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Home My WebLink About2019-03-04-J08 HyVee Aisles Online_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: March 4, 2019 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Hy-Vee Aisles Online Grocery Pick-up (1023 E. Hickman Road) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: Hy-Vee, Inc. requests approval of a site plan to allow for the construction of an accessory building for the purpose of grocery pick-up. The site plan identifies the proposed building as being approximately 960 square feet in area. The subject property is located north of Hickman Road and west of Alice’s Road. The applicant has provided elevations for the proposed building on the site, which meets the intent of the architectural guidelines within the Site Plan Ordinance. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this project at the February 26, 2019 Commission Meeting and recommended approval subject to remaining staff comments: Approval of a Site Plan for Hy-Vee Aisles Online Grocery Pick-up (1023 E. Hickman Road) City Planner, Melissa DeBoer, introduced the request for approval of a site plan for an accessory building for the purpose of grocery pick-up, as submitted by the applicant, Hy-Vee, Inc. The subject property is located at the northwest corner of Hickman Road and NE Alice’s Road, containing approximately 3.11 acres. Mrs. DeBoer advised that the 960 square foot accessory building is proposed in the southwest portion of the current parking lot and is intended for pickup of the online grocery orders. Current parking in that area will be removed to make room for the building and necessary drive lanes. There are 4 drive thru lanes proposed as well as a landscape island and directional signage to direct the flow of traffic. No water connections are needed for the building and Access to the building will be provided off of NE Venture Drive. At this time staff recommends approval of the proposed site plan subject to remaining staff comments.  Commissioner Hoifeldt asked about the functionality. Mrs. DeBoer advised that the point is to drive at your scheduled pick up time, to the drive through stall, someone will bring your grocery order to your vehicle and then you exit to the north. Commissioner Hoifeldt advised that he felt that the developers would need to make sure their traffic control was adequate for the moving parts that would happen in the area. J8  Commissioner Ward stated her own concern regarding the proposed location given the access point suggested is a highly trafficked entry/exit. A representative for the applicant, Bree Cooper, advised that the team on the project evaluated many different locations and chose this one as it had the best visibility and ease of delegating the flow of traffic.  Commissioner Hoifeldt questioned if the applicants thought if there would be an issue with the Queuing line and its potential effect on traffic. Ms. Cooper advised that the queue line would only have the number of people who signed up for the particular pick up time. If there is an issue with too many queuing at once, it is a simple fix by limiting the number of signups for a particular time slot.  Commissioner Koshy advised he was excited for the prospect, but that he would recommend switching the direction of the angled parking to the north to prompt customers to use them. At this point they may lose their relevancy as people will be leery about parking directly north of the drive through lanes.  Commissioner Ward questioned who would be running the grocery pick-up. Ms. Cooper advised the workers are from the fulfillment center, which is how things run currently. Delivering the orders from the fulfillment center to the pick-up location is planned into the queue times so that there is minimal interruption to customers.  Commissioner Tietz advised that it sounded like a great idea. He would advise that the traffic issues be re-addressed so that the concept is more easily expressed. Commissioner Hoifeldt moved to approve the Site Plan for Hy-Vee Aisles Online Grocery Pick-Up (1023 E. Hickman Road) subject to any remaining staff comments, and with the added stipulation that the traffic flow design and signage is better expressed for Council. Commissioner Koshy seconded the motion. Ayes: Ward, Streit, Tietz, Broderick, Hoifeldt, and Koshy. Nays: None. Motion Carries. STAFF REVIEW AND COMMENT: Staff has worked with the applicant on addressing the Planning and Zoning Commission’s stipulation regarding the flow of traffic to the north of the proposed building and recommends approval subject to remaining staff comments. RECOMMENDATION: Approve the resolution. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan & Elevations PREPARED BY: Melissa DeBoer, Planner II REVIEWED BY: THE CITY OF WAUKEE, IOWA RESOLUTION 19- APPROVING THE SITE PLAN FOR HY-VEE AISLES ONLINE GROCERY PICK-UP (1023 E. HICKMAN ROAD) IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal Organization; AND, WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of the Site Plan for Hy-Vee Aisles Online Grocery Pick-up, subject to remaining staff comments on February 26, 2019; AND, WHEREAS, the Site Plan for Hy-Vee Aisles Online Grocery Pick-up 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 Aisles Online Grocery Pick-up 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 4th day of March, 2019 that the Site Plan for Hy-Vee Aisles Online Grocery Pick-up is approved. ____________________________ William F. Peard, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Anna Bergman R. Charles Bottenberg Courtney Clarke Shelly Hughes Larry R. Lyon PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: Hy-Vee Aisles Online PREPARED BY: Melissa DeBoer, AICP – Planner II REPORT DATE: February 21, 2019 MEETING DATE: February 26, 2019 GENERAL INFORMATION Owner/Applicant: Hy-Vee, Inc. Project Manager: Jeff Stein, P.E., Hy-Vee, Inc. Request: The applicant is requesting approval of a site plan for the addition of an accessory building for the purpose of grocery pick-up. Location and Size: Property is located at the northwest corner of Hickman Road and NE Alice’s Road, containing approximately 3.11 acres. Property Address: 1023 E. Hickman Road AREA MAP ABOVE: Aerial of subject property (outlined in RED) in relation to the surrounding area. February 21, 2019 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Hy-Vee Grocery Store Community Village C-1B (Large Scale Commercial District) North Multi-Family Apartment Complex Neighborhood Residential R-3 (Multi-Family Residential District) South Bank, Convenient Store, Car Wash Community Village C-1B (Large Scale Commercial District) East Hy-Vee Grocery Store Community Village C-1B (Large Scale Commercial District) West Hy-Vee Parking Lot / Undeveloped Community Village C-1B (Large Scale Commercial District) BACKGROUND The subject property is currently open parking lot for the Hy-Vee grocery store. Hy-Vee has recently expanded their parking lot to the west and have more than enough parking spaces to meet the parking requirements for the grocery store use. Hy-Vee is looking to build an accessory building in the south portion of their parking lot to be used only for the online grocery pick-up. This will allow them to free up the area at the front of the parking lot, closer to the main entrances to the store, which is currently used for online pick- up. PROJECT DESCRIPTION The project includes the addition of a 960 sq ft accessory building within the parking lot that will be used to store online grocery orders for customer pick-up. The building includes a canopy with four drive-thru pick-up lanes. A curbed island and directional signage is proposed in order to help traffic flow through this area of the parking lot. ACCESS AND PARKING Access is provided to the proposed grocery pick-up location off of NE Venture Drive at the southern portion of the parking lot. A total of 36 parking spaces will be removed for this addition. The grocery store is still meeting the parking requirements of the ordinance with a total of 689 parking stalls, the requirement is 481 parking stalls. SIDEWALKS/TRAILS No new sidewalks or trails are proposed with this project. The existing 8-foot wide pedestrian path that runs north and south through the parking lot will remain. UTILITIES No sanitary or water services will be provided to the proposed accessory building. Electric service will be provided to the proposed building. Storm water detention for this site is provided through the existing detention basin located on the north side of NE Horizon Drive, known as the Prairie Crossing Detention Basin. February 21, 2019 3 of 3 LANDSCAPING & OPEN SPACE A minimum of 20% of the site area is required to be open space. The total amount of open space provided is 28%. The applicant has provided plantings in accordance with the Landscaping and Open Space Ordinance. ELEVATIONS The elevations of the building are proposed to be constructed of brick, stucoflex coating, and metal panels to be compatible with the existing Hy-Vee buildings within the development. Elevations of the proposed building have been provided for review. LIGHTING PLAN Canopy lighting is proposed with this project. This includes five canopy lights. The applicant has submitted a photometric plan and the plan meets the lighting requirements of the Site Plan Ordinance. STAFF RECOMMENDATION Staff recommends approval of the proposed site plan subject to remaining staff comments. ISSUE DATE: 02/14/2019_CITY SUBMITTAL #3 SITE PLAN PLANS ISSUEDWAUKEE HY-VEE AISLES ONLINE 1005 EAST HICKMAN ROADWAUKEE, IOWAOWNER/DEVELOPERHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266515-267-2800PROJECT MANAGERHY-VEE, INC.JEFF STEIN, P.E.515-267-2800JSTEIN@HY-VEE.COMGEOTECHNICAL/SOILS ENGINEERALLENDER BUTZKE ENGINEERS, INC.3660 109TH STREETURBANDALE, IOWA 50322515-252-1885LANDSCAPE ARCHITECTHY-VEE. INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266515-267-2800REGULATORY AGENCIESCITY ADMINISTRATORTIM MOERMAN515-978-7902CITY ENGINEERKEVIN VRCHOTICKY515-978-7920PUBLIC WORKSRUDY KOESTER515-978-7920FIRE CHIEFCLINT ROBINSON515-978-7998POLICE CHIEFJOHN QUINN515-978-7966UTILITY CONTACTSSTATE ONE CALL1-800-292-8989GASCITY OF WAUKEE515-978-7920ELECTRICMIDAMERICAN ENERGY COMPANY1-888-427-5632TELEPHONE/CABLENEXGEN COMMUNICATIONS515-369-9000MEDIACOM515-246-1555WATERCITY OF WAUKEE515-978-7920SHEET INDEXC1.0 DEMOLITION PLANC2.0 SITE PLAN OVERALLC2.1 SITE PLANC2.2 DIMENSION PLANC3.0 GRADING PLANC4.0 UTILITY PLANC4.1 PHOTOMETRIC PLANC5.0 LANDSCAPING PLANC6.0 CONSTRUCTION DETAILSC6.1 CONSTRUCTION DETAILSSITE LOCATION MAPNOT TO SCALEE HICKMAN ROADSE WESTGATE DR REVDATEDESCRIPTION WAUKEEHY-VEEEMPLOYEE OWNED FOOD STORESONE CALLIOWACALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comNE ARCHER AVE BERKSHIRE PKWY NE ALICES RD NE CRABAPPLE DR NE MERIDIAN DR284TH LNNE HORIZON DRNW 1 6 7 T H C TNE BOWMAN DRW AVESE GLENDALEDRIVESE LAUREL STPages or sheets covered by this seal:SignatureDateI hereby certify that this engineering document wasprepared by me or under my direct personal supervisionand that I am a duly licensed Professional Engineerunder the laws of the State of Iowa.L I C ENSE D P ROFESSIONAL ENGINEERIOWALEONIowa License Number 18685Luis T. Leon, P.E.LUIS T.18685My license renewal date is December 31, 2019.NE WESTGATE DR SE BRICK RDCIVIL ENGINEERLT LEON ASSOCIATES, INC.500 EAST LOCUST STREET, SUITE 400DES MOINES, IOWA 50309515-422-7016NOTES1. ALL CONSTRUCTION SHALL BE INCONFORMANCE WITH CURRENT CITY OF WAUKEESTANDARD SPECIFICATIONS AND SUDAS.CONSTRUCTION SCHEDULECONSTRUCTION: SPRING OF 2019. PENDING CITYAPPROVALS. DRIP LINE DRIP LINE OUTLINE OF TREE CROWN EDGEOF DRIP LINE CORRESPONDSWITH ROOT SPREADORANGE MESHCONSTRUCTION FENCINGMETAL FENCE POSTS, SPACE AMINIMUM OF 5' APART AT DRIP LINEEXISTING GRADETYPICAL TREE PROTECTION1NOT TO SCALESanSanSanSanSanSanSanSanSanSanSanSanSanSanSanSanSanONE STORY 4 BAY AUTOMATIC CAR WASH NEW BUILDING 3,800 SQ. FT. FFE=1031.50 1005 E. HICKMAN ROAD (PRIVATE) 1055 E. HICKMAN ROAD HY-VEE GAS 4,541 SF FFE = 1032.50 25 STALLS ALONG C-STORE 16 STALLS UNDER CANOPY 41 STALLS TOTAL 1025 E. HICKMAN ROAD NE VENTURE DRIVE StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS 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San San San San San San SanSan SanSan San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San OWNER: HY-VEE, INC.DEMOLITION NOTES1. REMOVAL OR ABANDONMENT OF PUBLIC UTILITIES SHALL BE FULLYCOORDINATED WITH APPROPRIATE UTILITY SUPPLIER AND REGULATORYAGENCIES.2. ALL CONSTRUCTION/DEMOLITION DEBRIS SHALL BE DISPOSED OF ORRECYCLED OFF SITE IN FULL COMPLIANCE WITH CURRENT ENVIRONMENTALREGULATIONS.3. PROTECT ADJACENT PROPERTY DURING DEMOLITION.4. PROTECT EXISTING UTILITIES WHICH ARE TO REMAIN. THE LOCATIONS OFALL UTILITIES INDICATED ON THE PLANS ARE TAKEN FROM EXISTINGRECORDS. THE EXACT LOCATION AND ELEVATION OF ALL UTILITIES MUST BEDETERMINED BY THE CONTRACTOR. IT SHALL BE THE DUTY OF THECONTRACTOR TO ASCERTAIN WHETHER ANY ADDITIONAL FACILITIES OTHERTHAN THOSE SHOWN MAY BE PRESENT.5. REMOVE ALL DESIGNATED STREETS, DRIVEWAYS, ETC. IN THEIR ENTIRETY.BACKFILL ALL EXCAVATIONS WITH COHESIVE MATERIAL COMPACTED TO 98%STANDARD PROCTOR DENSITY. BACKFILLING TO BE OBSERVED BYGEOTECHNICAL ENGINEER EMPLOYED BY OWNER.6. DEMOLITION NOTES AS SHOWN ON THE PLAN ARE NOT ALL INCLUSIVE.CONTRACTOR TO ABANDON IN PLACE OR REMOVE AND DISPOSE OF ALLEXISTING SITE IMPROVEMENTS ABOVE AND BELOW GROUND TO COMPLY WITHTHE GENERAL INTENT OF THIS DOCUMENT.7. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES PRIORTO CONSTRUCTION, BOTH PUBLIC AND PRIVATE.8. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND SALVAGING ANYIRRIGATION COMPONENTS AND ADJUSTING IRRIGATION AS REQUIRED FOROPERATION ON REMAINDER OF SITE DURING CONSTRUCTION.REVISIONS DATE DRAWN BYWAUKEE, IOWASHEETSCALEDATEDRAWN BY1005 EAST HICKMAN ROAD WAUKEE HY-VEE LOCATION HY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935EMPLOYEE OWNEDRC1.0DEMOLITIONPLAN30'90'GRAPHIC SCALE60'0GRAPHIC SCALEN O R T HONE CALLIOWACALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comCOLEGENDDEMO LEGENDX1 REMOVE EXISTING PAVEMENT, CURB AND GUTTER. SAWCUTMINIMUM 1 FOOT FROM EXISTING CURB AND GUTTER. SAW CUTALONG JOINT LINES.A PROTECT EXISTING UTILITY/STRUCTURE.BPROTECT EXISTING CURB AND GUTTER.CPROTECT EXISTING SIDEWALK.DPROTECT EXISTING VEGETATION.KEYED NOTES:PROTECT ITEMS:GENERAL NOTES1. UNIVERSITY OF IOWA COMMUNITY CREDITUNION SITE PLAN IS SHOWN FOR INFORMATIONONLY AND IS BASED ON SITE PLAN DRAWINGSPROVIDED BY OTHERS.CONTROL POINTSCP1NORTHING: 589232.353EASTING: 1543220.21ELEVATION: 1029.66DESCRIPTION: SW BURY BOLT ON FIRE HYDRANTCP2NORTHING: 588950.483EASTING: 1543277.059ELEVATION: 1032.244DESCRIPTION: SE BURY BOLT ON FIRE HYDRANT 1012IA HWY 6/ EAST HICKMAN ROADNE ALICE'S ROAD 10PRIVATE DRIVEFFE=1031.256,155 SF BUILDINGONE STORY4 BAY AUTOMATICCAR WASHNEW BUILDING3,800 SQ. FT.FFE=1031.501005 E. HICKMAN ROAD(PRIVATE)1075 E. HICKMAN ROAD1055 E. HICKMAN ROADHY-VEE GAS4,541 SFFFE = 1032.5025 STALLS ALONG C-STORE16 STALLS UNDER CANOPY41 STALLS TOTAL1025 E. HICKMAN ROADNE VENTURE DRIVEHICKMAN ROADNORTHEAST ALICE'S ROADREVISIONS DATE DRAWN BYWAUKEE, IOWASHEETSCALEDATEDRAWN BY1005 EAST HICKMAN ROAD WAUKEE HY-VEE LOCATION HY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935EMPLOYEE OWNEDRC2.0SITEPLANOVERALL APPLICANTHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266(515) 267-2819CONTACT: JEFF STEIN, PEOWNERHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266CIVIL ENGINEERLT LEON ASSOCIATES, INC.500 EAST LOCUST STREET, SUITE 400DES MOINES, IOWA 50309(515) 422-7016CONTACT: LUIS LEON, P.E.N O R T HONE CALLIOWACALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comPARKING SETBACKSFRONT - 10' FROM STREET RIGHT OF WAYREAR - 5' FROM PROPERTY LINESIDE - 5' FROM PROPERTY LINEFLOOD ZONE DESIGNATIONPROPERTY IS LOCATED IN ZONE 'X' ON THENATIONAL FLOOD INSURANCE PROGRAMFLOOD INSURANCE RATE MAP NO. 19049C0355EWITH A REVISED DATE OF DECEMBER 4, 2007.COLEGEND50'150'GRAPHIC SCALE100'0GRAPHIC SCALEOPEN SPACE REQUIREMENTS20% OF GROSS LAND AREA (15.00 AC)TOTAL REQUIRED OPEN SPACE: 3.00 ACTOTAL PROVIDED OPEN SPACE: 4.16 ACPARKING REQUIREMENTS REQUIREDEXISTINGPROPOSEDC-STORE: (5/1000 * 4,541) 23 25 0C-STORE CANOPY 0 16 0CAR WASH (1 PER BAY) 4 4 0GROCERY (4/1000 * 90,092) 360 680 -36FUTURE GROCERY STORE EXPANSION (4/1000 * 23,552) 94 - -TOTAL 481 725 689CAR WASH QUEUING (2 CARS PER BAY) 8 12 0PARKING SPACES REMOVED: 36PARKING SPACES PROPOSED: 0PERVIOUS/IMPERVIOUS CALC'STOTAL SITE AREA=653,536 S.F.TOTAL PERVIOUS AREA=181,414 S.F. (27.8%)TOTAL IMPERVIOUS AREA=472,122 S.F. (72.2%)ZONING AND LAND USEZONING: C-1B (LARGE SCALE COMMERCIAL DISTRICT)PROPOSED BUILDING GROSS FLOOR AREA:C-STORE:4,541 SFGROCERY:90,092 SFGROCERY EXPANSION: 23,552 SFTOTAL GROCERY W/ EXPANSION:113,644 SFCAR WASH:3,800 SFBUILDING SETBACKSFRONT:50 FEETSIDE: 0 FEET (PER PLAT)REAR:50 FEETPARKING LOT SETBACKFRONT:10 FEET FROM STREET RIGHT OF WAYREAR:5 FEET FROM PROPERTY LINESIDE:5 FEET FROM PROPERTY LINEMAXIMUM BUILDING HEIGHT (BULK REGULATIONS)ALLOWEDPROPOSED 50 FEET 35 FEETMAXIMUM NUMBER OF STORIESALLOWEDPROPOSEDGROCERY 3 1C-STORE3 1CAR WASH 3 1LEGAL DESCRIPTIONLOT 1 IN THE CROSSING AT ALICE'S ROAD PLAT 1, CITY OF WAUKEE,DALLAS COUNTY, IOWA. CONTAINING 586,348 S.F. (13.461 ACRES) MOREOR LESS. EXCEPT ROAD RIGHT OF WAY DEDICATED TO THE CITY OFWAUKEE.A PARCEL OF LAND IN OUTLOT 'Y', PRAIRIE CROSSING PLAT 3, AN OFFICIALPLAT RECORDED IN BOOK 2014, PAGE 10238, CITY OF WAUKEE, DALLASCOUNTY, IOWA THAT IS MORE PARTICULARLY DESCRIBED AS FOLLOWS:BEGINNING AT THE NE CORNER OF SAID OUTLOT 'Y', THENCE S00°20'20"E,669.02 FEET ALONG THE EAST LINE OF SAID OUTLOT 'Y' TO A POINT, SAIDPOINT ALSO BEING THE NE CORNER OF LOT 1, THE CROSSING AT ALICE'SROAD PLAT 2, AN OFFICIAL PLAT RECORDED IN BOOK 2008, PAGE 9605;THENCE WESTERLY ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF735.91 FEET AND A CHORD BEARING OF S87°14'17"W, AN ARC LENGTH OF200.67 FEET ALONG SAID EAST LINE OF OUTLOT 'Y' AND THE NORTH LINEOF SAID LOT 1 TO THE NW CORNER OF SAID LOT 1; THENCE N00°20'20"W,677.47 FEET TO A POINT ON THE NORTH LINE OF SAID OUTLOT 'Y', SAIDPOINT ALSO BEING ON THE SOUTH LINE OF PRAIRIE CROSSING PLAT 1, ANOFFICIAL PLAT RECORDED IN BOOK 2013, PAGE 20150; THENCEN89°39'26"E, 199.87 FEET ALONG SAID LINE TO THE POINT OF BEGINNINGAND CONTAINING 3.110 ACRES MORE OR LESS.TOTAL AREA OF DISTURBANCETOTAL AREA OF DISTURBANCE: 0.32 AC 1005 E. HICKMAN ROAD (PRIVATE) 1055 E. HICKMAN ROAD HY-VEE GAS 4,541 SF FFE = 1032.50 25 STALLS ALONG C-STORE 16 STALLS UNDER CANOPY 41 STALLS TOTAL 1025 E. HICKMAN ROAD NE VENTURE DRIVE REVISIONS DATE DRAWN BYWAUKEE, IOWASHEETSCALEDATEDRAWN BY1005 EAST HICKMAN ROAD WAUKEE HY-VEE LOCATION HY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935EMPLOYEE OWNEDRC2.1SITEPLAN30'90'GRAPHIC SCALE60'0GRAPHIC SCALEONE CALLIOWACALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comCOLEGENDN O R T HZONING AND LAND USEZONING: C-1B (LARGE SCALE COMMERCIALDISTRICT)EXISTING USE: GROCERY STOREPROPOSED USE: GROCERY STORE &AISLES ONLINE DRIVE THRUAPPLICANTHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266(515) 267-2819CONTACT: JEFF STEIN, P.E.LEGAL DESCRIPTIONLOT 1 IN THE CROSSING AT ALICE'S ROAD PLAT 1, CITY OFWAUKEE, DALLAS COUNTY, IOWA. CONTAINING 586,348 S.F. (13.461ACRES) MORE OR LESS. EXCEPT ROAD RIGHT OF WAYDEDICATED TO THE CITY OF WAUKEE.A PARCEL OF LAND IN OUTLOT 'Y', PRAIRIE CROSSING PLAT 3, ANOFFICIAL PLAT RECORDED IN BOOK 2014, PAGE 10238, CITY OFWAUKEE, DALLAS COUNTY, IOWA THAT IS MORE PARTICULARLYDESCRIBED AS FOLLOWS:BEGINNING AT THE NE CORNER OF SAID OUTLOT 'Y', THENCES00°20'20"E, 669.02 FEET ALONG THE EAST LINE OF SAID OUTLOT'Y' TO A POINT, SAID POINT ALSO BEING THE NE CORNER OF LOT 1,THE CROSSING AT ALICE'S ROAD PLAT 2, AN OFFICIAL PLATRECORDED IN BOOK 2008, PAGE 9605; THENCE WESTERLY ALONGA CURVE TO THE RIGHT HAVING A RADIUS OF 735.91 FEET AND ACHORD BEARING OF S87°14'17"W, AN ARC LENGTH OF 200.67 FEETALONG SAID EAST LINE OF OUTLOT 'Y' AND THE NORTH LINE OFSAID LOT 1 TO THE NW CORNER OF SAID LOT 1; THENCEN00°20'20"W, 677.47 FEET TO A POINT ON THE NORTH LINE OF SAIDOUTLOT 'Y', SAID POINT ALSO BEING ON THE SOUTH LINE OFPRAIRIE CROSSING PLAT 1, AN OFFICIAL PLAT RECORDED IN BOOK2013, PAGE 20150; THENCE N89°39'26"E, 199.87 FEET ALONG SAIDLINE TO THE POINT OF BEGINNING AND CONTAINING 3.110 ACRESMORE OR LESS.OWNERHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266CIVIL ENGINEERLT LEON ASSOCIATES, INC.500 EAST LOCUST STREET, SUITE 400DES MOINES, IOWA 50309(515) 422-7016CONTACT: LUIS LEON, P.E.SITE PLAN NOTES1. ROADS, PARKING SURFACES, CURBS AND SIDEWALKS: INSTALL WHERE INDICATEDON PLANS. CONCRETE SHALL BE A MIX DESIGN C-4 PER IOWA DOT SPECIFICATIONS.COMPRESSIVE STRENGTH: 4,000 PSI AT 28 DAYSAIR ENTRAINMENT: 5% MAXIMUMSUBSTITUTE FLY ASH: 15% MAXIMUM. FLY ASH SHALL CONFORM TO ASTM C618 CLASS C.PROVIDE CONTROL JOINTS 12'-0" O.C. EACH WAY UNLESS NOTED OTHERWISE.2. PERFORM CONCRETE WORK IN ACCORDANCE WITH ACI 301 AND ACI 318. CONFORMTO ACI 305 DURING HOT WEATHER AND ACI 306.1 DURING COLD WEATHER.3. CONCRETE FINISH: MEDIUM BROOM4. BACKER ROD: DO NOT USE BACKER ROD5. CURING AGENT: RESIN BASED, MEMBRANE FORMING COMPOUND COMPLYING WITHASTM C309, TYPE 16. SIDEWALK JOINT SEALANT: SELF-LEVELING POLYURETHANE GUN GRADE SEALANT.COLOR: GRAY.7. ROADS, PARKING, AND CURB JOINT SEALANT: HOT POURED JOINT SEALANTCOMPOSED OF PETROPOLYMERS MEETING REQUIREMENTS OF ASTM D 3405. FILLJOINTS FULL.8. CONCRETE TESTING: CORE COMPRESSIVE AND DEPTH TESTING AT 10 RANDOMLOCATIONS CHOSEN BY OWNER REPRESENTATIVE AT COMPLETION OF EXTERIORCONCRETE WORK. TESTING SHALL BE DONE FOR COMPLIANCE WITH ACI 318 AND INACCORDANCE WITH ASTM C24/C42M.9. SEE ARCHITECTURAL PLANS FOR BOLLARD LOCATIONS. BOLLARD LOCATIONS MUSTBE COORDINATED WITH AND APPROVED BY THE HY-VEE SITE WORK REPRESENTATIVEPRIOR TO BEGINNING WORK.10. SEE STRUCTURAL PLANS AND SOILS REPORT FOR ANY SPECIAL EXCAVATION ANDFILL REQUIREMENTS.11. CONTRACTOR SHALL SUBMIT A JOINTING PLAN FOR REVIEW PRIOR TO FORMINGPAVEMENTS.SIGNAGE AND STRIPING SPECIFICATIONS:1. PAINT TRAFFIC DIRECTION ARROWS, PARKING STRIPES,AND HANDICAP SYMBOLS "TRAFFIC YELLOW".2. PAINT SHALL BE LEAD FREE WATERBORNE TRAFFIC ANDHIGHWAY MARKING PAINT UC-3586 YELLOW ASMANUFACTURED BY DIAMOND VOGEL PAINTS OR EQUIVALENT.3. PROVIDE FOUNDRY GRADE SILICA SAND THAT MEETS A50/60 GRADED SAND WHEN TESTED ACCORDING TO ASTMC-136 OR GLASS BEADS THAT MEET FEDERAL SPECIFICATIONTT-B-1325, TYPE I, GRADATION A.4. BEFORE APPLICATION OF PAINT, PAINTING SURFACE MUSTBE DRY AND FREE FROM DIRT, GREASE, OIL, OR OTHERMATERIAL THAT WOULD REDUCE THE BOND BETWEEN THEPAVEMENT AND PAINT. CLEAN THE AREA TO BE PAINTED BYSWEEPING OR COMPRESSED 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.THE ADDITION OF THINNER WILL NOT BE PERMITTED.7. APPLY SILICA SAND AT 4LBS/GALLON OF PAINTIMMEDIATELY AFTER THE APPLICATION OF PAINT. SILICASAND SHALL ADHERE TO THE CURED PAINT PRIOR TO FINALACCEPTANCE AND PAYMENT.8. TREAT GLASS BEADS WITH ADHESION PROMOTINGCOATINGS AS SPECIFIED BY THE PAINT MANUFACTURER.APPLY GLASS BEADS AT 7LBS/GALLON OF PAINT IMMEDIATELYAFTER THE APPLICATION OF PAINT. GLASS BEADS SHALLADHERE TO THE CURED PAINT PRIOR TO FINAL ACCEPTANCEOF PAYMENT.9. PROTECT ALL MARKINGS FROM DAMAGE UNTIL PAINT ISDRY.1. PROTECT EXISTING STRUCTURES AND ADJACENT PROPERTY DURING CONSTRUCTION.2. PROTECT EXISTING UTILITIES DURING CONSTRUCTION.3. THE LOCATIONS OF ALL UTILITIES INDICATED ON THE PLANS ARE TAKEN FROM EXISTINGRECORDS. THE EXACT LOCATION AND ELEVATION OF ALL UTILITIES MUST BE DETERMINEDBY THE CONTRACTOR. IT SHALL BE THE DUTY OF THE CONTRACTOR TO ASCERTAINWHETHER ANY ADDITIONAL UTILITIES OTHER THAN THOSE SHOWN ON THE PLAN MAY BEPRESENT.4. ALL DIMENSIONS TO BACK-OF-CURB UNLESS NOTED OTHERWISE. ALL DIMENSIONS TOBE FIELD VERIFIED.5. CONTRACTOR TO VERIFY BUILDING DIMENSIONS WITH ARCHITECTURAL PLANS.6. ALL SLOPES IN PAVEMENT SHALL BE UNIFORM TO AVOID PONDING.7. UNLESS DETAILED OR NOTED OTHERWISE, PROVIDE 1" PRE-MOLDED EXPANSION JOINTMATERIAL WHERE CONCRETE IS POURED AGAINST BUILDING. PROVIDE 1" EXPANSIONMATERIAL WHERE CONCRETE IS POURED AGAINST EXISTING CONCRETE. SETPRE-MOLDED MATERIAL TIGHT AGAINST BUILDING AND/OR CONCRETE TO ELIMINATEVOIDS.8. FINISH GRADES SHOWN ARE TO TOP OF PAVING, SIDEWALKS, OR FINISH GRADE.9. STAGING LOCATION FOR CONSTRUCTION EQUIPMENT AND MATERIALS TO BECOORDINATED WITH AND APPROVED BY THE OWNER.10. ANY PROPOSED CHANGES TO THE PLAN SET SHALL BE APPROVED IN WRITING BY THECITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT.11. CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTIONTHAT HAVE NOT BEEN GRANTED APPROVAL IN WRITING BY THE CITY OF WAUKEEDEVELOPMENT SERVICES DEPARTMENT.PARKING SETBACKSFRONT - 10' FROM STREET RIGHT OF WAYREAR - 5' FROM PROPERTY LINESIDE - 5' FROM PROPERTY LINEFLOOD ZONE DESIGNATIONPROPERTY IS LOCATED IN ZONE 'X' ON THENATIONAL FLOOD INSURANCE PROGRAMFLOOD INSURANCE RATE MAP NO.19049C0355EWITH A REVISED DATE OF DECEMBER 4, 2007.HAZARDOUS SUBSTANCE NOTES1. SUBSTANCES REGULATED BY FEDERAL LAWUNDER THE RESOURCE CONSERVATION ANDRECOVER ACT (RCRA) OR THE COMPREHENSIVEENVIRONMENTAL RESPONSE COMPENSATION ANDLIABILITY ACT (CERCLA) WHICH ARE TRANSPORTED,STORED OR USED FOR MAINTENANCE, CLEANINGOR REPAIRS SHALL BE MANAGED ACCORDING TOTHE PROVISIONS OF RCRA AND CERCLA.2. ALL PAINTS, SOLVENTS, PETROLEUM PRODUCTSAND PETROLEUM WASTE PRODUCTS (EXCEPTFUELS) AND STORAGE CONTAINERS (SUCH ASDRUMS, CANS OR CARTONS) SHALL BE STOREDSUCH THAT THESE MATERIALS ARE NOT EXPOSEDTO STORM WATER. SUFFICIENT PRACTICES OFSPILL PREVENTION, CONTROL, AND/ORMANAGEMENT SHALL BE PROVIDED TO PREVENTANY SPILLS OF THESE POLLUTANTS FROMENTERING A WATER OF THE STATE. ANYCONTAINMENT SYSTEM USED TO IMPLEMENT THISREQUIREMENT SHALL BE CONSTRUCTED OFMATERIALS COMPATIBLE WITH THE SUBSTANCESCONTAINED AND SHALL ALSO PREVENT THECONTAMINATION OF GROUNDWATER.OPEN SPACE REQUIREMENTS20% OF GROSS LAND AREA (15.00 AC)TOTAL REQUIRED OPEN SPACE: 3.00 ACTOTAL PROVIDED OPEN SPACE: 4.16 ACPERVIOUS/IMPERVIOUS CALC'STOTAL SITE AREA=653,536 S.F.TOTAL PERVIOUS AREA=181,414 S.F. (27.8%)TOTAL IMPERVIOUS AREA=472,122 S.F. (72.2%)PARKING REQUIREMENTS REQUIREDEXISTINGPROPOSEDC-STORE: (5/1000 * 4,541) 23 25 0C-STORE CANOPY 0 16 0CAR WASH (1 PER BAY) 4 4 0GROCERY (4/1000 * 90,092) 360 680 -36FUTURE GROCERY STORE EXPANSION (4/1000 * 23,552) 94 - -TOTAL 481 725 689CAR WASH QUEUING (2 CARS PER BAY) 8 12 0 SanSanSanSanSanSanSanSanSanSanSanSanSanSanSanSanSanONE STORY 4 BAY AUTOMATIC CAR WASH NEW BUILDING 3,800 SQ. FT. FFE=1031.50 1005 E. HICKMAN ROAD (PRIVATE) 1055 E. HICKMAN ROAD HY-VEE GAS 4,541 SF FFE = 1032.50 25 STALLS ALONG C-STORE 16 STALLS UNDER CANOPY 41 STALLS TOTAL 1025 E. HICKMAN ROAD NE VENTURE DRIVE REVISIONS DATE DRAWN BYWAUKEE, IOWASHEETSCALEDATEDRAWN BY1005 EAST HICKMAN ROAD WAUKEE HY-VEE LOCATION HY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935EMPLOYEE OWNEDRC2.2DIMENSIONPLANONE CALLIOWACALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comCOLEGENDN O R T H30'90'GRAPHIC SCALE60'0GRAPHIC SCALE SanSanSanSanSanSanSanSanSanSanSanSanSanSanSanSanSanONE STORY 4 BAY AUTOMATIC CAR WASH NEW BUILDING 3,800 SQ. FT. FFE=1031.50 1005 E. HICKMAN ROAD (PRIVATE) 1055 E. HICKMAN ROAD HY-VEE GAS 4,541 SF FFE = 1032.50 25 STALLS ALONG C-STORE 16 STALLS UNDER CANOPY 41 STALLS TOTAL 1025 E. HICKMAN ROAD NE VENTURE DRIVE1029.68 GU M.E.1030.18 TC M.E.1029.25 GU1029.75 TC1029.901029.501029.001028.81 GU M.E.1028.84 M.E.1029.001029.60 M.E.1029.25 M.E.1028.85 M.E.1029.98 M.E.1028.87 M.E.1029.36 M.E.1029.31 M.E.1029.27 M.E.1028.90 GU1029.40 TC1029.55 GU1030.05 TC1029.751029.351029.80 GU1030.30 TC1029.16 M.E.1028.99 M.E.1029.73 M.E.1029.65 GU1030.15 TC1029 1029.60 GU1030.10 TC1030.08 M.E.1030.23 M.E.1029.83 M.E.1029.93 M.E.1030.29 M.E.1030.51 GU M.E.1031.01 TC M.E.1029.38 M.E.1028.52 M.E.1029.73 M.E.REVISIONS DATE DRAWN BYWAUKEE, IOWASHEETSCALEDATEDRAWN BY1005 EAST HICKMAN ROAD WAUKEE HY-VEE LOCATION HY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935EMPLOYEE OWNEDRC3.0GRADINGPLANGRADING NOTES1. STRIPPING, SALVAGING, AND SPREADING OF ON-SITE TOPSOIL SHALL COMPLY WITHSUDAS SECTION 2010.2. PROVIDE AND MAINTAIN EROSION CONTROL DEVICES WHERE SHOWN ON PLANS.DEVICES TO REMAIN IN PLACE UNTIL PAVEMENT AND INTAKES ARE CONSTRUCTED ANDUNTIL A LAWN IS ESTABLISHED.3. IN AREAS TO RECEIVE ADDITIONAL FILL OVER EXISTING FILL MATERIALS, REMOVE TOP12" OF MATERIAL AND SCARIFY AND RECOMPACT THE NEXT 9" OF RESULTING SUBGRADE.COMPACT TO 95% STANDARD PROCTOR DENSITY. SUBSEQUENT FILL TO BE COMPACTEDTO 95% STANDARD PROCTOR DENSITY TO WITHIN 1.0' OF FINAL SUBGRADE. THE FINAL 1.0'OF FILL TO BE COMPACTED TO 98% STANDARD PROCTOR.4. SCARIFY AND RECOMPACT THE TOP 9" OF SUBGRADE IN ALL CUT AREAS AFTER ROUGHGRADING IS COMPLETED. COMPACT THE ENTIRE PAVING AND BUILDING SUBGRADE TO95% STANDARD PROCTOR DENSITY TO WITHIN 1.0' OF FINAL SUBGRADE. THE FINAL 1.0' OFFILL TO BE COMPACTED TO 98% STANDARD PROCTOR.5. PROVIDE MINIMUM OF 1.0' OF COMPACTED NON-EXPANSIVE COHESIVE SOIL BENEATHALL PAVEMENTS.6. ALL FILL AND BACKFILL MATERIALS SHALL BE APPROVED BY THE GEOTECHNICALENGINEER. PLACE ALL FILLS IN LIFTS OF NINE INCHES OR LESS LOOSE THICKNESS. ALL FILLSHALL BE PLACED BETWEEN 1% BELOW AND 4% ABOVE OPTIMUM MOISTURE CONTENT.7. FINISH CONTOURS SHOWN ARE TO TOP OF PAVEMENT OR TO TOP OF TOPSOIL. SEEBUILDING PLANS AND CONSTRUCTION DETAILS FOR FINISHED SUBGRADE BELOW FINISHEDFLOOR AND PAVEMENT SECTIONS.8. SCARIFY SUBGRADE TO DEPTH OF 3" WHERE TOPSOIL IS SCHEDULED. SCARIFY INAREAS WHERE EQUIPMENT USED FOR HAULING AND SPREADING TOPSOIL HAS CAUSEDCOMPACTED SUBSOIL.9. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TOCONSTRUCTION, BOTH PUBLIC AND PRIVATE.10. SPOT ELEVATIONS ARE SHOWN AT TOP OF FINISH GRADE, ADD 6" TO ELEVATIONS INPAVED AREAS TO FIND TOP OF CURB ELEVATIONS.11. COMPLY WITH RECOMMENDATIONS PROVIDED IN GEOTECHNICAL REPORT, UNLESSINDICATED OTHERWISE ON PLANS. RECOMMENDATIONS INCLUDE MINIMUM COMPACTIONREQUIREMENTS, MOISTURE CONTENT RANGES, PAVEMENT SUBGRADE PREPARATION ANDDEPTH OF TOPSOIL STRIP, SALVAGE AND RESPREAD.12. GRADING ACROSS UNPAVED AREA SHALL BE 2% MINIMUM SLOPE.30'90'GRAPHIC SCALE60'0GRAPHIC SCALEONE CALLIOWACALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comCOLEGENDN O R T HCONTROL POINTSCP1NORTHING: 589232.353EASTING: 1543220.21ELEVATION: 1029.66DESCRIPTION: SW BURY BOLT ON FIRE HYDRANTCP2NORTHING: 588950.483EASTING: 1543277.059ELEVATION: 1032.244DESCRIPTION: SE BURY BOLT ON FIRE HYDRANT San San San San San San San San San San San San San San San San San SanSanSanSanSanSanSanSanSanSanSanSanSanSanSanSanSanSanONE STORY 4 BAY AUTOMATIC CAR WASH NEW BUILDING 3,800 SQ. FT. FFE=1031.50 1005 E. HICKMAN ROAD (PRIVATE) MODIFY EXISTING INTAKE REPLACE GRATE W/'SW-602' TYPE 'F' CASTING RAISE RIM=1027.05 MODIFY EXISTING INTAKE REPLACE GRATE W/'SW-604' TYPE 'G' CASTING RAISE RIM=1026.90 FL (S)=1019.85 ST #11 TYPE 'SW-511' AREA INTAKE W/'SW-604' TYPE '6' CASTING GRATE=1026.70 FL (W)=1022.50 ST #10 TYPE 'SW-511' AREA INTAKE W/'SW-604' TYPE '6' CASTING GRATE=1026.80 FL (W)=1020.55 FL (E)=1020.55 FL (N)= 1020.35 ST #12 TYPE 'SW-511' AREA INTAKE W/'SW-604' TYPE '6' CASTING GRATE=1026.80 FL (E)=1022.60 10 LF 18" RCP CLASS III @ 5.00% 91 LF 15" RCP CLASS III @ 2.25% 130 LF 15" RCP CLASS III @ 1.50% 1055 E. HICKMAN ROAD HY-VEE GAS 4,541 SF FFE = 1032.50 25 STALLS ALONG C-STORE 16 STALLS UNDER CANOPY 41 STALLS TOTAL 1025 E. HICKMAN ROAD DOWN SPOUTS (TYP.)INSTALL 3'X3' PRECASTSPLASH BLOCKS, TYP. NE VENTURE DRIVE 80 LF 15" HDPE @1.00% MIN. StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS 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StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StS StSStS StSStS StSStSStS StSStS StSStS StSStS StSStS StS StSStS StSStS StSStS StSStS StSStSStS StSStS StSStS StSStS StSStS StSStSStS StSStS StSStS StSStS StSStS StS StSStS StSStS StSStS StSStS StSStSStS StSStS StSStS StSStS StSStS StS StSStS 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San San San San San San San San San San San San San San San San San San San SanSan SanSan San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San SanSan San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San SanSan San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San SanSan SanSan San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San SanSan SanSan San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San SanSan SanSan San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San SanSan SanSan San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San SanSan SanSan San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San SanSan SanSan San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San SanSan San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San SanSan San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San San SanP3P3P3P1P1P1 REVISIONS DATE DRAWN BYWAUKEE, IOWASHEETSCALEDATEDRAWN BY1005 EAST HICKMAN ROAD WAUKEE HY-VEE LOCATION HY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935EMPLOYEE OWNEDRC4.0UTILITYPLANUTILITY NOTES1. PROTECT EXISTING UTILITIES WHICHARE TO REMAIN. THE LOCATIONS OF ALLUTILITIES INDICATED ON THE PLANS ARETAKEN FROM EXISTING RECORDS. THEEXACT LOCATION AND ELEVATION OF ALLUTILITIES MUST BE DETERMINED BY THECONTRACTOR. IT SHALL BE THE DUTY OFTHE CONTRACTOR TO ASCERTAINWHETHER ANY ADDITIONAL FACILITIESOTHER THAN THOSE SHOWN ON THE PLANMAY BE PRESENT.2. SEE DETAILS FOR UTILITY TRENCHCONSTRUCTION REQUIREMENTS.GEOTECHNICAL ENGINEER TO OBSERVEUTILITY TRENCH BACKFILL ANDCOMPACTION PROCEDURES.3. PER SUDAS SPECIFICATIONS, VERTICALSEPARATION OF SANITARY AND STORMSEWERS CROSSING ANY WATER MAINSHOULD BE AT LEAST 18 INCHES.SITE LIGHTING NOTES1. NOTIFICATION: CONTRACTOR SHALL NOTIFY HY-VEE A MINIMUM OF 60 DAYS PRIOR TO THE ANTICIPATED DATE OF INSTALLATION.2. MATERIAL: OWNER WILL PURCHASE SITE LIGHTING MATERIALS. THOSE MATERIALS INCLUDE THE FOLLOWING: FIXTURES WITHLAMPS, TENON, POLE, ANCHOR BOLTS AND ANCHOR BOLT TEMPLATE. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR RECEIVING,UNLOADING, AND VERIFYING QUANTITIES AND CONDITIONS OF THESE MATERIALS. INSPECT ALL PACKAGES FOR EXTERIOR DAMAGEBEFORE THE CARRIER LEAVES THE SITE, AND NOTIFY OWNER'S REPRESENTATIVE WITH INFORMATION ON THE SHIPMENT. RETURN ACOPY OF THE PACKING LIST TO HY-VEE WITHIN SEVEN DAYS AFTER RECEIPT OF THE MATERIALS WITH NOTES REGARDING ANYDAMAGED GOODS OR THE LACK OF DAMAGE.3. STORAGE OF MATERIALS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR STORAGE AND PROTECTION OF ALL SITE LIGHTINGMATERIALS, AND FOR INSTALLATION OF A FUNCTIONING SYSTEM WHICH MEETS HY-VEE'S APPROVAL.4. CONDUIT AND WIRE: CONDUIT AND WIRE FOR SITE LIGHTING SHALL BE SIZED BY THE GENERAL CONTRACTOR AND APPROVED BYHY-VEE.5. TESTING: A MINIMUM OF 30 DAYS BEFORE THE STORE'S GRAND OPENING, THE CONTRACTOR SHALL CONDUCT A 100 HOURCONSECUTIVE TEST OF THE SITE LIGHTING SYSTEM. THIS IS INTENDED TO EXPOSE BURNED OUT LAMPS OR OTHER PROBLEMS WHILEELECTRICIANS AND EQUIPMENT ARE STILL ON SITE. HY-VEE SHALL BE NOTIFIED WITH THE RESULTS OF THIS TEST AS SOON ASPOSSIBLE SO REPLACEMENT MATERIALS CAN BE OBTAINED IF NECESSARY.6. WIRING INFORMATION: SEE SHEET E-1 FOR CIRCUIT AND PANEL ASSIGNMENTS. A WIRING DIAGRAM FOR THE PARKING LOT LIGHTS ISREQUIRED FOR FUTURE REFERENCE. MAKE EDITS ON SITE UTILITY PLAN AND RETURN TO OWNER WITH AS-BUILT NOTES.7. REFER TO FIXTURE AND POLE BASE DETAIL.30'90'GRAPHIC SCALE60'0GRAPHIC SCALEONE CALLIOWACALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comCOLEGENDN O R T HLuminaire Schedule - ExistingSymbolQtyLabelArrangementTotal Lamp LumensLLFDescription4P2_1SINGLE820000.750AL4P-750-3F-XXX-30' POLE ON 3' BASE17P1_2SINGLE820000.700AL4P-750-5F-XXX - 30' POLE ON 3' BASE6R1_1SINGLE64000.812OM82H42PLT-CS4R2_1SINGLE200000.750RDS250PM27-SFS16C2_1SINGLEN.A.0.850CRO3-ES-LED-84-450-CW-UE22W1A_1SINGLE125000.750WTM150MMT-FWT3P3SINGLEN.A.0.850PFAS-92L-700-NW-G1-33P1SINGLEN.A.0.850PFAS-230L-700-NW-G1-5W5CSINGLEN.A.0.900GC57-NW-G1-5-8Luminaire Schedule Proposed 1012IA HWY 6/ EAST HICKMAN ROADNE ALICE'S ROAD 10PRIVATE DRIVEFFE=1031.256,155 SF BUILDINGONE STORY4 BAY AUTOMATICCAR WASHNEW BUILDING3,800 SQ. FT.FFE=1031.501005 E. HICKMAN ROAD(PRIVATE)1075 E. HICKMAN ROAD1055 E. HICKMAN ROADHY-VEE GAS4,541 SFFFE = 1032.5025 STALLS ALONG C-STORE16 STALLS UNDER CANOPY41 STALLS TOTAL1025 E. HICKMAN ROADNE VENTURE DRIVEHICKMAN ROADNORTHEAST ALICE'S 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DATE DRAWN BYWAUKEE, IOWASHEETSCALEDATEDRAWN BY1005 EAST HICKMAN ROAD WAUKEE HY-VEE LOCATION HY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935EMPLOYEE OWNEDRC4.1PHOTOMETRICPLANN O R T HONE CALLIOWACALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comCOLEGEND50'150'GRAPHIC SCALE100'0GRAPHIC SCALELuminaire Schedule - ExistingSymbolQtyLabelArrangementTotal Lamp LumensLLFDescription4P2_1SINGLE820000.750AL4P-750-3F-XXX-30' POLE ON 3' BASE17P1_2SINGLE820000.700AL4P-750-5F-XXX - 30' POLE ON 3' BASE6R1_1SINGLE64000.812OM82H42PLT-CS4R2_1SINGLE200000.750RDS250PM27-SFS16C2_1SINGLEN.A.0.850CRO3-ES-LED-84-450-CW-UE22W1A_1SINGLE125000.750WTM150MMT-FWT3P3SINGLEN.A.0.850PFAS-92L-700-NW-G1-33P1SINGLEN.A.0.850PFAS-230L-700-NW-G1-5W5CSINGLEN.A.0.900GC57-NW-G1-5-8Luminaire Schedule Proposed SanSanSanSanSanSanSanSanSanSanSanSanSanSanSanSanSanONE STORY 4 BAY AUTOMATIC CAR WASH NEW BUILDING 3,800 SQ. FT. FFE=1031.50 1005 E. HICKMAN ROAD (PRIVATE) 1055 E. HICKMAN ROAD HY-VEE GAS 4,541 SF FFE = 1032.50 25 STALLS ALONG C-STORE 16 STALLS UNDER CANOPY 41 STALLS TOTAL 1025 E. HICKMAN ROAD NE VENTURE DRIVE39SA15CA50RF31RFSOD22CA39RF REVISIONS DATE DRAWN BYWAUKEE, IOWASHEETSCALEDATEDRAWN BY1005 EAST HICKMAN ROAD WAUKEE HY-VEE LOCATION HY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935EMPLOYEE OWNEDRC5.0LANDSCAPINGPLANONE CALLIOWACALL 811 / 1-800-292-89892 Working Days BEFORE YOU DIGDigSafeWait48.comCOLEGENDN O R T H30'90'GRAPHIC SCALE60'0GRAPHIC SCALE37 CACalamagrostis x acutifoliaFEATHER REED GRASS3 Gal.Cont.120 RF Rudbeckia fulgida 'Goldstrum'BLACK EYED SUSAN3 Gal.Cont.39 SA Sedum x 'Autumn Joy'AUTUMN JOY SEDUM3 Gal.Cont.NOTE: CONTRACTOR TO VERIFY QUANTITY OF EXISTING PLANT MATERIAL IN ISLAND PRIOR TO PURCHASING NEW PRODUCT.QTY IDCOMMON NAMEBOTANICAL NAMESIZEMETHODLEGENDSODGENERAL NOTES1. ALL PLANT MATERIAL INSTALLATION, INCLUDING SEED AND SOD, SHALL BECOMPLETED PRIOR TO GRAND OPENING.2. ALL PLANT MATERIAL SHALL MEET MINIMUM REQUIREMENTS SHOWN IN THE"AMERICAN STANDARD FOR NURSERY STOCK" (ANSI Z60.1-LATEST ADDITION).3. NO PLANT MATERIAL SHALL BE SUBSTITUTED WITHOUT THE APPROVAL OFHY-VEE, INC.4. THE CONTRACTOR SHALL VERIFY LOCATION AND PROTECT ALL UTILITIES ANDSTRUCTURES. DAMAGE TO UTILITIES AND STRUCTURES SHALL BE REPAIRED BY THECONTRACTOR TO THE SATISFACTION OF THE OWNER OF THE UTILITIES5. PLANT MATERIAL QUANTITIES ARE FOR CONTRACTORS' CONVENIENCE.DRAWINGS SHALL GOVERN.6. SEE THE GRADING, UTILITY, AND SITE PLANS FOR ADDITIONAL INFORMATION.7. PROVIDE A ONE-YEAR WARRANTY ON ALL TREES, SHRUBS AND PERENNIALS.SOIL PREPARATION:1. TOPSOIL SHALL BE LOCAL FERTILE AGRICULTURAL SOIL FREE OF SUBSOILS,ROCKS, CLAYS, PLANTS, WEEDS, ROOTS AND OTHER IMPURITIES. PH VALUE SHALLBE 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 6". TOPSOIL PLACEMENT SHALL TAKEPLACE DURING DRY WEATHER. PREPARE TOPSOIL SO THAT IT IS FREE OF DEBRISAND GRADED TO DRAIN AS INDICATED ON GRADING PLANS.5. LIGHTLY COMPACT TOPSOIL AFTER PLACEMENT AND PROHIBIT CONSTRUCTIONTRAFFIC FROM AREAS WITH TOPSOIL.SOD:1. SOD SHALL BE NURSERY GROWN GRADE; CULTIVATED GRASS SOD WITH STRONGFIBROUS ROOT SYSTEM FREE OF STONES, BURNED OR BARE SPOTS CONTAININGNO MORE THAN 5 WEEDS PER 1000 SF.2. SOD MIXTURE SHALL BE 40% KENTUCKY BLUEGRASS, 30% PERENNIAL RYEGRASS,30% FINE FESCUES3. FERTILIZER FOR SODDED AREAS SHALL BE NITROGEN 10%, PHOSPHORIC ACID10%, SOLUBLE POTASH 10%.4. APPLY FERTILIZER AT APPLICATION RATE OF 1LB/1000 SF TO TOPSOIL PRIOR TOPLACING 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 IF TEMPERATUREIS 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 SHOWS VIGOROUSGROWTH WITH NO BARE SPOTS EXCEEDING 1 SF. CONTRACTOR IS RESPONSIBLEFOR WATERING AND REPLACING SOD AS NEEDED UNTIL ACCEPTED.PLANTING:1. PRESERVE AND PROTECT EXISTING TREES TO REMAIN. CONTRACTOR SHALLERECT 4' CONSTRUCTION FENCE AROUND PERIMETER OF TREES AT THE DRIP LINE.CONTRACTOR SHALL NOT STORE MATERIALS OR ALLOW VEHICLES TO ACCESS ORPARK INSIDE DRIP LINES.2. DO NOT INSTALL PLANTS WHEN AMBIENT TEMPERATURES DROP BELOW 35° F. ORRISE ABOVE 90° F. DO NOT INSTALL PLANTS WHEN WIND VELOCITIES EXCEED 30MPH.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 FROM AGRICULTURAL, FOOD,INDUSTRIAL RESIDUALS, BIOSOLIDS, OR YARD TRIMMINGS. COMPOST WILL BE FREEOF LARGE PARTICLES AND WILL POSSESS NO OBJECTIONABLE ODOR, NORRESEMBLE THE MATERIAL FROM WHICH IT WAS DERIVED6. MULCH: COMPOSTED, SHREDDED HARDWOOD BARK, DARK BROWN IN COLOR.7. FILL PLANTING PITS WITH WATER TO DETERMINE DRAINAGE. IF WATER REMAINSIN HOLE AFTER 24 HOURS, INSTALL FRENCH DRAIN AS SHOWN IN DETAILS TOINSURE PROPER DRAINAGE.8. INITIAL ACCEPTANCE: UPON COMPLETION OF PLANTING, OWNER'SREPRESENTATIVE WILL REVIEW WORK AND TAKE INITIAL ACCEPTANCE OF WORKUPON CORRECTION OF ANY NOTED DEFICIENCIES.IRRIGATION1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGNAND FURNISHING ALL LABOR, MATERIALS, ACCESSORIES,EQUIPMENT AND OPERATIONS NECESSARY FORINSTALLATION OF IRRIGATION SYSTEM.2. CONTRACTOR TO SUBMIT IRRIGATION SYSTEM DESIGN ANDCOMPONENT CUT SHEETS TO HY-VEE FOR REVIEW ANDAPPROVAL PRIOR TO ORDERING.3. CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALLNECESSARY APPROVALS, PERMITS, LICENSES ANDINSPECTIONS REQUIRED BY LOCAL, MUNICIPAL, AND STATEJURISDICTIONS.4. SYSTEM SHALL BE ELECTRIC SOLENOID CONTROLLEDUNDERGROUND IRRIGATION SYSTEM WITH PRESSUREBLOW-OUT DRAIN AS MANUFACTURED BY RAIN BIRDMANUFACTURING CORP. OR THE TORO COMPANY.SUBSTITUTIONS SUBJECT TO OWNER REVIEW ANDAPPROVAL.5. AREAS TO BE IRRIGATED INCLUDE ALL SPACE INDICATEDAS "SOD" ON THE PLANTING PLAN AND INCLUDE PARKING LOTISLANDS, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDSTO BE IRRIGATED VIA DRIP TYPE IRRIGATION.MATERIALSPIPING:1.1.PVC PIPE: ASTM D2241, 200 PSI PRESSURE RATED UPSTREAM FROM CONTROLS, 160 PSIDOWNSTREAM.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 FORFLOW 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, DOUBLE CHECK VALVE TYPE.3. CONTROLS AND CONTROL VALVES:1.1.CONTROLLER: AUTOMATIC CONTROLLER, MICROPROCESSOR SOLID STATE CONTROLWITH VISIBLE READOUT DISPLAY, TEMPORARY OVERRIDE FEATURE TO BYPASS CYCLE,TIMER FOR MULTIPLE STATION SYSTEM, PROGRAMMABLE FOR QUARTER HOURINCREMENTS, WITH AUTOMATIC START AND SHUTDOWN, RAIN SENSOR CAPABLE OFTURNING OFF THE IRRIGATION SYSTEM IF ADEQUATE RAINFALL IS RECEIVED.1.2.CONTROLLER HOUSING: NEMA 250 TYPE 3; WEATHERPROOF, WATERTIGHT, WITHLOCKABLE ACCESS DOOR.1.3.VALVES: ELECTRIC SOLENOID NORMALLY CLOSED; HYDRAULIC TUBING, WIRING,INCLUDING REQUIRED FITTINGS AND ACCESSORIES1.4.WIRE CONDUCTORS: COLOR CODED. COPPER CONDUCTOR, DIRECT BURIAL TYPE.1.5.PROVIDE RAIN SENSORS.1.6.DISCONNECT SWITCH: FACTORY MOUNTED DISCONNECT SWITCH IN CONTROL PANEL.EXECUTION1. VERIFY LOCATIONS AND DEPTHS OF EXISTING UTILITIES AND CONDITIONS PRIOR TOCONSTRUCTION. VERIFY THAT REQUIRED UTILITIES ARE AVAILABLE, IN PROPER LOCATION, ANDREADY FOR USE.2. COORDINATE LOCATION OF SLEEVES UNDER PAVING TO ACCOMMODATE SYSTEM.3. ROUTE PIPING TO AVOID PLANTS, GROUND COVER, AND STRUCTURES4. TRENCH TO ACCOMMODATE GRADE CHANGES AND SLOPE TO DRAINS. KEEP TRENCHES FREEOF DEBRIS AND MATERIAL THAT ARE DAMAGING TO THE 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 100 FOOT INTERVALS.BURY WIRE BESIDE PIPE. MARK VALVES WITH NEOPRENE VALVE MARKERS CONTAINING LOCKINGDEVICE. SET VALVE MARKERS IN 160 PSI PIPE RISERS EXITING FROM TOP OF VALVE TO FINISHGRADE.8. AFTER PIPING IS INSTALLED AND PRIOR TO INSTALLING OUTLETS AND BACKFILLING, OPENVALVES AND FLUSH SYSTEM WITH FULL HEAD OF WATER.9. INSTALL 3 INCH SAND COVER OVER PIPING AND PROTECT PIPE FROM DISPLACEMENT.10. PRIOR TO BACKFILLING, TEST SYSTEM FOR LEAKS FOR WHOLE SYSTEM MAINTAINING 100 PSIPRESSURE FOR ONE HOUR. SYSTEM IS ACCEPTABLE WHEN NO LEAKAGE OR LOSS OF PRESSUREOCCURS AND SYSTEM SELF DRAINS DURING TEST PERIOD.11. ADJUST CONTROL SYSTEM TO ACHIEVE TIME CYCLES REQUIRED TO ESTABLISH NEWLYINSTALLED PLANTS.12. ADJUST HEADS FOR FULL WATER COVERAGE OF PLANTED AREAS.13. INSTRUCT STORE PERSONNEL IN OPERATION AND MAINTENANCE OF SYSTEM, INCLUDINGADJUSTING OF SPRINKLER HEADS. USE OPERATION AND MAINTENANCE MATERIAL AS BASIS FORDEMONSTRATION.14. FURNISH THE OPERATION AND MAINTENANCE MATERIALS, TWO EXTRA SPRINKLER HEADS OFEACH TYPE AND SIZE, TWO VALVE KEYS FOR MANUAL VALVES, TWO VALVE BOX KEYS, TWO KEYSFOR VALVE MARKERS, AND TWO WRENCHES FOR EACH HEAD CORE AND FOR REMOVING ANDINSTALLING EACH HEAD TYPE.15. PROVIDE ONE COMPLETE SPRING SEASON START UP AND FALL SEASON SHUT DOWN. HY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDSCALE: 1" = 1'-0"REVISIONBYDATEINTEGRAL CURB AND GUTTERHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDSCALE: 1" = 1'-0"REVISIONBYDATEPCC CURB AND GUTTERHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDSCALE: 3/8" = 1'-0"REVISIONBYDATESIGN LEGEND ASSEMBLYHY-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 PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDREVISION BYDATEHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDSCALE: 3/8" = 1'-0"REVISIONBYDATEPAVEMENT JOINT DETAILS (1 OF 2)10" PAINTED STRIPE"TRAFFIC YELLOW" WITHSILICA SAND PERSPECIFICATIONS, TYP DIRECTIONAL ARROWC6.1 DETAILSJMD02/28/18JMD02/28/18JMD02/28/18ISSUE DATEISSUE DATEISSUE DATEISSUE DATEISSUE DATEISSUE DATETHANK 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 LOCALCODESeasierhealthierhappierThank Youfor shoppingeasierhealthierhappierWelcome 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 1289HY-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"REVISIONBYDATEPAVEMENT JOINT DETAILS (2 OF 2)ISSUE DATE35SCALE: 1" = 1'-0"LIGHT DUTY CONCRETE PAVING SECTION, TYP.6HY-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 6SG BOLLARD4TYP6" 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 PATTERNMCCUE BOLLARD SLEEVE,COLOR: 105 STEEL GREY6" Ø BOLLARDSCHEDULE 40 STEEL PIPEMCCUE STEEL GREY BOLLARD COVERJMD10/12/18EXISTING ACCEXISTING SUBGRADE12" COMPACTED SUB BASE,EXTEND 6" BEYOND BACKOF CURBCONTRACTION 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.)EXISTING PAVEMENTT/4 (MIN.)NEW PAVEMENTSEE DETAIL 'A'TIED EXPANSION JOINTPREFORMED RESILIENTJOINT MATERIALSEE DETAIL 'B'24"-#4 DEFORMED TIEBARS @ 30" O.C.DRILL HOLE 18" IN DIAMETER LARGER THANTHE BAR SIZE INTO EXISTING HARDENEDPAVEMENT. LENGTH OF DRILLED HOLESHALL BE 1" LONGER THEN BAR EMBEDMENTTOP OF PAVEMENTSEALANT1/2"-3/4"AAJOINT SEALANTMATERIAL1/8" to 5/16" SAW CUTCRACK ORJOINT LINE1" JOINT SEALANTMATERIALBUILDING WALL, LIGHTPOLE BASE, CANOPYCOLUMN OR SIMILARSEE 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'EXISTING SUBGRADE12" COMPACTED SUB BASE,EXTEND 6" BEYOND BACKOF CURBC4 MIX DESIGN PER IOWADOT SPECIFICATIONSLIGHT DUTYC4 MIX DESIGN PER IOWADOT SPECIFICATIONSEXISTING SUBGRADESCARIFIED ANDRECOMPACTED SUBGRADEREVISIONS DATE DRAWN BYWAUKEE, IOWASHEETSCALEDATEDRAWN BY1005 EAST HICKMAN ROAD WAUKEE HY-VEE LOCATION HY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935EMPLOYEE OWNEDRC6.0CONSTRUCTIONDETAILS HY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDSCALE: NTSREVISIONBYDATETYPE 4 SIGNHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935 REMPLOYEE OWNEDSCALE: NTSREVISIONBYDATETYPE 1 SIGNHY-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 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: NTSREVISIONBYDATETYPE 3 SIGNTYPE 2 SIGN TYPE 5 SIGNJMD02/28/18ISSUE DATEISSUE DATEISSUE DATEISSUE DATEISSUE DATEISSUE DATE12354REVISIONS DATE DRAWN BYWAUKEE, IOWASHEETSCALEDATEDRAWN BY1005 EAST HICKMAN ROAD WAUKEE HY-VEE LOCATION HY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266P 515-267-2800F 515-267-2935EMPLOYEE OWNEDRC6.1CONSTRUCTIONDETAILS Level 1 0' -0" Level 2 14' -0" MODULAR THIN BRICK, KANSAS, "530 FLASH" AMC METAL PANELS, MATCH ALPOLIC, TRD RED STUCOFLEX COATING, LIGHT TEXTURE, MATCH PAREX USA, 55169 MODULAR THIN BRICK, CLOUD CERAMICS, "MIDNIGHT" ACM METAL PANELS, MATCH SW 7526, MAISON BLANCHE Level 1 0' -0" Level 2 14' -0" MODULAR THIN BRICK, KANSAS, "530 FLASH" AMC METAL PANELS, MATCH ALPOLIC, TRD RED STUCOFLEX COATING, LIGHT TEXTURE, MATCH PAREX USA, 55169 MODULAR THIN BRICK, CLOUD CERAMICS, "MIDNIGHT" ACM METAL PANELS, MATCH SW 7526, MAISON BLANCHE Level 1 0' -0" Level 2 14' -0" MODULAR THIN BRICK, KANSAS, "530 FLASH" ILLUMINATED SIGNANGE PAINTED STEEL COLUMN AMC METAL PANELS, MATCH ALPOLIC, TRD RED STUCOFLEX COATING, LIGHT TEXTURE, MATCH PAREX USA, 55169 MODULAR THIN BRICK, CLOUD CERAMICS, "MIDNIGHT" ACM METAL PANELS, MATCH SW 7526, MAISON BLANCHE Level 1 0' -0" Level 2 14' -0" AMC METAL PANELS, MATCH ALPOLIC, TRD RED STUCOFLEX COATING, LIGHT TEXTURE, MATCH PAREX USA, 55169 ILLUMINATED SIGNANGE AUTOMATIC SLIDING ENTRY DOORMODULAR THIN BRICK, CLOUD CERAMICS, "MIDNIGHT" ACM METAL PANELS, MATCH SW 7526, MAISON BLANCHE MODULAR THIN BRICK, KANSAS, "530 FLASH"PCPRINTERFILE CABINETDATE:DRAWN: SCALE:JOB NUMBER: SHEET: NORTH PLAN NORTHEMPLOYEE OWNEDHY-VEE, INC.5820 WESTOWN PARKWAYWEST DES MOINES, IOWA 50266TELEPHONE: (515) 267-2800FAX: (515) 267-2935RLOCATION:REVISION DATE BY As indicated H:\Prototypes\Aisles Online\Asiles Online.rvtA0.3 190214 - TJW AISLES ONLINE FLOR PLAN & ELEVATIONSAisles Online3/16" = 1'-0"1 EAST ELEVATION2 3/16" = 1'-0"2 NORTH ELEVATION2 3/16" = 1'-0"3 SOUTH ELEVATION2 3/16" = 1'-0"4 WEST ELEVATION2 1/4" = 1'-0"6 FLOOR PLAN