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Home My WebLink About2018-01-02-J18 Hy-Vee Fast & Fresh_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: January 2, 2018 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Hy-Vee Fast & Fresh (2855 Grand Prairie Parkway) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: Hy-Vee, Inc., requests approval of a site plan to allow for the construction of a 10,600 square feet gas station/convenience store. The store will feature gas pumps, a restaurant, and convenience items sales. The subject property is 2.06 acres in area located south of SE Esker Ridge Drive and east of Grand Prairie Parkway. In addition to the proposed building, the site plan identifies parking, landscaping, monument signage, trash enclosure, and pedestrian paths. The applicant has provided elevations for proposed building on the site which meet the intent of the architectural guidelines within the Kettlestone Design Guidelines. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this project at the December 28, 2017 Commission Meeting and recommended approval subject to remaining staff comments: Approval of a Site Plan for Hy-Vee Fast & Fresh [2855 Grand Prairie Parkway] City Planner, Melissa DeBoer, introduced the request for approval of a site plan for commercial development made by the applicant Hy-Vee, Inc. The subject property is generally located east of Grand Prairie Parkway and south of SE Esker Ridge Drive and contains approximately 2.06 acres. The project involves the construction of a single-story, Hy-Vee convenience store that is proposed to be 10,600 square feet in area along with a fuel canopy and 12 fuel pumps. The proposed building will include a Starbucks store, without a drive-thru. There will be two access drives to this site from the private street located along the east side of the site. The driveway located on the south of the site is a shared access. The Kettlestone Development parking requirements are being met with a total of 89 parking spaces and three bicycle racks being provided. A five foot wide sidewalk will be constructed on the north side of the site along SE Esker Ridge Drive and an existing 10 foot wide trail runs north and south along Grand Prairie Parkway. This site will be serviced with all public utilities, with storm water detention provided through intakes throughout the site and also through a shared detention basin located on the lot just to the south of the subject property. Ms. DeBoer stated that based on the Kettlestone design guidelines, the minimum amount of open space required for this property is 15%, however, at this time the applicant is only providing 11%. City Staff will continue to work with the applicant in order to get the minimum required 15% open space on J18 this site. The applicant has provided the required number of plantings for this site as well as the street trees along SE Esker Ridge Drive per the Kettlestone Design Guidelines. The elevations of the building are proposed to be constructed of brick, fiber cement siding, an aluminum canopy, and vision and spandrel glass. The trash enclosure will be constructed of the same brick to match the building and the gate will consist of corrugated steel panel. The fuel canopy columns also include brick to match the building. At this time Staff recommends approval of the site plan for Hy-Vee Fast & Fresh subject to the site meeting the 15% minimum open space requirement and any remaining staff comments. • Commissioner Fontenot questioned the location of the access and private drive. Ms. DeBoer pointed out the access on the east side of the building that contains two driveway off of it into the Hy-Vee Fast & Fresh site. • Commissioner Stonebrook questioned if this will be a new prototype. Jeff Stein, Project Engineer with Hy-Vee, said that this is a new prototype for Hy-Vee and that they have a couple other locations they are working on throughout the Des Moines metro area. Commissioner Schmidt moved to approve the request for a site plan for Hy-Vee Fast & Fresh. Commissioner Streit seconded the motion. Ayes: Stonebrook, Fontenot, Streit, Broderick, Hoifeldt, and Schmidt. Nays: None. Motion Carries. STAFF REVIEW AND COMMENT: Staff is working with the applicant to address the last few comments. Staff recommends approval subject to remaining staff comments. RECOMMENDATION: Approve the resolution subject to remaining staff comments. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan & Elevations PREPARED BY: Andy Kass, Senior Planner REVIEWED BY: THE CITY OF WAUKEE, IOWA RESOLUTION 18- 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 December 28, 2017; AND, WHEREAS, the Site Plan for Hy-Vee Fast & Fresh is in general conformance with §304 – 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 §301.27(A) – Landscaping and Open Space Ordinance of the Waukee Municipal Code; AND, NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this 2nd day of January, 2017 that the Site Plan for Hy-Vee Fast & Fresh is approved subject to remaining staff comments. ____________________________ William F. Peard, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk ROLL CALL VOTE AYE NAY ABSENT ABSTAIN Anna Bergman R. Charles Bottenberg Courtney Clarke Shelly Hughes Larry R. Lyon STAFF REPORT TO: Planning and Zoning Commission PREPARED BY: Melissa DeBoer RE: Hy-Vee Fast & Fresh – Site Plan DATE: December 28, 2017 GENERAL INFORMATION: Applicant: Hy-Vee, Inc. Requested Action Site Plan Approval 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. LAND USES AND ZONING: Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Undeveloped Kettlestone Retail Community K-RC North Office (Holmes Murphy) Kettlestone Office K-OF South Undeveloped Kettlestone Retail Community K-RC East Undeveloped Kettlestone Retail Community K-RC West Undeveloped Kettlestone Retail Community K-RC BACKGROUND: The subject property is located east of Grand Prairie Parkway and south of SE Esker Ridge Drive, just north of Ashworth Road, and contains 2.06 acres. The applicant, Hy-Vee, Inc., is requesting approval of a site plan in order to construct a gas station and convenience store. December 22, 2017 2 of 3 ABOVE: Aerial of the site plan (outlined in RED) in relation to the surrounding properties. PROJECT DESCRIPTION: The project involves the construction of a single-story, Hy-Vee convenience store that is proposed to be 10,600 square feet in area along with a fuel canopy and 12 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. 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. The K-RC zoning district requires one parking space per 250 square feet of retail/office space. The proposed use requires 42 parking spaces and the site plan identifies a total of 89 parking spaces being provided. Three bike racks have been provided on the west side of the site, close to the trail, 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. An existing 10 foot wide trail fronting the subject property runs along Grand Prairie Parkway. A private sidewalk will be constructed along the east side of the site to provide a future connection to the property located to December 22, 2017 3 of 3 the south. The applicant has provided pedestrian connections from both the trail along the west side of the site and from the sidewalk along the north side of the site. 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 north of the building as there will be a commercial kitchen on-site. Water service will be provided from the water main located on the east side of the site. Storm water will be collected into intakes located throughout the property and taken to the storm sewer main located at the south of the site. OPEN SPACE AND LANDSCAPING: A minimum of 20% of the project area is required to be open space. However, the Kettlestone Design Guidelines allow for reductions in open space if the applicant provides land for regional storm water detention. The property owner has dedicated regional storm water detention between this lot and the lot to the south and qualifies for a 5% reduction in open space. The minimum amount of open space required is 15%. The applicant has provided only 11% at this time, but City Staff will continue to work with the applicant in order to get the minimum required 15% of open space on this site. 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, fiber cement siding, an aluminum canopy system, and vision and spandrel glass windows. The trash enclosure will be proposed of the brick to match the building and the gate will consist of corrugated steel panels. The fuel canopy elevations consist of aluminum panels and the fuel canopy columns include the brick to match the building. STAFF RECOMMENDATION: At this time staff would recommend approval of the site plan subject to the site meeting the 15% minimum open space requirement and any other remaining staff comments. CITY OF WAUKEE Melissa DeBoer, AICP Planner II EMPLOYEE OWNED FOOD STORESSITE PLAN AND CONSTRUCTION DOCUMENT PACKAGEPLANS 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 ENGINEERINGTONY HANSON515-978-7920PUBLIC WORKSJOHN GIBSON515-978-7920FIRE 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 SCALEREVDATEDESCRIPTION 10/24/2017CITY SUBMITTAL11/14/2017CITY RESUBMITTAL12/21/2017CITY RESUBMITTALCITY RESUBMITTAL: 12.21.17 SHEET 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 EROSION CONTROL PLANC4.0 UTILITY PLANC4.1 PHOTOMETRIC PLANC5.0 PLANTING AND IRRIGATION NOTESC5.1 PLANTING PLANC6.0 CONSTRUCTION DETAILSC6.1 CONSTRUCTION DETAILSC6.2 CONSTRUCTION DETAILSC6.3 CONSTRUCTION DETAILSC6.4 CONSTRUCTION DETAILSC6.5 CONSTRUCTION DETAILSC0.0PROJECTLOCATIONS.E. LA GRANT PARKWAY SUGAR CREEK DRIVE GRAND PRAIRIE PARKWAY INTERSTATE 80ASHWORTH ROADASHWORTH ROADJORDAN CREEK PARKWAY S.E. UNIVERSITY AVENUEUTE AVENUEOWNERARACC/O KURT BREWER12605 TANGLEWOOD DRIVEURBANDALE, IOWA \\CORPFS-V\Departments3\Engineering\Stores\STORES\Waukee Fast & Fresh\Site Planning\Working Files\CAD Files\Design\171219 Waukee FF v8 - Shared Drive.dwg, 12/21/2017 3:06:13 PM, 1:1 OUTLOT 'V'S.E. ESKER RIDGE DRIVEGRAND PRAIRIE PARKWAY RELOCATE EXISTINGHYDRANT6" FIRE2" DOMESTIC6" VALVE2" VALVE6" WATER2AP2MH: 20AP3MH: 20AP3MH: 20AP3MH: 20REMPLOYEE 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 \\CORPFS-V\Departments3\Engineering\Stores\STORES\Waukee Fast & Fresh\Site Planning\Working Files\CAD Files\Design\171219 Waukee FF v8 - Shared Drive.dwg, 12/21/2017 3:06:17 PM, 1:1 S.E. ESKER RIDGE DRIVEGRAND PRAIRIE PARKWAY 87 (E-10) UNLEADED 87 CLEARE-85 DIESEL UNLEADED 91 CLEARPREMIUM CONTRACTOR TO COORDINATE THEPLACEMENT AND CONNECTION OFPROPOSED AIR COMPRESSORGAS DISPENSERAND ISLAND, TYPGUARD POST ANDCANOPY COLUMN, TYPUNDERGROUND FUELSTORAGE TANKS BY OTHERSBIKE RACK BY DERO,SURFACE MOUNT - QTY 3,SEE DETAIL SHEETTYPE 4SS HC BOLLARDCENTERED IN PARKINGSTALL, TYPGREASE INTERCEPTORSEE SHEET C3.0 FORSTRIPING AND BOLLARDSPACINGZERO CURBTRANSITIONCURB, TYPRAMP PERCITY OFWAUKEE, TYPSEE DETAILREINFORCED CONCRETEPAVING OVER FUEL TANKS,SEE DETAIL6" PCC FRONT ENTRYSEE SHEET C2.1 FORDETAIL28'x220' GAS CANOPY,16' CLEARANCE4" ROLL CURB,SEE DETAILPAINT PAVEMENTSTRIPING, TYPPCC CURB ANDGUTTER, TYP12'x12' MASONRY TRASHENCLOSURE,SEEARCHITECTURAL PLANSPCC SIDEWALK,SEE DETAILPROPANEEXCHANGEICEMERCHANDISERPCC CURB ANDGUTTER, TYPPAINT PAVEMENTSTRIPING, TYPPCC CURB ANDGUTTER, TYP7" PCCZERO CURBTRANSITIONCURB, TYPALL SAW CUTJOINTS TO BECAULKED, TYPCONTRACTIONJOINT, TYPALL SAW CUTJOINTS TO BECAULKED, TYPPAINT PAVEMENTSTRIPING, TYPPCC CURB ANDGUTTER, TYPPCC CURB ANDGUTTER, TYP'STOP/THANK YOU'SIGNAGE'STOP/THANK YOU'SIGNAGESEE DETAIL FOR CANOPY PAVEMENT JOINTING PLANPAINT PAVEMENTSTRIPING, TYPPCC CURB ANDGUTTER, TYPPAINT PAVEMENTSTRIPING, TYPPCC CURB ANDGUTTER, TYPPAINT PAVEMENTSTRIPING, TYPPCC CURB ANDGUTTER, TYPPCC SIDEWALK,SEE DETAIL92 STALLS8.7/1,000PCC SIDEWALK,SEE DETAILMONUMENTSIGNAGE7" PCC7" PCC7" PCC6" PCC 6" PCC 6" PCC 6" PCC6" PCC6" PCC6" PCCPCC SIDEWALKPCC SIDEWALK PCC SIDEWALK PCC SIDEWALKPCC SIDEWALKHY-VEE GAS10,600 SFFFE = 1040.00PCC CURB ANDGUTTER, TYPPATIO WITH BLACKMONTAGE FENCETYPE 'A' DRIVEWAY PERSUDAS, SEE DETAIL7030.101PROPOSED FIREHYDRANTPAINT PAVEMENTSTRIPING, TYPRELOCATED FIREHYDRANT7" PCCEDGE OF PROPOSED PAVINGPAINT PAVEMENTSTRIPING, TYP6" PCC6" PCCCONTRACTOR TOCOORDINATE THEPLACEMENT ANDCONNECTION OFPROPOSEDTRANSFORMER6" PCCREMOTE FILL FUEL PORTSSOUTH STORM SEWER EASEMENTINSTALL 3-TYPE4END OF ROADWAY MARKERSBLACK WITH RED RETROREFLETORSTYPE OM4-2 PER MUTCDINSTALL 3-TYPE4END OF ROADWAY MARKERSBLACK WITH RED RETROREFLETORSTYPE OM4-2 PER MUTCDINSTALL 3-TYPE4END OF ROADWAY MARKERSBLACK WITH RED RETROREFLETORSTYPE OM4-2 PER MUTCD6" FIRE2" DOMESTIC6" VALVE2" VALVE6" WATER2AP2MH: 20AP3MH: 20AP3MH: 20AP3MH: 20REMPLOYEE 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 PLANPARKING REQUIREMENTS1/250 SF.REQUIRED SPACES:10,300/250 = 42PROVIDED SPACES:89BIKING REQUIRED SPACES: (3%) 90x0.03=3BIKING 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 AT KETTLESTONE NORTH, PLAT 1 AND THENORTH 12.5' OF OUTLOT 'W'.1. 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. MONUMENT SIGN WILL REQUIRE A SEPARATE SIGN PERMIT.14. FIRE DEPARTMENT ACCESS WITHIN 1OO FEET OF ALL PORTIONS OFTHE BUILDING IS REQUIRED AT THE TIME THE BUILDING BEGINSVERTICAL CONSTRUCTION.SITE PLAN NOTES1. SIDEWALKS: INSTALL WHERE INDICATED ON PLANS. ALL NEWSIDEWALK SLABS SHALL BE A MINIMUM OF 4 INCHES THICK. CONCRETETO HAVE A COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS WITH 5PERCENT AIR ENTRAINMENT AND LIMESTONE AGGREGATE-3/4"MAXIMUM SIZE. MAXIMUM SUBSTITUTION OF FLY ASH IS 15%. FLY ASHSHALL CONFORM TO ASTM C618 CLASS C. PROVIDE CONTROL JOINTSAT 6'-0" O/C MAXIMUM UNLESS OTHERWISE NOTED.2. ROADS, PARKING SURFACES, AND CURBS: INSTALL WHERE INDICATEDON PLANS. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVESTRENGTH OF 4000 PSI AT 28 DAYS WITH 5 PERCENT AIR ENTRAINMENTAND LIMESTONE AGGREGATE 1-1/2 INCH MAXIMUM SIZE. MAXIMUMSUBSTITUTION OF FLY ASH IS 15%. FLY ASH SHALL CONFORM TO ASTMC618 CLASS C. PROVIDE CONTROL JOINTS AT 12'-0" O/C (N & S)MAXIMUM UNLESS NOTED OTHERWISE.3. PERFORM CONCRETE WORK IN ACCORDANCE WITH ACI 301 AND ACI318. CONFORM TO ACI 305 DURING HOT WEATHER AND ACI 306.1DURING COLD WEATHER.4. CONCRETE FINISH: MEDIUM BROOM5. BACKER ROD: DO NOT USE BACKER ROD6. CHEM-CRETE PAVIX CCC1000: VERIFY ALL CONCRETE SURFACES ARECLEAN AND SOUND PRIOR TO APPLICATION OF THIS PRODUCT. APPLYAT AN AVERAGE RATE OF 150 TO 200 FT/GAL (3.7 TO 4.9 M/LIT) IN ONECOAT, INSTALL PER MANUFACTURES SPECIFICATIONS.INTERNATIONAL CHEM-CRETE INC., 800 SECURITY ROW, RICHARDSON,TX 75081, WWW.CHEM-CRETE.COM, (972) 238-0307.7. CURING AGENT: RESIN BASED, MEMBRANE FORMING COMPOUNDCOMPLYING WITH ASTM C309, TYPE 18. SIDEWALK JOINT SEALANT: SELF-LEVELING POLYURETHANE GUNGRADE SEALANT. COLOR: GRAY.9. ROADS, PARKING, AND CURB JOINT SEALANT: HOT POURED JOINTSEALANT COMPOSED OF PETROPOLYMERS MEETING REQUIREMENTSOF ASTM D 3405. FILL JOINTS FULL.10. CONCRETE TESTING: CORE COMPRESSIVE AND DEPTH TESTING AT10 RANDOM LOCATIONS CHOSEN BY OWNER REPRESENTATIVE ATCOMPLETION OF EXTERIOR CONCRETE WORK. TESTING SHALL BE DONEFOR COMPLIANCE WITH ACI 318 AND IN ACCORDANCE WITH ASTMC24/C42M.11. SEE ARCHITECTURAL PLANS FOR BOLLARD LOCATIONS. BOLLARDLOCATIONS MUST BE COORDINATED WITH AND APPROVED BY THEHY-VEE SITE WORK REPRESENTATIVE PRIOR TO BEGINNING WORK.12. SEE STRUCTURAL PLANS AND SOILS REPORT FOR ANY SPECIALEXCAVATION AND FILL REQUIREMENTS.13. CONTRACTOR SHALL SUBMIT A JOINTING PLAN FOR REVIEW PRIORTO FORMING PAVEMENTS.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.14. 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.PAVEMENT TYPES:7" PCC6" PCCREINFORCED PCCSIDEWALKIMPERVIOUS SURFACE CALCULATIONS:TOTAL AREA:89,648 SFIMPERVIOUS AREA:79,826 SFPERVIOUS AREA:9,822 SF\\CORPFS-V\Departments3\Engineering\Stores\STORES\Waukee Fast & Fresh\Site Planning\Working Files\CAD Files\Design\171219 Waukee FF v8 - Shared Drive.dwg, 12/21/2017 3:06:23 PM, 1:1 HY-VEE C-STORE FRONT ENTRY DIMENSION PLAN1/8"=1'-0"TYPTYPTYPTYPTYPTYPTYPBUILDING FACADETYPTYPTYPTYPTYPTYPTYPTYP S.E. ESKER RIDGE DRIVEGRAND PRAIRIE PARKWAY 87 (E-10) UNLEADED 87 CLEARE-85 DIESEL UNLEADED 91 CLEARPREMIUM TYPTYPTYP TYPVERIFY WITH ARCHITECTURAL PLANSVERIFY WITH ARCHITECTURAL PLANS TYP TYP TYPTYP TYP TYP6" FIRE2" DOMESTIC6" VALVE2" VALVE6" WATER2AP2MH: 20AP3MH: 20AP3MH: 20AP3MH: 20HY-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"REVISIONBYDATETYPICAL FENCE ELEVATIONS AND BASE PLATE DETAILS FOR END POSTHY-VEE C-STORE FRONT ENTRY PLAN1/8"=1'-0"BUILDING FACADEFROST FREE STOOP,SEE STRUCTURAL PLANSNO COLORED CONCRETE ORSCORING ON STOOP, TYPEXPANSION JOINTTRASH/ASH RECEPTACLEBY HY-VEE, TYPPCC SIDEWALKSAWCUT OR TOOLEDJOINT, TYPSEE C-STORE FRONTENTRY DIMENSION PLANEXPANSION JOINT, TYPCONTRACTION JOINT, TYPEXPANSION JOINT, TYPPAINT PAVEMENT SYMBOLS,SEE DETAILS SHEETLOADING ZONETYPE 4SS BOLLARD,TYPTYPE 4SS HC BOLLARD,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 BYC2.1FRONT ENTRYPLAN/DIMENSIONPLAN60'40'020'GRAPHIC SCALEN O R T H \\CORPFS-V\Departments3\Engineering\Stores\STORES\Waukee Fast & Fresh\Site Planning\Working Files\CAD Files\Design\171219 Waukee FF v8 - Shared Drive.dwg, 12/21/2017 3:06:32 PM, 1:1 S.E. ESKER RIDGE DRIVES.E. PARKVIEW CROSSING DR.12981011OUTLOT 'W'OUTLOT 'Z'S.E. PARKVIEW CROSSING DR.S.E. PARKVIEW CROSSING DR.OUTLOT 'Y'THE SHOPS ATKETTLESTONE NORTHPLAT 1DOLMAG E E S TA T E SPLAT 112ASHWORTH ROADASHWORTH ROADOUTLOT 'Z'ASHWO R TH NO R TH P LA T 1 S.E. ESKER RIDGE DRIVEGR A N D P R A I R I E P A R K W A Y 87 (E-10) UNLEADED 87 CLEARE-85 DIESEL UNLEADED 91 CLEARPREMIUMOUTLOT 'W'ULTIMATE STORMWATERLOCATION IS FOX CREEKSTORMWATER DETENTION EASEMENT. WEST50'-0" OF THE EAST 95'-0" OF LOT 2 OF THESHOPS OF KETTLESTONE NORTH PLAT 3.6" FIRE2" DOMESTIC6" VALVE2" VALVE6" WATER2AP2MH: 202AP2MH: 20AP3MH: 20AP3MH: 20AP3MH: 20REMPLOYEE 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 BYC2.2DEVELOPMENTPLAN300'200'0100'GRAPHIC SCALEN O R T H \\CORPFS-V\Departments3\Engineering\Stores\STORES\Waukee Fast & Fresh\Site Planning\Working Files\CAD Files\Design\171219 Waukee FF v8 - Shared Drive.dwg, 12/21/2017 3:06:37 PM, 1:1 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXS.E. ESKER RIDGE DRIVEGRAND PRAIRIE PARKWAY 87 (E-10) UNLEADED 87 CLEARE-85 DIESEL UNLEADED 91 CLEARPREMIUM 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, TYPINLETPROTECTION, TYPHY-VEE GAS10,600 SFFFE = 1040.00SILT 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 FOXCREEK6" FIRE2" DOMESTIC6" VALVE2" VALVE6" WATER2AP2MH: 20AP3MH: 20AP3MH: 20AP3MH: 20REMPLOYEE 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 BYC3.1EROSIONCONTROLPLANEROSION 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. FOLLOWING SOIL DISTURBANCE, PERMANENT OR TEMPORARYSTABILIZATION SHALL BE COMPLETED WITHIN SEVEN (7) CALENDARDAYS TO THE SURFACE OF ALL PERIMETER SEDIMENT CONTROLS,TOPSOIL STOCKPILES, AND ANY OTHER DISTURBED OR GRADED AREASON THE PROJECT SITE WHICH ARE NOT BEING USED FOR MATERIALSTORAGE, OR ON WHICH ACTUAL EARTH MOVING ACTIVITIES ARE BEINGPERFORMED.6. SOIL STABILIZATION SCHEDULE TEMPORARY SEEDING WITH OATS - 2TO 3 BUSHELS PER ACRE - AND MULCH ALL SLOPES 4:1 AND STEEPERWILL BE INITIATED ON ALL DISTURBED AREAS WHERE CONSTRUCTIONACTIVITY WILL NOT OCCUR FOR A PERIOD OF MORE THAN 21 CALENDARDAYS BY THE 14TH DAY AFTER CONSTRUCTION ACTIVITY HASPERMANENTLY OR TEMPORARILY CEASED. THIS SEQUENCE SHALLREPEAT AS GROUND COVER IS REMOVED BY SUBSEQUENTCONSTRUCTION ACTIVITY.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.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 TONSSOD15,800 SF\\CORPFS-V\Departments3\Engineering\Stores\STORES\Waukee Fast & Fresh\Site Planning\Working Files\CAD Files\Design\171219 Waukee FF v8 - Shared Drive.dwg, 12/21/2017 3:06:52 PM, 1:1 S.E. ESKER RIDGE DRIVEGRAND PRAIRIE PARKWAY 87 (E-10) UNLEADED 87 CLEARE-85 DIESEL UNLEADED 91 CLEARPREMIUM 182' - 6" Ø SANITARYSEWER @ 1.0%4" DRAIN TILE, TYPCLEAN OUTINV. = 1035.00143' - 12" ØHDPE @ 0.7%CLEAN OUTINV. = 1035.00PROPOSED 6"WATER50' - 8" Ø SANITARYSEWER @ 8.2%PROPOSED INTAKERIM=1037.70IE INV. OUT (S) = 1033.50PROPOSED INTAKERIM=1038.80IE INV. (NW) = 1033.35IE INV. IN (N) = 1033.10IE INV. OUT (S) = 1033.00PROPOSED INTAKERIM = 1037.50IE INV. OUT (S) = 1034.12COORDINATE ELECTRICALCONNECTION WITH PROVIDER,PROPOSED 2-4" ELECTRICALCONDUITSCOORDINATE DATACONNECTION WITH PROVIDER1-2" CONDUIT,FOR PHONE ANDDATA SERVICES1-4" CONDUIT,FOR PHONE ANDDATA SERVICESPROPOSED INTAKERIM=1037.50IE INV. IN (N) =1033.44IE INV. OUT (E) = 1033.342" ELECTRICALCONDUIT6" CONNECTION TO WATERMAIN WITH TAPING VALVEAND SLEEVEPROPOSED SANITARYSEWER MANHOLEINV. (S) = 1033.22INV. (W) = 1033.10110' - 15"Ø RCPSTORM SEWER@ 1.0%50' - 18"Ø RCPSTORM SEWER@ 0.60%PROPOSED 24" FESINV. = 1031.09210' - 18"Ø RCP STORMSEWER @ 1.0%81' - 15"Ø RCPSTORM SEWER@ 1.0%PROPOSED 48"ØSTORM SEWER MANHOLERIM = 1039.10IE INV. IN (W) = 1032.85IE INV. OUT (E) = 1032.75114' - 15"Ø RCPSTORM SEWER@ 0.60%CONNECT ROOF DRAINS TOSTORM SEWER WITH 10"ØPVC, TYPINV. = 1034.7528' - 6"ØSANITARY SEWER @ 1.0%PROPOSED INTAKERIM=1037.50IE INV. IN (N) = 1031.90IE INV. OUT (S) = 1031.39IE INV. IN (W) = 1031.49CONNECTSUBDRAIN TOSTORM SEWER;CORE DRILLAND USEWATER TIGHTGASKETCLEAN OUTINV. = 1034.0065' - 12" ØHDPE @ 1.0%HY-VEE GAS10,600 SFFFE = 1040.00CLEAN OUTINV. = 1034.72PROPOSED GAS SERVICECOORDINATE WITH THECITY OF WAUKEECLEAN OUTINV. = 1034.00PROPOSED GREASEINTERCEPTOR BY MEPCLEAN OUTINV. = 1036.00CRITICALCROSSING #12" ELECTRICALCONDUITCONNECT TO 8" SERVICESTUB @ 1027.45, BYOTHERSPROPOSED HYDRANTASSEMBLY4" GREASEINV.=1035.006" SANITARYINV.=1035.00150 FEET HYDRANTCOVERAGE ARE, TYP150 FEET HYDRANTCOVERAGE ARE, TYP2" WATER (DOMESTIC)FIRE SPRINKLER RISER ROOM6" WATER (FIRE)150 FEET HYDRANTCOVERAGE ARE, TYPPROPOSED HYDRANTASSEMBLYFIRE DEPARTMENTCONNECTION40' - 15" Ø RCPSTORM SEWER@ 1.0%SEE ENLARGED DETAIL2AP2MH: 20AP3MH: 20AP3MH: 20AP3MH: 206" FIRE2" DOMESTIC6" VALVE2" VALVE6" WATERREMPLOYEE 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.60'40'020'GRAPHIC SCALEN O R T H CRITICAL CROSSING CHARTBOTTOMTOPBOTTOMTOPGROUNDCC#1STORM1032.101033.60WATER1030.001030.501037.60ENLARGED WATER CONNECTION1"=10'-0"\\CORPFS-V\Departments3\Engineering\Stores\STORES\Waukee Fast & Fresh\Site Planning\Working Files\CAD Files\Design\171219 Waukee FF v8 - Shared Drive.dwg, 12/21/2017 3:06:56 PM, 1:1 S.E. ESKER RIDGE DRIVEGRAND PRAIRIE PARKWAY 87 (E-10) UNLEADED 87 CLEARE-85 DIESEL UNLEADED 91 CLEARPREMIUMHY-VEE GAS10,600 SFFFE = 1040.006" FIRE2" DOMESTIC6" VALVE2" VALVE6" WATER6912141313141615141415151514141515151415161514131413117915212322212326252222242523212225252322242625222123231811111927302928313433302932333128293333312931343329283130231412212933333336383835353637353434373736353638373434353225161322313738394042424040404040393941414040414141393939352717132231363838404242403940403939394041404040414039393935271612212933333335383735343637353334363735343637363433343225151119273029273034332929323331282932333028313332292830292314915212321202325242222242423212124242321232524212122221711710131413131415151414151514131314151413141514131313131070.10.20.20.20.20.20.20.10.10.10.10.10.10.20.10.10.10.10.10.20.20.10.10.10.20.20.30.30.30.30.40.40.30.30.30.20.20.30.30.30.40.50.40.30.20.20.40.50.50.40.30.30.30.40.50.50.50.30.30.40.60.60.50.60.60.70.60.60.60.50.40.40.40.50.70.91.31.41.81.91.91.91.81.81.92.12.22.12.01.91.92.02.32.32.31.91.51.20.91.01.21.21.11.10.80.60.70.70.60.71.01.42.22.94.75.65.64.43.02.83.65.16.05.44.23.13.03.95.36.05.63.92.51.61.31.52.22.32.21.91.21.01.21.10.91.01.62.02.72.74.54.34.94.23.02.93.55.14.85.54.13.03.03.95.65.56.14.22.92.11.72.23.23.73.72.81.71.92.31.81.31.32.12.92.12.04.63.42.11.82.23.13.13.32.71.92.73.62.71.91.32.53.63.63.13.13.11.51.31.41.93.22.91.61.41.72.82.51.71.13.15.35.34.25.14.61.51.21.12.12.22.21.81.13.33.41.81.13.26.05.15.15.95.01.61.41.11.82.32.11.71.11.95.12.21.43.14.94.74.55.34.71.61.41.42.33.43.21.91.32.33.72.22.02.73.43.23.33.43.41.81.72.12.53.02.92.21.82.22.93.32.72.73.02.04.34.73.62.42.42.94.04.64.63.52.23.33.32.42.32.53.23.65.56.15.23.52.42.02.33.35.24.95.94.94.35.05.64.86.04.23.22.62.63.24.14.34.13.11.92.32.21.81.72.02.93.75.36.25.33.72.52.02.43.65.16.36.05.14.75.36.16.15.74.02.92.52.83.84.24.23.52.61.61.41.31.41.51.62.02.42.82.92.82.42.11.92.02.32.83.03.13.13.03.02.92.72.82.52.32.63.14.64.84.73.42.41.51.01.01.11.21.21.21.21.21.31.41.61.71.61.71.71.61.51.51.71.81.61.31.21.31.41.72.12.63.33.03.32.52.11.41.11.21.31.31.41.72.12.42.52.72.82.82.82.82.72.82.82.82.82.62.42.01.61.41.51.71.63.04.13.21.61.51.11.51.81.81.82.23.45.05.96.16.66.66.56.76.46.56.76.56.66.66.25.94.93.22.01.71.61.52.22.52.01.61.21.12.43.12.92.73.76.83.12.01.71.52.12.42.01.51.21.12.33.93.83.65.011.04.22.31.81.62.93.93.01.41.30.93.03.53.45.512.84.92.62.22.43.02.63.02.21.71.12.95.24.05.712.84.92.52.12.63.94.03.92.51.60.90.52.15.33.85.311.14.22.01.62.02.62.62.51.92.83.83.74.96.92.91.51.23.44.44.14.96.47.06.97.47.67.57.67.17.07.26.96.96.96.46.15.03.11.63.43.73.23.43.93.83.83.84.14.43.93.53.23.12.92.82.72.62.32.32.52.83.33.83.13.43.33.33.83.22.52.01.61.51.31.23.94.13.75.35.13.54.23.22.72.92.42.52.82.72AP2MH: 202AP2MH: 20AP3MH: 20AP3MH: 20AP3MH: 20REMPLOYEE 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.Luminaire ScheduleProject: FIXTURES BY OTHERSSymbolLabelQtyArrangementDescriptionLum. LumensLLFLum. WattsArr. WattsTotal WattsA41SINGLECRUS-SC-LED-VLW-5088420.90078.778.73226.7LNC48SINGLELNC4-36L-4K-105-3-U115630.900139.9139.91119.2Luminaire ScheduleProject: HUBBELL FIXTURESSymbolLabelQtyArrangementDescriptionLum. LumensLLFLum. WattsArr. WattsTotal Watts2AP22BACK-BACKALT2P35-120L4K132030.900143286572AP33SINGLEALT3P35-180L4K-NFO163420.900206.1206.1618.3Calculation SummaryLabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinPtSpcLrPtSpcTbCanopyIlluminanceFc26.494264.427.0066Parking & DriveIlluminanceFc2.7712.80.127.70128.001010Property LineIlluminanceFc0.341.90.0N.A.N.A.10N.A.MOUNTING HEIGHT:AP3 / 2AP2 = 20'A, LNC4 = 16'\\CORPFS-V\Departments3\Engineering\Stores\STORES\Waukee Fast & Fresh\Site Planning\Working Files\CAD Files\Design\171219 Waukee FF v8 - Shared Drive.dwg, 12/21/2017 3:07:02 PM, 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 ANDIRRIGATIONNOTES 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.\\CORPFS-V\Departments3\Engineering\Stores\STORES\Waukee Fast & Fresh\Site Planning\Working Files\CAD Files\Design\171219 Waukee FF v8 - Shared Drive.dwg, 12/21/2017 3:07:06 PM, 1:1 S.E. ESKER RIDGE DRIVEGRAND PRAIRIE PARKWAY 87 (E-10) UNLEADED 87 CLEARE-85 DIESEL UNLEADED 91 CLEARPREMIUM 5AP1GT12SB1GT3GTSODSODNATURALEDGE, TYP30CA70HSSODSOD08CA27HS35SH28SH35HS30HS16SH16CAHY-VEE GAS10,600 SFFFE = 1040.003AP6APSOD 4AP60HSNATURAL EDGE, TYPSODSODSOD1AP1AP1GT33HS12SB16CASOD2" RIVER ROCK,SEE ELECTRICALPLANSSOD SOD SOD SODSOD13CA50HS07CA35HS15SH27HS15SH27HSSOD66HS1GTSODSOD08CR12CA08CR08CR18CA08CR08CR12CA08CR12CA1GT12CA08CR08CR12CA12CA08CR12CA08CR12CA08CR12CA08CR12CA08CASODSODSOD10CR2AP2MH: 20AP3MH: 20AP3MH: 20AP3MH: 20REMPLOYEE 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 24 SBSpiraea x bumalda 'Goldflame'GOLDFLAME SPIREA5 Gal.Cont.236 CACalamagrostis x acutifoliaFEATHER REED GRASS3 Gal.Cont.460 HSHemerocallis 'Stella d' Oro'STELLA D' ORO DAYLILY3 Gal.Cont..135 SHSporobolus HeterolepsisPRAIRIE DROPSEED3 Gal.Cont.QTY IDCOMMON NAMEBOTANICAL NAMESIZEMETHODSCREENING AND LANDSCAPE REQUIREMENTS1. MINIMUM 10% OF OPEN SPACE:TOTAL AREA:88,224 SF (100%)OPEN SPACE REQUIRED:8,824 SF (10%)OPEN SPACE PROVIDED:9,822 SF2. OFF-STREET PARKING:S.E. ESKER RIDGE DRIVE - 240 LINEAR FEET2 OVERSTORY TREES/50 LINEAR FEET: REQUIRED OVERSTORY: 10 (240/50x2) PROVIDED OVERSTORY: 48 SHRUBS PER 50 LINEAR FEET: REQUIRED SHRUBS: 38 (240/50x8) PROVIDED SHRUBS: 334GRAND PRAIRIE PARKWAY - 338 LINEAR FEET2 OVERSTORY/50 LINEAR FEET: REQUIRED OVERSTORY: 14 (338/50x2) PROVIDED OVERSTORY: 58 SHRUBS/50 LINEAR FEET: REQUIRED SHRUBS: 54 (338/50x8) PROVIDED SHRUBS: 3343. STREET PARKING:S.E. ESKER RIDGE DRIVE - 240 LINEAR FEET1 OVERSTORY TREES/40 LINEAR FEET: REQUIRED OVERSTORY: 6 (240/40) PROVIDED OVERSTORY: 6GRAND PRAIRIE TRAIL - 338 LINEAR FEET2 OVERSTORY/40 LINEAR FEET: REQUIRED OVERSTORY: 9 (338/40) PROVIDED OVERSTORY: 9QTY IDCOMMON NAMEBOTANICAL NAMESIZEMETHODSPACING15 APAcer platanoides columnarCOLUMNAR NORWAY MAPLE12' Ht.B&B30' Spacing10 GTGleditsia tricanthos var. inermis 'Skyline'SKYLINE HONEYLOCUST 2-2 12" Cal.B&BPer Plan*STREET TREES MAY BE COUNTED TOWARDS THE SATISFACTION OF THE TREE PLANTING REQUIREMENT FOR ANYADJOINING OFF-STREET PARKING AREA.106 CRCornus racemosa 'Hurzam'HURON DOGWOOD5 Gal.Cont.PROPOSED SOD QUANTITY: 15,800 SF\\CORPFS-V\Departments3\Engineering\Stores\STORES\Waukee Fast & Fresh\Site Planning\Working Files\CAD Files\Design\171219 Waukee FF v8 - Shared Drive.dwg, 12/21/2017 3:07:11 PM, 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 BYC6.0CONSTRUCTIONDETAILS\\CORPFS-V\Departments3\Engineering\Stores\STORES\Waukee Fast & Fresh\Site Planning\Working Files\CAD Files\Design\171219 Waukee FF v8 - Shared Drive.dwg, 12/21/2017 3:07:17 PM, 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 ASSPECIFIED4" Ø DUMOR 400-36/S-1 BOLLARDAS MFR. BY DUMOR, INC.COLOR: STAINLESS STEELINSTALL PER MFR.SPECIFICATIONSNO. 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 ASSPECIFIED4" Ø DUMOR 400-36/S-1 BOLLARDAS MFR. BY DUMOR, INC.COLOR: STAINLESS STEELINSTALL PER MFR.SPECIFICATIONSEXPANSION 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 FOOTING6" Ø BOLLARD AS MFR. BYTSF STRUCTURES INC. COLOR: BRONZE,INSTALL PER MFR.SPECIFICATIONSSEE 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 PLANS10" PAINTED STRIPE"TRAFFIC YELLOW" WITHSILICA SAND PERSPECIFICATIONS, TYPHANDICAP PAVEMENT MARKING AND DIRECTIONAL ARROW6"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""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 SIGNTYPTYPTYPCLCL4" 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 BYC6.1CONSTRUCTIONDETAILS\\CORPFS-V\Departments3\Engineering\Stores\STORES\Waukee Fast & Fresh\Site Planning\Working Files\CAD Files\Design\171219 Waukee FF v8 - Shared Drive.dwg, 12/21/2017 3:07:22 PM, 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 SCALE: 1" = 1'-0"REVISIONBYDATEASPHALTIC CONCRETE PAVING SECTION, TYPHEAVY DUTYPCC CONCRETEEXISTING SUBGRADESCARIFIED ANDRECOMPACTED SUBGRADEHY-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"REVISIONBYDATEHEAVY DUTY CONCRETE 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 SCALE: 1" = 1'-0"REVISIONBYDATEPCC 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: 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: 1" = 1'-0"REVISIONBYDATELIGHT DUTYEXISTING SUBGRADESCARIFIED ANDRECOMPACTED SUBGRADELIGHT DUTY CONCRETE PAVING SECTION, TYPSIDEWALKEXISTING SUBGRADESCARIFIED ANDRECOMPACTED SUBGRADESIDEWALK CONCRETE PAVING SECTION, TYP2" SURFACE COURSE5" BASE COURSECRUSHED AGGREGATEENGINEERING FABRICEXISTING SUBGRADE2" SURFACE COURSE3" BASE COURSECRUSHED AGGREGATEENGINEERING FABRICEXISTING SUBGRADEPCC CONCRETEEXISTING SUBGRADE12" COMAPCTED SUB BASE,EXTEND 6" BEYOND BACKOF CURBEXISTING SUBGRADE12" COMAPCTED SUB BASE,EXTEND 6" BEYOND BACKOF CURBPCC CONCRETEPCC 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)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 BYC6.2CONSTRUCTIONDETAILS\\CORPFS-V\Departments3\Engineering\Stores\STORES\Waukee Fast & Fresh\Site Planning\Working Files\CAD Files\Design\171219 Waukee FF v8 - Shared Drive.dwg, 12/21/2017 3:07:27 PM, 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 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"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 3INTENTIONALLY LEFT BLANK3HY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDDATEREVISIONSCALE: 3/8" = 1'-0"BY4w2HY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDSCALE: 3/8" = 1'-0"REVISIONBYDATEHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDDATESCALE: 3/8" = 1'-0"REVISIONBY#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 WALLSINGLE GRATE INTAKEBACK OF CURBFORM GRADESW-603 TYPER CASTINGADJUSTMENTRINGSPRECASTBEAM1DIAGONALBAR, TYPLOWESTFLOWLINEBASE2INVERT4b2SECTION A-A4w134b1TYPICAL SECTIONPLANSW-603 TYPER CASTINGLOCATION STATION(BACK OF CURB)AA4w1DIAGONALBAR, TYP4t1PRECASTBEAM4w3ADJUSTMENTRINGSWALL4w1INVERT2BASE6" MIN4b24b1MAXIMUM PIPE DIAMETERSPrecastStructure15"60"PipeLocationShort WallLong WallCast-in-placeStructure18"66"LOCATIONBEAMBEAMBASEWALLSLONG WALLSSHORT WALLSMARK4t14b14b24w14w24w3SIZE444444LENGTH2'-8"7'-10"3'-2"WALL HEIGHT MINUS 4"7'-4"2'-8"REINFORCING BAR LISTSHAPE------------------------SPACING4"10"12"12"12"12"COUNT44820VARIESVARIESREFER TO SW-514 FOR BOXOUT DETAILSINSTALL FOUR #4 DIAGONAL BARS AT ALL PIPEOPENINGS.CAST-IN-PLACE BASE SHOWN. IF BASE IS PRECASTINTEGRAL WITH WALLS, THE FOOTPRINT OF THE BASE ISNOT REQUIRED TO EXTEND BEYOND THE OUTER EDGEOF THE WALLS.12" MIN WALL HEIGHT ABOVE ALL PIPES.123SW-603 TYPER CASTINGDOUBLE GRATE INTAKE 1 OF 2DOUBLE GRATE INTAKE 2 OF 2REMPLOYEE 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 BYC6.3CONSTRUCTIONDETAILS\\CORPFS-V\Departments3\Engineering\Stores\STORES\Waukee Fast & Fresh\Site Planning\Working Files\CAD Files\Design\171219 Waukee FF v8 - Shared Drive.dwg, 12/21/2017 3:07:32 PM, 1:1 MINIMUM BEARING SURFACE (sf)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"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"REVISIONBYDATESCALE: 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"REVISIONBYDATETHRUST BLOCK 1 OF 2DSECTIONWater MainFittingThrust BlockUndisturbedSoilBearing Surface(See Table)18" min.PipeDiameter(inches)Diameter ofPipe, D(inches)Bends468101214161820243036Tees andDead Ends112345781115243412468111417213147672471116212734426092132481421293950637811117124422°36101521283645557812017311°45° BUILDING WALL,SEE ARCHITECTURAL PLANS90°Minimum surface area based on water pressure of150 psi and allowable soil pressure of 1,000 psf.CONCRETE DRIVEWAY, TYPE 'A' - SUDAS6"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 JOINTDOWNSPOUT CONNECTIONRIGID GRAVITY PIPE TRENCH BEDDINGRCP AND VCP PIPE BEDDING121518212427303336424854606672Class I Bedding MaterialCLASS R-2CLASS III RCP CLASS IV RCPClassR-2BeddingCLASS V RCP EXTRA STRENGTH VCPPipeDiameter(inches)10'10'11'11'12'15'15'15'15'15'15'15'15'15'15'12151821242730333642485460667215'16'16'18'23'30'29'28'28'27'26'25'25'25'24'12151821242730333642485460667223'24'30'40'40'40'40'40'40'40'40'40'40'40'40'6810121518212427303336394230'26'23'20'19'18'22'28'30'29'30'30'29'26'PipeDiameter(inches)ClassR-2BeddingClassR-2BeddingODPipeDiameter(inches)ClassR-2BeddingFLEXIBLE GRAVITY PIPE TRENCH BEDDINGDATEBEDDING CLASSESClass I Bedding MaterialCLASS F-1CLASS F-2CLASS F-3Class IBeddingMaterialALLOWABLE BURY DEPTHPVC PIPE(Bedding Class F-2 or F-3)30'30'30'30'---------------------------------PipeDiameter(inches)81012151821242730333642485460ASTM D 3034Solid WallSDR 23.5SDR 26SDR 3528'28'28'28'---------------------------------24'24'24'24'---------------------------------ASTM F 679Solid WallSDR 35------------24'24'24'24'24'24'24'24'24'------ASTM F 949Corrug.Exterior24'24'24'24'24'24'24'---24'---24'------------ASTM F 1803ClosedProfile---------------24'24'24'24'---24'24'24'24'24'ASTM D 2680Composite(Truss Type)32'32'32'32'---------------------------------40'40'40'40'37'31'28'25'23'20'18'18'17'16'16'PipeDiameter(inches)DUCTILE IRON, AWWA C151, CLASS 52(Bedding Class F-1, F-2 or F-3)468101214161820243036424854Class F-1BeddingClass F-2BeddingClass F-3Bedding40'40'40'40'40'40'37'34'32'29'23'22'21'19'19'40'40'40'40'40'40'40'40'40'38'31'30'29'27'27'PipeDiameter(inches)HDPPE PIPE(Bedding Class F-2 or F-3)AASHTOM 294121518243036424854608'9'9'9'99'8'8'8'8'ODODODFLEXIBLE GRAVITY PIPE TRENCH BEDDING 1 OF 2FLEXIBLE GRAVITY PIPE TRENCH BEDDING 2 OF 2HY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDREVISIONSCALE: 3/8" = 1'-0"BYDATEHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDREVISIONSCALE: 3/8" = 1'-0"BYBEDDING CLASSESLoose, suitable backfill materialor undisturbed material withbell shapeHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDSCALE: 3/8" = 1'-0"REVISIONBYDATEPRESSURE 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, DR18INTENTIONALLY LEFT BLANKProperty lineProperty lineTYPE A WITH FLARESDETAIL ADETAIL BTYPE A WITH RADIITYPICAL SECTIONREVISIONSHEET _1 of _17030.101CONCRETE DRIVEWAY, TYPE A10-20-15as spec i f iedas spec i f ied 9Refer toDetail BBack ofcurb2828Refer toDetail ABack of curb67423Drop curbheight: 0" to 2"FIGURE 7030.101SHEET 1 OF 1Curb open i n g Dri vew a y w i d t hDri vew a y w id t h Cur b o pen ing 3'-0" min.18"12"1'-0 " m in .1'-0 " m in .CurbDrivewaySidewalk'C' or 'E'joint'E' joint'B' joint'C' joint'E' joint'C' or 'E'joint'B' joint'C' joint92Back of curb5'-0" max727Back of curb1 R#5 x 36"reinforcingbar1'-0"1'-0"123456789101010101052Driveway radius (R). Residential: 10 foot minimum,15 foot maximum. Commercial and industrial: As specified in the contract documents.Transition the curb height to 0 inches atend of taper/radius or at the front edgeof sidewalk. Do not extend raised curbacross sidewalk.Pavement thickness. Residential: 6 inches minimum. Commercial and industrial: 7 inches minimum.Sidewalk thickness through driveway tomatch thickness of driveway.Center reinforcing bar vertically in thepavement.Match thickness of adjacent roadway,8 inches minimum.Provide 'E' joint at back of curb unless'B' joint is specified.For alleys, invert the pavement crown2% toward center of alley.Target cross slope of 1.5% with amaximum cross slope of 2.0%. Ifspecified in the contract documents,construct the sidewalk through thedriveway 5 feet wide to serve as apassing space.If cross slope of adjacent sidewalk panelexceeds 2.0%, remove and replace totransition from existing sidewalk tosidewalk through driveway. If elevationchange requires a curb ramp, comply withFigure 7030.205; verify need fordetectable warning panel with Engineer.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 BYC6.4CONSTRUCTIONDETAILS\\CORPFS-V\Departments3\Engineering\Stores\STORES\Waukee Fast & Fresh\Site Planning\Working Files\CAD Files\Design\171219 Waukee FF v8 - Shared Drive.dwg, 12/21/2017 3:07:37 PM, 1:1 HY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED DATEREVISIONSCALE: 18" = 1'-0"FUEL TABLE ROLL CURBBY20K10K10KUNLDIESSUP14KPRESUP6KTYPTYPTYPTYPTYPTYPTYPEXISTING 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, TYPBYHY-VEE, INC. 5820 WESTOWN PARKWAY WEST DES MOINES, IOWA 50266 TELEPHONE: (515) 267-2800 FAX: (515) 267-2935 R EMPLOYEE OWNED DATEREVISIONSCALE: 1" = 1'-0"ENLARGED FUEL TABLE ROLL CURBBYHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNED DATEREVISIONSCALE: 1" = 1'-0"BYHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNED DATEREVISIONSCALE: 1" = 1'-0"CANOPY JOINTING LAYOUTREINFORCED CONCRETE PAVING SECTION ABOVE FUEL TANKSCONTRACTION JOINT,TYPE 'C', TYPHEAVY DUTY PCC, TYPFUEL DISPENSER, TYPHORSE SHOE BOLLARD, TYPCANOPY COLUMN, TYPEXISTING HEAVYDUTY PCCEXISTING MANWAYSEE ELEVATION PROVIDEDCLEXISTING GRADEROLL CURBREINFORCED CONCRETE,SEE DETAIL THIS PAGESUMPCASTINGEXPANSION JOINT,SEE DETAILTIEDCONTRACTIONJOINTHEAVY DUTY CONCRETE SHALL BE IOWA DOTHEAVY DUTY PCC MIXEXISTING SUBGRADESCARIFIED ANDRECOMPACTED SUBGRADE #6 EPOXY COATED DEFORMEDREBAR @ 2'-0" O.C. EACH WAY3" DEPTH, SET REINFORCINGSTEEL ON PLASTIC CRADLESREMPLOYEE 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 BYC6.5CONSTRUCTIONDETAILS\\CORPFS-V\Departments3\Engineering\Stores\STORES\Waukee Fast & Fresh\Site Planning\Working Files\CAD Files\Design\171219 Waukee FF v8 - Shared Drive.dwg, 12/21/2017 3:07:42 PM, 1:1 1 1 11 3 2 1 1 3 1A 1 1 1 3 2 3 41 1 1A1A1A1A 1A 1A 1A 1A 1A 111 1 111 11111111 1 1 1 1 1 1 1 1 1 111111 1 1 1 1 11111 1 11111111 ROOFTOP SCREENING, BEYOND ROOFTOP SCREENING, BEYOND 1 3 1A1A 11 1 3 1 11 2 4 1 1 31A 1 1 1 1A3 1 ROOFTOP SCREENING, BEYOND 1A 1 1 2 2 2 1 2 2 2 1 1 2 4 3 1 1 1 1 1 111111 12 ROOFTOP SCREENING, BEYOND BRICK: KANSAS BRICK & TILE COLOR: 500 MAHOGANY SIZE: MODULAR BOND: RUNNING MORTAR: TBD BRICK: ENDICOTT CLAY PRODUCTS COLOR: MANGANESE IRONSPOT VELOUR SIZE: MODULAR BOND: RUNNING MORTAR: SANDED "WEB GRAY" EPOXY 1 2 MASONRY UNITS: METAL TRIM COLORS: 1 VISION GLASS: 1" CLEAR ANNEALED INSULATION GLASS, LOW-E #2 SURFACE1 GLASS & GLAZING VISION GLASS: 1" CLEAR TEMPERED INSULATION GLASS, LOW-E #2 SURFACE1A VISION GLASS: 5/8" CLEAR TEMPERED INSULATION GLASS, LOW-E #2 SURFACE3 CLADDING AND CANOPIES: 1 ALUMINUM CANOPY STRUCTURE BY DIVISION 8 COLOR: MATCH FIRESTONE UNA-CLAD 'CHARCOAL GRAY' 2 HORIZONTAL CLADDING: ILLUMINATION BY NICHIHA COLOR: MATCH SHERWIN-WILLIAMS 'ESCAPE GRAY' 3 4 HORIZONTAL CLADDING: TRUGRAIN BY WESTIN COLOR: 'C14 - SIAM' PREFINISHED METAL WALL CAP COLOR: MATCH FIRESTONE UNA-CLAD 'CHARCOAL GRAY' 2 PREFINISHED 0.40 ALUMINUM PANELS COLOR: MATCH SHERWIN-WILLAIMS 'CONSERVATIVE GRAY' HORIZONTAL CLADDING: ILLUMINATION BY NICHIHA COLOR: MATCH SHERWIN-WILLAIMS 'CONSERVATIVE GRAY' 3 PAINTED STEEL & CORRUGATED PANELS COLOR: SHERWIN-WILLAIMS 'CONSERVATIVE GRAY' SPANDREL GLASS: 1" CLEAR ANNEALED INSULATION GLASS, LOW-E #2 SURFACE, SPANDREL PAINT #4 SURFACE, LT. GRAY2 1 2 2 1 2 2 1 2 3 1 2 DATE:DRAWN: SCALE:JOB NUMBER: SHEET:EMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935RLOCATION:REVISION DATE BY As indicated H:\STORES\Waukee Fast & Fresh\Dwgarch\Concepts\Waukee Fast & Fresh.rvtA6.0 NOV 28, 2017 4174141 TJW EXTERIOR ELEVATIONSWaukee, IASCALE: 1/8" = 1'-0" NORTH ELEVATION1 SCALE: 1/8" = 1'-0" EAST ELEVATION2 SCALE: 1/8" = 1'-0" WEST ELEVATION3 SCALE: 1/8" = 1'-0" SOUTH ELEVATION4 SCALE: 1/8" = 1'-0" CANOPY FRONT ELEVATION (REAR SIMILAR)7 SCALE: 1/8" = 1'-0" CANOPY SIDE ELEVATION8 SCALE: 1/8" = 1'-0" TRASH ENCLOSURE FRONT ELEVATION5 SCALE: 1/8" = 1'-0" TRASH ENCLOSURE SIDE/REAR ELEVATION6 FENESTRATRATION PERCENTAGE: TOTAL WEST ELEVATION SQUARE FOOTAGE = 1,117 TOTAL FENESTRATION SQUARE FOOTAGE = 343 343/1,117 = 30.7% FENESTRATION SIGNAGE IS CONCEPTUAL. A SEPARATE SIGNAGE PERMIT APPLICATION MUST BE SUBMITTED FOR APPROVAL. 12.21.17