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Home My WebLink About2020-04-06-J08 Hy-Vee Fast Fresh - Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: April 6, 2020 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Hy-Vee Fast & Fresh FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: Hy-Vee, Inc., requests approval of a site plan to allow for the construction of a 6,700 square feet, single-story, convenience store with coffee shop and drive-thru. A fuel canopy and fuel pumps are located at the north side of the site. Access to the site is provided off of SE Esker Ridge Drive. 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 and the Kettlestone Design Guidelines. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this project at the March 24, 2020 Commission Meeting and recommended approval subject to remaining staff comments: Approval of a Site Plan for Hy-Vee Fast & Fresh (2855 Grand Prairie Parkway) Senior Planner, Melissa DeBoer, introduced the request made by the applicant, Hy-Vee, LLC, for approval of a site plan for a convenience store. The subject property is located east of Grand Prairie Parkway and south of SE Esker Ridge Drive, containing approximately 2.06 acres. Mrs. DeBoer advised that the project involves the construction of a single-story Hy-Vee Fast and Fresh store proposed to be 6,700 square feet in area, as well as a Smokey Row coffee drive-thru, fuel canopy, and fuel pumps. A monument sign is proposed at the northwest corner of the site, and storage tanks will be located underground on the northeast side of the property. A trash enclosure is identified on the east side of the building. Mrs. DeBoer explained that the main access point will be off of SE Esker Ridge Drive. All utilities will be extended off of Grand Prairie Parkway, and Stormwater for the site will be managed in a regional detention basin to the south of the subject site. All parking, open space, landscaping and lighting plans meet the requirements of the site plan ordinance and the Kettlestone Design Guidelines. At this time staff recommends approval of the site plan for Hy-Vee Fast & Fresh subject to remaining staff comments. J8 Commissioner Ward moved to approve the site plan for Hy-Vee Fast & Fresh subject to remaining staff comments. Commissioner Streit seconded the motion. Ayes: Conley, Broderick, Ward, Streit, Hoifeldt, Koshy, and Inman. Nays: None. Motion Carries. STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan. RECOMMENDATION: Approve the resolution. 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 2020- APPROVING THE SITE PLAN FOR HY-VEE FAST & FRESH (2855 GRAND PRAIRIE PARKWAY) 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 Hy-Vee Fast & Fresh, subject to remaining staff comments on March 24, 2020; AND, WHEREAS, the Site Plan for Hy-Vee Fast & Fresh is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Hy-Vee Fast & Fresh 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 6th day of April, 2020 that the Site Plan for Hy-Vee Fast & Fresh is approved. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Anna Bergman R. Charles Bottenberg Chris Crone Larry R. Lyon Ben Sinclair STAFF REPORT PROJECT: Hy-Vee Fast & Fresh – Site Plan PREPARED BY: Melissa DeBoer, AICP – Senior Planner REPORT DATE: March 17, 2020 MEETING DATE: March 24, 2020 GENERAL INFORMATION Owner/Applicant: Hy-Vee, Inc. Request: The applicant is requesting approval of a site plan for a convenience store / gas station. Location and Size: Property is generally located east of Grand Prairie Parkway and south of SE Esker Ridge Drive and contains approximately 2.06 acres. Property Address: 2855 Grand Prairie Parkway AREA MAP ABOVE: Aerial of Property identifying the proposed plat (outlined in BLUE). March 17, 2020 2 of 3 LAND USES AND ZONING: Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant – Undeveloped Kettlestone Retail Community K-RC (Kettlestone Retail Community District) North Office (Holmes Murphy) Kettlestone Office K-OF (Kettlestone Office District) South Sleep Inn – Under Construction Kettlestone Retail Community K-RC (Kettlestone Retail Community District) East Vacant – Undeveloped Kettlestone Retail Community K-RC (Kettlestone Retail Community District) West Vacant – Undeveloped Kettlestone Retail Community K-RC (Kettlestone Retail Community District) HISTORY The City Council approved a site plan for Hy-Vee Fast & Fresh at this location in January 2018. Since then, Hy- Vee has decided to revise their plans for the site, including proposing a smaller building size and adding a drive- thru for the coffee shop. PROJECT DESCRIPTION The project involves the construction of a single-story, Hy-Vee convenience store that is proposed to be 6,700 square feet in area along with a Smokey Row coffee drive-thru, fuel canopy and fuel pumps. A monument sign is planned at the northwest corner of the site. The fuel storage tanks will be located underground on the northeast side of the property. A trash enclosure is located on the east side of the building. ACCESS AND PARKING There will be one main access point to this site off of SE Esker Ridge Drive. This access is a private drive and includes an ingress/egress easement to allow for access to the surrounding properties as they develop. The private drive includes two access points into the subject site. The driveway located on the south is a shared access drive with the Sleep Inn site to the south. The proposed use requires 53 parking spaces per the Kettlestone parking requirements (15/1,000 sq ft for coffee shop and 1/250 sq ft for C-store) and the site plan identifies a total of 54 parking spaces being provided. Three bike racks have been provided at the northeast corner of the site, in order to meet the Kettlestone bicycle parking requirements. SIDEWALKS/TRAILS A five foot wide sidewalk will be constructed on the north side of the site along SE Esker Ridge Drive and along the private drive on the east. An existing 10-foot wide trail fronting the subject property on the west runs along Grand Prairie Parkway. The applicant has provided a pedestrian connection into the site from the sidewalk along the north side of the site. March 17, 2020 3 of 3 UTILITIES All utilities will be provided to this site. The sanitary connection will be provided from the existing sanitary that runs along the east side of Grand Prairie Parkway. A grease interceptor is shown just to the west of the building. Water service will be provided from the water main located on the east side of the site. Storm water will be collected in the detention basin located to the south of the subject site, on the Sleep Inn property. LANDSCAPING & OPEN SPACE A minimum of 10% of the project area is required to be open space and the applicant is providing 34% open space. The landscape plan identifies the required landscaping for the site. In addition to the typical landscaping requirements, street trees are required along SE Esker Ridge Drive. The plan set identifies the required street tree plantings along SE Esker Ridge Drive. The applicant has met the required number of plantings for the site per the Kettlestone Design Guidelines. ELEVATIONS The elevations are proposed to be constructed primarily of brick, limestone, horizontal cladding, storefront system, and an aluminum canopy system. The trash enclosure will be proposed of the brick to match the building and the gate will consist of metal doors. The fuel canopy elevations consist of aluminum panels and the fuel canopy columns include the brick to match the building. MISCELLANEOUS: The applicant has submitted a photometric plan and associated light fixture cut sheets. The lighting plan meets the lighting requirements of the Site Plan Ordinance and the Kettlestone Design Guidelines. STAFF RECOMMENDATION The site plan is in general conformance with the Site Plan Ordinance and Comprehensive Plan. Staff recommends approval of the site plan for Hy-Vee Fast & Fresh subject to remaining staff comments. WAUKEE FAST AND FRESH: CITY SUBMITTAL ASI #3: 03.10.2020 SITE PLAN AND CONSTRUCTION DOCUMENT PACKAGE PLANS ISSUEDWAUKEE FAST & FRESH 2855 GRAND PRAIRIE PARKWAYDEVELOPER/APPLICANTHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA515-267-2800ATTN: JEFF STEINCIVIL ENGINEERHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA515-267-2800ATTN: JEFF STEINSITE SURVEYCOOPER CRAWFORD ANDASSOCIATES, L.L.C.475 SOUTH 50TH STREETSUITE 800WEST DES MOINES, IA515-224-1344REGULATORY AGENCIESCITY ADMINISTRATORTIM MOERMAN515-978-7900CITY ENGINEERINGRUDY KOESTER515-978-7920PUBLIC WORKSTIM ROYER515-978-7920FIRE CHIEFCLINT ROBINSON515-978-7998POLICE CHIEFJOHN QUINN515-978-7979UTILITY CONTACTSSTATE ONE CALL800-292-8989GASCITY OF WAUKEE515-978-7920ELECTRICMIDAMERICAN ENERGY888-427-5632TELEPHONECENTURYLINK800-244-1111CABLECENTURYLINK800-244-1111WATERCITY OF WAUKEE515-978-7920SITE LOCATION MAPNOT TO SCALEEMPLOYEE OWNED FOOD STORESSHEET INDEXC0.0 COVER SHEETC1.0 EXISTING CONDITIONS/ DEMOLITION PLAN C2.0 SITE PLANC2.1 FRONT ENTRY PLAN/DIMENSION PLANC2.2 DEVELOPMENT PLANC3.0 GRADING PLANC3.1 SIDEWALK GRADING PLANC3.2 EROSION CONTROL PLANC4.0 UTILITY PLANC4.1 PHOTOMETRIC PLANC5.0 PLANTING/IRRIGATION NOTES AND SPECIFICATIONSC5.1 PLANTING PLANC6.0 CONSTRUCTION DETAILSC6.1 CONSTRUCTION DETAILSC6.2 CONSTRUCTION DETAILSC6.3 CONSTRUCTION DETAILSC6.4 CONSTRUCTION DETAILSC6.5 CONSTRUCTION DETAILSC0.0OWNERHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA515-267-2800REVDATEDESCRIPTION 12/20/2019CITY SUBMITTAL01/20/2020CITY SUBMITTAL 02/20/2020CITY SUBMITTAL ASI #2ASHWORTH ROADGRAND PRAIRIE PARKWAY PROJECT LOCATIONSE ESKER RIDGE DRIVESE WESTOWN PKWYSE TALLGRASS LANEREVDATEDESCRIPTION 03/10/2020CITY COMMENTS ASI #3H:\STORES\Waukee Fast & Fresh\Waukee Fast & Fresh Site Planning\Working Files\CAD Files\Design\200309 Waukee Fast and Fresh ASI #3.dwg, 3/9/2020 3:44:49 PM, _AutoCAD PDF (General Documentation).pc3,1:1 RELOCATE EXISTINGHYDRANT, SEE UTILITY PLANREMOVE AND LEGALLY DISPOSEOF EXISTING VEGETATIONREMOVE AND LEGALLY DISPOSEOF EXISTING FENCEREMOVE AND LEGALLY DISPOSEOF EXISTING VEGETATIONOWNER:HY-VEE INC.GRIND EXISTING CURB FOR TYPE 'A' DRIVECONNECTION PER SUDAS DETAIL 7030.101RIG H T - O F - W A YRIGHT-OF-WAYOUTLOT 'V'S.E. ESKER RIDGE DRIVEGRAND PRAIRIE PARKWAY 104110401039103810371 0 3 6 103710381034103310321 0 4 0 N84°11'11"E25.00'N84°11'11"E25.00'N84°11'11"E25.00'1 0 3 9 N84°11'11"E25.00'N84°11'11"E25.00'N84°11'11"E25.00'1035N89°40'14"W 355.01'1 0 3 9 1 0 4 0 1 0 3 8 103810371036N89°40'14"W 355.01'S69°37'15"E 179.63'N20°22'45"E15.00'S69°37'15"E 110.18'S20°39'22"W21.14'N89°40'14"W 355.01'TRTRTRCOTCSTCOSTCOCOCOCOSTTCTR1 0 3 5 104110411041 N84°11'11"E25.00'N84°11'11"E25.00'N84°11'11"E25.00'N84°11'11"E25.00'S69°37'15"E 179.63'R=1412.50L=435.89CH=434.16CH BR=N09°09'59"E S00°16'50"W 188.55'CC#510' P.U.E.LIMIT OFDISTURBANCELIMIT OFDISTURBANCE15' WATERMAINEASEMENT25' INGRESS / EGRESSEASEMENTREMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION WAUKEE FAST & FRESH 2855 GRAND PRAIRIE PARKWAYDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYC1.0EXISTINGCONDITIONS/DEMOLITIONPLAN60'40'020'GRAPHIC SCALEN O R T H H:\STORES\Waukee Fast & Fresh\Waukee Fast & Fresh Site Planning\Working Files\CAD Files\Design\200309 Waukee Fast and Fresh ASI #3.dwg, 3/9/2020 3:44:54 PM, _AutoCAD PDF (General Documentation).pc3,1:1 CONTRACTOR TO COORDINATE THEPLACEMENT AND CONNECTION OFPROPOSED AIR COMPRESSORGAS DISPENSERAND ISLAND, TYPGUARD POST ANDCANOPY COLUMN,TYPBIKE RACK BY DERO,SURFACE MOUNT - QTY 3,SEE DETAIL SHEETTYPE 4SS HC BOLLARDCENTERED IN PARKINGSTALL, TYPFRONT ENTRYSEE SHEET C2.1 FORDETAIL28'x164' GASCANOPY,16' CLEARANCE12'x12' MASONRY TRASHENCLOSURE,SEEARCHITECTURAL PLANS5' PCC SIDEWALK,SEE DETAIL6" PCCZERO CURBTRANSITIONCURB, TYPALL SAW CUTJOINTS TO BECAULKED, TYPCONTRACTIONJOINT, TYPSEE DETAIL FOR CANOPY PAVEMENT JOINTING PLANPAINT PAVEMENTSTRIPING, TYPPCC CURB ANDGUTTER, TYPPAINT PAVEMENTSTRIPING, TYPPCC CURB ANDGUTTER, TYPPCC CURB ANDGUTTER, TYP8.1/1,000PAINT DIRECTION ARROWMONUMENTSIGNAGE,SEE ARCHITECTURALSTRUCTURAL PLANSFOR DETAILS6" PCCPCC CURB ANDGUTTER, TYPTYPE 'A' DRIVEWAY PERSUDAS, SEE DETAIL7030.1016" PCCEDGE OF PROPOSED PAVINGPAINT PAVEMENTSTRIPING, TYPCONTRACTOR TO COORDINATETHE PLACEMENT ANDCONNECTION OF PROPOSEDTRANSFORMERHY-VEEFAST AND FRESH WITH COFFEE6,700 SFFFE = 1040.0054 STALLS6" PCC TYPE 4SSBOLLARD, TYP5' PCC SIDEWALK,SEE DETAIL5' PCC SIDEWALK 5' PCC SIDEWALK,SEE DETAILPAINT PAVEMENTMARKINGS, TYPPCC CURB ANDGUTTER, TYP6" PCC6" PCCUNDERGROUND FUELSTORAGE TANKS BY OTHERS6" PCC OVER FUEL TANKS5' PCC SIDEWALKSUPER CURBGREASEINTERCEPTORPCC SIDEWALK TYPE 4SSBOLLARD, TYPTYPE 6B BOLLARD,SEE ARCHITECTURAL PLANSFOR SPACINGPCC SIDEWALKTYPE TWO SIGN ASSEMBLY,SIGNAGE 'A',SEE SIGN KEY THIS PAGETYPE ONE SIGNASSEMBLY,SIGNAGE 'B',SEE SIGN KEY THISPAGEPCC SIDEWALKCOFFEECLEARANCE BARMENU BOARD, INSTALL PER MFGRSPECIFICATIONSEXISTINGMID AMERICANTRANSFORMERPAINT PAVEMENTSTRIPING, TYPPROPANEEXCHANGEICEMERCHANDISERZERO CURBTRANSITIONCURB, TYPTYPE 4SSBOLLARD, TYP6" PCCSOUTH STORM SEWER EASEMENTPAINT A 2'-0" WHITESTOP BARPAINT A 2'-0" WHITESTOP BARPAINT A 2'-0" WHITESTOP BARALL PEDESTRIANRAMPS SHALL BE6" PCC, TYPALL PEDESTRIANRAMPS SHALL BE6" PCC, TYPALL PEDESTRIANRAMPS SHALL BE6" PCC, TYPDRIVE THRU WINDOWTYPE TWO SIGN ASSEMBLY,SIGNAGE 'A' AND 'E',SEE SIGN KEY THIS PAGETYPE TWO SIGN ASSEMBLY,SIGNAGE 'A' AND 'E',SEE SIGN KEY THIS PAGEPCC SIDEWALK,SEE DETAILPAINTDIRECTION ARROWS.E. ESKER RIDGE DRIVEGRAND PRAIRIE PARKWAY N84°11'11"E25.00'N84°11'11"E25.00'N84°11'11"E25.00'N84°11'11"E25.00'N84°11'11"E25.00'N84°11'11"E25.00'N89°40'14"W 355.01'N89°40'14"W 355.01'S69°37'15"E 179.63'N20°22'45"E15.00'S69°37'15"E 110.18'S20°39'22"W21.14'N89°40'14"W 355.01'TRCOTCSTCOSTCOCOSTTRN84°11'11"E25.00'N84°11'11"E25.00'N84°11'11"E25.00'N84°11'11"E25.00'S69°37'15"E 179.63'R=1412.50L=435.89CH=434.16CH BR=N09°09'59"E S00°16'50"W 188.55'EX F.E.S.FL =1031.03CC#510' P.U.E.LIMIT OFDISTURBANCE15' WATERMAINEASEMENT25' INGRESS / EGRESSEASEMENTHANDICAPPEDPARKINGVEHICLE IDREQUIREDSIGN 'B'12"x18" BLACK ON YELLOWBACKGROUND12"x"18" WHITE ON BLUEBACKGROUNDA. 2 SIGNS ON SAME POST,'HANDICAP PARKING' UPPER AND 'FINE' LOWERB. 'RESERVED PARKING'SINGLE SIGNCONTRACTOR TO VERIFY SIGNGRAPHICS AND INSTALLATIONWITH STATE AND LOCAL CODESSIGNS MAY BE MOUNTED ONWALLS WHERE POSSIBLESIGN 'C'MUNICIPAL SIGNAGE:SIGN 'A'24"x24" WHITE LETTERS ON REDBACKGROUNDREMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION WAUKEE FAST & FRESH 2855 GRAND PRAIRIE PARKWAYDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYC2.0SITE PLAN1. PROTECT EXISTING STRUCTURES AND ADJACENT PROPERTY DURINGCONSTRUCTION.2. PROTECT EXISTING UTILITIES DURING CONSTRUCTION.3. THE LOCATIONS OF ALL UTILITIES INDICATED ON THE PLANS ARETAKEN FROM EXISTING RECORDS. THE EXACT LOCATION ANDELEVATION OF ALL UTILITIES MUST BE DETERMINED BY THECONTRACTOR. IT SHALL BE THE DUTY OF THE CONTRACTOR TOASCERTAIN WHETHER ANY ADDITIONAL UTILITIES OTHER THAN THOSESHOWN ON THE PLAN MAY BE PRESENT.4. ALL DIMENSIONS TO BACK-OF-CURB UNLESS NOTED OTHERWISE. ALLDIMENSIONS TO BE FIELD VERIFIED.5. CONTRACTOR TO VERIFY BUILDING DIMENSIONS WITHARCHITECTURAL PLANS.6. ALL SLOPES IN PAVEMENT SHALL BE UNIFORM TO AVOID PONDING.7. UNLESS DETAILED OR NOTED OTHERWISE, PROVIDE 1" PRE-MOLDEDEXPANSION JOINT MATERIAL WHERE CONCRETE IS POURED AGAINSTBUILDING. PROVIDE 1" EXPANSION MATERIAL WHERE CONCRETE ISPOURED AGAINST EXISTING CONCRETE. SET PRE-MOLDED MATERIALTIGHT AGAINST BUILDING AND/OR CONCRETE TO ELIMINATE VOIDS.8. FINISH GRADES SHOWN ARE TO TOP OF PAVING, SIDEWALKS, ORFINISH GRADE.9. STAGING LOCATION FOR CONSTRUCTION EQUIPMENT ANDMATERIALS TO BE COORDINATED WITH AND APPROVED BY THE OWNER.10. CITY OF WAUKEE SPECIFICATIONS AND SUDAS SPECIFICATIONS ALLAPPLY TO THESE PLANS.11. CHANGES TO THESE PLANS SHALL BE APPROVED BY THE CITY OFWAUKEE DEVELOPMENT SERVICES IN WRITING.12. THE CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES DURINGCONSTRUCTION THAT HAVE NOT BEEN GRANTED APPROVAL INWRITING BY THE CITY OF WAUKEE DEVELOPMENT SERVICES.13. FIRE DEPARTMENT ACCESS WITHIN 1OO FEET OF ALL PORTIONS OFTHE BUILDING IS REQUIRED AT THE TIME THE BUILDING BEGINSVERTICAL CONSTRUCTION.14. ALL PROPOSED PAVEMENT IS PRIVATE.60'40'020'GRAPHIC SCALEN O R T H PAINTING SPECIFICATIONS1. PAINT TRAFFIC DIRECTION ARROWS, PARKING STRIPES, ANDHANDICAP SYMBOLS "TRAFFIC YELLOW".2. PAINT SHALL BE LEAD FREE WATERBORNE TRAFFIC ANDHIGHWAY MARKING PAINT UC-3586 YELLOW AS MANUFACTURED BYDIAMOND VOGEL PAINTS OR EQUIVALENT.3. PROVIDE FOUNDRY GRADE SILICA SAND THAT MEETS A 50/60GRADED SAND WHEN TESTED ACCORDING TO ASTM C-136.4. BEFORE APPLICATION OF PAINT, PAINTING SURFACE MUST BEDRY AND FREE FROM DIRT, GREASE, OIL, OR OTHER MATERIALTHAT WOULD REDUCE THE BOND BETWEEN THE PAVEMENT ANDPAINT. CLEAN THE AREA TO BE PAINTED BY SWEEPING ORCOMPRESSED AIR.5. APPLY PAINT AT LOCATIONS, DIMENSIONS, AND SPACINGSHOWN ON THE PLANS.6. MIX PAINT IN ACCORDANCE WITH MANUFACTURER'SINSTRUCTIONS AND APPLY AT THE RATE OF 115 SF/GALLON. THEADDITION OF THINNER WILL NOT BE PERMITTED.7. APPLY SILICA SAND AT 4LBS/GALLON OF PAINT IMMEDIATELYAFTER THE APPLICATION OF PAINT. SILICA SAND SHALL ADHERETO THE CURED PAINT PRIOR TO FINAL ACCEPTANCE ANDPAYMENT.8. PROTECT ALL MARKINGS FROM DAMAGE UNTIL PAINT IS DRY.SIGN KEYNOT TO SCALELEGENDPROPERTY LINE6" PCC ON 6" AGGREGATEEASEMENT/SETBACK LINE4" PCC SIDEWALKCONSTRUCTION LIMITSTRAFFIC SIGNAGEBOLLARDLIGHT FIXTURESITE PLAN NOTES1. SIDEWALKS: INSTALL WHERE INDICATED ON PLANS. ALL NEWSIDEWALK SLABS SHALL BE A MINIMUM OF 4 INCHES THICK.CONCRETE TO HAVE A COMPRESSIVE STRENGTH OF 4000 PSI AT 28DAYS WITH 5 PERCENT AIR ENTRAINMENT AND LIMESTONEAGGREGATE-3/4" MAXIMUM SIZE. MAXIMUM SUBSTITUTION OF FLYASH IS 15%. FLY ASH SHALL CONFORM TO ASTM C618 CLASS C.PROVIDE CONTROL JOINTS AT 6'-0" O/C MAXIMUM UNLESSOTHERWISE NOTED.2. ROADS, PARKING SURFACES, AND CURBS: INSTALL WHEREINDICATED ON PLANS. CONCRETE SHALL HAVE A MINIMUMCOMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS WITH 5 PERCENTAIR ENTRAINMENT AND LIMESTONE AGGREGATE 1-1/2 INCHMAXIMUM SIZE. MAXIMUM SUBSTITUTION OF FLY ASH IS 15%. FLYASH SHALL CONFORM TO ASTM C618 CLASS C. PROVIDE CONTROLJOINTS AT 12'-0" O/C (N & S) MAXIMUM UNLESS NOTED OTHERWISE.3. PERFORM CONCRETE WORK IN ACCORDANCE WITH ACI 301 ANDACI 318. CONFORM TO ACI 305 DURING HOT WEATHER AND ACI306.1 DURING COLD WEATHER.4. CONCRETE FINISH: MEDIUM BROOM5. BACKER ROD: DO NOT USE BACKER ROD6. CURING AGENT: RESIN BASED, MEMBRANE FORMING COMPOUNDCOMPLYING WITH ASTM C309, TYPE 17. SIDEWALK JOINT SEALANT: SELF-LEVELING POLYURETHANE GUNGRADE SEALANT. COLOR: GRAY.8.ROADS, PARKING, AND CURB JOINT SEALANT: HOT POURED JOINTSEALANT COMPOSED OF PETROPOLYMERS MEETINGREQUIREMENTS OF ASTM D 3405. FILL JOINTS FULL.9. CONCRETE TESTING: CORE COMPRESSIVE AND DEPTH TESTINGAT 10 RANDOM LOCATIONS CHOSEN BY OWNER REPRESENTATIVEAT COMPLETION OF EXTERIOR CONCRETE WORK. TESTING SHALLBE DONE FOR COMPLIANCE WITH ACI 318 AND IN ACCORDANCEWITH ASTM C24/C42M.10. SEE ARCHITECTURAL PLANS FOR BOLLARD LOCATIONS.BOLLARD LOCATIONS MUST BE COORDINATED WITH ANDAPPROVED BY THE HY-VEE SITE WORK REPRESENTATIVE PRIOR TOBEGINNING WORK.11. SEE STRUCTURAL PLANS AND SOILS REPORT FOR ANY SPECIALEXCAVATION AND FILL REQUIREMENTS.12. CONTRACTOR SHALL SUBMIT A JOINTING PLAN FOR REVIEWPRIOR TO FORMING PAVEMENTS.13. SENECA COMPANIES IS PROVIDING DESIGN-BUILD (PLANS ANDSPECIFICATION) FOR UNDERGROUND STORAGE TANKS,DISPENSERS, DISTRIBUTION LINES FROM TANKS TO DISPENSERSAND CANOPY. TANKS, DISPENSERS AND CANOPY ON THESE PLANSARE SHOWN FOR INFORMATION ONLY. SENECA WILL OBTAINNECESSARY PERMITS FOR RELATED ITEMS AND WILL PROVIDEINSTALLATION FOR THE SAME.PARKING REQUIREMENTSBUILDING AREA: 6,700 SFC-STORE AREA: 4,300 SFCOFFEE AREA: 2,400 SFPARKING REQUIRED:15/1000 FOR COFFEE SHOP = 361/250 FOR C-STORE = 17REQUIRED SPACES = 53PROVIDED SPACES = 54BIKING REQUIRED SPACES: (3%) 26x0.03 = 1BIKING PROVIDED SPACES: 3ZONING AND LAND USEZONING: K-RC (KETTLESTONE RETAIL COMMUNITY)PROPOSED USE: CONVENIENCE STOREBUILDING SETBACKSFRONT YARD SETBACK: 0 FEETSIDE YARD SETBACK: 0 FEETREAR YARD SETBACK: 0 FEETLEGAL DESCRIPTIONOUTLOT 'V' OF THE SHOPS ATKETTLESTONE NORTH, PLAT 1IMPERVIOUS SURFACE CALCULATIONS:TOTAL AREA:85,203 SFIMPERVIOUS AREA:56,065 SFPERVIOUS AREA:29,138 SFREQUIRED OPEN SPACE: 8,520 SFPROVIDED OPEN SPACE: 29,138 SFH:\STORES\Waukee Fast & Fresh\Waukee Fast & Fresh Site Planning\Working Files\CAD Files\Design\200309 Waukee Fast and Fresh ASI #3.dwg, 3/9/2020 3:44:59 PM, _AutoCAD PDF (General Documentation).pc3,1:1 HY-VEE C-STORE FRONT ENTRY DIMENSION PLAN1/8"=1'-0"TYPTYPTYPTYPTYPTYPTYPTYP TYPTYPTYPTYPTYPBUILDING FACADETYPTYPTYPTYPVERIFY WITHARCHITECTURAL PLANSTYPTYPVERIFY WITHARCHITECTURAL PLANS TYPTYP TYPS.E. ESKER RIDGE DRIVEGRAND PRAIRIE PARKWAY N84°11'11"E25.00'N84°11'11"E25.00'N84°11'11"E25.00'N84°11'11"E25.00'N84°11'11"E25.00'N84°11'11"E25.00'N89°40'14"W 355.01'N89°40'14"W 355.01'S69°37'15"E 179.63'N20°22'45"E15.00'S69°37'15"E 110.18'S20°39'22"W21.14'N89°40'14"W 355.01'TRCOTCSTCOSTCOCOCOCOSTTRN84°11'11"E25.00'N84°11'11"E25.00'N84°11'11"E25.00'N84°11'11"E25.00'S69°37'15"E 179.63'R=1412.50L=435.89CH=434.16CH BR=N09°09'59"E S00°16'50"W 188.55'CC#510' P.U.E.15' WATERMAINEASEMENT25' INGRESS / EGRESSEASEMENTBUILDING FACADEEXPANSION JOINT, TYPFROST FREE STOOP,SEE STRUCTURAL PLANSNO COLORED CONCRETE ORSCORING ON STOOP, TYPEXPANSION JOINTCONTRACTION JOINT, TYPEXPANSION JOINT, TYPTRASH/ASH RECEPTACLEBY HY-VEE, TYPPAINT PAVEMENT SYMBOLS,SEE DETAILS SHEETLOADING ZONEPCC SIDEWALKSEE C-STORE FRONTENTRY DIMENSION PLANTYPE 4SS BOLLARD,TYPTYPE 4SS HC BOLLARD,TYPSAWCUT OR TOOLEDJOINT, TYPHY-VEE C-STORE FRONT ENTRY PLAN1/8"=1'-0"REMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION WAUKEE FAST & FRESH 2855 GRAND PRAIRIE PARKWAYDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYC2.1FRONT ENTRYPLAN/DIMENSIONPLAN60'40'020'GRAPHIC SCALEN O R T H H:\STORES\Waukee Fast & Fresh\Waukee Fast & Fresh Site Planning\Working Files\CAD Files\Design\200309 Waukee Fast and Fresh ASI #3.dwg, 3/9/2020 3:45:07 PM, _AutoCAD PDF (General Documentation).pc3,1:1 S.E. ESKER RIDGE DRIVES.E. PARKVIEW CROSSING DR.S.E. PARKVIEW CROSSING DR.S.E. PARKVIEW CROSSING DR.12ASHWORTH ROADASHWORTH ROADS.E. ESKER RIDGE DRIVEGRAN D P R A I R I E P A R K W A Y EX. 30.00' INGRESS / EGRESSEASEMENT BK. 2017 PG. 3256EX. 30.00' INGRESS / EGRESSEASEMENT BK. 2017 PG. 3256EX. 20.00'WATER MAINEASEMENT BK. 2017 PG. 3256GRAN D P R A I R I E PARK W A YTR TRTRTCTCTRULTIMATE STORMWATERLOCATION IS FOX CREEKSTORMWATER DETENTION EASEMENT.7710131381212EXISTING 10' TRAIL EXISTING 10' TRAIL 10' P.U.E.BLDG. S.F.=14,56215' WATERMAINEASEMENT25' INGRESS / EGRESSEASEMENTREMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION WAUKEE FAST & FRESH 2855 GRAND PRAIRIE PARKWAYDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYC2.2DEVELOPMENTPLANN O R T H 300'200'0100'GRAPHIC SCALEH:\STORES\Waukee Fast & Fresh\Waukee Fast & Fresh Site Planning\Working Files\CAD Files\Design\200309 Waukee Fast and Fresh ASI #3.dwg, 3/9/2020 3:45:14 PM, _AutoCAD PDF (General Documentation).pc3,1:1 HY-VEEFAST AND FRESH WITH COFFEE6,700 SFFFE = 1040.0054 STALLS1038RIM=1037.80RIM 1037.701033.70OVERFLOWELEVATION1038.3010391035INV.1031.09100 YEARPONDINGLIMITS1037.83100 YEARPONDING LIMITS1038.0010381037103610371036103510341 0 3 3 . 8 01034.131 0 3 6 . 9 0 1 0 3 3 . 8 3 1 0 3 3 . 5 0 1 0 3 3 . 1 7 1 0 3 3 . 4 7 1037.901039104110401041 1039.501040 103810381038103810371037.50 1 0 3 8 . 5 1 0 3 7 . 5 0 1 0 3 7 . 5 0 1038.40 103810341035RIM=1037.36RIM 1033.60RIM 1 0 3 6 . 8 0 103910381039 1039.30 1039.501039.801039.801039.80103910391039 TC=1038.70GU=1038.20T C = 1 0 3 9 . 5 0 G U = 1 0 3 9 . 0 0 1038103710391039103910391038 104010401041T C = 1 0 3 7 . 9 0 G U = 1 0 3 7 . 4 0 T C = 1 0 3 8 . 2 0 G U = 1 0 3 7 . 7 0 T C = 1 0 3 8 . 0 5 G U = 1 0 3 7 . 5 5 T C = 1 0 3 8 . 4 0 G U = 1 0 3 7 . 9 0 T C = 1 0 3 8 . 9 0 G U = 1 0 3 8 . 4 0 T C = 1 0 3 8 . 6 0 G U = 1 0 3 8 . 1 0TC=1038.70GU=1038.20TC=1038.40GU=1037.90TC=1039.40GU=1038.90TC = 1 0 3 9 . 5 0GU= 1 0 3 9 . 0 0RIM= 1 0 3 7 . 6 0 SEE ENLARGEDSIDEWALK PLAN,SHEET C3.11039.601039.551 0 3 9 . 3 0 1 0 3 9 . 5 0 1 0 3 9 . 4 0 TC = 1 0 3 9 . 0 0GU= 1 0 3 8 . 5 0 TC=1039.00GU=1038.50T C = 1 0 3 9 . 3 0 G U = 1 0 3 8 . 8 0 TC=1039.00GU=1038.50TC=1038.70GU=1038.201040.00TC=1039.80GU=1039.30TC=1039.40GU=1038.90TC=1038.90GU=1038.40TC=1039.60GU=1039.10TC=1039.90GU=1039.40TC=1 0 3 4 . 0 0 G U = 1 0 3 9 . 5 0TC=1039.80GU=1039.30 T C = 1 0 3 9 . 3 0 G U = 1 0 3 9 . 8 0 TC=1038.80GU=1038.30TC=1038.60GU=1038.10OVERFLOWELEVATION1038.10TC=1038.40GU=1037.90TC=1038.60GU=1038.10TC=1038.70GU=1038.20 1039RIM=1039.00TC=1039.90GU=1039.40TC=1039.50GU=1039.00TC=1039.30GU=1038.80TC=1039.90GU=1039.401039.801039.301039.80 1039.80 1 0 4 0 . 0 0 1039.701040.001035.101 0 3 5 . 2 0 1034.701034.801039 1039.50TC=1039.10GU=1038.60TC=1039.60GU=1039.10TC=1039.70GU=1039.20TC=1039.90GU=1039.40TC=1040.30GU=1039.801040.60 FGTC=1 0 3 9 . 7 0 G U = 1 0 3 9 . 2 0 TC=1039.50GU=1039.00TC=1039.30GU=1038.80 1 0 3 8 . 6 0 1038.101037.80TC=1038.30GU=1037.80OVERFLOWELEVATION1039.30100 YEARPONDINGLIMITS1039.095%5%1039.805%5% 1 0 3 9 . 3 0 2 . 5% 4%1037.002%1040.002.5%1038.20100 YEARPONDINGLIMITS1036.94OVERFLOWELEVATION1037.506%1040.001 0 3 9 . 6 0 1040.008%2.5%1040.001040.701039.50TC=1039.20GU=1038.70TC=1038.40GU=1037.901041.20S.E. ESKER RIDGE DRIVEGRAND PRAIRIE PARKWAY104110401039 103810371 0 3 6 1037 1038 1034103310321 0 4 0 N84°11'11"E25.00'N84°11'11"E25.00'N84°11'11"E25.00'1 0 3 9 N84°11'11"E25.00'N84°11'11"E25.00'N84°11'11"E25.00'1035N89°40'14"W 355.01'1 0 3 9 1040 1 0 3 8 103810371036N89°40'14"W 355.01'S69°37'15"E 179.63'N20°22'45"E15.00'S69°37'15"E 110.18'S20°39'22"W21.14'N89°40'14"W 355.01'TRCOTCSTCOSTCOCOCOCOSTTCTR1 0 3 5 10411041 N84°11'11"E25.00'N84°11'11"E25.00'N84°11'11"E25.00'N84°11'11"E25.00'S69°37'15"E 179.63'R=1412.50L=435.89CH=434.16CH BR=N09°09'59"E S00°16'50"W 188.55'CC#510' P.U.E.LIMIT OFDISTURBANCELIMIT OFDISTURBANCE15' WATERMAINEASEMENT25' INGRESS / EGRESSEASEMENT1.2%1.5%1.5%1.5%1039.80TC=GU=1039.70TC=GU=1039.751039.90 1039.90 TC=1039.90GU=1039.40 T C = 1 0 3 8 . 0 0 G U = 1 0 3 7 . 5 0 REMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION WAUKEE FAST & FRESH 2855 GRAND PRAIRIE PARKWAYDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYC3.0GRADINGPLANGRADING NOTES1. STRIP TOPSOIL (MIN.12") FROM ENTIRE SITE ANDSTOCKPILE IN AREA DESIGNATED BY OWNER. TOPSOILTO BE REUSED AS TOP DRESSINGS ON ALL UNSURFACEDAREAS UPON COMPLETION OF THE ROUGH GRADING.TOP DRESSING SHALL BE A MINIMUM UNIFORMTHICKNESS OF 8".2. PROVIDE AND MAINTAIN EROSION AND SEDIMENTCONTROL DEVICES WHERE SHOWN ON PLANS. DEVICESTO REMAIN IN PLACE UNTIL PAVEMENT AND INTAKES ARECONSTRUCTED AND UNTIL A LAWN IS ESTABLISHED.3. IN AREAS TO RECEIVE ADDITIONAL FILL OVER EXISTINGFILL MATERIALS, REMOVE TOP 12" OF MATERIAL ANDSCARIFY AND RECOMPACT THE NEXT 9" OF RESULTINGSUBGRADE. COMPACT TO 95% STANDARD PROCTORDENSITY. SUBSEQUENT FILL TO BE COMPACTED TO 95%STANDARD PROCTOR DENSITY TO WITHIN 1.0' OF FINALSUBGRADE. THE FINAL 1.0' OF FILL TO BE COMPACTED TO98% STANDARD PROCTOR.4. SCARIFY AND RECOMPACT THE TOP 9" OF SUBGRADEIN ALL CUT AREAS AFTER ROUGH GRADING ISCOMPLETED. COMPACT THE ENTIRE PAVING ANDBUILDING SUBGRADE TO 95% STANDARD PROCTORDENSITY TO WITHIN 1.0' OF FINAL SUBGRADE. THE FINAL1.0' OF FILL TO BE COMPACTED TO 98% STANDARDPROCTOR.5. PROVIDE MINIMUM OF 1.0' OF COMPACTEDNON-EXPANSIVE COHESIVE SOIL BENEATH ALLPAVEMENTS.6. ALL FILL AND BACKFILL MATERIALS SHALL BEAPPROVED BY THE SOILS ENGINEER. PLACE ALL FILLS INLIFTS OF NINE INCHES OR LESS LOOSE THICKNESS. ALLFILL SHALL BE PLACED BETWEEN 1% BELOW AND 4%ABOVE OPTIMUM MOISTURE CONTENT.7. FINISH CONTOURS SHOWN ARE TO TOP OF PAVEMENTOR TO TOP OF TOPSOIL. SEE BUILDING PLANS ANDCONSTRUCTION DETAILS FOR FINISHED SUBGRADEBELOW FINISHED FLOOR AND PAVEMENT SECTIONS.8. SCARIFY SUBGRADE TO DEPTH OF 3" WHERE TOPSOILIS SCHEDULED. SCARIFY IN AREAS WHERE EQUIPMENTUSED FOR HAULING AND SPREADING TOPSOIL HASCAUSED COMPACTED SUBSOIL.9. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATINGALL UTILITIES PRIOR TO CONSTRUCTION, BOTH PUBLICAND PRIVATE.10. SPOT ELEVATIONS ARE SHOWN AT TOP OF FINISHGRADE, ADD 6" TO ELEVATIONS IN PAVED AREAS TO FINDTOP OF CURB ELEVATIONS.60'40'020'GRAPHIC SCALEN O R T H H:\STORES\Waukee Fast & Fresh\Waukee Fast & Fresh Site Planning\Working Files\CAD Files\Design\200309 Waukee Fast and Fresh ASI #3.dwg, 3/9/2020 3:45:24 PM, _AutoCAD PDF (General Documentation).pc3,1:1 1034.20S W = 1 0 3 7 . 0 0 SW=1038.10 SW=1037.95SW=1038.00 SW=1038.30SW=1038.35SW=1038.40SW=1039.10SW=1038.50SW=1038.60SW=1038.70 SW=1039.30 SW=1039.30SW=1037.50SW=1037.50SW=1038.00 SW = 1 0 3 8 . 0 0 SW=1038.20SW=1038.10SW=1038.20 SW=1038.30SW = 1 0 3 6 . 9 5 S W = 1 0 3 7 . 2 0SW=1037.10SW=1039.15SW=1039.25SW=1038.65SW=1038.75TC=1038.20GU=1037.70TC=1038.00GU=1037.50T C = 1 0 3 8 . 5 0 G U = 1 0 3 8 . 0 0 SW=1035.20SW = 1 0 3 7 . 0 0SW=1036.90SW=1036.05SW=1035.95SW=1035.75SW=1035.85SW=1035.30SW=1035.10SW=1035.00SW=1035.10SW=1033.90SW= 1 0 3 3 . 5 0SW=1034.00SW=1033.57SW= 1 0 3 3 . 5 5 1034.061034.101034.001033.931 0 3 3 . 4 7 1033.401.5%1.7%SW=1039.50SW=1039.553.3%3.3%0%0%1.6%2.0%2.0%1.0%3.6%4.2%2.0%2.0%2.0%2.0%0%3.3%3.3%2.0%2.0%2.1%4.9%2.4%6.0%6.6%3.4%3.0%3.3%3 . 3%SW=1035.301034.13SW=1034.802.0%4.5 % 4.5 %2.0%1033.831033.171033.501033.802.0%2.0%4.3 % 4.0 %S.E. ESKER RIDGE DRIVESTCODISTURBANCE25' INGRESS / EGRESSEASEMENT2.0%2.0%2.0%2.0%2.0%1%1.5%1.5%SW=1038.35SW=1038.401.0%1.0%1.0%0.5%S W = 1 0 3 7 . 5 3 2.0%S W = 1 0 3 7 . 0 3 S W = 1 0 3 7 . 2 5 S W = 1 0 3 7 . 0 5 2.0%SW=1034.60SW=1034.902.0%2.0%1037.90 1037.80 1.0%1.0%1.5%SW=1040.00 1039.80 1039.701039.751039.901039.90 1039.801039.80 1039.301039.300.0%0.0%0.0%6.0%7.0%2.0%2.0%2.0%2.0%0.7%1039.403.0%3.0%1.5%1039.80 1.2%1.5%1039.151039.10 REMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION WAUKEE FAST & FRESH 2855 GRAND PRAIRIE PARKWAYDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYC3.1SIDEWALKGRADINGPLANN O R T H30'20'010'GRAPHIC SCALEENLARGED SIDEWALK PLAN1'=10'-0"H:\STORES\Waukee Fast & Fresh\Waukee Fast & Fresh Site Planning\Working Files\CAD Files\Design\200309 Waukee Fast and Fresh ASI #3.dwg, 3/9/2020 3:45:29 PM, _AutoCAD PDF (General Documentation).pc3,1:1 INSTALL SWPPPINFORMATION SIGNINLETPROTECTION, TYPTEMPORARYCONSTRUCTION ENTRANCEINSTALL 10 TONS OF SUDAS CLASS 'E'RIP RAP; 10' WIDE BY 20' LONG WITHFABRIC BELOW. RECYCLED CONCRETEIS NOT ALLOWEDINLETPROTECTION, TYPINLETPROTECTION, TYPSILT FENCE,LIMITS OF DISTURBANCESILT FENCE,LIMITS OF DISTURBANCESILT FENCE,LIMITS OF DISTURBANCESILT FENCE,LIMITS OF DISTURBANCECONCRETEWASHTOPSOIL PILEJOB TRAILERPORTABLE TOILETDUMPSTER FOR SOLIDWASTE REMOVALULTIMATE DISCHARGE POINT IS FOXCREEKHY-VEEFAST AND FRESH WITH COFFEE6,700 SFFFE = 1040.0054 STALLSINLETPROTECTION, TYPINLETPROTECTION, TYPINLETPROTECTION, TYPINLETPROTECTION, TYPINLETPROTECTION, TYPXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXUPON COMPLETION OFCONSTRUCTION, SEED AREAEAST OF ROADWAY WITHSUDAS TYPE 2 SEED MIXTURES.E. ESKER RIDGE DRIVEGRAND PRAIRIE PARKWAY N84°11'11"E25.00'N84°11'11"E25.00'N84°11'11"E25.00'N84°11'11"E25.00'N84°11'11"E25.00'N84°11'11"E25.00'N89°40'14"W 355.01'N89°40'14"W 355.01'S69°37'15"E 179.63'N20°22'45"E15.00'S69°37'15"E 110.18'S20°39'22"W21.14'N89°40'14"W 355.01'TRCOTCSTCOSTCOCOCOCOSTTCTRN84°11'11"E25.00'N84°11'11"E25.00'N84°11'11"E25.00'N84°11'11"E25.00'S69°37'15"E 179.63'R=1412.50L=435.89CH=434.16CH BR=N09°09'59"E S00°16'50"W 188.55'CC#510' P.U.E.15' WATERMAINEASEMENT25' INGRESS / EGRESSEASEMENTREMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION WAUKEE FAST & FRESH 2855 GRAND PRAIRIE PARKWAYDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYC3.2EROSIONCONTROLPLANEROSION CONTROL NOTES1. THIS EROSION CONTROL PLAN IS PART OF A STORM WATERPOLLUTION PREVENTION PLAN (SWPPP) THAT HAS BEEN ISSUED WITHTHE CONSTRUCTION DOCUMENTS. A SWPPP IS REQUIRED AS PART OFTHE GENERAL NPDES PERMIT. THE PERMIT IS INCLUDED IN THE SWPPP.A SWPPP IS A LIVING DOCUMENT THAT NEEDS TO BE UPDATED ON AREGULAR BASIS TO MONITOR THE INSTALLATION AND MAINTENANCE OFEROSION CONTROL MEASURES IMPLEMENTED ON THE SITE FOR THEDURATION OF THE PROJECT.2. DISTURB THE LEAST AREA POSSIBLE TO COMPLETE THE SCOPE OFTHE PROJECT.3. ALL SEDIMENT AND EROSION CONTROL PRACTICES WILL BEINSPECTED AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS BYRESPONSIBLE PERSONNEL. ANY NECESSARY REPAIRS OR CLEANUP TOMAINTAIN THE EFFECTIVENESS OF THE BEST MANAGEMENT PRACTICESSHALL BE MADE IMMEDIATELY.4. INSPECTIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR.INSERT COPIES OF THE INSPECTION FORMS INTO THE ONSITE SWPPPAND SEND A COPY TO HY-VEE.5. PER IOWA NPDES GENERAL PERMIT #2, PART III.C.3, "STABILIZATIONOF DISTURBED AREAS MUST, AT A MINIMUM, BE INITIATED IMMEDIATELYWHENEVER ANY CLEARING, GRADING, EXCAVATION OR OTHER EARTHDISTURBING ACTIVITIES HAVE PERMANENTLY CEASED ON ANY PORTIONOF THE SITE OR TEMPORARILY CEASED ON ANY PORTION OF THE SITEAND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDARDAYS..."6. SEEDING FOR TEMPORARY SOIL STABILIZATION SHALL BE WITH OATS- 2 TO 3 BUSHELS PER ACRE - AND MULCH.7. GENERAL CONTRACTOR SHALL IMPLEMENT ALL POLLUTION PLANACTIVITY WITH THE ASSISTANCE OF THE UTILITY SUBCONTRACTORS,BUILDING CONTRACTORS AND SUPPLIERS.8. APPLY FREQUENT LIGHT WATERING TO GROUND SURFACE ASREQUIRED TO CONTROL DUST.9. UPON COMPLETION OF CONSTRUCTION, SOD ALL DISTURBED AREASPER PROJECT SPECIFICATIONS.10. MAINTENANCE OF ALL TEMPORARY AND PERMANENT EROSIONCONTROL MEASURES IS THE RESPONSIBILITY OF THE CONTRACTORAND/OR SUBCONTRACTORS. CLEANING OF CONTROL DEVICES SHALLBEGIN WHEN THEY HAVE LOST 50% OF THEIR CAPACITY.11. LOCATION OF SOLID WASTE CONTAINER AND PORTABLE RESTROOMTO BE SPECIFIED BY CONTRACTOR AND UPDATED IN SWPPP.12. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECTPAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THETRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVEDSURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROADSURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OFEACH DAY AND PRIOR TO A RAIN EVENT. SEDIMENT SHALL BE REMOVEDFROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TOA SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BEALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.13. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURESSHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATIONOR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED,UNLESS OTHERWISE AUTHORIZED BY THE IMPLEMENTING AGENCY.TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTINGFROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BEPERMANENTLY STABILIZED TO PREVENT FURTHER EROSION ANDSEDIMENT.14. LIMIT DUST GENERATION BY CLEARING ONLY THOSE AREAS WHEREIMMEDIATE ACTIVITY WILL TAKE PLACE, LEAVING THE REMAININGAREA(S) IN THE ORIGINAL CONDITION, IF STABLE. MAINTAIN THEORIGINAL GROUND COVER AS LONG AS PRACTICAL. VEGETATE ORMULCH AREAS WITH EXPOSED SOILS THAT WILL NOT RECEIVE VEHICLETRAFFIC. IN AREAS WHERE PLANTING, MULCHING OR PAVING ISIMPRACTICAL, APPLY GRAVEL OR LANDSCAPING ROCK. ADD SURFACEGRAVEL TO REDUCE THE SOURCE OF DUST EMISSION. LIMIT THEAMOUNT OF FINE PARTICLES (THOSE SMALLER THAN 0.075MM) TO 10 TO20 PERCENT. SPRINKLE THE SITE WITH WATER UNTIL SURFACE IS WET.REPEAT AS NEEDED TO PREVENT CARRYOUT OF MUD ONTO STREET.USE VACUUM STREET SWEEPERS TO SWEEP UP ANY TRACKEDSEDIMENT. REMOVE MUD AND OTHER DIRT PROMPTLY SO IT DOES NOTDRY AND THEN TURN INTO DUST. LIMIT DUST CAUSING WORK ONWINDY DAYS.15. SAWCUTTING AND GRINDING SLURRY SHALL NOT BE ALLOWED TOENTER THE STORM SEWER SYSTEM. SLURRY SHALL BE COLLECTEDAND DISPOSED OF PROPERLY.OWNERHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA, 50266AREA TO BE DISTURBED: 2.97 ACRES60'40'020'GRAPHIC SCALEN O R T H EROSION CONTROL QUANTITIESCONSTRUCTION ENTRANCE1SILT FENCE1,400'CONCRETE WASH1TEMPORARY SEEDING(ESTIMATED)0.5/ACRERIP RAP (CLASS 'E')10 TONSSOD29,138 SFPERMANENT SEED20,709 SFH:\STORES\Waukee Fast & Fresh\Waukee Fast & Fresh Site Planning\Working Files\CAD Files\Design\200309 Waukee Fast and Fresh ASI #3.dwg, 3/9/2020 3:45:39 PM, _AutoCAD PDF (General Documentation).pc3,1:1 4" DRAIN TILE@ 1.0% MIN144' - 12" ØHDPE @ 0.70%CLEAN OUTINV. = 1034.50PROPOSED 6"WATER SERVICEPROPOSED INTAKE #1RIM = 1037.70IE INV. OUT (S) = 1034.06COORDINATE ELECTRICALCONNECTION WITH PROVIDER,PROPOSED 2-4" ELECTRICALCONDUITS1-2" AND 1-4" CONDUIT,FOR PHONE ANDDATA SERVICESPROPOSED INTAKE #2RIM=1037.50IE INV. IN (N) =1033.45IE INV. OUT (E) = 1033.32PROPOSED 4'Ø SANITARYSEWER MANHOLERIM = 1041.00INV. (S) = 1029.74INV. (NW) = 1030.03100' - 15"Ø HDPESTORM SEWER@ 0.60%192' - 6"ØSANITARY SEWER@ 2.0%CONNECT SUBDRAIN TOSTORM SEWER;WITHPREFAB WYECLEAN OUTINV. = 1033.4962' - 12"ØHDPE @ 0.70%PROPOSED 3,000GALLON GREASEINTERCEPTORBY MEPINV.IN (E) = 1034.20INW.OUT(N) = 1034.00CLEAN OUTINV. = 1036.00CC #1CONNECT TO 8" SERVICESTUB @ 1027.71 BYOTHERS4" GREASEINV.=1035.006" SANITARYINV.=1035.00150 FEET HYDRANTCOVERAGE AREA, TYPSEE ENLARGED WATERCONNECTIONFIRE SPRINKLER RISER ROOM150 FEET HYDRANTCOVERAGE AREA, TYP125' - 15"Ø HDPESTORM SEWER@ 0.60%HY-VEEFAST AND FRESH WITH COFFEE6,700 SFFFE = 1040.0054 STALLS30' - 24"Ø HDPESTORM SEWER@ 0.60%PROPOSED 20' - 24" RCPSTORM SEWER @ 0.60%PROPOSED INTAKE #4RIM=1037.35IE INV. OUT (S) = 1032.85IE INV. IN (W) = 1033.06PROPOSED INTAKE #5RIM=1036.80IE INV. IN (N) = 1031.31IE INV. OUT (S) = 1031.21PROPOSED FESINV. = 1031.09PROPOSED INTAKE #6RIM=1033.60IE INV. IN (W) = 1030.05GAS SERVICECOORDINATE GAS SERVICEWITH MIDAMERICANPROPOSED 4'ØMANHOLE #2RIM=1037.60IE INV. IN (N) = 1032.19IE INV. OUT (S) = 1031.49IE INV. IN (W) = 1031.60PROPOSED 4'Ø MANHOLE #1RIM=1035.80IE INV. IN (N) = 1029.10IE INV. OUT (E) = 1029.20CONNECT TO EXISTINGINTAKE @ INV. 1028.9523' -15"Ø RCP STORMSEWER @ 1.0% PER CITY OFWAUKEE SPECIFICATIONPART 5, SECTION 2, 2.380' -15"Ø RCP STORMSEWER @ 1.0% PER CITY OFWAUKEE SPECIFICATIONPART 5, SECTION 2, 2.3CLEAN OUTINV. =1036.40CLEAN OUTINV. =1032.64EXTEND 1-1" CONDUITTO MONUMENT SIGNCONDUIT FOR MENUBOARD AND SPEAKERBOX, SEE MFGRSPECIFICATIONS20' - 6"ØSANITARY SEWER@ 5.2%EXTEND 1-1" CONDUITTO AIR COMPRESSOR40' - 4"ØSANITARY SEWER @ 2.0%112' - 18"Ø HDPESTORM SEWER@ 0.60%PROPOSED INTAKE #3RIM=1038.70IE INV. OUT (E) = 1032.77IE INV. IN (W) = 1032.87PROPOSED ELECTRICALHANDHOLEVEHICULARDETECTORLOOP,SEE MFGRSPECIFICATIONSDOWNSPOUTCONNECTION, TYP193' - 18"Ø HDPESTORM SEWER@ 0.60%VEHICULARDETECTOR LOOP,SEE MFGRSPECIFICATIONS150 FEET HYDRANTCOVERAGE AREA, TYPFIRE DEPARTMENTCONNECTIONFEC, KNOX BOXEMERGENCY SHUT-OFF ANDPHONEFEC, EMERGENCYSHUT-OFFEXISTING HYDRANTVALVE TO REMAINRELOCATE EXISTINGHYDRANT AND INSTALL NEW6" VALVE ON HYDRANTASSEMBLYCC #2CC #3CC #4CC #5CC #6CC #646' - 4"ØSANITARY SEWER @ 2.0%CC #8S.E. ESKER RIDGE DRIVEGRAND PRAIRIE PARKWAYTRTR TRCOTCSTCOSTCOCOCOCOSTTCTRCC#510' P.U.E.LIMIT OFDISTURBANCELIMIT OFDISTURBANCE15' WATERMAINEASEMENT25' INGRESS / EGRESSEASEMENTPROPOSED6" WATERSERVICE6" FIRE2" DOMESTIC6" VALVE2" VALVEREMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION WAUKEE FAST & FRESH 2855 GRAND PRAIRIE PARKWAYDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYC4.0UTILITYPLANUTILITY NOTES1. PROTECT EXISTING UTILITIES WHICH ARE TO REMAIN. THE LOCATIONS OF ALLUTILITIES INDICATED ON THE PLANS ARE TAKEN FROM EXISTING RECORDS. THEEXACT LOCATION AND ELEVATION OF ALL UTILITIES MUST BE DETERMINED BY THECONTRACTOR. IT SHALL BE THE DUTY OF THE CONTRACTOR TO ASCERTAINWHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANMAY BE PRESENT.2. SITEWORK UTILITY CONTRACTOR TO EXTEND ALL PIPING TO WITHIN 5' OF BUILDINGAND CAP FOR CONNECTION BY BUILDING UTILITY CONTRACTOR. COORDINATE ALLINVERT ELEVATIONS AND PIPING LOCATIONS WITH BUILDING PLANS.3. SEE DETAILS FOR UTILITY TRENCH CONSTRUCTION REQUIREMENTS.GEOTECHNICAL ENGINEER TO OBSERVE UTILITY TRENCH BACKFILL ANDCOMPACTION PROCEDURES.4. BUILDING PLUMBING CONTRACTOR TO INSTALL BACKFLOW PREVENTION DEVICEON WATER LINES ACCORDING TO WATER COMPANY REQUIREMENTS. SEE PLUMBINGPLANS.5. WATER PIPING SHALL BE DUCTILE IRON - AWWA C151 - CLASS 50 MINIMUM ORPOLYVINYL CHLORIDE - AWWA C900 - MINIMUM OR IN COMPLIANCE WITH WATERCOMPANY REQUIREMENTS.6. ALL WATER PIPING SHALL HAVE A MINIMUM OF 5'-6" COVER.7. INSTALL SINGLE THHN - 12 GA TRACER WIRE WITH WATER PIPING (TAPE TO PIPE).TRACER WIRE TO BE EXTENDED IN CONDUIT TO 1'-0" ABOVE GROUND SURFACE ATFIRE HYDRANTS AND SHALL BE CONNECTED TO A 6'-0" X 1/2" Ø GROUND ROD ATCONNECTION TO MAIN AND AT DEAD ENDS. TRACER WIRE TO EXTEND UP INTOBUILDING AT SERVICE CONNECTIONS.8. CONTRACTOR TO INSTALL TRANSFORMER PAD AND SECONDARY WIRING. UTILITYCOMPANY TO INSTALL PRIMARY WIRING.9. CONTACT CITY OF WAUKEE ENGINEERING DEPARTMENT PRIOR TO THE START OFANY WATER MAIN WORK.10. WATER LINES SHALL BE INSTALLED TO MUNICIPALITY SPECIFICATIONS FORWATER MAIN CONSTRUCTION.11. SENECA COMPANIES IS PROVIDING DESIGN-BUILD (PLANS AND SPECIFICATION)FOR UNDERGROUND STORAGE TANKS, DISPENSERS, DISTRIBUTION LINES FROMTANKS TO DISPENSERS AND CANOPY. TANKS, DISPENSERS AND CANOPY ON THESEPLANS ARE SHOWN FOR INFORMATION ONLY. SENECA WILL OBTAIN NECESSARYPERMITS FOR RELATED ITEMS AND WILL PROVIDE INSTALLATION FOR THE SAME.12. ALL UTILITIES ARE TO BE TESTED TO CITY OF WAUKEE STANDARDS.CONTRACTOR TO NOTIFY CITY PRIOR TO TESTING SO THAT CITY CAN MAKEARRANGEMENTS TO INSPECT DURING TEST.13. CONTACT THE CITY OF WAUKEE TO COORDINATE TIE-IN LOCATIONS TO PUBLICUTILITIES AND TO ARRANGE INSPECTION WITH THE CITY.14. ALL HYDRANTS SHALL HAVE 4" STORZ FITTING.15. ALL UTILITIES ARE PRIVATELY OWNED AND MAINTAINED UNLESS NOTEDOTHERWISE.60'40'020'GRAPHIC SCALEN O R T H ENLARGED WATER CONNECTION1"=10'-0"CRITICAL CROSSING CHARTTOP UTILITYBOTTOM UTILITYBOTTOMTOPBOTTOMTOPGROUNDCC#1STORM1032.231033.48WATER1030.101030.601037.60CC#2ELECTRIC1035.901036.20WATER1033.401033.901039.40CC#3ELECTRIC1035.501035.80WATER1033.001033.501039.00CC#4STORM1036.001037.00WATER1034.001034.501040.00CC#5STORM1035.401036.40WATER1033.401033.901039.40CC#6STORM1035.101036.10WATER1033.101033.601039.10CC#7GAS1035.101035.2018" STORM1032.651034.201039.10CC#8STORM1030.501031.758" WATER1028.331029.001034.50H:\STORES\Waukee Fast & Fresh\Waukee Fast & Fresh Site Planning\Working Files\CAD Files\Design\200309 Waukee Fast and Fresh ASI #3.dwg, 3/9/2020 3:45:44 PM, _AutoCAD PDF (General Documentation).pc3,1:1 HY-VEEFAST AND FRESH WITH COFFEE6,700 SFFFE = 1040.0054 STALLST5MH: 25T5MH: 250.20.40.71.31.61.92.32.32.32.42.22.02.01.91.91.71.82.01.91.61.51.31.10.80.40.10.00.10.10.31.53.13.94.03.84.03.82.71.00.50.50.40.50.60.60.60.60.50.50.82.64.14.64.44.24.24.33.62.21.91.61.51.60.71.62.32.93.63.73.62.72.41.61.11.42.53.03.74.44.44.43.71.71.20.94.03.62.61.81.41.31.00.60.40.20.20.20.20.20.20.20.30.40.30.30.30.20.20.20.10.10.10.10.00.00.10.00.00.00.00.10.10.10.10.10.10.20.20.30.30.30.40.60.91.11.00.70.60.50.40.40.50.50.40.40.30.30.20.20.20.20.31.01.82.52.42.22.22.63.02.72.01.51.51.81.82.12.22.31.91.81.82.32.83.63.12.82.62.73.12.82.42.22.22.30.31.01.72.32.31.71.72.42.62.72.72.43.84.63.44.44.43.53.34.53.73.02.92.22.02.63.12.92.52.32.52.50.31.01.72.42.31.91.82.32.51.81.13.63.42.62.12.53.13.02.92.93.13.30.41.11.82.42.42.32.32.42.51.81.24.54.43.42.52.63.13.13.23.53.84.00.41.22.02.42.52.42.32.42.32.01.34.44.83.62.72.83.23.23.33.73.94.20.41.11.82.22.32.22.22.22.12.11.63.94.13.32.62.73.23.43.53.74.04.20.91.41.72.02.12.12.02.02.01.73.23.22.82.62.73.03.33.53.73.93.90.61.11.61.72.02.22.22.22.22.11.82.12.20.92.72.42.33.13.02.82.72.62.83.13.13.03.23.20.51.11.82.02.53.13.13.23.22.62.52.52.62.62.62.52.42.93.03.43.02.93.63.63.63.53.23.13.32.82.83.13.10.51.12.02.53.03.73.73.83.83.13.12.72.52.62.62.42.42.73.03.43.63.44.04.14.04.03.63.53.73.02.52.42.30.51.02.22.83.34.14.24.34.23.53.52.61.71.31.21.21.31.31.72.53.53.54.24.44.34.23.93.73.92.92.42.12.00.51.12.02.53.13.93.94.14.23.53.32.71.81.41.21.21.21.31.72.63.23.33.93.93.83.83.53.53.93.43.12.92.71.11.82.12.73.54.04.34.54.13.83.62.92.52.32.32.32.42.83.43.63.73.93.63.33.13.03.33.73.53.63.73.21.01.51.82.43.44.65.86.56.66.46.45.95.65.55.45.55.65.96.26.15.95.13.82.72.32.32.93.43.83.94.03.60.81.21.62.54.76.32.91.91.82.53.24.14.74.84.30.60.81.22.25.99.33.11.41.11.92.63.84.54.84.30.30.50.81.64.67.12.51.10.71.52.33.54.34.84.20.30.51.02.34.56.47.57.98.28.48.68.58.58.68.68.48.58.37.97.25.73.41.60.80.71.52.33.44.24.54.10.20.30.61.11.82.53.13.74.04.34.64.64.65.14.84.54.64.44.03.52.61.71.00.60.71.52.12.83.33.53.20.10.20.40.60.91.31.72.22.83.23.43.84.35.04.53.93.63.22.92.31.61.10.70.50.71.31.72.22.93.43.02.20.10.20.40.50.81.11.62.12.42.63.24.14.64.23.72.92.42.21.71.20.80.50.40.61.11.61.92.12.22.10.10.10.20.30.40.71.11.61.72.23.43.44.83.63.42.71.81.61.20.80.50.30.30.50.70.91.00.10.10.10.10.20.30.40.60.81.01.31.02.21.31.11.20.80.70.50.30.20.20.20.30.00.00.10.10.10.10.10.10.20.30.50.50.80.60.50.40.20.10.10.10.00.00.00.00.10.10.10.20.20.20.30.50.40.30.20.20.00.00.00.00.00.10.10.10.10.20.20.20.20.00.00.00.00.00.00.10.10.10.10.00.00.00.00.00.00.00.00.0T3MH: 25TYPE AMH: 16' TYP.T5R-AMH: 25T5R-AMH: 25T5R-AMH: 25WP3MH: 14WP3MH: 14WP3MH: 14WP2MH: 14WP2MH: 14WP2MH: 14T5R-BMH: 25S.E. ESKER RIDGE DRIVEGRAND PRAIRIE PARKWAYTR TRCOTCSTCOSTCOCOCOCOSTTCTR10' P.U.E.LIMIT OFDISTURBANCELIMIT OFDISTURBANCE15' WATERMAINEASEMENT25' INGRESS / EGRESSEASEMENTREMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION WAUKEE FAST & FRESH 2855 GRAND PRAIRIE PARKWAYDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYC4.1PHOTOMETRICPLAN60'40'020'GRAPHIC SCALEN O R T H SITE LIGHTING NOTES1. NOTIFICATION: CONTRACTOR SHALL NOTIFY HY-VEE A MINIMUM OF 60 DAYS PRIORTO THE ANTICIPATED DATE OF INSTALLATION.2. MATERIAL: OWNER WILL PURCHASE SITE LIGHTING MATERIALS. THOSE MATERIALSINCLUDE THE FOLLOWING: FIXTURES WITH LAMPS, TENON, POLE, ANCHOR BOLTS ANDANCHOR BOLT TEMPLATE. THE GENERAL CONTRACTOR IS RESPONSIBLE FORRECEIVING, UNLOADING, AND VERIFYING QUANTITIES AND CONDITIONS OF THESEMATERIALS. INSPECT ALL PACKAGES FOR EXTERIOR DAMAGE BEFORE THE CARRIERLEAVES THE SITE, AND NOTIFY OWNER'S REPRESENTATIVE WITH INFORMATION ON THESHIPMENT. RETURN A COPY OF THE PACKING LIST TO HY-VEE WITHIN SEVEN DAYSAFTER RECEIPT OF THE MATERIALS WITH NOTES REGARDING ANY DAMAGED GOODSOR THE LACK OF DAMAGE.3. STORAGE OF MATERIALS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR STORAGEAND PROTECTION OF ALL SITE LIGHTING MATERIALS, AND FOR INSTALLATION OF AFUNCTIONING SYSTEM WHICH MEETS HY-VEE'S APPROVAL.4. TESTING: A MINIMUM OF 30 DAYS BEFORE THE STORE'S GRAND OPENING, THECONTRACTOR SHALL CONDUCT A 100 HOUR CONSECUTIVE TEST OF THE SITE LIGHTINGSYSTEM. THIS IS INTENDED TO EXPOSE BURNED OUT LAMPS OR OTHER PROBLEMSWHILE ELECTRICIANS AND EQUIPMENT ARE STILL ON SITE. HY-VEE SHALL BE NOTIFIEDWITH THE RESULTS OF THIS TEST AS SOON AS POSSIBLE SO REPLACEMENTMATERIALS CAN BE OBTAINED IF NECESSARY.5. WIRING INFORMATION: SEE SHEET E-1 FOR CIRCUIT AND PANEL ASSIGNMENTS. AWIRING DIAGRAM FOR THE PARKING LOT LIGHTS IS REQUIRED FOR FUTUREREFERENCE. MAKE EDITS ON SITE UTILITY PLAN AND RETURN TO OWNER WITHAS-BUILT NOTES.6. REFER TO FIXTURE AND POLE BASE DETAIL.MOUNTING HEIGHT:AP3 / 2AP2 = 23' (20' POLE ON 3' BASE)A, LNC4 = 16'Luminaire ScheduleProject: FIXTURES BY OTHERSSymbolLabelQtyArrangementDescriptionLum. LumensLLFLum. WattsArr. WattsTotal WattsA12SINGLECRUS-SC-LED-SS-50 MTD @ 16'136740.85097.997.91174.8Luminaire ScheduleProject: HUBBELL FIXTURESSymbolLabelQtyArrangementDescriptionLum. LumensLLFLum. WattsArr. WattsTotal WattsWP23SINGLELNC3-24L4K-050-240570.8504141123WP33SINGLELNC3-24L4K-050-339910.8504141123T31SINGLEALT2-100L-160-4k7-3207660.850160160160T52SINGLEALT2-100L-160-4k7-5QM217850.850160160320T5R-A3SINGLEALT2-100L-240-4k7-5R292530.850241241723T5R-B1SINGLEALT2-100L-285-4k7-5R340270.850285285285Calculation SummaryLabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinPtSpcLrPtSpcTbAll CalcPts Extending Out To Zero Foot-CandlesIlluminanceFc2.499.30.0N.A.N.A.1010Gas Canopy @ GradeIlluminanceFc20.4327131.572.0888Property Line - Horizontal - Points Values Not VisibleIlluminanceFc1.113.60.0N.A.N.A.10N.A.Property Line - Vertical - Point Values VisibleIlluminanceFc1.334.60.0N.A.N.A.10N.A.Parking - EastIlluminanceFc3.00421.502.00Parking - FrontIlluminanceFc2.69412.694.00Parking - WestIlluminanceFc1.8840N.A.N.A.H:\STORES\Waukee Fast & Fresh\Waukee Fast & Fresh Site Planning\Working Files\CAD Files\Design\200309 Waukee Fast and Fresh ASI #3.dwg, 3/9/2020 3:45:49 PM, _AutoCAD PDF (General Documentation).pc3,1:1 REMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION WAUKEE FAST & FRESH 2855 GRAND PRAIRIE PARKWAYDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYC5.0PLANTING/IRRIGATIONNOTES AND SPECIFICATIONSGENERAL NOTES1. ALL PLANT MATERIAL INSTALLATION, AND SOD, SHALL BE COMPLETEDPRIOR TO GRAND OPENING.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING ALL PLANTMATERIAL EXCLUDING SEED AND SOD FOR A PERIOD OF ONE (1) YEAR FROMDATE OF THE STORE'S GRAND OPENING. CONTRACTOR SHALL PROVIDE AONE YEAR WARRANTY ON TREES, SHRUBS AND PERENNIALS TO COMMENCEAT THE END OF THE ESTABLISHMENT PERIOD.3. ALL PLANT MATERIAL SHALL MEET MINIMUM REQUIREMENTS SHOWN IN THE"AMERICAN STANDARD FOR NURSERY STOCK" (ANSI Z60.1-LATEST ADDITION).4. PLANTS SHALL BE MAINTAINED PER THE REQUIREMENTS OF ANSI A300"TREE CARE OPERATIONS-TREE, SHRUB AND OTHER WOODY PLANTMAINTENANCE-STANDARD PRACTICES"5. NO PLANT MATERIAL SHALL BE SUBSTITUTED WITHOUT THE APPROVAL OFHY-VEE, INC. AND WRITTEN APPROVAL BY THE WAUKEE DEVELOPMENTSERVICES DEPARTMENT6. THE CONTRACTOR SHALL VERIFY LOCATION AND PROTECT ALL UTILITIESAND STRUCTURES. DAMAGE TO UTILITIES AND STRUCTURES SHALL BEREPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER OFTHE UTILITIES7. PLANT MATERIAL QUANTITIES ARE FOR CONTRACTORS' CONVENIENCE.DRAWINGS SHALL GOVERN.8. SEE THE GRADING, UTILITY, AND SITE PLANS FOR ADDITIONALINFORMATION.SOIL PREPARATION:1. TOPSOIL SHALL BE LOCAL FERTILE AGRICULTURAL SOIL FREE OF SUBSOILS,ROCKS, CLAYS, PLANTS, WEEDS, ROOTS AND OTHER IMPURITIES. PH VALUESHALL BE BETWEEN 5.4 AND 7.0.2. REMOVE DEBRIS AND WEEDS FROM SUBSOIL.3. SCARIFY SUBSOIL TO DEPTH OF 2" PRIOR TO PLACING TOPSOIL.4. SPREAD TOPSOIL TO A MINIMUM DEPTH OF 8". TOPSOIL PLACEMENT SHALLTAKE PLACE DURING DRY WEATHER. PREPARE TOPSOIL SO THAT IT IS FREEOF DEBRIS AND GRADED TO DRAIN AS INDICATED ON GRADING PLANS.PLACEMENT OF TOPSOIL SHALL MEET SUDAS SPECIFICATIONS 2010.5. LIGHTLY COMPACT TOPSOIL AFTER PLACEMENT AND PROHIBITCONSTRUCTION TRAFFIC FROM AREAS WITH TOPSOIL.SOD:1. SOD SHALL BE NURSERY GROWN GRADE; CULTIVATED GRASS SOD WITHSTRONG FIBROUS ROOT SYSTEM FREE OF STONES, BURNED OR BARE SPOTSCONTAINING NO MORE THAN 5 WEEDS PER 1000 SF.2. SOD MIXTURE SHALL BE 40% KENTUCKY BLUEGRASS, 30% PERENNIALRYEGRASS, 30% FINE FESCUES3. FERTILIZER FOR SODDED AREAS SHALL BE NITROGEN 10%, PHOSPHORICACID 10%, SOLUBLE POTASH 10%.4. APPLY FERTILIZER AT APPLICATION RATE OF 1LB/1000 SF TO TOPSOIL PRIORTO PLACING SOD.5. MOISTEN PREPARED SOIL IMMEDIATELY PRIOR TO LAYING SOD. LAY SODIMMEDIATELY UPON DELIVERY TO THE SITE, LEAVING NO OPEN JOINTS OROVERLAPPING JOINTS. DO NOT STRETCH SOD. DO NOT LAY SOD IFTEMPERATURE IS BELOW FREEZING.6. ROLL SOD WITH 1/3 FULL ROLLER AFTER SOD AND SOIL HAVE DRIED. ROLLBEFORE THE FIRST WATERING.7. SOD WILL BE ACCEPTED WHEN IT IS WELL ESTABLISHED AND SHOWSVIGOROUS GROWTH WITH NO BARE SPOTS EXCEEDING 1 SF. CONTRACTOR ISRESPONSIBLE FOR WATERING AND REPLACING SOD AS NEEDED UNTILACCEPTED.PLANTING:1. PRESERVE AND PROTECT EXISTING TREES TO REMAIN. CONTRACTORSHALL ERECT 4' CONSTRUCTION FENCE AROUND PERIMETER OF TREES ATTHE DRIP LINE. CONTRACTOR SHALL NOT STORE MATERIALS OR ALLOWVEHICLES TO ACCESS OR PARK INSIDE DRIP LINES.2. DO NOT INSTALL PLANTS WHEN AMBIENT TEMPERATURES DROP BELOW 35°F. OR RISE ABOVE 90° F. DO NOT INSTALL PLANTS WHEN WIND VELOCITIESEXCEED 30 MPH.3. DAMAGED OR DEFICIENT PLANTS WILL BE REJECTED.4. TREES WILL HAVE A REASONABLY STRAIGHT TRUNK AND SINGLE LEADER.5. SOIL AMENDMENTS SHALL BE TOPSOIL OR COMPOST. COMPOST:DECOMPOSED, STABLE, WEED FREE ORGANIC MATTER DERIVED FROMAGRICULTURAL, FOOD, INDUSTRIAL RESIDUALS, BIOSOLIDS, OR YARDTRIMMINGS. COMPOST WILL BE FREE OF LARGE PARTICLES AND WILLPOSSESS NO OBJECTIONABLE ODOR, NOR RESEMBLE THE MATERIAL FROMWHICH IT WAS DERIVED6. MULCH: COMPOSTED, SHREDDED HARDWOOD BARK, DARK BROWN INCOLOR.7. FILL PLANTING PITS WITH WATER TO DETERMINE DRAINAGE. IF WATERREMAINS IN HOLE AFTER 24 HOURS, INSTALL FRENCH DRAIN AS SHOWN INDETAILS TO INSURE PROPER DRAINAGE.8. INITIAL ACCEPTANCE: UPON COMPLETION OF PLANTING, OWNER'SREPRESENTATIVE WILL REVIEW WORK AND TAKE INITIAL ACCEPTANCE OFWORK UPON CORRECTION OF ANY NOTED DEFICIENCIES.9. AFTER INITIAL ACCEPTANCE, CONTRACTOR TO MAINTAIN PLANT LIFEDURING ESTABLISHMENT PERIOD. MAINTENANCE INCLUDES:1.1.IRRIGATION: MAINTAINING PROPER MOISTURE IN PLANT ROOT ZONES.1.2.APPLYING HERBICIDES IN PLANTING BEDS FOR WEED CONTROL.1.3.PRUNING TO CORRECT GROWTH OR REMOVE DEAD OR DAMAGEDBRANCHES.1.4.DISEASE CONTROL.1.5.REPLACEMENT OF MULCH AS NEEDED.1.6.REPLACEMENT OF DEAD OR DYING PLANTS AS NEEDED.IRRIGATION1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND FURNISHINGALL LABOR, MATERIALS, ACCESSORIES, EQUIPMENT AND OPERATIONSNECESSARY FOR INSTALLATION OF IRRIGATION SYSTEM.2. CONTRACTOR TO SUBMIT IRRIGATION SYSTEM DESIGN AND COMPONENTCUT SHEETS TO HY-VEE FOR REVIEW AND APPROVAL PRIOR TO ORDERING.3. CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARYAPPROVALS, PERMITS, LICENSES AND INSPECTIONS REQUIRED BY LOCAL,MUNICIPAL, AND STATE JURISDICTIONS.4. SYSTEM SHALL BE ELECTRIC SOLENOID CONTROLLED UNDERGROUNDIRRIGATION SYSTEM WITH PRESSURE BLOW-OUT DRAIN AS MANUFACTUREDBY RAIN BIRD MANUFACTURING CORP. OR THE TORO COMPANY.SUBSTITUTIONS SUBJECT TO OWNER REVIEW AND APPROVAL.5. AREAS TO BE IRRIGATED INCLUDE ALL SPACE INDICATED AS "SOD" ON THEPLANTING PLAN AND INCLUDE PARKING LOT ISLANDS, UNLESS OTHERWISENOTED. PARKING LOT ISLANDS TO BE IRRIGATED VIA DRIP TYPE IRRIGATION.MATERIALSPIPING:1.1.PVC PIPE: ASTM D2241, 200 PSI PRESSURE RATED UPSTREAM FROMCONTROLS, 160 PSI DOWNSTREAM.1.2.COPPER PIPE: ASTM B42 REGULAR1.3.FITTINGS TO MATCH PIPE SIZE AND STYLE1.4.SOLVENT CEMENT: ASTM D2564 FOR PVC PIPE AND FITTINGS1.5.SOLDER AND FLUX: ASTM B32 TYPE 95TA SOLDER, PASTE1.6.SLEEVE MATERIAL: PVC1.7.OUTLETS: BRASS CONSTRUCTION1.8.ROTARY TYPE SPRINKLER HEAD: POP-UP TYPE WITH SCREENS; FULLY ADJUSTABLE FOR FLOW AND PRESSURE1.9.SPRAY TYPE SPRINKLER HEAD: POP-UP HEAD WITH FULL CIRCLE1.10.EMITTER: ADJUSTABLE OUTLET, NON-CLOGGING1.11.BUBBLER: ADJUSTABLE OUTLET1.12.QUICK COUPLER2. MANUAL VALVES:1.1.GATE VALVES: BRONZE CONSTRUCTION, INSIDE SCREW WITH THREADED ENDS.1.2.BACKFLOW PREVENTERS: BRONZE BODY CONSTRUCTION, DOUBLECHECK VALVE TYPE.3. CONTROLS AND CONTROL VALVES:1.1.CONTROLLER: AUTOMATIC CONTROLLER, MICROPROCESSOR SOLIDSTATE CONTROL WITH VISIBLE READOUT DISPLAY, TEMPORARYOVERRIDE FEATURE TO BYPASS CYCLE, TIMER FOR MULTIPLESTATION SYSTEM, PROGRAMMABLE FOR QUARTER HOURINCREMENTS, WITH AUTOMATIC START AND SHUTDOWN, RAINSENSOR CAPABLE OF TURNING OFF THE IRRIGATION SYSTEM IFADEQUATE RAINFALL IS RECEIVED.1.2.CONTROLLER HOUSING: NEMA 250 TYPE 3; WEATHERPROOF,WATERTIGHT, WITH LOCKABLE ACCESS DOOR.1.3.VALVES: ELECTRIC SOLENOID NORMALLY CLOSED; HYDRAULICTUBING, WIRING, INCLUDING REQUIRED FITTINGS AND ACCESSORIES1.4.WIRE CONDUCTORS: COLOR CODED. COPPER CONDUCTOR, DIRECTBURIAL TYPE.1.5.PROVIDE RAIN SENSORS.1.6.DISCONNECT SWITCH: FACTORY MOUNTED DISCONNECT SWITCH INCONTROL PANEL.EXECUTION1. VERIFY LOCATIONS AND DEPTHS OF EXISTING UTILITIES AND CONDITIONSPRIOR TO CONSTRUCTION. VERIFY THAT REQUIRED UTILITIES ARE AVAILABLE,IN PROPER LOCATION, AND READY FOR USE.2. COORDINATE LOCATION OF SLEEVES UNDER PAVING TO ACCOMMODATESYSTEM.3. ROUTE PIPING TO AVOID PLANTS, GROUND COVER, AND STRUCTURES4. TRENCH TO ACCOMMODATE GRADE CHANGES AND SLOPE TO DRAINS.KEEP TRENCHES FREE OF DEBRIS AND MATERIAL THAT ARE DAMAGING TOTHE PIPE.5. PROVIDE FOR THERMAL MOVEMENTS OF COMPONENTS IN SYSTEM.6. USE THREADED NIPPLES FOR RISERS TO EACH OUTLET.7. PROVIDE 10 INCH EXPANSION COIL AT EACH CONTROL VALVE AND AT 100FOOT INTERVALS. BURY WIRE BESIDE PIPE. MARK VALVES WITH NEOPRENEVALVE MARKERS CONTAINING LOCKING DEVICE. SET VALVE MARKERS IN 160PSI PIPE RISERS EXITING FROM TOP OF VALVE TO FINISH GRADE.8. AFTER PIPING IS INSTALLED AND PRIOR TO INSTALLING OUTLETS ANDBACKFILLING, OPEN VALVES AND FLUSH SYSTEM WITH FULL HEAD OF WATER.9. INSTALL 3 INCH SAND COVER OVER PIPING AND PROTECT PIPE FROMDISPLACEMENT.10. PRIOR TO BACKFILLING, TEST SYSTEM FOR LEAKS FOR WHOLE SYSTEMMAINTAINING 100 PSI PRESSURE FOR ONE HOUR. SYSTEM IS ACCEPTABLEWHEN NO LEAKAGE OR LOSS OF PRESSURE OCCURS AND SYSTEM SELFDRAINS DURING TEST PERIOD.11. ADJUST CONTROL SYSTEM TO ACHIEVE TIME CYCLES REQUIRED TOESTABLISH NEWLY INSTALLED PLANTS.12. ADJUST HEADS FOR FULL WATER COVERAGE OF PLANTED AREAS.13. INSTRUCT STORE PERSONNEL IN OPERATION AND MAINTENANCE OFSYSTEM, INCLUDING ADJUSTING OF SPRINKLER HEADS. USE OPERATION ANDMAINTENANCE MATERIAL AS BASIS FOR DEMONSTRATION.14. FURNISH THE OPERATION AND MAINTENANCE MATERIALS, TWO EXTRASPRINKLER HEADS OF EACH TYPE AND SIZE, TWO VALVE KEYS FOR MANUALVALVES, TWO VALVE BOX KEYS, TWO KEYS FOR VALVE MARKERS, AND TWOWRENCHES FOR EACH HEAD CORE AND FOR REMOVING AND INSTALLINGEACH HEAD TYPE.15. PROVIDE ONE COMPLETE SPRING SEASON START UP AND FALL SEASONSHUT DOWN.H:\STORES\Waukee Fast & Fresh\Waukee Fast & Fresh Site Planning\Working Files\CAD Files\Design\200309 Waukee Fast and Fresh ASI #3.dwg, 3/9/2020 3:45:52 PM, _AutoCAD PDF (General Documentation).pc3,1:1 12APSODSOD60HSNATURALEDGE, TYPSODSODHY-VEEFAST AND FRESH WITH COFFEE6,700 SFFFE = 1040.0054 STALLSSOD03GT11CM32SH15CM33HSSODSODSODSODSOD21HS27CSTRAP ROCK, TYPSTEELEDGE, TYP25CA01GT12CM21SHSOD16SH16SH16SH16SH20SHSODSODSODSODSOD05MS10AP42CR48JHSOD ANY AREASDISTURBED DURINGCONSTRUCTIONALONG GRANDPRAIRIE PARKWAY,TYP5'-0" PLANTING BED WITHNATURAL EDGE, TYP5'-0" PLANTING BED WITHNATURAL EDGE, TYPNATURALEDGE, TYP07CS34HS28SH18CA3'-0" PLANTING BED WITHNATURAL EDGE, TYP37SHS.E. ESKER RIDGE DRIVEGRAND PRAIRIE PARKWAY TRCOTCSTCOSTCOCOCOCOSTTCTR10' P.U.E.15' WATERMAINEASEMENT25' INGRESS / EGRESSEASEMENTREMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION WAUKEE FAST & FRESH 2855 GRAND PRAIRIE PARKWAYDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYC5.1PLANTINGPLAN60'40'020'GRAPHIC SCALEN O R T H QTY IDCOMMON NAMEBOTANICAL NAMESIZEMETHODSPACINGSCREENING AND LANDSCAPE REQUIREMENTS1. MINIMUM 10% OF OPEN SPACE:TOTAL AREA:85,203 SF (100%)REQUIRED OPEN SPACE :8,520 SF (10%)PROVIDED OPEN SPACE :29,138 SF1 TREE/1000 SF OF REQUIRED OPEN SPACEREQUIRED TREES = 9 (8,520/1,000 = 8.5)PROVIDED TREES = 91 SHRUB/1000 SF OF REQUIRED OPEN SPACEREQUIRED SHRUBS = 9 (8,824/1,000 = 8.5)PROVIDED SHRUBS = 73QTY IDCOMMON NAMEBOTANICAL NAMESIZEMETHODSPACING05 GTGleditsia tricanthos var. inermis 'Skyline'SKYLINE HONEYLOCUST 2-2 12" Cal.B&BPer Plan05 MSMalus 'Spring Snow'SPRING SNOW CRAB5 Gal.Cont.Per Plan42 CRCornus racemosa 'Hurzam'HURON DOGWOOD5 Gal.Cont.48 JHJuniperus horizontalis 'Blue Chip'BLUE CHIP JUNIPER5 Gal.Cont.PROPOSED SOD QUANTITY: 29,138 SFLEGENDSODTRAP ROCKDUG EDGEPERENNIALCANOPY TREESHRUB PLANT IDENTIFICATION/UNDERSTORYQUANTITYTREE1ZZ22 APAcer platanoides columnarCOLUMNAR NORWAY MAPLE6' Ht.B&B23' Spacing2. OFF-STREET PARKING:S.E. ESKER RIDGE DRIVE - 240 LINEAR FEET2 OVERSTORY TREES/50 LINEAR FEET: REQUIRED OVERSTORY: 10 (240/50x2) PROVIDED OVERSTORY: 108 SHRUBS PER 50 LINEAR FEET: REQUIRED SHRUBS: 38 (240/50x8) PROVIDED SHRUBS: 42GRAND PRAIRIE PARKWAY - 297 LINEAR FEET2 OVERSTORY/50 LINEAR FEET: REQUIRED OVERSTORY: 12 (297/50x2) PROVIDED OVERSTORY: 128 SHRUBS/50 LINEAR FEET: REQUIRED SHRUBS: 48 (297/50x8) PROVIDED SHRUBS: 4843 CACalamagrostis x acutifoliaFEATHER REED GRASS3 Gal.Cont.148 HSHemerocallis 'Stella d' Oro'STELLA D' ORO DAYLILY3 Gal.Cont..202 SHSporobolus HeterolepsisPRAIRIE DROPSEED3 Gal.Cont.38 CMCotoneaster microphyllusLITTLE LEAF COTONEASTER5 Gal.Cont.34 CSCornus sericea 'Kelseyi'KELSEY DOGWOOD5 Gal.Cont.H:\STORES\Waukee Fast & Fresh\Waukee Fast & Fresh Site Planning\Working Files\CAD Files\Design\200309 Waukee Fast and Fresh ASI #3.dwg, 3/9/2020 3:45:57 PM, _AutoCAD PDF (General Documentation).pc3,1:1 HY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 3/8" = 1'-0"REVISIONTREE PROTECTION DETAIL, TYPBYDATEISSUE DATEJMD04.19.2017EXISTING GRADEMETAL FENCE POSTS,SPACE A MINIMUM OF 5'APART AT DRIP LINEORANGE MESHCONSTRUCTION FENCINGOUTLINE OF TREECROWN EDGE OF DRIPLINE CORRESPONDSWITH ROOF SPREADDRIP LINE DRIP LINE C6.1 DETAILS9.5FOOTINGSEE DETAIL THIS PAGELIGHT POLE ASSPECIFIEDCURB ANDGUTTER, TYPDO NOT CUT OR DAMAGELEADERPROVIDE A 6" PERFORATEDDRAIN TILE WITH FILTERSOCK FILLED WITH CLEANPEA GRAVEL IF SOIL FAILS A12 HR PERK TESTUNDISTURBED SOILEXISTING TOPSOILSCARIFY SIDES OFPLANTING PIT TO 2" DEPTHPRUNE ALL DEAD ORDAMAGED BRANCHESFINISH GRADEUNDISTURBED SOIL ORCOMPACTED SUBGRADE3" DEPTH HARDWOODMULCHFIND TOP OF FIRST ROOT INROOTBALL AND REMOVESOIL FROM ABOVE. PLANTSO THAT TOP OF FIRSTROOT IS AT GRADE.3" BERMREMOVE TOP 13 OF CAGEAND BURLAP AND ALLTWINE/CORDS AFTERPLANTINGPLANTING PIT TO BE 1.5xROOTBALL DIAMETERHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 3/8" = 1'-0"REVISIONTREE PLANTING DETAIL, TYPBYDATEISSUE DATEJMD04.19.2017HY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 3/8" = 1'-0"REVISIONBYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 3/8" = 1'-0"REVISIONBYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 3/8" = 1'-0"REVISIONBYDATEPLANT WITH ROOT BALL ATFINISHED GRADEFINISH GRADEUNDISTURBED SOILEXISTING SOILPLANT ROOT BALL ATGRADE. SPREAD OUTERLAYER OF ROOTS AWAYFROM ROOT BALLNOTES:1. PRUNE ALL DEAD AND DAMAGEDBRANCHES.2. REMOVE ENTIRE CONTAINER FROMCONTAINER GROWN PLANTS.3. REMOVE 13 OF THE CAGE AND BURLAPFROM BALLED AND BURLAPPED PLANTS.4. SHAVE OFF CIRCLING ROOTS WITHPRUNING SAW PRIOR TO PLANTING.5. PLANTING PIT TO BE 1.5X ROOTBALLDIAMETER.PRUNE ALL DEAD ORDAMAGED BRANCHES3" DEPTH HARDWOODMULCH3" BERMSHRUB PLANTING DETAIL ,TYPSCARIFY SUBGRADETO 2" DEPTHUNDISTURBED SOIL ORCOMPACTED SUBGRADETOPSOILSOD CUTTINGSOD AS SPECIFIED,SEE PLANTING PLANSEE PLANTING PLAN FORSPECIESPARKING LOT EDGE PLANTING DETAIL & TURF PROFILELIGHT POLE FOOTING LOCATION AT BACK OF CURB ,TYPHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDSCALE: 3/8" = 1'-0"REVISIONLIGHT FIXTURE POLE MOUNTING, TYPBYDATEISSUE DATEJMD04.19.2017REMOVABLE TOP CAP#14 GA. SPLIT REMOVABLEBASE COVERLOCKING NUT, LEVELING NUT45 DEG CHAMFERED TOP EDGESTEEL PLATED ANCHOR BOLTS TIEDTO REBAR CAGE, COORDINATEWITH POLE MANUFACTURERREQUIREMENTSSECTION#4 TIES @ 12" O.C.8 - #6 REINFORCING BARSSLIGHTLY BEVEL TOPEDGE OF STEELBASE PLATECONCRETE PEDESTALWITH 45° CHAMFEREDTOP EDGETOP VIEW8 - #6 VERTICAL REBAREQUALLY SPACEDRIGID STEEL CONDUITAND WIRECOMPACT ANY BACKFILL TO98% STANDARD PROCTORDENSITYGRADEBACK PLASTER EXPOSED SURFACEWITH CEMENT PASTE TO ELIMINATEANY VOIDS OR HONEYCOMB AREASNON-SHIRNK GROUTGROUND LUG INSIDE POLEPOLE MOUNT WGFI ANDDATA JUNCTION BOXCONCRETE BASEBY GENERAL CONTRACTOR12" X 8' GROUND ROD WITHCLAMPAND #10 GND WIRE TO BOLTCAGEPARKING SURFACE12" EXPANSION MATERIALWITH SEALANTPOLE BASE SCHEDULEPOLE HEIGHT'A'-(FT)BASE DEPTHCASE 1'B'-(FT)BASE DEPTHCASE 2'B'-(FT)BASE DEPTHCASE 3'B'-(FT)308.010.5#4 REBAR CLOSED TIES12" 0.C. VERTICALSTEEL POLELIGHT FIXTURE,SEE PLAN FOR TYPESCALE: 3/8" = 1'-0"REVISIONBYDATEISSUE DATEJMD04.19.2017FIRE HYDRANT ASSEMBLY- WAUKEEREMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION WAUKEE FAST & FRESH 2855 GRAND PRAIRIE PARKWAYDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYC6.0CONSTRUCTIONDETAILSH:\STORES\Waukee Fast & Fresh\Waukee Fast & Fresh Site Planning\Working Files\CAD Files\Design\200309 Waukee Fast and Fresh ASI #3.dwg, 3/9/2020 3:46:04 PM, _AutoCAD PDF (General Documentation).pc3,1:1 PCC CURB AND GUTTERHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDSCALE: 3/8" = 1'-0"REVISIONBYDATESIDEWALK RAMPHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDSCALE: 3/8" = 1'-0"REVISIONBYDATESIDEWALK RAMPHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDSCALE: 1/8" = 1'-0"REVISIONBYDATEPERPENDICULAR PARKING AND STRIPING DETAILHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 3/8" = 1'-0"REVISIONBYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 3/8" = 1'-0"REVISIONBYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 3/8" = 1'-0"REVISIONBYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 3/8" = 1'-0"REVISIONBYDATETYPE 6B BOLLARDHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 3/8" = 1'-0"REVISIONBYDATETYPE 4SS BOLLARDHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 3/8" = 1'-0"REVISIONBYDATETYPE 4SS HC BOLLARD'VAN ACCESSIBLE'$200 FINE SIGN REQUIRED,VERIFY WITH LOCAL CODESHANDICAPPED PARKING SIGNPER ADA STANDARDS,CENTER IN FRONT OF EACHSPACE7'-0"x1-1/2" SQUARE STEELTUBING EMBEDDED INBOLLARDCRUSHEDAGGREGATEPAVEMENT,SEE SITE PLAN FOR PAVINGTYPE AND THICKNESS, TYPSONO TUBE, TRIM FLUSHWITH PAVEMENT, TYPSUBGRADE ASSPECIFIEDNO. 3 REBAR ANCHOR AT1/2" DIA. HOLEEXPANSION JOINT, TYPPCC FOOTING12"x"18" WHITE ON BLUEBACKGROUND, ORDER FROM:SIGNBOOK@HY-VEE.COMCONTRACTOR TO VERIFY SIGNGRAPHICS AND INSTALLATIONWITH STATE AND LOCAL CODESA. 2 SIGNS ON SAME POST,'HANDICAP PARKING' UPPER AND 'FINE' LOWERB. 'RESERVED PARKING'SINGLE SIGNSIGNS MAY BE MOUNTED ONWALLS WHERE POSSIBLEHANDICAPPEDPARKINGVEHICLE IDREQUIREDVERIFY WITH STATE AND LOCAL CODES MIN.PAVEMENT,SEE SITE PLAN FOR PAVINGTYPE AND THICKNESS, TYPSONO TUBE, TRIM FLUSHWITH PAVEMENT, TYPSUBGRADE ASSPECIFIEDEXPANSION JOINT, TYPCRUSHEDAGGREGATENO. 3 REBAR ANCHOR AT1/2" DIA. HOLECONCRETE FOOTINGTYP6" Ø BOLLARDSEE SITE PLAN, TYPEXPANSION JOINT,TYPCRUSHEDAGGREGATEMIN.PAVEMENT,SEE SITE PLAN FOR PAVINGTYPE AND THICKNESS, TYPSONO TUBE, TRIM FLUSHWITH PAVEMENT, TYPSUBGRADE ASSPECIFIEDCONCRETE FOOTINGSEE MFR. SPECIFICATIONFOR BOLT PATTERNMANUFACTURED DOME CAPSEE MANUFACTURER'SSPECIFICATIONS FORSURFACE MOUNTINSTALLATIONBUILDING FACADE, WALL,DOOR OR BIKE RACKBUILDING FACADE, WALL, DOOR OR BIKE RACKBACK OF CURBBACK OF CURB MINIMUM CLEARANCEMINIMUM CLEARANCE MINIMUM CLEARANCE MINIMUMCLEARANCEEXPANSION JOINT, TYP6" CONCRETE SLABSCO5 AIR TOWERGRADEEXISTING SUBGRADELEVEL, ADJUST AND MOUNTSCO5 AIR TOWER PER MFR.SPECIFICATIONS:WWW.EXCELTIREGAUGE.COMSURFACE MOUNT UNIT TOSLABTOP OF PAVEMENTTYPE 'E' JOINTCURB AND GUTTER, TYPINSTALL CONDUIT PER MFR.SPECIFICATIONS:WWW.EXCELTIREGAUGE.COMDERO SWERVE RACK-SURFACE MOUNTSCO5 AIR TOWER4" PAINTED STRIPE "TRAFFICYELLOW" WITH SILICA SANDPER SPECIFICATIONS, TYPNOTE: SYMBOL TO BECENTERED IN PARKINGSPACE AND ORIENTED ASILLUSTRATED ON PLANSHANDICAP PAVEMENT MARKING6"0"0"6"6"PCC SIDEWALKHEAVY BROOM FINISHPERPENDICULAR TOPATH OF TRAVELBACK OF CURBGUTTERTRANSITION CURB IN 6'-0"PCC SIDEWALKHEAVY BROOM FINISHPERPENDICULAR TO PATH OFTRAVELBACK OF CURBGUTTER6"6"TRANSITION CURB IN 6'-0"0"0"6"6"C6.2 DETAILS"TRAFFIC YELLOW "PAINT PER MFR. BYDIAMOND VOGEL(PROD.#-UC-3584)"TRAFFIC YELLOW "PAINT PER MFR. BYDIAMOND VOGEL(PROD.#-UC-3584)NOTE:WHEN LOCATED ON ANACCESSIBLE ROUTE, SIGNHEIGHT SHALL BE ADJUSTED TO7'-0" FROM BOTTOM OF SIGN4" Ø BOLLARDSCHEDULE 40 STEEL PIPEFINISH: STAINLESS STEEL4" Ø BOLLARDSCHEDULE 40 STEEL PIPEFINISH: STAINLESS STEEL6" Ø BOLLARDSCHEDULE 40 STEEL PIPEFINISH: POWDER COAT BRONZETYPTYPTYPCLCL4" PAINTED STRIPE, "TRAFFICYELLOW" WITH SILICA SANDPER SPECIFICTIONS, TYPFACE OF CURBTYPSEE SITE PLAN FOR CURB ANDGUTTER LAYOUTBACK OF CURBREMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION WAUKEE FAST & FRESH 2855 GRAND PRAIRIE PARKWAYDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYC6.1CONSTRUCTIONDETAILSH:\STORES\Waukee Fast & Fresh\Waukee Fast & Fresh Site Planning\Working Files\CAD Files\Design\200309 Waukee Fast and Fresh ASI #3.dwg, 3/9/2020 3:46:09 PM, _AutoCAD PDF (General Documentation).pc3,1:1 HY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDSCALE: 1" = 1'-0"REVISIONBYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED REVISIONBYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 1" = 1'-0"REVISIONBYDATE6" PCC WITH 6" AGGREGATE PAVING SECTION, TYPHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDSCALE: 1" = 1'-0"REVISIONBYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED REVISIONBYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 1" = 1'-0"REVISIONBYDATEHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDSCALE: 1" = 1'-0"REVISIONBYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 1" = 1'-0"REVISIONBYDATEINTEGRAL CURB AND GUTTERHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 3/8" = 1'-0"REVISIONBYDATESIDEWALK PAVING SECTION, TYPSIDEWALKEXISTING SUBGRADESCARIFIED ANDRECOMPACTED SUBGRADEDOWNSPOUT CONNECTIONEXISTING SUBGRADE12" COMAPCTED SUB BASE,EXTEND 6" BEYOND BACKOF CURBPCC CONCRETEPCC CONCRETEPAVEMENT JOINT DETAILS (1 OF 3)CONTRACTION JOINTJOINT SEALANTMATERIALTIED CONTRACTION JOINTT/2#4 x24"-8" DEFORMEDTIE BAR @ 2'-6"DRILL AND EPOXY BAR IN PLACESAWCUT AND FILL WITHJOINT SEALER MATERIALSEE DETAIL 'A'SAWED JOINTT/4 (MIN.)SEE DETAIL 'A'EXISTING PAVEMENTT/4 (MIN.)NEW PAVEMENTTIED EXPANSION JOINTPREFORMED RESILIENTJOINT MATERIALSEE DETAIL 'B'24"-#4 DEFORMED TIEBARS @ 30" O.C.DRILL HOLE 18" IN DIAMETERLARGER THAN THE BAR SIZEINTO EXISTING HARDENEDPAVEMENT. LENGTH OFDRILLED HOLE SHALL BE 1"LONGER THEN BAREMBEDMENTPAVEMENT JOINT DETAILS (2 OF 3)TOP OF PAVEMENTSEALANT1/2"-3/4"AAJOINT SEALANTMATERIAL1/8" to 5/16" SAW CUTCRACK ORJOINT LINE1" JOINT SEALANTMATERIALBUILDING WALL, LIGHT POLEBASE, CANOPY COLUMN ORSIMILARSEE DETAIL 'B'EXPANSION JOINTPREFORMED RESILIENT JOINTMATERIAL1" EXPANSION JOINTSECTION A-ANOT TO SCALEDETAIL ANOT TO SCALE1/4"+/-1/8"1 1/4"+/-1/4"DETAIL BNOT TO SCALEJOINT FILLERSEE DETAIL 'A'PAVEMENT JOINT DETAILS (3 OF 3)SCALE: 38" = 1'-0"TYPE TWO SIGN ASSEMBLYSCALE: 38" = 1'-0"TYPE ONE SIGN ASSEMBLY6" PCCEXISTING SUBGRADESCARIFIED ANDRECOMPACTED SUBGRADE6" PCC CONCRETE6" AGGREGATESEE SITE PLAN FOR PAVINGTYPE AND THICKNESS, TYPCOMPACTEDSUBGRADE, TYPSIGNAGESEE SITE PLAN, TYPCONCRETE FOOTINGVERIFY WITH STATE AND LOCAL CODES MIN. CLEAR FINISH GRADE2" REVEAL ABOVE FINISH GRADE,ATTACH POST TO SLEEVE WITHCORNER BOLT, TYP2" SQUARE, 12 GAUGE STEELTUBING2 14"x 2 14" SQUARE, 12 GAUGESTEEL TUBINGINSERT 2" POST INTO 2 14"POST, 12" MINIMUMTHANK YOU AND WELCOMESIGNS TO BE ORDERED FROM:SIGNBOOK@HY-VEE.COM,CENTER IN FRONT OF EACHSPACESIGNAGE,ORDER FROM:SIGNBOOK@HY-VEE.COMA. 2 SIGNS ON SAME POST'STOP' UPPER AND 'THANKYOU' LOWERB. 'WELCOME' SINGLE SIGNCONTRACTOR TO VERIFY SIGNGRAPHICS AND INSTALLATIONWITH STATE AND LOCAL CODESCOMPACTEDSUBGRADE, TYP24"x"24" WHITE LETTERING ONRED BACKGROUND, ORDER FROM:SIGNBOOK@HY-VEE.COMA. 'STOP' SINGLE SIGNB. 'DO NOT ENTER' ON SAME SIGN POST AS'STOP' SIGN(OPPOSITE SIDE)STOP AND DO NOT ENTERSIGNS PER STATE AND LOCALCODEShappiereasierhealthierfor shoppingThank YoueasierhealthierhappierWelcome to2" SQUARE, 12 GAUGE STEELTUBING2" REVEAL ABOVE FINISH GRADE,ATTACH POST TO SLEEVE WITHCORNER BOLT, TYP2 14"x 2 14" SQUARE, 12 GAUGESTEEL TUBINGINSERT 2" POST INTO 2 14"POST, 12" MINIMUMCONCRETE FOOTINGMIN.CLEAR BUILDING WALL,SEE ARCHITECTURAL PLANS6"x8" METAL DOWNSPOUT,SEE ARCHITECTURAL PLANSOFFSET METAL DOWNSPOUTAS REQUIRED12"Ø PVC PIPE CAP TO FIT DUCTILE IRONPIPE. CUT RECTANGULAR HOLE FOR METALDOWNSPOUT. PAINT W/ELASTOMETRIC PAINTTO MATCH DOWNSPOUTANCHOR TO CONCRETE WALL & PAINT TOMATCH DOWNSPOUT12"Ø DUCTILE IRON PIPE RISER TO TOP OFCONCRETE FOUNDATION. PAINT TO MATCHMETAL DOWNSPOUTTRANSITION COUPLING FROM PVC TODUCTILE IRONCONCRETETHRUST BLOCKFITTINGS AS NECESSARY TO AVOIDFOOTINGPVC PIPE &TEE INSTALLEDPVC PIPE 12"SEAL JOINTREMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION WAUKEE FAST & FRESH 2855 GRAND PRAIRIE PARKWAYDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYC6.2CONSTRUCTIONDETAILSH:\STORES\Waukee Fast & Fresh\Waukee Fast & Fresh Site Planning\Working Files\CAD Files\Design\200309 Waukee Fast and Fresh ASI #3.dwg, 3/9/2020 3:46:14 PM, _AutoCAD PDF (General Documentation).pc3,1:1 BERM SHOWN IS TYPICAL FOR SLOPES FLATTER THAN 3:1.FOR STEEPER SLOPES, INCREASE BERM SIZE AS DIRECTEDBY THE ENGINEER.PLACE BERM IN UNCOMPACTED WINDROWPERPENDICULAR TO THE SLOPE AT LOCATIONS SPECIFIEDIN THE CONTRACT DOCUMENTS.FILTER SOCK DIAMETER AS SPECIFIED IN THE CONTRACTDOCUMENTS.WATERFLOWSECTION VIEW AT STREETFOR PERIMETER CONTROL ALONG STREETFILTER SOCKWATERFLOWPLACE ADDITIONALFILTER MATERIAL ORSOIL TO FILL THE SEAMBETWEEN THE TUBEAND THE GROUNDPLAN VIEW OF SLOPEFOR SEDIMENT AND SLOPE CONTROLPLACE BERMOR SOCKPERPENDICULARTO SLOPEDISTURBEDAREASTAKE, TYPCONSTRUCT "J-HOOK" AT EACHEND ON AND INDIVIDUALSECTION OF SOCK OR BERMMA XFILTER MATERIALMA X I M U M L E N G T H P E R S E C T I O N 60 0 ' - 0 " I F S L O P E I S F L A T T E R TH A N 5 %DIRECT IONOF FLOWWATERFLOW11FILTER BERMAREA TO BEPROTECTEDFILTER MATERIALSTAKE600'-0" IF SLOPE IS FLATTER THAN 5%TYPICAL SILT FENCE INSTALLATION ONLONGITUDINAL SLOPESPLAN VIEWINSTALL PARELLEL TOGROUND CONTOURSINSTALL "J-HOOK" AT EACH ENDOF AN INDIVIDUAL SECTION OFSILT FENCEGROUND CONTOURSHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 3/8" = 1'-0"REVISIONBYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 3/8" = 1'-0"REVISIONBYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED REVISIONBYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 3/8" = 1'-0"REVISIONBYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 3/8" = 1'-0"REVISIONBYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 3/8" = 1'-0"REVISIONBYDATEFILTER BERM AND FILTER SOCKTHICKNESS ASSPECIFIED(6" MINIMUM)111ENTRANCE LENGTH: 50' MINIMUM (30' FOR SINGLE FAMILYRESIDENTIAL), OR AS SPECIFIED IN THE CONTRACTDOCUMENTS. LENGTH OF ENTRANCE MAY BE INCREASEDIF SEDIMENT TRACK-OUT OCCURS110' -0 " M IN LENGTH20' -0 " M INSTABALIZED CONSTRUCTION ENTRANCE/EXITFORESLOPEBACKSLOPEPOST SPACING1VARIABLE (20'-0" FOR A NORMAL 10'-0" WIDE DITCH)TYPICAL SILT FENCE DITCH CHECKINSERT 12 INCHES OF FABRIC A MINIMUM OF6 INCHES DEEP (FABRIC MAY BE FOLDEDBELOW THE GROUND LINE)1ATTACHMENT TO POSTFABRICWIRE ORCABLE TIESPOSTSILT FENCE 1 OF 3SILT FENCE 2 OF 3TYPICAL SILT FENCE INSTALLATION ONLONGITUDINAL SLOPESPROFILE VIEWGROUND LINEFABRICWATERFLOW11'T' STEEL FENCE POST 4'-0" MIN GROUND LINEFABRIC2DETAILS OF SILT FENCE ON LONGITUDINALSLOPES1INSERT 12 INCHES OF FABRIC A MINIMUM OF6 INCHES DEEP (FABRIC MAY BE FOLDEDBELOW THE GROUND LINE)REDUCE POST SPACING TO 5'-0" AT WATERCONCENTRATION AREAS, OR AS REQUIREDTO ADEQUATELY SUPPORT FENCE12SILT FENCE 3 OF 3SCALE: 3/8" = 1'-0"SCALE: 3/8" = 1'-0"BEDDING CLASSESLoose, suitable backfill materialor undisturbed material withbell shapePRESSURE PIPE TRENCH BEDDING 1 OF 2PRESSURE PIPE TRENCH BEDDING 2 OF 2CLASS P-1CLASS P-2CLASS P-3Class I BeddingMaterialODODOD1 12"1"12"No.4No.8100SIEVEPERCENTPASSING0-1095-10025-600-51KEYOD = Outside diameter of pipeTW = Trench width at top of pipeMin. = OD + 18 inchesd = Depth of bedding material below pipe: OD/8 or 4 inches (whichever is greater)PLACE REMAINDER OF BEDDING AND BACKFILLMATERIAL AS SPECIFIED IN THEGEOTECHNICAL REPORT. SAMPLES ORBACKFILL MATERIAL SHALL BE SUBMITTED TOAND APPROVED BY THE GEOTECHNICALENGINEER PRIOR TO PLACEMENT. FROZENMATERIAL SHALL NOT BE USED AND MATERIALSHALL BE FREE OF ORGANIC MATTER ANDDEBRIS. BACKFILL SHALL BE PLACED IN 9"LOOSE LIFTS AND COMPACTED TO 98% OF THEMATERIALS MAXIMUM STANDARD PROCTERDRY DENSITY.40'40'40'36'31'26'23'20'18'16'13'13'13'13'13'PipeDiameter(inches)468101214161820243036424854Class F-1BeddingClass F-2BeddingClass F-3BeddingALLOWABLE BURY DEPTHDUCTILE IRON, AWWA C151, CLASS 5240'40'40'40'40'40'37'34'32'29'23'22'21'19'19'40'40'40'40'40'40'40'40'40'38'31'30'29'27'27'19'19'19'19'19'19'19'19'19'19'PipeDiameter(inches)23'23'23'23'23'23'23'23'23'23'46810121416182024Class P-1BeddingClass P-2BeddingClass P-3Bedding40'40'40'40'40'40'40'40'40'40'PVC, AWWA C900 & C905, DR183HY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDDATEREVISIONBYHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDREVISIONBYDATE #4 BARS AT15" O.C.EACH WAYADJUSTMENTRINGS FORM GRADESW-604 TYPE6 CASTINGSLOPE 12" PER FOOT #4 BARSINVERT6" MINDIAGONALBAR, TYPBASESHORT WALLINSTALL FOUR #4 DIAGONALBARS AT ALL PIPE OPENINGS.CAST-IN-PLACE BASESHOWN. IF BASE ISPRECAST INTEGRAL WITHWALLS, THE FOOTPRINT OFTHE BASE IS NOT REQUIREDTO EXTEND BEYOND THEOUTER EDGE OF THE WALLS.12" MIN WALL HEIGHT ABOVEALL PIPES.LOCATION STATIONSW 604 TYPE 6 CASTINGSHORT WALL AA#4 BARS AT12" O.C.EACH WAYSECTION A-APLAN12213SW 604 TYPE6 CASTINGPipeLocationShort WallLong WallPrecastStructure15"24"Cast-in-placeStructure18"30"MAXIMUM PIPE DIAMETERSLONG WALLSCALE: 3/8" = 1'-0"SINGLE GRATE INTAKE (SUDAS SW-511)REMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION WAUKEE FAST & FRESH 2855 GRAND PRAIRIE PARKWAYDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYC6.3CONSTRUCTIONDETAILSH:\STORES\Waukee Fast & Fresh\Waukee Fast & Fresh Site Planning\Working Files\CAD Files\Design\200309 Waukee Fast and Fresh ASI #3.dwg, 3/9/2020 3:46:24 PM, _AutoCAD PDF (General Documentation).pc3,1:1 HY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED REVISIONBYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: NTSREVISIONBYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: NTSREVISIONBYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED REVISIONBYDATESCALE: NTSREVISIONBYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: NTSREVISIONBYDATETHRUST BLOCK 1 OF 5 (SUDAS WM-101)THRUST BLOCK 2 OF 5 (SUDAS WM-101)DATEFLEXIBLE GRAVITY PIPE TRENCH BEDDING 1 OF 4 (SUDAS SW-103)FLEXIBLE GRAVITY PIPE TRENCH BEDDING 2 OF 4 (SUDAS SW-103)HY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDREVISIONBYDATEHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDREVISIONBYHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDREVISIONBYDATE BendsFittingThrust Block18'' min.4590MINIMUM BEARING SURFACE (sf)Water MainDBENDSTYPICAL SECTIONBearing Surface(See Table)Diameter ofPipe, D(inches)Extend thrust blocks to undisturbed soil. Excavation into trench wall may benecessary.Form vertical surfaces of poured concrete thrust blocks except on bearingsurface.Encase all fittings in polyethylene wrap. Do not allow concrete to directly contactjoints or fitting bolts.Tees andDead Ends11142212Minimum surface area based on water pressure of 150 psi and allowable soilpressure of 1,000 psf.4681012141618202430363610152128364555781201731123457911152434124681114172131476724711162127344260921324814212939506378111171244Undisturbed SoilTEESCROSSESDEAD ENDSSCALE: NTSTHRUST BLOCK 3 OF 5 (SUDAS WM-101)ELEVATIONAACHANGES IN PIPE DEPTHPossible Pipeor StructureElbows withRestrained JointsStraps18'' min.24''min.Thrust BlockAnchor BlockHookSECTION A-A34 Depth of ConcreteTurnbuckleDEAD ENDS (ALTERNATE METHOD)PLANBBUse only when allowed by the Engineer, or when specified in the contractdocuments.Mechanical JointRestrained CapRetainer GlandPossibleValve18'' min.Min. 1.5 x DTrenchDSECTION B-BRetainer GlandMin. 1.5 X DMin. 1.5 X DSCALE: NTSTHRUST BLOCK 5 OF 5 (SUDAS WM-101)SCALE: NTSTHRUST BLOCK 4 OF 5 (SUDAS WM-101)BEDDING CLASSES4'' min.CLASS F-2CLASS F-111TWTWClass IBeddingMaterial4'' min.ODClass I Bedding MaterialODALLOWABLE BEDDING CLASSESPIPE MATERIALF-1, F-2, F-3Not allowedF-3F-3CLASS F-311STORM SEWERSANITARY SEWERDuctile IronHDPEPolypropylenePVCKeyODTW==Outside diameter of pipeTrench width at top of pipe:Min. = OD+18 inches OR 1.25xOD+12 inches(whichever is greater)TWClass IBeddingMaterial4'' min.OD12"2Place remainder of bedding and backfill materials as specifiedin the contract documents.Minimum depth of bury 12 inches or as specified by themanufacturer.F-1, F-2, F-3F-2, F-3F-2, F-3F-2, F-3SDR 35SDR 35Solid WallSolid WallPVC PIPEPipeDiameter(in)SDR 23.5SDR 26ASTM D 303430'28'32'24'24'30'30'30'28'28'28'32'32'32'24'24'24'24'24'24'24'24'24'24'24'24'24'24'24'24'24'24'24'24'24'24'24'24'24'24'24'24'24'ALLOWABLE BURY DEPTHASTMF 679ASTMF 949ASTMF 1803Corrug.ExteriorASTMD 2680ClosedProfile Composite(Truss Type)810121518212427303336424854602POLYPROPYLENE PIPEPipeDiameter(in)PipeDiameter(in)ASTMF 2764PipeDiameter(in)25'22'20'22'21'129'31'40'40'151824303642485428'25'23'37'34'32'HDPE PIPE1215182430368'605427'20'18'18'17'16'16'29'23'22'21'19'19'24'DUCTILE IRON, AWWA C151, CLASS 52Class F-1BeddingClass F-2BeddingClass F-3BeddingAASHTOM 294468101214161820243036424837'40'40'40'40'40'40'40'40'40'27'29'30'31'38'40'40'40'40'40'40'40'40'9'9'9'9'8'8'8'8'22'23'21'21'42485460ALLOWABLE BURY DEPTH2SCALE: NTSFLEXIBLE GRAVITY PIPE TRENCH BEDDING 3 OF 4 (SUDAS SW-103)SCALE: NTSFLEXIBLE GRAVITY PIPE TRENCH BEDDING 4 OF 4 (SUDAS SW-103)REMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION WAUKEE FAST & FRESH 2855 GRAND PRAIRIE PARKWAYDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYC6.4CONSTRUCTIONDETAILSH:\STORES\Waukee Fast & Fresh\Waukee Fast & Fresh Site Planning\Working Files\CAD Files\Design\200309 Waukee Fast and Fresh ASI #3.dwg, 3/9/2020 3:46:29 PM, _AutoCAD PDF (General Documentation).pc3,1:1 CONCRETE SLAB PER PLAN VERIFYALL FINISH FLOOR REQUIRMENTSON ARCHITECTURAL SHEETSEXTERIOR WALL BEYONDISOLATION JOINTMATERIAL& SEALANTSLOPE 1/4"/FT.PCC SIDEWALK12" DEPTH CLEAN34" - 1-1/2" AGGREGATESEE STRUCTURAL PLANSFOR FOUNDATIONINFORMATION4" PERFORATED PVC DRAINTILE WITH FILTER SOCK,DRAIN TO STORMPARKINGSLABTIED EXPANSIONJOINTENGINEERING FABRIC SHALLBE CONTECH C-40NW ORGEOTEX 401 OR EQUALHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED REVISIONBYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED REVISIONBYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED REVISIONBYDATESCALE: NTSREVISIONBYDATEHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED SCALE: 38" + 1'-0"REVISIONBYDATEENTRANCE STOOP SECTION, TYPTHRUST BLOCK 2 OF 5 (SUDAS WM-101)SCALE: 1"=1'-0"ENLARGED FUEL TABLE ROLL CURBSCALE: NTSFUEL TABLE ROLL CURBCANOPY JOINTING LAYOUTSCALE: 1"=1'-0"4" PERFORATED PVC DRAINTILE W/FILTER SOCK, DRAINTO STORMENGINEERING FABRIC SHALLBE CONTECH C-40NW ORGEOTEX 401 OR EQUAL12" DEPTH CLEAN 34" - 112" ØAGGREGATE1" EXPANSION JOINTPCC SIDEWALKPARKINGSLABBUILDING FACENOTE:1. ADDITIONAL ROCK REQUIRED @ STOOPS,SEE STRUCTURAL PLANS2. AGGREGATE TO BE PLACED BELOW ENTIREEXTENT PLUS 1 FOOT BEYOND ALL COLOREDCONCRETETIED EXPANSIONJOINTSUBGRADE AS SPECIFIEDTOPOF TILESEE STRUCTURAL PLANSFOR FOUNDATIONINFORMATIONEXISTING HEAVYDUTY PCCEXISTING MANWAYSEE ELEVATION PROVIDEDCLEXISTING GRADEROLL CURBREINFORCED CONCRETE,SEE DETAIL THIS PAGESUMPCASTINGEXPANSION JOINT,SEE DETAILTIEDCONTRACTIONJOINTCONTRACTION JOINT,TYPE 'C', TYPHEAVY DUTY PCC, TYPFUEL DISPENSER, TYPHORSE SHOE BOLLARD, TYPCANOPY COLUMN, TYP20K10K10KUNLDIESSUP14KPRESUP6KTYPTYPTYPTYPTYPTYPTYPEXISTING MANWAY, TYPCLCLCLROLL CURB, SEE DETAILBELOWEXISTING GRADESEE ENLARGEDDETAIL THIS PAGE0"EXISTING GRADE +4"EXISTING GRADE +6"0"EXISTING GRADE +4"EXISTING GRADE +6"EXISTING MANWAY, TYP0"EXISTING GRADE +4"EXISTING MANWAY, TYPROLL CURB, SEE DETAILBELOWEXISTING GRADE +6"0"EXISTING GRADE +4"EXISTING GRADE +6"EXISTING MANWAY, TYP6" OFFSET FROMBACK OF CASTING, TYP6" OFFSET FROMBACK OF CASTING, TYPREMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935LOCATION WAUKEE FAST & FRESH 2855 GRAND PRAIRIE PARKWAYDRAWN BYDATESCALESHEETREVISIONS DATE DRAWN BYC6.5CONSTRUCTIONDETAILSH:\STORES\Waukee Fast & Fresh\Waukee Fast & Fresh Site Planning\Working Files\CAD Files\Design\200309 Waukee Fast and Fresh ASI #3.dwg, 3/9/2020 3:46:38 PM, _AutoCAD PDF (General Documentation).pc3,1:1 MAIN LEVEL +0"EL:+ LOW PARAPET T.O. STUD +18'-0"EL:+ HIGH PARAPET T.O. STUD +23'-0"EL:+ 2 34 1 122 1 11 11 SIGN APPROVED BY COFFEE VENDOR INSTALLED BY G.C. SIGN VENDOR EMERGENCY SHUT-OFF FECEMERGENCY SHUT-OFF EMERGENCY PHONE KNOX BOX 2'0" HIGH "HY-VEE" CHANNEL LETTERS, RED ACRYLIC FACES AND RED RETURNS, RED TRIM CAPS. 3'2" HIGH FAST & FRESH GREEN CHANNEL LETTERS. DARK GREEN "FAST" TO MATCH PMS 363, LIGHT GREEN "& FRESH TO MATCH PMS 2292. TRIM CAPS AND RETURNS PAINTED TO MATCH FACES. WHITE LED'S FEC PWH 2 PWH 3 24'-1"6'-6"8'-1"3'-8"MAIN LEVEL +0"EL:+ LOW PARAPET T.O. STUD +18'-0"EL:+ HIGH PARAPET T.O. STUD +23'-0"EL:+ 4 2 1 1 SIGN APPROVED BY COFFEE VENDOR INSTALLED BY G.C. SIGN VENDOR MAIN LEVEL +0"EL:+ LOW PARAPET T.O. STUD +18'-0"EL:+ HIGH PARAPET T.O. STUD +23'-0"EL:+ SIGN APPROVED BY COFFEE VENDOR INSTALLED BY G.C. SIGN VENDOR 2 3 4 1 2 1 1 1 1 1 3 LADDERPORT ACCESS SYSTEM DOWNSPOUT & SCUPPERDOWNSPOUT & SCUPPER 212'-0"3'-8" MAIN LEVEL +0"EL:+ LOW PARAPET T.O. STUD +18'-0"EL:+ HIGH PARAPET T.O. STUD +23'-0"EL:+ 3 1 1 2'0" HIGH "HY-VEE" CHANNEL LETTERS, RED ACRYLIC FACES AND RED RETURNS, RED TRIM CAPS. 3'2" HIGH FAST & FRESH GREEN CHANNEL LETTERS. DARK GREEN "FAST" TO MATCH PMS 363, LIGHT GREEN "& FRESH TO MATCH PMS 2292. TRIM CAPS AND RETURNS PAINTED TO MATCH FACES. WHITE LED'S SPANDREL GLAZING 3 1 2 2 SIGN APPROVED BY COFFEE VENDOR INSTALLED BY G.C. SIGN VENDOR 21'-9"5'-10"SPANDREL GLAZING FDC 1 2 DIGITAL FUEL PRICING SIGNAGE (NORTH ELEVATION ONLY) 1111 SIGNAGE, NORTH SIDE ONLY 1 168'-0"16'-0" 3'-6" 28'-0" 2'-8" TYP 2'-2"8'-0" 1 2 1 1 DIGITAL FUEL PRICING SIGNAGE (WEST ELEVATION ONLY) ACCESS PANEL LOCATED ON INSIDE FACE OF COLUMN, TYP 14'-0" 2'-8" TYP 28'-0" 1 1 BOLLARD, SEE CIVIL DWGS METAL DOORS TO MATCH COPING NORTH ELEVATION 2,400 SF 784.5 SF 32.6% EAST ELEVATION 1016.2 SF 174.6 SF NO REQUIREMENT SOUTH ELEVATION 2,400 SF 12 SF NO REQUIREMENT WEST ELEVATION 1016.2 SF 305.4 SF 30.0% FENESTRATION CALCULATIONS ELEVATION: TOTAL SF GLAZING % OF GLAZING STOREFRONT NOTES 1. STOREFRONT FRAMING TO BE THERMALLY BROKEN, KAWNEER 451T OR COMPARABLE PRODUCT FROM VISTAWALL ARCHITECTURAL PRODUCTS OR EFCO CORP. 2. ALUMINUM ENTRANCE DOORS TO HAVE 6" WIDE TOP & SIDE RAILS & 10" BOTTOM RAIL W/ BEVELED STOPS. 3. ALUMINUM FINISH TO BE CLEAR ANODIZED ALUMINUM. 4. INTERIOR FRAMES ARE NOT REQUIRED TO BE THERMALLY BROKEN. GLASS & GLAZING: VISION GLASS: 1" CLEAR ANNEALED INSULATING GLAZING UNIT, LOW-E #2 SURFACE 1 VISION GLASS: 1" CLEAR TEMPERED INSULATING GLAZING UNIT, LOW-E #2 SURFACE 1A VISION GLASS: 5/8" CLEAR TEMPERED INSULATING GLAZING UNIT, LOW-E #2 SURFACE 3 BASIS OF DESIGN: SOLARBAN 60 SOLAR CONTROL LOW-E GLASS WITH ARGON GAS VISION GLASS: 1/4" CLEAR FLOAT GLASS4 VISION GLASS: 1/4" CLEAR TEMPERED FLOAT GLASS4A MASONRY UNITS: 1 BRICK: KANSAS BRICK & TILE COLOR: 500 CLASSIC SIZE: MODULAR BOND: RUNNING MORTAR: GRAY 2 BRICK: KANSAS BRICK & TILE COLOR: 500 MOHAGANY SIZE: MODULAR BOND: RUNNING MORTAR:MATCH SOLOMON 20H "DARK BUFF" GLASS & GLAZING: VISION GLASS: 1" CLEAR ANNEALED INSULATING GLAZING UNIT, LOW-E #2 SURFACE 1 VISION GLASS: 1" CLEAR TEMPERED INSULATING GLAZING UNIT, LOW-E #2 SURFACE 1A VISION GLASS: 5/8" CLEAR TEMPERED INSULATING GLAZING UNIT, LOW-E #2 SURFACE 3 CLADDING & CANOPIES: ALUMINUM CANOPY STRUCTURE BY DIVISION 8 COLOR:MATCH FIRESTONE UNA-CLAD "CHARCOAL GRAY" HORIZONTAL CLADDING: STONEWOOD COLOR: MATCH SHERWIN-WILLIAMS "SUMMIT GRAY" HORIZONTAL CLADDING: STONEWOOD COLOR: MATCH PPG "UP IN SMOKE" HORIZONTAL CLADDING: STONEWOOD COLOR: "AGED OAK" METAL TRIM COLORS: PREFINISHED METAL WALL CAP COLOR: MATCH FIRESTONE UNA-CLAD "CHARCOAL GRAY" 1 PREFINISHED 0.40 ALUMINUM PANELS COLOR: MATCH SHERWIN-WILLIAMS "CONSERVITIVE GRAY" 2 1 2 3 4 BASIS OF DESIGN: SOLARBAN 60 SOLAR CONTROL LOW-E GLASS WITH ARGON GAS CUT LIMESTONE THICKNESS: 2" 3 PREFINISHED CORRUGATED STEEL PANELS FIRESTONE UNA-CLAD OMEGA-VR COLOR: "CHARCOAL GRAY" 3 NORTH ELEVATION 118 FT 118 SF 186 SF EAST ELEVATION 57'-4" FT 57 SF 0 SF SOUTH ELEVATION 118 FT 118 SF 44 SF WEST ELEVATION 57'-4" FT 57 SF 127 SF GAS CANOPY NORTH 126 FT 126 SF 66 SF GAS CANOPY WEST 28 FT 28 SF 49 SF SIGNAGE CALCULATIONS ELEVATION: BUILDING FRONTAGE ALLOWED SIGNAGE SF PROVIDED SIGNAGE SF DATE:DRAWN: SCALE:JOB NUMBER: SHEET: PROJECT NORTH EMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935RLOCATION:REVISION DATE BY TRUE NORTH As indicated \\engineeringfs1\departments3\engineering\stores\STORES\Waukee Fast & Fresh\Waukee Fast &Fresh\Dwgarch\Waukee F&F - Central - R19.rvtA6.0A DECEMBER 2019Author EXTERIOR ELEVATIONSWaukee, IA Fast & Fresh2855 Grand Prairie Pkwy, Waukee, IA 50263SCALE:1/8" = 1'-0" NORTH ELEVATION1 SCALE:1/8" = 1'-0" EAST ELEVATION2 SCALE:1/8" = 1'-0" SOUTH ELEVATION3 SCALE:1/8" = 1'-0" WEST ELEVATION4 SCALE:1/8" = 1'-0" GAS CANOPY NORTH ELEVATION (SOUTH SIMILAR5 SCALE:1/8" = 1'-0" GAS CANOPY WEST ELEVATION (EAST SIMILAR)6 SCALE:1/4" = 1'-0" TRASH ENCLOSURE FRONT7SCALE:1/4" = 1'-0" TRASH ENCLOSURE SIDE8