HomeMy WebLinkAbout2019-11-04-J06 Lots 4-5 Waukee Vista Commercial Park - Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: November 4, 2019
AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Lots 4 and
5 of Waukee Vista Commercial Park (100 W. Hickman Road)
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: AJE Hickman, LLC requests approval of a site plan to
allow for the construction of a single-story storage building on their existing
commercial site. The subject property is located south of W. Hickman Road
and west of Warrior Lane. The building is proposed to be approximately 3,750
square feet in area. The proposed building will be used for on-site storage for
Waukee Power Equipment.
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 October 29, 2019 Commission Meeting and
recommended approval subject to remaining staff comments:
Approval of a Site Plan for Lots 4 & 5, Waukee Vista Commercial Park (100 W. Hickman Road)
City Planner, Melissa DeBoer, introduced the request for the approval of a site plan. The applicant and
owner is AJE Hickman, LLC. The property is located south of Hickman Road and west of Warrior
Lane, containing approximately 2 acres. The property is zoned C-1, Community and Highway Service
Commercial.
Ms. DeBoer explained that the request is to add a storage building to the existing commercial site. The
existing building on-site was recently constructed in May of 2018. Waukee Power Equipment, the
tenant located in the far west tenant space is requesting to construct a detached storage building as they
have run out of storage room in their existing space. The storage building is proposed to be 3,750
square feet in area. All utilities will be provided to the proposed building. Storm water dete ntion is
provided with the existing detention basin located to the east of the proposed storage building. A few
trees will be relocated in areas surrounding the proposed building. The site is still meeting the open
space requirement. The elevations of the building will be composed mainly of fiber cement siding and
split faced CMU block veneer in colors to match the existing building on -site. The applicant has
submitted a photometric plan that meets the lighting requirements of the ordinance. Staff is
recommending approval of the site plan subject to remaining staff comments.
J6
Joe Ekis, 2540 73rd Street, Urbandale, owner of AJE Hickman, LLC, explained that Waukee Power
Equipment has outgrown their current space and are seeking to add additional storage space on-site.
Commissioner Hoifeldt moved to approve the site plan for Lots 4 & 5, Waukee Vista Commercial
Park subject to any remaining staff comments. The motion was seconded by Commissioner Tietz.
Ayes: Ward, Tietz, Broderick, Hoifeldt and Koshy. Nays: None. Motion Carries.
STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan subject to
remaining staff comments.
RECOMMENDATION: Approve the resolution.
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Site Plan & Elevations
PREPARED BY: Melissa DeBoer, Planner II
REVIEWED BY:
THE CITY OF WAUKEE, IOWA
RESOLUTION 19-
APPROVING THE SITE PLAN FOR LOTS 4 AND 5, WAUKEE VISTA COMMERCIAL
PARK
(100 W. HICKMAN ROAD)
IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA
WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal
Organization; AND,
WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of
the Site Plan for Lots 4 and 5, Waukee Vista Commercial Park, subject to remaining staff
comments on October 29, 2019; AND,
WHEREAS, the Site Plan for Lots 4 and 5, Waukee Vista Commercial Park is in general
conformance with §304 – Site and Building Development Standards Ordinance of the Waukee
Municipal Code; AND,
WHEREAS, the Site Plan for Lots 4 and 5, Waukee Vista Commercial Park is in general
conformance with §301.27(A) – 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 November, 2019 that the Site Plan for Lots 4 and 5, Waukee Vista Commercial
Park is approved.
____________________________
William F. Peard, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Anna Bergman
R. Charles Bottenberg
Courtney Clarke
Shelly Hughes
Larry R. Lyon
PLANNING AND ZONING COMMISSION STAFF REPORT
PROJECT: Lots 4-5 Waukee Vista Commercial
Park (Storage Building) – Site Plan
PREPARED BY: Melissa DeBoer, AICP – Planner II
REPORT DATE: October 25, 2019
MEETING DATE: October 29, 2019
GENERAL INFORMATION
Applicant/Owner: AJE Hickman, LLC
Project Manager: Chuck Bishop, P.E. – Bishop Engineering
Request: The applicant is requesting approval of a site plan
to add a storage building to an existing
commercial site.
Location and Size: Property is located south of W Hickman Road and
west of Warrior Lane, containing approximately
2.00 acres.
Property Address: 100 W. Hickman Road
AREA MAP
ABOVE: Aerial of subject property (outlined in RED) in relation to the surrounding area.
October 25, 2019
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Multi-Tenant Commercial Mixed Use C-1 (Community & Highway
Service Commercial District)
North Undeveloped Mixed Use A-1 (Agricultural District)
South Single Family Residential Single Family Residential R-2 (One and Two Family
Residential District)
East Multi-Tenant Commercial Mixed Use C-1 (Community & Highway
Service Commercial District)
West Vacant – Undeveloped Mixed Use C-1 (Community & Highway
Service Commercial District)
BACKGROUND
The existing building on-site was recently completed in May 2018. The existing tenant, Waukee Power
Equipment, located in the far west tenant space is seeking to construct a building in order to provide
additional storage space as they have run out of room in their existing space.
PROJECT DESCRIPTION
The project involves the construction of a single-story storage building that is proposed to be 3,750 square
feet in area. The proposed building will be used for on-site storage for Waukee Power Equipment, located in
the far west tenant space of the existing multi-tenant commercial building.
ACCESS AND PARKING
No changes to accesses are proposed with this project.
This project requires the removal of three parking spaces in order to provide access to the overhead door on
the proposed storage building. The overall site requires a total of 41 parking spaces and they are providing 58
spaces, including 3 accessible stalls. The site meets the parking requirements of the ordinance.
SIDEWALKS/TRAILS
No changes to sidewalks are proposed.
UTILITIES
The proposed building will connect to the existing water main located to the west of the building. Sanitary
sewer will be provided to the building from the existing main located to the south. Gas and electric will also
be provided to the proposed storage building.
Storm water detention for this site is provided with the existing storm water detention basin located on-site
to the east of the proposed building.
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 36%. Five existing trees will be relocated in areas surrounding the proposed building, due to the
placement of the building. The project meets the requirements of the Landscape and Open Space Ordinance.
October 25, 2019
3 of 3
ELEVATIONS
The elevations of the building are proposed to be constructed primarily of fiber cement siding and split faced
CMU block veneer in colors to match the existing building. The north elevation includes a door and an
overhead door. The east and south elevations include windows. The roof is to be composed of a fiberglass
composite shingle.
MISCELLANEOUS:
The applicant has submitted a photometric plan and associated light fixture cut sheets. The lighting plan meets the
lighting requirements of the Site Plan Ordinance.
STAFF RECOMMENDATION
Staff recommends approval of the site plan for Lots 4-5 Waukee Vista Commercial Park subject to remaining
staff comments.
SITELOTS 4-5 WAUKEE VISTA COMMERCIAL PARKSITE IMPROVEMENT PLANIOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.PROPERTY DESCRIPTION:LOTS 4-5 WAUKEE VISTA COMMERCIAL PARK, AN OFFICIAL PLAT NOW INCLUDED INAND FORMING A PART OF THE CITY OF WAUKEE, DALLAS COUNTY, IOWA.SAID TRACT OF LAND BEING SUBJECT TO AND TOGETHER WITH ANY AND ALLEASEMENTS OF RECORD.SITE AREA:87,016 S.F (2.00 ACRES) MORE OR LESSDISTURBED AREA:0.3 ACRES MORE OR LESSADDRESS:100 W. HICKMAN ROADWAUKEE, IA 50263OWNER:AJE HICKMAN, LLCCONTACT: JOE EKIS2540 73RD STREETURBANDALE, IA 50322PH: (515)440-1111PREPARED FOR:SB&A ARCHITECTSCONTACT: OMAR BARRIENTOS1421 S. BELL AVE, SUITE 101AMES, IA 50010PH: (515)232-8447ENGINEER/PROJECT MANAGER:BISHOP ENGINEERINGCONTACT: CHUCK BISHOP3501 104TH STREETURBANDALE, IOWA 50322PH: (515)276-0467BUILDING INFORMATION:PROPOSED BUILDING HEIGHT = 25'-0"BUILDING CONSTRUCTION = WOOD FRAMEZONING:C-1 COMMUNITY AND HIGHWAY SERVICE COMMERCIAL DISTRICTBUILDING SETBACKS: FRONT = 30 FEET; WHEN FRONTING ON THE RIGHT-OF-WAY OF A MAJOR THOROUGHFARE SHOWN ON THE OFFICIAL MAJOR STREET PLAN, THE FRONT YARD SHALL BE MEASURED FROM THE PROPOSED RIGHT-OF-WAY LINE. SIDE = NONE, EXCEPT WHERE THE SIDE YARD IS ADJACENT TO AN "R" DISTRICT, IN WHICH CASE THE SIDE YARD SHALL BE AT LEAST 15 FEET. REAR = 30 FEET MAXIMUM HEIGHT = 45 FEE MAXIMUM NO. OF STORIES = 3 STORIES MAXIMUM BUILDING AREA = 50,000 SQUARE FEETPARKING REQUIREMENTS:RETAIL REQUIRED (4 SP/1,000 SF @ 6,750 SF) = 27 SPACESTIRE STORE REQUIRED (1 SP/BAY @ 7 BAYS+ 2.5 SP/1,000 SF @ 1,000 SF) = 10 SPACESWAREHOUSE REQUIRED (1 SP/1000 SF @ 3,750 SF) = 4 SPACESTOTAL REQUIRED = 41 SPACESTOTAL PROVIDED = 58 SPACES (INCL. 3 ADA)OPEN SPACE / IMPERVIOUS AREA:TOTAL SITE AREA = 87,016 S.F. = 2.00 ACRESREQUIRED OPEN SPACE = 17,403 S.F. (20.0%)EXISTING OPEN SPACE = 35,377 S.F. (40.7%)EXISTING IMPERVIOUS = 51,639 S.F. (59.3%)PROPOSED OPEN SPACE = 31,465 S.F. (36.1%)PROPOSED IMPERVIOUS = 55,551 S.F. (63.8%)VICINITY MAPNOT TO SCALE:COPYRIGHT 2019 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 RISERFIBER OPTIC FAULTCABLE TV RISERSIGN 7DENOTES NUMBER OF PARKING STALLSPROPERTY CORNER - FOUND AS NOTEDPROPERTY CORNER- PLACED 3/4" IRON PIPEWITH YELLOW PLASTIC CAP ID #14775SECTION CORNER - FOUND AS NOTEDDSCOHYDI
CVWWSOYADREEMEELECEJEPGMGVA/CTTELTTSFOF/OTVWWVCOVER SHEETC0.1SHEET INDEX:C0.1COVER SHEETC1.1EX. COND. / DEMO PLANC2.1LAYOUT PLANC3.1GRADING PLANC4.1UTILITY PLANC5.1LANDSCAPE PLANREFERENCE 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:LOTS 4-5 WAUKEE VISTA COMMERCIAL PARK
100 W. HICKMAN ROAD, WAUKEEEWM160518190128060280CJB10-07-19 CITY SUBMITTAL10-16-19 CITY SUBMITTAL10-23-19 CITY SUBMITTAL190415M:\LAND PROJECTS 2019\190415\DWG\C0 COVER.DWG10/23/2019 9:35:18 AM 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 CAPNNORTHSSOUTHEEASTWWESTUTILITY 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 AND 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.ALL CONSTRUCTION STAKING INCLUDING PEDESTRIAN FACILITIES SHALL BE COMPLETEDUNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR.GENERAL NOTES:1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND CURRENTEDITION OF SUDAS STANDARD SPECIFICATIONS AND ANY AND ALL CITY/COUNTY SUPPLEMENTAL SPECIFICATIONS. THE CITY OF WAUKEEMUST 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 ATTHE CONTRACTORS EXPENSE.4.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT O.S.H.A. CODES AND STANDARDS. NOTHING INDICATED ON THESE PLANSSHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH THE APPROPRIATE SAFETY REGULATIONS.5.ALL NECESSARY CONSTRUCTION SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES REQUIRED DURING CONSTRUCTION WILLBE FURNISHED BY THE CONTRACTOR. SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN CONFORMANCE WITH THE"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS."6.BISHOP ENGINEERING SHALL NOT BE LIABLE FOR ANY INJURIES THAT HAPPEN ON SITE. THIS SHALL INCLUDE BUT NOT BE LIMITED TOTRENCH COLLAPSES FROM VARYING SOIL CONDITIONS OR INJURIES CAUSED BY UNDERGROUND UTILITIES INCLUDING UTILITIES THATARE NOT SHOWN ON PLAN.7.THE CONTRACTOR IS LIABLE FOR ALL DAMAGES TO PUBLIC OR PRIVATE PROPERTY CAUSED BY THEIR ACTION OR INACTION IN PROVIDINGFOR STORM WATER FLOW DURING CONSTRUCTION. DO NOT RESTRICT FLOWS IN EXISTING DRAINAGE CHANNELS, STORM SEWER, ORFACILITIES.8.THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SCHEDULE FOR PERFORMANCE OF WORK ITEMS. THIS SCHEDULE SHALL BEPROVIDED BY THE CONTRACTOR AT THE PROJECT PRECONSTRUCTION CONFERENCE. NO WORK SHALL BEGIN UNTIL A SCHEDULE HASBEEN SUBMITTED AND ACCEPTED. THE CONTRACTOR SHALL THEN PERFORM WORK TO CONFORM TO THE ACCEPTED SCHEDULE.9.LABORATORY TESTS SHALL BE PERFORMED BY THE OWNER UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE SAMPLESOF MATERIAL REQUIRED FOR LABORATORY TESTS AND TESTING IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS FORPUBLIC 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 WITHOWNER OR OWNERS REPRESENTATIVE ON ALL REQUIRED STORM WATER DISCHARGE PERMITS FROM THE IOWA DEPARTMENT OFNATURAL RESOURCES AND THE CITY OF WAUKEE.13.GRADING AND EROSION CONTROL SHALL BE DONE IN ACCORDANCE WITH THE APPROVED GRADING PLAN, SWPPP, NPDES DOCUMENTS,CITY OF WAUKEE COSESCO PERMIT, AND IOWA DEPARTMENT OF NATURAL RESOURCES REQUIREMENTS.14.THE CONTRACTOR SHALL PICK UP ANY DEBRIS SPILLED ONTO THE ADJACENT RIGHT OF WAY OR ABUTTING PROPERTIES AS THE RESULTOF CONSTRUCTION, AT THE END 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 ADJACENTPROPERTY OR RIGHT OF WAY UNTIL 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 WASTEAREAS OR DISPOSAL SITES FOR EXCESS MATERIALS NOT DESIRABLE FOR INCORPORATION INTO THE PROJECT.17.ALL CONSTRUCTION WITHIN CITY RIGHT-OF-WAY, EASEMENTS, OR ANY CONNECTION TO PUBLIC UTILITIES THE CONTRACTOR SHALLNOTIFY THE CITY OF WAUKEE ENGINEERING DEPARTMENT ONE WEEK PRIOR TO CONSTRUCTION.18.ANY CHANGES PROPOSED TO THE PLAN SET DURING CONSTRUCTION SHALL RECEIVE WRITTEN APPROVAL FROM THE WAUKEEDEVELOPMENT SERVICES DEPARTMENT.19.CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOT BEEN GRANTED APPROVAL IN WRITINGFROM THE WAUKEE DEVELOPMENT SERVICES DEPARTMENT.20.PROPOSED BUILDING OR MONUMENT SIGNAGE WILL REQUIRE A SIGN PERMIT AND ARE TO BE REVIEWED AND APPROVED BY THE WAUKEEDEVELOPMENT SERVICES DEPARTMENT.21.THE CONTRACTOR IS RESPONSIBLE FOR SETTING UP A PRE-CONSTRUCTION MEETING WITH THE WAUKEE ENGINEERING DEPARTMENTONE (1) WEEK PRIOR TO CONSTRUCTION ACTIVITIES COMMENCING.22.THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE WAUKEE DEVELOPMENT SERVICES DEPARTMENT OF ANY PLANNED WEEKENDOR HOLIDAY WORK 48 HOURS PRIOR TO SAID WORK COMMENCING.23.ALL OFFSITE ESTABLISHED LAWNS & PUBLIC RIGHT-OF-WAY DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED WITH SODAND WATERED UNTIL ESTABLISHED.24.TESTING SHALL BE COMPLETED MEETING CITY OF WAUKEE SPECIFICATIONS AND SHALL BE WITNESSED BY THE CITY OF WAUKEEENGINEERING DEPARTMENT.PAVING NOTES:1.THE PAVING/ GRADING CONTRACTOR SHALL BACKFILL THE PAVING SLAB AND FINE GRADE THE RIGHT OF WAY AS SOON AFTER THEPAVING AS POSSIBLE. ALL AREAS SHALL BE SODDED IN ACCORDANCE WITH CITY OF WAUKEE STANDARD SPECIFICATIONS AND THECURRENT VERSION OF SUDAS.2.SUBGRADE PREPARATION AND PAVEMENTS WILL BE CONSTRUCTED FOLLOWING RECOMMENDATIONS IN THE SOILS REPORT. APPROVEDSOILS ENGINEER MUST SIGN OFF 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) ASPER A.D.A. REGULATIONS. PANEL TYPE & 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 PARKINGSIGNAGE IS REQUIRED FOR ALL HANDICAP STALLS AND SHALL BE CONSIDERED INCIDENTAL. IN EVENT OF A DISCREPANCY BETWEEN THEPLANS AND THE A.D.A./CITY CODES THE A.D.A./CITY CODES SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING A.D.A.CODES ARE MET.6.CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY AREAS OF PAVEMENT OR SIDEWALK NOT TO BE REMOVED THAT IS DAMAGED DUE TOOPERATING EQUIPMENT ON THE PAVEMENT OR SIDEWALK. PAVEMENT REPLACEMENT SHALL COMPLY WITH WAUKEE STANDARDSPECIFICATIONS FOR PUBLIC IMPROVEMENTS.UTILITY NOTES:1.QUANTITY CALLOUTS ON PIPE LENGTHS ARE APPROXIMATE AND SHOULD BE USED FORREFERENCE ONLY.2.THE CONTRACTOR SHALL PROVIDE AS-BUILTS OF ALL UTILITIES, INCLUDING DEPTH ANDLOCATION OF ALL SERVICES.3.THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OF ANY AND ALL EXISTING ANDPROPOSED UTILITIES TO PROPOSED GRADES. EXISTING UTILITIES SHALL BE RAISED ORLOWERED IN ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS. ANY NECESSARYADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION.4.ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED,REROUTED, OR CONNECTED TO PUBLIC OR PRIVATE STORM SEWER TO REMAIN IN SERVICE, ANDSHOULD BE NOTED ON ALL AS-BUILTS..5.SANITARY SEWER SERVICES SHALL MAINTAIN 18" OF VERTICAL SEPARATION FROM THEWATERMAIN WITH 18" OF COMPACTED LOW PERMEABILITY SOIL BETWEEN THE UTILITIES WITHIN10' OF THE CROSSING.6.MANDREL AND PRESSURE TESTS SHALL BE REQUIRED FOR ALL PROPOSED SANITARY LINES.TELEVISING OF THE SANITARY SEWER SYSTEM SHALL BE COMPLETED PRIOR TO PAVING UNLESSOTHERWISE APPROVED BY JURISDICTION.7.WATERMAINS SHALL BE C-900. SIZE OF WATERMAIN AS SHOWN ON PLANS.8.THRUST BLOCKS SHALL BE INSTALLED AS REQUIRED AND SHALL BE CONSIDERED INCIDENTAL TOWATERMAIN CONSTRUCTION.9.PROPOSED WATERMAIN SHALL BE PRESSURE TESTED, BACTERIA TESTED AND CHLORINATED.THE FILLING OF THE WATER MAIN SHALL BE DONE BY THE CITY OF WAUKEE.10.TRACER WIRE SHALL BE ADDED TO ALL WATER MAIN, AND BROUGHT TO THE SURFACE AT EVERYHYDRANT.11.CONTRACTOR TO COORDINATE TIE-INS TO EXISTING UTILITIES WITH THE CITY OF WAUKEEENGINEERING DEPARTMENT.12.ALL UTILITIES SHALL BE INSTALLED AND TESTED PER THE WAUKEE STANDARD SPECIFICATIONSFOR PUBLIC IMPROVEMENTS.13.ALL SANITARY AND STORM SEWER PIPES SHALL BE CLEANED AND TELEVISED PRIOR TO PAVING.THE CITY OF WAUKEE ENGINEERING DEPARTMENT SHALL WITNESS ALL CLEANING ANDTELEVISING. THE CONTRACTOR SHALL PROVIDE A HARD COPY OF THE REPORT AND VIDEO TOTHE CITY OF WAUKEE ENGINEERING DEPARTMENT.14.CONTRACTOR SHALL ENSURE THAT CONCRETE SLURRY FROM CONCRETE OPERATIONS ANDWET SAW CUTTING IS NOT ALLOWED TO ENTER ANY STORM SEWER, DRAINAGE DITCH OR WATEROF THE STATE.BENCHMARK:TEMPORARY BENCHMARK 1 (TBM1):BURY BOLT ON HYDRANTSE CORNER OF TERRACE DRIVE & LAUREL STREETELEVATION = 1026.45TEMPORARY BENCHMARK 2 (TBM2):BURY BOLT ON HYDRANTSE CORNER OF MELROSE DRIVE & LAUREL STREETELEVATION = 1025.01SCHEDULE ESTIMATE:BEGIN CONSTRUCTION - NOV 2019COMPLETE CONSTRUCITON - MAY 2020BUILDING NOTES:1.THE PROPOSED BUILDING IS TO ONLY BE USED AS STORAGE FOR TENANTS OF THE PRINCIPALBUILDING ON-SITE. IT IS NOT TO BE USED FOR MINI-STORAGE OR OFFSITE USERS AT ANY TIME.
EX INTAKERIM=1023.06FL=1023.06WSOEX INTAKERIM=1022.00FL(S)=1017.68FL(N)=1017.58DEX STORM MHRIM=1023.61FL(S)=1015.77FL(E)=1014.68DEX STORM MHRIM=1021.80FL(S)=1013.37FL(W)=1013.26FL(E)=1013.24DEX STORM MHRIM=1021.95FL(N)=1017.09EEDEX STORM MHRIM=1023.56FL(N)=1018.36SEX SAN MHRIM=1023.71INV(W)=1011.28INV(E)=1011.25INV(N)=1012.00EX INTAKET/C=1023.63FL(S)=1020.03SEX SAN MHRIM=1025.38INV=1012.60WVWVHYDTBM1: BURY BOLTELEV=1026.45EX INTAKET/C=1023.65FL(N)=1019.99WVWVWVHYDTBM2: BURY BOLTELEV=1025.01U/E U/E
XXXLAUREL STREET(PUBLIC STREET - CONC SURFACE)HICKMAN ROAD / US HIGHWAY NO. 6(PUBLIC STREET - CONC SURFACE)EX 4' CHAINLINK FENCEEX 6' CHAINLINK FENCEX80'
ROW
40'40'30' BUILDING SETBACK LINE25' LANDSCAPE BUFFER LINE(BK 2006,PG 19690)30' BUILDING SETBACK LINESAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"ST 15"
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ION LOT 1
MELROSE DR.
(PUBLIC STREET)
TERRACE DR.
(PUBLIC STREET)EX CONCDRIVEEX. 62' INGRESS\EGRESS EASMENT
(BK 2008,PG 5400)40' x 74'INGRESS/EGRESSEASEMENT(BK 2008,PG 5400)EX. 51' x 74'INGRESS/EGRESSEASEMENT(BK 2008,PG 5400)EX. 5' PUE(BK 815,PG 416)WWWHY D24"EX CONCPAVEMENTEX CONCPAVEMENT EX. BUILDING4,500 S.F.FF = 1024.00EX. BUILDINGEX CONC.EX CONC.OWNER: KAUSALIK INTEGRATEDDAYCARE SERVICES, LCZONED: C-1OWNER: GENORATOR I,LLCZONED: C-1STSAN 8"XXXEX CABLE FENCE W/ POSTSEX. 4' SAN. SEWEREASEMENT(BK 815,PG 416)20' STORM SEWER &PUBLIC UTILITY EASEMENT(BK 727,PG 272)EX. PAVEMENT STRIPING, TYP.XXMBEX 6' CHAINLINK FENCEEX. 20' PRIVATE WATERMAIN EASEMENTBK. 2017, PG. 16616EX. PRIVATE 62'
INGRESS/EGRESS EASEMENT
BK. 2017, PG. 12737EX. PRIVATE STORM WATERMANAGEMENT FACILITIESMAINTENANCE EASEMENTBK. 2017, PG. 19958EX. 20' PRIVATE WATER MAIN EASEMENTBK. 2017, PG. 16616EX. PRIVATE 20'x62'INGRESS/EGRESS EASEMENTBK. 2017, PG. 12737EX. 10' PUE
BK. 2017,
PG. 19959
EX. RETAIL3,750 S.F.FF = 1023.00EX. RETAIL3,000 S.F.FF = 1023.00EX. TIRE STORE6,000 S.F.FF = 1023.00OFFICEWAITINGAREAW6"W6"W6"W6"HYDST15"ST15"ST15"ST 18"ST 18"ST15"ST15"W6"W6"HYDST30"ST 18"ST 18"ST 18"ST 18"ST 18"ST 18"EX STRUCT #A130" FESFL(W)=1015.86EX STRUCT #A2T/C=1021.75G=1021.25FL(W)=1016.02FL(E)=1015.92EX STRUCT #A3T/C=1021.75G=1021.25FL(W)=1016.43FL(S)=1016.33EX STRUCT #A4RIM=1021.62ABFL(N)=1017.39FL(S)=1017.29EX STRUCT #A5RIM=1021.38ABFL(E,W)=1017.81FL(S)=1017.71EX STRUCT #A6RIM=1021.75FL(W)=1018.27EX STRUCT #A7RIM=1021.94ABFL(E)=1018.43EX STRUCT #B118" FESFL(N)=1015.60EX STRUCT #C2RIM=1017.85FL(N)=1014.05FL(S,SE)=1015.18DEX STRUCT #B2WEIR WALL & RESTRICTIONW/ 8.8" DIA. OPENINGRIM=1022.42FL(N,S)=1015.28ST24"W8"W8"W8"W8"W8"W8"W8"W8"W8"W6"W6"W6"WVW8"W8"W8"W8"W8"W8"WVWVSAN6"COCOSAN 6"EX SAN. CORIM=1021.40INV(N,S)=1012.70EX SAN. CORIM=1022.80INV(N,S)=1013.70SAN 6"SAN 6"EX STRUCT #C1T/C=1022.25G=1021.75FL(NW)=1016.75ST12"DST 24"ST 24"ST 24"EX STRUCT #A8RIM=1022.50FL(N,W)=1016.81FL(E)=1016.71SAN6"SAN6"COEX SAN. CORIM=1022.75INV(E)=1014.60INV(S)=1014.20EX. DETENTION BASIN100-YR HWL=1019.47ABFREEBOARD=1021.72ABEX CONC.EX CONC.EX CONC.EX CONC PAVEMENTEX CONC PAVEMENTEX CONCPAVEMENTEX CONC PAVEMENTEX CONC PAVEMENT
EX CONC PAVEMENT
EX CONC PAVEMENTEX CONC PAVEMENTEX CONCDRIVEEX CONC.134771587102210
2
2
1022
102210221022102210221022
1
0
2
2
10221022102210231023102210221021102010241020101710161016102010221022TG G G G G GU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E
U/E
U/E
EX CONC.EX CONC.GGGGGGGGGGGGGGGGGGG102210221022102010191019101810181021102230' BUILDING SETBACK LINE25' LANDSCAPE BUFFER LINE(BK 2006,PG 19690)OWNER: AJE HICKMAN, LLCZONED: C-130' BUILDING SETBACK LINE100-YR HWLEX. BUILDING4,500 SF(3,000 SF RETAIL, 1,500 SF REST.)FF=1023.10EX CONC PAVEMENTEX CONC PAVEMENT
EX CONC PAVEMENT
SAN6"SAN6"SAN6"SAN6"CO6" SAN. SWR.INV(S)=1016.10SAN. CORIM=1022.40INV(N,S)=1014.10SAN. CORIM=1022.10INV(N,S)=1015.60COW8"W8"W8"W6"WVWVWV
HYDST 12"ST 12"ST18"ST12"ST12"ST12"EX STRUCT #G112" FESFL(N)=1017.38EX STRUCT #H118"FESFL(W)=1017.40EX STRUCT #G2SW-401 MHRIM=1022.70FL(N)=1017.62FL(S)=1017.52EX STRUCT #G3SW-501 INTAKET/C=1022.60G=1022.10FL(S)=1018.10EX STRUCT #F115" FESFL(E)=1017.00 RESTRICTOR PLATEW/ 5.2" DIA. OPENINGEX STRUCT #H2SW-501 INTAKET/C=1022.00G=1021.50FL(N,W)=1017.55FL(E)=1017.4518" PLUGFL(W)=1017.73EX STRUCT #H3SW-501 INTAKET/C=1022.67G=1022.17FL(S)=1018.17ST8"EX 8" ROOF DRAINFL(N)=1020.00DTU/E U/E U/E U/E
GMG G G G G G G
EX. PRIVATE STORM WATERMANAGEMENT FACILITIESMAINTENANCE EASEMENTEX. 20' PRIVATE
WATER MAIN
EASEMENT
DETENTION BASIN100-YR HWL=1020.43'FREEBOARD=1022.10'1022
10221022
1023
1021
1020
1019
1018
10221023101810201022
1
0
2
4
1024102410251025102
21022 10231023
102510251025 10241023
1022
10221022
1
0
2
2 10221021101910201020102210191023102310221021
1016
1023
1022
1020
1016 OWNER: WAUKEE PROPERTIESPARTNERSHIPZONED: C-1100-YR HWL1024SAWCUT & REMOVE PORTIONOF EXISTING CONC. CURB12'REMOVE 2 EXISTINGPARKING STALL STRIPESDEMO NOTES:1.PROTECT ALL TREES NOT CALLED OUT FOR REMOVALWITH ORANGE CONSTRUCTION FENCE AT THE DRIP LINE.2.NO EXISTING SERVICES WILL NEED TO BE ABANDONEDWITH THIS PROJECT.EX. CONDITIONS / 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:LOTS 4-5 WAUKEE VISTA COMMERCIAL PARK
100 W. HICKMAN ROAD, WAUKEEEWM160518190128060280CJB10-07-19 CITY SUBMITTAL10-16-19 CITY SUBMITTAL10-23-19 CITY SUBMITTAL190415GRAPHIC SCALE030153060M:\LAND PROJECTS 2019\190415\DWG\C1 DEMO.DWG10/23/2019 9:35:29 AM
PROPOSEDSTORAGE BUILDING3,750 SFFF=1022.5050.0'75.0'50.0'75.0'431.38'
31.29'21.5'21.5'31.14'8.2'7" PCCNEW PAINTEDISLANDWV11'U/EEPDRIVE-INDOOR12'8.78'
4'5.2'GGM
SWVWVWVHYDU/E U/E U/E U/E
XXXXXLAUREL STREET(PUBLIC STREET - CONC SURFACE)EX 4' CHAINLINK FENCEEX 6' CHAINLINK FENCEX80'
ROW
40'40'30' BUILDING SETBACK LINE25' LANDSCAPE BUFFER LINE(BK 2006,PG 19690)30' BUILDING SETBACK LINESAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"ST 15"
O/EGGGGGGGGGGGGGGW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/ELOT 3LOT 4LOT 5KOETHE ADD
IT
ION LOT 1
MELROSE DR.
(PUBLIC STREET)40' x 74'INGRESS/EGRESSEASEMENT(BK 2008,PG 5400)EX. 5' PUE(BK 815,PG 416)EX CONCPAVEMENTEX. BUILDINGEX CONC.OWNER: KAUSALIK INTEGRATEDDAYCARE SERVICES, LCZONED: C-1STEX. 4' SAN. SEWEREASEMENT(BK 815,PG 416)XXXEX 6' CHAINLINK FENCEEX. 20' PRIVATE WATERMAIN EASEMENTBK. 2017, PG. 16616EX. PRIVATE 62'
INGRESS/EGRESS EASEMENT
BK. 2017, PG. 12737EX. PRIVATE STORM WATERMANAGEMENT FACILITIESMAINTENANCE EASEMENTBK. 2017, PG. 19958EX. PRIVATE 20'x62'INGRESS/EGRESS EASEMENTBK. 2017, PG. 12737EX. 10' PUE
BK. 2017,
PG. 19959
EX. RETAIL3,750 S.F.FF = 1023.00EX. RETAIL3,000 S.F.FF = 1023.00EX. TIRE STORE6,000 S.F.FF = 1023.00OFFICEWAITINGAREAW6"W6"W6"W6"W6"W6"HYD15"ST15"ST15"ST15"ST15"ST 18"ST 18"ST 18"ST15"ST15"ST15"ST15"W6"W6"W6"HYDST30"ST30"ST 18"ST 18"ST 18"ST 18"ST 18"ST 18"ST 18"ST 18"ST 18"ST 18"DST24"ST24"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W6"W6"W6"W6"WV8"W8"W8"W8"W8"W8"WVWVSAN6"SAN6"COCOSAN 6"SAN 6"SAN 6"SAN 6"ST12"DST 24"ST 24"ST 24"ST 24"SAN6"SAN6"SAN6"COEX CONC.EX CONC.EX CONC.EX CONC PAVEMENTEX CONC PAVEMENTEX CONC PAVEMENTEX CONC PAVEMENT
EX CONC PAVEMENT
EX CONC PAVEMENTEX CONC PAVEMENTEX CONCDRIVEEX CONC.13471587TG G G G G G G G G GU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E
U/E
U/E
U/E
EX CONC.EX CONC.GGGGGGGGGGGGGGGGGGGGOWNER: AJE HICKMAN, LLCZONED: C-1EX. BUILDING4,500 SF(3,000 SF RETAIL, 1,500 SF REST.)FF=1023.10EX CONC PAVEMENTEX CONC PAVEMENT
EX CONC PAVEMENT
SAN6"SAN6"SAN6"SAN6"SAN6"SAN6"COCOW8"W6"WVWVHYDST15"ST 12"ST 12"ST 12"
ST
12
"ST18"ST12"ST12"ST12"ST12"ST12"ST8"ST8"DTU/E U/E U/E U/E U/E U/E GMG G G G G G G G G G
EX. PRIVATE STORM WATERMANAGEMENT FACILITIESMAINTENANCE EASEMENTOWNER: WAUKEE PROPERTIESPARTNERSHIPZONED: C-1LAYOUT 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:LOTS 4-5 WAUKEE VISTA COMMERCIAL PARK
100 W. HICKMAN ROAD, WAUKEEEWM160518190128060280CJB10-07-19 CITY SUBMITTAL10-16-19 CITY SUBMITTAL10-23-19 CITY SUBMITTAL190415GRAPHIC SCALE020102040M:\LAND PROJECTS 2019\190415\DWG\C2 LAYOUT.DWG10/23/2019 9:35:41 AM PCC DRIVE SECTIONSCALE NONE112" COMPACTEDSUBGRADE95% STD PROCTOR2-6" LIFTS7" PCC(4,000 PSI)(SLOPE PER GRADING PLAN)7"2'COMPACTEDBACKFILL
EX1022.50T/CEX1022.00G(OVERFLOW)EX1022.50GEX1023.01T/CEX1022.52GEX1021.75T/CEX1021.25G1021.75T/C1021.25G(OVERFLOW)EX1023.79T/CEX1023.43G100-YR PONDINGELEV=1021.63EX1022.00T/CEX1021.50GEX1024.67EX1024.64EX1023.92EX1022.25T/CEX1021.75GEX1022.34T/CEX1021.90GEX1023.54GEX1022.00GEX1022.25T/CEX1021.75GEX1022.10T/CEX1021.60GNEW 2' CURB CUTEX1021.50GPROPOSEDSTORAGE BUILDING3,750 SFFF=1022.50WVEX1023.93T/CEX1023.50GEX1023.63T/CEX1023.00GEX1024.24EX1023.42EX1022.72EX1022.10GEX1022.05G1022.84T/C1022.34GEMERGENCYBASIN OVERFLOWLOCATIONEX1021.64G1022.501022.501023.00EX1022.50T/CEX1022.00GEX1023.50T/CEX1023.00G1024.50EXTENDED STEM WALL
(REF. ARCH.)1023.00EXTENDED STEM WALL(REF. ARCH.)1022.001022.002.0%2.5%2.5%2.5
%1024.001023.501023.003.3
%
2.0
%
4.5%
2.0
%EX1022.502.0%2.0%2.0%15.2%1023.001024.001022.502
.
5%102410231022
10
2
2
1024
1
0
2
3
4.2%EX1024.91EMERGENCY BASINOVERFLOW LOCATIONELEV=1021.721020.004.0%
4.0%EX1023.46EX1024.23EX1022.72100-YR PONDINGELEV=1021.521019.54'U/EEP2.0%2.0%1022.45EX1023.40 EXEX1022.25GEX1023.40G1022.80EX1022.00EXEX1021.80G1022.401022.40EXTENDED STEM WALL
(REF. ARCH.)GGM
SWVHYDWVWVWVHYDU/E U/E U/E U/E
XXXXXLAUREL STREET(PUBLIC STREET - CONC SURFACE)EX 4' CHAINLINK FENCEEX 6' CHAINLINK FENCEX30' BUILDING SETBACK LINE30' BUILDING SETBACK LINESAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"ST 15"
O/EGGGGGGGGGGGGGGGW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EMELROSE DR.
(PUBLIC STREET)EX CONCPAVEMENTEX CONC.STXEX 6' CHAINLINK FENCEEX. RETAIL3,750 S.F.FF = 1023.00EX. RETAIL3,000 S.F.FF = 1023.00EX. TIRE STORE6,000 S.F.FF = 1023.00OFFICEWAITINGAREAW6"W6"W6"W6"W6"W6"HYD ST15"ST15"ST15"ST15"ST15"ST 18"ST 18"ST 18"ST15"ST15"ST15"ST15"W6"W6"W6"HYDST30"ST30"ST 18"ST 18"ST 18"ST 18"ST 18"ST 18"ST 18"ST 18"ST 18"ST 18"DST24"ST24"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W6"W6"W6"W6"WVW8"W8"W8"W8"W8"W8"WVWVSAN6"SAN6"COCOSAN 6"SAN 6"SAN 6"SAN 6"ST12"DST 24"ST 24"ST 24"ST 24"SAN6"SAN6"SAN6"COEX. DETENTION BASIN100-YR HWL=1019.47ABFREEBOARD=1021.72ABEX CONC.EX CONC.EX CONC.EX CONC PAVEMENTEX CONC PAVEMENTEX CONC PAVEMENTEX CONC PAVEMENT
EX CONC PAVEMENT
EX CONC PAVEMENTEX CONC PAVEMENTEX CONCDRIVEEX CONC.102210
2
2
1022
102210221022102210221022
1
0
2
2
10221022102210231022102110241020101710161016102010221022TG G G G G G G G G GU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E
U/E
U/E
U/E
EX CONC.EX CONC.GGGGGGGGGGGGGGGGGGG101910181022100-YR HWLEX. BUILDING4,500 SF(3,000 SF RETAIL, 1,500 SF REST.)FF=1023.10EX CONC PAVEMENTEX CONC PAVEMENT
EX CONC PAVEMENT
SAN6"SAN6"SAN6"SAN6"SAN6"SAN6"COCOW8"W8"W6"WVWVHYDST15"ST 12"ST 12"ST 12"
ST
12
"ST18"ST12"ST12"ST12"ST12"ST12"ST8"ST8"DTU/E U/E U/E U/E U/E U/E
GMG G G G G G G G G G
DETENTION BASIN100-YR HWL=1020.43'FREEBOARD=1022.10'1022
10221022
1023
1021
1020
1019
1018
10221023101810201022
1
0
2
4
1024102410251025102
21022
1022
10221022
1
0
2
2 102210211019102010191023102310221021
1016
1023
1022
1020
1016100-YR HWL1024INSTALL EROSIONCONTROL FENCE, TYP.SFS
F
INSTALL TEMP. INLETPROTECTION, TYP.SFSF
SFSFSFS
F
SF SF SF SF SF SF SF SF SF
SFSFSFSFSFSFGRADING 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:LOTS 4-5 WAUKEE VISTA COMMERCIAL PARK
100 W. HICKMAN ROAD, WAUKEEEWM160518190128060280CJB10-07-19 CITY SUBMITTAL10-16-19 CITY SUBMITTAL10-23-19 CITY SUBMITTAL190415GRAPHIC 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/SM:\LAND PROJECTS 2019\190415\DWG\C3 GRADING.DWG10/23/2019 9:35:56 AM TOPSOIL NOTES:1.STRIP AND STOCKPILE THE TOPSOIL ON ALL DISTURBED AREAS.2.RESPREAD TOPSOIL IN COMPLIANCE WITH SUDAS SECTION 2010 ONALL GREEN (NON-PAVED) AREAS.3.TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRIS LARGER THAN3/4" IN SIZE.4.TOPSOIL IS DEFINED AS: FERTILE, FRIABLE LOAM, CAPABLE OFSUSTAINING VIGOROUS PLANT GROWTH, FROM WELL DRAINED SITEFREE FROM FLOODING, NOT IN FROZEN OR MUDDY CONDITIONS;REASONABLE FREE FROM SUBSOIL, CLAY LUMPS, ROOTS, GRASS,WEEDS, STONES LARGER THAN 3/4 INCH IN DIAMETER, AND FOREIGNMATTER; 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.EROSION CONTROL NOTES:1.INSTALL EROSION CONTROL MEASURES AS SHOWN ONPLANS PRIOR TO CONSTRUCTION.2.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALLTOPSOIL REQUIREMENTS ARE MET.3.ALL SLURRY FROM WET SAW CUTTING OF CONCRETE MUSTBE CONTAINED AND MAY NOT ENTER THE STORM SEWER.5'-0" MIN.GROUND LINEENGINEERING FABRICFLOW21' ABOVE GROUND LINEVARIABLE10' MAX.5' MAX.5' MAX.10' MAX.1' ABOVE GROUND LINESECURE TOP OF ENGINEERING FABRICENGINEERING FABRIC TO BE PLACEDTO BOTTOM OF TRENCH. 12ENGINEERINGFABRICGROUNDLINETRENCH BOTTOMTRENCH BOTTOM111LINEGROUND1MIN.4"EXCESS FABRICCOMPACTED BACKFILL12"MIN.DETAIL OF SILT FENCE AT DITCH OR SWALEDETAIL OF SILT FENCE8' SPACINGTO TOP OF STEEL POST.SEE DETAIL OF ATTACHMENT TO POST.VERTICAL CUTWIRECORDCORDCORDWIREPOSTFABRICFABRICBACK VIEW OF FABRICBACK VIEWATTACHMENT TO POST34NOTES :3MAKE VERTICAL CUT IN TOP OF FABRIC.PULL OUT AND TWIST CORD.4LOOP CORD AROUND POST FORMING ALOOP. PULL WIRE THROUGH FOLD AREAOF FABRIC AND SECURE AROUND POST.'T' STEELFENCE POSTNORMALFORESLOPE2" RISEIN FENCE31"MIN.NORMAL BACKSLOPE31" MIN.6" TRENCH DEPTH FORNORMAL INSTALLATION(MIN.) 12" TRENCHDEPTH FOR DITCHINSTALLATIONNOT TO SCALE(SECTION VIEW)(PROFILE VIEW)SILT FENCE DETAILSNOT TO SCALEINLET5'-0"5'-0"'T' FENCE POST, 5' MIN.NOTES:1. SECURE TOP OF FABRIC TOPOSTS, USING CABLE TIES ORWIRE.2. FABRIC TO BE BURIED 12", ANDFOLDED ALONG BOTTOM.3. STEEL POSTS TO BE EMBEDDED28".(PLAN VIEW)DROP INLET BASKETPROTECTIONSILT FENCE FABRICIF APPLICABLEINLET PROTECTION DETAIL
R150', TYP.ADJUST EXISTING RESTRICTORPLATE TO 8.1" DIA. OPENING &RAISE WEIR WALL TO 1019.54'(PER UPDATED SWMP)INV(W)=1015.24(REF. PLUMBING FOR CONT.)8 LF-2" WATER SERVICE(REF. PLUMBING FOR CONT.)PROPOSEDSTORAGE BUILDING3,750 SFFF=1022.50WYE CONNECTIONTO EX. 8" SAN. SEWERINV(N)=1012.52INV(E,W)=1011.75CONTRACTOR TO FIELD VERIFYLOCATION OF EX. UTILITIESPRIOR TO CONSTRUCTION, TYP.WVCONNECT TO EX.8" WATER MAINW/ 8"x2" T.S.&V.SAWCUT, REMOVE & REPLACE EX.PCC WALK IN KIND TO NEAREST JOINTFOR WATER SERVICE INSTALLATIONCONTRACTOR TO FIELD VERIFYDEPTH OF EX. ELEC. LINE & LOWERIF NEEDED (COORD. W/ MIDAM)102410231022
10
2
2
1024
1
0
2
3
DOWNSPOUT W/SPLASH PAD, TYP.(REF. ARCH.)U/ENEW GAS SERVICE(COOD. W/ CITY)EPSAND/OIL SEPARATORINV(W)=1015.24(REF. PLUMBING FOR CONT.)6"x4" TEEINV=1014.7634 L.F. 6" SAN.SWR. @ S=8.00%GGM NEW ELEC. SERVICE(COORD. W/ MIDAM)SAWCUT, REMOVE & REPLACEEX. PCC PAVEMENT IN KIND TONEAREST JOINT FOR GASSERVICE INSTALLATIONCONTRACTOR TO FIELD VERIFYLOCATION OF EX. UTILITIESPRIOR TO CONSTRUCTION, TYP.DSEX SAN MHRIM=1023.71INV(W)=1011.28INV(E)=1011.25INV(N)=1012.00EX INTAKET/C=1023.63FL(S)=1020.03WVHYDEX INTAKET/C=1023.65FL(N)=1019.99WVWVHYDU/E U/E U/E U/E
XXXXXLAUREL STREET(PUBLIC STREET - CONC SURFACE)X30' BUILDING SETBACK LINE30' BUILDING SETBACK LINESAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"ST 15"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST48"ST48"ST48"ST48"O/EGGGGGGGGGGGGGGGW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EMELROSE DR.
(PUBLIC STREET)
24"XXEX. 20' PRIVATE WATERMAIN EASEMENTBK. 2017, PG. 16616EX. PRIVATE STORM WATERMANAGEMENT FACILITIESMAINTENANCE EASEMENTBK. 2017, PG. 19958EX. PRIVATE 20'x62'INGRESS/EGRESS EASEMENTBK. 2017, PG. 12737EX. 10' PUE
BK. 2017,
PG. 19959
EX. RETAIL3,750 S.F.FF = 1023.00EX. RETAIL3,000 S.F.FF = 1023.00EX. TIRE STORE6,000 S.F.FF = 1023.00OFFICEWAITINGAREAW6"W6"W6"W6"W6"W6"HYDST15"ST15"ST15"ST15"ST15"ST 18"ST 18"ST 18"ST15"ST15"ST15"ST15"W6"W6"W6"HYDST30"ST30"ST 18"ST 18"ST 18"ST 18"ST 18"ST 18"ST 18"ST 18"ST 18"ST 18"EX STRUCT #A130" FESFL(W)=1015.86EX STRUCT #A2T/C=1021.75G=1021.25FL(W)=1016.02FL(E)=1015.92EX STRUCT #A3T/C=1021.75G=1021.25FL(W)=1016.43FL(S)=1016.33EX STRUCT #A4RIM=1021.62ABFL(N)=1017.39FL(S)=1017.29EX STRUCT #A5RIM=1021.38ABFL(E,W)=1017.81FL(S)=1017.71EX STRUCT #A6RIM=1021.75FL(W)=1018.27EX STRUCT #B118" FESFL(N)=1015.60EX STRUCT #C2RIM=1017.85FL(N)=1014.05FL(S,SE)=1015.18DEX STRUCT #B2WEIR WALL & RESTRICTIONW/ 8.8" DIA. OPENINGRIM=1022.42FL(N,S)=1015.28ST24"ST24"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W6"W6"W6"W6"WVW8"W8"W8"W8"W8"W8"WVWVSAN6"SAN6"COCOSAN 6"EX SAN. CORIM=1021.40INV(N,S)=1012.70EX SAN. CORIM=1022.80INV(N,S)=1013.70SAN 6"SAN 6"SAN 6"EX STRUCT #C1T/C=1022.25G=1021.75FL(NW)=1016.75ST12"DST 24"ST 24"ST 24"ST 24"EX STRUCT #A8RIM=1022.50FL(N,W)=1016.81FL(E)=1016.71SAN6"SAN6"SAN6"COEX SAN. CORIM=1022.75INV(E)=1014.60INV(S)=1014.20102210
2
2
1022
102210221022102210221022
1
0
2
2
10221022102210231022102110241020101710161016102010221022TG G G G G G G G G GU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E
U/E
U/E
U/E GGGGGGGGGGGGGGGGGGGG1022102010191019101810181022EX. BUILDING4,500 SF(3,000 SF RETAIL, 1,500 SF REST.)FF=1023.10SAN6"SAN6"SAN6"SAN6"SAN6"SAN6"CO6" SAN. SWR.INV(S)=1016.10SAN. CORIM=1022.40INV(N,S)=1014.10SAN. CORIM=1022.10INV(N,S)=1015.60COW8"W8"W6"WVWVHYDST15"ST 12"ST 12"ST 12"
ST
12
"ST18"ST12"ST12"ST12"ST12"ST12"EX STRUCT #G112" FESFL(N)=1017.38EX STRUCT #H118"FESFL(W)=1017.40EX STRUCT #G2SW-401 MHRIM=1022.70FL(N)=1017.62FL(S)=1017.52EX STRUCT #G3SW-501 INTAKET/C=1022.60G=1022.10FL(S)=1018.10EX STRUCT #F115" FESFL(E)=1017.00 RESTRICTOR PLATEW/ 5.2" DIA. OPENINGEX STRUCT #H2SW-501 INTAKET/C=1022.00G=1021.50FL(N,W)=1017.55FL(E)=1017.4518" PLUGFL(W)=1017.73EX STRUCT #H3SW-501 INTAKET/C=1022.67G=1022.17FL(S)=1018.17ST8"ST8"EX 8" ROOF DRAINFL(N)=1020.00DTU/E U/E U/E U/E U/E U/E GMG G G G G G G G G G
EX. PRIVATE STORM WATERMANAGEMENT FACILITIESMAINTENANCE EASEMENT1022
10221022
1023
1021
1020
1019
1018
10221023101810201022
1
0
2
4
1024102410251025102
210221025
1022
10221022
1
0
2
2 10221021101910201020102210191023102310221021
1016
1023
1022
1020
10161024
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:LOTS 4-5 WAUKEE VISTA COMMERCIAL PARK
100 W. HICKMAN ROAD, WAUKEEEWM160518190128060280CJB10-07-19 CITY SUBMITTAL10-16-19 CITY SUBMITTAL10-23-19 CITY SUBMITTAL190415GRAPHIC SCALE020102040M:\LAND PROJECTS 2019\190415\DWG\C4 UTILITY.DWG10/23/2019 9:36:10 AM 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.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.18" RCP OUTLETELEV. = 1015.62WEIR PLATE ELEV = 1019.36(100-YR HWL)WEIR LENGTH = WIDTH OF MANHOLEOUTLET RESTRICTION8.8" DIAMETER OPENINGELEV. = 1015.62RIM = 1022.4018" RCP INLETELEV. = 1015.622' SUMPDEPTHEX. STRUCTURE #B2 MODIFIED SW-402SCALE NONEMODIFIED 5'x5'SW-402 MHEXTEND WEIR PLATE TO NEW100-YR HWL ELEV = 1019.54REDUCE RESTRICTION SIZETO 8.1" DIA. OPENINGNOTE:ADJUSTMENTS TO WEIR WALL ANDOPENING SHALL BE MADE IN THE FIELDAND ARE SUBJECT TO CITY APPROVAL
PROPOSEDSTORAGE BUILDING3,750 SFFF=1022.50WV102410231022
10
2
2
1024
1
0
2
3
U/EEPGGM
DDEESU/E U/E U/E U/E
XXXXXLAUREL STREET(PUBLIC STREET - CONC SURFACE)EX 4' CHAINLINK FENCEEX 6' CHAINLINK FENCEX30' BUILDING SETBACK LINE25' LANDSCAPE BUFFER LINE(BK 2006,PG 19690)30' BUILDING SETBACK LINESAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"15"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST48"ST48"ST48"O/E
O/E
STGGGGGGGG
GGGGGLOT 3LOT 4LOT 540' x 74'INGRESS/EGRESSEASEMENT(BK 2008,PG 5400)EX. 5' PUE(BK 815,PG 416)24"EX CONCPAVEMENTEX CONC.EX. 4' SAN. SEWEREASEMENT(BK 815,PG 416)XEX 6' CHAINLINK FENCEEX. RETAIL3,750 S.F.FF = 1023.00EX. RETAIL3,000 S.F.FF = 1023.00EX. TIRE STORE6,000 S.F.FF = 1023.00OFFICEWAITINGAREAW6"W6"W6"W6"W6"W6"HYDST15"ST15"ST15"ST15"ST 18"ST 18"ST 18"ST15"ST15"ST15"ST15"W6"W6"W6"HYDST30"ST30"ST 18"ST 18"ST 18"ST 18"ST 18"ST 18"ST 18"ST 18"ST 18"ST 18"DST24"ST24"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W6"W6"W6"W6"W8"W8"W8"W8"W8"WVWVSAN6"SAN6"COCOSAN 6"SAN 6"SAN 6"SAN 6"ST12"DST 24"ST 24"ST 24"ST 24"SAN6"SAN6"SAN6"COEX CONC.EX CONC.EX CONC.EX CONC PAVEMENTEX CONC PAVEMENTEX CONC PAVEMENTEX CONC PAVEMENT
EX CONC PAVEMENT
EX CONC PAVEMENTEX CONCDRIVEEX CONC.13471587102210
2
2
1022
102210221022102210221022
1
0
2
2
102210221023102210241020101710161016102010221022TG G G G G G G G G GU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E
U/E
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U/E
EX CONC.EX CONC.GGGGGGGGGGGGGGGGG102210221020101910191018101810211022EX. BUILDING4,500 SF(3,000 SF RETAIL, 1,500 SF REST.)FF=1023.10EX CONC PAVEMENTEX CONC PAVEMENT
EX CONC PAVEMENT
SAN6"SAN6"SAN6"SAN6"SAN6"SAN6"COCOW6"WVWVHYDST15"ST 12"ST 12"ST 12"
ST
12
"ST18"ST12"ST12"ST12"ST12"ST12"ST8"ST8"DTU/E U/E U/E U/E U/E U/E
GMG G G G G G G G G G
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1023
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1
0
2
4
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1
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2 10221021101910201020102210191023102310221021
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RELOCATE5 EX. TREESRELOCATEDTREE, TYP.REMOVE & REPLACE EX. BUFFERPLANTINGS IN KIND AS NEEDEDFOR GRADING ACTIVITIESEX. LANDSCAPING, TYP.AB1OG4LANDSCAPE NOTES:1.ALL SODDING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE URBAN STANDARDSPECIFICATIONS, UNLESS SPECIFIED OTHERWISE.2.SOD ALL DISTURBED AREAS UNLESS NOTED OTHERWISE ON PLAN. LIMITS SHOWN ON PLAN ARE FOR REFERENCEONLY. 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 NURSERYSTOCK (ANSI Z60.1).6.CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OFACCEPTANCE.7.IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE IDENTIFICATION TAGS AND CORDS ON ALL PLANT MATERIALPRIOR TO THE COMPLETION OF THE CONTRACT. IDENTIFICATION TAGS MUST BE LEFT ON UNTIL AFTERACCEPTANCE BY OWNER OR OWNER'S REPRESENTATIVE.8.CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES, SHRUBS AND GROUND COVERBEDS TO A DEPTH OF 4 INCHES, UNLESS NOTED.9.STAKE AND WRAP ALL DECIDUOUS TREES IMMEDIATELY AFTER PLANTING. STAKE ALL TREES ACCORDING TO THESTAKING DETAILS. CONTRACTOR SHALL ADJUST AND MAINTAIN GUYING TENSION THROUGHOUT THE PLANTESTABLISHMENT PERIOD.10.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.11.NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE LANDSCAPE ARCHITECTAND MUST BE APPROVED BY THE WAUKEE DEVELOPMENT SERVICES DEPARTMENT.12.ALL EDGING SHALL BE DURAEDGE 1/8" STEEL EDGING - COLOR GREEN, OR APPROVED EQUAL..13.CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEW PLANTSFOR A PERIOD OF 30 DAYS.14.ALL SHRUB AND PERENNIAL PLANTING BEDS SHALL BE MULCHED WITH 4" THICK SHREDDED HARDWOOD MULCH.15.ALL BEDS TO RECEIVE GRANULAR PRE-EMERGENT WEED CONTROL BEFORE AND AFTER MULCH IS INSTALLED.LANDSCAPE 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:LOTS 4-5 WAUKEE VISTA COMMERCIAL PARK
100 W. HICKMAN ROAD, WAUKEEEWM160518190128060280CJB10-07-19 CITY SUBMITTAL10-16-19 CITY SUBMITTAL10-23-19 CITY SUBMITTAL190415GRAPHIC SCALE020102040DO 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.DECIDUOUS 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:EXISTING LOTS 4-5 PLANTING SCHEDULE (SHOWN FOR REFERENCE PURPOSES):M:\LAND PROJECTS 2019\190415\DWG\C5 LANDSCAPE.DWG10/23/2019 9:36:21 AM LOTS 4-5 LANDSCAPE REQUIREMENTS:TOTAL SIZE OF LOT87,016 SFTOTAL REQUIRED OPEN SPACE (20%)17,403 SFOPEN SPACE TREES REQUIRED 18OPEN SPACE TREES PROVIDED18OPEN SPACE SHRUBS REQUIRED 18OPEN SPACE SHRUBS PROVIDED98LAUREL STREET BUFFER ZONE 231 LN FTTOTAL OVERSTORY TREES REQUIRED (1 PER 50 FT)4.6 (5)TOTAL OVERSTORY TREES PROPOSED (1 PER 50 FT)5TOTAL EVERGREEN TREES REQUIRED (2 PER 50 FT)9.36 (10)TOTAL EVERGREEN TREES PROPOSED (2 PER 50 FT)10TOTAL UNDERSTORY TREES REQUIRED (2 PER 50 FT)9.36 (10)TOTAL UNDERSTORY TREES PROPOSED (2 PER 50 FT)104" 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 TREESET ROOTBALL FLUSH WITHFINISHED GRADEEVERGREENS WITH DAMAGEDCENTRAL LEADER WILL BEREJECTED
FINISHED SLAB
0' -0"
TOP PLATE
16' -0"
12' x 12' INSULATED
O.H. DOOR
INSULATED
H.M. DOOR
4"
1'-0"
4"
1'-0"
FINISHED SLAB
0' -0"
TOP PLATE
16' -0"
4'-0" x 2'-0" VINYL SLIDING
WINDOW @ 9' -0" H.H. (TYP.)
FINISHED SLAB
0' -0"
TOP PLATE
16' -0"
4"
1'-0"
4"
1'-0"
FINISHED SLAB
0' -0"
TOP PLATE
16' -0"
FIBER GL. COMP.
ARCH. SHINGLES
(TYP.)
HARDI LAP SIDING
(TYP.) - COLOR TO
MATCH EXIST. BUILDING
8x8x16 SPLIT FACED
CMU BLOCK VENEER
- COLOR TO MATCH
EXIST. BUILDING
(TYP.)4' - 0"(TYP.)
4' - 0"D.S. (TYP.)
1421 S Bell Ave,
Ames, Iowa
phone
fax
www.sbaarchitecture.com
Project no.
Date:
Ste. 101
50010
(515) 232-8447
(515) 232-9521
Project:Contents:THE DESIGN PROFESSIONAL WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS THAT ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS, AND THE DESIGN INTENT THEY CONVEY, OR FROM PROBLEMS THAT ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONAL'S GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITES OR CONFLICTS THAT ARE ALLEGED.A200
19013Laurel Street Commercial Building10/16/2019100 W. Hickman Road,Waukee, Iowa 50263BUILDING
ELEVATIONSNOT FOR CONSTRUCTION1/8" = 1'-0"1 NORTH ELEVATION
1/8" = 1'-0"2 EAST ELEVATION
1/8" = 1'-0"3 SOUTH ELEVATION
1/8" = 1'-0"4 WEST ELEVATION
No.DescriptionDateSEE 4/A200 FOR TYPICAL NOTESSEE 4/A200 FOR TYPICAL NOTES
SEE 4/A200 FOR TYPICAL NOTES