HomeMy WebLinkAbout2019-05-06-J05 Lot 3 Waukee Vista Commercial Park_Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: May 6, 2019
AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Lot 3,
Waukee Vista Commercial Park (120 W. Hickman Road)
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: Waukee Properties Partnership, applicant, requests
approval of a site plan to allow for the construction of a multi-tenant
commercial building. The multi-tenant building is proposed to be 4,500 square
feet in area and 25-feet in height. The building elevations indicate space for
three tenants. No tenants are know at this time.
Access to the site is provided by two shared access points along Hickman
Road and a shared access point along Laurel Street. Thirty-five (35) parking
spaces are required and the site plan identifies that thirty-seven (37) parking
spaces.
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. The building will feature brick, glazing, EIFS and concrete block.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission
reviewed this project at the April 23, 2019 Commission Meeting and recommended approval
subject to remaining staff comments:
Approval of a Site Plan for Lot 3 Waukee Vista Commercial Park [120 W. Hickman Road]
City Planner, Melissa DeBoer, introduced the request for approval of a site plan as presented by the
applicant, Vista Real Estate and Investment Corporation, to construct a multi-tenant commercial
building. The subject property is located south of W Hickman Road and west of Warrior Lane,
containing approximately 1 acre.
Mrs. DeBoer advised that the project would involve the construction of a 3 tenant building
approximately 4.500 square feet in area with a drive-thru lane on the east side of the building. The
trash enclosure is shown to the south of the building and a monument sign is shown at the northwest
corner of the site. Utilities are available to the site, and storm water detention will be provided with a
detention basin located to the south of the site.
Access would be obtained through the adjoining properties with a blanket access agreement across
lots 1-5 of the development. A five foot wide sidewalk will be constructed on the south side of the site
along Laurel Street which will connect to adjacent sidewalks to both the east and west. Parking,
landscaping, and open space requirements have been met.
J5
At this time staff recommends approval subject to any remaining staff comments.
Commissioner Tietz questioned if it would have a similar look to the Power supply building.
Mrs. DeBoer advised yes.
Commissioner Hoifeldt questioned if there would be a drive access along Laurel Street
installed with this project. Mrs. DeBoer advised that was correct, it would be a shared access
with the one currently leading to Sherwin Williams.
Commissioner Koshy questioned how the traffic would flow for the drive through and if the
developer saw any issue with the lay out. Mrs. DeBoer advised the applicant did provide a
traffic layout of the site and the engineering department seemed to not have any issues with it,
however, impact would depend on the tenant.
Commissioner Tietz verified that the detention basin was a dry bottom. Mrs. DeBoer advised
that was correct.
Commissioner Tietz moved to approve a site plan for lot 3 of Waukee Vista Commercial Park [120 W.
Hickman Road], subject to any remaining staff comments. Commissioner Hoifeldt seconded the
Motion. Ayes: Tietz, Broderick, Hoifeldt, and Koshy. Nays: None. Motion Carries.
STAFF REVIEW AND COMMENT: All staff comments have been addressed. The proposed
building meets all zoning requirements as well as architectural requirements.
RECOMMENDATION: Approve the resolution.
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Site Plan & Elevations
PREPARED BY: Andy Kass, Senior Planner
REVIEWED BY:
THE CITY OF WAUKEE, IOWA
RESOLUTION 19-
APPROVING THE SITE PLAN FOR LOT 3, WAUKEE VISTA COMMERCIAL PARK
(120 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 Lot 3, Waukee Vista Commercial Park, subject to remaining staff comments on
April 23, 2019; AND,
WHEREAS, the Site Plan for Lot 3, 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 Lot 3, 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 6th day of May, 2019 that the Site Plan for Lot 3, 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: Lot 3 Waukee Vista Commercial
Park – Site Plan
PREPARED BY: Melissa DeBoer, AICP – Planner II
REPORT DATE: April 19, 2019
MEETING DATE: April 23, 2019
GENERAL INFORMATION
Applicant/Owner: Waukee Properties Partnership c/o Vista Real Estate
& Investment Corp.
Project Manager: Eric Miller, P.E. – Bishop Engineering
Request: The applicant is requesting approval of a site plan
for a multi-tenant commercial building.
Location and Size: Property is located south of W Hickman Road and
west of Warrior Lane, containing approximately
1.00 acre.
Property Address: 120 W. Hickman Road
AREA MAP
ABOVE: Aerial of subject property (outlined in RED) in relation to the surrounding area.
April 19, 2019
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Vacant – Undeveloped 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)
PROJECT DESCRIPTION
The project involves the construction of a multi-tenant commercial building that is proposed to be
approximately 4,500 square feet in area. The proposed building includes three possible tenant spaces and a
drive-thru lane on the east side of the building for the possibility of a future tenant with a drive-thru. A trash
enclosure is shown to the south of the building within the parking lot. A monument sign is shown to be
located at the northwest corner of the site.
ACCESS AND PARKING
There are several accesses into this site from the surrounding properties. A blanket access agreement will be
used in order to allow access through the driveways and parking areas across Lots 1-5 of the Waukee Vista
Commercial Park development.
A total of 35 parking spaces and 5 queuing spaces are required for this facility (4 spaces per 1,000 square feet
of retail, 15 spaces per 1,000 square feet of restaurant, and 5 queuing spaces for the potential drive-thru). The
total amount of parking proposed is 37 spaces and 5 queuing spaces, including 2 accessible stalls. The
proposed site plan meets the parking requirements of the ordinance.
SIDEWALKS/TRAILS
A five foot wide sidewalk will be constructed on the south side of the site along Laurel Street. This sidewalk
will connect to the adjacent sidewalks to both the west and east. Sidewalks are provided around the exterior
of the building in order to provide pedestrian access to and from the parking lot.
UTILITIES
All utilities will be provided to this site. Sanitary sewer, water, and gas services are provided off of Laurel
Street.
Storm water detention will be provided with a detention basin located on the south 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 33%. The applicant has provided the required amount of plantings per the landscaping ordinance.
April 19, 2019
3 of 3
ELEVATIONS
The elevations of the building are proposed to be constructed primarily of brick, EIFS, split faced concrete
block, and storefront glazing. The trash enclosure is proposed to be constructed of the split faced concrete
block to match the building.
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 Lot 3 Waukee Vista Commercial Park subject to remaining staff
comments.
SITELOT 3 WAUKEE VISTA COMMERCIAL PARKSITE IMPROVEMENT PLANSIOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.PROPERTY DESCRIPTION:LOT 3 WAUKEE VISTA COMMERCIAL PARK, AN OFFICIAL PLAT NOW INCLUDED IN ANDFORMING 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:43,402 S.F (1.00 ACRES) MORE OR LESSDISTURBED AREA:2.1 ACRES MORE OR LESSADDRESS:120 W. HICKMAN ROADWAUKEE, IA 50263OWNER:WAUKEE PROPERTIES PARTNERSHIPC/O VISTA REAL ESTATE & INVESTMENT CORP.CONTACT: SCOTT TEMPLE2400 86TH STREET, STE. 24URBANDALE, IA 50322PH: (515)-276-3456ENGINEER/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:PROPOSED LOT 3 PARKING:REQUIRED: REQUIRED RETAIL (4/1,000 SF) = (3,000/1,000) x 4 = 12 SPACES REQUIRED RESTAURANT (15 SP/1,000 SF & 5 QUEUING) = (1,500/1,000) x 15 = 23 SPACES TOTAL REQUIRED = 35 SPACES & 5 QUEUINGPROVIDED = 37 SPACES & 5 QUEUING (INCL. 2 ADA)OPEN SPACE / IMPERVIOUS AREA:TOTAL SITE AREA = 43,402 S.F. = 1.00 ACRESREQUIRED OPEN SPACE = 8,680 S.F. (20.0%)EXISTING OPEN SPACE = 37,941 S.F. (87.4%)EXISTING IMPERVIOUS = 5,461 S.F. (12.6%)PROPOSED OPEN SPACE = 14,381 S.F. (33.1%)PROPOSED IMPERVIOUS = 29,021 S.F. (66.9%)FUTURE LOTS 2 & 3 OPEN SPACE = 32,373 S.F. (37.3%)FUTURE LOTS 2 & 3 IMPERVIOUS = 54,430 S.F. (62.7%)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 PLANC6.1DETAILS SHEETC7.1SWPPPREFERENCE NUMBER:3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:LOT 3 WAUKEE VISTA COMMERCIAL PARK
120 W. HICKMAN ROAD, WAUKEE, IOWAEWM160518060280CJB03-05-19 CITY SUBMITTAL03-15-19 CITY SUBMITTAL04-02-19 CITY SUBMITTAL190128PRELIMINARY- NOT FOR CONSTRUCTIONM:\LAND PROJECTS 2019\190128\DWG\C0 COVER.DWG3/29/2019 7:58:34 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 BE RESPONSIBLE FOR COORDINATION AND ALL COSTS ASSOCIATEDWITH AS-BUILT TOPO OF DETENTION POND & DETENTION POND STORM SEWER. CONTRACTORSHALL BE RESPONSIBLE FOR CONTACTING BISHOP ENGINEERING (CHUCK BISHOP AT515-276-0467) TO PERFORM SAID AS-BUILT SURVEY. IF DETENTION PONDS HAVE BEEN GRADEDINCORRECTLY, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBSEQUENT AS-BUILT TOPOSURVEYS UNTIL ISSUES HAVE BEEN RECTIFIED.4.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.5.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..6.ALL PROPOSED RCP STORM SEWER PIPE JOINTS SHALL BE FABRIC WRAPPED AND HAVE A 3FOOT WIDE CLAY WATER STOP AND THE LAST 3 PIPE SECTIONS ON THE APRON SHALL BE TIEDWITH RF-14 TYPE II CONNECTORS. ALL APRONS SHALL HAVE A STANDARD FOOTING AND TRASHGUARD.7.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.8.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.9.WATERMAINS SHALL BE C-900. SIZE OF WATERMAIN AS SHOWN ON PLANS.10.THRUST BLOCKS SHALL BE INSTALLED AS REQUIRED AND SHALL BE CONSIDERED INCIDENTAL TOWATERMAIN CONSTRUCTION.11.PROPOSED WATERMAIN SHALL BE PRESSURE TESTED, BACTERIA TESTED AND CHLORINATED.THE FILLING OF THE WATER MAIN SHALL BE DONE BY THE CITY OF WAUKEE.12.TRACER WIRE SHALL BE ADDED TO ALL WATER MAIN, AND BROUGHT TO THE SURFACE AT EVERYHYDRANT.13.ALL HYDRANTS WILL IMMEDIATELY BE COVERED WITH A BLACK PLASTIC BAG (OR EQUIVALENT)ONCE THE HYDRANT IS INSTALLED. THE CITY OF WAUKEE WILL NOTIFY THE CONTRACTOR WHENTHE BAGS CAN BE REMOVED.14.THE MINIMUM HYDRANT LEAD SHALL BE 3.5 FEET.15.ALL FIRE HYDRANTS ARE TO HAVE 4 INCH STORZ FITTINGS.16.CONTRACTOR TO COORDINATE TIE-INS TO EXISTING UTILITIES WITH THE CITY OF WAUKEEENGINEERING DEPARTMENT.17.ALL UTILITIES SHALL BE INSTALLED AND TESTED PER THE WAUKEE STANDARD SPECIFICATIONSFOR PUBLIC IMPROVEMENTS.18.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.19.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 - APRIL 2019COMPLETE CONSTRUCITON - NOV. 2019
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"
ST 15"ST 15"ST 15"ST15"ST 15"ST 15"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST48"ST48"ST48"O/E
O/E
O/EST42"ST42"ST 15"
ST 15"GGGGGGGGGGGGGGGGW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"U/EU/EU/EU/E U/E U/E
U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EW8"W8"W8"W8"W8"W8"W8"LOT 1LOT 2LOT 3LOT 4LOT 5WAUKEE
V
ISTA
COMMERC
IAL
PARKKOETHE ADD
IT
IONLOT 1
MELROSE DR.
(PUBLIC STREET - CONC SURFACE)
TERRACE DR.
(PUBLIC STREET - CONC SURFACE)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 FENCEW/ POSTSEX. 4' SAN. SEWEREASEMENT(BK 815,PG 416)20' STORM SEWER &PUBLIC UTILITYEASEMENT(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' PRIVATEWATER MAINEASEMENTBK. 2017, PG. 16616EX. PRIVATE 20'x62'INGRESS/EGRESS EASEMENTBK. 2017, PG. 12737EX. 10' P.U.E.
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)=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.GGGGGGGGGGGGGGGGGGG1023102210211020101910191020102110221022
1022102210221026
1025 10231024
102710
2
6102510251025
1024102410241025
102210221022102010191019101810181021102230' BUILDING SETBACK LINE25' LANDSCAPE BUFFER LINE(BK 2006,PG 19690)OWNER: AJE HICKMAN, LLCZONED: C-130' BUILDING SETBACK LINE100-YR HWLDEMO 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:LOT 3 WAUKEE VISTA COMMERCIAL PARK
120 W. HICKMAN ROAD, WAUKEE, IOWAEWM160518060280CJB03-05-19 CITY SUBMITTAL03-15-19 CITY SUBMITTAL04-02-19 CITY SUBMITTAL190128PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE030153060M:\LAND PROJECTS 2019\190128\DWG\C1 DEMO.DWG3/29/2019 7:58:45 AM
SHARED ACCESS AREA
111218'9'18'FUTURE PATIO 75'20'20'60'
60'9'18'618'9'7524'24'12'4'18'9'ONE-WAY DRIVE
(FUTURE DRIVE-THRU)FUTURE PARKING76'
6'1024.5'24'9.1'19.8'
19.8'875'PROPOSED BUILDING4,500 SF(3,000 SF RETAIL, 1,500 SF REST.)FF=1023.10512'60'
4'75'24'18'9'18'9'18'
6'
24'9'9'60'1'R4'R4
'R4'R
8
'
R
4
'
R2
'R2'R2
'R2'R10'R
4
'R4'R4
'R15'R4'25'
5'FUTURE BUILDING4,500 SF(1,500 SF RETAIL, 3,000 SF REST)FF=1023.00PCC TURNED DOWN WALK ADA SIGNADA RAMPPCC TURNED DOWN WALK6" PCC PAVEMENT, TYP.(REF. DETAIL SHEET C6.1)6" PCC PAVEMENT, TYP.(REF. DETAIL SHEET C6.1)14'x8' TRASHENCLOSURE(REF. ARCH.)6'ADA RAMPW/ DET.PANELS5" PCC WALK4'8.2'9.33'SPRINKLERROOMFDCPROPOSED PRIVATESTORM WATERMANAGEMENT FACILITIESMAINTENANCE EASEMENTNEW TRANSFORMER(COORD. W/ MIDAM)TU/E U/E U/E U/E
GMG G G G G G GT
COWVWVWV
HYD789'18'18'9'24'26.78'5'19.8'
19.8'
20.63' MONUMENT SIGN(REF. ARCH.)15'4'PCC FLUME(REF. C6.1)INSTALL PCC CURBALONG EX. WALK,MATCH T/C GRADE WITHEX. WALK GRADEPROPOSED 20'PRIVATE WATERMAIN EASEMENT FUTURE PARKINGFUTURE PARKING75'8.8'8.75'LIGHT POLE, TYP.(REF. ELEC)ADA RAMPHYDR12'R
1
2
'R1
5
'ADA RAMPR0
.
5
'R4'18'9'R4'R
4
'DCO24'51.63'N90°00'00"W103.56'
S00°00'00"E25.01'N41°47'33"W48.77'N90°00'00"E2
7
.
8
0
'
N
4
4
°
3
8
'
0
4
"
E
65.13'
N00°00'00"E 106.64'N90°00'00"E106.64'N90°00'00"E20.00'
N00°01'13"W
20.00'N00°00'00"E WSODDDEEDSSWVWVHYDWVWVWVHYDU/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"SANSAN8"ST 15"
ST 15"ST 15"ST 15"ST15"ST 15"ST 15"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST48"ST48"ST48"ST48"O/E
O/E
O/EST42"ST42"ST 15"
ST 15"GGGGGGGGGGGGGGGGW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"U/EU/EU/EU/E U/E U/E
U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EW8"W8"W8"W8"W8"W8"W8"LOT 1LOT 2LOT 3LOT 4LOT 5KOETHE ADD
IT
IONLOT 1
MELROSE DR.
(PUBLIC STREET - CONC SURFACE)
TERRACE DR.(PUBLIC STREET - CONC SURFACE)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 FENCEW/ POSTSEX. 4' SAN. SEWEREASEMENT(BK 815,PG 416)20' STORM SEWER &PUBLIC UTILITYEASEMENT(BK 727,PG 272)EX. PAVEMENT STRIPING, TYP.XXXMBEX 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' PRIVATEWATER MAINEASEMENTBK. 2017, PG. 16616EX. PRIVATE 20'x62'INGRESS/EGRESS EASEMENTBK. 2017, PG. 12737EX. 10' P.U.E.
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"DST24"W8"W8"W8"W8"W8"W8"W8"W8"W8"W6"W6"W6"WVW8"W8"W8"W8"W8"W8"WVWVSAN6"COCOSAN 6"SAN 6"SAN 6"ST12"DST 24"ST 24"ST 24"SAN6"SAN6"COEX 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.134771587TG G G G G GU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E
U/E
U/E
EX CONC.EX CONC.GGGGGGGGGGGGGGGGGGGG30' BUILDING SETBACK LINE25' LANDSCAPE BUFFER LINE(BK 2006,PG 19690)OWNER: AJE HICKMAN, LLCZONED: C-130' BUILDING SETBACK LINELAYOUT 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:LOT 3 WAUKEE VISTA COMMERCIAL PARK
120 W. HICKMAN ROAD, WAUKEE, IOWAEWM160518060280CJB03-05-19 CITY SUBMITTAL03-15-19 CITY SUBMITTAL04-02-19 CITY SUBMITTAL190128PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE030153060M:\LAND PROJECTS 2019\190128\DWG\C2 LAYOUT.DWG3/29/2019 7:58:56 AM
PROPOSED BUILDING4,500 SF(3,000 SF RETAIL, 1,500 SF REST.)FF=1023.10FUTURE BUILDING4,500 SF(1,500 SF RETAIL, 3,000 SF REST)FF=1023.00DETENTION BASIN100-YR HWL=1020.43'FREEBOARD=1022.10'TU/E U/E U/E U/E
GMG G G G G G GT
COWVWVWV
HYDEX1022.96T/C±EX1022.46G±EX1021.90GEX1022.35G(OVERFLOW)1022.50T/C1022.00GEX1022.10GEX1022.55G±1025.701025.651025.701025.75EX1024.91EX1024.82EX1021.94GEX1022.53GEX1022.48G(OVERFLOW)EX1022.24GEX1022.17GEX1022.50GEX1023.01T/CEX1022.52GEX1021.62G1022.48T/CEX1021.98G1022.22T/CEX1021.72G1.0%1.0%1.0%1.0%1022.751022.901022.905:1
1021.75/C1021.25GEX1022.05G5.8%6.3%EMERGENCY BASINOVERFLOW LOCATIONELEV=1021.72100-YR PONDINGELEV=1022.15100-YR PONDINGELEV=1021.65100-YR PONDINGELEV=1021.771.2%100-YR PONDINGELEV=1018.651021.75T/C1021.25G(OVERFLOW)EX1021.38GEX1025.32T/CEX1024.92GEX1025.52T/CEX1025.04G1022.70T/CEX1022.20GEX1022.15GEX1025.32GEX1025.26G1022.50T/C1022.00G1023.101023.101023.101022.90T/C1022.40G1022.75T/C1022.25G1022.96T/CEX1022.46GEX1022.27G1022.56T/CEX1022.06G1022.40G1022.90T/C1022.40G1022.501022.90T/C1022.40G1023.001022.90T/C1022.40G1023.001023.001022.50G1022.40G1022.901.7%5.0%5.0%1.7%1023.00T/C1022.50G1.7%
1.7%
1.7%
1.7%0%0%7.8%7.8%7.8%7.8%1022.50G1022.44G1022.90T/C1022.40G1022.60T/C1022.10G1023.00T/C1022.50G1022.70T/C1022.20G1023.00T/C1022.50G1022.85T/C1022.35G(OVERFLOW)1023.00T/C1022.50G1023.00T/C1022.50G1022.50T/C1022.00G1022.25T/C1021.75G2' CURB CUT1021.40G1022.25T/C1021.75G1022.05T/C1021.55G1022.05T/C1021.55G1022.50T/C1022.00G1023.101023.101022.84T/C1022.34GEX1022.69EX1023.46EX1024.251022.00T/C1021.50G(OVERFLOW)1022.25G1022.00G1022.00G1023.00T/C1022.50G1023.75T/C1023.25G1024.50T/C1024.00G1024.25T/C1023.75GEX1024.03T/CEX1024.31T/CEX1024.56T/CEX1024.96T/CEX1023.79T/C1024.751025.031025.281025.681024.821025.101025.351025.754.0%
4.0%
4.0%1023.50T/C1023.00G3.3%2.0%
4.5%EX1024.30T/CEX1024.47T/CEX1024.04T/CEX1023.80T/CEX1023.57T/CEX1023.17T/C1022.60T/C1022.10G1022.50T/C1022.00G1022.90T/C1022.40G(OVERFLOW)MATCH EX. GRADE1017.001017.401017.401.5% TEMP.DRAINAGE2.0% TEMP.DRAINAGE1023.001022.901.7%
1.7%0%0%EX1022.30GEX1022.10G0%0%EX1022.34GEX1023.054:14:15:1
5:1
100-YR HWL2.0%
2.0%
1
.
0%1020102110221020102210211022102210251024102310241025102510221018
EX.1.9%EMERGENCYBASIN OVERFLOWLOCATION100-YR PONDINGELEV=1022.15100-YR PONDINGELEV=1022.35100-YR PONDINGELEV=1021.83100-YR PONDINGELEV=1021.690%0%1023.001.7%102310231023.101023.101020.001020.001025.501021.9010221022.45EXHYD4'x9' TRM ATROOF DRAIN10222.67T/C1022.17G10222.90T/C1022.40G1022.80T/CEX1022.30G6.3%6.3%1.0%1022.50G1022.44G1.0%NO CURBNO CURBNO CURB 1022.70T/C1022.20G1023
1023
1023DCO1022.80T/C1022.30G1022.50T/C1022.00G1022.15G1022.25G4:1
4:1 2.0% TEMP.DRAINAGE4.5%102310181022
1020
102
21022
102210181022
4'x18' TRMAT CURB CUT1020.101025.601024WSODDDEEDSSWVWVHYDWVWVWVHYDU/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 FENCEX30' BUILDING SETBACK LINE30' BUILDING SETBACK LINESAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"ST 15"
ST 15"ST 15"ST 15"ST15"ST 15"ST 15"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST48"ST48"ST48"STO/E
O/E
O/EST42"ST42"ST 15"
ST 15"GGGGGGGGGGGGGGGGW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"U/EU/EU/EU/E U/E U/E
U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EW8"W8"W8"W8"W8"W8"W8"
MELROSE DR.
(PUBLIC STREET - CONC SURFACE)
TERRACE DR.(PUBLIC STREET - CONC SURFACE)EX CONCDRIVEWWWHY D24"EX CONCPAVEMENTEX CONCPAVEMENT EX. BUILDING4,500 S.F.FF = 1024.00EX. BUILDINGEX CONC.EX CONC.STSAN 8"XXXEX CABLE FENCEW/ POSTSEX. PAVEMENT STRIPING, TYP.XXMBEX 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"HYDST15"ST15"ST15"ST 18"ST 18"ST15"ST15"W6"W6"HYDST30"ST 18"ST 18"ST 18"ST 18"ST 18"ST 18"DST24"W8"W8"W8"W8"W8"W8"W8"W8"W8"W6"W6"W6"WVW8"W8"W8"W8"W8"W8"WVWVSAN6"COCOSAN 6"SAN 6"SAN 6"ST12"DST 24"ST 24"ST 24"SAN6"SAN6"COEX. 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.102210
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.GGGGGGGGGGGGGGGGGGG1023102210211020101910191020102110221022
10221022102210261025 1023102410271026102510251025
1024102410241025
102210221022102010191019101810181021102230' BUILDING SETBACK LINE30' BUILDING SETBACK LINE100-YR HWL1025.701025.651025.701025.751.0%1.0%1.0%1.0%5.8%6.3%1.2%EX1025.52T/CEX1025.04GEX1025.32GEX1025.26GEX1024.96T/C1025.681025.754.0%2.0%
EX.
1.9%1025.501025.60SSAN8"SAN8"SAN8"GGGGGW8"W8"W8"EX CONCDRIVEEX CONC.SAN 8"U/EU/EU/EU/EU/E10251025GRADING 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:LOT 3 WAUKEE VISTA COMMERCIAL PARK
120 W. HICKMAN ROAD, WAUKEE, IOWAEWM160518060280CJB03-05-19 CITY SUBMITTAL03-15-19 CITY SUBMITTAL04-02-19 CITY SUBMITTAL190128PRELIMINARY- 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/SM:\LAND PROJECTS 2019\190128\DWG\C3 GRADING.DWG3/29/2019 7:59:06 AM
GRADING DETAIL 'A'SCALE: 1"=20'LAUREL STREETTOPSOIL 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.
PROPOSED BUILDING4,500 SF(3,000 SF RETAIL, 1,500 SF REST.)FF=1023.10FUTURE BUILDING4,500 SF(1,500 SF RETAIL, 3,000 SF REST)FF=1023.00WYE CONNECTIONTO EX. 8" SAN. SEWERINV(N)=1012.60INV(E,W)=1011.93TU/E U/E U/E U/E
GMG G G G G G G
NEW GAS SERVICE(COORD. W/ CITY)TCOWVWV40 LF-6" WATERMAIN & VALVE6 LF-2" WATERMAIN & VALVEWV
SPRINKLER ROOM25 LF-6" SAN. SWR.@ S=2.00%INV(S)=1016.10GREASE TRAPSIZE TBD(REF. MECH.)SAN. CO #1RIM=1022.40INV(N,S)=1014.10100 LF-6" SAN. SWR.
@ S=1.50%CONNECT TO EX.8" WATER MAINW/ 8"x8" T.S.&V.128 LF-8" WATER MAINR150', TYP.HYDRANTASSEMBLY #1HYD
FDCADJUST SAN MHRIM=1025.758"x6" REDUCERNEW ELEC. SERVICE(COORD. W/ MIDAM)100 LF-6" SAN.SWR. @ S=1.50%SAN. CO #2RIM=1022.10INV(N,S)=1015.60CONTRACTOR TO FIELD VERIFYLOCATION OF EX. UTILITIESPRIOR TO CONSTRUCTION, TYP.CRITICAL CROSSING:BOT. STORM=1016.6TOP SAN=1015.1CRITICAL CROSSING:BOT. STORM=1017.3TOP SAN=1015.7NEW STRUCT #G112" FESFL(N)=1017.38NEW STRUCT #H118"FESFL(W)=1017.40NEW STRUCT #G2SW-401 MHRIM=1022.70FL(N)=1017.62FL(S)=1017.52NEW STRUCT #G3SW-501 INTAKET/C=1022.60G=1022.10FL(S)=1018.10NEW STRUCT #F115" FESFL(E)=1017.00INSTALL RESTRICTORPLATE W/ 5.2" DIA. OPENING26
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93 LF-12" RCP @ S=0.52%CORE DRILLFL(W)=16.81NEW STRUCT #H2SW-501 INTAKET/C=1022.00G=1021.50FL(N,W)=1017.55FL(E)=1017.4512 LF-18" RCP@ S=0.40%46 LF-18" RCP@ S=0.40%18" PLUGFL(W)=1017.73CRITICAL CROSSING:BOT. STORM=1017.7TOP WATER=1015.78"x6" TEE45° BENDS155 LF-12" RCP@ S=0.40%NEW STRUCT #H3SW-501 INTAKET/C=1022.67G=1022.17FL(S)=1018.171020102110221020102210211022102210251024102310241025102510221018
ADJUST EXISTINGRESTRICTOR PLATETO 8.0" DIA. OPENING(PER UPDATED SWMP)102310231022HYDRANTASSEMBLY #2HYD
74 LF-8" ROOF DRAIN
@ S=1.00%8" ROOF DRAINFL(N)=1020.001023
1023
1023DCO102310181022
1020
102
21022
28 LF-15" RCP@ S=0.67%102210181022
1024EX 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)X30' BUILDING SETBACK LINE30' BUILDING SETBACK LINESAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"ST 15"
ST 15"ST 15"ST 15"ST15"ST 15"ST 15"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST48"ST48"ST48"O/E
O/E
O/EST42"ST42"ST 15"
ST 15"GGGGGGGGGGGGGGGGW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"U/EU/EU/EU/E U/E U/E
U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EW8"W8"W8"W8"W8"W8"W8"
MELROSE DR.
(PUBLIC STREET - CONC SURFACE)
TERRACE DR.
(PUBLIC STREET - CONC SURFACE)WWWHY D24"EX. BUILDING4,500 S.F.FF = 1024.00EX. BUILDINGSTSAN 8"XXXXXMBEX. 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' PRIVATEWATER MAINEASEMENTBK. 2017, PG. 16616EX. PRIVATE 20'x62'INGRESS/EGRESS EASEMENTBK. 2017, PG. 12737EX. 10' P.U.E.
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)=1016.81FL(E)=1016.71SAN6"SAN6"COEX SAN. CORIM=1022.75INV(E)=1014.60INV(S)=1014.20102210
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 GGGGGGGGGGGGGGGGGGG1023102210211020101910191020102110221022
1022102210221026
1025 10231024
102710
2
6102510251025
1024102410241025
102210221022102010191019101810181021102230' BUILDING SETBACK LINE30' BUILDING SETBACK LINEUTILITY 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:LOT 3 WAUKEE VISTA COMMERCIAL PARK
120 W. HICKMAN ROAD, WAUKEE, IOWAEWM160518060280CJB03-05-19 CITY SUBMITTAL03-15-19 CITY SUBMITTAL04-02-19 CITY SUBMITTAL190128PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE030153060M:\LAND PROJECTS 2019\190128\DWG\C4 UTILITY.DWG3/29/2019 8:05:28 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.FIRE HYDRANT ASSEMBLY SHALL INCLUDE THE TEE, BRANCH, VALVE AND HYDRANT.4.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.5.ALL FIRE HYDRANTS ARE TO HAVE 4 INCH STORZ FITTINGS.
WSODDDEEDSSWVWVHYDWVWVWVHYDU/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 FENCEX30' BUILDING SETBACK LINE25' LANDSCAPE BUFFER LINE(BK 2006,PG 19690)30' BUILDING SETBACK LINESAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"ST 15"
ST 15"ST 15"ST 15"
ST
15
"
ST 15"ST 15"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST48"ST48"ST48"O/E
O/E
O/EST42"ST42"ST 15"
ST 15"GGGGGGGGGGGGGGGGW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"U/EU/EU/EU/E U/E U/E
U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EW8"W8"W8"W8"W8"W8"W8"LOT 2LOT 3LOT 4LOT 5
MELROSE DR.
(PUBLIC STREET - CONC SURFACE)
TERRACE DR.
(PUBLIC STREET - CONC SURFACE)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 CONC
PAVEMENT EX. BUILDING4,500 S.F.FF = 1024.00EX. BUILDINGEX CONC.EX CONC.STSAN 8"XXXEX CABLE FENCEW/ POSTSEX. 4' SAN. SEWEREASEMENT(BK 815,PG 416)20' STORM SEWER &PUBLIC UTILITYEASEMENT(BK 727,PG 272)EX. PAVEMENT STRIPING, TYP.XMBEX 6' CHAINLINK FENCEEX. 20' PRIVATE WATERMAIN EASEMENTBK. 2017, PG. 16616EX. PRIVATE STORM WATERMANAGEMENT FACILITIESMAINTENANCE EASEMENTBK. 2017, PG. 19958EX. 20' PRIVATEWATER MAINEASEMENTBK. 2017, PG. 16616EX. PRIVATE 20'x62'INGRESS/EGRESS EASEMENTBK. 2017, PG. 12737EX. 10' P.U.E.
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"DST24"W8"W8"W8"W8"W8"W8"W8"W8"W8"W6"W6"W6"WVW8"W8"W8"W8"W8"W8"WVWVSAN6"COCOSAN 6"SAN 6"SAN 6"ST12"DST 24"ST 24"ST 24"SAN6"SAN6"COEX 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.102210
2
2
1022
102210221022102210221022
1
0
2
2
102210221022102310231022102110241020101710161016102010221022TG G G G G GU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E
U/E
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EX CONC.EX CONC.GGGGGGGGGGGGGGGGGG102210221022102010191019101810181021102230' BUILDING SETBACK LINE25' LANDSCAPE BUFFER LINE(BK 2006,PG 19690)30' BUILDING SETBACK LINEPROPOSED BUILDING4,500 SF(3,000 SF RETAIL, 1,500 SF REST.)FF=1023.10FUTURE BUILDING4,500 SF(1,500 SF RETAIL, 3,000 SF REST)FF=1023.00PROPOSED PRIVATESTORM WATERMANAGEMENT FACILITIESMAINTENANCE EASEMENTTU/E U/E U/E U/E
GMG G G G G G GT
COWVWVWV
HYDPROPOSED 20'
PRIVATE WATER
MAIN EASEMENT
1020102110221020102210211022102210251024102310241025102510221018 102310231022HYD1023
1023
1023DCO102310181022
1020
102
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51.63'N90°00'00"W103.56'
S00°00'00"E25.01'N41°47'33"W48.77'N90°00'00"E2
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N00°00'00"E 106.64'N90°00'00"E106.64'N90°00'00"E20.00'
N00°01'13"W
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N00°00'00"E
1024LB30GL23KC3SODSODSODSODSODSODSODSODSODSODSODSOD SODSODSODKC1BH3BH2SB4RO1OG1RO1PD1OG2SW1SH2GL11GL9KF12EA6KF15LANDSCAPE NOTES:1.ALL SODDING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE URBAN STANDARDSPECIFICATIONS, UNLESS SPECIFIED OTHERWISE.2.AREAS DISTURBED OUTSIDE OF THE ESTABLISHED PROJECT AREA FOR THIS SUBMITTAL ARE TO BE STABILIZEDWITH A TEMPORARY SEEDING.3.SOD ALL DISTURBED AREAS UNLESS NOTED OTHERWISE ON PLAN. LIMITS SHOWN ON PLAN ARE FOR REFERENCEONLY. FINAL LIMITS MAY CHANGE BASED ON CONSTRUCTION ACTIVITIES.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 NURSERYSTOCK (ANSI Z60.1).7.CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OFACCEPTANCE.8.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.9.CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES, SHRUBS AND GROUND COVERBEDS TO A DEPTH OF 4 INCHES, UNLESS NOTED.10.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.11.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.12.NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE LANDSCAPEARCHITECT AND MUST BE APPROVED BY THE WAUKEE DEVELOPMENT SERVICES DEPARTMENT.13.ALL EDGING SHALL BE DURAEDGE 1/8" STEEL EDGING - COLOR GREEN, OR APPROVED EQUAL..14.CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEW PLANTSFOR A PERIOD OF 30 DAYS.15.ALL SHRUB AND PERENNIAL PLANTING BEDS SHALL BE MULCHED WITH 4" THICK SHREDDED HARDWOOD MULCH.16.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:LOT 3 WAUKEE VISTA COMMERCIAL PARK
120 W. HICKMAN ROAD, WAUKEE, IOWAEWM160518060280CJB03-05-19 CITY SUBMITTAL03-15-19 CITY SUBMITTAL04-02-19 CITY SUBMITTAL190128PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE030153060DO 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:PLANTING SCHEDULEM:\LAND PROJECTS 2019\190128\DWG\C5 LANDSCAPE.DWG3/29/2019 7:59:27 AM
LANDSCAPE REQUIREMENTS:TOTAL AREA OF LOT 343,402 SFTOTAL REQUIRED OPEN SPACE (20%) 8,680 SFOPEN SPACE TREES REQUIRED (1/1000 SF OF REQ. OPEN SPACE)9OPEN SPACE TREES PROVIDED (1/1000 SF OF REQ. OPEN SPACE)9OPEN SPACE SHRUBS REQUIRED 18OPEN SPACE SHRUBS PROVIDED18LAUREL STREET BUFFER ZONE116 LN FTTOTAL OVERSTORY TREES REQUIRED (1 PER 50 LNFT)2.3 (3)TOTAL OVERSTORY TREES PROPOSED (1 PER 50 LNFT)3TOTAL EVERGREEN TREES REQUIRED (2 PER 50 LNFT)4.64 (5)TOTAL EVERGREEN TREES PROPOSED (2 PER 50 LNFT)5TOTAL UNDERSTORY TREES REQUIRED (2 PER 50 LNFT)4.64 (5)TOTAL UNDERSTORY TREES PROPOSED (2 PER 50 LNFT)54" 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
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:LOT 3 WAUKEE VISTA COMMERCIAL PARK
120 W. HICKMAN ROAD, WAUKEE, IOWAEWM160518060280CJB03-05-19 CITY SUBMITTAL03-15-19 CITY SUBMITTAL04-02-19 CITY SUBMITTAL190128PRELIMINARY- NOT FOR CONSTRUCTIONM:\LAND PROJECTS 2019\190128\DWG\C6 DETAILS.DWG 3/29/2019 7:59:39 AM ANCHOR BOLTSSPACED 1' O/C,CENTERED ON CURB CUTNORTH AMERICAN GREENC350 TRM OR EQUIVALENTTRM INSTALLATION AT CURB CUT DETAILTREATED 2"x4" LUMBERROADWAYPAVEMENTFINISHED GRADESET TRM 2" BELOW CURB CUT GRADE48"20"6" DIA WEATHERED(COR-TEN) STEEL PIPEEMBEDDED IN CONCFILL PIPE W/ CONCRETEINSTALL BOLLARD 30" INTO SIDEWALKMEASURED FROM EDGE OF PARKINGSTALL TO CENTER OF BOLLARDCLASS "A" CONC FOUNDATIONCENTERED ON BOLLARDEDGE OF PARKING STALLCONC WALK. SEE OTHER DETAILSMUTCD R7-8 (RESERVED PARKING) SIGN2"x2" SQUARE BLACK POWDERCOATED STEEL POLEMUTCD R7-8a OR R7-8b (VAN ACCESSIBLE)PER ADA REQUIREMENTSSTEEL POLE CEMENTEDINTO BOLLARD CENTER24"36"60"1/2" FOAM AROUND BOLLARDSEAL FOAM W/ GRAY MASTICJOINT SEALANT6"BOLLARD W/ HC PARKING SIGN DETAILSCALE NONEVARIES4C6.1SEE SECTION DETAIL 'A'AT RIGHTSECTION DETAIL 'A'CASTING SUPPORT PAD6"X45 DEGREEBEND10'-0" MIN.18"X18"X6" THICKSQUARE CONCRETE PADPVC PIPE STUBFITTING CLEANOUTADADPTERTHREADED PLUGTERMINATION OF SERVICE LINEWYE FITTINGSIDEWALK DETAILSCALE NONE5C6.1FINISHED 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 SLOPE12"SLOPE PER PLANS 1.5% MAX CROSS SLOPEROADWAY PAVEMENT6" MAX24" MIN(DIRECTION SHOWN ON GRADING PLANS)VARIES1" NOMINAL5/8"RESILIENT JOINT FILLER1/2" GRAY MASTIC JOINTSEALANT MATERIALDETAIL A: NOT TO SCALEEDGE WITH 1/4 INCH TOOL FOR LENGTH OF JOINTINDICATED IF FORMED; EDGING NOT REQUIREDWHEN CUT WITH DIAMOND BLADE SAW1"1" NOMINALNOTES:*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 DETAILSCALE NONE3C6.1Parallel Ramp (if required)StandardSidewalk 1'-0"(typ.)Grade BreakSpecial ShapingParallel Curb Ramp: If normal sidewalkelevation cannot be achieved with theperpendicular ramp between the streetand landing due to limited ramp length,provide a parallel ramp to make up theelevation difference between thelanding and the standard sidewalk.The length of the parallel ramp is notrequired to exceed 15 feet, regardlessof the resulting slope. Do not exceed8.3% slope for parallel ramps shorterthan 15 feet.Turning Space: Target slope of 1.5%with maximum slope perpendicular to thetravel directions of 2.0%. Minimum 5feet by 5 feet.Perpendicular Curb Ramp: Targetrunning slope of 6.25% with maximumrunning slope of 8.3%.Target cross slope of 1.5% with amaximum cross slope of 2.0%.Match pedestrian street crossing crossslope or flatter.5678775688995' MIN5'
M
INVARIES2ADA RAMP DETAILSSCALE NONEC6.1 STD. PCC PAVEMENT SECTIONSCALE NONE1C6.1R 2"R 1"MATCH PAVEMENTTHICKNESS6"4.5"3"12" COMPACTEDSUBGRADE95% STD PROCTOR2-6" LIFTS(4000 PSI)PCC6" PCC, UNLESSNOTED OTHERWISEPER PLAN(4000 PSI)SANITARY CLEANOUT DETAILSCALE NONE7C6.1 SCALE NONE6C6.1 ORIFICE PLATESTANDARD JOINT TIES FILL VOID WITHJOINT SEALEROPENING
D
IAMETERPER C
4
.
1 FIT 1/4" THICK STAINLESS STEELORIFICE PLATE INTO FLARED ENDSECTION JOINT,POSITION OPENING TO FITBOTTOM OF PIPESIZE PLATE TO FIT TONGUEAND GROOVE JOINT.STANDARD FLAREDEND SECTIONFLARED END SECTION ORIFICE PLATE DETAILSCALE NONE8C6.1 ORIFICE PLATEPROPOSED DOWNSPOUT (SIZE PER ARCH. PLANS)8" N-12 HDPE STORM SEWER@ MIN. S=1.00%(LOCATIONS PER PLAN)FLOOR SLABPROPOSED GROUNDCAP STORM PIPE AND EXTENDDOWNSPOUT INTO PIPE COVEREXTERIOR WALLPROPOSEDFOUNDATION WALL4"MIN.DEPTH VARIES
PER PLANDOWNSPOUT CONNECTION DETAILSCALE NONE9C6.1
PROPOSED BUILDING4,500 SF(3,000 SF RETAIL, 1,500 SF REST.)FF=1023.10TU/E U/E U/E U/E GMG G G G G G G
COWVWVWV HYD100-YR HWL1020102110221020102210211022102210251024102310241025102510221018 102310231022HYD4'x9' TRM ATROOF DRAIN102310231023
DCO102310181022
1020
1022102210221018 1022 4'x18' TRMAT CURB CUT1024WSODDDEEDSSU/E U/E
XXXLAUREL STREET(PUBLIC STREET - CONC SURFACE)HICKMAN ROAD / US HIGHWAY NO. 6(PUBLIC STREET - CONC SURFACE)XSAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"ST 15"
ST 15"ST 15"ST 15"ST15"ST 15"ST 15"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST48"ST48"ST48"O/E
O/E
O/EST42"ST42"ST 15"
ST 15"GGGGGGGGGGGGGGGU/EU/EU/E U/E U/EW8"W8"W8"W8"W8"W8"W8"LOT 2LOT 3LOT 4LOT 5WWWHY D24"EX. BUILDING4,500 S.F.FF = 1024.00EX. BUILDINGXXMBEX. 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' PRIVATEWATER MAINEASEMENTBK. 2017, PG. 16616EX. PRIVATE 20'x62'INGRESS/EGRESS EASEMENTBK. 2017, PG. 12737EX. 10' P.U.E.
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"DST24"W8"W8"W8"W8"W8"W8"W8"W8"W8"W6"W6"W6"W8"W8"W8"W8"W8"W8"WVWVSAN6"COCOSAN 6"SAN 6"SAN 6"ST12"DST 24"ST 24"ST 24"SAN6"SAN6"COEX. DETENTION BASIN100-YR HWL=1019.47ABFREEBOARD=1021.72AB134771587102210
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 GGGGGGGGGGGGGGGGGGG1023102210211020101910191020102110221022
10221022102210261025 10231024102710261025102510251024
102410241025
1022102210221020101910191018101810211022100-YR HWLSTABILIZED CONSTRUCTIONENTRANCE: 20'X50'-6" DEEP,2-3/4" GRAVEL DRIVE W/GEOTEXTILE UNDERLAYCONCRETEWASH OUT BAGOUT HOUSE LOCATIONSANITARY WASTE WILL BEDISPOSED OF PER FEDERALAND LOCAL REGULATIONSTEMP. CONSTRUCTION DUMPSTERLOCATION, DISPOSE OF WASTE PERFEDERAL AND LOCAL REGULATIONSEROSION CONTROLFENCE, TYP.TEMPORARY INLETPROTECTION, TYP.SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFTOPSOILSTOCKPILEBASIN DISHARGE LOCATION TO UNNAMEDTRIBUTARY OF WALNUT CREEKSFSF SFS
F SFSF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSTAGING AREASFSFSFSFSFSFSFSF
SFS
F
LIMITS OF DISTURBANCE2.1 ACRESSFS
FSFS
FSFSF SFSFDETENTION BASIN100-YR HWL=1020.43'FREEBOARD=1022.10'EROSION CONTROLFENCE, TYP.SF SFSFSFSFSFSFSFSFSFSF SF SF SF SF SFSFSFS
FSF
S
F
SFS
F
SITESWPPPC7.1REFERENCE 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:LOT 3 WAUKEE VISTA COMMERCIAL PARK
120 W. HICKMAN ROAD, WAUKEE, IOWAEWM160518060280CJB03-05-19 CITY SUBMITTAL03-15-19 CITY SUBMITTAL04-02-19 CITY SUBMITTAL190128PRELIMINARY- NOT FOR CONSTRUCTION
GRAPHIC SCALE030153060STORM WATER POLLUTION PREVENTION PLANVICINITY MAPNOT TO SCALEIOWAONE 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.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
CVWW
SOYADREEMEELECEJEPGMGVA/CTTELTTSFOF/OTVWWVM:\LAND PROJECTS 2019\190128\DWG\C7 SWPPP.DWG3/29/2019 7:59:52 AM QUANTITY ESTIMATE:EROSION CONTROL FENCE 745 LFTEMP. INLET PROTECTION 10 EASEED/SOD 1.1 ACC350 TRM 108 SFNOT TO SCALESITE ENTRANCE DETAILTEMP. ROCK ENTRANCE(PLAN VIEW)(PROFILE VIEW)TEMP. ROCK ENTRANCE3" CLEANLIMESTONEPLACE ROCKON FABRICSTABILIZED ENTRANCE SHALL BE ATLEAST 50' LONG AND EXTEND TO THEPUBLIC ROADWAY.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 DETAILNOT TO SCALENOTES:1. 1 C.Y. CONCRETE BAG SHALL BE REQUIRED AT ANYLOCATION WHERE CONCRETE IS USED.2. CONCRETE WASHOUT DUMPSTER W/ HEAVY DUTYLINER IS AN ACCEPTIBLE ALTERNATIVE(PLAN VIEW)1 C.Y. CONCRETEWASH-OUT BAG'T' FENCE POST5' MINCONCRETE WASH-OUT BAG DETAIL(PROFILE VIEW)1 C.Y. CONCRETEWASH-OUT BAGPROPERTY DESCRIPTION:LOTS 2 & 3 WAUKEE VISTA COMMERCIAL PARK, ANOFFICIAL PLAT NOW INCLUDED IN AND FORMING A PARTOF THE CITY OF WAUKEE, DALLAS COUNTY, IOWA.SAID TRACT OF LAND BEING SUBJECT TO AND TOGETHERWITH ANY AND ALL EASEMENTS OF RECORD.DISTURBED AREA:2.0 ACRESADDRESS:100 W. HICKMAN ROADWAUKEE, IA 50263OWNER:WAUKEE PROPERTIES PARTNERSHIPC/O VISTA REAL ESTATE & INVESTMENT CORP.CONTACT: SCOTT TEMPLE2400 86TH STREET, STE. 24URBANDALE, IA 50322PH: (515)-276-3456STABILIZED ENTRANCE20'x50'-6" DEEP, 2-3/4" GRAVEL DRIVEW/ GEOTEXTILE UNDERLAY120SILT FENCE (TYP)SWPPP LEGEND:EXISTING CONTOURPROPOSED CONTOUR120SFSFSFZONING:C-1 COMMUNITY AND HIGHWAY SERVICE COMMERCIALDISTRICTOPEN SPACE / IMPERVIOUS AREA:TOTAL SITE AREA = 86,803 S.F. = 1.99 ACRESREQUIRED OPEN SPACE = 17,360 S.F. (20.0%)EXISTING OPEN SPACE = 75,905 S.F. (87.4%)EXISTING IMPERVIOUS = 10,898 S.F. (12.6%)PROPOSED OPEN SPACE = 53,391 S.F. (61.5%)PROPOSED IMPERVIOUS = 33,412 S.F. (38.5%)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 = 1025.01TOPSOIL NOTES:1.STRIP AND STOCKPILE THE TOPSOIL ON ALL DISTURBED AREAS.2.RESPREAD TOPSOIL IN COMPLIANCE WITH SUDAS SECTION 2010 ON ALL GREEN(NON-PAVED) AREAS.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,NOT IN FROZEN OR MUDDY CONDITIONS; REASONABLE FREE FROM SUBSOIL,CLAY LUMPS, ROOTS, GRASS, WEEDS, STONES LARGER THAN 3/4 INCH INDIAMETER, AND FOREIGN MATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5;CONTAINING MINIMUM 4 PERCENT AND MAXIMUM 20 PERCENT ORGANICMATTER.5.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.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 SUDAS 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.10.IF CONSTRUCTION ACTIVITY IS NOT PLANNED FOR AT LEAST 14 DAYS, ALLDISTURBED AREAS SHALL BE STABILIZED IMMEDIATELY BY TEMPORARYEROSION CONTROL MEASURES. TEMPORARY CONTROL MEASURES MAYINCLUDE APPLYING MULCH AND TACKING IT IN.11.TEMPORARY SEEDING MIX SHALL BE SUDAS TYPE 4 MIXTURE.12.CONTRACTOR SHALL ENSURE THAT CONCRETE SLURRY FROM CONCRETEOPERATIONS AND WET SAW CUTTING IS NOT ALLOWED TO ENTER ANYSTORM SEWER, DRAINAGE DITCH OR WATER OF THE STATE.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.
LEVEL 1
100'-0"
LEVEL 1
100'-0"
T.O. PARAPET
121'-8"
T.O. HIGH
PARAPET
125'-0"
T.O. HIGH
PARAPET
125'-0"
TRUSS BRG.
116'-0"
4 3 2 1
14'-0"11'-0"EC
P2
FA
P1P1
M1 M1
B1
FA
P1P2P1
M1
M1FA
2-A 1-A
SF2 SF 1
SM
EC
SMFSMFSMFSMF
A200
6
19'-6"17'-7"17'-7"
LEVEL 1
100'-0"
T.O. HIGH
PARAPET
125'-0"
LOW ROOF
118'-0"
TRUSS BRG.
116'-0"
4321
RTU RTU
RTU
FIXED ROOF ACCESS
LADDER/ W WALK-THRU
HANDRAIL & SECURITY
BOTTOM CAGE
D.S.D.S.D.S.D.S.1-B 4 2-B 3-B
P1 P1 P1
PARAPET (BEHIND)
B1
B1 B1
G
9'-4"8'-8"6
A300
6
A300
4'-8"RTU SCREEN TO MATCH P1
LEVEL 1
100'-0"
T.O. HIGH
PARAPET
125'-0"
TRUSS BRG.
116'-0"
3 2 1
VERTICAL E.I.F.S
EXPANSION REVEAL
ECEC
SM
B1
P2
P1
P1
M1M1M1
P1
2-A 1-A
SMF SMF SMF
SF2 SF 1 14'-0"11'-0"1
A300
2
A300
4
A300
25'-0"1'-4"23'-8"P1
LEVEL 1
100'-0"
T.O. BAND 1
114'-0"
T.O. PARAPET
121'-8"
T.O. HIGH
PARAPET
125'-0"
TRUSS BRG.
116'-0"
ABC
P2P1 P1
M1M1
SF3
FC1
8'-8"B1
SMFSMF
EC
11'-0"14'-0"25'-0"3'-4"21'-8"LEVEL 1
100'-0"
LEVEL 1
100'-0"
T.O. PARAPET
121'-8"
T.O. HIGH
PARAPET
125'-0"
TRUSS BRG.
116'-0"
A B C
21'-7 7/8"10'-8"14'-4"SF3
P2 P1P1
M1
FC1
B1
EC
SM
SMFSMF
M1 1'-4 1/2"1605 N. ANKENY BLVD #130
ANKENY, IOWA 50023
PHONE: (515) 965-5336
FAX: (515) 965-5335
info@imprintarchitects.comPROJECT:DATE:DRAWN
BY:
CHK'D
BY:
REVISED:
PERMIT SETC:\Users\sfuller\Documents\18-101-Hickman Retail Center R19_190408_Brick on Rear_SFuller.rvt4/19/2019 3:01:48 PMA200
18-101
120 HICKMAN ROAD, WAUKEE, IOWAVISTA DEVELOPMENT CORPORATIONWAUKEE VISTA RETAIL CENTERELEVATIONS04-10-19 DS KC
MATERIAL LEGEND
KEY NOTE
AL ALUM. STOREFRONT FRAME - FINISH:KAWNEER OR SIMILAR - DARK BRONZE
B1 3 5/8" X 3 5/8" X 11 5/8" UTILITY BRICK - FINISH: SIOUX CITY BRICK OR EQUAL EBONITE VELOUR
DS 3X4 DOWNSPOUT SYSTEM: P2
EC E.I.F.S.- COPING: P2
FA FABRIC AWNING W/ ALUM. FRAME PLEATED FABRIC BLACK
FC1 FIBER CEMENT PANEL PAINT TO MATCH SHERWIN WILLIAMS SW7069 "IRON ORE"
G 3X4 GUTTER SYSTEM FINISH: P2
M1 8X8X16 SPLIT FACED CMU BLOCK VENEER - CORDOVA STONE - LIMESTONE, CHISEL FACE
P1 E.I.F.S.- FINISH: P1 SHERWIN WILLIAMS -SW7632 MODERN GRAY
P2 E.I.F.S.- FINISH: P2 SHERWIN WILLIAMS -SW7643 PUSSYWILLOW
S SIGNAGE BY OWNER
SM SHEET METAL COPING - FINISH:MATCH STOREFRONT
SMF SHEET METAL FLASHING - FINISH:MATCH STOREFRONT
*EQUIMENT & FIXTURES SHOWN IN ELEVATIONS ARE FOR REFERENCE ONLY. SEE MEP FOR ADDITIONAL INFORMATION.
CAST STONE WINDOW SILL -GREY ANY MANUF. UNDER DRIVE-UP WINDOW
1/8" = 1'-0"2 NORTH ELEVATION
1/8" = 1'-0"4 SOUTH ELEVATION
1/4" = 1'-0"6 ELARGED FACADE
1/8" = 1'-0"3 EAST ELEVATION
1/8" = 1'-0"1 WEST ELEVATION
P1 -MODERN GREY P2 -PUSSYWILLOW AL -KAWNEER DARK BRONZE
B1 -EBONITE VELOUR M1 -CORDOVA STONE LIMESTONE, CHISEL FACE
14' - 0"CONCRETE TRENCH FOOTING TO BELOW FROST (TYP.)PINTRASHENCLOSURE6" PIPE BOLLARD(CONCRETE FILLED)TaTbT1T28"x16"x8" SPLIT-FACED CMU WALLTO MATCH BUILDING VENEER8' - 0"8"7" CONCRETE SLAB14' - 0"1' - 4"5' - 2"3' - 8"5' - 2"8' - 0"8"5T-100cTYP.6T-100cTYP.2"x2"x1/4" METAL TUBE FRAME(PAINTED TO MATCH BUILDING)VERTICAL "TREX" DECKING(PAINTED TO MATCH BUILDING)BLIND FASTENERS FROM BEHIND8"1' - 0"4"8"1' - 0"4"#5 REBAR w/ NON-SHRINK GROUT@ 4' - 0" O.C. & @ EACH CORNERCLEAR7' - 4"CASTERSFOOTINGTYPICAL1' - 4"OUTLINE OF FOOTING BELOWT.O. FOUNDATION-7"WALL HT.6' - 1"FROST FOOTING-3' - 6"GRADE0"T1T23' - 6"1"6' - 0"1st COURSE HT.1"CONCRETE TRENCHFOOTING TO BELOW FROST2' - 11"7"METAL CAP TO MATCH METAL ON BLDG.OVER SPLIT-FACED CMU WALL8"x16"x8" SPLIT-FACED CMU WALLTO MATCH BUILDING VENEERT.O. FOUNDATION-7"WALL HT.6' - 1"FROST FOOTING-3' - 6"GRADE0"TaTb1st COURSE HT.1"6" PIPE BOLLARD BEYONDCONCRETE TRENCHFOOTING TO BELOW FROSTMETAL CAP TO MATCH METAL ONBLDG. OVER SPLIT-FACED CMU WALL8"x16"x8" SPLIT-FACED CMU WALLTO MATCH BUILDING VENEER6' - 0"1"3' - 6"LATCH HEIGHT3' - 0"METAL CAP TO MATCH METAL ON BLDG.OVER SPLIT-FACED CMU WALL6" PIPE BOLLARDCONCRETE TRENCHFOOTING TO BELOW FROST2"x2"x1/4" METAL TUBE FRAME(PAINTED TO MATCH BUILDING)HINGELATCHT1T2PIN BEHIND GATE7"2' - 11"VERTICAL "TREX" DECKING(PAINTED TO MATCH BUILDING)BLIND FASTENERS FROM BEHINDMETAL ANGLE BEHIND SIDING(FOR SIDING BLIND FASTENERS)GRADE/ PAVINGB.O. PIER FOOTING(2) VERTICAL #5 REBAR@ EACH FACE(2) HORIZONTAL #5 REBAR @ TOP & BOTTOM(LAP SPLICES 2' - 0")UNDISTURBED EARTH ORAPPROVED SUB-GRADE6' - 0"1"MINIMUM3' - 6"FOOTING1' - 4"T.O. FOOTINGVERIFY7"2' - 11"GRADE OR SITE PAVING(SEE SITE PLAN)T.O. MASONRY1st COURSE HT.CAULKING w/ BACKER ROD#5 REBAR @ TOP & BOTTOM@ 2' - 0" O.C.#5 REBAR DOWELS @ 4' - 0" O.C.1/2" EXPANSION JOINT#5 REBAR w/ NON-SHRINKGROUT @ 4' - 0" O.C.PRE-FINISHED METAL CAP OVER 3/4"SLOPED OSB SHEATHINGCOUNTERSUNK 3/8"x6" ANCHOR BOLTS@ 6' - 0" O.C. w/ MIN. OF (2) PER BOARD& 8" TO 12" MAX. FROM CORNERS4"2x10 (CUT TO FIT)TRASH ENCLOSURE SIDEEXTERIOR SIDECLEAR3" MIN.CMU BOND BEAMFASTENERS ON SIDE ONLY8"8"SEAL SEALERSPLIT-FACED(8"x16"x8" )CMU BLOCK TO MATCHBUILDING VENEER1/2" OSB SHEATHING "SHIM"TO CREATE CAP SLOPEGRADE/ PAVINGB.O. PIER FOOTING6" DIA. STEEL BOLLARD(CONCRETE FILLED)PAINTED "SAFETY YELLOW"(2) 1/2"x8" THREADED RODTHROUGH BOLLARD & 90DEGREES TO EACH OTHERROUND TOP FOR POSTIVE DRAINAGEUNDISTURBED EARTH ORAPPROVED SUB-GRADE6' - 0" FOR TRASH ENCLOSURE GATE CONDITION4' - 0" TYPICAL (U.N.O.)MINIMUM3' - 6"1' - 4"T.O. FOOTING7"2' - 11"7" THICKENED PAVING SLAB(SEE SITE PLAN)2' - 5"6"CLEAR3" MIN.EQEQ6"6"2"x2"x1/4" METAL TUBE FRAME(PAINTED TO MATCH BUILDING)EXTERIOR GRADE BOLTS@ 1' - 0" o.c. w/ WASHERSEXTERIOR GRADEBLIND FASTENERSWELD METALPLATE TO FRAMEVERTICAL "TREX" DECKING(PAINTED TO MATCH BUILDING)BLIND FASTENERS FROM BEHINDCOUNTER SINK BOLT ON THIS SIDE1x4 (NAILER)1/8" x 4" METALPLATE TO FRAMEf: 515.961.0468THIS PLAN IS THE PROPERTY OFDOWNING CONSTRUCTION INC.ANY USE WITHOUT WRITTENPERMISSION IS STRICTLYPROHIBITED!PLAN NO. =DWG. LISTREVISIONSORIGINALCONSTRUCTION DOCUMENTPROJECT HEAD:DRAWN BY:www.downingconstruct.comwww.downingplanroom.com2500 West 2nd Ave.Indianola, Iowa 50125p: 515.961.5386CONSTRUCTION DOCUMENT SET - PLANS FOR CONSTRUCTIONCGLJoe B.T-100cVista Build to SuitLots 2-5 Waukee Vista Commercial ParkWaukee, Iowa 5026315-00904/12/2017TRASH ENCLOSUREPLANS,ELEVATIONS, &SECTIONSSCALE: 1/2" = 1'-0"1TRASH ENCLOSURE PLANSCALE: 1/2" = 1'-0"3REAR ELEVATIONSCALE: 1/2" = 1'-0"4SIDE ELEVATIONSCALE: 1/2" = 1'-0"2FRONT ELEVATIONSCALE: 1" = 1'-0"5TYP. ENCL. WALL SECTIONSCALE: 1" = 1'-0"6TYP. BOLLARD SECTION--/--/------/--/------/--/------/--/------/--/------/--/----SCALE: 3" = 1'-0"7GATE DETAIL