORMANT CONDITION WITH INITIAL ACCEPTANCE OCCURRING THEFOLLOWING SPRING ONCE THEY ARE SHOWN TO BE ALIVE AND THRIVING.10.IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE IDENTIFICATION TAGS AND CORDS ON ALL PLANT MATERIAL PRIOR TO THE COMPLETION OF THE CONTRACT.IDENTIFICATION TAGS (INCLUDING SIZING INFORMATION) MUST BE LEFT ON UNTIL AFTER ACCEPTANCE BY OWNER OR OWNER'S REPRESENTATIVE.11.CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES, SHRUBS AND GROUND COVER BEDS TO A DEPTH OF 4 INCHES, UNLESS NOTED.12.STAKING AND GUYING OF TREES SHALL BE AT THE DISCRETION OF THE CONTRACTOR BASED ON CURRENT ACCEPTED NURSERY STANDARDS. GENERALLY, TREES INLARGE OPEN AREAS SUBJECT O SIGNIFICANT WIND SHALL BE STAKED. STAKE AND WRAP TREES IMMEDIATELY AFTER PLANTING. CONTRACTOR SHALL ADJUST ANDMAINTAIN GUYING TENSION THROUGHOUT THE PLANT ESTABLISHMENT PERIOD. REMOVE ALL STAKES AND GUY WIRES NO MORE THAN ONE YEAR AFTER INSTALLATION.13.THE LANDSCAPING CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BEFORE STARTING ANY SITE WORK OR PLANTING. THE CONTRACTOR SHALL BE RESPONSIBLE FORTHE PROTECTION OF ALL EXISTING UTILITIES.14.NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE LANDSCAPE ARCHITECT.15.ALL EDGING SHALL BE NATURAL LIMESTONE EDGING - 6" WIDTH, 36" LENGTHS, SAW CUT ENDS FOR SMOOTH JOINTING. SET TOP OF STONE 1 /2" ABOVE CROWN OFADJACENT SOD. FINISH GRADE ON PLANTING BED SIDE OF STONE SHALL ALLOW FOR FULL DEPTH OF MUCH TO BE INSTALLED.16.CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEW PLANTS FOR A PERIOD OF 30 DAYS.17.ALL SHRUB AND PERENNIAL PLANTING BEDS SHALL BE MULCHED WITH 4" THICK SHREDDED HARDWOOD MULCH.18.ALL BEDS TO RECEIVE GRANULAR PRE-EMERGENT WEED CONTROL BEFORE AND AFTER MULCH IS INSTALLED.EROSION CONTROL: INSTALL ROLLMAX DS 150 EROSION CONTROL MATS (OR EQUIVALENT) THROUGHOUTSEEDED AREAS. MAINTAIN DURING ESTABLISHMENT PERIODFERTILIZER: FERTILIZE ALL SEED TYPE I AREAS WITH PRODUCT SPECIFIED ABOVE AT RATE OF 250 LBS/ACRE.ESTABLISHMENT: SATISFACTORY SEEDED NATIVE STAND: AT END OF MAINTENANCE PERIOD, A HEALTHY,UNIFORM, CLOSE STAND OF NATIVES HAS BEEN ESTABLISHED, FREE OF WEEDS AND SURFACEIRREGULARITIES, WITH COVERAGE EXCEEDING 90 PERCENT OVER ANY 10 SQ. FT. (0.92 SQ. M) AND BARESPOTS NOT EXCEEDING 5 BY 5 INCHES.REESTABLISH LAWNS THAT DO NOT COMPLY WITH REQUIREMENTS AND CONTINUE MAINTENANCE UNTILAREA IS SATISFACTORY.COVER CROP: A COVER CROP OF ANNUAL OATS (OR AS RECOMMENDED BY SEED MANUFACTURER) MAY BENECESSARY FOR IOWA DNR NOD DEPENDING ON TIMING OF SEEDING PERMANENT RAIN GARDEN MIX.DO 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 PIT3'-0"SET ROOTBALL FLUSH WITHFINISHED GRADEDO NOT PLACE MULCH INCONTACT WITH BASE OF TREEPRUNE ANY DEAD/DAMAGEDBRANCHING FROM TREE.MAINTAIN OVERALL APPEARANCE.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:IN ADDITION TO COMMON NURSERY STOCK SIZES LISTED ABOVE, ALL PLANTS MUST ALSO MEET THE CITY OF WAUKEE MINIMUM HEIGHTS AS FOLLOWS:OVERSTORY TREES - 8', EVERGREEN TREES - 6', UNDERSTORY TREES - 6'.
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:HOME SOLUTIONS OF IOWA
1225 SE LAUREL STREET - WAUKEE, IOWADRL9-14-2021 1ST SUBMITTAL9-28-2021 2ND SUBMITTAL10-12-2021 3RD SUBMITTAL10-26-2021 4TH SUBMITTAL200359PRELIMINARY- NOT FOR CONSTRUCTIONL:\LAND PROJECTS 2020\200359 - HSI SITE PLAN - JOE SMITH\DWG\C6 DETAILS.DWG10/26/2021 4:40:57 PM 24" RCP INLETFL ELEV. = 1023.50WEIR WALL ELEVATION = 1029.25WEIR LENGTH = WIDTH OF MANHOLE3.0" DIA. HOLEELEV. = 1025.08OWNER SHALL CLEAN OUTORIFICE AS NECESSARYRIM = 1032.0124" RCP OUTLETFL ELEV. = 1023.25STRUCTURE #6 SW-503SCALE NONE1C6.16" CONCRETE WEIR WALLWQV= 6,779 CFWQV EL = 1024.38'100-YR VOLUME = 48,644 CFHWL= 1029.50'NOTE** WQV EL ISCONTROLLED BY INLET FESELEVATIONFES EL =1024.38'ORIFICE PLATE WITH11" DIA OPENINGTRASH GUARD OVEROPENING2C6.1 DSTRUCTURE D (IN) SW-402 18"NOTE: RESTRICTOR PLATE SHALL BE INSTALLED SUCH THATNO PIPES, OTHER THAN THE OUTLET PIPE, ARE OBSTRUCTEDCIRCULAR RESTRICTOR PLATE DETAILSCALE NONEMANHOLE WALLINSTALL 1/4" STAINLESSSTEEL PLATE TO COVERENTIRE OUTLET PIPEATTACH RESTRICTOR PLATETO WALL OF MANHOLE WITH1/2" ALUMINUM EXPANSIONBOLTSOUTLET PIPE(BEHIND PLATE)DRILL HOLE IN PLATE ATINVERT ELEVATION OFOUTLET PIPE (SIZE PERTABLE BELOW)PROPOSED DOWNSPOUT (SIZE PER ARCH. PLANS)MIN. 6" STORM SEWER (PER PLAN)FLOOR SLABDOWNSPOUT CONNECTION DETAILNOT TO SCALEPROPOSED GROUNDCAP STORM PIPE AND EXTENDDOWNSPOUT INTO PIPE COVEREXTERIOR WALLPROPOSED FOUNDATION WALL2"DEPTH VARIES
PER PLAN CAST IRON PIPE/PROTECTION TO EXTEND ABOVE GRADE3C6.1R 2"R 1"MATCH PAVEMENTTHICKNESSVARIES4.5"3"12" COMPACTEDSUBGRADE95% STD PROCTOR2-6" LIFTS4000 PSIP.C.C.7" PCC, C4 MIX(UNLESS NOTEDOTHERWISE)6" CURBSCALE NONE4C6.1FINISHED GROUND GRADE(INCLUDING SOD) SHALL BE1/4" BELOW FINISHED PAVEMENTGRADE ON DOWNHILL SIDEWIDTH PER PLAN5" PCC (UNLESS NOTED OTHERWISE)NOTE: SLOPE SIDEWALK IN ACCORDANCEWITH GRADING PLAN, 1.5% CROSS SLOPE7SIDEWALK DETAILSCALE NONEC6.1 ACCESSIBLE PARKING SIGNNOT TO SCALEMUTCD R7-8HANDICAPPEDPARKING SIGN'VAN ACCESSIBLE' SIGN FORVAN ACCESSIBLE SPACEMUTCD R7-8B2" STEEL ROUNDOR SQUARE PIPEPAVING ORSIDEWALK (TYP)5C6.1CONCRETE DRIVEWAY TYPE A6C6.1NOT TO SCALEBIORETENTION MAINTENANCE NOTES (I.S.W.M. CH. 5 SEC 4)GENERAL NOTES:1.FURTHER DETAILS AND DESCRIPTIONS OF BIORETENTION SYSTEMS CAN BE FOUNDIN THE IOWA STORM WATER MANAGEMENT MANUAL, CHAPTER 5, SECTION 4.2.CONTRACTOR TO CONTACT BISHOP ENGINEERING (515-276-0467) WITH 10 BUSINESSDAY LEAD TIME FOR THE AS-BUILT SURVEY OF THE ABOVE GROUND BIORETENTIONAREA. THE CONTRACTOR IS TO VERIFY WITH THE CITY THAT THE BIORETENTIONCELL WAS INSTALLED PER REQUIREMENTS LAID OUT IN THE IOWA STORM WATERMANAGEMENT MANUAL, CHAPTER 5 SECTION 4.9" PONDED DEPTH
SHEET FLOWSHEET FLOWPOND BOTTOMPOND TOPNATIVE PLANT SEEDINGUNDISTURBEDSOILAMENDED SOIL(75-90% CONCRETE SAND, 0-10%ORGANIC COMPOST, 0-25% SOILA-HORIZON3/8" CHIP LIMESTONE (CHOKER LAYER)1" LIMESTONE (CLEAN)NOT TO SCALE6" PERFORATED PVC SUBDRAIN21"
SOIL DEPTH
2"10"BIORETENTION DETAILNOTE:REFER TO IOWA STORMWATERMANAGEMENT MANUAL, CHAPTER 5SECTION 4 (C5-S4-BIORETENTIONSYSTEMS) FOR FURTHER DETAILS8C6.1W6"6" FIRE4" DOMESTIC BUILDING10'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 R7-818.0" DIA. HOLEELEV. = 1028.00OWNER SHALL CLEAN OUTORIFICE AS NECESSARY9C6.110C6.111C6.1
103210341031PROPOSED BUILDING - PHASE 1WAREHOUSE = 10,618 SFOFFICE = 2,328 SFFF = 1035.00STST10341
0
3
2
10311031103010291028102710261025HYDD85.0'30.0'25.0'30.0'25.0'90.0'50.4'6.0'34.6'144.0'
W6"W6"W6"W6"W6"W6"W6"W6"W6"W6"WVWVDDHYD
G 4"SANCO103310331034103510361038103710371036103510341033103110301034
1029102910291029XXX XXXXXX
HYDWVDDSESSA/CGM[][][][][][][][][]ELECELECELEC XXXST54"ST 48"ST 48"ST 48"ST 48"ST 48"
ST 24"
ST 42"SAN8"SAN8"SAN8"SAN8"SAN8"EX BUILDINGEX BUILDINGEX BUILDINGSE BRICK DRIVE
(PUBLIC STREET - CONCRETE SURFACE)SE LAUREL STREET(PUBLIC STREET - CONCRETE SURFACE)15' PUBLIC STORMSEWER EASEMENTBK. 2007, PG. 1532110' P.U.E.BK. 2007, PG. 1532115' PRIVATE LANDSCAPEEASEMENTBK. 2007, PG. 1532115' PRIVATE LANDSCAPEEASEMENTBK. 2007, PG. 1532110' P.U.E.
BK. 2007, PG. 15321
15' PUBLIC ROADWAY
EASEMENT
BK. 2007, PG. 15321 10351031103310321033103410351036103710351037 1034 1035103810401033 10351038103410321028103010311032103110271029 10301031103010291031
102910311033103510371039LOT 1LOT 2LOT 3LOT 1LOT 110321031W12"W12"W12"W12"W12"W12"W12"W12"WW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"SAN8"SAN8"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G4"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"25' LANDSCAPEBUFFER EASEMENT25' LANDSCAPE BUFFER
EASEMENT
S
F
SF
SF SF
SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SFSFSFSFSF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCLASS DRIP RAP12.66'50'SFSFSFSFSFSFSFSFSFSFSFLIMIT OF DISTURBACECLASS DRIP RAP39.5'6'6'39.5'SFSF SFSF
SFSFSFS
FINLET PROTECTIONINLET PROTECTIONINLET PROTECTIONINLET PROTECTION75' ROCK CONSTRUCTIONENTRANCESTAGING AREA, OUTHOUSE, DUMPSTER &CONTAMINANT/CONCRETE WASHOUT DEVICEPOSSIBLE TOPSOILSTOCKPILE LOCATIONULTIMATE DISCHARGESTORM SEWERTHENCE WALNUT CREEKPOST CONSTRUCTIONFEATURE BIO-RETENTION CELLSFS
FSFSF INLET PROTECTIONSFSF
INLET PROTECTIONCLASS DRIP RAPSWPPPC7.1REFERENCE 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:HOME SOLUTIONS OF IOWA
1225 SE LAUREL STREET - WAUKEE, IOWADRL9-14-2021 1ST SUBMITTAL9-28-2021 2ND SUBMITTAL10-12-2021 3RD SUBMITTAL10-26-2021 4TH SUBMITTAL200359PRELIMINARY- NOT FOR CONSTRUCTION
GRAPHIC SCALE040204080STORM WATER POLLUTION PREVENTION PLANVICINITY MAPSCALE: 1' = 500'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 AND THATMEETS SUDAS SPEC 11,050 DURING ALL CONCRETE WORK.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.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 2020\200359 - HSI SITE PLAN - JOE SMITH\DWG\C7 SWPPP.DWG10/26/2021 4:41:07 PM PROPERTY DESCRIPTION:(WARRANTY DEED BOOK 2020, PAGE 916)LOT 1 IN WILLIAMS POINTE PLAT 13, AN OFFICIAL PLAT,NOW INCLUDED IN AND FORMING A PART OF THE CITY OFWAUKEE, DALLAS COUNTY, IOWA.SUBJECT TO AND TOGETHER WITH ANY AND ALLEASEMENTS AND RESTRICTION OF RECORD.SAID TRACT CONTAINS 4.77 ACRES (207,698 SQUARE FEET)MORE OR LESS.ADDRESS:1225 SE LAUREL STREETWAUKEE, IOWA 50263OWNER:J.E.S.INVESTMENTS, LLC16180 SE LAUREL STREETWAUKEE, IOWA 50263PREPARED FOR:HOME SOLUTIONS OF IOWAATTN:JOE SMITH16180 SE LAUREL STREETWAUKEE, IOWA 50263SITE AREA:TOTAL SITE = 207,722 SFBENCHMARK:BASIS OF BEARING OBTAINED FROM GPS OBSERVATIONSDATUM = NAD 83, IOWA SOUTHBENCHMARK DATUM = NAVD88, GEOID 18EROSION CONTROL QUANTITIES:DISTURBED AREA4.76 ACRES (NPDES PERMIT IS REQUIRED)SILT FENCE1,925 LFINLET PROTECTION7 EACONSTRUCTION ENTRANCE1 EACONCRETE WASHOUT1 EASEED/SOD2.92 AC**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.
25
LOADING DOCK
134
1" / 12"
30' - 0"25' - 0"30' - 0"25' - 0"
FINISHED FLOOR
0"
EAVE 1
10' - 6"
EAVE 2
14' - 6"
110' - 0"
LOW PEAK
21' - 6"
MP-1
MP-1
MP-2
MP-1
MP-2 MP-2
MP-1
FAS-1
FAS-1
TR-1
FAS-1
TR-1
TR-1
F E D C B A
30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"
150' - 0"
FINISHED FLOOR
0"
EAVE 1
10' - 6"
EAVE 2
14' - 6"
EAVE 3
24' - 6 1/2"
ROOF PEAK
31' - 9"
LOW PEAK
21' - 6"
RF-1GUT-1
MP-1
MP-1
MP-1
MP-1
MP-2
RF-1
GUT-1
TR-1
TR-1
FAS-1
MP-1
MP-1
MP-2
TR-1
FAS-1
5 " / 1 2 "
2 5134
1 " / 1 2 "
1 " / 1 2 "
5 " / 1 2 "5" / 12"
30' - 0"25' - 0"30' - 0"25' - 0"
110' - 0"
FINISHED FLOOR
0"
EAVE 1
10' - 6"
EAVE 2
14' - 6"
EAVE 3
24' - 6 1/2"
ROOF PEAK
31' - 9"
5" / 12"
MP-1
RF-1
MP-2
MP-1
MP-1 MP-1MP-1
FAS-1
FAS-1
TR-1
SF-1 VIS-1
MP-2MP-2
GUT-1
FAS-1
TR-1
FAS-1
FEDCBA
30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"
150' - 0"
FINISHED FLOOR
0"
EAVE 1
10' - 6"
EAVE 2
14' - 6"
EAVE 3
24' - 6 1/2"
ROOF PEAK
31' - 9"
LOW PEAK
21' - 6"
RF-1 RF-1
RF-1
RF-1
GUT-1
MP-2
MP-1
MP-1
MP-2
GUT-1 MP-1
MP-2
MP-1
MP-1
GUT-1
FAS-1
TR-1
MP-2
TR-1
TR-1
TR-1
SAA JOB #:
This drawing has been prepared by
the Architect, or under the
Architect's direct supervision. This
drawing is provided as an
instrument of service by the
Designer / Architect and is
intended for use on this project
only. Any reproduction, use, or
disclosure of information
contained herein without the prior
written consent of the Architect is
strictly prohibited. (C) Copyright
2019 by Simonson & Associates
Architects, L.L.C.
24"x36" SHEET (FULL SIZE)
-SCALE IS AS NOTED.
12"x18" SHEET (HALF SIZE)
-SCALE IS ONE-HALF OF WHAT IS NOTED
OTHER SHEET SIZES NOT TO SCALE
19076
HOME SOLUTIONS OF IOWA
1225 SE LAUREL STREET
WAUKEE, IA
11/02/2021
SCALE:3/32" = 1'-0"3 NORTH ELEVATION
SCALE:3/32" = 1'-0"4 EAST ELEVATION
SCALE:3/32" = 1'-0"1 SOUTH ELEVATION
SCALE:3/32" = 1'-0"2 WEST ELEVATION
EXTERIOR MATERIAL LEGEND
MAT.
LABEL MATERIAL DESCRIPTION
FAS-1 PREFINISHED METAL FASCIA; COLOR: BLACK (SECONDARY MATERIAL)
GUT-1 PREFINISHED METAL OVERSIZED GUTTER AND DOWNSPOUTS; COLOR: BLACK
MP-1 METL-SPAN CF STRIATED INSULATED METAL PANEL SYSTEM; HIDDEN FASTENERS; STANDARD COLOR: POLAR WHITE
(PRIMARY MATERIAL)
MP-2 METL-SPAN CF STRIATED INSULATED METAL PANEL SYSTEM; HIDDEN FASTENERS; PREMIUM COLOR: SLATE GRAY
(PRIMARY MATERIAL)
RF-1 STANDING SEAM METAL ROOF SYSTEM
SF-1 T.B. ALUMINUM STOREFRONT FRAMING: CLEAR ANODIZED FINISH (PRIMARY MATERIAL)
TR-1 PREFINISHED METAL TRIM; COLOR: BLACK (SECONDARY MATERIAL)
VIS-1 1” INSULATED VISION GLASS: CLEAR W/ LOW E COATINGGENERAL EXTERIOR ELEVATION MISC. PLAN NOTES
• H. METAL MAN DOORS & FRAMES: PAINTED TO MATCH ADJACENT M.PANEL COLOR.
• OVERHEAD PANEL DOORS: METAL PRE-FINISHED WHITE W/ CLEAR VIEWING WINDOWS.
• GUTTERS & DOWNSPOUTS: METAL PREFINISHED TO MATCH ADJACENT MATERIAL.
• FASCIA & SOFFIT: METAL PREFINISHED TO MATCH ROOF COLOR.
• LOUVERS: METAL PRE-FINISHED TO MATCH ADJACENT METAL PANEL COLOR.
• LIGHT FIXTURES: PRE-FINISHED MEDIUM BRONZE HOUSINGS.
• BOLLARDS: CONCRETE FILLED STEEL BOLLARDS PAINTED SAFETY YELLOW.
• CAULKS & SEALANTS: COLOR MATCHED TO ADJACENT MATERIAL.
• EXTERIOR UTILITY EQUIPMENT: IF ALLOWED, PAINTED TO MATCH ADJACENT MATERIAL.
SOUTH ELEVATION (FRONT)2,024 SF TOTAL
WHITE METAL PANEL = 1,137 SF 56.0% PRIMARY MATERIALS 94.0%
BLACK METAL PANEL = 228 SF 11.0%
FENESTRATION = 540 SF 27.0%
TRIM = 119 SF 06.0% SECONDARY MATERIALS 06.0%
The primary material shall be the dominate material of facades facing a public street right-of-way. Secondary
materials should be used on the remainder of the building and comprising not more than 40% of all elevations.
WEST ELEVATION 2,265 SF TOTAL
WHITE METAL PANEL = 1,492 SF 66.0% PRIMARY MATERIALS 92.0%
BLACK METAL PANEL = 493 SF 22.0%
FENESTRATION = 99 SF 04.0%
TRIM = 181 SF 08.0% SECONDARY MATERIALS 08.0%
The primary material shall be the dominate material of facades facing a public street right-of-way. Secondary
materials should be used on the remainder of the building and comprising not more than 40% of all elevations.
NORTH ELEVATION 1,823 SF TOTAL
WHITE METAL PANEL = 1095 SF 60.0% PRIMARY MATERIAL 94.0%
BLACK METAL PANEL = 233 SF 13.0%
FENESTRATION = 385 SF 21.0%
TRIM = 110 SF 06.0% SECONDARY MATERIAL 06.0%
The primary material shall be the dominate material of facades facing a public street right-of-way. Secondary
materials should be used on the remainder of the building and comprising not more than 40% of all elevations.
EAST ELEVATION 3,234 SF TOTAL
WHITE METAL PANEL = 2,479 SF 77.0% PRIMARY MATERIAL 95.0%
BLACK METAL PANEL = 488 SF 15.0%
FENESTRATION = 97 SF 03.0%
TRIM = 170 SF 05.0% SECONDARY MATERIAL 05.0%
The primary material shall be the dominate material of facades facing a public street right-of-way. Secondary
materials should be used on the remainder of the building and comprising not more than 40% of all elevations.
MATERIAL CALCULATIONS (CITY OF WAUKEE)
OVERALL BUILDING 9,346 SF TOTAL
WHITE METAL PANEL = 6,203 SF 66.0% PRIMARY MATERIAL 94.0%
BLACK METAL PANEL = 1,442 SF 16.0%
FENESTRATION = 1,121 SF 12.0%
TRIM = 580 SF 06.0% SECONDARY MATERIAL 06.0%
The primary material shall be the dominate material of facades facing a public street right-of-way. Secondary
materials should be used on the remainder of the building and comprising not more than 40% of all elevations.
5/8" DIA. BAR
SIDE FRONT
1/4" PLATE
5/8" I.D. RING
3/8" DIA. HOLE
5/8" I.D. SPRING
5/8" I.D. RING
3/8" DIA. HOLE 2"3' - 0"5"
2"4 3/4" 1' - 0"4 3/4"3 3/4"6 1/2"1 3/4"6X6X1//4 GALV.
STEEL TUBE - PAINT
3/4" DIA. STEEL
HINGE PIN (WELDED
TO STEEL TUBE)
3/4" DIA. STEEL
HINGE SLEEVE
(BOLTED TO DOOR)
METAL FRAMING W/
TREX COMPOSITE
DECKING
M-3034M-303 3
M-303
2
15' - 0"
1' - 0" 13' - 0" 1' - 0"9' - 2"3' - 10"1' - 6"14' - 6"5
M-303
5
M-303
8
M-303
8
M-303
GRAY ROCK FACE
CMU BLOCK
PREFINISHED METAL
COPING
CONCRETE FILLED
STEEL BOLLARD
STEEL GATE WITH
STEEL POSTS
GRAY ROCK FACE
CMU BLOCK
PREFINISHED METAL
COPING
METAL MAN GATE
GRAY ROCK FACE
CMU BLOCK
PREFINISHED METAL
COPING
CONCRETE FILLED
STEEL BOLLARD
8
M-303
8
M-303
T.S. 6x6x1/4 CORNER
POSTS @ GATE DOORS
STRUCTURAL CMU BEYOND
T.S. 3x2x3/16 FRAME &
CROSS BRACE @ GATE
DOORS
STEEL OVER PLYWOOD
SHEATHING ON STEEL
FRAME GATES
TREATED 2x8 WOOD
GUARD RAIL ANCHOR
TO BRICK WALL AT
HEIGHT OF DUMPSTER
PINS
PIPE BOLLARD
FOUNDATION
6" THICK CONCRETE
DUMPSTER PAD
PREFINISHED SHEET
METAL CAP OVER EPDM
OVER TREATED WOOD
BLOCKING
BUILDING WALL
5
M-303
5
M-303
PREFINISHED SHEET METAL CAP
BOND BEAM
8x8x16 STONE FACE CMU W/
INTEGRAL COLOR & INTEGRAL
WATER REPELLANT
PIPE BOLLARDS PAINTED, EXPOSED 42"
GRADE
TREATED 2x8 GUARD
RAIL ANCHOR TO BRICK
WALL W 1/2" EXP. BOLTS
@ 16" O.C.
SAA JOB #:
This drawing has been prepared by
the Architect, or under the
Architect's direct supervision. This
drawing is provided as an
instrument of service by the
Designer / Architect and is
intended for use on this project
only. Any reproduction, use, or
disclosure of information
contained herein without the prior
written consent of the Architect is
strictly prohibited. (C) Copyright
2019 by Simonson & Associates
Architects, L.L.C.
24"x36" SHEET (FULL SIZE)
-SCALE IS AS NOTED.
12"x18" SHEET (HALF SIZE)
-SCALE IS ONE-HALF OF WHAT IS NOTED
OTHER SHEET SIZES NOT TO SCALE
19076
HOME SOLUTIONS OF IOWA
1225 SE LAUREL STREET
WAUKEE, IA
11/02/2021
TRASH PIN
TRASH HINGE
SCALE:1/4" = 1'-0"1 TRASH ENCLOSURE PLAN
SCALE:1/4" = 1'-0"2 TRASH ENCLOSURE FRONT ELEVATION
SCALE:1/4" = 1'-0"3 TRASH ENCLOSURE SIDE ELEVATION
SCALE:1/4" = 1'-0"4 TRASH ENCLOSURE SIDE ELEVATION
SCALE:1/4" = 1'-0"5 SECTION
SCALE:1/4" = 1'-0"8 SECTION