HomeMy WebLinkAbout2021-04-19-I08 LOF Xpress_Site Plan
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: April 19, 2021
AGENDA ITEM: Consideration of approval of a resolution approving a site plan for LOF-
Xpress (250 SE Alice’s Road)
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: LOF-Xpress Oil Change, requests approval of a site plan
for a 7,500 square foot building for an oil change shop. The site plan also
identifies a small canopy structure that will be used to house the equipment
where patrons will drive in, select and pay for services. A trash enclosure is
provided at the northwest side of the site. Several accesses are provided to 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 Plan
Ordinance.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning
Commission reviewed this project at the April 13, 2021 Commission Meeting and recommended
approval subject to remaining staff comments:
Approval of a Site Plan for LOF-Xpress (250 SE Alice’s Road)
City of Waukee Senior Planner, Melissa DeBoer, introduced the request for approval of a site
plan for a new lube, oil, and filter shop as presented by the applicant, LOF-Xpress Oil Change. The
property is located south of Hickman Road and west of SE Alice’s Road, containing approximately
1.69 acres. Improvements to extend SE Laurel Street and utilities to the site are underway.
Mrs. DeBoer explained that the site plan identifies the construction of a 7,500 square foot
building for an oil change shop and a small canopy structure for patrons to drive in, select, and pay for
services. A trash enclosure is show at the northwest side of the site and a monument sign is shown at
the east side of the site. Access to the site is provided through private drives located to the west and
south of the site, as well as from the Tommy’s Car Wash to the north. All parking, open space,
landscaping, and lighting requirements have been met at this time.
Staff would recommend approval of the Site Plan for LOF -Xpress (250 SE Alice’s Road)
subject to any remaining staff comments.
Commissioner Koshy questioned if there were any updates to the status of SE Laurel Street to
extend to Hickman Road. Mrs. DeBoer advised that it is still the desire of the City to obtain
that connection, but it is still dependent on the property owner that has the parcel between the
two subject areas.
AGENDA ITEM: I8
Commissioner Broderick mentioned that he appreciated the lack of parking lot islands in this
design.
Representative for the Applicant, Brent Strauch of Shive Hattery, advised he was available for
any questions.
Commissioner Hoifeldt moved to approve the Site Plan for LOF-Xpress (250 SE Alice’s Road)
subject to any remaining staff comments. The motion was seconded by commissioner Inman. Ayes:
Streit, Koshy, Inman, Ward, Broderick, and Hoifeldt. Nays: None. Motion Carries.
STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan subject to
remaining staff comments.
RECOMMENDATION: Approve the resolution subject to remaining staff comments.
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Site Plan & Elevations
PREPARED BY: Melissa DeBoer, Senior Planner
REVIEWED BY:
THE CITY OF WAUKEE, IOWA
RESOLUTION 2021-
APPROVING THE SITE PLAN FOR LOF-XPRESS
(250 SE ALICE’S 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 LOF-Xpress, subject to remaining staff comments on April 13, 2021; AND,
WHEREAS, the Site Plan for LOF-Xpress is in general conformance with §160 – Site and
Building Development Standards Ordinance of the Waukee Municipal Code; AND,
WHEREAS, the Site Plan for LOF-Xpress is in general conformance with §161 – Landscaping
and Open Space Ordinance of the Waukee Municipal Code; AND,
NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on
this 19th day of April, 2021 that the Site Plan for LOF-Xpress is approved subject to remaining
staff comments.
____________________________
Courtney Clarke, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Anna Bergman Pierce
R. Charles Bottenberg
Chris Crone
Larry R. Lyon
Ben Sinclair
PLANNING AND ZONING COMMISSION STAFF REPORT
PROJECT: LOF-Xpress – Site Plan PREPARED BY: Melissa DeBoer, AICP – Senior Planner
REPORT DATE: April 9, 2021
MEETING DATE: April 13, 2021
GENERAL INFORMATION
Applicant / Owner: LOF-Xpress Oil Change
Engineer: Brent Strauch, Shive-Hattery, Inc.
Request: The applicant is requesting approval of a site plan
for an oil change shop.
Location and Size: Property is located south of Hickman Road and
west of SE Alice’s Road, containing approximately
1.69-acres.
Property Address: 250 SE Alice’s Road
AREA MAP
ABOVE: Aerial of subject property (outlined in BLUE) in relation to the surrounding area.
April 9, 2021
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Vacant – Undeveloped Community Commercial C-1 (Community & Highway
Service Commercial) / PD-1
(Planned Development
Overlay)
North Waukee Market Place Community Commercial C-1 (Community & Highway
Service Commercial) / PD-1
(Planned Development
Overlay)
South Vacant – Undeveloped Community Commercial C-1 (Community & Highway
Service Commercial) / PD-1
(Planned Development
Overlay)
East U-Haul Self Storage
Warehouse
Mixed Use M-1 (Light Industrial District)
West Vacant – Undeveloped Community Commercial C-1 (Community & Highway
Service Commercial) / PD-1
(Planned Development
Overlay) & C-1A
(Neighborhood
Commercial District) / PD-1
(Planned Development
Overlay)
HISTORY
The subject property is located within the Waukee Towne Center development located south of Hickman
Road and west of SE Allice’s Road. Improvements for the plat are currently underway including an extension
of SE Laurel Street and utility extensions.
PROJECT DESCRIPTION
The site plan identifies the construction of a 7,500 square foot building for an oil change shop for LOF-Xpress.
The site plan also identifies a small canopy structure that will be used to house the equipment used for
patrons to drive in, select, and pay for services.
A trash enclosure is shown at the northwest side of the site and a monument sign is shown at the east side of
the site.
ACCESS AND PARKING
Several accesses will be provided to this site. Two accesses are provided off of the private drives located at
the west and south sides of the site. Another access is provided from the Tommy’s Car Wash to the north.
A total of 16 parking spaces and 12 queuing spaces are required for this project. The total amount of parking
proposed is 16 parking spaces and 12 queuing spaces. The proposed site plan meets the parking requirements.
April 9, 2021
3 of 3
SIDEWALKS/TRAILS
A 5-foot-wide sidewalk will be constructed on the east side of SE Laurel Street. Pedestrian connections into
the site are provided from the trail off of SE Alice’s Road and from the Tommy’s Car Wash site to the north.
UTILITIES
The site will be serviced with all public utilities. Water and sanitary will be brought in from the mains located
to the southwest along SE Laurel Street. Stormwater detention will be provided with the detention basin
located on the west side of the site.
LANDSCAPING & OPEN SPACE
A minimum of 20% of the project area is required to be open space. The total amount of open space
proposed is 40%. The plantings shown on the landscape plan meet the minimum requirements of the
Landscape & Open Space Ordinance.
ELEVATIONS
Colored building elevations are included for review. The building is proposed to be constructed mostly of
metal paneling, stone veneer, EIFS and glass overhead doors. The roof will be constructed of asphalt shingles.
PHOTOMETRIC PLAN
A photometric plan for the site lighting has been submitted and complies with the requirements of the Site Plan
Ordinance.
STAFF RECOMMENDATION
Staff recommends approval of the site plan for LOF-Xpress subject to remaining staff comments.
PROJECT SITE6ABCDEFABCDEF43214321PRELIMINARY
- NOT FOR
CONSTRUCTION
4125 Westown Pkwy, Suite 100 | West Des Moines, Iowa 50266
515.223.8104 | www.shive-hattery.com
Iowa | Illinois | IndianaLEGAL DESCRIPTION:ENGINEER:PROJECT DATA:WAUKEE TOWNE CENTER PLAT 1: LOT 4 AND OUTLOT YPROPOSED SITE CALCULATIONS:IMPERVIOUS AREA =48,051 SF (65.2%)PERVIOUS AREA =25,597 SF (34.8%)TOTAL DISTURBED AREA = 73,649 SF (1.69 ACRES)TOTAL LOT AREA = 73,649 SF (1.69 ACRES)BUILDING USE - COFFEE SHOP/LOF XPRESS SERVICESCOFFEE SHOP =720 SFLOF XPRESS SERVICES = 7,527 SFTOTAL BUILDING = 8,247 SFBUILDING HEIGHT = 26'-9"LOF XPRESS WAUKEE250 SE ALICE'S RDWAUKEE, IOWA 50263LEGENDPAGES, SHEETS OR DIVISIONS COVERED BY THIS SEAL:My License Renewal Date is: DECEMBER 31, Printed or typed name:License Number:Signature:DateI HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT DESCRIBEDBELOW WAS PREPARED BY ME OR UNDER MY DIRECT PERSONALSUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF IOWA.ALL 'C' & 'L' SHEETSBRENT MICHAEL STRAUCH202224125OWNER:VICINITY MAP:SETBACK REQUIREMENTS:FRONT YARD = 30 FEETSIDE YARD = 0 FEETSIDE YARD DISTRICT = 15 FEETREAR YARD = 30 FEETPARKING SUMMARY:PROJECT NO:
CLIENT NO:
Printed:C000CITY SUBMITTAL
04/02/2021
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LOF XPRESS WAUKEE
LOF XPRESS
250 SE ALICE'S ROAD, WAUKEE, IA 50263
4202860
P:\Projects\DM\4202860\Deliverables\Drawings\1_Civil\C000 COVER SHEET.dwg4/2/2021 11:06:33 AM
1.THE LOCATIONS OF UTILITY MAINS, STRUCTURES AND SERVICE CONNECTIONS PLOTTED ON THISDRAWING ARE APPROXIMATE ONLY AND WERE OBTAINED FROM RECORDS MADE AVAILABLE TOSHIVE-HATTERY, INC. THERE MAY BE OTHER EXISTING UTILITY MAINS, STRUCTURES AND SERVICECONNECTIONS NOT KNOWN TO SHIVE-HATTERY, INC. AND NOT SHOWN ON THIS DRAWING. THEVERIFICATION OF EXISTENCE OF, AND THE DETERMINATION OF THE EXACT LOCATION OF, UTILITY MAINS,STRUCTURES AND SERVICE CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE CONSTRUCTIONCONTRACTOR(S).2.NOTIFY UTILITY COMPANIES WHOSE FACILITIES ARE SHOWN ON THE PLANS OR KNOWN TO BE WITHINCONSTRUCTION LIMITS OF THE SCHEDULE PRIOR TO EACH STAGE OF CONSTRUCTION.3.IOWA CODE 480, UNDERGROUND FACILITIES INFORMATION, REQUIRES VERBAL NOTICE TO IOWAONE-CALL 1-800-292-8989, NOT LESS THAN 48 HOURS BEFORE EXCAVATING, EXCLUDING WEEKENDS ANDHOLIDAYS.4.THE MEANS OF THE WORK AND THE SAFETY OF THE CONTRACTOR'S EMPLOYEES ARE SOLELY THERESPONSIBILITY OF THE CONTRACTOR.5.NO WORK SHALL BE PERFORMED BEYOND THE PROJECT LIMITS WITHOUT PRIOR AUTHORIZATION FROMTHE OWNER'S REPRESENTATIVE.6.PROTECT EXISTING UTILITIES DURING CONSTRUCTION.7.MAINTAIN POSITIVE DRAINAGE ON THE SITE THROUGHOUT THE PROJECT DURATION.8.SITE CLEAN-UP SHALL BE PERFORMED AT THE END OF THE DAY AND PRIOR TO A RAIN EVENT.SIDEWALKS, PARKING LOTS, ROADWAYS, ETC. SHALL BE KEPT CLEAN AT ALL TIMES.9.ALL OPEN EXCAVATIONS SHALL BE PROTECTED.10.REPLACE ANY PROPERTY MONUMENTS REMOVED OR DESTROYED BY CONSTRUCTION. MONUMENTSSHALL BE SET BY A LAND SURVEYOR REGISTERED TO PRACTICE IN THE STATE OF IOWA.11.CONTROL DUST SPREADING FROM ALL WORK AND STAGING AREAS.12.ANY WORK REQUIRED TO COMPLETE THE SCOPE OF THIS PROJECT BUT NOT SPECIFICALLY CALLED OUT,SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. NO ADDITIONAL COMPENSATION SHALL BEALLOWED FOR THE COMPLETION OF THIS WORK.13.REPAIR OR REPLACE EXISTING FACILITIES (CURBS, PAVEMENT, PAVEMENT MARKINGS, UTILITIES, ETC.) TOREMAIN, AT NO ADDITIONAL EXPENSE TO THE OWNER.14.WORK WHICH DOES NOT CONFORM TO THE REQUIREMENTS OF THE CONTRACT WILL BE CONSIDEREDUNACCEPTABLE. UNACCEPTABLE WORK, WHETHER THE RESULT OF POOR WORKMANSHIP, USE OFDEFECTIVE MATERIALS, DAMAGE THROUGH CARELESSNESS OR ANY OTHER CAUSE, FOUND TO EXISTPRIOR TO THE FINAL ACCEPTANCE OF THE WORK, SHALL BE REMOVED AND REPLACED IN ANACCEPTABLE MANNER, AS REQUIRED BY SHIVE-HATTERY, INC. AT THE CONTRACTOR'S EXPENSE. WORKDONE CONTRARY TO THE INSTRUCTIONS OF THE OWNER'S, REPRESENTATIVE, WORK DONE BEYOND THELINES SHOWN ON THE PLANS OR ANY EXTRA WORK DONE WITHOUT AUTHORITY WILL NOT BE PAID FOR.15.ALL SLOPES IN PAVEMENT SHALL BE UNIFORM TO AVOID PONDING.16.NOT ALL DIMENSIONS REQUIRED TO CONSTRUCT IMPROVEMENTS ARE SHOWN ON THE DRAWINGS.17.EROSION CONTROL MEASURES SHALL BE PROVIDED AND MAINTAINED THROUGHOUT CONSTRUCTION TOMEET REQUIREMENTS OF ALL REGULATORY AGENCIES.18.CONTRACTOR TO COORDINATE ANY GRADE ADJUSTMENTS WITH THE DESIGN ENGINEER PRIOR TOPROCEEDING WITH THE WORK.19.NO PONDING OF WATER WILL BE ACCEPTED ADJACENT TO OR ON ANY NEW PAVEMENT AREAS. IT IS THERESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY ANY AREAS OF EXISTING OR PROPOSED PAVEMENTSTHAT HAVE POTENTIAL TO POND WATER AND MAKE ANY ADJUSTMENTS NECESSARY TO ENSURE THATWATER WILL POSITIVELY DRAIN ACROSS THE PAVING OR OVERLAY.20.STAGING LOCATION FOR CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE COORDINATED WITHAND APPROVED BY THE OWNER.21.CONTRACTOR RESPONSIBLE FOR COORDINATING AND MINIMIZING DISTURBANCES THROUGHOUTCONSTRUCTION TO ACCOMMODATE EXISTING TRAFFIC FLOW. COORDINATE STAGING AND SCHEDULE OFIMPROVEMENTS WITH THE OWNERS REPRESENTATIVE. OWNERS RESERVES THE RIGHT TO LIMITCONSTRUCTION WORK AREA AS NEEDED TO FACILITATE OPERATIONS.22.REMOVAL AND REPLACEMENT OF PAVEMENT SHALL BE DONE ON FULL OR HALF PANELS. REMOVE TOTHE NEAREST JOINT. AREAS TO BE REMOVED SHALL BE VERIFIED IN THE FIELD BY ENGINEER.23.ALL DISTURBED AREAS SHALL BE RESTORED BY SOD.24.THIS SITE SHALL BE MAINTAINED IN COMPLIANCE WITH ALL CITY CODE APPLICABLE ON THE DATE OF SITEPLAN APPROVAL.25.THE REQUIRED LANDSCAPING, BOTH EXISTING AND PROPOSED, SHALL BE MAINTAINED FOR THE LIFE OFTHE CERTIFICATE OF OCCUPANCY.26.CONTRACTOR IS TO COMPLETE THE CITY OF WAUKEE WATER WORKS APPLICATION FOR NEW WATERSERVICE.27.CONTRACTOR IS TO COMPLETE THE CITY OF WAUKEE COSESCO PERMIT PRIOR TO SCHEDULING APRE-CONSTRUCTION MEETING AND PRIOR TO EARTH DISTURBING ACTIVITIES.28.APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED FOR THE BUILDING OR PORTION OF ABUILDING AS SOON AS CONSTRUCTION COMMENCES ON THE BUILDING. THE FIRE APPARATUS ACCESSROAD SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 503.2 AND SHALL EXTEND TO WITHIN100-FEET OF ALL EXTERIOR PORTIONS OF THE BUILDING AS MEASURED BY AN APPROVED ROUTEAROUND THE EXTERIOR OF THE BUILDING. WITH PAVING INSTALLED PRIOR TO CONSTRUCTION STARTINGTO GO VERTICAL THEN ACCESS IS MET. IF PAVING IS NOT INSTALLED THEN TEMPORARY MEANS MEETINGTHIS COMMENT SHALL BE SUBMITTED AND APPROVED.29.ALL STAKING SHALL BE DONE UNDER THE DIRECTION OF LICENSED ENGINEER OR LAND SURVEYORINCLUDING PEDESTRIAN FACILITIES.30.ANY CHANGES PROPOSED TO THE DRAWINGS DURING CONSTRUCTION SHALL BE APPROVED IN WRITINGBY THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT PRIOR TO CONSTRUCTION.31.CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOT BEENGRANTED APPROVAL IN WRITING BY THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT.32.CONSTRUCTION OPERATIONS SHALL PROTECT STORM SEWERS AND DRAINAGE WAYS FROM ALLOWINGCONCRETE SLURRY FROM CONCRETE OPERATIONS TO DISCHARGE OFFSITE.33.CONTRACTOR SHALL COORDINATE ALL TIE-IN TO UTILITIES WITH THE CITY OF WAUKEE ENGINEERINGDEPARTMENT AND CITY OF WAUKEE ENGINEERING DEPARTMENT SHALL WITNESS ALL TIE-INS.34.ALL FIRE HYDRANTS SHALL HAVE 5-INCH STORZ FITTINGS.35.ALL SIGNAGE SHALL REQUIRE SEPARATE REVIEW AND SIGN PERMIT APPROVAL.36.IF APPLICABLE, THE FOLLOWING ITEMS SHALL BE PROVIDED TO THE CITY OF WAUKEE AS A PART OF THEPUBLIC IMPROVEMENTS PRIOR TO THE APPROVAL OF THE FINAL PLAT:A. SITE PLAN SPECIFIC TO THE STORM WATER MANAGEMENT FACILITIES OF THE PROPERTY INDICATING THE PERMANENT MEASURES UTILIZED BY THE DESIGNER AND REQUIREMENTS FOR MAINTENANCE OF SAID FACILITIESB. A MAINTENANCE COVENANT WILL NEED TO BE CREATED AND PROVIDED FOR REVIEW (IF DIFFERENT THAN THE EXISTING)C. AS-BUILT PLANS OF ALL STORM WATER MANAGEMENT FACILITIES ON SITE AND A CERTIFICATION STATEMENT SIGNED BY SWPPP DESIGNER INDICATING THAT FACILITIES WERE CONSTRUCTED AS DESIGNED WILL BE REQUIRED.GENERAL NOTESZONING:NORTHLOF-XPRESS OIL CHANGEATTN: TED SAGETED.SAGE@LOF-XPRESS.COM3701 NW GREENWOOD LANEANKENY, IA 50023PHONE: (515) 290-4435SHIVE-HATTERY, INC.ATTN: BRENT STRAUCHBSTRAUCH@SHIVE-HATTERY.COM4125 WESTOWN PKWY, SUITE 100WEST DES MOINES, IOWA 50266PHONE: (515) 223-0622PARKING REQUIRED:COFFEE SHOP10 SPACES / 1,000 SF3 QUEUING SPACES PER DRIVE THRU LANELOF XPRESS OIL CHANGE2 SPACES / 1000 SF2 QUEUING SPACES PER SERVICE CAPACITYTOTAL PARKING REQUIRED = 23 SPACES (2 ACCESSIBLE) 15 QUEUING SPACESTOTAL PARKING PROVIDED = 23 SPACES (3 ACCESSIBLE) 24 QUEUING SPACESC-1 COMMUNITY AND HIGHWAY SERVICEPD-1 ZONING DESIGNATION (ORDINANCE #2390)ALL CONSTRUCTION SHALL CONFORM TO THE MOST RECENT EDITIONSOF THE CITY OF WAUKEE STANDARD SPECIFICATIONS FOR PUBLICIMPROVEMENTS AND SUDAS STANDARD SPECIFICATIONS EXCEPT ASMODIFIED HEREIN. THE WAUKEE STANDARD SPECIFICATIONS SHALLGOVERN IF ANY DISCREPANCIES.WHERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANSOR ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNERS OF THOSEUTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. THECONTRACTOR SHALL AFFORD ACCESS TO THESE FACILITIES FORNECESSARY MODIFICATION OF SERVICES. UNDERGROUND FACILITIES,STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLESURVEYS AND RECORD, AND THEREFORE THEIR LOCATIONS MUST BECONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS.THE EXISTENCE OF WHICH PRESENTLY NOT KNOWN OR SHOWN. IT IS THECONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE ANDEXACT LOCATION AND TO AVOID DAMAGE THERETO. NO CLAIMS FORADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FORANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK.BOLLARD910909MINOR CONTOURMAJOR CONTOURBUILDINGSTORM INTAKESWATER VALVEELECTRICAL - UNDERGROUNDSTORM SEWERWATER SERVICEDESCRIPTIONEXISTINGFIRE HYDRANTGAS SERVICESANITARY SEWERSANITARY MANHOLERIGHT-OF-WAY LINETREELIGHT FIXTUREELECTRIC TRANSFORMERPROPERTY LINELOT LINE910909PROPOSEDSIGNAGE6" P.C.C. PAVINGFIBER OPTIC LINETELEPHONE BOXPROJECT LIMITSTREE REMOVALUTILITY DEMOLITIONSUBDRAIN CLEANOUT5" P.C.C. SIDEWALKSheet List TableSheet NumberSheet TitleC000COVER SHEETC001EXISITNG CONDITIONSC101SITE PLANC201GRADING PLANC301UTILITY PLANC501CONSTRUCTION DETAILSC502CONSTRUCTION DETAILSC503CONSTRUCTION DETAILSL101LANDSCAPE PLANL102LANDSCAPE DETAILS
27' PUBLIC WATER MAIN EASEMENTBK: 2020 , PG: 29254
PRIVATE INGRESS-EGRESS EASEMENTBK: 2020, PG: 27285PUBLIC SANITARYSEWER EASEMENTBK:2020 , PG:2925120' PRIVATE WATERMAIN EASEMENTBK: 2020 , PG: 27285PRIVATE SANITARYSEWER EASEMENTBK: 2020 , PG: 27285PUBLIC STORMSEWER EASEMENTBK:2020 , PG:2925325.00' ELECTRICAL TRANSMISSION LINE
EASEMENT
BK: 2017, PG: 23500PRIVATE STORMSEWER EASEMENTBK: 2020 , PG: 27285DETENTION BASIN EASEMENTBK: 2020 , PG: 27825BK: 2020, PG: 299288" SAN36" STORM36" STORM8" STORM18" STORM18" STORM
4" GAS8" WATER15" STORM18" STORM8" WATER PRIVATE INGRESS-EGRESS EASEMENTBK: 2020, PG: 2728530.00'15' PUE AND SNOWSTORAGE EASEMENTBK:2020 , PG:29255PRIVATE DRIVEPRIVATE DRIVESE ALICE'S ROADLINEDCONCRETEWASHOUTWASTE MATERIAL(PORTABLE RESTROOMS &CONSTRUCTION DEBRIS)28 TONS CONSTRUCTION ENTRANCE/EXIT(6-INCHES OF 2-INCH CRUSHED LIMESTONE)24.00'24.00'31.00'60.00' ROW83.00' HALF ROW30.00' ROW 30.00' ROWSE LAUREL STREET52.00'65.14'REMOVE AND DISPOSE OF BLOW OFFHYDRANT AND CAP WATER SERVICE.REMOVE AND DISPOSEOF CURB AND GUTTERREMOVE AND DISPOSEOF CURB AND GUTTERTEMPORARY TOPSOILSTOCKPILE. EXCESSTOPSOIL SHALL BE HAULEDOFFSITE94 LF DOWNSLOPE PERIMETERSEDIMENT CONTROLLOT 4OUTLOT Y58.00' HALF SE ALICE'S RDABCDEFABCDEF43214321PRELIMINARY
- NOT FOR
CONSTRUCTION
4125 Westown Pkwy, Suite 100 | West Des Moines, Iowa 50266
515.223.8104 | www.shive-hattery.com
Iowa | Illinois | IndianaNORTHDRAWN:
APPROVED:
ISSUED FOR:
DATE:
FIELD BOOK:
PROJECT NO:
CLIENT NO:
Printed:C001EXISITNG
CONDITIONS
KRW/CGS
BMS
CITY SUBMITTAL
04/02/2021
4202860
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LOF XPRESS WAUKEE
LOF XPRESS
250 SE ALICE'S ROAD, WAUKEE, IA 50263
P:\Projects\DM\4202860\Deliverables\Drawings\1_Civil\C001 EXISTING CONDITIONS.dwg4/2/2021 11:07:00 AM
NOTES:1.CONCRETE WASHOUT SHALL CONFORM TOIOWA SUDAS SPECIFICATION SECTION 11.050.
321PRIVATE DRIVEPRIVATE DRIVESE ALICE'S ROAD13.27'32.00'5.46'18.00'30.00'6.00'29.30'67.54'55.56'11.00'5.00'5.00'13.00'6.00'19.00'9.50'9.00'(TYP)9.00'9.00'17.00'9.00'4.00'106.00'7.00'43.17'PARKING SETBACK (TYP)PARKINGSETBACK (TYP)TRASH ENCLOSURE, REFER TOARCHITECTURAL PLANS6" CURB AND GUTTER (TYP)6" CURB AND GUTTER (TYP)BOLLARDS (TYP)STORM INTAKE, REFERTO UTILITY PLANSTORM INTAKE, REFERTO UTILITY PLANFES, REFER TOUTILITY PLANR
=
2
0
.
0
0
'R=10.00'R=2.00'R=
1
0
.
0
0
'R=2.00'R=2.00
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R=5.00'R=2.00'R=15.00'R=10.00'R=2.00'R=5.00'R=5.00
'R=3.00'R
=
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'STRUCTURAL STOOP(TYP), REFER TOSTRUCTURAL PLANSPAVEMENTSTRIPING, 4" WIDE,YELLOW (TYP)MONUMENTSIGN (BYOTHERS)MONUMENTSIGN (BYOTHERS)HATCH STRIPE, 4" WIDE, 2' O.C.,YELLOW (TYP)PROPOSED 6" PAVING (TYP)PROPOSED CANOPY, REFERTO ARCHITECTURAL PLANSFIRE HYDRANT ASSEMBLY,REFER TO UTILITY PLANACCESSIBLE PARKING SYMBOL (TYP)ACCESSIBLE PARKING SIGN (TYP)ACCESSIBLEPARKING SIGN (TYP)12.00'150.20'R=20.00'R=12.00'R=20.00'3.00'26.00'R=5.00'25.00'24.00'5.00'STORM MANHOLE,REFER TO UTILITY PLAN12.00'15.24'PROPERTY LINE (TYP)PROPERTY LINE (TYP)5" PCC SIDEWALKPAVING (TYP)CLEANOUT, REFER TOUTILITY PLAN5" PCC SIDEWALKPAVING (TYP)SE LAUREL STREET50.23'15.22'TRANSFORMER PAD,REFER TO ELECTRICALPLANSLIGHT POLE (TYP),REFER TO ELECTRICALPLANSSMOKING AREA WITHFENCE, REFER TOARCHITECTURALPLANS. SEESTRUCTURALDRAWINGS FOR CASTIN PLACE CONCRETESLABDETECTABLEWARNING (TYP)PERPENDICULARCURB RAMPPERPENDICULARCURB RAMPOUTLOT Y5" PCC SIDEWALK PAVING (TYP)CURB RAMPDETECTABLE WARNING5.00'5.00'43.37'7.00'ILLUMINATOR CONTRACTORSERIES EXTERNAL HALYARDFLAGPOLE 35' CLEARSTORM INTAKE, REFERTO UTILITY PLANSTORM INTAKE, REFERTO UTILITY PLANR=5.00'
R=5.00'R=10.00'R=5.00'4.50'PAINTED STOPBAR (TYP)9.00'9.50'9.00'(TYP)9.50'9.50'R=2.00'
R=5.00'R=5.00'5.00'STORM INTAKE,REFER TO UTILITY PLANTRENCH DRAIN, REFERTO UTILITY PLAN (TYP)STORM INTAKE, REFERTO UTILITY PLANSTORM INTAKE, REFERTO UTILITY PLANSTORM INTAKE, REFERTO UTILITY PLANFES, REFER TOUTILITY PLANABCDEFABCDEF43214321PRELIMINARY
- NOT FOR
CONSTRUCTION
4125 Westown Pkwy, Suite 100 | West Des Moines, Iowa 50266
515.223.8104 | www.shive-hattery.com
Iowa | Illinois | IndianaNORTHDRAWN:
APPROVED:
ISSUED FOR:
DATE:
FIELD BOOK:
PROJECT NO:
CLIENT NO:
Printed:C101SITE PLAN KRW/CGS
BMS
CITY SUBMITTAL
04/02/2021
4202860
---
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LOF XPRESS WAUKEE
LOF XPRESS
250 SE ALICE'S ROAD, WAUKEE, IA 50263
P:\Projects\DM\4202860\Deliverables\Drawings\1_Civil\C101 SITE PLAN.dwg4/2/2021 11:07:31 AM
NOTES:1.PERPENDICULAR CURB RAMPS ALONG SELAUREL STREET TO BE INSTALLED WITHTHE SE LAUREL CONSTRUCTION PROJECT.2.FUTURE COFFEE SHOP WILL REQUIRE SITEPLAN REVIEW AND APPROVAL PRIOR TOBUILDING PERMIT / CONSTRUCTION.
321104310431044104210431042104410421041 1040104110401039104110421039104310421041
PROPOSED BUILDINGFFE = 1043.501035103610371038103910401036 1037 1038 1040104110421043
10431041 10401040
10411043 10411042 104010421041
10421040104010401042LIMITS OF DISTURBANCE6.92%3.26%3.35%7.3
0
%
2.00%2.20%7.50%31.06%35.16%33.15%33.21%16.93%33.33%5.94%5.70%2.00%10.79%
2.16%3.35%2
.
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%4.52%6.17%1039.541040.341041.931041.04224 LF SILT FENCE ORFILTER SOCK (TYP)PRIVATE DRIVEPRIVATE DRIVESE ALICE'S ROADSE LAUREL STREET1043104210421042DETENTION BASIN100 YEAR ELEVATION = 1039.17OVERFLOW ELEVATION = 1040.00SITEDISCHARGELOCATIONTO WALNUTCREEKADJUST RIM TOPROPOSEDGRADE = 1040.17LIMITS OF DISTURBANCEINLETPROTECTION (TYP)OUTLOT Y186 LF SILT FENCE ORFILTER SOCK (TYP)179 LF SILT FENCE ORFILTER SOCK (TYP)MATCH EXISTINGINTAKE 1.2OVERFLOWROUTEINTAKE 1.3OVERFLOW ROUTEOVERFLOWELEVATION =1042.35INTAKE 1.3100 YEAR ELEVATION =1042.29INTAKE 1.2100 YEAR ELEVATION = 1042.22OVERFLOW ELEVATION = 1042.431042
INTAKE 1.3A OVERFLOW ROUTEINTAKE 1.3A100 YEAR ELEVATION = 1041.77OVERFLOW ELEVATION = 1042.30INTAKE 1.2A100 YEAR ELEVATION = 1041.59OVERFLOW ELEVATION = 1042.42INTAKE 1.2A OVERFLOW ROUTE3.
0
5
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1042.711042.331042.441042.301042.63 TC 1042.13 GU1042.68 TC 1042.18 GU1042.81 TC 1042.31 GU1042.731042.211042.19TC=GU
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UPRIVATE DRIVE INTAKE100 YEAR ELEVATION = 1039.95OVERFLOW ELEVATION = 1040.05PRIVATE DRIVE INTAKE100 YEAR ELEVATION = 1039.55OVERFLOW ELEVATION = 1039.54RIDGESWALE1043.16RIDGERIDGE1041.00 TC 1040.50 GU1042.861042.841042.79 TC
1042.29 GUPRIVATE DRIVEOVERFLOW ROUTEDETENTION BASINOVERFLOW ROUTEPRIVATE DRIVEOVERFLOW ROUTETOP OF TRANSFORMER PAD = 1042.91RIDGE1042.421042.421042.410.36%7.47%1.00%2.11%8.06%1.00%1042.52104
2
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SWALE1.00%
1.00%0.36%0.36%1.00%7.47%0.36%0.36%1043.40 TC 1042.90 GU1043.47 TC 1042.97 GU1042.571043.91 TC
1043.41
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TINTAKE 2.1OVERFLOW ROUTEINTAKE 2.2OVERFLOW ROUTEINTAKE 1.1OVERFLOW ROUTEINTAKE 1.1AOVERFLOWROUTEINTAKE 1.1A100 YEAR ELEVATION = 1042.63OVERFLOW ELEVATION = 1043.40INTAKE 1.1100 YEAR ELEVATION = 1041.88OVERFLOW ELEVATION = 1041.98INTAKE 2.1100 YEAR ELEVATION = 1038.49OVERFLOW ELEVATION = 1039.17INTAKE 2.2100 YEAR ELEVATION = 1041.63OVERFLOW ELEVATION = 1041.700.36%ABCDEFABCDEF43214321PRELIMINARY
- NOT FOR
CONSTRUCTION
4125 Westown Pkwy, Suite 100 | West Des Moines, Iowa 50266
515.223.8104 | www.shive-hattery.com
Iowa | Illinois | IndianaNORTHDRAWN:
APPROVED:
ISSUED FOR:
DATE:
FIELD BOOK:
PROJECT NO:
CLIENT NO:
Printed:C201GRADING PLAN KRW/CGS
BMS
CITY SUBMITTAL
04/02/2021
4202860
---
---
LOF XPRESS WAUKEE
LOF XPRESS
250 SE ALICE'S ROAD, WAUKEE, IA 50263
\\sh.shive-hattery.com\DATA\Projects\DM\4202860\Deliverables\Drawings\1_Civil\C201 GRADING PLAN.dwg4/2/2021 11:11:57 AM
NOTES:1.MINIMUM TOPSOIL RESPREAD REQUIREMENTS OF GENERAL PERMIT #2 TO BE MET WITH SUDAS SPEC2010 FOR ON-SITE TOPSOIL.2.CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYINGFOR AND OBTAINING IA DNR GENERAL PERMIT #2.INCIDENTAL TO THIS SHALL BE ANY ASSOCIATEDAPPLICATION FEES.3.100 YEAR HIGH WATER ELEVATION LISTED FOR THEDETENTION BASIN MAY BE HIGHER OR LOWERDEPENDING ON PROPERTIES OF SOIL INSTALLED,COMPACTION OF SOILS DURING CONSTRUCTION, ANDSEDIMENT DEPOSITION DURING AND AFTERCONSTRUCTION.SLOPES AND OTHER INFORMATION SHOWN OUTSIDE OFLIMITS OF DISTURBANCE ARE FOR REFERENCE ONLY
321FES 1.0IE = 1035.90ST 1.0 - 130 LF 15"HDPE @ 0.50%STMH 1.148" SW-401RIM = 1043.33IE (ST 1.1A) = 1038.08IE (ST 1.1) = 1037.13IE (ST 1.0) = 1037.03ST 1.2 - 101 LF 12"HDPE @ 0.50%INT 1.2SW-502RIM = 1041.93IE (ST 1.2A) = 1037.85IE (ST 1.2) = 1037.75IE (ST 1.1) = 1037.65ST 1.3 - 67 LF10" HDPE @0.50%INT 1.3SW-502RIM = 1042.01IE (ST 1.3) = 1038.19IE (ST 1.2) = 1038.09ST 1.2A - 63 LF 6"HDPE @ 2.90%ST 1.1B - 66 LF 6" HDPE @ 2.00%CONNECT TO EXISTING SANITARY STUB.CONTRACTOR TO VERIFY LOCATIONAND INVERT PRIOR TO CONSTRUCTION.IE = 1032.39 (FIELD VERIFY)FIRE HYDRANT ASSEMBLY139 LF 6" C900 PVC WATER MAINFIRE DEPARTMENTCONNECTIONROOF DRAIN CONNECTION(TYP)IE = 1039.50UTILITY CROSSINGBOT STORM = 1036.93TOP WATER = 1035.43183 LF 6" PVC @ 2.00%CLEANOUT (TYP)WATER SERVICEENLARGEMENTTRANSFORMER PAD,REFER TO ELECTRICALPLANGAS CONNECTIONBY PROVIDERSANITARY SERVICEENLARGEMENTCONNECT TO STORMWITH INSERTA-TEEIE = 1037.6743 LF TRENCH DRAIN42 LF TRENCH DRAIN150' FIRE HYDRANT COVERAGE124 LF 4" GAS SERVICECONNECT TOEXISTING GAS MAIN(BORE UNDER TRAIL)PRIVATE DRIVEPRIVATE DRIVESE ALICE'S ROADSE LAUREL STREET1.8 TONS 6" THICKCLASS D EROSIONSTONE3.00'10.00'SITE LIGHTING (TYP),REFER TO ELECTRICALPLAN150' SE LAUREL FIRE HYDRANT COVERAGE150' SE LAUREL FIRE HYDRANT COVERAGE8" SAN36" STORM36" STORM8" STORM18" STORM18" STORM
4" GAS8" WATER15" STORM18" STORM4" WATEROUTLOT YCONNECT TO EXISTING WATER MAIN.CONTRACTOR TO VERIFY LOCATIONAND INVERT PRIOR TO CONSTRUCTION.FIRE RISER ROOMINT 1.3A8" INLINE DRAIN WITHBEEHIVE GRATERIM = 1041.61IE = 1038.37INT 1.2A8" INLINE DRAIN WITHBEEHIVE GRATERIM = 1041.41IE = 1038.03ST 1.2B - 18 LF8" HDPE @1.00%ST 1.3A - 18 LF8" HDPE @1.00%EX. FESIE = 1035.00EX. FESIE = 1036.00EX. FESIE = 1034.6510.58'45° BEND4" 90° BENDREFER TO PLUMBINGPLAN FOR UTILITYCONTINUATION (TYP)115 LF 3/4" GAS SERVICE3/4" 90° BENDUTILITY CROSSINGMAINTAIN 18" CLEARANCE BETWEENWATER AND UTILITIES (TYP)45 LF C900 PVC FIREPROTECTION SERVICE- COORDINATEREQUIRED SIZING WITHFIRE PROTECTIONDESIGN - BUILDERSTORM CONNECTION,REFER TO PLUMBING PLANIE = 1039.50UTILITY CROSSINGBOT SAN = 1036.38TOP WAT = 1034.886" WYEIE = 1034.526" TEE - COORDINATEREQUIRED SIZING WITH FIREPROTECTION DESIGN-BUILDERFOR SOUTH STUBGATEVALVEGAS CONNECTIONBY PROVIDERTRENCH DRAINIE = 1042.72TRENCH DRAINIE = 1042.52TRENCH DRAINIE = 1042.71TRENCH DRAINIE = 1042.50GAS CONNECTIONBY PROVIDERELECTRIC AND TELEPHONESERVICE, REFER TOELECTRICAL PLANS169 LF 6" C900 PVC WATER MAIN6" X 6"TEE120 LF OF 3" CONDUITFOR FUTURE AIRCOMPRESSORROUTINGREFER TO PLUMBING PLANFOR UTILITY CONTINUATIONINT 1.1SW-502RIM = 1041.62ST 1.1 IE = 1036.67ST 1.0 IE = 1036.57INT 1.1ASW-512 WITH TYPE 4FRAME AND GRATERIM = 1042.57IE = 1037.28ST 1.1A - 4 LF 8"HDPE @ 3.00%FES 2.0IE = 1035.00ST 2.0 - 70 LF 12" HDPE @ 0.50%INT 2.118" INLINE DRAIN WITHBEEHIVE GRATERIM = 1038.11ST 2.1 IE = 1035.35ST 2.0 IE = 1035.35ST 2.1 - 111 LF 12" HDPE @ 1.00%INT 2.218" INLINE DRAIN WITHBEEHIVE GRATERIM = 1041.48ST 2.1 IE = 1036.46CONNECT TO STORMWITH INSERTA-TEEIE = 1037.16ST 1.1 - 71 LF 15"HDPE @ 0.50%UTILITY CROSSINGBOT STORM = 1035.41TOP SAN = 1033.558.34'8.00'3.00'1.2 TONS 6" THICKCLASS D EROSIONSTONEGATE VALVES3" 90° BEND3" WATER SERVICE, REFER TOPLUMBING PLAN FOR CONTINUATIONIE = 1037.506" FIRE SERVICE, REFER TOPLUMBING PLAN FOR CONTINUATIONIE = 1037.503" X 6" TEE5 LF 3" C900 PVCWATER SERVICE6" 45° BENDSUTILITY CROSSINGBOT SAN = 1035.31TOP WATER = 1033.81 SAND/OIL INTERCEPTOR (500 GAL)UTILITY CROSSINGBOT STORM = 1036.89TOP SAN = 1036.07INSTALL SUPPORT PERSUDAS 3010.901SANITARY CONNECTION, REFER TOPLUMBING FOR CONTINUATION PLAN.IE = 1036.05SANITARY CONNECTION, REFER TOPLUMBING FOR CONTINUATION PLAN.6" 45° BENDS20 LF 6" PVC @ 6.58%6" 45° BENDSUTILITY CROSSINGBOT STORM = 1037.10TOP SAN = 1036.50INSTALL SUPPORT PER SUDAS 3010.9016" WYEIE = 1035.22IE = 1036.50CLEANOUT (TYP)IE = 1035.75ABCDEFABCDEF43214321PRELIMINARY
- NOT FOR
CONSTRUCTION
4125 Westown Pkwy, Suite 100 | West Des Moines, Iowa 50266
515.223.8104 | www.shive-hattery.com
Iowa | Illinois | IndianaNORTHDRAWN:
APPROVED:
ISSUED FOR:
DATE:
FIELD BOOK:
PROJECT NO:
CLIENT NO:
Printed:C301UTILITY PLAN KRW/CGS
BMS
CITY SUBMITTAL
04/02/2021
4202860
---
---
LOF XPRESS WAUKEE
LOF XPRESS
250 SE ALICE'S ROAD, WAUKEE, IA 50263
P:\Projects\DM\4202860\Deliverables\Drawings\1_Civil\C301 UTILITY PLAN.dwg4/2/2021 11:08:31 AM
NORTHWATER SERVICE ENLARGEMENTSANITARY SERVICE ENLARGEMENTNORTH
ABCDEFABCDEF43214321PRELIMINARY
- NOT FOR
CONSTRUCTION
4125 Westown Pkwy, Suite 100 | West Des Moines, Iowa 50266
515.223.8104 | www.shive-hattery.com
Iowa | Illinois | Indiana
DRAWN:
APPROVED:
ISSUED FOR:
DATE:
FIELD BOOK:
PROJECT NO:
CLIENT NO:
Printed:C501CONSTRUCTION
DETAILS
KRW
BMS
CITY SUBMITTAL
04/02/2021
4202860
---
---
LOF XPRESS WAUKEE
LOF XPRESS
250 SE ALICE'S ROAD, WAUKEE, IA 50263
P:\Projects\DM\4202860\Deliverables\Drawings\1_Civil\C501 CONSTRUCTION DETAILS.dwg4/2/2021 11:08:48 AM
SLOPE3/4"3/4"NOTE:ALL PREFORMED JOINT MATERIAL SHALL BE INSTALLED PERPENDICULAR TOTHE PAVEMENT SURFACE AND CARE SHALL BE EXERCISED THROUGHOUT THECONSTRUCTION OF THE PAVEMENT TO ENSURE THAT SUCH JOINT MATERIALREMAINS IN PROPER POSITION UPON COMPLETION OF PAVING OPERATION.COMPACTEDSUBGRADESUBGRADE IS FLUSH WITH BASEEXPANSION JOINT FILLER TOENSURE THAT CONCRETE DOESNOT FLOW UNDER AND VOIDEXPANSION JOINTPCC PAVING ORSIDEWALKBUILDINGWALL/PAVINGJOINT SEALANT3/4" THICK PREFORMEDEXPANSION JOINT FILLERE3ISOLATION JOINTSLOPESEE GRADING PLANTHICKENED SLABPCC WALKWAY12" FLEXIBLE, LIGHT WEIGHT,NON-STAININGPOLYETHYLENE CLOSEDCELL EXPANSION JOINTFILLER12" OF APPROVED JOINTSEALANT MATERIALE1PCC WALK @ STRUCTURAL STOOPREINFORCING - SEESTRUCTURAL PLANSBUILDINGFINISH FLOOR ELEVATION0.50"STRUCTURAL STOOP SLAB, SEESTRUCTURAL PLANSSTRUCTURAL STOOPFOUNDATION WALL, SEESTRUCTURAL PLANSSUBGRADE PREPARATION SHALLEXTEND 24" BEYOND EDGE OF PAVINGNOTE:12"5"EXISTING SUBGRADE ORCOMPACTED FILL (95% STANDARDPROCTOR DENSITY)SCARIFIED ANDRECOMPACTED SUBGRADE(95% STANDARD PROCTORDENSITY)P.C.C.SIDEWALK PAVINGE2PAVEMENT AND SURFACING CROSS SECTIONS12"6"SCARIFIED ANDRECOMPACTEDSUBGRADE (95%STANDARD PROCTORDENSITY)EXISTING SUBGRADE ORCOMPACTED FILL (95%STANDARD PROCTORDENSITY)P.C.C.PARKING LOTPAVINGT 6"R=2"R=1"6"2"1"5"T = THICKNESS OF PAVEMENTD3PCC INTEGRAL CURBD1FLEXIBLE PIPE BEDDINGSUBGRADE SHOULD BE EXCAVATED OR OVEREXCAVATED, IF NECESSARY, SO A UNIFORMFOUNDATION FREE OF PROTRUDING ROCKSMAY BE PROVIDED.OD4" (MIN)TTW12"OD = OUTSIDE DIAMETER OF PIPETW = TRENCH WIDTH AT 12" ABOVE TOP OF PIPE: MIN. = OD + 18" OR 1.25 x OD + 12" (WHICHEVER IS GREATER)NOTE: OR 1/4 THE DIAMETER(WHICHEVER IS GREATER)UNDISTURBEDSOILGRANULARCRADLEB2RIGID PIPE EXCAVATION & BEDDINGTRENCH WIDTHMIN=OD+12"MAX=1.25xOD+12"B ODTSUBGRADE SHOULD BE EXCAVATED OR OVEREXCAVATED, IF NECESSARY, SO A UNIFORM FOUNDATIONFREE OF PROTRUDING ROCKS MAY BE PROVIDED.D
B = OD/8 OR 4"(WHICHEVER ISGREATER)UNDISTURBEDSOILGRANULARCRADLENOTE:GRANULARSUBBASED2SECURITY BOLLARDA3ACCESSIBLE PARKING SIGN7'-0"3'-6" (MIN)2'-0"10"SEE PLANS1" SLOPE1.CONTRACTOR TO VERIFY SIGN GRAPHICSAND INSTALLATION WITH STATE ANDLOCAL CODES.2.TRAFFIC SIGN AND INSTALLATION SHALLCONFORM TO THE LATEST EDITION OF THEMANUAL ON TRAFFIC CONTROL DEVICESEXTEND 6" INTOSOIL FOR DRAINAGENOTES:2" STEEL RND OR SQPIPE PAINTED BLACKADDITIONAL SIGN MAY BE REQUIRED,VERIFY WITH LOCAL CODES. INCLUDINGBUT NOT LIMITED TO VAN ACCESSIBLETYPICAL HANDICAPPED PARKINGSIGN (WHITE ON BLUEBACKGROUND) CENTER INFRONT OF EACH SPACEMOWINGEDGECONCRETEFOOTINGSIDEWALKTYPICAL HANDICAPPED PARKINGSIGN (WHITE ON BLUEBACKGROUND) CENTER INFRONT OF EACH SPACEB3ACCESSIBLE PARKING SYMBOL6°23°4" (TYP)
R=2'-0"R=1'-8"2'-0"1'-0"8"1'-0"6"1'-6"1'-0"4"R=6"NOTE: SYMBOL TO BE CENTERED IN PARKING SPACE AND ORIENTED AS ILLUSTRATED ON PLANS.TSee Detail A or Bat 12'' Centers18'' Long Dowel6412Pavement EdgeSee Detail C THole Diameter 18''Larger than Dowel4529'' min.9'' min.'CD'DOWELED CONTRACTION JOINT'RD'ABUTTING PAVEMENT JOINT18" Long Dowel@ 12" Centers14'' ± 116'' Saw CutJoint Sealant Material14'' ± 18''Saw Cut8AA18'' to 516'' Saw CutJoint Sealant Material14'' ± 18''1 14'' ± 14''AADETAIL B(Saw cut formed by approved early concrete sawing equipment.)DETAIL A(Saw cut formed by conventional concrete sawing equipment.)Crack orJoint LineCrack orJointLineT< 8''24'' Long at 30'' CentersJointBars'BT-5'#4#5'BT-3'24'' Long at 30'' CentersBar Length and Spacing'BT-4'24'' Long at 15'' Centers≥ 8''T9'' min.15'' min.1134'' Dia. Hole for BT-3and BT-4 Joint58'' Dia. Hole for BT-5Joint'BT'ABUTTING PAVEMENT JOINT - RIGID TIE (Drilled)NOTES:1. CONTRACTOR TO SUBMITJOINTING PLAN TO ENGINEERFOR REVIEW AND APPROVALPRIOR TO COMMENCEMENT OFWORK.2. DOWEL BARS, (JOINTS RD, CD)TO BE INSTALLED IN JOINTSPERPENDICULAR TO TRAFFICFLOW. TIE BARS, (JOINTS L2, BT-2)TO BE INSTALLED ON JOINTSPARALLEL TO TRAFFIC FLOW.3. ALL JOINTS TO BE SEALEDD4JOINT DETAILSA4FILTER SACKSWIDTH = WDEPTH = DLENGTH = L1/4" BRIGHTLY COLORED NYLONROPE EXPANSION RESTRAINTOVERFLOW HOLES(OPTIONAL)GEOTEXTILE BAGINLET GRATELOOPS SIZED FOR 1" REBAR.LIFT FILTER BAG FROM INLETUSING REBAR FOR HANDLESLOOPS SIZED FOR 1" REBAR.USING REBAR FOR AHANDLE TO EMPTY FILTERSACK AT A SEDIMENTCOLLECTION LOCATION.2"x2"x3/4" RUBBERBLOCK (TYP)1/4" BRIGHTLYCOLORED NYLONROPE EXPANSIONRESTRAINT2"x2"x3/4" RUBBERBLOCK (TYP)SECURE LIFTING LOOPS TO ORUNDER SUROUNDING SURFACEISOMETRIC VIEWELEVATION VIEWPROFILE VIEW OFINSTALLED FILTER SACKDO NOT USE ON ROADWAYSWHERE PONDING MAY CAUSETRAFFIC HAZARDSFILTER SACKS(GRATED INLETS)1.EMPTY FILTER SACK WHEN BRIGHTLY COLOREDEXPANSION RESTRAINT CAN NO LONGER BESEEN.2.GEOTEXTILE WILL BE WOVEN POLYPROPYLENEFABRIC THAT MEETS OR EXCEEDS.3.AN OIL ADSORBENT PAD OR PILLOW CAN BEPURCHASED WHEN OILS SPILLS ARE A CONCERN.4.INSPECT PER REGULARTORY REQUIREMENTS.5.THE WIDTH, "W", OF THE FILTER SACK WILLMATCH THE INSIDE WIDTH OF THE GRATED INLETBOX.6.THE DEPTH, "D", OF THE FILTER SACK WILL BEBETWEEN 18 INCHES AND 36 INCHES.7.THE LENGTH, "L", OF THE FILTER SACK WILLMATCH THE INSIDE LENGTH OF THE GRATEDINLET BOX.LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLEGRAB TENSILE STRENGTHGRAB TENSILE ELONGATIONPUNCTUREMULLEN BURSTTRAPEZOID TEARUV RESISTANCEAPPARENT OPENING SIZEFLOW RATEPERMITTIVITYASTM D-4632ASTM D-4632ASTM D-4833ASTM D-3786ASTM D-4533ASTM D-4355ASTM D-4751ASTM D-4491ASTM D-4491300 LBS20%120 LBS800 PSI120 LBS80%40 US SIEVE40 GAL/MIN/SQ FT0.55 SEC -1GRAB TENSILE STRENGTHGRAB TENSILE ELONGATIONPUNCTUREMULLEN BURSTTRAPEZOID TEARUV RESISTANCEAPPARENT OPENING SIZEFLOW RATEPERMITTIVITYASTM D-4632ASTM D-4632ASTM D-4833ASTM D-3786ASTM D-4533ASTM D-4355ASTM D-4751ASTM D-4491ASTM D-4491265 LBS20%135 LBS8420 PSI45 LBS90%20 US SIEVE200 GAL/MIN/SQ FT1.5 SEC -1PROPERTIESTEST METHODUNITSPROPERTIESTEST METHODUNITSMODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLEPROPOSED PCC PAVEMENTPROPOSED DOWNSPOUT - REFER TOARCHITECTURAL DRAWINGS - CRIMP ENDAS NECESSARY TO INSERT INTO 6" PVC.CONNECT TO HDPE PIPING WITHPRE-FABRICATED CONNECTIONPVC, PREFABRICATED BENDSMINIMUM 0.50% SLOPE6" PVC SCH 40 PIPE6" HDPE6"PROPOSED BUILDINGCONTINUOUS EXPANSIONJOINT & SEALANTSQUARE TO ROUNDCONNECTIONA1ROOF DRAIN CONNECTIONS3'-6"6"6"6"18"18"
4'-0"PLAN VIEWSLOPE CONCRETE TOPFOR POSITIVE WATERRUNOFF4" OD SCH 40 STEEL PIPE BOLLARD FILLEDSOLID WITH CONCRETE. PAINT COLOR TOBE COORDINATED WITH OWNER ANDARCHITECT PRIOR TO INSTALLATIONISOLATION JOINT18" DIA CONCRETEBASEISOLATION JOINT
ABCDEFABCDEF43214321PRELIMINARY
- NOT FOR
CONSTRUCTION
4125 Westown Pkwy, Suite 100 | West Des Moines, Iowa 50266
515.223.8104 | www.shive-hattery.com
Iowa | Illinois | Indiana
DRAWN:
APPROVED:
ISSUED FOR:
DATE:
FIELD BOOK:
PROJECT NO:
CLIENT NO:
Printed:C502CONSTRUCTION
DETAILS
KRW
BMS
CITY SUBMITTAL
04/02/2021
4202860
---
---
LOF XPRESS WAUKEE
LOF XPRESS
250 SE ALICE'S ROAD, WAUKEE, IA 50263
P:\Projects\DM\4202860\Deliverables\Drawings\1_Civil\C501 CONSTRUCTION DETAILS.dwg4/2/2021 11:08:49 AM
E2SILT FENCEFRONT VIEWFABRICPOSTWIRECORDTRENCH BOTTOMEMBEDDED 28" BELOWSTEEL POST TO BEDETAILS OF SILT FENCE GROUNDLINEENGINEERINGFABRICTRENCH BOTTOMSECURE WITH WIRE.PLACE AROUND POST,HAVE A MINIMUM 36" WIDTH.ENGINEERING FABRIC SHALLPLACED TO BOTTOM OF TRENCH.POST TOP VIEWNOTE: TWIST CORD ANDENGINEERING FABRIC TO BESECURE TOP OF ENGINEERINGDETAILS OF DITCH CHECKFABRIC TO STEEL POST.NOTES:POSTWIRECORDGROUND LINE12" MIN DEPTH AND 4" MIN WIDTHTRENCH AND COMPACTED BACKFILLFOLDED ACROSS BOTTOM OF TRENCHFLOWPOST 5'-0" MIN.ENGINEERING FABRIC TO BETYPICAL SECTIONFORESLOPEENGINEERINGFABRICENGINEERING FABRICFLOWSILT FENCEDITCH CHECKTYPICAL SECTIONPOST 5'-0" MIN.GROUND LINEENGINEERING FABRIC TO BE FOLDED ACROSSTRENCH AND COMPACTEDBACKFILL 12" MIN DEPTH4" MIN WIDTHBOTTOM OF TRENCHTRENCH BOTTOMFOLD FABRIC TOFIT TRENCHNORMALBACKSLOPE1' ABOVE GROUNDNORMAL FORESLOPE2" RISEIN FENCEInvertManhole DiameterCastingPrecast Top1Adjustment Rings8'' min.Location Station4''6'' min.12'' min.BaseSquare EdgeDepth27'' dia.7486072849624364248601824303642At 90SeparationAt 180Separation2#4 Bars @ 12''o.c. Each WayPrecast RiserSectionsLowestFlowline12333Steps (typ.)PLANTYPICAL SECTIONCast-in-place base shown. If base is precast integral with bottomriser, the footprint of the base is not required to extend beyond theouter edge of the riser.For additional configurations, maintain a minimum of 12 inchesof concrete between vertical edges of pipe openings.12 inch minimum riser height above all pipe openings. or less asrequired and approved by engineer.Solid Lid - SW-602 CastingArea Intake - SW-604 CastingProvide sump below lowest pipe invert where specified on plans.Maximum Pipe Diameter(inches) for 2 PipesManholeDiameter(inches)445E4CIRCULAR STORM SEWER MANHOLE, (SW-401)APPROVED STAINLESSSTEEL ANCHOR BOLT-6BOLTS MINIMUMIN-LINEPLUGCLEANOUTSEWER MAIN45° BENDWYE3214'' MIN.142'' MIN.CASTINGCAP2#4 BAR (TYP.)20'' MIN.CONCRETE PAD6'' PVC RISERNEENAH R-1975-A HEAVY DUTY CASTINGAND LIDDO NOT ALLOW CASTING TO BEAR ONTOP OF RISER PIPE.6-INCH PVC SERVICE PIPETHREADED PVC CAP OR IRON BODYFERRULE WITH BRASS SCREW PLUG34142'' MIN.CASTINGCAP2PAVED AREASNON-PAVED AREAS8"1'-0"PROPOSEDPAVING1" EXPANSIONMATERIALAROUNDPIPEPOUREDCONCRETEBASETWO-WAY CONNECTIONEND OF RUNSEWER MAINSEWER MAINPVC RISERB2SUBDRAIN CLEANOUTS0" TO 6"A4SIDEWALK RAMP5'-0"5'-0"5'-0"5'-0"5'-0"5'6060C4HYDRANT ASSEMBLY
ABCDEFABCDEF43214321PRELIMINARY
- NOT FOR
CONSTRUCTION
4125 Westown Pkwy, Suite 100 | West Des Moines, Iowa 50266
515.223.8104 | www.shive-hattery.com
Iowa | Illinois | Indiana
DRAWN:
APPROVED:
ISSUED FOR:
DATE:
FIELD BOOK:
PROJECT NO:
CLIENT NO:
Printed:C503CONSTRUCTION
DETAILS
KRW
BMS
CITY SUBMITTAL
04/02/2021
4202860
---
---
LOF XPRESS WAUKEE
LOF XPRESS
250 SE ALICE'S ROAD, WAUKEE, IA 50263
P:\Projects\DM\4202860\Deliverables\Drawings\1_Civil\C501 CONSTRUCTION DETAILS.dwg4/2/2021 11:08:50 AM FLOWLINE (DEPTH VARIES)#5 L @ 18"HEAVY DUTY TRENCH GRATE AND FRAMENEENAH R-4990-AX WITH TYPE 'C' GRATE,EAST JORDAN IRON WORKS V-7345 ORAPPROVED EQUALUNDISTURBED EARTH(3) #5 CONT.COMPACTED BACKFILLPREPARED SUBGRADE(2) #5EA. WALL(4) #5CONT.#5 @ 12"NOTES:1.INSTALL TRENCH GRATE AND FRAME PER MANUFACTURER DETAILS2.EQUIVALENT TRENCH DRAIN GRATE AND FRAME MAY BESUBSTITUTED AS AN ACCEPTABLE ALTERNATIVE3.3" OF CLEAR COVER ON ALL BARSINSTALL IDOT TYPE 'CT' OR 'RT' JOINTALONG BOTH SIDES OF TRENCH DRAINS(TYP)INLINE DRAIN DETAILD41111Entrance length: 50 foot minimum(30 foot for single family residential), oras specified in the contract documents.Length of entrance may be increased ifsediment track-out occurs.20'
-0
"
M
IN
.10'
-0
"
M
IN
.LENGTHTHICKNESS ASSPECIFIED (6" MIN.)STABILIZED CONSTRUCTION ENTRANCEB4Section A-A21AAToe of Slope
PLANPROFILEPIPE DIAMETER, D
3D
LENGTHWIDTHFOOTING FOR APRONSTABLE GROUNDCONSTRUCT NOTCH AT END OFAPRON. DEPTH = 2TTMIN.ENGINEERING FABRICTHICKNESS, TOD = Outside pipe diameterInstall pipe support for all new sewers 12inches in diameter or larger when clearancebetween bottom of new sewer and top ofexisting line is 12 inches or less.Comply with Figure 3010.101.Form interior surface of footings. Keepthe 12 inch utility clear zone free ofconcrete.12AA1NEW SEWER12" OR LESS
1-1/2" COMPRESSIBLEMATERIALBEDDINGEXISTING UTILITY (SEWER, WATER, GAS, ETC.)12"3"PCCUNDISTURBED SOILOD
12"NEW SEWER3"OD/41-1/2" COMPRESSIBLE MATERIALEXISTING UTILITYOD + 6"OD22SEWER PIPE SPPORT OVER EXISTING UTILITY LINEE2RIP RAP FOR PIPE OUTLET ONTO FLAT GROUNDD3TRENCH DRAINA4THE MOST RECENT EDITION OF THE IOWA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONSSHALL APPLY TO ALL SITE WORK PERFORMED ON THIS PROJECT EXCEPT AS MODIFIED HEREIN.A.CONCRETE PAVING:CONCRETE: MATERIALS AND MIXING FOR ALL CONCRETE WORK, UNLESS OTHERWISE SPECIFIED, SHALLCONFORM TO IOWA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, SECTIONS 2301.01 THROUGH2301.03 AND MATERIALS I.M. 529 FOR AIR-ENTRAINED TYPE C-4 MIX WITH TYPE I CEMENT. M-MIX MAY BESUBSTITUTED WITH APPROVAL OF ENGINEER.COARSE AGGREGATE DURABILITY SHALL BE CLASS IICOMPRESSIVE STRENGTH: 2800 PSI @ 7 DAYS AND 4000 PSI @ 28 DAYSSLUMP: 3" ± 1"AIR CONTENT: 7.0% ± 1.5%TESTING - ONE SET OF TEST CYLINDERS REQUIRED FOR EACH 100 C.Y. OR ONE PER DAY IF LESS THAN100 CY FROM SAME READY MIX PLANT. CONCRETE TESTING TO BE COMPLETED BY AN INDEPENDENTTESTING LABORATORY AND PAID FOR BY CONTRACTOR. CONTRACTOR SHALL COORDINATE ANDSCHEDULE ALL REQUIRED TESTING AND GEOTECHNICAL WORK. SUBMIT ALL REPORTS TO THEENGINEER.SURFACE CURING: CONTRACTOR SHALL APPLY WHITE PIGMENT LIQUID CURING COMPOUND IN A FINESPRAY TO FORM CONTINUOUS UNIFORM FILM AFTER FINISHING AND SURFACE MOISTURE HASDISAPPEARED, OR WITHIN 30 MINUTES OF PLACEMENT.SUBMIT CONCRETE MIX DESIGN TO ENGINEER FOR APPROVAL.B.SEALANTS:JOINT SEALERS: ALL JOINTS TO BE SEALED. MEET IOWA DOT STANDARD SPECIFICATION REQUIREMENTSINSTALLED PER MANUFACTURER'S SPECIFICATIONS.C.PAVEMENT MARKING:FACTORY MIXED QUICK DRYING, NON-BLEEDING WATERBORNE PAINT COMPLYING WITH IOWA DOTSTANDARD SPECIFICATION SECTION 4183. COLOR: YELLOW, WIDTH: 4". SUBMIT TO ENGINEER FORAPPROVAL.D.REINFORCING STEEL:PAVING REINFORCEMENT SHALL BE ASTM A615 GRADE 60, AND SHALL HAVE A PROTECTIVE COATING OFEPOXY APPLIED BY ELECTROSTATIC SPRAY METHOD IN ACCORDANCE WITH THE REQUIREMENTS OFASTM A775.E.SUBGRADE / SUBBASE:WHEN UNSTABLE MATERIAL OR EXCESSIVE MOISTURE IS ENCOUNTERED, THE ENGINEER MAY ORDERREMOVAL AND REPLACEMENT OF THE UNSTABLE MATERIAL. REMOVE EXISTING UNSTABLESUBGRADE OR SUBBASE, OR BOTH, TO THE DEPTH DIRECTED BY THE ENGINEER. PLACE AND COMPACTNEW SUBBASE MATERIAL AS REQUIRED TO BRING THE SUBBASE TO A LEVEL 1 INCH BELOW THEBOTTOM OF THE EXISTING PAVEMENT.F.SODDING:SOD ALL AREAS DISTURBED BY CONSTRUCTION.G.TRAFFIC AND PEDESTRIAN CONTROL:PROVIDE BARRICADES, FENCING, AND OTHER DEVICES TO KEEP UNAUTHORIZED PERSONNEL FROMPROJECT SITE AND WORK ZONES AND TO DIRECT TRAFFIC AROUND EXISTING SITE.KEEP INTERFERENCE WITH TRAFFIC TO A MINIMUM. DO NOT BLOCK EXISTING DRIVE AISLES ORENTRANCE DRIVES.PROVIDE OWNERS REPRESENTATIVE WITH A CONSTRUCTION STAGING PLAN SHOWING CONSTRUCTIONSEQUENCING, STAGING AREAS, AND ALL ACCESS ROUTES.H.PAVEMENT JOINTING: SEAL ALL JOINTS.I.TEMPORARY SEEDING:DECEMBER 1 TO MARCH 1 - 50 LBS. OATS/ACRE (55 KG OATS/HECTARE) PER IOWA DOT 4169.02.MARCH 1 TO DECEMBER 1 - 50 LBS CEREAL RYE/ACRE (55 KG CEREAL RYE/HECTARE) PER IOWA DOT4169.02MULCH SHALL BE THRASHED CEREAL STRAW.SPECIFICATIONS1.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO THE LATEST EDITION OF SUDAS AND ISWMM. CONTRACTORSHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER.2.CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL.3.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED ORDISPOSED.4.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UPFUEL OR CHEMICAL SPILLS AND LEAKS.5.DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUSTSUPPRESSION OPERATIONS IS PROHIBITED.6.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BEPREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES ORWATERS OF THE STATE.7.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE SODDED IMMEDIATELY.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS TEMPORARILY STOPPED AND SHALL NOT RESUME WITHIN 14CALENDAR DAYS SHALL BE TEMPORARILY STABILIZED.8.ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVEDIMMEDIATELY.9.CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWERDRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE.10.SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION.11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, WATTLES, INLETPROTECTION, ETC.) TO PREVENT EROSION.12.ALL STORM SEWER INTAKES THAT RECEIVE STORMWATER RUNOFF FROM DISTURBED AREAS SHALL BE PROVIDED WITH A FILTER SACK.13.CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION, PERIODIC CHECKING AND REINSTALLATION OF EROSION AND SEDIMENTATIONCONTROL MEASURES.14.OWNER SHALL ASSUME RESPONSIBILITY FOR ALL EROSION CONTROL UNTIL DELEGATED TO CONTRACTOR ONCE THE PROJECTCONSTRUCTION STARTS.15.CONTRACTOR SHALL SUBMIT A COMPLETE CONSTRUCTION SITE SWPPP REVIEW CHECKLIST SIGNED BY SWPP DESIGNER TO THE CITY OFWAUKEE PRIOR TO SCHEDULING A PRE-CONSTRUCTION MEETING.16.CONTRACTOR SHALL SUBMIT A COPY OF THE SWPPP TO THE CITY OF WAUKEE PRIOR TO SCHEDULING A PRE-CONSTRUCTION MEETING.17.CONTRACTOR SHALL SUBMIT A COPY OF THE IDNR ISSUED GENERAL PERMIT #2 AUTHORIZATION LETTER TO THE CITY OF WAUKEE PRIOR TOSCHEDULING A PRE-CONSTRUCTION MEETING.GRADING AND EROSION CONTROL NOTES:WIDTH OF BACKFILL12" MINIMUM30"CLASS I OR II BACKFILL, PER ASTM 2321,COMPACTED IN 8" (200mm) MAX. LIFTSTO A MIN. OF 90% STANDARD PROCTORDENSITY.HDPE RISER(WIDTH VARIES - SEEUTILITY PLAN)DROP-IN DRAIN GRATE (SIZEVARIES - SEE UTILITY PLAN)6" COMPACTED ROCK BASE
321PARKING SETBACK (TYP)PARKINGSETBACK (TYP)(1) GLE SKY(1) GLE SKY(1) LIQ MOR(1) GLE SKY(1) LIQ MOR(7) RIB PUMR=10.00'(36) CAL KAR(2) PIC PUN(1) LIQ MOR(23) CAL KAR(2) PIC PUN(1) LIQ MOR(3) THU GOL(4) CAL KAR(2) THU GOL(4) CAL KAR(3) THU GOL(4) CAL KAR(3) THU GOL(4) CAL KAR(3) THU GOL(4) CAL KAR(3) THU GOL(4) CAL KAR(2) THU GOL(4) CAL KAR(3) THU GOL(9) THU GOL(1) GLE SKY(1) GLE SKYSOD, TYP.SOD, TYP.PLANTING BED WITHRIVER ROCK MULCHPLANTING BEDWITH RIVER ROCKMULCHMONUMENT SIGNSOD, TYP.PRIVATE DRIVEPRIVATE DRIVESE ALICE'S ROADSE LAUREL STREET19.36'18.50'5.00'5.00'12.00'OUTLOT Y10.00'5.00'PLANTING BED WITHRIVER ROCK MULCHPLANTING BED WITHRIVER ROCK MULCHPLANTING BED WITHRIVER ROCK MULCHTREESQTYBOTANICAL NAMECOMMON NAMEROOTSIZEGLE SKY5Gleditsia triacanthos CSkylineCSkyline Honey LocustB & B1.5"CalLIQ MOR4Liquidambar styraciflua CMoraineCMoraine Sweet GumB & B1.5"CalPIC PUN4Picea pungens CFat AlbertCFat Albert Colorado SpruceB & B6C HT.SHRUBSQTYBOTANICAL NAMECOMMON NAMEROOTSIZERIB PUM7Ribes alpinum CPumilumCDwarf Alpine CurrantCONT.3 galTHU GOL31Thuja occidentalis CGolden GlobeCGolden Globe ArborvitaeCONT.3 galORNAMENTAL GRASSQTYBOTANICAL NAMECOMMON NAMEROOTSIZECAL KAR87Calamagrostis x acutiflora CKarl FoersterCKarl Foerster Feather Reed GrassCONT.1 galGROUND COVERSQTYBOTANICAL NAMECOMMON NAMESIZESOD S0122,849.0 sfSodSodSFPLANT SCHEDULEABCDEFABCDEF43214321PRELIMINARY
- NOT FOR
CONSTRUCTION
4125 Westown Pkwy, Suite 100 | West Des Moines, Iowa 50266
515.223.8104 | www.shive-hattery.com
Iowa | Illinois | IndianaNORTHDRAWN:
APPROVED:
ISSUED FOR:
DATE:
FIELD BOOK:
PROJECT NO:
CLIENT NO:
Printed:L101LANDSCAPE PLAN EDR
BMS
CITY SUBMITTAL
04/02/2021
4202860
---
---
LOF XPRESS WAUKEE
LOF XPRESS
250 SE ALICE'S ROAD, WAUKEE, IA 50263
P:\Projects\DM\4202860\Deliverables\Drawings\1_Civil\L101 LANDSCAPE PLAN.dwg4/2/2021 11:09:21 AM
LANDSCAPE REQUIREMENTS:1.OPEN SPACE REQUIREMENT IS 20% OF SITE.A.REQUIREMENT: 12,463 SFB.PROVIDED: 25,477 SF (40.9%) 2. 1 TREE AND 1 SHRUB PER 1,000 SF OF REQUIRED OPEN SPACE.A.12,463 / 1,000 = 13B.13 TREES AND 13 SHRUBS REQUIREDC.13 TREES AND 38 SHRUBS PROVIDED 3. THE SETBACK BETWEEN THE PARKING AREA AND THE PUBLIC ROW SHALL BE LANDSCAPED WITH A MINIMUM OF ONE OVERSTORY DECIDUOUS TREE PER 40 LF OF FRONTAGE.A.163 LF OF FRONTAGE = 5 OVERSTORY DECIDUOUS TREESREQUIRED 4. 25% OF PROVIDED TREES SHALL BE EVERGREENA.4 EVERGREEN TREES PROVIDEDLANDSCAPE NOTES:1.ALL SOD INSTALLATION AND RELATED WORK SHALL CONFORM TO CURRENT IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) DIVISION 9, SECTION 9020 - SODDING,UNLESS OTHERWISE NOTED.2.ALL PLANT INSTALLATION RELATED TO WORK SHALL CONFORM TO CURRENT IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) DIVISION 9, SECTION 9030 - PLANTMATERIAL AND PLANTING, UNLESS OTHERWISE NOTED.3.ALL PLANTING WORK SHALL BE COORDINATED WITH THE WORK OF OTHER TRADES ON SITE.4.LOCATIONS OF ALL UTILITIES SHOWN ON THE PLANS ARE TAKEN FROM EXISTING RECORDS. THE EXACT LOCATION AND ELEVATION OF ALL UTILITIES MUST BE DETERMINED BY THECONTRACTOR. IT SHALL BE THE DUTY OF THE CONTRACTOR TO ASCERTAIN WHETHER ANY ADDITIONAL UTILITIES OTHER THAN THOSE SHOWN ON THE PLAN MAY BE PRESENT.5.PROTECT ALL EXISTING AND NEW STRUCTURES AND UTILITY SERVICES DURING INSTALLATION OF ALL PLANT MATERIAL. IF CONFLICTS EXIST BETWEEN PROPOSED PLANTINGLOCATIONS AND OTHER STRUCTURES AND UTILITIES, CONTRACTOR SHALL COORDINATE PLANTING ADJUSTMENTS WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.6.CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TO OPERATIONS INSIDE AND OUTSIDE OF THE CONTRACT LIMIT LINE. ANY AREAS OUTSIDE THE LIMIT OF WORK THAT AREDISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.7.ALL TREES, SHRUBS, AND PERENNIAL PLANTS ARE LISTED IN THE PLANT SCHEDULE. IF DISCREPANCIES EXIST BETWEEN QUANTITIES SHOWN ON THE DRAWINGS AND QUANTITIESLISTED IN THE PLANT SCHEDULE, THE PLAN QUANTITIES SHALL PREVAIL.8.ALL PLANT MATERIALS MUST CONFORM TO AMERICAN STANDARDS FOR NURSERY STOCK (ASNS), LATEST EDITION PUBLISHED BY THE AMERICAN ASSOCIATION OF NUSERYMEN,WASHINGTON D.C. LARGER SIZED PLANT MATERIALS OF THE SPECIES LIST MAY BE USED IF THE STOCK CONFORMS TO THE ASNS.9.ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT ANDCULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT.10.THE CONTRACTOR SHALL SUBMIT DOCUMENTATION VERIFYING PLANT CULTURE, SIZE, CONDITION, AND NURSERY CERTIFICATION IN THE CONFORMANCE WITH SUDAS SECTION 9030TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. THE OWNER AND/OR LANDSCAPE ARCHITECT RESERVE THE RIGHT TO REJECT PLANTS THAT DO NOT CONFORMTO PROJECT SPECIFICATIONS AND ANSI STANDARDS UPON DELIVERY TO SITE.11.THE CONTRACTOR SHALL PREPARE TOPSOIL IN ALL SODDED AREAS TO CONFORM WITH SUDAS SECTION 2010 - EARTHWORK.12.THE CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS AND MATERIALS INJURIOUS TO PLANT GROWTH FROM PLANTING PITS AND BEDS PRIOR TO BACKFILLING THEPLANTING SOIL MIX.13.THE CONTRACTOR SHALL GUARANTEE ALL SOD TO BE IN A LIVE AND HEALTHY GROWING CONDITION FOR 60 DAYS AFTER SUBSTANTIAL COMPLETION OR SHALL BE REPLACED FREEOF CHARGE, BY CONTRACTOR, WITH THE SAME GRADE AND SPECIES IN CONFORMANCE WITH THE ESTABLISHMENT PERIOD DESCRIBED IN SUDAS SECTION 9020.14.THE CONTRACTOR SHALL GUARANTEE ALL LIVE PLANT MATERIAL TO BE IN LIVE AND HEALTHY GROWING CONDITION FOR ONE FULL YEAR AFTER SUBSTANTIAL COMPLETION ORSHALL BE REPLACED FREE OF CHARGE, BY CONTRACTOR, WITH THE SAME GRADE AND SPECIES IN CONFORMANCE WITH THE ESTABLISHMENT PERIOD DESCRIBED IN SUDASSECTION 9030.15.SOD SHALL BE RHIZOMATOUS TURF-TYPE TALL FESCUE BY AGRILAND FS OR APPROVED EQUAL.16.THE CONTRACTOR SHALL PROVIDE AN IRRIGATION DESIGN FOR APPROVAL PRIOR TO CONSTRUCTION.17.ALL TREES SHALL BE PER THE RECOMMENDATIONS AND REQUIREMENTS OF THE CURRENT ANDI 'AMERICAN STANDARDS FOR NURSERY STOCK'.18.PROTECT ALL EXISTING AND NEW STRUCTURES AND UTILITY SERVICES DURING INSTALLATION OF ALL PLANT MATERIAL. NOTIFY ENGINEER IMMEDIATELY UPON CONFLICT OFPLANTS, STRUCTURES, AND UTILITIES.19.ALL PLANTING BEDS SHALL RECEIVE PRE-EMERGENT WEED PREVENTER, AND 1 1/2" RIVER ROCK MULCH TO A DEPTH OF 3 INCHES, UNLESS OTHERWISE NOTED.20.REPAIR ALL AREAS OF DISTURBANCE, INCLUDING THE PUBLIC ROW, WITH SOD UNLESS NOTED OTHERWISE.21.ALL AREAS INDICATED TO RECEIVE RIVER ROCK MULCH SHALL BE PLACED ATOP WEED BARRIER.22.PLANTING BEDS SHALL BE TILLED TO A DEPTH OF 12" TO DECOMPACT SOILS.23.ISLANDS SHALL BE CORED OUT TO REMOVE ALL GRANULAR AND COMPACTED SUBBASE TO A DEPTH OF 36" BELOW FINISH PAVING SURFACE.24.MINIMUM PLANTING HEIGHT OF EVERGREEN TREES AND ORNAMENTAL TREES SHALL BE 6 FEET. MINIMUM PLANTING HEIGHT OF OVERSTORY TREES SHALL BE 8 FEET.25.ANY CHANGES TO THE LANDSCAPE PLAN SHALL BE APPROVED IN WRITING BY THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT.
ABCDEFABCDEF43214321PRELIMINARY
- NOT FOR
CONSTRUCTION
4125 Westown Pkwy, Suite 100 | West Des Moines, Iowa 50266
515.223.8104 | www.shive-hattery.com
Iowa | Illinois | Indiana
DRAWN:
APPROVED:
ISSUED FOR:
DATE:
FIELD BOOK:
PROJECT NO:
CLIENT NO:
Printed:L102LANDSCAPE
DETAILS
EDR
BMS
CITY SUBMITTAL
04/02/2021
4202860
---
---
LOF XPRESS WAUKEE
LOF XPRESS
250 SE ALICE'S ROAD, WAUKEE, IA 50263
P:\Projects\DM\4202860\Deliverables\Drawings\1_Civil\L101 LANDSCAPE PLAN.dwg4/2/2021 11:09:22 AM
SET TREE PLUMB MAINTAINTHROUGHOUT WARRANTY.REMOVE ALL FLAGGING ANDLABELS AFTER LANDSCAPEARCHITECT APPROVAL.TAPER TOP OF MULCH TOMATCH TURF LINE.PLACE ROOTBALL ONUNEXCAVATED ORTAMPED SOIL.DURING THE SPRING PLANTING SEASON, ANY EVERGREENPLANT DELIVERED WITH NEW GROWTH IN ADVANCE STAGEOF CANDLING OUT WILL BE REJECTED. EVERGREEN TREESNOT FULLY BRANCHED FROM BOTTOM TO TOP WILL BEREJECTED AND THOSE WITH TERMINAL LEADERSEXCEEDING 12" IN LENGTH WILL ALSO BE REJECTED.ROOT BALL CROWN2" ABOVE GRADE2 X ROOT BALL DIAMETERPLACE STAKES 6" BEYONDTREE'S DRIPLINE3'-0" MULCH RINGSET ROOT BALL CROWN 2" HIGHERTHAN GRADE. EACH TREE MUSTBE PLANTED SUCH THAT THETRUNK FLARE IS VISIBLE AT THETOP OF THE ROOT BALL.TAMP SOIL AROUND ROOT BALLBASE FIRMLY WITH FOOTPRESSURE SO THAT ROOT BALLDOES NOT SHIFT.1 1/2" RIVER ROCK MULCH RING AT3" DEPTH PULLED BACK 6" FROMTRUNK BASEINSTALL PAVER EDGING BETWEENROCK MULCH AND SOD, WHEN NOTWITHIN A CONTIGUOUS PLANTING BED.SCARIFY THE SIDES AND BOTTOM OFTHE HOLE BEFORE PLACING THETREE IN THE PLANTING HOLE.BACKFILL HOLE WITH MODIFIEDPLANTING SOIL AS SPECIFIED.2 X ROOT BALL DIAMETERSET TREE PLUMB MAINTAINTHROUGHOUT WARRANTY.REMOVE ALL FLAGGING ANDLABELS AFTER LANDSCAPEARCHITECT APPROVAL.PLACE ROOTBALL ONUNEXCAVATED ORTAMPED SOIL. TAMPSOIL AROUND ROOTBALL BASE FIRMLY WITHFOOT PRESSURE SOTHAT ROOT BALL DOESNOT SHIFT.ROOT BALLCROWN 2" ABOVEGRADE1 1/2" RIVER ROCK MULCH AT3" DEPTH PULLED BACK 6"FROM TRUNK BASE. TAPERTOP OF MULCH TO TURFLINE.3'-0" MULCH RINGSET ROOT BALL CROWN 2"HIGHER THAN GRADE. EACHTREE MUST BE PLANTEDSUCH THAT THE TRUNKFLARE IS VISIBLE AT THETOP OF THE ROOT BALL.PAVER EDGING BETWEENROCK MULCH AND SOD, WHENNOT WITHIN A CONTIGUOUSPLANTING BED.SCARIFY THE SIDES AND BOTTOMOF THE HOLE BEFORE PLACINGTHE TREE IN THE PLANTING HOLE.BACKFILL HOLE WITH MODIFIEDPLANTING SOIL AS SPECIFIED.6" LONG POLYROPYLENE OR POLYETHYLENE, 40 MIL.THICK AND 1.5" WIDE STRAPS. ATTACH WITH 10 ga WIRE.NOTES:1. STEEL POSTS TO BE NOTCHED OR DRILLED TO RETAIN GUY WIRES. PLACEOUTSIDE OF PLANTING HOLE. DRIVE PLUMB REGARDLESS OF GROUND SLOPE.3. TREE STAKING IS REQUIRED FOR ALL DECIDUOUS TREES. USE 3 STAKES.4. TREE STAKING IS REQUIRED FOR ALL EVERGREEN TREES. USE 2 STAKES.4. REMOVE WITHIN 1 YEAR.STEEL POST, SEE CHART.PLAN VIEWNORTHDECIDUOUS TREEPLAN VIEWNORTHSTAKING ORIENTATION PLANEVERGREEN TREE STAKING ORIENTATION PLANPLACE STAKES 6" BEYOND TREE'S DRIPLINEE4CONIFEROUS TREE PLANTINGA4DECIDUOUS TREE PLANTINGC4TREE STAKING DETAIL1 1/2" RIVER ROCK MULCH AT 3"DEPTH OVER WEED BARRIER FORSHRUBS AND PERENNIALS ASSPECIFIED.DIG HOLE 2X ROOT BALL DIA.SCARIFY THE SIDES AND BOTTOMOF THE HOLE BEFORE PLACING THEPLANT IN THE PLANTING HOLE.BACKFILL WITH MODIFIED PLANTINGSOIL AND ADD ANY SOILAMENDMENTS OR FERTILIZERS ASSPECIFIED.SPACE PLANTINGSACCORDING TO PLANSIF PLANT IS SHIPPED WITH ACONTAINER AROUND THE ROOTBALL,SLICE SIDES OF CONTAINER ANDREMOVE COMPLETELY. USE FINGERSOR SMALL HAND TOOLS TO PULLROOTS OUT OF THE OUTER LAYER OFPOTTING SOIL, THEN CUT OR PULLAPART ANY CIRCLING ROOTS.REMOVE ALL ROPE, TWINE ANDBURLAP FROM ROOT BALL OF B&BSHRUBSFOR SHRUBS ONLY: SET ROOTFLARE 2" ABOVE GRADE.PLANTING SOIL AS SPECIFIEDA3PERENNIAL AND SHRUB PLANTING BEDCOMPACTEDSUBGRADENON-WOVENGEOTEXTILESEPARATORFABRICFACE OF BUILDING OREDGE OF SIDEWALKPER PLAN1 1/2" RIVER ROCK MULCH,3" TYPICAL DEPTHPAVER EDGER WHEREROCK MULCH IS NOTBORDERED BY BUILDINGOR SIDEWALKC3RIVER ROCK AREA
1100' -0"FIRST FLOOR100' -0"FIRST FLOOR111' -0"SECOND FLOOR111' -0"SECOND FLOOR6EA3006EA3001.11.41.622.42.633.43.644.24.5100A108C108B108AW2A01A04A02A07A03A06A06A05A02A10A10A10A10A10A10A09A09A092DA500TYP.108JA11A17A17A17A08A08A08A08A08A0826'-9"24'-2 1/4"A08A081100' -0"FIRST FLOOR100' -0"FIRST FLOOR111' -0"SECOND FLOOR111' -0"SECOND FLOOR6EA3001.11.41.622.42.633.43.644.24.5108E108DW4STONE HEIGHT4'-0"A05A04A02A01A03A03A01A02A04A0512'-0"4'-0"12'-0"4'-0"12'-0"4EA500TYP.6CA500TYP.6EA500TYP.A11108FA10A10A10A17A10A17A10A09A10A17A10A09A09A09A08A08A08A0824'-2 1/4"26'-9"A08100' -0"FIRST FLOORE111' -0"SECOND FLOORA6A300DC.3CB.2BAC.2W3W3W3W3A03A02A01A04A05A02STONE HEIGHT4'-0"A08A08A.84DA500TYP.B.126'-9"A10A1025'-1 1/8"100' -0"FIRST FLOORE111' -0"SECOND FLOORA6A300DC.3CB.2BAC.2108HW1W1108G107AA03A02A01A04A06A02A05A03A02A01A05STONE HEIGHT4'-0"A08A08A.8B.126'-9"A1024'-11 1/8"A08100' -0"FIRST FLOOR100' -0"FIRST FLOORE111' -0"SECOND FLOOR111' -0"SECOND FLOORDA02A01A10A03A05107A100' -0"FIRST FLOOR100' -0"FIRST FLOOR111' -0"SECOND FLOOR111' -0"SECOND FLOORAA05A016543BADE1FCG2PRELIMINARY-NOT FOR CONSTRUCTIONIowa | Illinois | Indiana | Nebraska DRAWN:APPROVED:ISSUED FOR:DATE:FIELD BOOK:PROJECT NO:H654312Printed: Enter Office Number in Global ParametersPhone | www.shive-hattery.comBADEFCGHAutodesk Revit 2020LOF XPRESS -WAUKEEWAUKEE, IA 50263A200EXTERIORELEVATIONSPROGRESS REVIEW SET-4203380MHARMS/TDS01/22/20211/4" = 1'-0"2CWEST ELEVATION01/4" = 1'-0"4CEAST ELEVATION6'01/4" = 1'-0"6ENORTH ELEVATION6'01/4" = 1'-0"A6SOUTH ELEVATION6'KEYNOTE LEGENDKey ValueKeynote TextA01CENTRIA METAL PANEL - COLOR 1A02CENTRIA METAL TRIM - COLOR 2A03CAST STONE VENEERA04EIFSA05ASPHALT SHINGLESA06COMPOSITE FENCE MATERIALA07STEEL MANUFACTURED CANOPYA08SIGNAGEA09DOWNSPOUTA10BOLLARDA11DECORATIVE TIMBERA17FULL VIEW POLYCARBONATE COILING DOOR01/4" = 1'-0"A4SOUTH ELEVATION6'01/4" = 1'-0"A2SOUTH ELEVATION6'
A2A103B2
A103C2A103E2
A103
B4
A103 8'-1 1/2"8'-1 1/2"15'-8"17'-0"17'-0"
8'-2 3/4" 8'-3"
TYP
A10A10
A10A10
A10A108'-0"A15
A01
A02
A03
A15
A16
B4
A103
Sim
A02
A01
A03
A16
A03
A01
A02
A15 A16
B6A1031'-0"22'-0"1'-0"1'-0" 11'-0"11'-0"11'-0" 1'-0"35'-0"G5
A103
24'-0"
SERVICE CANOPY
110
G6
A103
2'-0"2'-0"D5
A103
110C3'-4" 2"
B5
A103
TYP.
OFCI EQUIP;
COORDINATE W/ OWNER
A103
G3
C1
C2
C3
C4
CA CB
A03
A01
A05
A02
13'-10"18'-11 1/2"A13
A27
C1 C2 C3 C4
A13
E4
A103
TYP.
G3
A103 18'-11 1/2"A03
A13
A01
A02
A05
4 "/1 2 "12'-0"12'-0"
A08
110CCA CB
A39
A13
4'-0"4 "/1 2 "
A03
A13
A05
4'-0"18'-11 1/2"12'-0"
A08
A02
G3
A103
CACB
A39
A103
D5
Sim
G3
A103
CA CB
METAL TRIM
STONE VENEER
CENTRIA METAL PANEL
A500
B6
SIM
A500
C3
Sim
CB
2"VERTICAL POSTS, SEE
STRUCTURAL DWGS
STEEL GUARD RAIL
CENTRIA METAL PANELS
1/2" SHEATHING
METAL CAP
2x6 CLADDED CENTRIA METAL TRIM
BRICK VENEER
FLASHING
METAL SIDING CLIPS
DIRECTLY ON 2x4S (24" O.C.)
2x4 WOOD STUD FRAMING
2x4 WOOD STUD FRAMING
3.5"x2" HORIZONTAL
STEEL FRAMING
METAL TRIM
A500
B6
SIM
SLOPE PAVEMENT
TOWARDS DOORS
PAVEMENT
EXTERIOR PAINT SCHEDULE
TRIM WARMSTONE/ SW 7032FLAT
COLOR/NAMESTYLEMANUFACTURER
SHERWIN-WILLIAMS
BODY AMAZING GRAY/ SW 7044FLATSHERWIN-WILLIAMS
SIGNAGE BAND EXTRA WHITE/ SW 7006GLOSSSHERWIN-WILLIAMS
CANOPY DARK BRONZE/ SWBRZ4SOLO SATIN ULTRA
18 GA BREAK METAL WITH 1/2"
VERTICAL GROOVES
FINISH FLOOR
ELEVATION
STEEL COLUMN, SEE STRUCTURAL
STONE VENEER
EXTERIOR SHEATHING
METAL FLASHING
BLOCKING
2" 4'-0"4'-0"TREATED 2X SILL PLATE
ICE AND WATER SHIELD
STEEL COLUMN, SEE
STRUCTURAL
EXTERIOR SHEATHING
FLUID-APPLIED AIR BARRIER
METAL FLASHING
2X STUD WALL
PREFINISHED MTL FLASHING BY
MTL PNL MFR
MTL PANEL SYSTEM
FLUID-APPLIED AIR BARRIER
2x6 STUD WALL
R-21 BATT INSULATION
SUBGIRT BY MTL PANEL
MANUFACTURER
MTL PANEL CLIP BY MANUFACTURER
SELF ADHERING FLASHING TAPE
EXTERIOR SHEATING
2-3/4" TREATED PLYWOOD
BACKING
CUSTOM METAL FLASHING
OVER TREATED PLYWOOD
18 GA BREAK METAL WITH
3 E.Q. 1/2" WIDE VERTICAL
GROOVES
2X BLOCKING
STEEL COLUMN, SEE STRUCTURAL
OUTSIDE
INSIDE
OUTLINE OF STONE BELOW
EXTERIOR SHEATING
C2
CB
FLUID-APPLIED AIR BARRIER
2x6 STUD WALL
R-21 BATT INSULATION
EXTERIOR SHEATING
2X BLOCKING
2'-0"2'-0"1'-0"OUTSIDEINSIDE6
5
4
3
BA D E
1
FC G
2
PRELIMINARY-NOT FOR CONSTRUCTIONIowa | Illinois | Indiana | Nebraska DRAWN:APPROVED:ISSUED FOR:DATE:FIELD BOOK:PROJECT NO:H
6
5
4
3
1
2
Printed: Enter Office Number in Global ParametersPhone | www.shive-hattery.comBA D E FC G H
Autodesk Revit 2020 LOF XPRESS -WAUKEE250 SE ALICE'S ROAD, WAUKEE, IA 50263A103TRASHENCLOSURE ANDCANOPYCD - QC REVIEW-4203380MHATDS/RMS02/22/20210
TRUE NORTH
NORTH
PLAN
1/4" = 1'-0"A4 TRASH ENCLOSURE
6'
01/4" = 1'-0"A2 NORTH - TRASH ENCLOSURE
6'01/4" = 1'-0"B2 EAST - TRASH ENCLOSURE
6'01/4" = 1'-0"C2 SOUTH - TRASH ENCLOSURE
6'01/4" = 1'-0"E2 WEST - TRASH ENCLOSURE
6'
0
TRUE NORTH
NORTH
PLAN
1/4" = 1'-0"A6 CANOPY
6'01/4" = 1'-0"B6 SOUTH - CANOPY
6'01/4" = 1'-0"E6 EAST - CANOPY
6'
KEYNOTE LEGEND
Key Value Keynote Text
A01 CENTRIA METAL PANEL - COLOR 1
A02 CENTRIA METAL TRIM - COLOR 2
A03 CAST STONE VENEER
A05 ASPHALT SHINGLES
A08 SIGNAGE
A10 BOLLARD
A13 SHEET METAL ENCLOSURE, SEE DETAILS
A15 METAL PANEL GATE DOORS
A16 METAL COPING CAP
A27 DECORATIVE PANEL BY OWNER
A39 VINYL ROLL UP DOOR WITH CLEAR FULL VISION
PANELS
1/4" = 1'-0"G6 WEST - CANOPY
1/4" = 1'-0"G5 CANOPY SECTION
1/2" = 1'-0"D5 CANOPY WALL SECTION
3/4" = 1'-0"B4 TRASH ENCLOSURE WALL SECTION
01/2" = 1'-0"B5 COLUMN AT CANOPY - SECTION
3'
03" = 1'-0"E4 COLUMN ENCLOSURE AT METAL PANEL, PLAN VIEW
6"
03" = 1'-0"G3 COLUMN ENCLOSURE AT STONE BASE, PLAN VIEW
6"