HomeMy WebLinkAbout2017-07-10-J11 Lots 4 and 5 Waukee Vista Commercial Park_Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: July 10, 2017
AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Lots 4 -5
Waukee Vista Commercial Park (100 W. Hickman Road)
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: Vista Real Estate, requests approval of a site plan to allow
for the construction of a 12,750 square feet commercial building. The subject
property is approximately 4 acres in area located south of Hickman Road and
west of Warrior Lane. The site plan indicates that the building will have three
separate tenant spaces. One tenant space is identified for a tire shop, the
remaining spaces are identified as general retail spaces. A small amount of
outdoor display area is identified along Hickman Road. No public
improvements are required as part of this site development. Existing
infrastructure will provide utilities to the site and storm water detention will
be provided in a dry bottom basin in the southeast corner of the site.
The applicant has provided elevations for the proposed building on the site
which meets the intent of the architectural guidelines within the Site
Development and Building Standards Ordinance.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning
Commission reviewed this project at the June 27, 2017 Commission Meeting and recommended
approval subject to remaining staff comments:
Approval of a Site Plan for Lots 2-5 Waukee Vista Commercial Park (100 W. Hickman Road)
City Planner, Melissa DeBoer introduced the request for site plan approval made by the applicant,
Vista Real Estate for the property located south of Hickman Road and west of Warrior Lane. The
proposed project includes the construction of a three tenant commercial building approximately 12,750
square feet in area, for a Tire Store, a Power Equipment store, and an unknown third tenant. The space
located on the west end of the building is shown to have a lawn mower equipment storage area and
several display pads.
Mrs. DeBoer advised there are two main accesses to the site, one access will be shared on the north
east side of the site off of W Hickman Road and the other on the south side off of SE laurel Street. A
shared access drive will run from the existing Sherwin Williams site to the existing Casey’s on the
corner of Hickman Road and Warrior Lane. Mrs. DeBoer stated that all parking, open space, and
landscaping ordinances have been met. All utilities will be provided to the site from laurel Street.
At this time Staff is comfortable with the site plan and would recommend approval of the site plan
subject to remailing staff comments.
• Commissioner Broderick questioned if the existing Daycare approved of the project.
Development Services Director, Brad Deets, advised that the applicant has worked with the
daycare to gather the easements necessary to make the uses viable and safe for the area.
• Commissioner Hoifeldt questioned if there would be buffers for the day care. Derek Temple, a
representative for the Applicant, advised there would be a guard rail along the access road. Mr.
Deets explained it would be similar to the guard rails by warrior lane on either side of the
creek.
Commissioner Broderick moved to approve a site plan for lots 2-5 of Waukee Vista Commercial Park
(100 W Hickman Road). Commissioner Schmidt seconded the motion. Ayes: Stonebrook, Fontenot,
Broderick Hoifeldt, and Schmidt. Nays: None. Motion Carries.
STAFF REVIEW AND COMMENT: All staff comments have been addressed.
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 17-
APPROVING THE SITE PLAN FOR LOTS 4 AND 5 OF 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 of Waukee Vista Commercial Park, subject to remaining staff
comments on June 27, 2017; AND,
WHEREAS, the Site Plan for Lots 4 and 5 of 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 of 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 10th day of July, 2017 that the Site Plan for Lots 4 and 5 of Waukee Vista Commercial Park
is approved.
____________________________
William F. Peard, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
ROLL CALL VOTE AYE NAY ABSENT ABSTAIN
Anna Bergman
R. Charles Bottenberg
Brian Harrison
Shelly Hughes
Larry R. Lyon
STAFF REPORT
TO: Planning and Zoning Commission PREPARED BY: Melissa DeBoer
RE: Lots 2-5 Waukee Vista Commercial Park – Site
Plan
DATE: June 27, 2017
GENERAL INFORMATION:
Applicant: Vista Real Estate
Requested Action Site Plan Approval
Location and Size: Property is located south of W Hickman Road
and west of Warrior Lane, containing
approximately 3.99 acres.
LAND USES AND ZONING:
Location Existing Land Use Comprehensive Plan Current
Zoning
Property in Question Vacant – Undeveloped Neighborhood Residential C-1
North Vacant – Ag Neighborhood Residential A-1
South Single Family Residential Neighborhood Residential R-2
East Commercial – Daycare Neighborhood Residential C-1
West Vacant – Undeveloped Neighborhood Residential C-1
BACKGROUND:
The subject property is located south of W Hickman Road and north of Laurel Street, west of Warrior Lane,
within the Waukee Vista Commercial Park development. The subject property contains almost 4 acres. The
applicant, Vista Real Estate, is requesting approval for a site plan to construct a multi-tenant commercial
building.
June 23, 2017
2 of 3
ABOVE: Aerial of the site plan (outlined in RED) in relation to the surrounding properties.
PROJECT DESCRIPTION:
The project involves the construction of a multi-tenant commercial building that is proposed to be
approximately 12,750 square feet in area. The proposed building includes three tenant spaces, with one
proposed to be a tire store. A monument sign is planned at the northeast corner of the site. The tenant space
located on the west end of the building is shown to have a lawn mower equipment storage area behind the
building and also lawn mower display pads located on the north side of the site off of Hickman Road.
ACCESS AND PARKING:
Two main accesses are provided to the site. One access will be provided through a shared access on the
northeast side of the site off of W Hickman Road and the other on the south side of the site off of Laurel
Street. There will also be a shared access drive that will run from the existing Sherwin Williams site all the
way to the east to the existing Casey’s on the corner of Hickman Road and Warrior Lane.
The parking ordinance requires 4 parking spaces per 1,000 square feet gross floor area for the proposed retail
for a total of 27 spaces; they are providing the 27 required spaces. The parking ordinance requires 1 parking
space per service bay plus 2.5 spaces per 1,000 square feet of non-service area for the proposed tire store for
a total of 10 spaces; they are providing 34 spaces. The site plan is meeting the parking ordinance requirements.
June 23, 2017
3 of 3
SIDEWALKS/TRAILS:
A 5 foot wide sidewalk will be constructed on the south side of the site along Laurel Street as part of the site
improvements. A connection into the site from the public sidewalk has been provided on the southwest side
of the site.
UTILITIES:
All utilities will be provided to this site. Sanitary sewer, water, and gas services are all provided off of Laurel
Street.
Storm water detention will be provided with a detention basin located in the southeast corner of the site.
Another detention basin located on the property to the east of the subject property will also provide storm
water detention for the proposed shared access road off of W Hickman Road.
OPEN SPACE AND LANDSCAPING:
A minimum of 20% of the project area is required to be open space. The total amount of open space
proposed is 62.7%. The applicant has provided the required amount of plantings per the landscaping ordinance.
ELEVATIONS:
The elevations of the building are proposed to be constructed primarily of brick, EIFS, split faced concrete
block, and storefront glazing. The proposed tire store garage is proposed to be constructed of pre-finished
metal and brick. The trash enclosures are proposed to be constructed of the split faced concrete block to
match the block proposed on the building elevations. Building material samples will be available at the Planning
and Zoning Commission meeting.
STAFF RECOMMENDATION:
At this time staff is comfortable with the site plan and would recommend approval of the site plan subject to
remaining staff comments.
CITY OF WAUKEE
Melissa DeBoer, AICP
Planner II
SITELOTS 2-5 WAUKEE VISTA COMMERCIAL PARKSITE IMPROVEMENT PLANSIOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.PROPERTY DESCRIPTION:LOTS 2-5 WAUKEE VISTA COMMERCIAL PARK, AN OFFICIAL PLAT NOWINCLUDED IN AND FORMING A PART OF THE CITY OF WAUKEE, DALLASCOUNTY, IOWA.SAID TRACT OF LAND BEING SUBJECT TO AND TOGETHER WITH ANY AND ALLEASEMENTS OF RECORD.SITE AREA:173,818 S.F (3.99 ACRES) MORE OR LESSDISTURBED AREA:3.0 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)-276-3456ENGINEER/PROJECT MANAGER:BISHOP ENGINEERINGCONTACT: CHUCK BISHOP3501 104TH STREETURBANDALE, IOWA 50322PH: (515)276-0467ZONING: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 RETAIL:REQUIRED = 4 SP/1000 S.F = (6,750/1,000) X 4 = 27 SPACESPROVIDED = 27 SPACESPROPOSED TIRE STORE:REQUIRED = 1 SP/SERVICE BAY + 2.5 SP/1000 S.F. NON SERVICE AREA = 7 SERVICE BAYS+ ((1000 S.F/1000 S.F) X 2.5 = 7 + 3 = 10 SPACESPROVIDED = 34 SPACESFUTURE RETAIL:REQUIRED = 4 SP/1000 S.F. = (7,500/1,000) X 4 = 30 SPACESPROVIDED = 35 SPACESFUTURE RESTAURANT:REQUIRED = 15 SP/1000 S.F. = (3,000/1,000) X 15 = 45 SPACESPROVIDED = 45 SPACESTOTAL PROPOSED SITE:REQUIRED = 27+10 = 37 SPACESPROVIDED = 27+34 = 61 SPACESTOTAL FUTURE SITE:REQUIRED = 27+10+30+45 = 112 SPACESPROVIDED = 27+34+35+45 = 141 SPACESOPEN SPACE / IMPERVIOUS AREA:TOTAL SITE AREA = 173,818 S.F. = 3.99 ACRESREQUIRED OPEN SPACE = 34,764 S.F. (20.0%)EXISTING OPEN SPACE = 171,264 S.F. (98.5%)EXISTING IMPERVIOUS = 2,554 S.F (1.5%)PROPOSED OPEN SPACE = 109,041 S.F. (62.7%)PROPOSED IMPERVIOUS = 64,777 S.F. (37.3%)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 = 1025.01VICINITY MAPNOT TO SCALE:COPYRIGHT 2017 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:LOTS 2-5 WAUKEE VISTA COMMERCIAL PARK
100 W. HICKMAN ROAD, WAUKEE, IOWAEWM060280CJB03-27-17 CITY SUBMITTAL04-17-17 CITY SUBMITTAL05-12-17 CITY SUBMITTAL05-25-17 CITY SUBMITTAL06-08-17 CITY SUBMITTAL06-21-17 CITY SUBMITTAL160518M:\LAND PROJECTS 2016\160518\DWG\C0 COVER.DWG6/22/2017 8:11:09 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 EXISTING UTILITY AND PROPOSEDCONSTRUCTIONWETLAND 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.GENERAL NOTES:1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND SUDASSTANDARD SPECIFICATIONS. THE CITY OF WAUKEE MUST BE NOTIFIED BY ALL CONTRACTORS 48 HOURS PRIOR TO COMMENCINGWORK.2.IN EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES. ANY DAMAGE TO SAID UTILITIES SHALL BE REPAIREDAT THE CONTRACTORS EXPENSE.4.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT O.S.H.A. CODES AND STANDARDS. NOTHING INDICATED ON THESEPLANS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH THE APPROPRIATE SAFETY REGULATIONS.5.ALL NECESSARY CONSTRUCTION SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES REQUIRED DURING CONSTRUCTIONWILL BE FURNISHED BY THE CONTRACTOR. SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN CONFORMANCEWITH 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 INPROVIDING FOR STORM WATER FLOW DURING CONSTRUCTION. DO NOT RESTRICT FLOWS IN EXISTING DRAINAGE CHANNELS, STORMSEWER, OR FACILITIES.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 FORSEPARATELY.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 WORKWITH OWNER 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 THERESULT OF 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. PROVIDEWASTE AREAS 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 INWRITING FROM THE WAUKEE DEVELOPMENT SERVICES DEPARTMENT.20.PROPOSED BUILDING OR MONUMENT SIGNAGE WILL REQUIRE A SIGN PERMIT AND ARE TO BE REVIEWED AND APPROVED BY THEWAUKEE DEVELOPMENT SERVICES DEPARTMENT.21.THE CONTRACTOR IS RESPONSIBLE FOR SETTING UP A PRE-CONSTRUCION MEETING WITH THE WAUKEE DEVELOPMENT SERVICESDEPARTMENT ONE (1) WEEK PRIOR TO CONSTRUCTION ACTIVITIES COMMENCING.22.THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE WAUKEE ENGINEERING DEPARTMENT OF ANY PLANNED WEEKEND ORHOLIDAY WORK 48 HOURS PRIOR TO SAID WORK COMMENCING.23.ALL OFFSITE ESTABLISHED LAWNS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED WITH SOD AND WATERED UNTILESTABLISHED.24.TESTING SHALL BE COMPLETED MEETING CITY OF WAUKEE SPECIFICATIONS AND SHALL BE WITNESSED BY THE CITY OF WAUKEEENGINEERING DEPARTMENT.25.APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED FOR EVERY FACILITY, BUILDING OR PORTION OF A BUILDING ASSOON AS CONSTRUCTION COMMENCES. THE FIRE APPARATUS ACCESS ROAD SHALL COMPLY WITH THE REQUIREMENTS OF SECTION503.2 AND THIS SECTION AND SHALL EXTEND TO WITHIN 100 FEET (45 720 MM) OF ALL PORTIONS OF THE FACILITY AND ALL PORTIONSOF THE EXTERIOR WALLS OF THE FIRST STORY OF THE BUILDING AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OFTHE BUILDING OR FACILITY.26.PROPOSED MONUMENT SIGN MUST BE APPROVED UNDER A SEPARATE PERMIT.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 SEEDED 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.APPROVED SOILS 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 BETWEENTHE PLANS AND THE A.D.A./CITY CODES THE A.D.A./CITY CODES SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURINGA.D.A. CODES ARE MET.6.CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY AREAS OF PAVEMENT OR SIDEWALK NOT TO BE REMOVED THAT IS DAMAGED DUETO OPERATING 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 FOR REFERENCE ONLY.2.THE CONTRACTOR SHALL PROVIDE AS-BUILTS OF ALL UTILITIES, INCLUDING DEPTH AND LOCATION OF ALL SERVICES.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND ALL COSTS ASSOCIATED WITH AS-BUILT TOPOOF DETENTION POND & DETENTION POND STORM SEWER. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTINGBISHOP ENGINEERING (CHUCK BISHOP AT 515-276-0467) TO PERFORM SAID AS-BUILT SURVEY. IF DETENTION PONDSHAVE BEEN GRADED INCORRECTLY, 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 AND PROPOSED UTILITIES TOPROPOSED GRADES. EXISTING UTILITIES SHALL BE RAISED OR LOWERED IN ACCORDANCE WITH THE UTILITY OWNERREQUIREMENTS. ANY NECESSARY ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION.5.ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED, REROUTED, ORCONNECTED TO PUBLIC OR PRIVATE STORM SEWER TO REMAIN IN SERVICE, AND SHOULD BE NOTED ON ALLAS-BUILTS..6.ALL PROPOSED RCP STORM SEWER PIPE JOINTS SHALL BE FABRIC WRAPPED AND HAVE A 3 FOOT WIDE CLAY WATERSTOP AND THE LAST 3 PIPE SECTIONS ON THE APRON SHALL BE TIED WITH RF-14 TYPE II CONNECTORS. ALL APRONSSHALL HAVE A STANDARD FOOTING AND TRASH GUARD.7.ALL RIP RAP CALLED OUT ON PLANS SHALL BE UNDERLAIN WITH ENGINEERING FABRIC.8.SANITARY SEWER SERVICE CONNECTIONS SHALL BE PLACED AT A SLOPE OF NO LESS THAN 2%. SERVICES SHALLMAINTAIN 18" OF VERTICAL SEPARATION FROM THE WATERMAIN WITH 18" OF COMPACTED LOW PERMEABILITY SOILBETWEEN THE UTILITIES WITHIN 10' OF THE CROSSING.9.MANDREL AND PRESSURE TESTS SHALL BE REQUIRED FOR ALL PROPOSED SANITARY LINES. TELEVISING OF THESANITARY SEWER SYSTEM SHALL BE COMPLETED PRIOR TO PAVING UNLESS OTHERWISE APPROVED BYJURISDICTION.10.WATERMAINS SHALL BE C-900. SIZE OF WATERMAIN AS SHOWN ON PLANS.11.THRUST BLOCKS SHALL BE INSTALLED AS REQUIRED AND SHALL BE CONSIDERED INCIDENTAL TO WATERMAINCONSTRUCTION.12.PROPOSED WATERMAIN SHALL BE PRESSURE TESTED, BACTERIA TESTED AND CHLORINATED. THE FILLING OF THEWATER MAIN SHALL BE DONE BY THE CITY OF WAUKEE.13.TRACER WIRE SHALL BE ADDED TO ALL WATER MAIN, AND BROUGHT TO THE SURFACE AT EVERY HYDRANT.14.ALL HYDRANTS WILL IMMEDIATELY BE COVERED WITH A BLACK PLASTIC BAG (OR EQUIVALENT) ONCE THE HYDRANT ISINSTALLED. THE CITY OF WAUKEE WILL NOTIFY THE CONTRACTOR WHEN THE BAGS CAN BE REMOVED.15.THE MINIMUM HYDRANT LEAD SHALL BE 3.5 FEET.16.ALL FIRE HYDRANTS ARE TO HAVE 4 INCH STORZ FITTINGS.17.CONNECTIONS FOR EXISTING SANITARY MANHOLES SHALL BE CORE DRILLED AND USE A LINK SEAL.18.CONTRACTOR TO COORDINATE TIE-INS TO EXISTING UTILITIES WITH THE CITY OF WAUKEE ENGINEERINGDEPARTMENT.
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)=1013.24EX AREA INTAKERIM=1017.85FL(N)=1014.05DEX STORM MHRIM=1021.95FL(N)=1017.09EEDEX STORM MHRIM=1023.56FL(N)=1018.36SEX SAN MHRIM=1023.71INV(W)=1011.28INV(E)=1011.25EX 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=1025.0118" MULBERRY15" MULBERRY30" MULBERRYXXXLAUREL STREET(PUBLIC STREET - CONC SURFACE)HICKMAN ROAD / US HIGHWAY NO. 6(PUBLIC STREET - CONC SURFACE)EX 4' CHAINLINK FENCEEX 6' CHAINLINK FENCEX1.9' FENCEENCROACHMENT10251025102510241023102210221
0
2
3
10221021
1021
1022102
1
1020
1020
1021
1022
10231024
10211022102310231022102110201019101910181023102210211020102310241025
25' LANDSCAPE BUFFER LINE(BK 2006,PG 19690)EX. 20' PUBLIC WATERMAIN EASEMENT(BK 2006,PG 19691)TO BE VACATEDEX. 20' PUBLIC WATER
MAIN EASEMENT
(BK 2006,PG 19691)
TO BE VACATEDSAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"ST 15"
ST 15"ST 15"ST 15"ST15"ST 15"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST48"ST48"ST48"ST48"O/E
O/EST42"ST 15"
ST 15"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W8"W8"W8"W8"W8"W8"W8"LOT 2LOT 3LOT 4LOT 5WAUKEE
V
ISTA
COMMERC
IAL
PARK
MELROSE DR.
(PUBLIC STREET - CONC SURFACE)
TERRACE DR.(PUBLIC STREET - CONC SURFACE)EX CONCDRIVEEX. 62' INGRESS\EGRESS EASMENT(BK 2008,PG 5400)EX. 20' PUBLIC WATERMAIN EASEMENT(BK 2006,PG 19691)TO BE VACATED1023102
3
102310
2
3102210241024 10211018102410251025102440' x 74'INGRESS/EGRESSEASEMENT(BK 2008,PG 5400)EX. 51' x 74'INGRESS/EGRESSEASEMENT(BK 2008,PG 5400)10221023 1021102210201023102410251025
EX. 5' PUE(BK 815,PG 416)HY D24"EX CONCPAVEMENTEX CONCPAVEMENT EX. BUILDING4,500 S.F.FF = 1024.00EX. BUILDINGEX CONC.EX CONC.102210221022 10211023
ST
SAN 8"XXXEX CABLE FENCEW/ POSTSEX CONCPAVEMENTEX. 4' SAN. SEWEREASEMENT(BK 815,PG 416)20' STORM SEWER &PUBLIC UTILITYEASEMENT(BK 727,PG 272)EX. PAVEMENT STRIPING, TYP.EXISTING 75' SANITARY SEWER, STORMSEWER & SURFACE FLOWAGE EASEMENT(BK 815, PG 416-426)ST 60"
ST 60"ST 60"ST 60"ST 60"ST 60"ST 60"ST 60"ST15"ST15"SAN 8"
SAN 8"
SAN 8"
SAN 8"
SAN 8"
SAN 8"
SAN 8"
SAN 10"SAN 10"
ST 18"XXXS
T
ST30"5
0
"
EX. 24' INGRESS/EGRESS &
STORM SEWER EASEMENT
(BK 2003, PG 25076)
(BK 2014, PG 4893)DEX STORM MHRIM=1022.95DEX STORM MHRIM=1022.79SEX SAN MHRIM=1023.12SEX SAN MHRIM=1023.54DEX STORM MHRIM=1021.02FL(S)=1012.01FL(W)=1011.97FL(E)=1011.72FL(N)=1011.07MBTDEX STORM MHRIM=1020.33FL(W)=1013.8812" TREEDEX STORM MHRIM=1021.40FL(S)=1017.00FL(N)=1012.42SEX SAN MHRIM=1018.06INV(S,NE)=1004.86SEX SAN MHRIM=1018.41INV(SW,N)=1004.46EX INTAKERIM=1020.91FL(S)=1015.11FL(E,W)=1012.11EX INTAKET/C=1021.34G=1020.63FL(S,W)=1012.83DEX STORM MHRIM=1022.44FL(N)=1013.6924" PINE18" PINE24" PINE18" HACKBERRY24" TREE24" TREEEX 24" FESFL=1017.35EX 8" PVCFL=1017.94EX 6' CHAINLINK FENCEEX ASPHALTPAVEMENT101810181019102010211022102110221
0
2
0
1020
1019
1020
1021
1021
102010191019102010211022102210211022102
0
1
0
1
8
1017 10211020102110191020102110211
0
2
11020102210221021102010211021EX. DETENTION BASINVOL. REQUIRED = 1,632 CFVOL. PROVIDED = 16,000 CFQREL = 2.03 CFS(PER SITE PLAN 1/16/95)EX. PLAYGROUND AREAFL(W)=1015.00REMOVE EX. TREESRELOCATE EX. POWER POLE & GUY WIRE(COORD. W/ ADJACENT OWNER & MEC)SAWCUT & REMOVEEX. PCC CURB39'85' GRIND DOWN EXISTING CURBREMOVE EX. GRATE & ADJUST EX.INTAKE PER UTILITY PLAN, SHEET C4.1 100' GRIND DOWN EX. CURB AS NEEDEDSAWCUT & REMOVE EX.ASPHALT PAVEMENTSAWCUT & REMOVEEXISTING CURB2'REMOVE EX.24" FES & PIPEREMOVEEX. SIGNREMOVEEX. TREEREMOVE EX.8" PVC PIPERELOCATE EX. MAILBOX IF NEEDED(COORD. W/ ADJACENT OWNER)REMOVE & REPLACE EX. INTAKE,PROVIDE SOIL TIGHT SEAL FOREXISTING 24" STORM PIPE(REF. UTILITY PLAN, SHEET C4.1)DEMO NOTES:1.REMOVE ALL PAVEMENT TO FULL DEPTH OF SLAB.2.GRIND DOWN EXISTING CURB SHOWN TO BE REMOVED.3.NO EXISTING SERVICES WILL NEED TO BE ABANDONED WITH THIS PROJECT.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 2-5 WAUKEE VISTA COMMERCIAL PARK
100 W. HICKMAN ROAD, WAUKEE, IOWAEWM060280CJB03-27-17 CITY SUBMITTAL04-17-17 CITY SUBMITTAL05-12-17 CITY SUBMITTAL05-25-17 CITY SUBMITTAL06-08-17 CITY SUBMITTAL06-21-17 CITY SUBMITTAL160518GRAPHIC SCALE030153060M:\LAND PROJECTS 2016\160518\DWG\C1 DEMO.DWG6/22/2017 8:15:43 AM
1118'9'1218'9'18'9'PATIOFUTURE RETAIL7,500 S.F.RESTAURANT3,000 S.F.175'20'20'175'60'
60'9'18'1918'9'8424'24'24'24'24'12'4.5'18'9'
18'9'HYDPROPOSEDRETAIL3,750 S.F.FF = 1023.0053.57'44'50'50'44'70'53.57'10' OH'DOOR10' OH'DOOR10' OH'DOOR12' OH'
DOOR
12' OH'
DOOR
12' OH'
DOOR
12' OH'
DOOR
70'PROPOSEDRETAIL3,000 S.F.FF = 1023.00LAWN MOWER
EQUIPMENT STORAGE
1,650 S.F.PROPOSEDTIRE STORE6,000 S.F.FF = 1023.00OFFICEWAITINGAREA120'FUTURE 5' WALK[][][][]1347718'9'24'18'9'24'18'9'18'9'25'18'25'9'31'R10'R10'
R1
5
'R3'R15'R
5
'R25'R
1
0
'R5'6'133 LF-6' OPAQUE VINYLPRIVACY FENCE,COLOR/BRAND PER TENANT(PERMIT REQUIRED FROMWAUKEE DEVELOPMENTSERVICES AT TIME OF INSTALL)PAINTED WHITELINE, TYP.PCC TURNED DOWN WALK6" PCC PAVEMENT(REF. DETAIL SHEET C6.1) ADA SIGNADA SIGNADA RAMPADA RAMPADA SIGN14'x8' TRASHENCLOSURE(REF. ARCH.)30'PHASE 2PHASE 2ADA RAMPSW/ DET. DOMESADA RAMPPHASE 21724'6'6'6" PCC PAVEMENT(REF. DETAIL SHEET C6.1)6" PCC PAVEMENT(REF. DETAIL SHEET C6.1)14'x8' TRASHENCLOSURE(REF. ARCH.)5'5'70'SPRINKLER ROOMHYD85'100'DDETENTIONBASINPHASE 2RELOCATE EX. POWERPOLE & GUY WIRE(COORD. W/ ADJACENTOWNER & MIDAMERICAN)PROPOSED 20'PRIVATE WATERMAIN EASEMENT
PROPOSED 20'PRIVATE WATERMAIN EASEMENT94' PCCFLUMEPHASE 2PHASE 2WVWVWVCOCOR15'30'
PROPOSED PRIVATE 62'
INGRESS/EGRESS EASEMENTPROPOSED PRIVATE STORM WATERMANAGEMENT FACILITIESMAINTENANCE EASEMENT5" PCC WALK5" PCC WALK5'
5'
12' OH'
DOOR
12' OH'
DOOR
12' OH'
DOOR
12' OH'
DOORR5'R5'R
5
'R5'R
4
'
R
1
0
'NO CURBNO CURBNO CURBNO CURBNO CURBNO CURB
NO CURB MONUMENT SIGN(REF. ARCH.)15'24'24'9.1'19.8'
19.8'
19.8'
19.8'R10'5'15R
4
.
5
'R4.5'87R
4
.
5
'R4.5'FUTURER
3
0
'SUDAS TYPE APCC DRIVEWAYSUDAS TYPE APCC DRIVEWAYFDCR15'R4'R
4
'R30'R
3
5
'R35'ADA RAMP5" PCC WALK 5'6'ADA RAMPTGMG G G G G GPROPOSED 20'PRIVATE WATERMAIN EASEMENTFUTURE PAVEMENT AREADCO
12'2-4' GATES[]ADA RAMPPCC TURNED DOWN WALK
PROPOSED PRIVATE 20'x62'INGRESS/EGRESS EASEMENTTEMP. GRADING EASEMENTCOORD. WITH ADJACENTPROPERTY OWNER[][][]156 LF METAL GUARDRAIL16.5'6" PCC PAVEMENT(REF. DETAIL SHEET C6.1)R
2
5
'R200'R200'24'24'RELOCATE EX. MAILBOX IF NEEDED(COORD. W/ ADJACENT OWNER)DTEMP. 70'x65'GRADING EASEMENTCOORD. WITH ADJACENTPROPERTY OWNERPROPOSED PRIVATE 11'INGRESS/EGRESS EASEMENTLAWN MOWER DISPLAY PADS(CONC. OR ASPHALT PADS)WSO DDDEEDSSWVWVHYDWVWVWVHYDU/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 FENCEX1.9' FENCEENCROACHMENT80'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"
ST 15"ST 15"ST 15"ST15"ST 15"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST48"ST48"ST48"ST48"O/E
O/EST42"ST 15"
ST 15"GGGGGGGGGGGGW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"U/EU/EU/E U/E U/EU/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-1ST
SAN 8"XXXEX CABLE FENCEW/ POSTSEX CONCPAVEMENTEX. 4' SAN. SEWEREASEMENT(BK 815,PG 416)20' STORM SEWER &PUBLIC UTILITYEASEMENT(BK 727,PG 272)EX. PAVEMENT STRIPING, TYP.EXISTING 75' SANITARY SEWER, STORMSEWER & SURFACE FLOWAGE EASEMENT(BK 815, PG 416-426)ST 60"
ST 60"ST 60"ST 60"ST 60"ST 60"ST 60"ST 60"ST15"ST15"SAN 8"
SAN 8"
SAN 8"
SAN 8"
SAN 8"
SAN 8"
SAN 8"
SAN 10"SAN 10"
ST 18"ST15"HICKORY
COMMERC
IAL
PLAT
1LOT 2OWNER: LONG DIRT INVESTMENTS, LLCZONED: C-1HICKORY
COMMERC
IAL
PLAT
2LOT 2OWNER: LONG DIRT INVESTMENTS, LLCZONED: C-1XXXS
T
ST30"5
0
"
EX. 24' INGRESS/EGRESS &
STORM SEWER EASEMENT
(BK 2003, PG 25076)
(BK 2014, PG 4893)DDSSDMBTDDSSD24" PINE18" PINE24" PINE18" HACKBERRY24" TREE24" TREEEX 6' CHAINLINK FENCEEX. PLAYGROUND AREALAYOUT 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 2-5 WAUKEE VISTA COMMERCIAL PARK
100 W. HICKMAN ROAD, WAUKEE, IOWAEWM060280CJB03-27-17 CITY SUBMITTAL04-17-17 CITY SUBMITTAL05-12-17 CITY SUBMITTAL05-25-17 CITY SUBMITTAL06-08-17 CITY SUBMITTAL06-21-17 CITY SUBMITTAL160518GRAPHIC SCALE030153060M:\LAND PROJECTS 2016\160518\DWG\C2 LAYOUT.DWG6/22/2017 8:11:53 AM
HYDPROPOSEDRETAIL3,750 S.F.FF = 1023.0010' OH'DOOR10' OH'DOOR10' OH'DOOR12' OH'
DOOR
12' OH'
DOOR
12' OH'
DOOR
12' OH'
DOOR PROPOSEDRETAIL3,000 S.F.FF = 1023.00PROPOSEDTIRE STORE6,000 S.F.FF = 1023.00OFFICEWAITINGAREA[][][][]1022.25T/C1021.75G1021.50T/C1021.00GEX 1021.35T/C±EX 1020.85G±EX 1020.80T/C±EX 1020.30G±1021.40T/C1020.90G1023.00T/C1022.50G1022.80T/C1022.30G1023.00T/C1022.50G1022.75T/C1022.25G1022.10T/C1021.60GEX 1022.96T/C±EX 1022.46G±1021.70G1022.20G1022.20T/C1021.70G1022.75T/C1022.25G1022.80G1022.70G1023.00T/C1023.00G1023.25T/C1022.75G1023.20T/C1022.80G1022.05T/C1021.55G1021.80T/C1021.30G2' CURB CUT1021.00G1022.25T/C1021.75G1022.50T/C1022.00G1022.50T/C1022.00G1022.00G1022.00G1022.00G1022.00G1022.00/C1021.50G1022.25T/C1021.75G1022.50T/C1022.00G1022.10T/C1021.60G1022.00G1022.00G1022.901022.80T/C1022.30G1022.901022.30G1022.401022.80T/C1022.30G1022.901022.00G1022.10G1022.10G1022.00G1022.30G1022.401022.90EX 1023.60T/C±EX 1023.00G±EX 1023.25T/C±EX 1022.75G±1022.901022.80T/C1022.30G1022.00G1022.10G1022.10G1023.20T/C1022.80GEX 1022.91G±EX 1020.61G±1022.30T/C1021.80G1022.25T/C1021.75G1022.25T/C1021.75G1023.00T/C1023.00GEX 1022.55G±1023.28G1023.33G1023.661023.711023.761023.711023.54G1023.49G1023.921023.971023.921023.871021.75T/C1021.25G1023.40 EX1023.44 EX1024.661024.601022.00T/C1021.50G1023.00G1023.00G1023.00G1021.25G1021.75G1022.25G1022.25G1022.00G1022.00G1022.25G1022.75T/C1022.25G1021.75G1022.00G1022.90T/C1022.40G1022.75T/C1022.25G1022.901022.801022.80T/C1022.30G1022.901022.50T/C1022.00G1021.50G1022.25T/C1021.75G1023.001021.75G1022.10T/C1021.60G1022.00T/C1021.50G1022.50T/C1022.00G1021.60G1022.50G1022.35T/C1021.85G1022.80T/C1022.30G1023.25T/C1022.75GHYD1015.281015.851021.60G1023.15T/C1022.65GDETENTION BASIN100-YR HWL=1019.26FREEBOARD=1021.60DINSTALL 4'x20' TRM AT CURBCUTS, REF. DETAIL C6.1, TYP.(N. AMERICAN GREEN C350)1.0%3:13:15:14:1
1
.
0%
3:1
1.0%1.0%1.0%1.0%1.0%1.0%1.0%6.7%0.0%6.7%WVWVWVCOCOOVERFLOWROUTE, TYP.3:18.3%8.3%8.3%8.3%1.7%
1.7%0%0%8.3%8.3%8.3%8.3%1.7%
1.7%0%0%1.7%
1.7%
1.7%
1.7%1022.751022.901022.904:1
1023.50102210221023 1022102110201022
10201021102210221022102210221025
1024
1023
102410231022102010171016101610211023
1020
10221018
1016
1023
1021102310221022
1022.95 EX3:1 1022.25102412' OH'
DOOR
12' OH'
DOOR
12' OH'
DOOR
12' OH'
DOOR
1023.761023.701022.6010232.0%EX 1022.83T/C±EX 1022.33G±1022.90T/C1022.40G10221021.75/C1021.25G1023102410221022102210222.0
%1022.50T/C1022.00G10221022.601022.75T/C1022.25G1022.75T/C1022.25G1022.50T/C1022.00G1022.75T/C1022.25G3.6%1%100-YR HWL1022.651022.651.0%1.0%0.0%1021.80G1021.75G1022.401022.451022.401022.351.0%1.0%1.0%1.0%
1.0%6.7%
6.7%1024.501024.451024.551024.505.0%6.3%5.0%6.3%1022.491022.441.0%1.0%0.0%1.0%
1.0%6.7%
6.7%TGMG G G G G G
1022.75T/C1022.25G1022.75T/C1022.25G1022102210221021100-YR PONDINGELEV=1021.97EMERGENCY BASINOVERFLOW LOCATIONELEV=1021.60DCO[]1.7%1.7%
1.7%1.7%1.7%1.2%1.2%1022.901022.901022.00G1022.50T/C1022.05G1022.55T/C1022.10G1022.60T/C1022.10G1
0
2
2
1023.00T/C1022.50G1022.901022.90100-YR PONDINGELEV=1021.84100-YR PONDINGELEV=1021.96100-YR PONDINGELEV=1021.52100-YR PONDINGELEV=1021.65100-YR PONDINGELEV=1021.69100-YR PONDINGELEV=1021.471.2%1.2%0.0%10221.0%1.0%1%1022.20G1022.20G1022.20GTEMP. GRADING EASEMENTCOORD. WITH ADJACENTPROPERTY OWNER[][][]DEX 1021.21T/C±EX 1020.70G±EX 1021.58G±EX 1022.53T/C±EX 1022.02G±EX 1020.20T/C±EX 1019.50G±EX 1020.45T/C±EX 1020.08G±1021.00T/C1020.50G1021.50T/C1021.00G1018.001022.50T/C1022.00G1022.75T/C1022.25G1022.75T/C1022.25G1018.903:11022.10T/C1021.60G1021.50T/C1021.00G102210231
0
2
3
1022102210211
0
2
1
1021102110191021102010191021.70T/C1021.20G1022.00T/C1021.50G3:1MODIFIED EX. DETENTION BASINVOL. REQUIRED = 1,632 CF100-YR HWL = 1019.15QREL = 2.03 CFSFREEBOARD = 1021.00100-YR HWL102110211022.00T/C1021.50G1021.75T/C1021.25G100-YR PONDINGELEV=1020.74100-YR PONDINGELEV=1020.57TEMP. 70'x65'GRADING EASEMENTCOORD. WITH ADJACENTPROPERTY OWNER100-YR PONDINGELEV=1018.65100-YR PONDINGELEV=1020.27WSODDDEEDSSWVWVHYDWVWVWVHYDU/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 FENCEX10251025102510241023102210221
0
2
3
10221021
1021
1022102
1
1020
1020
1021
1022
10231024
10211022102310231022102110201019101910181023102210211020102310241025 30' BUILDING SETBACK LINE30' BUILDING SETBACK LINESAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"ST 15"
ST 15"ST 15"ST 15"ST15"ST 15"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST48"ST48"ST48"ST48"O/E
O/EST42"ST 15"
ST 15"GGGGGGGGGGGGW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"U/EU/EU/E U/E U/EU/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 CONCDRIVE1023102
3
102310
2
3102210241024 10211018102410251025102410221023 1021102210201023102410251025 WWWHY D24"EX CONCPAVEMENTEX CONCPAVEMENT EX. BUILDING4,500 S.F.FF = 1024.00EX. BUILDINGEX CONC.EX CONC.102210221022 10211023
ST
SAN 8"XXXEX CABLE FENCEW/ POSTSEX CONCPAVEMENTEX. PAVEMENT STRIPING, TYP.ST 60"
ST 60"ST 60"ST 60"ST 60"ST 60"ST 60"ST 60"ST15"ST15"SAN 8"
SAN 8"
SAN 8"
SAN 8"
SAN 8"
SAN 8"
SAN 8"
SAN 10"SAN 10"
ST 18"ST15"XXXS
T
ST30"5
0
"DDSSDMBTDDSSDEX 6' CHAINLINK FENCE101810181019102010211022102110221
0
2
0
1020
1019
1020
1021
1021
102010191019102010211022102210211022102
0
1
0
1
8
1017 10211020102110191020102110211
0
2
11020102210221021102010211021EX. PLAYGROUND AREAEX 1023.60T/C±EX 1023.00G±EX 1023.25T/C±EX 1022.75G±EX 1022.91G±1023.28G1023.33G1023.661023.711023.761023.711023.54G1023.49G1023.921023.971023.921023.871.0%3:1
1.0%1.0%1.0%1.0%1.0%1.0%1.0%10231022102010231%5.0%6.3%5.0%6.3%1.0%1.0%1%1023GRADING 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 2-5 WAUKEE VISTA COMMERCIAL PARK
100 W. HICKMAN ROAD, WAUKEE, IOWAEWM060280CJB03-27-17 CITY SUBMITTAL04-17-17 CITY SUBMITTAL05-12-17 CITY SUBMITTAL05-25-17 CITY SUBMITTAL06-08-17 CITY SUBMITTAL06-21-17 CITY SUBMITTAL160518GRAPHIC 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 2016\160518\DWG\C3 GRADING.DWG6/22/2017 8:12:21 AM TOPSOIL NOTES:1.STRIP AND STOCKPILE THE TOPSOIL ON ALL DISTURBED AREAS.2.RESPREAD TOPSOIL TO IN SITU CONDITION 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 ORGANIC MATTER.5.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.GRADING DETAIL 'A'SCALE: 1"=20'LAUREL STREET
HYDPROPOSEDRETAIL3,750 S.F.FF = 1023.0010' OH'DOOR10' OH'DOOR10' OH'DOOR12' OH'
DOOR
12' OH'
DOOR
12' OH'
DOOR
12' OH'
DOOR PROPOSEDRETAIL3,000 S.F.FF = 1023.00PROPOSEDTIRE STORE6,000 S.F.FF = 1023.00OFFICEWAITINGAREA[][][][]HYDNEW STRUCT #A130" FESFL(W)=1015.8615 LF-30" RCP@ S=0.40%NEW STRUCT #A2SW-501 INTAKET/C=1021.75G=1021.25FL(W)=1016.02FL(E)=1015.9278 LF-30" RCP@ S=0.40%80 LF-18" RCP @ S=0.40%114 LF-15" RCP @ S=0.40%NEW STRUCT #A3SW-501 INTAKET/C=1021.75G=1021.25FL(W)=1016.43FL(S)=1016.33NEW STRUCT #A4SW-511 INTAKERIM=1021.50FL(N)=1017.39FL(S)=1017.29NEW STRUCT #A5SW-511 INTAKERIM=1021.25FL(E,W)=1017.81FL(S)=1017.71NEW STRUCT #A6SW-511 INTAKERIM=1021.75FL(W)=1018.27NEW STRUCT #A7SW-511 INTAKERIM=1021.75FL(E)=1018.43156 LF-15" RCP @ S=0.40%NEW STRUCT #B118" FESFL(N)=1015.28220 LF-18" RCP @ S=0.40%NEW STRUCT #C2SW-401 MH W/ BEEHIVE GRRIM=1017.85FL(N)=1014.05FL(S,SE)=1014.15DNEW STRUCT #B2MODIFIED SW-402 MHW/ WEIR WALL & RESTRICTIONRIM=1022.40FL(N,S)=1015.03(REF. DETAIL C6.1)PROPOSED 20'PRIVATE WATERMAIN EASEMENT
PROPOSED 20'PRIVATE WATERMAIN EASEMENTWVCONNECT TO EX. 12" WATERMAIN W/ 12"x8" T.S.&V.366 LF-8" WATER MAIN 244 LF-8" WATER MAINCONNECT TOEX. 8" VALVE90° BEND8"x8" TEE8"x6" REDUCER166 LF-6" WATER MAINHYDRANTASSEMBLY #1HYDRANTASSEMBLY #28"x6" TEE120 LF-6" WATER MAINWVWV6" VALVE6 LF-2" WATER MAIN& 2" VALVE(REF. PLUMB. FOR CONT.)FDC8"x6" TEE77 LF-6" WATER MAINR150', TYP.CRITICAL CROSSING:BOT. STORM=1017.5TOP WATER=1015.0CRITICAL CROSSING:BOT. STORM=1016.6TOP WATER=1015.0CONTRACTOR SHALL VERIFYEX. UTILITY CONFLICTS PRIORTO WATER MAIN INSTALLATIONWATER MAIN TO BE BOREDUNDER LAUREL STREETCOCOCORE DRILL EX. SAN MHW/ LINK-SEAL CONNECTIONINV(N)=1012.0070 LF-6" SAN. SWR.@ S=1.00%SAN. CO #1RIM=1021.40INV(N,S)=1012.70CRITICAL CROSSING:BOT. STORM=1016.1TOP SAN=1013.3100 LF-6" SAN. SWR.
@ S=1.00%SAN. CO #2RIM=1022.80INV(N,S)=1013.70GAS METER W/ 6" BOLLARD(COORD. SERVICE & METERLOCATIONS W/ CITY OF WAUKEE)CRITICAL CROSSING:BOT. WATER=1016.7TOP SAN=1014.764 LF-18" RCP
@ S=0.40%
102210221023 1022102110201022
10201021102210221022102210221025
1024
1023
102410231022102010171016101610211023
1020
10221018
1016
1023
1021102310221022
PROPOSED PRIVATE 62'
INGRESS/EGRESS EASEMENTPROPOSED PRIVATE STORM WATERMANAGEMENT FACILITIESMAINTENANCE EASEMENT50 LF-6" SAN. SWR.
@ S=1.00%DOWNSPOUT SPLASHON GRADE, TYP.(REF. ARCH.)102412' OH'
DOOR
12' OH'
DOOR
12' OH'
DOOR
12' OH'
DOOR
1023
102270 LF-24" RCP@ S=0.40%1023102410221022102210221022NEW TRANSFORMER(COORD. W/ MIDAMERICAN)TGMG G G G G G NEW GAS SERVICE(COORD. W/ CITY OF WAUKEE)NEW MECH. UNITS(REF. MECH.)NEW STRUCT #C1SW-501 INTAKET/C=1022.75G=1021.75FL(NW)=1014.9540 LF-12" RCP@ S=2.00%1022102210221021PROPOSED 20'PRIVATE WATERMAIN EASEMENTSAND/OIL SEPARATORINSIDE BUILDING(REF. PLUMBING)D120 LF-24" RCP @ S=0.40%NEW STRUCT #A8SW-401 MHRIM=1022.50FL(N)=1016.81FL(E)=1016.71COSAN. CO #3RIM=1022.75INV(E)=1014.6090 LF-6" SAN. SWR.@ S=1.00%FUTURE GREASEINTERCEPTOR[]1
0
2
2
PROPOSED PRIVATE 20'x62'INGRESS/EGRESS EASEMENTINV(S)=1014.20(REF. PLUMB. FOR CONT.)1022TEMP. GRADING EASEMENTCOORD. WITH ADJACENTPROPERTY OWNER[][][]CONVERT EX. INTAKE TOBEEHIVE GRATERIM=1020.50FL(S)=1013.40FL(E,W)=1012.11CORE DRILL INTO EX. INTAKE& PROVIDE SOIL TIGHT SEALRAISE RIM=1021.20RAISE RIM=1021.30D102210231
0
2
3
1022102210211
0
2
1
102110211019102110201019CRITICAL CROSSING:BOT. WATER=1018.5TOP SAN=1012.5NEW STRUCT #D212" FESFL=1018.0032 LF-12" RCP@ S=4.69%NEW STRUCT #D1SW-503 INTAKET/C=1021.0G=1020.50FL(S)=1016.50FL(E)=1016.40INSTALL RESTRICTOR PLATEOVER OUTLET PIPE W/ d=6.0"(REF. DETAIL C6.1)44 LF-12"
RCP@ S=3
.18%CORE DRILL INTO EX. INTAKE& PROVIDE SOIL TIGHT SEALFL(W)=1015.0010211021NEW STRUCT #E124" FESFL=1018.9058 LF-24" RCP @ S=9.50%CRITICAL CROSSING:BOT. STORM=1016.6TOP SAN=1005.4TEMP. 70'x65'GRADING EASEMENTCOORD. WITH ADJACENTPROPERTY OWNERPROPOSED PRIVATE 11'INGRESS/EGRESS EASEMENTEX 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)=1011.25EX 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)X10251025102510241023102210221
0
2
3
10221021
1021
1022102
1
1020
1020
1021
1022
10231024
10211022102310231022102110201019101910181023102210211020102310241025 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"
ST 15"ST 15"ST 15"ST15"ST 15"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST42"ST48"ST48"ST48"ST48"O/E
O/EST42"ST 15"
ST 15"GGGGGGGGGGGGW12"W12"W12"W12"W12"W12"W12"W12"W12"W12"U/EU/EU/E U/E U/EU/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. 62' INGRESS\EGRESS EASMENT(BK 2008,PG 5400)1023102
3
102310
2
3102210241024 10211018102410251025102440' x 74'INGRESS/EGRESSEASEMENT(BK 2008,PG 5400)EX. 51' x 74'INGRESS/EGRESSEASEMENT(BK 2008,PG 5400)10221023 1021102210201023102410251025
EX. 5' PUE(BK 815,PG 416)WWWHY D24"EX. BUILDING4,500 S.F.FF = 1024.00EX. BUILDING102210221022 10211023
ST
SAN 8"XXXEX. 4' SAN. SEWEREASEMENT(BK 815,PG 416)20' STORM SEWER &PUBLIC UTILITYEASEMENT(BK 727,PG 272)EXISTING 75' SANITARY SEWER, STORMSEWER & SURFACE FLOWAGE EASEMENT(BK 815, PG 416-426)ST 60"
ST 60"ST 60"ST 60"ST 60"ST 60"ST 60"ST 60"ST15"ST15"SAN 8"
SAN 8"
SAN 8"
SAN 8"
SAN 8"
SAN 8"
SAN 8"
SAN 10"SAN 10"
ST 18"ST15"XXXS
T
ST30"5
0
"
EX. 24' INGRESS/EGRESS &
STORM SEWER EASEMENT
(BK 2003, PG 25076)
(BK 2014, PG 4893)DEX STORM MHRIM=1022.95DEX STORM MHRIM=1022.79SEX SAN MHRIM=1023.12SEX SAN MHRIM=1023.54DEX STORM MHRIM=1021.02FL(S)=1012.01FL(W)=1011.97FL(E)=1011.72FL(N)=1011.07MBTDEX STORM MHRIM=1020.33FL(W)=1013.88DEX STORM MHRIM=1021.40FL(S)=1017.00FL(N)=1012.42SEX SAN MHRIM=1018.06INV(S,NE)=1004.86SEX SAN MHRIM=1018.41INV(SW,N)=1004.46EX INTAKET/C=1021.34G=1020.63FL(S,W)=1012.83DEX STORM MHRIM=1022.44FL(N)=1013.69101810181019102010211022102110221
0
2
0
1020
1019
1020
1021
1021
102010191019102010211022102210211022102
0
1
0
1
8
1017 10211020102110191020102110211
0
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11020102210221021102010211021
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 2-5 WAUKEE VISTA COMMERCIAL PARK
100 W. HICKMAN ROAD, WAUKEE, IOWAEWM060280CJB03-27-17 CITY SUBMITTAL04-17-17 CITY SUBMITTAL05-12-17 CITY SUBMITTAL05-25-17 CITY SUBMITTAL06-08-17 CITY SUBMITTAL06-21-17 CITY SUBMITTAL160518GRAPHIC SCALE030153060M:\LAND PROJECTS 2016\160518\DWG\C4 UTILITY.DWG6/22/2017 8:12:50 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.
HYDPROPOSEDRETAIL3,750 S.F.FF = 1023.0010' OH'DOOR10' OH'DOOR10' OH'DOOR12' OH'
DOOR
12' OH'
DOOR
12' OH'
DOOR
12' OH'
DOOR PROPOSEDRETAIL3,000 S.F.FF = 1023.00PROPOSEDTIRE STORE6,000 S.F.FF = 1023.00OFFICEWAITINGAREA[][][][]HYD
DPROPOSED 20'
PRIVATE WATER
MAIN EASEMENT
PROPOSED 20'PRIVATE WATERMAIN EASEMENTWVWVWVCOCO10221023 102110201022
10201021102210221022102210221025
1024
1023
102410231022102010171016101610211023
1020
10221018
1016
1023
1021102310221022
PROPOSED PRIVATE 62'
INGRESS/EGRESS EASEMENTPROPOSED PRIVATE STORM WATERMANAGEMENT FACILITIESMAINTENANCE EASEMENT102412' OH'
DOOR
12' OH'
DOOR
12' OH'
DOOR
12' OH'
DOOR
1023
10221023102410221022102210221022TGMG G G G G G
1022102210221021DCO[]1
0
2
2
PROPOSED PRIVATE 20'x62'INGRESS/EGRESS EASEMENT1022TEMP. GRADING EASEMENTCOORD. WITH ADJACENTPROPERTY OWNER[][][]D1022102310
2
3
1022102210211
0
2
1
10211021101910211020101910211021TEMP. 70'x65'GRADING EASEMENTCOORD. WITH ADJACENTPROPERTY OWNERPROPOSED PRIVATE 11'INGRESS/EGRESS EASEMENTDDEESWVHYDWVWVWVHYDU/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 FENCEX102510241023102210221
0
2
3
10221021
1021
1022102
1
1020
1020
1021
1022
10231024
102110221023102310221021102010191019101810231024 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"ST 15"ST42"ST42"ST42"ST42"ST42"ST42"ST48"ST48"ST48"ST48"O/E
O/E
ST 15"GGGGGGGGGGW12"W12"W12"W12"W12"W12"W12"W12"U/EU/EU/EU/EU/EU/EU/EU/EU/EU/ELOT 3LOT 4LOT 5
MELROSE DR.
(PUBLIC STREET - CONC SURFACE)
EX. 62' INGRESS\EGRESS EASMENT(BK 2008,PG 5400)1023102
3
102310
2
3102210241024 10211018102410251025102440' x 74'INGRESS/EGRESSEASEMENT(BK 2008,PG 5400)10221023 102110221020EX. 5' PUE(BK 815,PG 416)24"EX CONCPAVEMENTEX. BUILDINGEX CONC.102210221022 10211023 XXXEX CABLE FENCEW/ POSTSEX CONCPAVEMENTEX. 4' SAN. SEWEREASEMENT(BK 815,PG 416)EX. PAVEMENT STRIPING, TYP.EXISTING 75' SANITARY SEWER, STORMSEWER & SURFACE FLOWAGE EASEMENT(BK 815, PG 416-426)ST 60"
ST 60"ST 60"ST 60"ST 60"ST 60"ST 60"ST 60"ST15"ST15"SAN 8"
SAN 8"
SAN 8"
SAN 8"
SAN 8"
SAN 8"
SAN 8"
SAN 10"SAN 10"
ST 18"XXXS
T
ST30"5
0
"
EX. 24' INGRESS/EGRESS &
STORM SEWER EASEMENT
(BK 2003, PG 25076)
(BK 2014, PG 4893)DDSSDMBTDDSSD24" PINE18" PINE24" PINE18" HACKBERRY24" TREE24" TREEEX 6' CHAINLINK FENCE101810181019102010211022102110221
0
2
0
1020
1019
1020
1021
1021
102010191019102010211022102210211022102
0
1
0
1
8
1017 10211020102110191020102110211
0
2
11020102210221021102010211021EX. PLAYGROUND AREAGL8GL7GL6RO2BH4BH3SB4PD2RO3PD2BH3SB2LB58LANDSCAPE EDGINGAB3RO5OG6SODSODSODSODSOD SODSODGL44GB5RO1AB2GB1AC12EA10EA10KF6SEEDSEEDSEEDSEEDSEEDSEEDLANDSCAPE NOTES:1.ALL SEEDING, SODDING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE URBANSTANDARD SPECIFICATIONS, 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 2-5 WAUKEE VISTA COMMERCIAL PARK
100 W. HICKMAN ROAD, WAUKEE, IOWAEWM060280CJB03-27-17 CITY SUBMITTAL04-17-17 CITY SUBMITTAL05-12-17 CITY SUBMITTAL05-25-17 CITY SUBMITTAL06-08-17 CITY SUBMITTAL06-21-17 CITY SUBMITTAL160518GRAPHIC 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 2016\160518\DWG\C5 LANDSCAPE.DWG6/22/2017 8:13:21 AM
LANDSCAPE REQUIREMENTS:TOTAL SIZE OF LOT86,990 SFTOTAL REQUIRED OPEN SPACE (20%)17398 SFOPEN SPACE TREES REQUIRED 18OPEN SPACE TREES PROVIDED18OPEN SPACE SHRUBS REQUIRED 18OPEN SPACE SHRUBS PROVIDED98LAUREL STREET BUFFER ZONE231 LN FTTOTAL OVERSTORY TREES REQUIRED (1 PER 50 LNFT)4.6 (5)TOTAL OVERSTORY TREES PROPOSED (1 PER 50 LNFT)5TOTAL EVERGREEN TREES REQUIRED (2 PER 50 LNFT)9.36 (10)TOTAL EVERGREEN TREES PROPOSED (2 PER 50 LNFT)10TOTAL UNDERSTORY TREES REQUIRED (2 PER 50 LNFT)9.36 (10)TOTAL UNDERSTORY TREES PROPOSED (2 PER 50 LNFT)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
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:LOTS 2-5 WAUKEE VISTA COMMERCIAL PARK
100 W. HICKMAN ROAD, WAUKEE, IOWAEWM060280CJB03-27-17 CITY SUBMITTAL04-17-17 CITY SUBMITTAL05-12-17 CITY SUBMITTAL05-25-17 CITY SUBMITTAL06-08-17 CITY SUBMITTAL06-21-17 CITY SUBMITTAL160518M:\LAND PROJECTS 2016\160518\DWG\C6 DETAILS.DWG 6/22/2017 8:13:39 AM
ADA PARKING SIGNNOT TO SCALEMUTCD R7-8 HANDICAPPEDPARKING SIGN WITH $100FINE (TYP)MUTCD R7-8A OR R7-8B'VAN ACCESSIBLE' SIGNFOR SPACE TO LEFT OF 9'WIDE PAINTED STRIPINGAISLE ONLY2" STEEL ROUNDOR SQUARE PIPEP.C.C. FOOTING12"4'-0" (MIN)6'-0" (MIN)NOT TO SCALER 2"R 1"MATCH PAVEMENTTHICKNESS6"4.5"3"12" COMPACTEDSUBGRADE95% STD PROCTOR2-6" LIFTS4000 PSIP.C.C.6" PCC, 4000 PSI(UNLESS NOTEDOTHERWISE PER PLAN)PAVING & CURB DETAIL5" PCC WALK12"SLOPE 1.5% (DESIRED - 2% MAX)FINISH WITH 3/4" RADIUS TOOLROADWAY PAVEMENT18"(DIRECTION SHOWN ON GRADING PLANS)VARIESSEALED 'E' JOINTSEE DETAIL A12" SUBGRADEPREP.1" NOMINAL5/8"RESILIENT JOINT FILLER1/2" JOINT SEALANT MATERIALDETAIL A: NOT TO SCALEEDGE WITH 1/4 INCH TOOL FOR LENGTH OF JOINTINDICATED IF FORMED; EDGING NOT REQUIREDWHEN CUT WITH DIAMOND BLADE SAWTURNED DOWN WALK DETAILSCALE NONEVARIES, 6" TYPParallel 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.Do not exceed 8.3% slope.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.567877568899 5' MIN 5
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INVARIESADA RAMP DETAILSSCALE NONENOT TO SCALESEE SECTION DETAIL 'A'AT RIGHTSECTION DETAIL 'A'CASTING SUPPORT PAD6"X45 DEGREEBEND10'-0" MIN.18"X18"X6" THICKSQUARE CONCRETE PADCLEANOUT DETAILPVC PIPE STUBFITTING CLEANOUTADADPTERTHREADED PLUGTERMINATION OF SERVICE LINEWYE FITTINGANCHOR BOLTSSPACED 1' O/C,CENTERED ON CURB CUTNORTH AMERICAN GREENC350 TRM OR EQUIVALENTTRM INSTALLATION AT CURB CUT DETAILNOT TO SCALETREATED 2"x4" LUMBERROADWAYPAVEMENTFINISHED GRADESET TRM 2" BELOW CURB CUT GRADE18" RCP OUTLETELEV. = 1015.03WEIR PLATE ELEV = 1019.26(100-YR HWL)WEIR LENGTH = WIDTH OF MANHOLEOUTLET RESTRICTION8.8" DIAMETER OPENINGELEV. = 1015.03RIM = 1022.4018" RCP INLETELEV. = 1015.032' SUMPDEPTHSTRUCTURE #B2 MODIFIED SW-402SCALE NONEMODIFIED 5'x5'SW-402 MHOUTLET NOTE:DIAMETER OF OPENING WILL NEED TO ADJUSTEDIN THE FUTURE FOR LOTS 2-3 BYPASSATTACH RESTRICTOR PLATE TOWALL OF MANHOLE WITH 1/2"ALUMINUM EXPANSION BOLTSd, PER PLANRESTRICTOR PLATE DETAILNOT TO SCALEINSTALL 1/4" ALUMINUM PLATE,SHAPE PLATE TO INSIDE OF MANHOLEOUTLET PIPEMANHOLE WALL
HYDPROPOSEDRETAIL3,750 S.F.FF = 1023.0010' OH'DOOR10' OH'DOOR10' OH'DOOR12' OH'DOOR12' OH'DOOR
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11020102210221021102010211021STABILIZED CONSTRUCTION ENTRANCE:20'X50'-6" DEEP, 2-3/4" GRAVEL DRIVE W/GEOTEXTILE UNDERLAYCONCRETE WASH OUT BAGOUT HOUSE LOCATIONSANITARY WASTE WILL BE DISPOSED OFPER FEDERAL AND LOCAL REGULATIONSTEMP. CONSTRUCTION DUMPSTERLOCATION, DISPOSE OF WASTE PERFEDERAL AND LOCAL REGULATIONSEROSION CONTROLFENCE, TYP.TEMPORARY INLETPROTECTION, TYP.SF SF SFSFSFSFSFTOPSOILSTOCKPILE100-YR HWLBASIN DISHARGE LOCATION TO UNNAMEDTRIBUTARY OF WALNUT CREEKSFSF
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FDETENTION BASIN100-YR HWL=1019.15SFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSITESWPPPC7.1REFERENCE 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 2-5 WAUKEE VISTA COMMERCIAL PARK
100 W. HICKMAN ROAD, WAUKEE, IOWAEWM060280CJB03-27-17 CITY SUBMITTAL04-17-17 CITY SUBMITTAL05-12-17 CITY SUBMITTAL05-25-17 CITY SUBMITTAL06-08-17 CITY SUBMITTAL06-21-17 CITY SUBMITTAL160518GRAPHIC SCALE040204080STORM 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
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SOYADREEMEELECEJEPGMGVA/CTTELTTSFOF/OTVWWVM:\LAND PROJECTS 2016\160518\DWG\C7 SWPPP.DWG6/22/2017 8:14:10 AM
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 21 DAYS, ALLAREAS SHALL BE STABILIZED BY TEMPORARY EROSION CONTROL MEASURESWITHIN 14 DAYS OF CEASING OPERATIONS. TEMPORARY CONTROLMEASURES MAY INCLUDE APPLYING MULCH AND TACKING IT IN.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.TOPSOIL NOTES:1.STRIP AND STOCKPILE THE TOPSOIL ON ALL DISTURBED AREAS.2.RESPREAD TOPSOIL TO ITS IN SITU DEPTH 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, NOTIN FROZEN OR MUDDY CONDITIONS; REASONABLE FREE FROM SUBSOIL, CLAYLUMPS, ROOTS, GRASS, WEEDS, STONES LARGER THAN 3/4 INCH IN DIAMETER, ANDFOREIGN MATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5; CONTAINING MINIMUM 4PERCENT AND MAXIMUM 20 PERCENT ORGANIC MATTER.5.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.QUANTITY ESTIMATE:EROSION CONTROL FENCE 1660 LFTEMP. INLET PROTECTION 15 EASEED/SOD 1.8 ACC350 TRM 80 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 2-5 WAUKEE VISTA COMMERCIAL PARK, AN OFFICIALPLAT NOW INCLUDED IN AND FORMING A PART OF THECITY OF WAUKEE, DALLAS COUNTY, IOWA.SAID TRACT OF LAND BEING SUBJECT TO AND TOGETHERWITH ANY AND ALL EASEMENTS OF RECORD.DISTURBED AREA:3.0 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 ENTRANCE 30'X90'-6"DEEP 2" CLEAN CRUSHED ROCKDRIVE ON GEOTEXTILE120SILT FENCE (TYP)SWPPP LEGEND:EXISTING CONTOURPROPOSED CONTOUR120SFSFSFZONING:C-1 COMMUNITY AND HIGHWAY SERVICE COMMERCIALDISTRICTOPEN SPACE / IMPERVIOUS AREA:TOTAL SITE AREA = 173,818 S.F. = 3.99 ACRESREQUIRED OPEN SPACE = 34,764 S.F. (20.0%)EXISTING OPEN SPACE = 171,264 S.F. (98.5%)EXISTING IMPERVIOUS = 2,554 S.F (1.5%)PROPOSED OPEN SPACE = 109,041 S.F. (62.7%)PROPOSED IMPERVIOUS = 64,777 S.F. (37.3%)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 = 1025.01
MAIN FLOOR0"PARAPET #121' - 8"B.O. FOOTING-4' - 2"T.O. FOUNDATION-8"173456PARAPET #224' - 0"STOREFRONT HT.9' - 4"T.O. "COLUMNS"14' - 0"22' - 4"21' - 8"4' - 2"7' - 8"4' - 8"9' - 4"8"3' - 6"PRE-FINISHED METAL CAP TOMATCH STOREFRONT FINISHEIFS COPINGEIFS VENEER4"x4"x12" UTILITYSIZED BRICK VENEER8x8x16 SPLIT FACEDCMU BLOCK VENEERSTOREFRONT"TEMPERED" GLAZINGPLEATED FABRIC AWNINGw/ ALUMINUM FRAME,(PROVIDE BID OPTION FORMETAL PANEL)PRE-FINISHED METAL SILL PAN FLASHINGW/ CAST STONE SILLTRENCH FOOTINGPT-2 PT-1 PT-2 PT-2 PT-1 PT-2PT-2 PT-1 PT-2B1B2B1B2MAIN FLOOR0"REAR EAVE HT.18' - 0"PARAPET #121' - 8"B.O. FOOTING-4' - 2"T.O. FOUNDATION-8"DAPARAPET #224' - 0"STOREFRONT HT.9' - 4"BT.O. "COLUMNS"14' - 0"1/4" 12"PRE-FINISHED METAL CAP TOMATCH STOREFRONT FINISHEIFS COPINGEIFS VENEER8x8x16 SPLIT FACEDCMU BLOCK VENEERSTOREFRONT"TEMPERED" GLAZINGPRE-FINISHED METALRAKE TRIMPRE-FINISHED METAL OHD. TRIMPRE-FINISHED "VP"CORNER TRIMPRE-FINISHED VEE-RIBMETAL SIDING PANELCONCRETE FILLED BOLLARDSTYPICAL @ ALL OHD'S.EMERGENCYEGRESSLIGHTINGWALLPACKTRENCH FOOTINGPRE-FINISHED METAL SIDINGPANELS ON "BACK SIDE" OFALL PARAPETS4"x4"x12" UTILITYSIZED BRICK VENEERPT-1 PT-2PT-2B1B2B1B2B1B2B1B2B1B2B1B2B1B2DAC2' - 4"3' - 8"18' - 0"4' - 2"4' - 0"14' - 0"8"3' - 6"4' - 8"9' - 4"PRE-FINISHED METAL CAP TOMATCH STOREFRONT FINISHEIFS COPINGEIFS VENEER4"x4"x12" UTILITYSIZED BRICK VENEER8x8x16 SPLIT FACEDCMU BLOCK VENEERSTOREFRONT"TEMPERED" GLAZING1/4" 12"PRE-FINISHED METALRAKE TRIMPRE-FINISHED "VP"CORNER TRIMPRE-FINISHED VEE-RIBMETAL SIDING PANELWALLPACKTRENCH FOOTINGPT-1 PT-2PT-2B1B2B1B2B1B2MAIN FLOOR0"REAR EAVE HT.18' - 0"PARAPET #121' - 8"B.O. FOOTING-4' - 2"T.O. FOUNDATION-8"173456PARAPET #224' - 0"24' - 2"18' - 0"3' - 8"2' - 4"3' - 6"8"FUTUREOHD."SSR" STANDING SEAM METALROOF PANELS w/ "BAREGALVALUME" FINISHPRE-FINISHED METAL PARAPET CAP( DARK BRONZE FINISH )PRE-FINISHED METAL SIDINGPANELS ON "BACK SIDE" OFALL PARAPETSPRE-FINISHED VEE-RIBMETAL SIDING PANELEMERGENCYEGRESSLIGHTINGTRENCH FOOTINGWALLPACKD.S.D.S.D.S.D.S.D.S.D.S.4"x4"x12" UTILITY SIZEDBRICK VENEERB1B2B1B2B1B2B1B2B1B2f: 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.A-200cVista Build to SuitLots 2-5 Waukee Vista Commercial ParkWaukee, Iowa ZIP 5026350-50302/02/2017EXTERIORELEVATIONS INCOLOR02/10/2017 - Bid Set04/13/2017 - Elev. Mods.04/14/2017 - Bid Set06/20/2017 - Selection Mods.06/21/2017 - CD Set--/--/----SCALE: 1" = 10'-0"1FRONT (NORTH) ELEVATION - COLORSCALE: 1" = 10'-0"2LEFT (EAST) ELEVATION - COLORSCALE: 1" = 10'-0"3RIGHT (WEST) ELEVATION - COLORSCALE: 1" = 10'-0"4REAR (SOUTH) ELEVATION - COLORMATERIAL SELECTIONS:BRICK VENEER:SIOUX CITY BRICK - 4"x4"x12" UTILITY SIZE or EQUAL- STONINGTON GRAY VELOURVEE-RIB METAL PANEL SIDING & FLASHING AT BRICK:VARCO PRUDEN- GRANITE GRAY- PAINT EXTERIOR DOORS TO MATCHCMU VENEER:CORDOVA STONE- LIMESTONE, CHISEL FACEEIFS VENEER (PAINT, PT-2):SHERWIN WILLIAMS- SW7643 PUSSYWILLOWEIFS VENEER (PAINT, PT-1):SHERWIN WILLIAMS- SW7632 MODERN GRAYSTOREFRONT & FLASHING AT CMU:KAWNEER (OR SIMILIAR)- DARK BRONZESSR ROOFING:VARCO PRUDEN - BARE GALVALUMEBRICK VENEER:SIOUX CITY BRICK - 4"x4"x12" UTILITY SIZE or EQUAL- EBONITE VELOURCAST STONE WINDOW SILL:ANY MANUFACTURER- GRAY
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 5026350-50304/12/2017TRASH 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 SECTION06/21/2017 - CD Set--/--/------/--/------/--/------/--/------/--/----SCALE: 3" = 1'-0"7GATE DETAIL