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HomeMy WebLinkAbout2022-12-19 I08 Stratford Commercial Plat 2-Casey's 4269_Preliminary Plat, Final Plat, Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: December 19, 2022 AGENDA ITEM: Consideration of approval of resolutions approving a preliminary plat, final plat and site plan for Stratford Commercial Plat 2 / Casey’s Store #4269 FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a preliminary plat, final plat and site plan for a 2.64-acre development for a convenience store, carwash 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, carwash and canopy. The convenience store will be approximately 5,000 square-feet, the carwash will be approximately 3,200 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 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 final plat includes one lot, Lot 1 that is 2.64-acres in area. 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 preliminary plat, site plan and final plat request at their meeting on August 9, 2022 and recommended approval: Approval of a Preliminary Plat for Casey’s Store #4269 Approval of a Final Plat for Stratford Commercial Plat 2 Approval of a Site Plan for Casey’s Store #4269 (600 NW 10th Street) City planner, Bill Mettee, introduced the request for approval of a preliminary plat, final plat, and site plan for a new convenience store as submitted by the applicant, Casey’s General Store, Inc. the property is generally located north of NW Stratford Drive and west of NW 10th Street, containing approximately 2.64 acres. Mr. Mettee advised that the project involves the construction of a single-story Casey’s General Store that is proposed to be 5,030 square feet in area. The project also includes a tunnel car wash, fuel canopy and pumps, monument sign, and trash enclosure. The fuel storage tanks will be located I8A-C underground on the south side of the property. The site has two access points off of NW Stratford Drive. All public utilities exist to service the site and stormwater detention is managed with an underground detention basin. At this time all parking, landscape and open space, elevation, and photometric requirements have been met and staff recommends approval for the preliminary plat, final plat, and site plan for Casey’s Store #4269 subject to any remaining staff comments and review of the legal documents. Commissioner Hoifeldt moved to approve the Preliminary Plat for Casey’s Store #4269 subject to any remaining staff comments and review of the legal documents. The motion was seconded by commissioner Koshy. Ayes: Koelker, Hoifeldt, Inman, Koshy, and Tessau. Nays: none. Recused: Streit. Motion Carried. Commissioner Hoifeldt moved to approve the Final Plat for Stratford Commercial Plat 2 subject to any remaining staff comments and review of the legal documents. The motion was seconded by Commissioner Koshy. Ayes: Koelker, Hoifeldt, Inman, Koshy, and Tessau. Nays: none. Recused: Streit. Motion Carried. Commissioner Tessau moved to approve the Site Plan for Casey’s Store #4269 (600 NW 10th Street) subject to any remaining staff comments and review of the legal documents. The motion was seconded by commissioner Hoifeldt. Ayes: Koelker, Hoifeldt, Inman, Koshy, and Tessau. Nays: none. Recused: Streit. Motion Carried. STAFF REVIEW AND COMMENT: Staff recommends approval of the preliminary plat, final plat and site plan for Stratford Commercial Plat 2 / Casey’s Store #4269 RECOMMENDATION: Approve the resolutions. ATTACHMENTS: I. Proposed Resolutions II. Staff Report III. Preliminary Plat / Site Plan V. Final Plat 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 2022- APPROVING THE PRELIMINARY PLAT 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 reviewed and recommended approval of a Preliminary Plat for Casey’s Store #4269 on August 9, 2022; AND, WHEREAS, the Preliminary Plat for Casey’s Store #4269 is in general conformance with section §176 - Subdivision Regulations of the Waukee Municipal Code. NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this the 19th day of December, 2022 that the Preliminary Plat for Casey’s Store #4269 be 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 THE CITY OF WAUKEE, IOWA RESOLUTION 2022- APPROVING THE FINAL PLAT FOR STRATFORD COMMERCIAL PLAT 2 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, Casey’s Marketing Company, has requested final plat approval of Stratford Commercial Plat 2 (the “Plat”); AND, WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of the Plat on August 9, 2022, subject to remaining staff comments and review of the legal documents; AND, WHEREAS, the Final Plat for Stratford Commercial Plat 2 and the documents relating thereto will comply with section §176 – Subdivision Regulations of the Waukee Municipal Code. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this 19th day of December, 2022, that the Final Plat for Stratford Commercial Plat 2 be and the same is hereby accepted and approved by the City Council of the City of Waukee. BE IT FURTHER RESOLVED that the City of Waukee does hereby accept the following easements and documents to be filed with the Plat: 1. Warranty Deed (Street Lot A); and 2. Public Utility Easement ____________________________ 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 THE CITY OF WAUKEE, IOWA RESOLUTION 2022- APPROVING THE 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 Site Plan for Casey’s Store #4269, subject to remaining staff comments on August 9, 2022; AND, WHEREAS, the 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 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 19th day of December, 2022 that the 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: Stratford Commercial Plat 2 – Final Plat and Casey’s #4269 – Preliminary Plat and Site Plan PREPARED BY: Bill Mettee – Planner REPORT DATE: August 5, 2022 MEETING DATE: August 9, 2022 GENERAL INFORMATION Owner/Applicant:Casey’s General Store 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). August 5, 2022 2 of 3 LAND USES AND ZONING: 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 was originally platted as Outlot Y as part of the Stratford Crossing Plat 1 Final Plat. 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 tunnel car wash that is 3,164-square feet and fuel canopy and fuel pumps. A monument sign is planned at the southeast corner of the site. The fuel storage tanks will be located underground on the south side of the property. 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 33 parking spaces per the Waukee parking requirements (5/1,000 sq ft for convenience store / gas stations and 2/1000 sq ft for carwashes) and the site plan identifies a total of 33 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. August 5, 2022 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 55% 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 29 trees and 86 shrubs, where 24 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 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. The convenience store is proposed to be just over 21-feet high; the carwash will be just under 18-feet high and 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 an underground detention basin located on the north side of the site along the property line. STAFF RECOMMENDATION The preliminary plat, final plat and site plan are in general conformance with the Site Plan Ordinance and Comprehensive Plan. Staff recommends approval of the Preliminary Plat and Site Plan for Casey’s #4269 and the Final Plat for Stratford Commercial Plat 2 subject to remaining staff comments and review of the legal documents. 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 PRELIMIN A R Y NOT FOR C O N S T R U C T I O N 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 FI R S T S U B M I T T A L 05 / 2 4 / 2 0 2 2 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: SE C O N D S U B M I T T A L 07 / 1 9 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 0 2 / 2 0 2 2 FO U R T H S U B M I T T A L 08 / 1 2 / 2 0 2 2 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 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 FI R S T S U B M I T T A L 05 / 2 4 / 2 0 2 2 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: SE C O N D S U B M I T T A L 07 / 1 9 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 0 2 / 2 0 2 2 FO U R T H S U B M I T T A L 08 / 1 2 / 2 0 2 2 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 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 FI R S T S U B M I T T A L 05 / 2 4 / 2 0 2 2 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: SE C O N D S U B M I T T A L 07 / 1 9 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 0 2 / 2 0 2 2 FO U R T H S U B M I T T A L 08 / 1 2 / 2 0 2 2 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 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 G W E/ T 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 FI R S T S U B M I T T A L 05 / 2 4 / 2 0 2 2 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: SE C O N D S U B M I T T A L 07 / 1 9 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 0 2 / 2 0 2 2 FO U R T H S U B M I T T A L 08 / 1 2 / 2 0 2 2 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 C-101 DI M E N S I O N P L A N NOTES E/ T W G G W E/ T 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 FI R S T S U B M I T T A L 05 / 2 4 / 2 0 2 2 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: SE C O N D S U B M I T T A L 07 / 1 9 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 0 2 / 2 0 2 2 FO U R T H S U B M I T T A L 08 / 1 2 / 2 0 2 2 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 C-201 GR A D I N G P L A N DETAIL 'A' DETAIL 'B' NOTES E/ T W G G W E/ T 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 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 FI R S T S U B M I T T A L 05 / 2 4 / 2 0 2 2 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: SE C O N D S U B M I T T A L 07 / 1 9 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 0 2 / 2 0 2 2 FO U R T H S U B M I T T A L 08 / 1 2 / 2 0 2 2 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 C-301 UT I L I T Y P L A N E/ T W G G W E/ T 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 ll 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 l l l l l l l l l l l l l l l l l 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 l l l l l llllllllllllllll l l 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 FI R S T S U B M I T T A L 05 / 2 4 / 2 0 2 2 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: SE C O N D S U B M I T T A L 07 / 1 9 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 0 2 / 2 0 2 2 FO U R T H S U B M I T T A L 08 / 1 2 / 2 0 2 2 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 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. (-)4'-0" BELOW FINISH GRADE PARKING LOT PAVING REF CIVIL ALL BACKFILL MATERIAL TO CONSIST OF CLEAN STONE LESS THAN 1-1/4" IN SIZE. (NOT SAND) PIN SIDEWALK TO BUILDING FOUNDATION EVERY 2' O.C. WITH #4x2'-0". 3'-0" OVER EXCAVATE 1 TO 2 FEET HORIZONTALLY BELOW FROST DEPTH IN YOUR AREA. 6x6/W1.4xW1.4 WIRE MESH 6" 6" STEEL, CONCRETE FILLED BOLLARD W/BRONZE PLASTIC COVER. 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. SEE BUILDING PLANS FOR FOUNDATION/BUILDING DETAILS 1'-6" 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 12 " 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" ENLARGED FOR CLARITY T.O. CURB CONC. FILLED FIELD PAINT PRIMER 6" DIA. STEEL BOLLARD WITH PLASTIC COVER 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 1' - 0 " 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 PLASTIC COVER 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 1' - 0 " 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 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. DISABLED SIGN WITH REQUIRED UNIVERSAL SYMBOL OF ACCESSIBILITY, INCLUDE APPROPRIATE WORDING TO CLEARLY INDICATING THAT 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 PARKING RESERVED ACCESSIBLE VAN GREEN $250 FINE WHITE BLUE & WHITE 2' - 1 0 " BO L L A R D 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" T.O. CURB CONC. FILLED FIELD PAINT PRIMER 6" DIA. STEEL BOLLARD WITH PLASTIC COVER 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 " 1' - 0 " 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 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: 1.Sub-base Course Under Exterior Concrete Paved Surfaces: Spread and compact sub-base in 6"-9" lifts compacted to 98% Standard Proctor. 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" 4 CURB INLET Not to Scale 8 ADA PARKING SPACES 3/16" = 1'-0" 9 ADA PARKING SIGN 1/4" = 1'-0" GENERAL NOTES 3 PAVING SAW-CUT Not to Scale 7 OVERFILL ALARM 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 FI R S T S U B M I T T A L 05 / 2 4 / 2 0 2 2 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: SE C O N D S U B M I T T A L 07 / 1 9 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 0 2 / 2 0 2 2 FO U R T H S U B M I T T A L 08 / 1 2 / 2 0 2 2 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 C-601 DE T A I L S 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. 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" 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 < 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) 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 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 FI R S T S U B M I T T A L 05 / 2 4 / 2 0 2 2 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: SE C O N D S U B M I T T A L 07 / 1 9 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 0 2 / 2 0 2 2 FO U R T H S U B M I T T A L 08 / 1 2 / 2 0 2 2 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 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 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 SECTION A-A 2'-6" 10 " 1'-6" 6" CURBCURB ROAD/PARKING PAVEMENT A A 6"1'-6"6" (3) #3 BARS AND TRANSVERSE #3 BARS AT 2' O.C. 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' - 0 " 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 3 PLANT/TREE INSTALLATION Not to Scale 1 TYPICAL FILL SECTION Not to Scale 2 CURB CUT FLUME DETAIL 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 FI R S T S U B M I T T A L 05 / 2 4 / 2 0 2 2 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: SE C O N D S U B M I T T A L 07 / 1 9 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 0 2 / 2 0 2 2 FO U R T H S U B M I T T A L 08 / 1 2 / 2 0 2 2 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 C-603 DE T A I L S 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 FI R S T S U B M I T T A L 05 / 2 4 / 2 0 2 2 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: SE C O N D S U B M I T T A L 07 / 1 9 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 0 2 / 2 0 2 2 FO U R T H S U B M I T T A L 08 / 1 2 / 2 0 2 2 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 C-604 DE T A I L S 3 MC-7200 TECHNICAL SPECIFICATION 2 STORMTECH MC-7200 CHAMBER SYSTEM 4 STORMTECH MC-7200 CHAMBER SYSTEM 1 STORMTECH MC-7200 CHAMBER SYSTEM NOTES •MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH NOTE #6.32 FOR MANIFOLD SIZING GUIDANCE. •DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. •THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. •THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. PROPOSED ELEVATIONS MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED):1009.25 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC):1004.75 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC):1004.25 MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT):1004.25 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT):1004.25 TOP OF STONE:1003.50 TOP OF MC-7200 CHAMBER:1002.25 24" x 24" TOP MANIFOLD INVERT:999.17 24" x 24" TOP MANIFOLD INVERT:999.17 24" x 24" BOTTOM MANIFOLD INVERT:997.44 24" ISOLATOR ROW PLUS INVERT:997.44 24" ISOLATOR ROW PLUS INVERT:997.44 24" BOTTOM CONNECTION INVERT:997.44 BOTTOM OF MC-7200 CHAMBER:997.25 UNDERDRAIN INVERT:996.50 BOTTOM OF STONE:996.50 PROPOSED LAYOUT 86 STORMTECH MC-7200 CHAMBERS 16 STORMTECH MC-7200 END CAPS 15 STONE ABOVE (in) 9 STONE BELOW (in) 40 STONE VOID 27670 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED) (COVER STONE INCLUDED) (BASE STONE INCLUDED) 6505 SYSTEM AREA (SF) 488.4 SYSTEM PERIMETER (ft) *INVERT ABOVE BASE OF CHAMBER MAX FLOWINVERT*DESCRIPTIONITEM ON LAYOUTPART TYPE INSTALL FLAMP ON 24" ACCESS PIPE / PART#: MC720024RAMP (TYP 2 PLACES)AFLAMP 2.26"24" x 24" BOTTOM MANIFOLD, ADS N-12BMANIFOLD 23.05"24" x 24" TOP MANIFOLD, ADS N-12CMANIFOLD 23.05"24" x 24" TOP MANIFOLD, ADS N-12DMANIFOLD 14.0 CFS OUTOCS (DESIGN BY ENGINEER / PROVIDED BY OTHERS)ECONCRETE STRUCTURE 9.5 CFS IN(DESIGN BY ENGINEER / PROVIDED BY OTHERS)FCONCRETE STRUCTURE 33.2 CFS IN(DESIGN BY ENGINEER / PROVIDED BY OTHERS)GCONCRETE STRUCTURE 6" ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAINHUNDERDRAIN ISOLATOR ROW PLUS (SEE DETAIL/TYP 2 PLACES) PLACE MINIMUM 17.50' OF ADSPLUS175 WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS BED LIMITS 187.82' 56 . 1 9 ' 176.85' 53 . 5 9 ' F C D A B E G UNDERCUT BASE STONE/BOTTOM OF FABRIC ELEVATION BY 27" DOWN TO 994.25 BENEATH CHAMBERS IN THIS AREA DUE TO COVER HEIGHT. FILL MUST BE CLASS 1 STONE, BUT CAN BE A COMBINATION OF 3" AND SYSTEM STONE TYPE SELECTED. 8"x4" INSPECTION PORT (TYP. - 2 PLACES) ACCEPTABLE FILL MATERIALS: STORMTECH MC-7200 CHAMBER SYSTEMS PLEASE NOTE: 1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. NOTES: 1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 60x101 2.MC-7200 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5.REQUIREMENTS FOR HANDLING AND INSTALLATION: ·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. ·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3”. ·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN OR EQUAL TO 450 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT D FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/A PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" (600 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. AASHTO M145¹ A-1, A-2-4, A-3 OR AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE. CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 4 A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 4 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 24" (600 mm) MIN* 7.0' (2.1 m) MAX 12" (300 mm) MIN100" (2540 mm) 15" 12" (300 mm) MIN 9" (230 mm) MIN D C B A *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 30" (750 mm). 60" (1525 mm) 9" EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) MC-7200 END CAP PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) PERIMETER STONE (SEE NOTE 4) SUBGRADE SOILS (SEE NOTE 3) NO COMPACTION REQUIRED. ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS INSPECTION & MAINTENANCE STEP 1)INSPECT ISOLATOR ROW PLUS FOR SEDIMENT A.INSPECTION PORTS (IF PRESENT) A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4.LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B.ALL ISOLATOR PLUS ROWS B.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE i)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2)CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C.VACUUM STRUCTURE SUMP AS REQUIRED STEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. CATCH BASIN OR MANHOLE MC-7200 ISOLATOR ROW PLUS DETAIL NTS COVER PIPE CONNECTION TO END CAP WITH ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE MC-7200 CHAMBER INSPECTION PORT (REFER TO DETAIL FOR LOCATION OF THE 2 PORTS) MC-7200 END CAP 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PARTIAL CUT END CAP PART #: MC7200IEPP24B OR MC7200IEPP24BW ONE LAYER OF ADSPLUS175 WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 10.3' (3.1 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS SUMP DEPTH OF 18" INSTALL FLAMP ON 24" (600 mm) ACCESS PIPE PART #: MC720024RAMP NOTE: INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION VALLEY. STORMTECH CHAMBER 8" NYLOPLAST INSPECTION PORT BODY (PART# 2708AG4IPKIT) OR TRAFFIC RATED BOX W/SOLID LOCKING COVER CONCRETE COLLAR PAVEMENT 12" (300 mm) MIN WIDTH CONCRETE SLAB 6" (150 mm) MIN THICKNESS 4" PVC INSPECTION PORT DETAIL (MC SERIES CHAMBER) NTS CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS 4" (100 mm) SDR 35 PIPE 4" (100 mm) INSERTA TEE TO BE CENTERED ON CORRUGATION VALLEY UNDERDRAIN DETAIL NTS A A B B SECTION A-A SECTION B-B DUAL WALL PERFORATED HDPE UNDERDRAIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE STORMTECH END CAP ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE STORMTECH CHAMBER OUTLET MANIFOLD STORMTECH END CAP STORMTECH CHAMBERS NUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER 4" (100 mm) TYP FOR SC-310 & SC-160LP SYSTEMS 6" (150 mm) TYP FOR SC-740, DC-780, MC-3500, MC-4500 & MC-7200 SYSTEMS FOUNDATION STONE BENEATH CHAMBERS FOUNDATION STONE BENEATH CHAMBERS MC-SERIES END CAP INSERTION DETAIL NTS NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL FOR A PROPER FIT IN END CAP OPENING. MANIFOLD HEADER MANIFOLD STUB STORMTECH END CAP MANIFOLD HEADER MANIFOLD STUB 12" (300 mm) MIN SEPARATION 12" (300 mm) MIN INSERTION 12" (300 mm) MIN SEPARATION 12" (300 mm) MIN INSERTION MC-7200 TECHNICAL SPECIFICATION NTS PART #STUB B C MC7200IEPP06T 6" (150 mm)42.54" (1081 mm)--- MC7200IEPP06B ---0.86" (22 mm) MC7200IEPP08T 8" (200 mm)40.50" (1029 mm)--- MC7200IEPP08B ---1.01" (26 mm) MC7200IEPP10T 10" (250 mm)38.37" (975 mm)--- MC7200IEPP10B ---1.33" (34 mm) MC7200IEPP12T 12" (300 mm)35.69" (907 mm)--- MC7200IEPP12B ---1.55" (39 mm) MC7200IEPP15T 15" (375 mm)32.72" (831 mm)--- MC7200IEPP15B ---1.70" (43 mm) MC7200IEPP18T 18" (450 mm) 29.36" (746 mm)---MC7200IEPP18TW MC7200IEPP18B ---1.97" (50 mm) MC7200IEPP18BW MC7200IEPP24T 24" (600 mm) 23.05" (585 mm)---MC7200IEPP24TW MC7200IEPP24B ---2.26" (57 mm) MC7200IEPP24BW MC7200IEPP30BW 30" (750 mm)---2.95" (75 mm) MC7200IEPP36BW 36" (900 mm)---3.25" (83 mm) MC7200IEPP42BW 42" (1050 mm)---3.55" (90 mm) NOTE: ALL DIMENSIONS ARE NOMINAL NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)100.0" X 60.0" X 79.1" (2540 mm X 1524 mm X 2010 mm) CHAMBER STORAGE 175.9 CUBIC FEET (4.98 m³) MINIMUM INSTALLED STORAGE*267.3 CUBIC FEET (7.56 m³) WEIGHT (NOMINAL)205 lbs.(92.9 kg) NOMINAL END CAP SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)90.0" X 61.0" X 32.8" (2286 mm X 1549 mm X 833 mm) END CAP STORAGE 39.5 CUBIC FEET (1.12 m³) MINIMUM INSTALLED STORAGE*115.3 CUBIC FEET (3.26 m³) WEIGHT (NOMINAL)90 lbs.(40.8 kg) *ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION AND BETWEEN CHAMBERS, 12" (305 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY. PARTIAL CUT HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PARTIAL CUT HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W" CUSTOM PREFABRICATED INVERTS ARE AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE 12-24" (300-600 mm) SIZE ON SIZE AND 15-48" (375-1200 mm) ECCENTRIC MANIFOLDS. CUSTOM INVERT LOCATIONS ON THE MC-7200 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED FOR PIPE SIZES GREATER THAN 10" (250 mm). THE INVERT LOCATION IN COLUMN 'B' ARE THE HIGHEST POSSIBLE FOR THE PIPE SIZE. UPPER JOINT CORRUGATION WEB CREST CREST STIFFENING RIB VALLEY STIFFENING RIB BUILD ROW IN THIS DIRECTION LOWER JOINT CORRUGATION FOOT 83.4" (2120 mm) 79.1" (2010 mm) INSTALLED 60.0" (1524 mm) 100.0" (2540 mm)90.0" (2286 mm) 61.0" (1549 mm) 32.8" (833 mm) INSTALLED 38.0" (965 mm) B C H SLOPE=0.00% FL=996.50 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 FI R S T S U B M I T T A L 05 / 2 4 / 2 0 2 2 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: SE C O N D S U B M I T T A L 07 / 1 9 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 0 2 / 2 0 2 2 FO U R T H S U B M I T T A L 08 / 1 2 / 2 0 2 2 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 C-605 DE T A I L S ° 1 ST-1 NYLOPLAST DRAIN BASIN WITH WEIR DETAIL (PRIVATE) 5 DOWNSPOUT CONNECTION WITH TEE 7 DETECTABLE WARNING DETAIL 8 HYDRANT ASSEMBLY DETAIL 2 SANITARY SEWER SERVICE RISER 3 CURB RAMP FOR CLASS B OR C SIDEWALK 6 12" SUBGRADE PREPARATION 9 CONCRETE DRIVEWAY TYPE A 4 RETAINING WALL SPOT ELEVATION REFERENCE E/ T W G G W E/ T 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 FI R S T S U B M I T T A L 05 / 2 4 / 2 0 2 2 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: SE C O N D S U B M I T T A L 07 / 1 9 / 2 0 2 2 TH I R D S U B M I T T A L 08 / 0 2 / 2 0 2 2 FO U R T H S U B M I T T A L 08 / 1 2 / 2 0 2 2 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 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) S44°58'24"W 75.00' S0 0 ° 0 1 ' 0 2 " E 1 6 7 . 9 4 ' S00°00'54"E 32.11' N89°57'31"E 240.02' N00°08'34"W 32.11' N89°57'31"E 155.05' N0 0 ° 0 1 ' 0 2 " W 4 0 9 . 9 5 ' S49 ° 0 6 ' 3 5 " W 1 9 9 . 6 2 ' Δ=18°44'17" L=32.70' R=100.00' CH=32.56' CHB=S58°28'43"W Δ=1°27'43" L=9.77' R=383.00' CH=9.77' CHB=S68°34'43"W Δ=31°34'51" L=126.50' R=229.50' CH=124.90' CHB=S74°10'37"W S89°58'24"W 2.30' Δ=14°00'00" L=32.01' R=131.00' CH=31.93' CHB=S82°58'23"W STREET LOT 'A' LOT 1 STRATFORD COMMERCIAL PLAT 2 FINAL PLAT ENGINEER / SURVEYOR CI V I L D E S I G N A D V A N T A G E 2202.055 ST R A T F O R D C O M M E R C I A L P L A T 2 EN G I N E E R : TE C H : RE V I S I O N S DA T E WA U K E E , I O W A 1 FI R S T S U B M I T T A L 05 / 2 4 / 2 2 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 RE V I E W : SE C O N D S U B M I T T A L 07 / 1 3 / 2 2 TH I R D S U B M I T T A L 11 / 0 2 / 2 2 1 FI N A L P L A T LEGEND ZONING BULK REGULATIONS DATE OF SURVEY PLAT DESCRIPTION NOTES INDEX LEGEND NW 1 0 T H S T R E E T NW STR A T F O R D DRI V E (RO W V A R I E S ) OWNER VICINITY MAP APPLICANT WAUKEE, IOWA HICKMAN ROAD 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 SITE N W S T R A T F O R D D R I V E 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 Tunnel Carwash Prototype "Any site plan(s), floor 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 differ 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), fixture 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 affiliates, as well as any other person(s) in viewing of this product is responsi- ble 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. BACK Casey’s Tunnel Carwash Prototype "Any site plan(s), floor 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 differ 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), fixture 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 affiliates, as well as any other person(s) in viewing of this product is responsi- ble 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. Casey’s Tunnel Carwash Prototype "Any site plan(s), floor 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 differ 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), fixture 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 affiliates, as well as any other person(s) in viewing of this product is responsi- ble 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. RIGHT ELEVATION FRONT ELEVATION LEFT ELEVATION BACK ELEVATION Casey’s Tunnel Carwash Prototype "Any site plan(s), floor 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 differ 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), fixture 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 affiliates, as well as any other person(s) in viewing of this product is responsi- ble 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. 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."