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HomeMy WebLinkAbout2023-07-24 I06 Casey's #4269_Site Plan Revised AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: July 24, 2023 AGENDA ITEM: Consideration of approval of resolution approving a revised site plan for Casey’s Store #4269 FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a revised site plan for a 2.64-acre development for a convenience store and gasoline service station located north of NW Stratford Drive and west of NW 10th Street. The project involves the construction of a gasoline service station with a convenience store and gasoline canopy. The convenience store will be approximately 5,000 square-feet and the canopy will be approximately 3,100 square-feet. Two entrance drives will provide access off of NW Stratford Drive. One entrance will be full-access and the second access will be a right- in / right-out entrance. The previously approved site plan included a 3,200 square foot carwash and an underground storm water detention system. The revised site plan eliminates the carwash and is replaced with an above-ground storm water detention basin. The underground storm water facility will be eliminated. The elevations of the convenience store and carwash are proposed to be constructed primarily of brick. The trash enclosure will be proposed of the brick to match the building and the gate will consist of metal doors. The fuel canopy elevations consist of aluminum panels and the fuel canopy columns are a similar material. The elevations show a total of five double sided fuel pumps. A trash enclosure will be located near the north property line of the site and a monument sign is proposed near the southeast edge of the site. The address for the site is 600 NW 10th Street. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed the revised site plan request at their meeting on July 11, 2023 and recommended approval: Approval of a revised Site Plan for Casey’s Store #4269 (600 NW 10th Street) City Planner, Bill Mettee, introduced the request for approval of a revised site plan for a convenience store/gas station, as submitted by Casey’s Marketing Company. The property is generally located north of NW Stratford Drive and west of NW 10th Street and contains approximately 2.64 acres. The subject property has been platted as Lot 1 of Stratford Commercial Plat 2. The project involves construction of a single-story, Casey’s General Store that is proposed to be 5,030 square feet in area along with a fuel canopy and fuel pump, with a monument sign at the I6 southeast corner of the site. The fuel storage tanks previously shown on the south side of the site will be located underground on the east side of the property. The tunnel car wash has been removed from the site plan and replaced with a bioretention cell. The underground stormwater detention facility previously proposed will be removed. A trash enclosure is located on the north side of the building. There will be two access points to this site, both off of NW Stratford Drive. The entrance nearest to NW 10th Street will be a right-in /right-out and the interior access point will be full access. The site plan identifies a total of 26 parking spaces being provided per Waukee parking requirements (5/1,000 sq ft for convenience store/gas stations). Five-foot wide sidewalks will be constructed on both street facing sides of the property, with a pedestrian connection into the side from the sidewalk along the south side of the site. All utilities exist in the immediate vicinity of this property and will be provided to this site. A grease interceptor is shown just to the south of the building. Landscaping and open space requirements have been met. A 30-foot Landscape Buffer is provided along the west property line and additional screening and a retaining wall has been provided along a portion of the north property line. The applicant has provided 23 trees and 73 shrubs, where 23 of each are required. Shrubs have been provided along the east side of the property to provide screening from headlights to the public traveling along NW 10th Street. The elevations of the convenience store are proposed to be constructed primarily of brick. The trash enclosure will be composed of brick to match the building and the gate will consist of metal doors. The fuel canopy elevations consist of aluminum panels and the canopy columns are a similar material. The proposed use is compatible with C-1 zoning district and provides an essential retail service in the neighborhood. Lighting requirements have been met and stormwater detention will be accommodated with a detention basin on the west side of the site. The preliminary plat and site plan are in general conformance with the Site Plan Ordinance and Comprehensive Plan. Staff recommends approval of the revised Preliminary Plat and Site Plan for Casey’s #4269 subject to remaining staff comments. Commissioner Streit asked what the reason was for removing the car wash. Mr. Mettee explained that due to the overabundance of car wash facilities in the area, the applicant felt it was best for their business plan, to eliminate the car wash from this project. Commissioner Tessau moved to approve the revised site plan for Casey’s – Store #4269, subject to remaining staff comments and review of legal documents. The motion was seconded by Commissioner Lohse. Ayes: Beenken, Streit, Tessau, Lohse, and Bankole. Nays: None. Motion carried. STAFF REVIEW AND COMMENT: Staff recommends approval of the revised site plan for Casey’s Store #4269 RECOMMENDATION: Approve the resolutions. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan VI. Building Elevations PREPARED BY: Bill Mettee, Planner REVIEWED BY: PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: THE CITY OF WAUKEE, IOWA RESOLUTION 2023- APPROVING THE REVISED SITE PLAN FOR CASEY’S STORE #4269 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 revised Site Plan for Casey’s Store #4269, subject to remaining staff comments on July 11, 2023; AND, WHEREAS, the revised Site Plan for Casey’s Store #4269 is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the revised Site Plan for Casey’s Store #4269 is in general conformance with §161 – Landscaping and Open Space Ordinance of the Waukee Municipal Code; AND, NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this 24th day of July, 2023 that the revised Site Plan for Casey’s Store #4269 is approved. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Anna Bergman Pierce R. Charles Bottenberg Chris Crone Larry R. Lyon Ben Sinclair STAFF REPORT PROJECT: Casey’s #4269 – Revised Site Plan PREPARED BY: Bill Mettee – Planner REPORT DATE: July 7, 2023 MEETING DATE: July 11, 2023 GENERAL INFORMATION Owner/Applicant: Casey’s Marketing Company Request: The applicant is requesting approval of a site plan for a convenience store / gas station. Location and Size: Property is generally located north of NW Stratford Drive and west of NW 10th Street and contains approximately 2.64 acres. Property Address: 600 NW 10th Street AREA MAP ABOVE: Aerial of Property identifying the proposed plat (outlined in RED). LAND USES AND ZONING: July 7, 2023 2 of 3 Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant – Undeveloped Medium Density Residential C-1 (Community and Highway Service Commercial District) North Vacant – Undeveloped Open Space A-1 (Agricultural District) South Vacant – Undeveloped Light Industrial Office C-1 (Community and Highway Service Commercial District) East Waukee Northwest High School Institutional A-1 (Agricultural District) West Stratford Crossing Flats Medium Density Residential R-3 (Multi-Family Residential District) HISTORY The subject property has been platted as Lot 1 of Stratford Commercial Plat 2. PROJECT DESCRIPTION The project involves the construction of a single-story, Casey’s General Store that is proposed to be 5,030 square feet in area along with a fuel canopy and fuel pumps. A monument sign is planned at the southeast corner of the site. The fuel storage tanks previously shown on the south side of the site will be located underground on the east side of the property. The tunnel car wash has been removed from the site plan and replaced with a bioretention cell. The underground storm water detention facility previously proposed will be removed. A trash enclosure is located on the north side of the building. ACCESS AND PARKING There will be two access points to this site, both off of NW Stratford Drive. The entrance nearest to NW 10th Street will be a right-in / right-out and the interior access point will be full access. The proposed use requires 26 parking spaces per the Waukee parking requirements (5/1,000 sq ft for convenience store / gas stations) and the site plan identifies a total of 26 parking spaces being provided. SIDEWALKS/TRAILS Five-foot wide sidewalks will be constructed on both street facing sides of the property. The applicant has provided a pedestrian connection into the site from the sidewalk along the south side of the site. UTILITIES All utilities exist in the immediate vicinity of this property and will be provided to this site. A grease interceptor is shown just to the south of the building. July 7, 2023 3 of 3 LANDSCAPING & OPEN SPACE A minimum of 20% of the project area is required to be open space and the applicant is providing 64% open space. The landscape plan identifies the required landscaping for the site. A 30-foot Landscape Buffer is provided along the west property line and additional screening and a retaining wall has been provided along a portion of the north property line. The applicant has provided 23 trees and 73 shrubs, where 23 of each are required. Shrubs have been provided along the east side of the property to provide screening from headlights to the traveling public along NW 10th Street. ELEVATIONS The elevations of the convenience store are proposed to be constructed primarily of brick. The trash enclosure will be proposed of the brick to match the building and the gate will consist of metal doors. The fuel canopy elevations consist of aluminum panels and the fuel canopy columns are a similar material. The elevations show a total of five double sided fuel pumps. The convenience store is proposed to be just over 21-feet high; The gas canopy will be just over 22-feet high. COMPREHENSIVE PLAN The Imagine Waukee 2040 Comprehensive Plan classifies this property as Medium Density Residential which is defined as “a variety of attached side by side townhome and row home products with densities ranging from 4 to 12 units per acre. Small lot detached housing products also fit within this category.” The subject property is zoned C-1 Community and Highway Service Commercial District and is located on a Minor Arterial Street (NW 10th Street). The properties adjacent to the west and to the southwest currently house the Stratford Crossing Flats and the Stratford Crossing Townhomes and a preliminary plat to the adjacent property north proposes a mix of single-family and townhome development. The proposed use doesn’t classify as Medium Density Residential, but it is compatible with the C-1 zoning district and provides an essential retail service in the neighborhood. MISCELLANEOUS: The applicant has submitted a photometric plan and associated light fixture cut sheets. The lighting plan meets the lighting requirements of the Site Plan Ordinance. Stormwater detention will be accommodated with a detention basin on the west side of the site. STAFF RECOMMENDATION The preliminary plat and site plan are in general conformance with the Site Plan Ordinance and Comprehensive Plan. Staff recommends approval of the revised Preliminary Plat and Site Plan for Casey’s #4269 subject to remaining staff comments. CASEY'S - STORE #4269 4121 NW URBANDALE DRIVE, URBANDALE, IOWA 50322 PH: (515) 369-4400 CIVIL DESIGN ADVANTAGE UTILITY WARNING EXISTING/ PROPOSED USE CONSTRUCTION SCHEDULE DEVELOPMENT SUMMARY SUBMITTAL DATES PROJECT SITE ADDRESS SURVEYOR ZONING OWNER INDEX OF SHEETSVICINITY MAP GENERAL LEGEND ENGINEER APPLICANT NOTES DATE OF SURVEY BENCHMARKS CASEY'S - STORE #4269 SITE PLAN / PRELIMINARY PLAT FOR: WAUKEE, IOWA l l l l l l www.iowaonecall.com 1-800-292-8989 ONE CALL IOWA ONE CALL Know what's before you dig. below. Call WAUKEE, IOWA C-001 HICKMAN ROAD SITE NW 1 0 T H S T R E E T R A C C O O N R I V E R V A L L E Y T R A I L T A V E N U E NW 2 N D S T R E E T NW SUNRISE DRIVE LEGAL DESCRIPTION IMPERVIOUS SURFACE AREA PARKING REQUIREMENTS N W S T R A T F O R D D R I V E BUILDING HEIGHTS WA U K E E , I O W A RE V I S I O N S EN G I N E E R : G H , T E C H : R L EN G I N E E R : E K O CI V I L D E S I G N A D V A N T A G E DA T E CA S E Y ' S - S T O R E # 4 2 6 9 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I A 5 0 3 2 2 2202.055 SHEET NUMBER: FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 11 / 1 4 / 2 0 2 2 SE V E N T H S U B M I T T A L 12 / 1 9 / 2 0 2 2 EI G H T H S U B M I T T A L 05 / 1 0 / 2 0 2 3 NI N T H S U B M I T T A L 06 / 0 5 / 2 0 2 3 TE N T H S U B M I T T A L 06 / 2 1 / 2 0 2 3 C-002 QU A N T I T I E S A N D G E N E R A L N O T E S ESTIMATED PROJECT QUANTITIES GENERAL NOTES FIRE SAFETY NOTE UTILITY NOTES TRAFFIC CONTROL NOTES LANDSCAPE NOTES DEMOLITION NOTES NOTES GRADING NOTES PROJECT CONTACTS: DEVELOPER/APPLICANT: ENGINEER: LANDSCAPE ARCHITECT: GEOTECHNICAL ENGINEER: SURVEYOR: WATER: SANITARY SEWER: ELECTRIC: STORM SEWER: TELEPHONE: BUILDING DEPARTMENT: HEALTH DEPARTMENT: GAS: TOPSOIL REQUIREMENTS N89°57'31"E 155.05'M&R N0 0 ° 0 1 ' 0 2 " W 4 0 9 . 9 5 ' M & R S89°58'24"W 2.30'M&R Δ=1°27'43"M&R L=9.77'M&R R=383.00'M&R CH=9.77'M&R CHB=S68°34'43"W M&R S44°58'24"W 75.00'M&R S49 ° 0 6 ' 3 5 " W 1 9 9 . 6 2 ' M & R Δ=18°44'17"M&R L=32.70'M&R R=100.00'M&R CH=32.56'M&R CHB=S58°28'43"W M&R N00°08'34"W 32.11'M&R N89°57'31"E 240.02'M&R S00°00'54"E 32.11'M&R Δ=31°34'51"M&R L=126.50'M&R R=229.50'M&R CH=124.90'M&R CHB=S74°10'37"W M&R S0 0 ° 0 1 ' 0 2 " E 1 6 7 . 9 4 ' M & R Δ=14°00'00"M&R L=32.01'M&R R=131.00'M&R CH=31.93'M&R CHB=S82°58'23"W M&R DATE OF SURVEY AREA OF PROPERTY SITE ADDRESS PROPERTY DESCRIPTION OWNER / REQUESTED BY ENGINEER/SURVEYOR CERTIFICATION: SCHEDULE B - SECTION II ALTA/NSPS LAND TITLE SURVEY VICINITY MAP FLOOD ZONE CLASSIFICATION ZONING NOTES · · · AL T A / N S P S L A N D T I T L E S U R V E Y UTILITY WARNING WETLANDS: LEGEND BULK REGULATIONS · · · · PROJECT AREA NW 1 0 T H S T R E E T NW S T R A T F O R D D R I V E (RO W V A R I E S ) PARCEL '21-148' 2.49 ACRES (108,316 SF) BK 2022 PAGE 2324 VACANT WA U K E E , I O W A RE V I S I O N S EN G I N E E R : G H , T E C H : R L EN G I N E E R : E K O CI V I L D E S I G N A D V A N T A G E DA T E CA S E Y ' S - S T O R E # 4 2 6 9 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I A 5 0 3 2 2 2202.055 SHEET NUMBER: FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 11 / 1 4 / 2 0 2 2 SE V E N T H S U B M I T T A L 12 / 1 9 / 2 0 2 2 EI G H T H S U B M I T T A L 05 / 1 0 / 2 0 2 3 NI N T H S U B M I T T A L 06 / 0 5 / 2 0 2 3 TE N T H S U B M I T T A L 06 / 2 1 / 2 0 2 3 C-003 1 NW STRATFORD DRIVE NW 1 0 T H S T R E E T Δ=14°00'00" L=32.01' R=131.00' CH=31.93' CHB=S82°58'23"W S89°58'24"W 2.30' Δ=31°34'51" L=126.50' R=229.50' CH=124.90' CHB=S74°10'37"W Δ=1°27'43" L=9.77' R=383.00' CH=9.77' CHB=S68°34'43"W Δ=18°44'17" L=32.70' R=100.00' CH=32.56' CHB=S58°28'43"W S49 ° 0 6 ' 3 5 " W 1 9 9 . 6 2 ' N0 0 ° 0 1 ' 0 2 " W 4 0 9 . 9 5 ' N89°57'31"E 155.05'N0 0 ° 0 8 ' 3 4 " W 3 2 . 1 1 ' N89°57'31"E 240.02' S0 0 ° 0 0 ' 5 4 " E 3 2 . 1 1 ' S0 0 ° 0 1 ' 0 2 " E 1 6 7 . 9 4 ' S44 ° 5 8 ' 2 4 " W 7 5 . 0 0 ' WA U K E E , I O W A RE V I S I O N S EN G I N E E R : G H , T E C H : R L EN G I N E E R : E K O CI V I L D E S I G N A D V A N T A G E DA T E CA S E Y ' S - S T O R E # 4 2 6 9 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I A 5 0 3 2 2 2202.055 SHEET NUMBER: FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 11 / 1 4 / 2 0 2 2 SE V E N T H S U B M I T T A L 12 / 1 9 / 2 0 2 2 EI G H T H S U B M I T T A L 05 / 1 0 / 2 0 2 3 NI N T H S U B M I T T A L 06 / 0 5 / 2 0 2 3 TE N T H S U B M I T T A L 06 / 2 1 / 2 0 2 3 C-100 TO P O G R A P H I C S U R V E Y & D E M O L I T I O N P L A N NOTES E/ T W G WW NW 1 0 T H S T R E E T NW STRATFORD DRIVE WA U K E E , I O W A RE V I S I O N S EN G I N E E R : G H , T E C H : R L EN G I N E E R : E K O CI V I L D E S I G N A D V A N T A G E DA T E CA S E Y ' S - S T O R E # 4 2 6 9 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I A 5 0 3 2 2 2202.055 SHEET NUMBER: FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 11 / 1 4 / 2 0 2 2 SE V E N T H S U B M I T T A L 12 / 1 9 / 2 0 2 2 EI G H T H S U B M I T T A L 05 / 1 0 / 2 0 2 3 NI N T H S U B M I T T A L 06 / 0 5 / 2 0 2 3 TE N T H S U B M I T T A L 06 / 2 1 / 2 0 2 3 C-101 DI M E N S I O N P L A N NOTES E/ T W G WW NW STRATFORD DRIVE NW 1 0 T H S T R E E T WA U K E E , I O W A RE V I S I O N S EN G I N E E R : G H , T E C H : R L EN G I N E E R : E K O CI V I L D E S I G N A D V A N T A G E DA T E CA S E Y ' S - S T O R E # 4 2 6 9 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I A 5 0 3 2 2 2202.055 SHEET NUMBER: FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 11 / 1 4 / 2 0 2 2 SE V E N T H S U B M I T T A L 12 / 1 9 / 2 0 2 2 EI G H T H S U B M I T T A L 05 / 1 0 / 2 0 2 3 NI N T H S U B M I T T A L 06 / 0 5 / 2 0 2 3 TE N T H S U B M I T T A L 06 / 2 1 / 2 0 2 3 C-201 GR A D I N G P L A N DETAIL 'A' DETAIL 'B' NOTES E/ T W G WW W NW 1 0 T H S T R E E T NW STRATFORD DRIVE NW 1 0 T H S T R E E T WA U K E E , I O W A RE V I S I O N S EN G I N E E R : G H , T E C H : R L EN G I N E E R : E K O CI V I L D E S I G N A D V A N T A G E DA T E CA S E Y ' S - S T O R E # 4 2 6 9 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I A 5 0 3 2 2 2202.055 SHEET NUMBER: FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 11 / 1 4 / 2 0 2 2 SE V E N T H S U B M I T T A L 12 / 1 9 / 2 0 2 2 EI G H T H S U B M I T T A L 05 / 1 0 / 2 0 2 3 NI N T H S U B M I T T A L 06 / 0 5 / 2 0 2 3 TE N T H S U B M I T T A L 06 / 2 1 / 2 0 2 3 C-301 UT I L I T Y P L A N BIO-RETENTION CONSTRUCTION NOTES POND 1 - BIORETENTION CELL SECTION VIEW NOTES E/ T W G WW W R l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ll l l ll l l ll l l ll l l l l l l l l l l l ll l l l l l l NW STRATFORD DRIVE NW 1 0 T H S T R E E T DA #1 2.96 AC l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l lllll l lllllllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ll l l l l l l l l l l l l l l l l l l l l lllllllllllllllll l l l l l l l l l l l l l l l l l l ll l ll l R l l l l SWPPP LEGEND DISCHARGE POINT SUMMARY STABILIZATION QUANTITIES ER O S I O N A N D S E D I M E N T C O N T R O L P L A N NOTES: WA U K E E , I O W A RE V I S I O N S EN G I N E E R : G H , T E C H : R L EN G I N E E R : E K O CI V I L D E S I G N A D V A N T A G E DA T E CA S E Y ' S - S T O R E # 4 2 6 9 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I A 5 0 3 2 2 2202.055 SHEET NUMBER: FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 11 / 1 4 / 2 0 2 2 SE V E N T H S U B M I T T A L 12 / 1 9 / 2 0 2 2 EI G H T H S U B M I T T A L 05 / 1 0 / 2 0 2 3 NI N T H S U B M I T T A L 06 / 0 5 / 2 0 2 3 TE N T H S U B M I T T A L 06 / 2 1 / 2 0 2 3 VICINITY MAP WAUKEE, IOWA HICKMAN ROAD SITE NW 1 0 T H S T R E E T R A C C O O N R I V E R V A L L E Y T R A I L T A V E N U E NW 2 N D S T R E E T NW SUNRISE DRIVE C-401 EROSION AND SEDIMENT CONTROL PLAN CASEY'S - STORE #4269CASEY'S - STORE #4269 N W S T R A T F O R D D R I V E 12" GAP VARIES REF PLAN SLOPE SIDEWALK AWAY 2% MAX. (-) MINIMUM LOCAL DESIGN FROST DEPTH BELOW FINISH GRADE PARKING LOT PAVING REF CIVIL SEE GENERAL NOTES FOR BACKFILL MATERIAL PIN SIDEWALK TO BUILDING FOUNDATION. SEE BUILDING PLANS FOR FOUNDATION/BUILDING DETAILS 3'-0" 6x6/W1.4xW1.4 WIRE MESH 6" 6" BLACK STEEL, CONCRETE FILLED BOLLARD W/ 2" CONCRETE DOME CAP. CONTRACTOR TO PAINT CONCRETE BLACK TO MATCH BOLLARD. REF. CIVIL AND ARCH PLANS FOR LOCATION. (-)2'-10" B.O. PIPE BOLLARD 2'-5" T.O. Pipe Bollard 1/2" EXPANSION 'ZIP' STRIP (TYP) BRICK LEDGE WILL EXIST FOR BUILDINGS WITH BRICK EXTERIOR FINISH. 1'-6" 1 1 LIGHT BROOM FINISH CONTROL JOINTS: 100 FT² - 125 FT², 25% DEEP CONSTRUCTION JOINTS: PINNED 4' O.C. 12" EACH WAY W/ #4 REBAR ALL JOINTS TO BE SEALED WITH BACKER RODS AND CAULKED 6" 6" STANDARD/PARKING 7" APPROACHES 8" HEAVY-DUTY/TRUCK TRAFFIC NON-REINFORCED CONCRETE PAVEMENT GRANULAR BASE U.G.S.T AREA 8" CONCRETE PAVEMENT REINFORCED W/ #4 BARS @ 24" OC EACH WAY TANK BACKFILL 4"6" 18" 6" 10" ***SUBGRADE AGGREGATE SECTION TO BE DESIGNED BASED ON SITE SOILS AND USE*** T.O. CURB CONC. FILLED FIELD PAINT PRIMER 6" DIA. STEEL BOLLARD WITH CONCRETE DOME 2' - 5 " T.O. PAVEMENTT.O. PAVEMENT FRONT VIEW SIDE VIEW AIR COMPRESSOR BOX SUPPLIED BY OWNER 1" RIGID CONDUIT 2' - 1 0 " 6'-0" 1'-6"1'-4"1'-6"1'-8" CURB PLAN VIEW CURB 2' - 6 " 4" 2'-6"X6' CONCRETE PAD GRANULAR BASE 10 " 2' - 0 " M A X 1/2" DIA BOLT 8" FLUSH WITH CONC. PANEL 5" T.O. CURB CONC. FILLED FIELD PAINT PRIMER 6" DIA. STEEL BOLLARD WITH CONCRETE DOME 2' - 5 " EMERGENCY FUEL SHUT-OFF SWITCH TO C E N T E R T.O. PAVEMENT EMERGENCY FUEL SHUT-OFF SIGNAGE EMERGENCY FUEL SHUT-OFF SWITCH W/ CLEAR COVER T.O. PAVEMENT FRONT VIEW SIDE VIEW 2' - 1 0 " 10 " 1' - 6 " 6'-0" 1'-6"1'-6"1'-6"1'-6" CURB PLAN VIEW CURB 2'-6"X6' CONCRETE PAD ANCHOR BOLT 4" 3' - 8 " 3' - 8 " 4' - 4 " TO C E N T E R 4' - 4 " TO C E N T E R TO C E N T E R 2' - 6 " 48"' TALL, 4" SQUARE METAL POST W/CAP PAINTED YELLOW BOLTED TO CONCRETE SLAB SUPPLIED BY OWNER GRANULAR BASE 1" RIGID CONDUIT 10 " 2' - 0 " LIFT HERE EMERGENCY FUEL SHUT-OFF SWITCH W/ CLEAR COVER UNIVERSAL DISABLED SYMBOL: NOT TO BE PAINTED ON DRIVE UNLESS REQUIRED BY CITY/STATE OFFICIAL 8'-0"8'-0" 20 ' - 0 " NO PARKING STRIPING: PAINT ACCESS ISLE AND AREA BEHIND PARKING SPACE ADJACENT TO BUILDING ENTRY SIDEWALK WITH ANGLED STRIPING AS INDICATED; PARKING STRIPES ARE TO BE YELLOW IN ALL STATES OTHER THAN INDIANA (BLUE). 45° 4' - 0 " SIGNAGE: SEE LOCATION ON SITE PLAN. 9'-0" 12/C-601 ALTERNATE CONFIGURATION: ACCESS AISLE 5FT WIDE WITH STALL 11FT WIDE 9/C-601 NOTE: VERIFY HEIGHT OF H.C. SIGN FROM TOP OF GRADE WITH LOCAL AUTHORITY. SIGNAGE AND POST PROVIDED BY OWNER5' - 0 " M I N I M U M TO L O W E S T S I G N A SIGN STATING "$XXX FINE", IF REQUIRED BY AUTHORITY HAVING JURISDICTION. FINE AMOUNT PER LOCAL REQUIREMENT. ADA SIGN WITH REQUIRED UNIVERSAL SYMBOL OF ACCESSIBILITY, INCLUDE APPROPRIATE WORDING TO CLEARLY INDICATE THE SPACE IS RESERVED FOR THE EXCLUSIVE USE OF VEHICLES WHICH DISPLAY A DISTINGUISHING LICENSE PLATE OR CARD. SIGN INDICATING THIS SPACE IS A 'VAN ACCESSIBLE' SPACE *** THE STATE OF TENNESSEE REQUIRES LANGUAGE BELOW THE UNIVERSAL SYMBOL LISTING OUT THE FINE AMOUNT FOLLOWED BY THE BUSINESS NAME AND BUSINESS TELEPHONE NUMBER. THE VAN ACCESSIBLE SIGN IS TO REMAIN BELOW THE MAIN SIGN.*** 2' - 1 0 " 4' - 1 0 " 1'-51 4" ± 2' - 1 0 5 8" ± 3' - 1 3 8" 7' - 8 " TWO PIECE CONSTRUCTION POST TOPS TO BE CAPPED/SEALED. 1-5/8" ROUND, 3/16" WALL POST IS POWDER COATED YELLOW. 6 HOLES, TAPPED 5/16"-18 (THROUGH 1 WALL ONLY). SUPPLY STAINLESS FASTENERS: 6 FASTENERS 5/16"-18 x 3/8" (BUTTON HEAD, ALAN DRIVE) AND 1 FASTENER 5/16"-18 HEX BOLT AND NUT BO L L A R D ENLARGED FOR CLARITY T.O. CURB CONC. FILLED FIELD PAINT PRIMER 6" DIA. STEEL BOLLARD WITH CONCRETE DOME 2' - 5 " TO C E N T E R T.O. PAVEMENT OVERFILL ALARM SIGNAGE. T.O. PAVEMENT FRONT VIEW SIDE VIEW 2' - 1 0 " 10 " 1' - 7 " 6'-0" 1'-6"1'-6"1'-6"1'-6" CURB PLAN VIEW CURB 2'-6"X6' CONCRETE PAD ANCHOR BOLT 4" 3' - 8 " 3' - 8 " 4' - 1 " TO C E N T E R 4' - 1 " TO C E N T E R TO C E N T E R 2' - 6 " GRANULAR BASE OVERFILL ALARM OVERFILL ALARM RESET SWITCH. ALARM SPEAKER 1" RIGID CONDUIT 10 " 2' - 0 " 48"' TALL, 4" SQUARE METAL POST W/CAP PAINTED YELLOW BOLTED TO CONCRETE SLAB SUPPLIED BY OWNER CURB TOP A NEENAH R-3067 W/TYPE L GRATE AND MOUNTABLE CURB BOX, OR EQUAL. PREP AND APPLY TWO COATS BLACK PAINT TO FRAME/GRATE/CURB BOX. GRATE A CURB FACETAPER CURB FACE BACK TO MATCH CURB BOX OVER 24" SECTION A 2'-0" WA U K E E , I O W A RE V I S I O N S EN G I N E E R : G H , T E C H : R L EN G I N E E R : E K O CI V I L D E S I G N A D V A N T A G E DA T E CA S E Y ' S - S T O R E # 4 2 6 9 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I A 5 0 3 2 2 2202.055 SHEET NUMBER: FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 11 / 1 4 / 2 0 2 2 SE V E N T H S U B M I T T A L 12 / 1 9 / 2 0 2 2 EI G H T H S U B M I T T A L 05 / 1 0 / 2 0 2 3 NI N T H S U B M I T T A L 06 / 0 5 / 2 0 2 3 TE N T H S U B M I T T A L 06 / 2 1 / 2 0 2 3 1 TYPICAL BUILDING SIDEWALK AND BOLLARD 3/4" = 1'-0" 2 CONCRETE PAVING AND CURB Not to Scale 5 AIR COMPRESSOR 1/2" = 1'-0" 6 EMERGENCY STOP 1/2" = 1'-0" 8 ADA PARKING SPACES 3/16" = 1'-0" 9 ADA PARKING SIGN 1/4" = 1'-0" 3 PAVING SAW-CUT Not to Scale Concrete: 1.All concrete and reinforcing work shall conform to the latest edition of the American Concrete Institute's "Standard Building Code Requirements for Reinforced Concrete," (ACI 318) and "Specifications for Structural Concrete for Buildings," (ACI 301). 2.Concrete shall use type II cement. Concrete mix designs shall meet the following requirements: MINIMUM MAXIMUM AIR 28-DAY f'c W/C RATIO SLUMP ENTRAIN. Exterior exposed concrete 4,000 psi 0.42 4" ± 1" 6% ± 1% If Contractor desires to increase slump above allowable limits to facilitate placement or pumping, this shall be done utilizing a superplasticizer approved by the Ready Mix Designer at a dosage rate provided by Ready Mix Designer. 3.The Contractor shall reject any concrete that exceeds the slump limits noted above (prior to adding superplasticizer) or concrete that can not be placed within ninety (90) minutes of batch time. 4.No aluminum shall be placed in concrete. 5.All concrete is reinforced unless specifically noted as Unreinforced. Reinforce all concrete not otherwise shown with the same reinforcing as in similar sections or areas. 6.During hot weather (80 degrees F and above), the Contractor shall comply with the recommendations ACI-305 "Hot Weather Concrete". During cold weather (40 degrees and below), the Contractor shall comply with the recommendations of ACI-306 "Cold Weather Concreting". 7.The concrete mix designs are to be submitted as a formal submittal to the Owner for acceptance PRIOR to concrete being delivered to the site. 8.Verify with local authorities the required thickness of poured concrete for approaches and parking lot. Sub-Base And Aggregate: 1.Sub-base Course Under Exterior Concrete Paved Surfaces: Spread and compact sub-base in 6"-9" lifts compacted to 98% Standard Proctor. 2.Aggregate backfill as follows or approved equal by Casey's: 2.1.Building Slab - 3/4" to 1-1/2" max. clean stone 2.2.Building Sidewalk - 3/4" to 1-1/2" max. clean stone 2.3.Pavement - 1" to 1-1/2" max. stone with fines 2.4.Sidewalk Not Adjacent to Building - Same as pavement 2.5.Tank pit - See QF sheets GENERAL NOTES 7 OVERFILL ALARM 1/2" = 1'-0" 4 CURB INLET Not to Scale C-601 DE T A I L S SEE CIVIL PLANS FOR CANOPY DRAINAGE INFORMATION VIEW SHOWN IS FOR DOUBLE STACKED CANOPIES. MIRROR LEFT SIDE OF DETAIL FOR HEAD-IN CANOPIES. 4' - 2 " 4' - 2 " 4'-2" 1'-2" 11 " T Y P . 11" TYP. TAPERED CONCRETE ISLAND 3"TYP 1'-2" 11 " T Y P . 11" TYP. TAPERED CONCRETE ISLAND 6" 6" 3" T Y P 3"TYP TY P MEASURE 3" FROM OUTSIDE EDGE OF DISPENSER BASE TO EDGE OF "PLATFORM". MEASURE 11" FROM OUTSIDE EDGE OF DISPENSER BASE TO END OF TAPER. GUARD POST CANOPY FOOTING EXP.JT. (TYP) CANOPY COLUMN. PROVIDE EXP. JT. EXP.JT. (TYP) DIAMOND BOX OUT OPTION PREFERRED JOINTING 3'-4" 1' - 1 0 14" 3'-4" 1' - 1 0 14" SNAP FRAME 48 " M A X . H E I G H T 6'-0" SEAL OFF PULL ELBOW OR JUNCTION BOX 21110" BO Numbers 110" BO Numbers CONCRETE CANOPY FOOTING. SEE CANOPY DRAWINGS. 1'-2" CANOPY COLUMN ISLAND FORMS. TWO COATS PAINT PER QF SHEETS (1) 42" x 51" 4"Ø PIPE GUARD AT EACH END OF ISLAND. TWO COATS PAINT PER QF SHEETS EQUAL EQUAL 3'-7" 1' - 8 " 1' - 3 " 3' - 0 " 4' - 3 " 2" 3'-6" CONCRETE CANOPY FOOTING. SEE CANOPY DRAWINGS. CANOPY COLUMN 2" 2'-0" TYP A B 2'-0" TYP 2' - 0 " TY P 4' - 0 " TY P 4'-0" TYP LIMITS OF UGST PAVEMENT SECTION TRANSITION TO PARKING PAVEMENT, TAPER BOTTOM OF SLAB SET RIM 2" ABOVE HIGH SIDE (TYP)TAPER DOWN TO PAVEMENT (TYP) 18" MONITORING WELL CASTING, NO CROWN REQ'D ADD "CRICKET" IF GRADE IS PERPENDICULAR TO THIS FACE (TYP) THICKNESS TAPER 2" ABOVE PAVEMENT 2" ABOVE PAVEMENT DRAWN AS THOUGH PAVEMENT IS SLOPING LEFT TO RIGHT < THICKNESS TAPER 2" ABOVE PAVEMENT 2" ABOVE PAVEMENT DRAWN AS THOUGH PAVEMENT IS SLOPING LEFT TO RIGHT < 44" MANHOLE #4 @ 24" PAVEMENT REINFORCEMENT (2) #4 HOOPS; (1) HOOP BELOW FLANGE, (1) HOOP 4" FROM FIRST (4) 5'-0" #4 DIAGONAL BARS General Notes: 1 ALL REINFORCING IS CENTER OF SLAB. WA U K E E , I O W A RE V I S I O N S EN G I N E E R : G H , T E C H : R L EN G I N E E R : E K O CI V I L D E S I G N A D V A N T A G E DA T E CA S E Y ' S - S T O R E # 4 2 6 9 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I A 5 0 3 2 2 2202.055 SHEET NUMBER: FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 11 / 1 4 / 2 0 2 2 SE V E N T H S U B M I T T A L 12 / 1 9 / 2 0 2 2 EI G H T H S U B M I T T A L 05 / 1 0 / 2 0 2 3 NI N T H S U B M I T T A L 06 / 0 5 / 2 0 2 3 TE N T H S U B M I T T A L 06 / 2 1 / 2 0 2 3 3 UGST Manhole Detail 1/2" = 1'-0" 1 GAS TAPERED FUEL ISLAND (PREFERRED OPTION) Not to Scale 2 UGST PAVING FOR PAVEMENT SLOPE <3% Not to Scale SECTION A SECTION B C-602 DE T A I L S X 2X 4 3 2 5 6 7 8 1 9 5 6 7 4 1 2 3 TREE/SHRUB, PERENNIAL, OR ORNAMENTAL GRASS. GROUNDCOVER: 3" DEPTH OF 3/4" WASHED STONE OR WASHED BRICK CHIPS AS INDICATED IN LANDSCAPING PLAN. FINISH GRADE. BACKFILL. AMEND AND FERTILIZE AS RECOMMENDED BY LOCAL SUPPLIER ROOT BALL. UNDISTURBED NATIVE SOIL. 3" HIGH EARTHEN WATERING BASIN. 8 HEAVY WEED FABRIC UNDER GROUNDCOVER. 9 FOR TREES, 2 STAKES/GUIDEPOSTS MIN; 3 REQ ON SLOPES WITH TIES A A SECTION A-A PROFILE VIEW ANCHOR PATTERN TRANSITION MATS SOIL COVER LENGTH OF PROTECTION WIDTH OF PROTECTION MAX. 1" - 2" DROP FROM CULVERTS FLOWLINE ONTO SCOUR MATS CULVERT FLOWLINE OUTLET AND CHANNEL SCOUR PROTECTION SOIL COVER NOTE: INSTALL PER MANUFACTURE'S RECOMMENDATIONS. NOTES: 1.BENCH SLOPES TO MAINTAIN VERTICAL SIDE SLOPES AT FILL LIMITS +/- 3' VERTICAL TO +/- 8' HORIZONTAL. 2.COMPACTION SHALL BE IN 8" LIFTS TO 95% STANDARD PROCTOR OR OTHERWISE SPECIFIED IN GEOTECHNICAL REPORT. 3.SCARIFY ORIGINAL GROUND AND BLEND WITH FIRST LIFT ON EACH BENCH. 4.ALL FILL MATERIALS, INCLUDING FILL GENERATED ON-SITE, SHALL BE OF SUITABLE MATERIAL. UNSUITABLE FILL MATERIAL INCLUDES, BUT IS NOT LIMITED TO, SOIL THAT CONTAINS LARGE ROCKS, TREE AND PLANT ROOTS, CONCRETE, TRASH, ETC. STRIP SITE AS NECESSARY TO REMOVE VEGETATION, ORGANICS, AND DELETERIOUS MATERIALS. FILL MATERIALEXISTING SURFACE COMPACTED NATIVE EARTH BENCHED SLOPE ROAD/PARKING PAVEMENT SIDEWALK PARKING STALL SEE SITE/LANDSCAPE PLAN FOR FILL MATERIALS CONCRETE PLATFORM TO BE MIRRORED TO OTHER SIDE IF PARKING ON BOTH SIDES A SECTION A-A 1'-6" 6" 10"1'-0" 6" GRANULAR BASE A 1' - 6 " A B O V E CU R B O R GR A D E , WH I C H E V E R IS H I G H E R 1' - 0 " LC 2' - 3' 15 ' P O L E : D E E P E R O F 4 2 " 30 ' P O L E : 6 ' M I N D E P T H OR F R O S T D E P T H (4) 3/4"-10 Ø X 30" ANCHOR BOLTS W/ HEAVY HEX NUT LOCKED AT END. AREA LIGHT TO BE DOUBLE NUTTED, LEVELED & SECURED W/BASE. DO NOT GROUT. CONTRACTOR TO CONFIRM BOLT PATTERN WITH LIGHT BASE, DIFFERENT PATTERN FOR SINGLE OR DOUBLE HEADS 15 ' O R 3 0 ' P O L E LIGHT FIXTURE, SEE LIGHTING PLAN 24" DIA. CONCRETE BASE (8) #5 VERTICAL BARS, EVENLY SPACED #3 TIES AT 10" OC (3) #3 TIES AT 3" OC 3/4" Ø RIGID CONDUIT ELECTRICAL OPENING WA U K E E , I O W A RE V I S I O N S EN G I N E E R : G H , T E C H : R L EN G I N E E R : E K O CI V I L D E S I G N A D V A N T A G E DA T E CA S E Y ' S - S T O R E # 4 2 6 9 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I A 5 0 3 2 2 2202.055 SHEET NUMBER: FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 11 / 1 4 / 2 0 2 2 SE V E N T H S U B M I T T A L 12 / 1 9 / 2 0 2 2 EI G H T H S U B M I T T A L 05 / 1 0 / 2 0 2 3 NI N T H S U B M I T T A L 06 / 0 5 / 2 0 2 3 TE N T H S U B M I T T A L 06 / 2 1 / 2 0 2 3 C-603 DE T A I L S 1 SCOUR STOP EROSION CONTROL Not to Scale 3 PLANT/TREE INSTALLATION Not to Scale 2 TYPICAL FILL SECTION Not to Scale 4 PARKING LANDSCAPE ISLAND DETAIL 3/8" = 1'-0" 5 AREA LIGHTING 1/2" = 1'-0" WA U K E E , I O W A RE V I S I O N S EN G I N E E R : G H , T E C H : R L EN G I N E E R : E K O CI V I L D E S I G N A D V A N T A G E DA T E CA S E Y ' S - S T O R E # 4 2 6 9 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I A 5 0 3 2 2 2202.055 SHEET NUMBER: FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 11 / 1 4 / 2 0 2 2 SE V E N T H S U B M I T T A L 12 / 1 9 / 2 0 2 2 EI G H T H S U B M I T T A L 05 / 1 0 / 2 0 2 3 NI N T H S U B M I T T A L 06 / 0 5 / 2 0 2 3 TE N T H S U B M I T T A L 06 / 2 1 / 2 0 2 3 C-604 DE T A I L S 1 DETECTABLE WARNING DETAIL Not to Scale 3 DOWNSPOUT CONNECTION WITH TEE Not to Scale 2 CONCRETE DRIVEWAY TYPE A Not to Scale 4 HYDRANT ASSEMBLY DETAIL Not to Scale 5 CURB RAMP FOR CLASS B SIDEWALK Not to Scale 6 12" SUBGRADE PREPARATION Not to Scale 7 MODIFIED SW-513 INTAKE (POND 1) Not to Scale E/ T W G WW W NW 1 0 T H S T R E E T NW STRATFORD DRIVENW STRATFORD DRIVE NW 1 0 T H S T R E E T NW STRATFORD DRIVE NW 1 0 T H S T R E E T PLANT SCHEDULE WA U K E E , I O W A RE V I S I O N S EN G I N E E R : G H , T E C H : R L EN G I N E E R : E K O CI V I L D E S I G N A D V A N T A G E DA T E CA S E Y ' S - S T O R E # 4 2 6 9 PH O N E : ( 5 1 5 ) 3 6 9 - 4 4 0 0 41 2 1 N W U R B A N D A L E D R I V E UR B A N D A L E , I A 5 0 3 2 2 2202.055 SHEET NUMBER: FI F T H S U B M I T T A L 09 / 2 8 / 2 0 2 2 SI X T H S U B M I T T A L 11 / 1 4 / 2 0 2 2 SE V E N T H S U B M I T T A L 12 / 1 9 / 2 0 2 2 EI G H T H S U B M I T T A L 05 / 1 0 / 2 0 2 3 NI N T H S U B M I T T A L 06 / 0 5 / 2 0 2 3 TE N T H S U B M I T T A L 06 / 2 1 / 2 0 2 3 C-701 LA N D S C A P E P L A N OPEN SPACE LANDSCAPE REQUIREMENTS MINIMUM PLANTING REQUIREMENTS NOTES 30' BUFFER REQUIREMENTS (WEST) FRONT Casey’s General Store O6 Type Flat Building Screen BACK Casey’s General Store O6 Type Flat Building Screen RIGHT ELEVATION FRONT ELEVATION Casey’s General Store O6 Type Flat Building Screen LEFT ELEVATION BACK ELEVATION Casey’s General Store O6 Type Flat Building Screen FRONT Casey’s Canopy 5 in Row Metal "Any site plan(s), oor plan(s), rendering(s), lighting layout(s) and photometric plan(s) including but not limited to any project(s) created/produced by Red Leonard Associates Inc., are only intended for illustration and quoting purposes only. Red Leonard Associates has the right to use third party lasers, scanners, and cameras but actual project conditions, dimensions, and accuracy of measurements may dier from these or any parameters. Red Leonard Associates Inc. assumes no liability for what is created/produced in these recreations. This includes but is not limited to the use of, installation of and/or integrity of existing building(s), surrounding area for product(s) such as existing pole(s), anchor bolt(s), base(s), architectural and signage structure(s), landscaping plan(s), lighting plan(s), xture selection(s) and placement, material(s), color accuracy, texture(s), and anything attributed to photo realism that is created. Furthermore, Red Leonard Associates Inc., does not assume liability whatsoever for any purchases made by client before, during, or at the conclusion of the published work. The customer, its relative aliates, as well as any other person(s) in viewing of this product is responsible for verifying compliance with any but not limited to all codes, permits, restrictions, instructions, purchases, and installations of objects viewed within this document(s) or project(s). Symbols are not drawn to scale. Size is for clarity purposes only. Sizes and dimensions are approximate, actual measurements may vary. DRAWINGS ARE NOT INTENDED FOR ENGINEERING OR CONSTRUCTION USE. This document, any Red Leonard drawing(s), or project(s) is not to be used and/or intended for engineering or construction purposes, but for illustrative purposes only. Any use of this documentation and/or other articles produced by Red Leonard without written authorization from Jayme J. Leonard is strictly prohibited." BACK Casey’s Canopy 5 in Row Metal "Any site plan(s), oor plan(s), rendering(s), lighting layout(s) and photometric plan(s) including but not limited to any project(s) created/produced by Red Leonard Associates Inc., are only intended for illustration and quoting purposes only. Red Leonard Associates has the right to use third party lasers, scanners, and cameras but actual project conditions, dimensions, and accuracy of measurements may dier from these or any parameters. Red Leonard Associates Inc. assumes no liability for what is created/produced in these recreations. This includes but is not limited to the use of, installation of and/or integrity of existing building(s), surrounding area for product(s) such as existing pole(s), anchor bolt(s), base(s), architectural and signage structure(s), landscaping plan(s), lighting plan(s), xture selection(s) and placement, material(s), color accuracy, texture(s), and anything attributed to photo realism that is created. Furthermore, Red Leonard Associates Inc., does not assume liability whatsoever for any purchases made by client before, during, or at the conclusion of the published work. The customer, its relative aliates, as well as any other person(s) in viewing of this product is responsible for verifying compliance with any but not limited to all codes, permits, restrictions, instructions, purchases, and installations of objects viewed within this document(s) or project(s). Symbols are not drawn to scale. Size is for clarity purposes only. Sizes and dimensions are approximate, actual measurements may vary. DRAWINGS ARE NOT INTENDED FOR ENGINEERING OR CONSTRUCTION USE. This document, any Red Leonard drawing(s), or project(s) is not to be used and/or intended for engineering or construction purposes, but for illustrative purposes only. Any use of this documentation and/or other articles produced by Red Leonard without written authorization from Jayme J. Leonard is strictly prohibited." Casey’s Canopy 5 in Row Metal "Any site plan(s), oor plan(s), rendering(s), lighting layout(s) and photometric plan(s) including but not limited to any project(s) created/produced by Red Leonard Associates Inc., are only intended for illustration and quoting purposes only. Red Leonard Associates has the right to use third party lasers, scanners, and cameras but actual project conditions, dimensions, and accuracy of measurements may dier from these or any parameters. Red Leonard Associates Inc. assumes no liability for what is created/produced in these recreations. This includes but is not limited to the use of, installation of and/or integrity of existing building(s), surrounding area for product(s) such as existing pole(s), anchor bolt(s), base(s), architectural and signage structure(s), landscaping plan(s), lighting plan(s), xture selection(s) and placement, material(s), color accuracy, texture(s), and anything attributed to photo realism that is created. Furthermore, Red Leonard Associates Inc., does not assume liability whatsoever for any purchases made by client before, during, or at the conclusion of the published work. The customer, its relative aliates, as well as any other person(s) in viewing of this product is responsible for verifying compliance with any but not limited to all codes, permits, restrictions, instructions, purchases, and installations of objects viewed within this document(s) or project(s). Symbols are not drawn to scale. Size is for clarity purposes only. Sizes and dimensions are approximate, actual measurements may vary. DRAWINGS ARE NOT INTENDED FOR ENGINEERING OR CONSTRUCTION USE. This document, any Red Leonard drawing(s), or project(s) is not to be used and/or intended for engineering or construction purposes, but for illustrative purposes only. Any use of this documentation and/or other articles produced by Red Leonard without written authorization from Jayme J. Leonard is strictly prohibited." RIGHT ELEVATION FRONT ELEVATION LEFT ELEVATION BACK ELEVATION Casey’s Canopy 5 in Row Metal "Any site plan(s), oor plan(s), rendering(s), lighting layout(s) and photometric plan(s) including but not limited to any project(s) created/produced by Red Leonard Associates Inc., are only intended for illustration and quoting purposes only. Red Leonard Associates has the right to use third party lasers, scanners, and cameras but actual project conditions, dimensions, and accuracy of measurements may dier from these or any parameters. Red Leonard Associates Inc. assumes no liability for what is created/produced in these recreations. This includes but is not limited to the use of, installation of and/or integrity of existing building(s), surrounding area for product(s) such as existing pole(s), anchor bolt(s), base(s), architectural and signage structure(s), landscaping plan(s), lighting plan(s), xture selection(s) and placement, material(s), color accuracy, texture(s), and anything attributed to photo realism that is created. Furthermore, Red Leonard Associates Inc., does not assume liability whatsoever for any purchases made by client before, during, or at the conclusion of the published work. The customer, its relative aliates, as well as any other person(s) in viewing of this product is responsible for verifying compliance with any but not limited to all codes, permits, restrictions, instructions, purchases, and installations of objects viewed within this document(s) or project(s). Symbols are not drawn to scale. Size is for clarity purposes only. Sizes and dimensions are approximate, actual measurements may vary. DRAWINGS ARE NOT INTENDED FOR ENGINEERING OR CONSTRUCTION USE. This document, any Red Leonard drawing(s), or project(s) is not to be used and/or intended for engineering or construction purposes, but for illustrative purposes only. Any use of this documentation and/or other articles produced by Red Leonard without written authorization from Jayme J. Leonard is strictly prohibited." FRONT Casey’s Dumpster Enclosure "Any site plan(s), oor plan(s), rendering(s), lighting layout(s) and photometric plan(s) including but not limited to any project(s) created/produced by Red Leonard Associates Inc., are only intended for illustration and quoting purposes only. Red Leonard Associates has the right to use third party lasers, scanners, and cameras but actual project conditions, dimensions, and accuracy of measurements may dier from these or any parameters. Red Leonard Associates Inc. assumes no liability for what is created/produced in these recreations. This includes but is not limited to the use of, installation of and/or integrity of existing building(s), surrounding area for product(s) such as existing pole(s), anchor bolt(s), base(s), architectural and signage structure(s), landscaping plan(s), lighting plan(s), xture selection(s) and placement, material(s), color accuracy, texture(s), and anything attributed to photo realism that is created. Furthermore, Red Leonard Associates Inc., does not assume liability whatsoever for any purchases made by client before, during, or at the conclusion of the published work. The customer, its relative aliates, as well as any other person(s) in viewing of this product is responsible for verifying compliance with any but not limited to all codes, permits, restrictions, instructions, purchases, and installations of objects viewed within this document(s) or project(s). Symbols are not drawn to scale. Size is for clarity purposes only. Sizes and dimensions are approximate, actual measurements may vary. DRAWINGS ARE NOT INTENDED FOR ENGINEERING OR CONSTRUCTION USE. This document, any Red Leonard drawing(s), or project(s) is not to be used and/or intended for engineering or construction purposes, but for illustrative purposes only. Any use of this documentation and/or other articles produced by Red Leonard without written authorization from Jayme J. Leonard is strictly prohibited." BACK Casey’s Dumpster Enclosure "Any site plan(s), oor plan(s), rendering(s), lighting layout(s) and photometric plan(s) including but not limited to any project(s) created/produced by Red Leonard Associates Inc., are only intended for illustration and quoting purposes only. Red Leonard Associates has the right to use third party lasers, scanners, and cameras but actual project conditions, dimensions, and accuracy of measurements may dier from these or any parameters. Red Leonard Associates Inc. assumes no liability for what is created/produced in these recreations. This includes but is not limited to the use of, installation of and/or integrity of existing building(s), surrounding area for product(s) such as existing pole(s), anchor bolt(s), base(s), architectural and signage structure(s), landscaping plan(s), lighting plan(s), xture selection(s) and placement, material(s), color accuracy, texture(s), and anything attributed to photo realism that is created. Furthermore, Red Leonard Associates Inc., does not assume liability whatsoever for any purchases made by client before, during, or at the conclusion of the published work. The customer, its relative aliates, as well as any other person(s) in viewing of this product is responsible for verifying compliance with any but not limited to all codes, permits, restrictions, instructions, purchases, and installations of objects viewed within this document(s) or project(s). Symbols are not drawn to scale. Size is for clarity purposes only. Sizes and dimensions are approximate, actual measurements may vary. DRAWINGS ARE NOT INTENDED FOR ENGINEERING OR CONSTRUCTION USE. This document, any Red Leonard drawing(s), or project(s) is not to be used and/or intended for engineering or construction purposes, but for illustrative purposes only. Any use of this documentation and/or other articles produced by Red Leonard without written authorization from Jayme J. Leonard is strictly prohibited." Casey’s Dumpster Enclosure "Any site plan(s), oor plan(s), rendering(s), lighting layout(s) and photometric plan(s) including but not limited to any project(s) created/produced by Red Leonard Associates Inc., are only intended for illustration and quoting purposes only. Red Leonard Associates has the right to use third party lasers, scanners, and cameras but actual project conditions, dimensions, and accuracy of measurements may dier from these or any parameters. Red Leonard Associates Inc. assumes no liability for what is created/produced in these recreations. This includes but is not limited to the use of, installation of and/or integrity of existing building(s), surrounding area for product(s) such as existing pole(s), anchor bolt(s), base(s), architectural and signage structure(s), landscaping plan(s), lighting plan(s), xture selection(s) and placement, material(s), color accuracy, texture(s), and anything attributed to photo realism that is created. Furthermore, Red Leonard Associates Inc., does not assume liability whatsoever for any purchases made by client before, during, or at the conclusion of the published work. The customer, its relative aliates, as well as any other person(s) in viewing of this product is responsible for verifying compliance with any but not limited to all codes, permits, restrictions, instructions, purchases, and installations of objects viewed within this document(s) or project(s). Symbols are not drawn to scale. Size is for clarity purposes only. Sizes and dimensions are approximate, actual measurements may vary. DRAWINGS ARE NOT INTENDED FOR ENGINEERING OR CONSTRUCTION USE. This document, any Red Leonard drawing(s), or project(s) is not to be used and/or intended for engineering or construction purposes, but for illustrative purposes only. Any use of this documentation and/or other articles produced by Red Leonard without written authorization from Jayme J. Leonard is strictly prohibited." RIGHT ELEVATION FRONT ELEVATION LEFT ELEVATION BACK ELEVATION Casey’s Dumpster Enclosure "Any site plan(s), oor plan(s), rendering(s), lighting layout(s) and photometric plan(s) including but not limited to any project(s) created/produced by Red Leonard Associates Inc., are only intended for illustration and quoting purposes only. Red Leonard Associates has the right to use third party lasers, scanners, and cameras but actual project conditions, dimensions, and accuracy of measurements may dier from these or any parameters. Red Leonard Associates Inc. assumes no liability for what is created/produced in these recreations. This includes but is not limited to the use of, installation of and/or integrity of existing building(s), surrounding area for product(s) such as existing pole(s), anchor bolt(s), base(s), architectural and signage structure(s), landscaping plan(s), lighting plan(s), xture selection(s) and placement, material(s), color accuracy, texture(s), and anything attributed to photo realism that is created. Furthermore, Red Leonard Associates Inc., does not assume liability whatsoever for any purchases made by client before, during, or at the conclusion of the published work. The customer, its relative aliates, as well as any other person(s) in viewing of this product is responsible for verifying compliance with any but not limited to all codes, permits, restrictions, instructions, purchases, and installations of objects viewed within this document(s) or project(s). Symbols are not drawn to scale. Size is for clarity purposes only. Sizes and dimensions are approximate, actual measurements may vary. DRAWINGS ARE NOT INTENDED FOR ENGINEERING OR CONSTRUCTION USE. This document, any Red Leonard drawing(s), or project(s) is not to be used and/or intended for engineering or construction purposes, but for illustrative purposes only. Any use of this documentation and/or other articles produced by Red Leonard without written authorization from Jayme J. Leonard is strictly prohibited."