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HomeMy WebLinkAbout2024-08-05 I10A-B Olive Garden_Site Plans AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: August 5, 2024 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Olive Garden (420 SE Alice’s Road) FORMAT: Resolutions SYNOPSIS INCLUDING PRO & CON: Waukee Towne Center, LLC and Darden Restaurants, Inc request approval of site plans to authorize the construction of a single-story building for an Olive Garden restaurant. The building is 6,500 square feet in area and 26 feet in height at the tallest point. The site includes a trash enclosure at the southwest corner of the building, “To Go” parking spaces along the south side of the building for carry-out orders, and a monument sign on the east side of the site. One access will be provided into the site off of the private drive to the west. There will also be shared access to the adjacent lot to the south. Pedestrian connections are provided into the site from both the existing trail along SE Alice’s Road and the private sidewalk to the west that will be constructed with this project. A total of 98 parking spaces are required. They are providing 109 parking spaces. The site will be serviced with private utilities that have been extended throughout the overall plat. Storm water detention is provided with the large pond located to the southwest, within the overall Waukee Towne Center development. The landscape plan meets the requirements of the Landscape and Open Space Ordinance. The elevations of the building are proposed to be constructed mostly of stone and brick. The roofing material is a concrete roof tile. The trash enclosure is built into the building using the same stone veneer to blend in with the rest of the building. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this project at the July 23, 2024, Commission Meeting and recommended approval subject to remaining staff comments: Approval of Site Plans for Olive Garden (420 SE Alice’s Road) Melissa DeBoer, Planning Coordinator, introduced the request for approval of two (2) site plans for a commercial building for a restaurant, as requested by Waukee Towne Center, LLC, and Darden Restaurants, represented by Cody Weaver of Civil Engineering Consultants, and Joe Mayer of Kimley- Horn and Associates, Inc. The property is generally located west of SE Alice’s Road and south of SE Laurel Street, containing approximately 1.83 acres. The subject property was platted as part of Waukee Towne Center Plat 5. The project has been broken up into two different plan sets. The developer has provided the site plan for the parking lot and areas beyond the parking lot, to the property lines. Olive Garden has provided the site plan for the building itself and the areas surrounding the building leading up to the curb of the parking lot. The project includes construction of a single-story building for an Olive Garden restaurant. The building is 6,500 square feet in area and 26 feet in height at the tallest point. A trash enclosure is I10A-B provided at the southwest corner of the building. A monument sign is shown along the east side of the site, along SE Alice’s Road. The site also includes “To Go” parking spaces along the south side of the building for carry-out orders. One access will be provided into the site from a private drive to the west. There will also be shared access to the adjacent lot to the south. Pedestrian connections are provided into the site from both the existing trail along SE Alice’s Road and the private sidewalk to the west that will be constructed with this project. A total of 98 parking spaces are required for the proposed site plan, with the total amount of proposed parking at 109 spaces, including five (5) accessible spaces. The site will be serviced with private utilities that have been extended throughout the overall plat. Storm water detention is provided with the large pond located to the southwest, within the overall Waukee Towne Center development. A minimum of 20% of the project area is required to be open space. The total amount of open space proposed is 23.4%. The landscape plan meets the Landscaping and Open Space Ordinance. The elevations of the building are proposed to be constructed mostly of stone and brick. The roofing material is a concrete roof tile. The trash enclosure is built into the building using the same stone veneer to blend in with the rest of the building. A photometric plan for site lighting had been submitted and meets the requirements of the Site Plan Ordinance. The comprehensive plan classifies the subject property as Neighborhood Commercial, which provides for a variety of uses that would serve the surrounding neighborhoods and provide day-to-day goods and services for residents. The site plans are in general conformance with the Site Plan Ordinance, Comprehensive Plan, and Planned Development. Staff recommends approval of the site plans for Olive Garden, subject to remaining staff comments. Discussion as follows: • General discussion of the area being developed • Melissa DeBoer confirmed that no comments from citizens had been received regarding the submitted site plan Motion by Commissioner Streit for approval of a Site Plan for Olive Garden, as presented by Civil Engineering Consultants, Inc., seconded by Commissioner Lohse. Ayes: Streit, Koelker, Beenken, Lohse, Tessau, and Bankole. Nays: None. Motion carried. Motion by Commissioner Streit for approval of a Site Plan for Olive Garden, as presented by Kimley- Horn and Associates, Inc., seconded by Commissioner Bankole. Ayes: Streit, Koelker, Beenken, Lohse, Tessau, and Bankole. Nays: None. Motion carried. STAFF REVIEW AND COMMENT: Staff recommends approval of the site plans. RECOMMENDATION: Approve the resolution. ATTACHMENTS: I. Proposed Resolutions II. Staff Report III. Site Plans & Elevations PREPARED BY: Melissa DeBoer, Planning Coordinator REVIEWED BY: THE CITY OF WAUKEE, IOWA RESOLUTION 2024- APPROVING THE SITE PLAN FOR OLIVE GARDEN (420 SE ALICE’S ROAD) IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal Organization; AND, WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of the Site Plan for Olive Garden, as submitted by Civil Engineering Consultants, Inc., subject to remaining staff comments on July 23, 2024; AND, WHEREAS, the Site Plan for Olive Garden is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Olive Garden 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 5th day of August, 2024 that the Site Plan for Olive Garden is approved subject to remaining staff comments. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN R. Charles Bottenberg Chris Crone Rob Grove Anna Bergman Pierce Ben Sinclair THE CITY OF WAUKEE, IOWA RESOLUTION 2024- APPROVING THE SITE PLAN FOR OLIVE GARDEN (420 SE ALICE’S ROAD) IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal Organization; AND, WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of the Site Plan for Olive Garden, as submitted by Kimley-Horn and Associates, Inc., subject to remaining staff comments on July 23, 2024; AND, WHEREAS, the Site Plan for Olive Garden is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Olive Garden 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 5th day of August, 2024 that the Site Plan for Olive Garden is approved subject to remaining staff comments. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN R. Charles Bottenberg Chris Crone Rob Grove Anna Bergman Pierce Ben Sinclair PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: Olive Garden – Site Plans PREPARED BY: Melissa DeBoer, AICP – Planning Coordinator REPORT DATE: July 19, 2024 MEETING DATE: July 23, 2024 GENERAL INFORMATION Owner/Applicant: Waukee Towne Center, LLC & Darden Restaurants, Inc Engineer: Cody Weaver, PE with Civil Engineering Consultants & Joe Mayer with Kimley-Horn and Associates, Inc Request: The applicants are requesting approval of site plans for a commercial building for a restaurant. Location and Size: Property is generally located west of SE Alice’s Road and south of SE Laurel Street, containing approximately 1.83 acres. Property Address: 420 SE Alice’s Road AREA MAP ABOVE: Aerial of property identifying the proposed site plan (outlined in RED). July 19, 2024 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant – Undeveloped Neighborhood Commercial C-1 / PD-1 (Community and Highway Service Commercial District / Planned Development District) North Vacant – Undeveloped Neighborhood Commercial / Community Commercial C-1 / PD-1 (Community and Highway Service Commercial District / Planned Development District) South Fast Food Restaurant Currently Under Construction (Freddy’s) Neighborhood Commercial C-1 / PD-1 (Community and Highway Service Commercial District / Planned Development District) East Hickman West Industrial Park Neighborhood Commercial M-1 (Light Industrial District) West Future Waukee Towne Center Retail / Future Target Store Neighborhood Commercial C-1 / PD-1 (Community and Highway Service Commercial District / Planned Development District) HISTORY The subject property was platted as part of Waukee Towne Center Plat 5. The project has been broken up into two different plan sets. The developer has provided the site plan for the parking lot and areas beyond the parking lot to the property lines. Olive Garden has provided the site plan for the building itself and the areas surrounding the building leading up to the curb of the parking lot. PROJECT DESCRIPTION The project includes the construction of a single-story building for an Olive Garden restaurant. The building is 6,500 square feet in area and 26 feet in height at the tallest point. A trash enclosure is provided at the southwest corner of the building. A monument sign is shown along the east side of the site, along SE Alice’s Road. The site also includes “To Go” parking spaces along the south side of the building for carry-out orders. ACCESS AND PARKING One access will be provided into the site off of the private drive to the west. There will also be shared access to the adjacent lot to the south. Pedestrian connections are provided into the site from both the existing trail along SE Alice’s Road and the private sidewalk to the west that will be constructed with this project. A total of 98 parking spaces are required for the proposed site plan. The total amount of parking proposed is 109 spaces including 5 accessible stalls. July 19, 2024 3 of 3 UTILITIES This site will be serviced with private utilities that have been extended throughout the overall plat. Storm water detention is provided with the large pond located to the southwest, within the overall Waukee Towne Center development. LANDSCAPING & OPEN SPACE A minimum of 20% of the project area is required to be open space. The total amount of open space proposed is 23.4%. The landscape plantings are in accordance with the Landscaping and Open Space Ordinance. ELEVATIONS The elevations of the building are proposed to be constructed mostly of stone and brick. The roofing material is a concrete roof tile. The trash enclosure is built into the building using the same stone veneer to blend in with the rest of the building. PHOTOMETRIC PLAN A photometric plan for the site lighting has been submitted and complies with the requirements of the Site Plan Ordinance. COMPREHENSIVE PLAN The comprehensive plan classifies the subject property as Neighborhood Commercial. The Neighborhood Commercial classification provides a variety of uses that would serve the surrounding neighborhoods and provide day-to-day goods and services for residents. STAFF RECOMMENDATION The site plans are in general conformance with the Site Plan Ordinance, Comprehensive Plan, and Planned Development. Staff recommends approval of the site plans for Olive Garden subject to remaining staff comments. PRELIMINARY PRELIMINARY CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 5 5 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N LOT 2 EX 3 0 ' S E T B A C K EM II II II II II NO PARKING CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . U r b a n d a l e , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N LOT 2 EX 3 0 ' S E T B A C K EM II II II II II NO PARKING CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . U r b a n d a l e , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N LOT 2 EX 3 0 ' S E T B A C K EM II II II II II NO PARKING CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . U r b a n d a l e , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N LOT 2 EX 3 0 ' S E T B A C K EM II II II II II NO PARKING CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . U r b a n d a l e , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N LOT 2 EX 3 0 ' S E T B A C K EM II II II II II NO PARKING CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . U r b a n d a l e , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . U r b a n d a l e , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N LOT 2 EX 3 0 ' S E T B A C K EM II II II II II NO PARKING CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . U r b a n d a l e , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . U r b a n d a l e , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . U r b a n d a l e , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N MAR K Botanical name QUAN .SIZE ROOT REMARKS MATUR E COMMON NAME TYPE HEIGHT CA Calamagrostis x acutifolia 'Karl Foerster'19 1 GAL. CONT . MATCHED, SPECIMEN, MULCH BED 3' KARL FOERSTER GRASS 2.25' o.c., 12" FROM MOAT GT Gleditsia triacanthos f. inermis 'Skycole'1 8' HT.CONT .MATCHED, SPECIMEN 40' SKYLINE HONEYLOCUST JC Juniperus chinensis 'Sea Green'5 5 GAL. CONT . MATCHED, SPECIMEN, MULCH BED 5' SEA GREEN JUNIPER LT Liriodendron tulipfera 'JFS-Oz'7 8' HT.CONT .MATCHED, SPECIMEN 55' EMERALD CITY TULIP TREE PA Panicum virgatum 'Shenandoah'56 1 GAL. CONT . MATCHED, SPECIMEN, MULCH BED 3' SHENANDOAH SWITCH GRASS 4' FROM SIDEWALK, 3' o.c. PF Pinus flexilis 'Cesarini Blue'0 6' HT.CONT .MATCHED, SPECIMEN 35' CESARINI BLUE LIMBER PINE QM Quercus macrocarpa 'JFS-KW3'9 8' HT.CONT .MATCHED, SPECIMEN 55' URBAN PINNACLE OAK RA Rhus aromatica 'Gro-Low'2 5 GAL. CONT . MATCHED, SPECIMEN, MULCH BED 2' GRO-LOW FRAGRANT SUMAC 5' o.c. SD Spirea 'Darnstorm'75 5 GAL. CONT . MATCHED, SPECIMEN, MULCH BED 3' SNOW STORM SPIREA 3.5' o.c., 4' FROM SIDEWALK SR Syringa reticulata 'Ivory Silk'3 6' HT.CONT .MATCHED, SPECIMEN 20' IVORY SILK JAPANESE TREE LILAC 10' BIKE PATH T · · · · · · · · · · · · · · · · · · · CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N LOT 2 EX 3 0 ' S E T B A C K EM II II II II II NO PARKING CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . U r b a n d a l e , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N AL I C E ' S R O A D HICKMAN RD LAUREL ST BR I C K D R OLS O N D R CR A B A P P L E D R WE S T G A T E D R Restaurant #: Issue Date: Drawing REVISION ARCHITECTS PROJECT CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS Job #4A0003 06-20-24 6526 OLIVE GARDEN P62DOM-BOX-L HK Q3 2024 REV. 420 SE ALICE'S RD. WAUKEE, IOWA IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. ACS Architectural acs-architects.com 101 Shipyard Way Suite B Newport Beach, CA 92663 T 714 436-9000 Construction Services Inc NPB MKE ATL CONSULTING ARCHITECT © 07-08-241 AGENCY REVISIONS 07-23-242 AGENCY REVISIONS UTILITY AND GOVERNING AGENCY CONTACTS PROJECT TEAM PROFESSIONAL ENGINEER'S CERTIFICATION LEGAL DESCRIPTION (NOT TO SCALE) C0.1 COVER SHEET NORTH FINAL ENGINEERING PLANS OLIVE GARDEN 420 SE ALICE'S ROAD WAUKEE, IOWA 50263 LOCATION MAP DESCRIPTIONDATENO. PLAN REVISION LOG PROJECT LOCATION Sheet List Table Sheet Number Sheet Title Revision CIVIL ENGINEERING C0.1 COVER SHEET V0.0 ALTA SURVEY (BY OTHERS) C1.1 GENERAL NOTES C2.1 EXISTING CONDITIONS PLAN C2.2 EROSION & SEDIMENT CONTROL PLAN C2.3 EROSION & SEDIMENT CONTROL NOTES C3.1 SITE DIMENSIONAL CONTROL PLAN C4.1 PAVING & STRIPING PLAN C4.2 GRADING PLAN C4.3 STORM SEWER PLAN C5.1 UTILITY PLAN C6.1 CONSTRUCTION DETAILS C7.1 GEOTECHNICAL REPORT (BY OTHERS) C7.2 GEOTECHNICAL REPORT (BY OTHERS) TECHNICAL SPECIFICATIONS CS1 CIVIL SPECIFICATIONS (1 OF 5) CS2 CIVIL SPECIFICATIONS (2 OF 5) CS3 CIVIL SPECIFICATIONS (3 OF 5) CS4 CIVIL SPECIFICATIONS (4 OF 5) CS5 CIVIL SPECIFICATIONS (5 OF 5) LANDSCAPE DESIGN L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES & DETAILS IRRIGATION PLANS IRRIGATION NOTES & DETAILS IR1.0 IR2.0 V0.1 ALTA SURVEY (BY OTHERS) Restaurant #: Issue Date: Drawing REVISION ARCHITECTS PROJECT CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS Job #4A0003 06-20-24 6526 OLIVE GARDEN P62DOM-BOX-L HK Q3 2024 REV. 420 SE ALICE'S RD. WAUKEE, IOWA IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. ACS Architectural acs-architects.com 101 Shipyard Way Suite B Newport Beach, CA 92663 T 714 436-9000 Construction Services Inc NPB MKE ATL CONSULTING ARCHITECT © 07-08-241 AGENCY REVISIONS 07-23-242 AGENCY REVISIONS V0.0 ALTA SURVEY Restaurant #: Issue Date: Drawing REVISION ARCHITECTS PROJECT CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS Job #4A0003 06-20-24 6526 OLIVE GARDEN P62DOM-BOX-L HK Q3 2024 REV. 420 SE ALICE'S RD. WAUKEE, IOWA IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. ACS Architectural acs-architects.com 101 Shipyard Way Suite B Newport Beach, CA 92663 T 714 436-9000 Construction Services Inc NPB MKE ATL CONSULTING ARCHITECT © 07-08-241 AGENCY REVISIONS 07-23-242 AGENCY REVISIONS V0.1 ALTA SURVEY Restaurant #: Issue Date: Drawing REVISION ARCHITECTS PROJECT CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS Job #4A0003 06-20-24 6526 OLIVE GARDEN P62DOM-BOX-L HK Q3 2024 REV. 420 SE ALICE'S RD. WAUKEE, IOWA IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. ACS Architectural acs-architects.com 101 Shipyard Way Suite B Newport Beach, CA 92663 T 714 436-9000 Construction Services Inc NPB MKE ATL CONSULTING ARCHITECT © 07-08-241 AGENCY REVISIONS 07-23-242 AGENCY REVISIONS C1.1 GENERAL NOTES GENERAL NOTES EARTHWORK NOTES PAVING NOTES STORM SEWER NOTES WATERMAIN NOTESSANITARY SEWER NOTES SIGNAGE AND PAVEMENT MARKING NOTES ADA GENERAL NOTES EM II CO NO PARKING PR I V A T E D R I V E SE A L I C E ' S R O A D SE LAUREL STREET PROPOSED RESTAURANT 2,880± SF PROPOSED RESTAURANT 6,496± SF Restaurant #: Issue Date: Drawing REVISION ARCHITECTS PROJECT CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS Job #4A0003 06-20-24 6526 OLIVE GARDEN P62DOM-BOX-L HK Q3 2024 REV. 420 SE ALICE'S RD. WAUKEE, IOWA IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. ACS Architectural acs-architects.com 101 Shipyard Way Suite B Newport Beach, CA 92663 T 714 436-9000 Construction Services Inc NPB MKE ATL CONSULTING ARCHITECT © 07-08-241 AGENCY REVISIONS 07-23-242 AGENCY REVISIONS C2.1 EXISTING CONDITIONS PLAN NORTH FFE = 1048.00 PR I V A T E D R I V E Restaurant #: Issue Date: Drawing REVISION ARCHITECTS PROJECT CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS Job #4A0003 06-20-24 6526 OLIVE GARDEN P62DOM-BOX-L HK Q3 2024 REV. 420 SE ALICE'S RD. WAUKEE, IOWA IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. ACS Architectural acs-architects.com 101 Shipyard Way Suite B Newport Beach, CA 92663 T 714 436-9000 Construction Services Inc NPB MKE ATL CONSULTING ARCHITECT © 07-08-241 AGENCY REVISIONS 07-23-242 AGENCY REVISIONS C2.2 EROSION & SEDIMENT CONTROL PLAN EROSION CONTROL LEGEND NORTH SCHEDULING & SEQUENCING QUANTITIES Restaurant #: Issue Date: Drawing REVISION ARCHITECTS PROJECT CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS Job #4A0003 06-20-24 6526 OLIVE GARDEN P62DOM-BOX-L HK Q3 2024 REV. 420 SE ALICE'S RD. WAUKEE, IOWA IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. ACS Architectural acs-architects.com 101 Shipyard Way Suite B Newport Beach, CA 92663 T 714 436-9000 Construction Services Inc NPB MKE ATL CONSULTING ARCHITECT © 07-08-241 AGENCY REVISIONS 07-23-242 AGENCY REVISIONS C2.3 EROSION & SEDIMENT CONTROL NOTES EROSION CONTROL NOTES B B F E C A D ** ** SEEDING CHART SUDAS 11,050 - CONCRETE WASHOUT SE A L I C E ' S R O A D PR I V A T E D R I V E Restaurant #: Issue Date: Drawing REVISION ARCHITECTS PROJECT CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS Job #4A0003 06-20-24 6526 OLIVE GARDEN P62DOM-BOX-L HK Q3 2024 REV. 420 SE ALICE'S RD. WAUKEE, IOWA IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. ACS Architectural acs-architects.com 101 Shipyard Way Suite B Newport Beach, CA 92663 T 714 436-9000 Construction Services Inc NPB MKE ATL CONSULTING ARCHITECT © 07-08-241 AGENCY REVISIONS 07-23-242 AGENCY REVISIONS C3.1 SITE DIMENSIONAL CONTROL PLAN NORTH FEMA NOTE SITE LEGEND GENERAL NOTES SITE DATA TABLE PR I V A T E D R I V E Restaurant #: Issue Date: Drawing REVISION ARCHITECTS PROJECT CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS Job #4A0003 06-20-24 6526 OLIVE GARDEN P62DOM-BOX-L HK Q3 2024 REV. 420 SE ALICE'S RD. WAUKEE, IOWA IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. ACS Architectural acs-architects.com 101 Shipyard Way Suite B Newport Beach, CA 92663 T 714 436-9000 Construction Services Inc NPB MKE ATL CONSULTING ARCHITECT © 07-08-241 AGENCY REVISIONS 07-23-242 AGENCY REVISIONS C4.1 PAVING & STRIPING PLAN NORTH PAVING AND CURB LEGEND KEY NOTES ADAAG NOTES PAVING NOTES PR I V A T E D R I V E FFE = 1048.00 Restaurant #: Issue Date: Drawing REVISION ARCHITECTS PROJECT CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS Job #4A0003 06-20-24 6526 OLIVE GARDEN P62DOM-BOX-L HK Q3 2024 REV. 420 SE ALICE'S RD. WAUKEE, IOWA IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. ACS Architectural acs-architects.com 101 Shipyard Way Suite B Newport Beach, CA 92663 T 714 436-9000 Construction Services Inc NPB MKE ATL CONSULTING ARCHITECT © 07-08-241 AGENCY REVISIONS 07-23-242 AGENCY REVISIONS C4.2 GRADING PLAN GRADING NOTES GRADING LEGEND NORTH PR I V A T E D R I V E STORM STRUCTURE TABLE MISCELLANEOUS STORM STRUCTURE TABLE Restaurant #: Issue Date: Drawing REVISION ARCHITECTS PROJECT CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS Job #4A0003 06-20-24 6526 OLIVE GARDEN P62DOM-BOX-L HK Q3 2024 REV. 420 SE ALICE'S RD. WAUKEE, IOWA IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. ACS Architectural acs-architects.com 101 Shipyard Way Suite B Newport Beach, CA 92663 T 714 436-9000 Construction Services Inc NPB MKE ATL CONSULTING ARCHITECT © 07-08-241 AGENCY REVISIONS 07-23-242 AGENCY REVISIONS C4.3 STORM SEWER PLAN NORTH UTILITY LEGEND PR I V A T E D R I V E SANITARY STRUCTURE TABLE Restaurant #: Issue Date: Drawing REVISION ARCHITECTS PROJECT CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS Job #4A0003 06-20-24 6526 OLIVE GARDEN P62DOM-BOX-L HK Q3 2024 REV. 420 SE ALICE'S RD. WAUKEE, IOWA IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. ACS Architectural acs-architects.com 101 Shipyard Way Suite B Newport Beach, CA 92663 T 714 436-9000 Construction Services Inc NPB MKE ATL CONSULTING ARCHITECT © 07-08-241 AGENCY REVISIONS 07-23-242 AGENCY REVISIONS NORTH C5.1 UTILITY PLAN ≥ UTILITY NOTES UTILITY LEGEND UTILITY CROSSING LEGEND Restaurant #: Issue Date: Drawing REVISION ARCHITECTS PROJECT CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS Job #4A0003 06-20-24 6526 OLIVE GARDEN P62DOM-BOX-L HK Q3 2024 REV. 420 SE ALICE'S RD. WAUKEE, IOWA IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. ACS Architectural acs-architects.com 101 Shipyard Way Suite B Newport Beach, CA 92663 T 714 436-9000 Construction Services Inc NPB MKE ATL CONSULTING ARCHITECT © 07-08-241 AGENCY REVISIONS 07-23-242 AGENCY REVISIONS C6.1 CONSTRUCTION DETAILS TYPICAL HANDICAP STRIPING N.T.S.STANDARD SIGN BASE N.T.S.CONCRETE SIDEWALK N.T.S. HEAVY DUTY CONCRETE PAVEMENT SECTION N.T.S. 6-INCH CURB & GUTTER N.T.S. SIDEWALK AND SIDEWALK RAMPS N.T.S. ACCESSIBLE PARKING SIGNAGE N.T.S. RESERVED PARKING $250 FINE VAN ACCESSIBLE 6" BOLLARD DETAIL N.T.S. SANITARY/STORM CLEAN-OUT N.T.S. 12" NYLOPLAST YARD DRAIN N.T.S. SAND/OIL INTERCEPTOR N.T.S. Restaurant #: Issue Date: Drawing REVISION ARCHITECTS PROJECT CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS Job #4A0003 06-20-24 6526 OLIVE GARDEN P62DOM-BOX-L HK Q3 2024 REV. 420 SE ALICE'S RD. WAUKEE, IOWA IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. ACS Architectural acs-architects.com 101 Shipyard Way Suite B Newport Beach, CA 92663 T 714 436-9000 Construction Services Inc NPB MKE ATL CONSULTING ARCHITECT © 07-08-241 AGENCY REVISIONS 07-23-242 AGENCY REVISIONS C7.1 GEOTECHNICAL REPORT Restaurant #: Issue Date: Drawing REVISION ARCHITECTS PROJECT CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS Job #4A0003 06-20-24 6526 OLIVE GARDEN P62DOM-BOX-L HK Q3 2024 REV. 420 SE ALICE'S RD. WAUKEE, IOWA IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. ACS Architectural acs-architects.com 101 Shipyard Way Suite B Newport Beach, CA 92663 T 714 436-9000 Construction Services Inc NPB MKE ATL CONSULTING ARCHITECT © 07-08-241 AGENCY REVISIONS 07-23-242 AGENCY REVISIONS C7.2 GEOTECHNICAL REPORT Restaurant #: Issue Date: Drawing REVISION ARCHITECTS PROJECT CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS Job #4A0003 06-20-24 6526 OLIVE GARDEN P62DOM-BOX-L HK Q3 2024 REV. 420 SE ALICE'S RD. WAUKEE, IOWA IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. ACS Architectural acs-architects.com 101 Shipyard Way Suite B Newport Beach, CA 92663 T 714 436-9000 Construction Services Inc NPB MKE ATL CONSULTING ARCHITECT © 07-08-241 AGENCY REVISIONS 07-23-242 AGENCY REVISIONS CS1 CIVIL SPECIFICATIONS (1 OF 5) THIS SHEET PROVIDED FOR REFERENCE ONLY Restaurant #: Issue Date: Drawing REVISION ARCHITECTS PROJECT CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS Job #4A0003 06-20-24 6526 OLIVE GARDEN P62DOM-BOX-L HK Q3 2024 REV. 420 SE ALICE'S RD. WAUKEE, IOWA IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. ACS Architectural acs-architects.com 101 Shipyard Way Suite B Newport Beach, CA 92663 T 714 436-9000 Construction Services Inc NPB MKE ATL CONSULTING ARCHITECT © 07-08-241 AGENCY REVISIONS 07-23-242 AGENCY REVISIONS CS2 CIVIL SPECIFICATIONS (2 OF 5) ¾ THIS SHEET PROVIDED FOR REFERENCE ONLY Restaurant #: Issue Date: Drawing REVISION ARCHITECTS PROJECT CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS Job #4A0003 06-20-24 6526 OLIVE GARDEN P62DOM-BOX-L HK Q3 2024 REV. 420 SE ALICE'S RD. WAUKEE, IOWA IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. ACS Architectural acs-architects.com 101 Shipyard Way Suite B Newport Beach, CA 92663 T 714 436-9000 Construction Services Inc NPB MKE ATL CONSULTING ARCHITECT © 07-08-241 AGENCY REVISIONS 07-23-242 AGENCY REVISIONS CS3 CIVIL SPECIFICATIONS (3 OF 5) THIS SHEET PROVIDED FOR REFERENCE ONLY Restaurant #: Issue Date: Drawing REVISION ARCHITECTS PROJECT CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS Job #4A0003 06-20-24 6526 OLIVE GARDEN P62DOM-BOX-L HK Q3 2024 REV. 420 SE ALICE'S RD. WAUKEE, IOWA IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. ACS Architectural acs-architects.com 101 Shipyard Way Suite B Newport Beach, CA 92663 T 714 436-9000 Construction Services Inc NPB MKE ATL CONSULTING ARCHITECT © 07-08-241 AGENCY REVISIONS 07-23-242 AGENCY REVISIONS CS4 CIVIL SPECIFICATIONS (4 OF 5) THIS SHEET PROVIDED FOR REFERENCE ONLY Restaurant #: Issue Date: Drawing REVISION ARCHITECTS PROJECT CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS Job #4A0003 06-20-24 6526 OLIVE GARDEN P62DOM-BOX-L HK Q3 2024 REV. 420 SE ALICE'S RD. WAUKEE, IOWA IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. ACS Architectural acs-architects.com 101 Shipyard Way Suite B Newport Beach, CA 92663 T 714 436-9000 Construction Services Inc NPB MKE ATL CONSULTING ARCHITECT © 07-08-241 AGENCY REVISIONS 07-23-242 AGENCY REVISIONS CS5 CIVIL SPECIFICATIONS (5 OF 5) THIS SHEET PROVIDED FOR REFERENCE ONLY SE A L I C E ' S R O A D SE LAUREL STREET PR I V A T E D R I V E PR I V A T E D R I V E SE LAUREL STREET SE A L I C E ' S R O A D MISCELLANEOUS STORM STRUCTURE TABLE SYMBOL CODE QTY BOTANICAL / COMMON NAME CONT CAL SIZE TREES GS 3 GLEDITSIA TRIACANTHOS INERMIS 'SKYLINE' / SKYLINE HONEY LOCUST B & B JS 10 JUNIPERUS SCOPULORUM 'SKYROCKET' / SKYROCKET JUNIPER --6` HT. MIN. SYMBOL CODE QTY BOTANICAL / COMMON NAME CONT SPACING SIZE SHRUBS CK 24 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` / KARL FOERSTER FEATHER REED GRASS -SEE PLAN 24" HT. MIN. CS 23 CORNUS ALBA 'STALTOUCH' / TOUCH OF ELEGANCE™ TATARIAN DOGWOOD -SEE PLAN 24" HT. MIN. RG 25 RHUS AROMATICA 'GRO-LOW' / GRO-LOW FRAGRANT SUMAC -SEE PLAN 18" HT. MIN. ST 28 SPOROBOLUS HETEROLEPIS 'TARA' / TARA PRAIRIE DROPSEED -SEE PLAN 12" HT MIN VM 15 VIBURNUM DENTATUM 'BLUE MUFFIN' / BLUE MUFFIN ARROWWOOD VIBURNUM -SEE PLAN 36" HT. MIN. PLANT SCHEDULE EVERGREEN SHRUBS JB 25 JUNIPERUS HORIZONTALIS 'BLUE RUG' / BLUE RUG JUNIPER -SEE PLAN 6" HT. MIN. PB 12 PINUS STROBUS 'BLUE SHAG' / BLUE SHAG WHITE PINE -SEE PLAN 24" HT. MIN. TH 27 TAXUS X MEDIA 'HICKSII' / HICKS ANGLO-JAPANESE YEW -SEE PLAN 36" HT. MIN. TR 20 THUJA OCCIDENTALIS `TOM THUMB` / TOM THUMB AMERICAN ARBORVITAE -SEE PLAN 30" HT. MIN. SHRUB AREAS EA 18 ECHINACEA PURPUREA 'ALBA' / WHITE CONEFLOWER -24" O.C.18" HT. MIN. HB 12 HEMEROCALLIS X 'BELA LUGOSI' / BELA LUGOSI DAYLILY -24" O.C.18" HT. MIN. SYMBOL CODE QTY BOTANICAL / COMMON NAME GROUND COVERS RI 581 SF RIVER ROCK MULCH / 1"-2" DIA. LOCALLY SOURCED, WASHED TS2 1,861 SF TURF SOD / DROUGHT TOLERANT FESCUE BLEND Restaurant #: Issue Date: Drawing REVISION ARCHITECTS PROJECT CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS Job #4A0003 06-20-24 6526 OLIVE GARDEN P62DOM-BOX-L HK Q3 2024 REV. 420 SE ALICE'S RD. WAUKEE, IOWA IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. ACS Architectural acs-architects.com 101 Shipyard Way Suite B Newport Beach, CA 92663 T 714 436-9000 Construction Services Inc NPB MKE ATL CONSULTING ARCHITECT © 07-08-241 AGENCY REVISIONS 07-23-242 AGENCY REVISIONS NORTH LANDSCAPE NOTES 1.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING MATERIALS AND PLANTS SHOWN ON THE LANDSCAPE PLAN. THE CONTRACTOR IS RESPONSIBLE FOR THE COST TO REPAIR UTILITIES, ADJACENT LANDSCAPE, PUBLIC AND PRIVATE PROPERTY THAT IS DAMAGED BY THE CONTRACTOR OR THEIR SUBCONTRACTOR'S OPERATIONS DURING INSTALLATION OR DURING THE SPECIFIED MAINTENANCE PERIOD. CALL FOR UTILITY LOCATIONS PRIOR TO ANY EXCAVATION. 2.THE CONTRACTOR SHALL REPORT ANY DISCREPANCY IN PLAN VS. FIELD CONDITIONS IMMEDIATELY TO THE LANDSCAPE ARCHITECT, PRIOR TO CONTINUING WITH THAT PORTION OF WORK. 3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY OF THEIR TRENCHES OR EXCAVATIONS THAT SETTLE. 5.ALL PLANTS TO BE SPECIMEN GRADE, WELL BRANCHED, HEALTHY, FULL, PRE-INOCULATED AND FERTILIZED. PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, AND SCARS. PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. TRUNKS WILL BE WRAPPED IF NECESSARY TO PREVENT SUN SCALD AND INSECT DAMAGE. THE LANDSCAPE CONTRACTOR SHALL REMOVE THE WRAP AT THE PROPER TIME AS PART OF THIS CONTRACT. 6.THE OWNER'S REPRESENTATIVE MAY REJECT ANY PLANT MATERIALS THAT ARE DISEASED, DEFORMED, OR OTHERWISE NOT EXHIBITING SUPERIOR QUALITY. 7.ALL NURSERY STOCK SHALL BE GUARANTEED, BY THE CONTRACTOR, FOR ONE YEAR FROM DATE OF FINAL INSPECTION. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNERS WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 8.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 9.PRUNE PLANTS AS NECESSARY- PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 10.TOPSOIL SHALL BE PROVIDED AND GRADED BY THE GENERAL CONTRACTOR UP TO 6 INCHES BELOW FINISHED GRADE IN TURF AREAS AND 18 INCHES IN PLANTING AREAS. 11.PLANTING AREA TOPSOIL SHALL BE TESTED AND AMENDED PER THE RECOMMENDATIONS OF THE AGRONOMICAL SOIL REPORT. CONTRACTOR SHALL OBTAIN AGRONOMICAL SOIL REPORT. 12.SEED/SOD LIMIT LINES ARE APPROXIMATE. CONTRACTOR SHALL SEED/SOD ALL AREAS WHICH ARE DISTURBED BY GRADING WITH THE SPECIFIED SEED/SOD MIXES. 13.EDGING TO BE A SPADED EDGE UNLESS INDICATED OTHERWISE ON THE PLANS. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. A SPADED BED EDGE SHALL SEPARATE MULCH BEDS FROM TURF OR SEEDED AREAS. A SPADED EDGE IS NOT REQUIRED ALONG CURBED EDGES. 14.CONTRACTOR SHALL INSTALL SHREDDED HARDWOOD MULCH AT A 3" DEPTH TO ALL TREES, SHRUB, PERENNIAL, AND GROUNDCOVER AREAS. TREES PLACED IN AREA COVERED BY TURF SHALL RECEIVE A 4 FT WIDE MAXIMUM TREE RING WITH 3" DEPTH SHREDDED HARDWOOD MULCH. 15.INSTALLATION OF TREES WITHIN PARKWAYS SHALL BE COORDINATED IN THE FIELD WITH LOCATIONS OF UNDERGROUND UTILITIES. TREES SHALL NOT BE LOCATED CLOSER THAN 5' FROM UNDERGROUND UTILITY LINES AND NO CLOSER THAN 10' FROM UTILITY STRUCTURES. 16.DO NOT DISTURB THE EXISTING PAVING, LIGHTING, OR LANDSCAPING THAT EXISTS ADJACENT TO THE SITE UNLESS OTHERWISE NOTED ON PLAN. 17.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. SOD/SEED SHALL BE LOCAL HARDY TURF GRASS MIX UNLESS, OTHERWISE NOTED. 18.PLANT QUANTITIES SHOWN ARE FOR THE CONVENIENCE OF THE OWNER AND JURISDICTIONAL REVIEW AGENCIES. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES AS DRAWN. 19.THE CONTINUED MAINTENANCE OF ALL REQUIRED LANDSCAPING SHALL BE THE RESPONSIBILITY OF THE OWNER OF THE PROPERTY ON WHICH SAID MATERIALS ARE REQUIRED. ALL PLANT MATERIALS REQUIRED BY THIS SECTION SHALL BE MAINTAINED AS LIVING VEGETATION AND SHALL BE PROMPTLY REPLACED IF THE PLANT MATERIAL HAS DIED PRIOR TO FINAL ACCEPTANCE. PLANTING AREAS SHALL BE KEPT FREE OF TRASH, LITTER, AND WEEDS AT ALL TIMES. L1.0 LANDSCAPE PLAN Restaurant #: Issue Date: Drawing REVISION ARCHITECTS PROJECT CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS Job #4A0003 06-20-24 6526 OLIVE GARDEN P62DOM-BOX-L HK Q3 2024 REV. 420 SE ALICE'S RD. WAUKEE, IOWA IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. ACS Architectural acs-architects.com 101 Shipyard Way Suite B Newport Beach, CA 92663 T 714 436-9000 Construction Services Inc NPB MKE ATL CONSULTING ARCHITECT © 07-08-241 AGENCY REVISIONS 07-23-242 AGENCY REVISIONS N.T.S. NOTES: TYPICAL TREE PLANTING 1.INSPECT TREE FOR DAMAGED BRANCHES, APPLY CORRECTIVE PRUNING. 2.SET ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. TOP OF ROOTBALL SHALL BE TWO INCHES ABOVE SURROUNDING GRADE WITH BURLAP AND WIRE BASKET INTACT. 3.REMOVE WIRE BASKET AND BURLAP DOWN 1/2 OF ROOT BALL. REMOVE ANY TWINE, SYNTHETIC MATERIAL, WIRES, STRAPS, BURLAP, ETC. THAT COULD GIRDLE THE TREE OR RESTRICT TREE GROWTH. REMOVE OR CORRECT GIRDLING ROOTS. 4.TAMP EXCAVATED SOIL AROUND BASE OF ROOTBALL. 5.BACKFILL REMAINDER EXCAVATED SOIL TAMPED LIGHTLY. 6.WATER THOROUGHLY WITHIN TWO HOURS USING 10 TO 15 GALLONS OF WATER. 7.APPLY MULCH IN EVEN LAYER, KEEPING 6" AWAY FROM ROOT FLARE. 8.FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. 9.PERFORM PERCOLATION TEST PER PLANTING SPECIFICATIONS. IF SUBSURFACE DRAINAGE PROBLEMS ARE ENCOUNTERED, NOTIFY PROJECT LANDSCAPE ARCHITECT. RO O T F L A R E T O B E PL A N T E D 1 " A B O V E AD J A C E N T F I N I S H G R A D E SECTION 3X ROOTBALL WIDTH 3" DEPTH SHREDDED HARDWOOD MULCH PREPARED BACKFILL UNDISTURBED NATIVE SOIL SCARIFY BOTTOM AND SIDES OF PLANTING PITS SET ROOTBALL ON UNDISTURBED STABLE SUBSOIL OR TAMPED BACKFILL SO THAT THE ROOTBALL IS 1" ABOVE FINISHED GRADE AND TO PREVENT SETTLING CONTRACTOR TO CUT AND REMOVE ALL TWINE FROM GIRDLING TREE TRUNK & EXCAVATE AND EXPOSE ROOT FLARE TRUNK/ROOTBALL TO BE CENTERED AND PLUMB/LEVEL IN PLANTING PIT REMOVE BURLAP AND WIRE CAGE A MIN. OF 1/2 BELOW THE TOP OF THE ROOT BALL 4" HEIGHT BERM, TIGHTLY COMPACTED FINISH GRADE 6" DIA. CLEAR OF MULCH AT TRUNK/ROOT FLARE BED EDGE TREE TO HAVE STRONG CENTRAL LEADER (CODOMINANT STEMS WILL BE REJECTED, UNLESS NOTED OTHERWISE) 4' DIA. MULCH RING (MIN.) FOR INDIVIDUAL TREES NOT IN LANDSCAPE BEDS 1 N.T.S. NOTES: RO O T F L A R E T O B E PL A N T E D 1 " A B O V E AD J A C E N T F I N I S H G R A D E SECTION EVERGREEN TREE PLANTING 1.INSPECT TREE FOR DAMAGED BRANCHES, APPLY CORRECTIVE PRUNING. 2.SET ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. TOP OF ROOTBALL SHALL BE TWO INCHES ABOVE SURROUNDING GRADE WITH BURLAP AND WIRE BASKET INTACT. 3.REMOVE WIRE BASKET AND BURLAP DOWN 1/2 OF ROOTBALL. REMOVE ALL TWINE AND (IF USED), SYNTHETIC MATERIAL. REMOVE OR CORRECT GIRDLING ROOTS. 4.TAMP EXCAVATED SOIL AROUND BASE OF ROOTBALL. 5.BACKFILL REMAINDER EXCAVATED SOIL TAMPED LIGHTLY. HIGH CLAY OR POOR SOIL SHALL RECEIVE SOIL AMENDMENT PER LANDSCAPE NOTES. 6.WATER THOROUGHLY WITHIN TWO HOURS USING 10 TO 15 GALLONS OF WATER. 7.APPLY MULCH IN EVEN LAYER, KEEPING AWAY FROM ROOT FLARE. 8.FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. 9.PERFORM PERCOLATION TEST PER PLANTING SPECIFICATIONS. IF SUBSURFACE DRAINAGE PROBLEMS ARE ENCOUNTERED, NOTIFY PROJECT LANDSCAPE ARCHITECT OV E R A L L H E I G H T 3X ROOTBALL WIDTH 3" DEPTH SHREDDED HARDWOOD MULCH PREPARED BACKFILL UNDISTURBED NATIVE SOIL SCARIFY BOTTOM AND SIDES OF PLANTING PITS SET ROOTBALL ON UNDISTURBED STABLE SUBSOIL OR TAMPED BACKFILL SO THAT THE ROOTBALL IS 1" ABOVE FINISHED GRADE AND TO PREVENT SETTLING CONTRACTOR TO CUT AND REMOVE ALL TWINE FROM GIRDLING TREE TRUNK & EXCAVATE AND EXPOSE ROOT FLARE TRUNK/ROOTBALL TO BE CENTERED AND PLUMB/LEVEL IN PLANTING PIT REMOVE BURLAP AND WIRE CAGE A MIN. OF 1/2 BELOW THE TOP OF THE ROOT BALL 4" HIGH BERM, TIGHTLY COMPACTED FINISH GRADE 6" DIA. CLEAR OF MULCH AT TRUNK/ROOT FLARE BED EDGE, TYP. 4' DIA. MULCH RING (MIN.) FOR INDIVIDUAL TREES NOT IN LANDSCAPE BEDS 2 N.T.S. NOTES: SECTION SHRUB PLANTING 1.APPLY CORRECTIVE PRUNING. 2.SET ROOT BALL OR CONTAINER ON UNEXCAVATED OR TAMPED SOIL. TOP OF ROOTBALL (CONTAINER) SHALL BE ONE INCH ABOVE SURROUNDING GRADE. FOR LARGER SHRUBS WITHIN PLANTING BED DIG A DEEPER PIT ONLY FOR THOSE SHRUBS. 3.REMOVE BURLAP FROM TOP HALF THE LENGTH OF ROOTBALL. TWINE AND (IF USED) SYNTHETIC MATERIAL SHALL BE REMOVED FROM PLANTING BED. FOR CONTAINER GROWN SHRUBS, REMOVE CONTAINER AND LOOSEN ROOTS PRIOR TO INSTALLATION. 4.REMOVE OR CORRECT GIRDLING ROOTS. 5.PLUMB AND BACKFILL WITH AMENDED SOIL PER LANDSCAPE NOTES. WATER THOROUGHLY WITHIN TWO HOURS. 6.APPLY MULCH IN EVEN LAYER, KEEPING AWAY FROM ROOT FLARE. MULCH LIMITS FOR SHRUBS EXTEND TO ALL LIMITS OF PLANTING BED, SEE PLANS FOR BED LAYOUTS. MINIMUM 6" BEYOND ROOT BALL PLANT TO BE CENTERED AND PLUMB/LEVEL IN PLANTING PIT 3" DIA. CLEAR OF MULCH AT TRUNK 3" DEPTH SHREDDED HARDWOOD MULCH 4" HIGH BERM, FIRMLY COMPACTED FINISH GRADE UNDISTURBED NATIVE SOIL AMENDED SOIL SCARIFY BOTTOM AND SIDES OF PITS 4 N.T.S. NOTES: PLAN PERENNIAL PLANTING 1.EXCAVATE PLANTING BED. 2.BED HEIGHT IS TO BE 2" ABOVE FINISH GRADE AND WELL DRAINED. 3.REMOVE CONTAINER, SCORE SOIL MASS TO REDIRECT AND PREVENT CIRCLING ROOTS. CORRECT GIRDLING ROOTS. 2.PLANT MATERIAL SHALL BE LAID OUT BY FOLLOWING THE BED EDGE, WORKING TOWARDS THE CENTER OF THE BED USING TRIANGULAR (STAGGERED) SPACING AS PLAUSIBLE. 3.PLUMB AND BACKFILL WITH PLANTING MIX AS SPECIFIED IN LANDSCAPE NOTES. 4.APPLY MULCH IN EVEN LAYER, KEEPING AWAY FROM ROOT FLARE. MULCH LIMITS FOR PERENNIALS/GROUNDCOVER EXTEND TO ALL LIMITS OF PLANTING BED, SEE PLANS FOR BED LAYOUTS. 5.SPACING TO BE AS SPECIFIED IN THE PLANT LIST OR AS SHOWN ON DRAWINGS. PERENNIALS SHALL BE PLACED WITH THEIR CENTER 24" FROM EDGE OF BED. O.C. SPACING. SEE PLAN FOR DETAILS SECTION E.Q. TYP. 3" DEPTH SHREDDED HARDWOOD MULCH SUBGRADE SPADED BED EDGE SCARIFY BOTOOM AND SIDES OF PLANTING PITS BEST FACE OF PLANT TO FACE FRONT OF PLANTING BED REFER TO PLANT SCHEDULE AND PLANS FOR SPACING/LAYOUT PREPARED BACKFILL 5 N.T.S. BED EDGE 1'-0" ± SECTION 6" 3" DEPTH SHREDDED HARDWOOD MULCH PREPARED BACKFILL EXISTING SOIL SHOVEL CUT BED EDGE APPROXIMATELY 45° FINISH GRADE TURF OR HARDSCAPE 7 SHRUB PLANTING AT SIDEWALK N.T.S. MIN. 1/2 MATURE SHRUB WIDTH SHRUB PLANTING, REF. SHRUB PLANTING DETAIL SIDEWALK ZONE REF. PLANS CL BACK OF CURB SECTION 3 SHRUB PLANTING AT CURB N.T.S. 18-24" CLEAR ZONE MIN. 1/2 MATURE SHRUB WIDTH SHRUB PLANTING HARDSCAPE CONDITION (REF. PLANS) 18-24" CLEAR ZONE MIN. 1/2 MATURE SHRUB WIDTH CL CL BACK OF CURB SHRUB PLANTING HARDSCAPE CONDITION (REF. PLANS) BACK OF CURBSECTION 8 1.ENSURE THAT ALL RIVER ROCK ADJACENT TO THE SIDEWALKS IS FLUSH AND LEVEL WITH THE ELEVATION OF THE WALK. 2. SLOPED OR ROUNDED BEDS THAT ALLOW THE ROCK TO ROLL ONTO WALKING SURFACES ARE UNACCEPTABLE. 1.ROCK TO APPEAR THAT IT HAS SETTLED OVER TIME INTO THE LANDSCAPE. 2.BOULDERS TO APPEAR MORE WEATHERED AND ANGULAR IN APPEARANCE, RATHER THAN ROUNDED OR FLAT, AND SHALL BE FREE OF SHARP EDGES. 10"-15" ROCK MULCH INSTALLATION N.T.S. 6 DECORATIVE LANDSCAPE BOULDER N.T.S. 9 NOTES: 1"-2" WASHED LOCALLY SOURCED RIVER ROCK MULCH ROCK TO BE FLUSH WITH WALK ELEVATION AS SHOWN SIDEWALK AS PER CIVIL SPECIFICATION CONTRACTOR TO FURNISH AND INSTALL WEED BARRIER NOTES: CONTRACTOR TO FURNISH AND INSTALL LANDSCAPE BOULDER 1/3-2/3 BELOW GRADE FLAT SIDE OF LANDSCAPE BOULDER TO BE PLACED BELOW GRADE, OR NATURAL FACE ABOVE GRADE L2.0 LANDSCAPE DETAILS SE A L I C E ' S R O A D SE LAUREL STREET PR I V A T E D R I V E PR I V A T E D R I V E SE LAUREL STREET SE A L I C E ' S R O A D POC BF MV C WS FS 11 4" 2" 2" 2" 2" 2" 2" 2" 11 4" 2" 2" 2" 2" 2" SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI RAIN BIRD R-VAN-STRIP 1804-SAM-P45 SHRUB ROTARY, 5FT.X15FT. (LCS AND RCS), 5FT.X30FT. (SST) HAND ADJUSTABLE MULTI-STREAM ROTARY W/ 1800 TURF SPRAY BODY ON 4IN. POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2IN. NPT FEMALE THREADED INLET. 2 45 RAIN BIRD R-VAN14 1804-SAM-P45 TURF ROTARY, 8FT.-14FT. 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 4IN. POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2IN. NPT FEMALE THREADED INLET. 37 40 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD XCZLF-100-PRF LOW FLOW, 0.2-10 GPM, WITH 1IN. LOW FLOW VALVE VALVE AND 1IN. PRESSURE REGULATING RBY FILTER AND 40PSI PRESSURE REGULATOR. 1 AREA TO RECEIVE DRIPLINE RAIN BIRD XFS-06-18 XFS SUB-SURFACE PRESSURE COMPENSATING DRIPLINE W/COPPER SHIELD TECHNOLOGY. 0.6 GPH EMITTERS AT 18" O.C. LATERALS SPACED AT 18" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV RESISTANT. 1,908 L.F. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD PEB-PRS-D 1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH PRESSURE REGULATOR MODULE. 1 NIBCO T-113 CLASS 125 BRONZE GATE SHUT OFF VALVE WITH WHEEL HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE LOCATION. SIZE RANGE - 1/4" - 3" 1 RAIN BIRD100 BP 1" 1" MASTER VALVE 1 FEBCO 825Y 1" REDUCED PRESSURE BACKFLOW PREVENTER 1 RAIN BIRD ESP4ME3 4 STATION, HYBRID MODULAR OUTDOOR CONTROLLER. FOR RESIDENTIAL OR LIGHT COMMERCIAL USE. LNK WIFI MODULE AND FLOW SENSOR READY. 1 RAIN BIRD WR2-RFS WIRELESS RAIN/FREEZE SENSOR. 1 RAIN BIRD FS-100-P 1IN. FLOW SENSOR, PLASTIC PVC MODEL. SUGGESTED OPERATING RANGE 5.4 GPM TO 54 GPM. SIZE FOR FLOW NOT ACCORDING TO PIPE SIZE. 1 IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1,086 L.F. IRRIGATION MAINLINE: PVC SCHEDULE 40 59.0 L.F. PIPE SLEEVE: PVC SCHEDULE 40 132.1 L.F. MV BF C WS FS IRRIGATION SCHEDULE Generated:2024-06-10 17:05 P.O.C. NUMBER: 01 Water Source Information:CONTRACTOR TO FIELD VERIFY AVAILABLE STATIC PRESSURE PRIOR TO CONSTRUCTION. REFER TO INTERIOR PLUMBING PLANS FOR IRRIGATION STUBOUT & POINT OF CONNECTION. FLOW AVAILABLE Water Meter Size:1" Flow Available 18.2 GPM PRESSURE AVAILABLE Static Pressure at POC:65 PSI Elevation Change:5.00 ft Service Line Size:1" Length of Service Line:20 ft Pressure Available:61 PSI DESIGN ANALYSIS Maximum Station Flow:17.87 GPM Flow Available at POC:18.2 GPM Residual Flow Available:0.33 GPM Critical Station:C-2 Design Pressure:40 PSI Friction Loss:3.42 PSI Fittings Loss:0.34 PSI Elevation Loss:0 PSI Loss through Valve:2.67 PSI Pressure Req. at Critical Station:46.4 PSI Loss for Fittings:0.12 PSI Loss for Main Line:1.16 PSI Loss for POC to Valve Elevation:0 PSI Loss for Backflow:11.3 PSI Loss for Master Valve:1.72 PSI Critical Station Pressure at POC:60.7 PSI Pressure Available:61 PSI Residual Pressure Available:0.3 PSI CRITICAL ANALYSIS Restaurant #: Issue Date: Drawing REVISION ARCHITECTS PROJECT CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS Job #4A0003 06-20-24 6526 OLIVE GARDEN P62DOM-BOX-L HK Q3 2024 REV. 420 SE ALICE'S RD. WAUKEE, IOWA IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. ACS Architectural acs-architects.com 101 Shipyard Way Suite B Newport Beach, CA 92663 T 714 436-9000 Construction Services Inc NPB MKE ATL CONSULTING ARCHITECT © 07-08-241 AGENCY REVISIONS 07-23-242 AGENCY REVISIONS NORTH IR1.0 IRRIGATION PLAN SEE SHEET IR2.0 FOR IRRIGATION DETAILS & SPECIFICATIONS. THIS IRRIGATION PLAN IS DESIGNED TO THE FOLLOWING STATS: 65 PSI AND 20 GPM. A BOOSTER PUMP WILL BE REQUIRED AT COST OF CONTRACTOR. CONTACT LANDSCAPE ARCHITECT PRIOR TO INSTALLATION IS SYSTEM HAS +/- 5 PSI THAN DESIGN PRESSURE. ABOVE QUANTITIES PROVIDED FOR CONVENIENCE ONLY. CONTRACTOR TO CONFIRM ALL QUANTITIES PRIOR TO BIDDING. REFERENCE MAXIMUM LATERAL DRIPLINE CHART TO DETERMINE MINIMUM NUMBER OF POINTS OF CONNECTION PER DRIP LINE ZONE. WHERE LAYOUT FLEXIBLE EXISTS CENTER FEED LAYOUTS MUST BE USED. THIS ALLOWS FOR EVEN FLOW OF WATER THROUGH THE ZONE. RAINBIRD- DRIP INDICATOR TO BE PLACED IN ALL DRIP AREAS AT THE FURTHEST POINT OF EACH DRIP RUN. ZONES LOWER THAN THE CAPACITY OF THE FLOW SENSOR ARE TO BE WIRED IN THE CONTROLLER WITH ANOTHER ZONE SO THAT THE FLOW SENSOR READS BOTH ZONES AS ONE ZONE IN ORDER TO MEET THE FLOW SENSOR'S LOWEST GPM REQUIREMENT. DRIP ZONES REQUIRED TO REMAIN PIPED AS SEPARATE ZPMES. IRRIGATION KEYNOTES LF LF PVC OR POLY SUPPLY HEADER PVC OR POLY EXHAUST HEADER AREA PERIMETER REMOTE CONTROL FILTER AND PRV VALVE WITH 2" TO 4" FROM EDGE PERIMETER LATERALS CONNECTION START MALE ADAPTER CONNECTION START PLUMBED TO PVC OR POLY DRIPPER SPACING DRIPPER FLOW RATE (GPH) INLET PRESSURE (PSI) 20 25 35 45 242 302 380 436 190 238 299 343 144 180 227 260 0.4 0.6 0.9 12" DRIPLINE CV-MAXIMUM LENGTH OF A SINGLE LATERAL (FEET) WHERE LAYOUT FLEXIBILITY EXISTS CENTER FEED LAYOUTS MUST BE USED. THIS ALLOWS FOR EVEN FLOW OF WATER THROUGH THE ZONE. ALL BARBED FITTINGS TO UTILIZE EITHER STAINLESS STEEL HOSE CLAMPS, STEEL CRIMP, OR COMPRESSION RING. 55 480 378 287 60 580 393 298 0.26 331 413 518 594 655 681 344 429 540 620 270 338 426 489 204 257 323 371 0.4 0.6 0.9 18" 684 539 410 713 561 426 0.26 468 584 737 845 932 969 260 326 412 472 0.9 24" 522 544 0.6 342 430 542 622 686 716 LF LF PVC OR POLY SUPPLY HEADER PVC OR POLY EXHAUST HEADER AREA PERIMETER REMOTE CONTROL FILTER AND PRV VALVE WITH 2" TO 4" FROM EDGE PERIMETER LATERALS CONNECTION START MALE ADAPTER CONNECTION START PLUMBED TO PVC OR POLY DRIPPER SPACING DRIPPER FLOW RATE (GPH) INLET PRESSURE (PSI) 20 25 35 45 242 302 380 436 190 238 299 343 144 180 227 260 0.4 0.6 0.9 12" DRIPLINE CV-MAXIMUM LENGTH OF A SINGLE LATERAL (FEET) WHERE LAYOUT FLEXIBILITY EXISTS CENTER FEED LAYOUTS MUST BE USED. THIS ALLOWS FOR EVEN FLOW OF WATER THROUGH THE ZONE. ALL BARBED FITTINGS TO UTILIZE EITHER STAINLESS STEEL HOSE CLAMPS, STEEL CRIMP, OR COMPRESSION RING. 55 480 378 287 60 580 393 298 0.26 331 413 518 594 655 681 344 429 540 620 270 338 426 489 204 257 323 371 0.4 0.6 0.9 18" 684 539 410 713 561 426 0.26 468 584 737 845 932 969 260 326 412 472 0.9 24" 522 544 0.6 342 430 542 622 686 716 8" 6" 6" 4" 3" 3" 2 1/2" 2" 2" 8" 6" 6" 4" 3" -- -- -- --2" 2" 2 1/2" 3" 3" 4" 6" 6" 8"4" 3" 2 1/2" 2" 1 1/2" 1 1/4" 1" 3/4" 1/2" SOCKETED PIPE BELL AND GASKET FITTINGS SOLVENT WELD SCH. 40 FITTINGS PVC PIPE SIZE 8" 6" 6" 4" 3" 3" 2 1/2" 2" 2" 8" 6" 6" 4" 3" -- -- -- --2" 2" 2 1/2" 3" 3" 4" 6" 6" 8"4" 3" 2 1/2" 2" 1 1/2" 1 1/4" 1" 3/4" 1/2" SOCKETED PIPE BELL AND GASKET FITTINGS SOLVENT WELD SCH. 40 FITTINGS PVC PIPE SIZE 1 MAINLINE PIPE - 18" MIN. DEPTH2 LATERAL PIPE - 12" MIN. DEPTH3 4 WIRING IN CONDUIT - 12" MIN. DEPTH 5 MAINLINE, LATERAL AND WIRING IN THE SAME TRENCH - 18" MIN. DEPTH TIE A 24-INCH LOOP IN ALL WIRING AT CHANGES OF DIRECTION OF 30° OR GREATER. UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE. ALL SOLVENT WELD PLASTIC PIPING TO BE SNAKED IN TRENCH AS SHOWN.6 8 8 RUN WIRING BENEATH AND BESIDE MAINLINE. TAPE AND BUNDLE AT 10-FOOT INTERVALS. NOTES: 1.SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCHD. 40 PVC TWICE THE DIAMETER OF THE PIPE OR WITH BUNDLE WITHIN. 2.FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. 7 6 5 1 SECTION VIEW 2 3 4 7 ALL SOLVENT WELD PLASTIC PIPING TO BE RAN IN TRENCH AS SHOWN. PLAN VIEW 1 MAINLINE PIPE - 18" MIN. DEPTH2 LATERAL PIPE - 12" MIN. DEPTH3 4 WIRING IN CONDUIT - 12" MIN. DEPTH 5 MAINLINE, LATERAL AND WIRING IN THE SAME TRENCH - 18" MIN. DEPTH TIE A 24-INCH LOOP IN ALL WIRING AT CHANGES OF DIRECTION OF 30° OR GREATER. UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE. ALL SOLVENT WELD PLASTIC PIPING TO BE SNAKED IN TRENCH AS SHOWN.6 8 8 RUN WIRING BENEATH AND BESIDE MAINLINE. TAPE AND BUNDLE AT 10-FOOT INTERVALS. NOTES: 1.SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCHD. 40 PVC TWICE THE DIAMETER OF THE PIPE OR WITH BUNDLE WITHIN. 2.FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. 7 6 5 1 SECTION VIEW 2 3 4 7 ALL SOLVENT WELD PLASTIC PIPING TO BE RAN IN TRENCH AS SHOWN. PLAN VIEW PAVING SLEEVES DITCH NOTES: 1.ALL IRRIGATION SLEEVES TO BE SCHEDULE 40 PVC. 2.ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. 3.WHERE THERE IS MORE THAN ONE SLEEVE. EXTEND THE SMALLER SLEEVE TO 24-INCHES MINIMUM ABOVE FINISHED GRADE. 4.MECHANICALLY TAMP TO 95° PROCTOR. SECTION VIEW 4" MIN. CLEARANCE PAVEMENT/ FINISHED GRADE SLEEVE AS SPECIFIED (PROVIDE SEPARATE 2" CHASE FOR CONTROL WIRING.) 18" FOR NON-PRESSURIZED LATERAL 24" FOR MAINLINE SWEEP EL (TYPICAL) TEMPORARY RISER AND CAP SOLVENT WELD CAP TO RISER 18" MIN. 12" HARDSCAPE PAVING SLEEVES DITCH NOTES: 1.ALL IRRIGATION SLEEVES TO BE SCHEDULE 40 PVC. 2.ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. 3.WHERE THERE IS MORE THAN ONE SLEEVE. EXTEND THE SMALLER SLEEVE TO 24-INCHES MINIMUM ABOVE FINISHED GRADE. 4.MECHANICALLY TAMP TO 95° PROCTOR. SECTION VIEW 4" MIN. CLEARANCE PAVEMENT/ FINISHED GRADE SLEEVE AS SPECIFIED (PROVIDE SEPARATE 2" CHASE FOR CONTROL WIRING.) 18" FOR NON-PRESSURIZED LATERAL 24" FOR MAINLINE SWEEP EL (TYPICAL) TEMPORARY RISER AND CAP SOLVENT WELD CAP TO RISER 18" MIN. 12" HARDSCAPE TEE VALVE BOX (INSTALL PER SPECS) 3/4" GRAVEL SUMP (1 CUBIC FOOT) LINE FLUSHING VALVE #F-TLFV-1 COMPRESSION RING BLANK TL (TYP.) LATERAL (OR EXHAUST HEADER) SHUT-OFF VALVE #TLSOV (BLANK TUBING MAY BE ATTACHED TO OUTLET) BRICK SUPPORTS (THREE) TEE VALVE BOX (INSTALL PER SPECS) 3/4" GRAVEL SUMP (1 CUBIC FOOT) LINE FLUSHING VALVE #F-TLFV-1 COMPRESSION RING BLANK TL (TYP.) LATERAL (OR EXHAUST HEADER) SHUT-OFF VALVE #TLSOV (BLANK TUBING MAY BE ATTACHED TO OUTLET) BRICK SUPPORTS (THREE) DETAIL - N.T.S. FINISH GRADE 6" ROUND VALVE BOX AIR / VACUUM RELIEF VALVE BRICK SUPPORTS (THREE) 3/4" CRUSHED GRAVEL SUMP 3/4"M x 1/2"F TxT REDUCTION BUSHING 3/4" PVC COUPLING (TxT) 3/4" SCH 80 RISER (LENGTH AS REQUIRED) POLY TUBING CLAMPED TO PVC INSERT FITTING STAINLESS STEEL CLAMPS DETAIL - N.T.S. FINISH GRADE 6" ROUND VALVE BOX AIR / VACUUM RELIEF VALVE BRICK SUPPORTS (THREE) 3/4" CRUSHED GRAVEL SUMP 3/4"M x 1/2"F TxT REDUCTION BUSHING 3/4" PVC COUPLING (TxT) 3/4" SCH 80 RISER (LENGTH AS REQUIRED) POLY TUBING CLAMPED TO PVC INSERT FITTING STAINLESS STEEL CLAMPS INDICATOR FINISHED GRADE SWING JOINT ADJACENT MULCH PVC LATERAL PIPE INDICATOR FINISHED GRADE SWING JOINT ADJACENT MULCH PVC LATERAL PIPE NOTE: 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. QUICK-COUPLING VALVE PVC SCH 40 STREET ELL-1" PVC SCH 40 PVC MAINLINE PIPE PVC SCH 40 ELL-1" (LENGTH AS REQUIRED) PVC SCH 80 NIPPLE-1" BRICK SUPPORTS (2) 3/4" MINUS WASHED GRAVEL FINISH GRADE VALVE BOX WITH COVER PVC SCH 40 STREET ELL-1" TWO-PIECE BODY WITH 1 INCH INLET AND 1 INCH KEY OUTLET TEE OR ELL X 1" NOTE: 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. QUICK-COUPLING VALVE PVC SCH 40 STREET ELL-1" PVC SCH 40 PVC MAINLINE PIPE PVC SCH 40 ELL-1" (LENGTH AS REQUIRED) PVC SCH 80 NIPPLE-1" BRICK SUPPORTS (2) 3/4" MINUS WASHED GRAVEL FINISH GRADE VALVE BOX WITH COVER PVC SCH 40 STREET ELL-1" TWO-PIECE BODY WITH 1 INCH INLET AND 1 INCH KEY OUTLET TEE OR ELL X 1" 14"x19" RECTANGULAR PLASTIC VALVE BOX WITH BOLT DOWN LID. VALVE LID SHALL BE PERMANENTLY INSCRIBED "FLOW SENSOR" 24 VOLT WIRE-PROVIDE 3M DBR/DBY OR KING BROS. WIRE CONNECTORS AT ALL SPLICES AND 36" OF EXCESS WIRE 1" ABOVE GRADE IN TURF AREAS, 3" ABOVE GRADE IN SHRUB OR GROUNDCOVER AREAS PER LOWE'S STANDARD SPECIFICATIONS VALVE I.D. TAG SCHEDULE 80 PVC FITTINGS (AS REQUIRED) BRICK (4 TOTAL) PVC MAIN LINE TO POINT OF CONNECTION SCH40 PVC TEE PEA GRAVEL - 4" DEEP BELOW VALVE (NO SOIL ALLOWED IN VALVE BOX) REMOTE CONTROL VALVE WITH FLOW CONTROL PVC SCHEDULE 80 THREADED UNION (2) PVC MALE ADAPTER LATERAL LINE F/G TWO #14 DIRECT BURIAL COPPER WIRES BLACK & WHITE IN COLOR. LOOP 36" INSIDE VALVE BOX 1" ABOVE GRADE IN TURF AREAS, 3" ABOVE GRADE IN SHRUB OR GROUNDCOVER AREAS PER LOWE'S STANDARD SPECIFICATIONS F/G PVC REDUCER BUSHING, DISTANCE EQUAL TO 10X PIPE DIAMETER FROM FLOW SENSOR PVC MAIN LINE PEA GRAVEL - 4" DEEP BELOW VALVE (NO SOIL ALLOWED IN VALVE BOX) WATERPROOF CONNECTIONS MAIN LINE FROM BACKFLOW - UPSTREAM FLOW SENSOR BRICK (4 TOTAL) 24" 18" 1"-2" FLOW FLOW 24" 10x PIPE DIA.5x PIPE DIA. EXTENSION NO ZONE CONNECTIONS PERMITTED BETWEEN MASTER VALVE AND FLOW SENSOR NOTE: ALL EXCESS WIRE SHALL BE COILED IN A TIGHT CIRCULAR COIL. PVC REDUCER BUSHING, DISTANCE EQUAL TO 10X PIPE DIAMETER FROM FLOW SENSOR 14"x19" RECTANGULAR PLASTIC VALVE BOX WITH BOLT DOWN LID. VALVE LID SHALL BE PERMANENTLY INSCRIBED "FLOW SENSOR" 24 VOLT WIRE-PROVIDE 3M DBR/DBY OR KING BROS. WIRE CONNECTORS AT ALL SPLICES AND 36" OF EXCESS WIRE 1" ABOVE GRADE IN TURF AREAS, 3" ABOVE GRADE IN SHRUB OR GROUNDCOVER AREAS PER LOWE'S STANDARD SPECIFICATIONS VALVE I.D. TAG SCHEDULE 80 PVC FITTINGS (AS REQUIRED) BRICK (4 TOTAL) PVC MAIN LINE TO POINT OF CONNECTION SCH40 PVC TEE PEA GRAVEL - 4" DEEP BELOW VALVE (NO SOIL ALLOWED IN VALVE BOX) REMOTE CONTROL VALVE WITH FLOW CONTROL PVC SCHEDULE 80 THREADED UNION (2) PVC MALE ADAPTER LATERAL LINE F/G TWO #14 DIRECT BURIAL COPPER WIRES BLACK & WHITE IN COLOR. LOOP 36" INSIDE VALVE BOX 1" ABOVE GRADE IN TURF AREAS, 3" ABOVE GRADE IN SHRUB OR GROUNDCOVER AREAS PER LOWE'S STANDARD SPECIFICATIONS F/G PVC REDUCER BUSHING, DISTANCE EQUAL TO 10X PIPE DIAMETER FROM FLOW SENSOR PVC MAIN LINE PEA GRAVEL - 4" DEEP BELOW VALVE (NO SOIL ALLOWED IN VALVE BOX) WATERPROOF CONNECTIONS MAIN LINE FROM BACKFLOW - UPSTREAM FLOW SENSOR BRICK (4 TOTAL) 24" 18" 1"-2" FLOW FLOW 24" 10x PIPE DIA.5x PIPE DIA. EXTENSION NO ZONE CONNECTIONS PERMITTED BETWEEN MASTER VALVE AND FLOW SENSOR NOTE: ALL EXCESS WIRE SHALL BE COILED IN A TIGHT CIRCULAR COIL. PVC REDUCER BUSHING, DISTANCE EQUAL TO 10X PIPE DIAMETER FROM FLOW SENSOR CONTROL WIRE IN ELECTRICAL CONDUIT. SIZE AND TYPE PER LOCAL CODE *NOTE* MOUNT CONTROLLER WITH LCD SCREEN AT EYE LEVEL. CONTROLLER SHALL BE HARD-WIRED TO GROUNDED 110 VAC SOURCE. MINIMUM CLEARANCE FOR DOOR OPENING *DOOR CLEARANCE EXTERIOR WALL MODEL SEE PLANS ELECTRICAL SUPPLY CONDUIT. CONNECT TO POWER SOURCE. J BOX INSIDE CONTROLLER. CONTROL WIRE IN ELECTRICAL CONDUIT. SIZE AND TYPE PER LOCAL CODE *NOTE* MOUNT CONTROLLER WITH LCD SCREEN AT EYE LEVEL. CONTROLLER SHALL BE HARD-WIRED TO GROUNDED 110 VAC SOURCE. MINIMUM CLEARANCE FOR DOOR OPENING *DOOR CLEARANCE EXTERIOR WALL MODEL SEE PLANS ELECTRICAL SUPPLY CONDUIT. CONNECT TO POWER SOURCE. J BOX INSIDE CONTROLLER. UP TO 800' AWAY CONTROLLER WIRELESS SOLAR SYNC RECEIVER MOUNTED ON THE WALL NEXT TO THE CONTROLLER CABINET SUITABLE POST, POLE, OR GUTTER MOUNT. MOUNT IN LOCATION WHERE SENSOR CAN RECEIVE FULL SUN, IS OPEN TO RAINFALL AND OUT OF SPRINKLER SPRAY PATTERN MODEL: WIRELESS SOLAR SYNC SENSOR, MOUNT UP TO 800' FROM RECEIVER MODEL: SOLAR SYNC MODULE MOUNT LESS THAN 6' AWAY FROM CONTROLLER. CONTROLLER POWER SOURCE POWER SOURCE UP TO 800' AWAY CONTROLLER WIRELESS SOLAR SYNC RECEIVER MOUNTED ON THE WALL NEXT TO THE CONTROLLER CABINET SUITABLE POST, POLE, OR GUTTER MOUNT. MOUNT IN LOCATION WHERE SENSOR CAN RECEIVE FULL SUN, IS OPEN TO RAINFALL AND OUT OF SPRINKLER SPRAY PATTERN MODEL: WIRELESS SOLAR SYNC SENSOR, MOUNT UP TO 800' FROM RECEIVER MODEL: SOLAR SYNC MODULE MOUNT LESS THAN 6' AWAY FROM CONTROLLER. CONTROLLER POWER SOURCE POWER SOURCE Restaurant #: Issue Date: Drawing REVISION ARCHITECTS PROJECT CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK DO NOT SCALE DRAWINGS Job #4A0003 06-20-24 6526 OLIVE GARDEN P62DOM-BOX-L HK Q3 2024 REV. 420 SE ALICE'S RD. WAUKEE, IOWA IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. ACS Architectural acs-architects.com 101 Shipyard Way Suite B Newport Beach, CA 92663 T 714 436-9000 Construction Services Inc NPB MKE ATL CONSULTING ARCHITECT © 07-08-241 AGENCY REVISIONS 07-23-242 AGENCY REVISIONS IR2.0 IRRIGATION DETAILS Wireless Rain/Freeze Sensor HScale: N.T.S. Air Vacuum Relief (Plumbed to Poly)CScale: N.T.S. Controller BScale: N.T.S. 12. GUARANTEE: ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM DATE OF ACCEPTANCE AGAINST ALL DEFECTS IN MATERIAL, EQUIPMENT AND WORKMANSHIP. GUARANTEE SHALL ALSO COVER REPAIR OF DAMAGE TO ANY PART OF THE PREMISES RESULTING FROM LEAKS OR OTHER DEFECTS IN MATERIAL, EQUIPMENT AND WORKMANSHIP TO THE SATISFACTION OF THE TENANT'S CONSTRUCTION REPRESENTATIVE. REPAIRS, IF REQUIRED, SHALL BE DONE PROMPTLY AT NO COST TO THE OWNER. A. PERFORM ALL EXCAVATIONS AS REQUIRED FOR THE INSTALLATION OF THE WORK INCLUDING UNDER THIS SECTION, INCLUDING SHORING OF EARTH BANKS TO PREVENT CAVE-INS. RESTORE ALL SURFACES, EXISTING UNDERGROUND INSTALLATIONS, ETC., DAMAGED OR CUT AS A RESULT OF THE EXCAVATIONS TO AND IN A MANNER APPROVED BY THE OWNER. 1. LAY OUT WORK AS ACCURATELY AS POSSIBLE TO THE DRAWINGS. THE DRAWINGS, THOUGH CAREFULLY DRAWN, ARE GENERALLY DIAGRAMMATIC TO THE EXTENT THAT SWING JOINTS, OFFSETS, AND ALL FITTINGS ARE NOT SHOWN. 2. THE BE RESPONSIBLE FOR FULL AND COMPLETE COVERAGE OF ALL IRRIGATED AREAS AND SHALL MAKE ANY NECESSARY MINOR ADJUSTMENTS AT NO ADDITIONAL COST TO THE OWNER'S CONSTRUCTION REPRESENTATIVE. 3. ANY MAJOR REVISIONS TO THE IRRIGATION SYSTEM MUST BE SUBMITTED AND ANSWERED IN WRITTEN FORM, ALONG WITH ANY CHANGE IN CONTRACT PRICE. 11. QUICK COUPLING VALVES: SHALL BE NOTED ON DRAWINGS. 10. SPRINKLER HEADS/ DRIP LINE: SEE LEGEND 9. SLEEVES FOR CONTROL WIRING: UNDER ALL WALKS AND PAVED AREAS AND WHERE INDICATED ON DRAWINGS. MINIMUM PVC SCHEDULE 40 PLASTIC PIPE. 8. CONTROL WIRING: CONVENTIONAL SYSTEMS TO USE 24 VOLT SOLID UL APPROVED FOR DIRECT BURIAL IN GROUND. MINIMUM WIRE SIZE: 14 GAUGE. ALL SPLICES SHALL BE MADE WITHIN VALVE BOX. TWO-WIRE SYSTEMS TO UTILIZE CONTROL WIRING PER MANUFACTURER STANDARDS. 5. SPRINKLER HEAD RISERS: SCHEDULE 40 PVC FOR RISERS. PIPE SHALL BE CUT WITH A STANDARD PIPE CUTTING TOOL WITH SHARP CUTTERS. REAM ONLY TO FULL DIAMETER OF PIPE AND CLEAN ALL ROUGH EDGES OR BURRS. CUT ALL THREADS ACCURATELY WITH SHARP DIES. NOT MORE THAN THREE(3) FULL THREADS SHALL SHOW BEYOND FITTINGS WHEN PIPE IS MADE UP. ASSEMBLIES SHALL BE AS DETAILED. 3. PLASTIC FITTINGS: ALL SOLVENT-WELD PVC FITTINGS SHALL MEET THE REQUIREMENTS OF SCHEDULE 40 AS SET FORTH IN ASTM D 2466. SCHEDULE 40 SOLVENT-WELD, POLYVINYL CHLORIDE (PVC) STANDARD WEIGHT AS MANUFACTURED BY SLOANE, LASCO, OR APPROVED EQUAL. 2. PLASTIC PIPING: ALL MAIN LINES AND LATERAL LINES SHALL BE SCHEDULE 40 VINYL CHLORIDE (PVC) PIPE AND SHALL COMPLY WITH ONE OF THE FOLLOWING STANDARDS: ASTM D 1785, ASTM D-2241, AWWA C-900, OR AWWA C-905. SDR-PR PIPE SHALL HAVE A MINIMUM WALL THICKNESS AS REQUIRED BY SDR-26. PVC GASKETS FITTINGS SHALL CONFORMING TO ASTM D 3139. GASKETS SHALL CONFORM TO ASTM F 477. SOLVENT-WELD PVC FITTINGS SHALL MEET THE REQUIREMENTS OF SCHEDULE 40 AS SET FORTH IN ASTM D 2466. THREADED PVC PIPE FITTINGS SHALL MEET THE REQUIREMENTS OF SCHEDULE 40 AS SET FORTH IN ASTM D 2464. CONFORMING TO ASTM D-1784 AND D-2241 1. PERMITS AND FEES: OBTAIN ALL PERMITS AND PAY REQUIRED FEES TO ANY GOVERNMENTAL AGENCY HAVING JURISDICTION OVER THE WORK. INSPECTIONS REQUIRED BY LOCAL ORDINANCES DURING THE COURSE OF CONSTRUCTION SHALL BE ARRANGED AS REQUIRED. ON COMPLETION OF THE WORK, SATISFACTORY EVIDENCE SHALL BE FURNISHED TO THE OWNER'S CONSTRUCTION REPRESENTATIVE TO SHOW THAT ALL WORK HAS BEEN INSTALLED IN ACCORDANCE WITH THE STATE AND LOCAL BUILDING/ PLUMBING CODE AND ALL OTHER CODE REQUIREMENTS. 10. "AS-BUILT" IRRIGATION DRAWINGS: PREPARE AN "AS-BUILT" DRAWING ON A FULL-SIZE PLAN SET TO SHOW DEVIATIONS FROM THE BID DOCUMENTS MADE DURING CONSTRUCTION AFFECTING THE MAIN LINE PIPE, CONTROLLER LOCATIONS, REMOTE CONTROL VALVES AND QUICK COUPLING VALVES. THE DRAWINGS TO BE ALSO INDICATE AND SHOW APPROVED SUBSTITUTIONS OF SIZE, MATERIAL AND MANUFACTURERS NAME AND CATALOG NAME AND CATALOG NUMBER. THE DRAWINGS ARE TO BE DELIVERED TO THE TENANT'S CONSTRUCTION REPRESENTATIVE BEFORE FINAL ACCEPTANCE OF WORK 7. THE OWNER RESERVES THE RIGHT TO SUBSTITUTE, ADD, OR DELETE ANY MATERIAL OR WORK AS THE WORK PROGRESSES. ADJUSTMENTS TO THE CONTRACT PRICE SHALL BE NEGOTIATED IF DEEMED NECESSARY BY THE OWNER ON A PER DIEM BASIS. 6. PROTECTION OF EXISTING PLANTS AND SITE CONDITIONS: THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT SITE CONDITIONS TO REMAIN. SHOULD DAMAGE BE INCURRED, THE REPAIR THE DAMAGE TO ITS ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. B. MAKE NECESSARY ADJUSTMENTS IN THE LAYOUT AS MAY BE REQUIRED TO CONNECT TO EXISTING STUBOUTS, SHOULD SUCH STUBS NOT BE LOCATED EXACTLY AS SHOWN, AND AS MAY BE REQUIRED TO WORK AROUND EXISTING WORK AT NO INCREASE IN COST TO THE OWNER'S CONSTRUCTION REPRESENTATIVE. A. REVIEW SITE CONDITIONS. SUBMISSION OF PROPOSAL IS CONSIDERED EVIDENCE THAT THE EXAMINATION HAS BEEN CONDUCTED. SHOULD UTILITIES NOT SHOWN ON THE PLANS BE FOUND DURING EXCAVATIONS, PROMPTLY NOTIFY THE OWNER'S CONSTRUCTION REPRESENTATIVE FOR INSTRUCTIONS AS TO FURTHER ACTION. FAILURE TO DO SO WILL MAKE CONTRACTOR LIABLE FOR ANY AND ALL DAMAGE THERETO ARISING FROM HIS OPERATIONS SUBSEQUENT TO DISCOVERY OF SUCH UTILITIES NOT SHOWN IN PLANS. INCLUDES FURNISHING ALL LABOR, MATERIALS AND EQUIPMENT FOR THE PROPER INSTALLATION OF THE IRRIGATION SYSTEM. THE WORK INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: (1) TRENCHING AND BACKFILL, (2) AUTOMATICALLY CONTROLLED LOW VOLUME IRRIGATION SYSTEM, (3) TEST ALL SYSTEMS AND MAKE OPERATIVE, (4) "AS-BUILT" DRAWINGS. B. INSTALL CONTROL WIRES AT LEAST 18" BELOW FINISHED GRADE AND SNAKE WIRE SIDE TO SIDE IN TRENCH BELOW MAIN LINE. EXPANSION CURLS SHALL BE PROVIDED WITHIN THREE (3') FEET OF EACH WIRE CONNECTION TO SOLENOID AND AT LEAST EVERY THREE HUNDRED (300') FEET IN LENGTH. (EXPANSION CURLS ARE FORMED BY WRAPPING AT LEAST FIVE (5) TURNS OF WIRE AROUND A ROD OR PIPE 1" OR MORE IN DIAMETER, THEN WITHDRAWING THE ROD). 1. REMOVE FROM THE SITE ALL DEBRIS RESULTING FROM WORK OF THIS SECTION. D. DRESS OFF ALL AREAS TO FINISH GRADES. C. COMPACT TRENCHES IN AREAS TO BE PLANTED BY THOROUGHLY FLOODING THE BACKFILL. JETTING PROCESS MAY BE USED IN THOSE AREAS. B. BACKFILL FOR ALL TRENCHES, REGARDLESS OF THE TYPE OF PIPE COVERED, SHALL BE COMPACTED TO MINIMUM 90% DENSITY. A. AFTER SYSTEM IS OPERATING AND REQUIRED TESTS AND INSPECTIONS HAVE BEEN MADE, BACKFILL EXCAVATIONS AND TRENCHES WITH CLEAN SOIL, FREE OF RUBBISH. INITIAL BACKFILL MATERIAL TO 6 INCHES ABOVE THE TOP OF PIPE SHALL BE FREE OF ROCKS OR STONES LARGER THAN ONE INCH IN DIAMETER FINAL BACKFILL MATERIAL SHALL BE FREE OF ROCKS OR STONES LARGER THAN 3 INCHES IN DIAMETER. D. ALL WIRING PASSING UNDER EXISTING OR FUTURE PAVING, CONSTRUCTION, ETC., SHALL BE ENCASED IN PLASTIC OR GALVANIZED STEEL CONDUIT EXTENDING AT LEAST 24" BEYOND EDGES OF PAVING OR CONSTRUCTION. C. CONTROL WIRE SPLICES WILL BE ALLOWED ONLY RUNS OVER 1000 FT. CONNECTIONS SHALL BE IN VALVE BOX AND LOCATION TO BE SHOWN ON AS-BUILT PLANS. C. MAINTAIN ALL WARNING SIGNS, SHORING, BARRICADES, FLARES AND RED LANTERNS AS REQUIRED BY THE SAFETY ORDERS OF THE DIVISION OF INDUSTRIAL SAFETY AND LOCAL ORDINANCES. B. TRENCHES SHALL BE MADE WIDE ENOUGH TO ALLOW A MINIMUM OF 6 INCHES BETWEEN PARALLEL PIPE LINES. TRENCHES FOR PIPE LINES SHALL BE MADE OF SUFFICIENT DEPTHS TO PROVIDE THE MINIMUM COVER FROM FINISH GRADE AS FOLLOWS: 2) MINIMUM COVER OVER IRRIGATION LINES TO HEADS/ DRIPLINE EXCEPT VEHICLE TRAFFIC AREAS ARE AS FOLLOWS: 1) 24" MINIMUM BELOW BOTTOM PAVEMENT PER SLEEVING INSTALLATION DETAIL FOR MAIN LINE.18" MINIMUM FOR NON-PRESSURIZED LATERALS. A. INSTALL CONTROL WIRING, SPRINKLER MAINS AND LATERALS IN COMMON TRENCHES WHEREVER POSSIBLE. A. CONNECT REMOTE CONTROL VALVES TO CONTROLLER IN A CLOCKWISE SEQUENCE TO CORRESPOND WITH STATION SETTING BEGINNING WITH STATIONS 1, 2, 3, ETC. F. REPAIR LEAKS RESULTING FROM TESTS. P=AVERAGE TEST PRESSURE IN PSI GAUGE D=PIPE DIAMETER IN INCHES N=NUMBER OF JOINTS L=ALLOWABLE LEAKAGE, IN GALLONS PER HOUR E. FOR PVC AND O-RING GASKET PIPE THE ALLOWABLE LEAKAGE SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS DETERMINED BY THE FOLLOWING FORMULA: 2) NO PRESSURE LOSS IS ALLOWED FOR SOLVENT WELD MAINLINE/ PIPE. D. APPLYING A CONTINUOUS AND STATIC WATER PRESSURE OF 125 PSI WHEN WELDED PLASTIC JOINTS HAVE CURED AT LEAST 3 HOURS AND WITH THE RISERS CAPPED AS FOLLOWS: C. CENTER LOAD PIPING WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING OR SLIPPING UNDER PRESSURE. B. TESTING TO BE ACCOMPLISHED AT THE EXPENSE OF THE CONTRACTOR AND IN THE PRESENCE OF THE OWNER. A. REQUEST THE PRESENCE OF THE OWNER AND/OR OWNERS REPRESENTATIVE IN WRITING AT LEAST 48 HOURS IN ADVANCE OF TESTING. D. UPON COMPLETION OF THE TESTING, THE COMPLETE ASSEMBLY AND ADJUST SPRINKLER HEADS FOR PROPER DISTRIBUTION. C. TEST IN ACCORDANCE WITH PARAGRAPH ON HYDROSTATIC TESTS. B. THOROUGHLY FLUSH OUT ALL WATER LINES BEFORE INSTALLING HEADS, DRIPLINE, VALVES AND OTHER HYDRANTS. A. CAP OR PLUG ALL OPENINGS AS SOON AS LINES HAVE BEEN INSTALLED TO PREVENT THE ENTRANCE OF MATERIALS THAT WOULD OBSTRUCT THE PIPE. LEAVE IN PLACE UNTIL REMOVAL IS NECESSARY FOR COMPLETION OF INSTALLATION. 4. CLOSING OF PIPE AND FLUSHING LINES: B. DO NOT SCALE PLANS FOR EXACT HEAD LOCATION. A. INSTALL ALL SPRINKLERS/ DRIPLINE AS DETAILED ON DRAWINGS. D. MAKE ALL CONNECTIONS BETWEEN PLASTIC PIPE AND METAL VALVES OR STEEL PIPE WITH THREADED FITTINGS USING PLASTIC MALE ADAPTERS. C. PIPE MAY BE ASSEMBLED AND WELDED ON THE SURFACE. SNAKE PIPE FROM SIDE TO SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. B. PLASTIC PIPE AND FITTINGS SHALL BE SOLVENT WELDED USING SOLVENTS AND METHODS RMMENDED BY MANUFACTURER OF THE PIPE, EXCEPT WHERE SCREWED CONNECTIONS ARE REQUIRED. PIPE AND FITTINGS SHALL BE THOROUGHLY CLEANED OF DIRT, DUST AND MOISTURE BEFORE APPLYING SOLVENT WITH A NON-SYNTHETIC BRISTLE BRUSH. A. INSTALL REMOTE CONTROL VALVES WHERE SHOWN AND GROUP TOGETHER WHERE PRACTICAL, PLACE NO CLOSER THAN 12-18 INCHES TO WALK EDGES, WALLS, AND OTHER PAVEMENTS. PLACE A MINIMUM OF 24" FROM BUILDINGS. 12" COVER OVER LATERALS 18" COVER OVER MAINLINE C. OPEN TRENCH INSPECTION: THE TRENCH AND ALL JOINTS AND EVERY TRANSITION IN PIPE SIZE, WILL BE OPEN WHERE OPEN TRENCH INSPECTION IS REQUIRED. B. PIPE INSTALLATION DEPTH INSPECTION: ALL PIPES IN THE SYSTEM SHALL BE INSTALLED TO DEPTHS AS PREVIOUSLY DESCRIBED IN SECTION 'E' OF THESE SPECIFICATIONS. A. SPRINKLER/ DRIPLINE LAYOUT AND SPACING INSPECTION: VERIFICATION THAT THE IRRIGATION DESIGN IS ACCURATELY INSTALLED IN THE FIELD. IT WILL ALSO PROVIDE FOR ALTERATION OR MODIFICATION OF THE SYSTEM TO MEET FIELD CONDITIONS. SPACING SHOULD BE WITHIN 5% OF THE DESIGN SPACING. D. INSPECTIONS WILL BE PERFORMED THROUGHOUT THE DURATION OF THE INSTALLATION. INSPECTION MAY BE MADE BY THE GOVERNING AGENCY/ OWNER TO ENSURE COMPLIANCE WITH DESIGN INTENT, SPECIFICATIONS, AND THE IRRIGATION CODES. A. AN AUGER IS TO BE USED TO TUNNEL UNDER EXISTING TREES IF IRRIGATION IS INSTALLED WITHIN THE PROTECTIVE RADIUS OF EXISTING TREES AND ONLY IF THERE IS NO OTHER OPTION OR TO DO SO CREATES AN UNREASONABLE HARDSHIP. 10. PROTECTIVE RADIUS OF EXISTING TREES: 1) MAIN LINES AND SUBMAINS TO BE TESTED FOR 2 HOURS. E. RUN TWO SPARE WIRES IN EACH DIRECTION FROM CONTROLLER TO FARTHEST VALVE TO SERVE AS BACKUP WIRES. E. JOINTS: 1.PIPE SIZES 2 1/2 INCH OR SMALLER SHALL HAVE BELL AND SOCKET JOINTS. 2.PIPE SIZES LARGER THAN 2 1/2 INCH SHALL HAVE SNAP CONNECTIONS WITH RUBBER GASKET JOINTS. 3.THRUST BLOCKING SHALL BE REQUIRED WHEN PIPE SIZE IS 4” OR GREATER. C. STAKE DRIPPER LINES WITH MINIMUM SIX (6) INCH STAPLES AT MINIMUM FOUR (4) FEET ON CENTER. 12. GUARANTEE: ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM DATE OF ACCEPTANCE AGAINST ALL DEFECTS IN MATERIAL, EQUIPMENT AND WORKMANSHIP. GUARANTEE SHALL ALSO COVER REPAIR OF DAMAGE TO ANY PART OF THE PREMISES RESULTING FROM LEAKS OR OTHER DEFECTS IN MATERIAL, EQUIPMENT AND WORKMANSHIP TO THE SATISFACTION OF THE TENANT'S CONSTRUCTION REPRESENTATIVE. REPAIRS, IF REQUIRED, SHALL BE DONE PROMPTLY AT NO COST TO THE OWNER. A. PERFORM ALL EXCAVATIONS AS REQUIRED FOR THE INSTALLATION OF THE WORK INCLUDING UNDER THIS SECTION, INCLUDING SHORING OF EARTH BANKS TO PREVENT CAVE-INS. RESTORE ALL SURFACES, EXISTING UNDERGROUND INSTALLATIONS, ETC., DAMAGED OR CUT AS A RESULT OF THE EXCAVATIONS TO AND IN A MANNER APPROVED BY THE OWNER. C. MATERIALS: D. WORKMANSHIP: E. INSTALLATION: 1. EXCAVATION AND TRENCHING: 1. LAY OUT WORK AS ACCURATELY AS POSSIBLE TO THE DRAWINGS. THE DRAWINGS, THOUGH CAREFULLY DRAWN, ARE GENERALLY DIAGRAMMATIC TO THE EXTENT THAT SWING JOINTS, OFFSETS, AND ALL FITTINGS ARE NOT SHOWN. 2. THE BE RESPONSIBLE FOR FULL AND COMPLETE COVERAGE OF ALL IRRIGATED AREAS AND SHALL MAKE ANY NECESSARY MINOR ADJUSTMENTS AT NO ADDITIONAL COST TO THE OWNER'S CONSTRUCTION REPRESENTATIVE. 3. ANY MAJOR REVISIONS TO THE IRRIGATION SYSTEM MUST BE SUBMITTED AND ANSWERED IN WRITTEN FORM, ALONG WITH ANY CHANGE IN CONTRACT PRICE. 11. QUICK COUPLING VALVES: SHALL BE NOTED ON DRAWINGS. 10. SPRINKLER HEADS/ DRIP LINE: SEE LEGEND 9. SLEEVES FOR CONTROL WIRING: UNDER ALL WALKS AND PAVED AREAS AND WHERE INDICATED ON DRAWINGS. MINIMUM PVC SCHEDULE 40 PLASTIC PIPE. 8. CONTROL WIRING: CONVENTIONAL SYSTEMS TO USE 24 VOLT SOLID UL APPROVED FOR DIRECT BURIAL IN GROUND. MINIMUM WIRE SIZE: 14 GAUGE. ALL SPLICES SHALL BE MADE WITHIN VALVE BOX. TWO-WIRE SYSTEMS TO UTILIZE CONTROL WIRING PER MANUFACTURER STANDARDS. 7. REMOTE CONTROL VALVES: SEE LEGEND 6. AUTOMATIC CONTROLLER: SEE LEGEND 5. SPRINKLER HEAD RISERS: SCHEDULE 40 PVC FOR RISERS. PIPE SHALL BE CUT WITH A STANDARD PIPE CUTTING TOOL WITH SHARP CUTTERS. REAM ONLY TO FULL DIAMETER OF PIPE AND CLEAN ALL ROUGH EDGES OR BURRS. CUT ALL THREADS ACCURATELY WITH SHARP DIES. NOT MORE THAN THREE(3) FULL THREADS SHALL SHOW BEYOND FITTINGS WHEN PIPE IS MADE UP. ASSEMBLIES SHALL BE AS DETAILED. 4. SOLVENT CEMENT: PVC CEMENT SHALL MEET ASTM D 2564 AND PVC CLEANER-TYPE SHALL MEET ASTM F 656. 3. PLASTIC FITTINGS: ALL SOLVENT-WELD PVC FITTINGS SHALL MEET THE REQUIREMENTS OF SCHEDULE 40 AS SET FORTH IN ASTM D 2466. SCHEDULE 40 SOLVENT-WELD, POLYVINYL CHLORIDE (PVC) STANDARD WEIGHT AS MANUFACTURED BY SLOANE, LASCO, OR APPROVED EQUAL. 2. PLASTIC PIPING: ALL MAIN LINES AND LATERAL LINES SHALL BE SCHEDULE 40 VINYL CHLORIDE (PVC) PIPE AND SHALL COMPLY WITH ONE OF THE FOLLOWING STANDARDS: ASTM D 1785, ASTM D-2241, AWWA C-900, OR AWWA C-905. SDR-PR PIPE SHALL HAVE A MINIMUM WALL THICKNESS AS REQUIRED BY SDR-26. PVC GASKETS FITTINGS SHALL CONFORMING TO ASTM D 3139. GASKETS SHALL CONFORM TO ASTM F 477. SOLVENT-WELD PVC FITTINGS SHALL MEET THE REQUIREMENTS OF SCHEDULE 40 AS SET FORTH IN ASTM D 2466. THREADED PVC PIPE FITTINGS SHALL MEET THE REQUIREMENTS OF SCHEDULE 40 AS SET FORTH IN ASTM D 2464. CONFORMING TO ASTM D-1784 AND D-2241 1. GENERAL: ALL MATERIALS THROUGHOUT THE SYSTEM SHALL BE NEW AND IN PERFECT CONDITION. 1. PERMITS AND FEES: OBTAIN ALL PERMITS AND PAY REQUIRED FEES TO ANY GOVERNMENTAL AGENCY HAVING JURISDICTION OVER THE WORK. INSPECTIONS REQUIRED BY LOCAL ORDINANCES DURING THE COURSE OF CONSTRUCTION SHALL BE ARRANGED AS REQUIRED. ON COMPLETION OF THE WORK, SATISFACTORY EVIDENCE SHALL BE FURNISHED TO THE OWNER'S CONSTRUCTION REPRESENTATIVE TO SHOW THAT ALL WORK HAS BEEN INSTALLED IN ACCORDANCE WITH THE STATE AND LOCAL BUILDING/ PLUMBING CODE AND ALL OTHER CODE REQUIREMENTS. 8. THE OWNER RESERVES THE RIGHT TO REJECT MATERIAL OR WORK WHICH DOES NOT CONFORM TO THE CONTRACT DOCUMENTS. REJECTED WORK SHALL BE REMOVED OR CORRECTED AT THE EARLIEST TIME POSSIBLE. 11. FINAL ACCEPTANCE: FINAL ACCEPTANCE OF THE WORK MAY BE OBTAINED FROM THE OWNER'S CONSTRUCTION REPRESENTATIVE UPON THE SATISFACTORY COMPLETION OF ALL WORK. 10. "AS-BUILT" IRRIGATION DRAWINGS: PREPARE AN "AS-BUILT" DRAWING ON A FULL-SIZE PLAN SET TO SHOW DEVIATIONS FROM THE BID DOCUMENTS MADE DURING CONSTRUCTION AFFECTING THE MAIN LINE PIPE, CONTROLLER LOCATIONS, REMOTE CONTROL VALVES AND QUICK COUPLING VALVES. THE DRAWINGS TO BE ALSO INDICATE AND SHOW APPROVED SUBSTITUTIONS OF SIZE, MATERIAL AND MANUFACTURERS NAME AND CATALOG NAME AND CATALOG NUMBER. THE DRAWINGS ARE TO BE DELIVERED TO THE TENANT'S CONSTRUCTION REPRESENTATIVE BEFORE FINAL ACCEPTANCE OF WORK 9. WORK SCHEDULE: WITHIN 10 DAYS AFTER AWARD OF THE CONTRACT, SUBMIT TO THE OWNER A WORK SCHEDULE. 7. THE OWNER RESERVES THE RIGHT TO SUBSTITUTE, ADD, OR DELETE ANY MATERIAL OR WORK AS THE WORK PROGRESSES. ADJUSTMENTS TO THE CONTRACT PRICE SHALL BE NEGOTIATED IF DEEMED NECESSARY BY THE OWNER ON A PER DIEM BASIS. 6. PROTECTION OF EXISTING PLANTS AND SITE CONDITIONS: THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT SITE CONDITIONS TO REMAIN. SHOULD DAMAGE BE INCURRED, THE REPAIR THE DAMAGE TO ITS ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. B. MAKE NECESSARY ADJUSTMENTS IN THE LAYOUT AS MAY BE REQUIRED TO CONNECT TO EXISTING STUBOUTS, SHOULD SUCH STUBS NOT BE LOCATED EXACTLY AS SHOWN, AND AS MAY BE REQUIRED TO WORK AROUND EXISTING WORK AT NO INCREASE IN COST TO THE OWNER'S CONSTRUCTION REPRESENTATIVE. A. REVIEW SITE CONDITIONS. SUBMISSION OF PROPOSAL IS CONSIDERED EVIDENCE THAT THE EXAMINATION HAS BEEN CONDUCTED. SHOULD UTILITIES NOT SHOWN ON THE PLANS BE FOUND DURING EXCAVATIONS, PROMPTLY NOTIFY THE OWNER'S CONSTRUCTION REPRESENTATIVE FOR INSTRUCTIONS AS TO FURTHER ACTION. FAILURE TO DO SO WILL MAKE CONTRACTOR LIABLE FOR ANY AND ALL DAMAGE THERETO ARISING FROM HIS OPERATIONS SUBSEQUENT TO DISCOVERY OF SUCH UTILITIES NOT SHOWN IN PLANS. 4. COORDINATION: COORDINATE AND COOPERATE WITH OTHER CONTRACTORS TO ENABLE THE WORK TO PROCEED AS RAPIDLY AND EFFICIENTLY AS POSSIBLE 3. BEFORE ANY WORK IS STARTED, A CONFERENCE SHALL BE HELD BETWEEN THE CONTRACTOR AND THE OWNER'S CONSTRUCTION REPRESENTATIVE CONCERNING THE WORK UNDER THIS CONTRACT. 2. APPROVAL: WHEREVER THE TERMS "APPROVE" OR "APPROVED" ARE USED IN THE SPECIFICATIONS, THEY SHALL MEAN THE APPROVAL OF THE OWNER'S CONSTRUCTION REPRESENTATIVE IN WRITING. INCLUDES FURNISHING ALL LABOR, MATERIALS AND EQUIPMENT FOR THE PROPER INSTALLATION OF THE IRRIGATION SYSTEM. THE WORK INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: (1) TRENCHING AND BACKFILL, (2) AUTOMATICALLY CONTROLLED LOW VOLUME IRRIGATION SYSTEM, (3) TEST ALL SYSTEMS AND MAKE OPERATIVE, (4) "AS-BUILT" DRAWINGS. B. GENERAL: A. EXTENT: B. INSTALL CONTROL WIRES AT LEAST 18" BELOW FINISHED GRADE AND SNAKE WIRE SIDE TO SIDE IN TRENCH BELOW MAIN LINE. EXPANSION CURLS SHALL BE PROVIDED WITHIN THREE (3') FEET OF EACH WIRE CONNECTION TO SOLENOID AND AT LEAST EVERY THREE HUNDRED (300') FEET IN LENGTH. (EXPANSION CURLS ARE FORMED BY WRAPPING AT LEAST FIVE (5) TURNS OF WIRE AROUND A ROD OR PIPE 1" OR MORE IN DIAMETER, THEN WITHDRAWING THE ROD). 1. REMOVE FROM THE SITE ALL DEBRIS RESULTING FROM WORK OF THIS SECTION. D. DRESS OFF ALL AREAS TO FINISH GRADES. C. COMPACT TRENCHES IN AREAS TO BE PLANTED BY THOROUGHLY FLOODING THE BACKFILL. JETTING PROCESS MAY BE USED IN THOSE AREAS. B. BACKFILL FOR ALL TRENCHES, REGARDLESS OF THE TYPE OF PIPE COVERED, SHALL BE COMPACTED TO MINIMUM 90% DENSITY. A. AFTER SYSTEM IS OPERATING AND REQUIRED TESTS AND INSPECTIONS HAVE BEEN MADE, BACKFILL EXCAVATIONS AND TRENCHES WITH CLEAN SOIL, FREE OF RUBBISH. INITIAL BACKFILL MATERIAL TO 6 INCHES ABOVE THE TOP OF PIPE SHALL BE FREE OF ROCKS OR STONES LARGER THAN ONE INCH IN DIAMETER FINAL BACKFILL MATERIAL SHALL BE FREE OF ROCKS OR STONES LARGER THAN 3 INCHES IN DIAMETER. 9. BACKFILL AND COMPACTING: D. ALL WIRING PASSING UNDER EXISTING OR FUTURE PAVING, CONSTRUCTION, ETC., SHALL BE ENCASED IN PLASTIC OR GALVANIZED STEEL CONDUIT EXTENDING AT LEAST 24" BEYOND EDGES OF PAVING OR CONSTRUCTION. C. CONTROL WIRE SPLICES WILL BE ALLOWED ONLY RUNS OVER 1000 FT. CONNECTIONS SHALL BE IN VALVE BOX AND LOCATION TO BE SHOWN ON AS-BUILT PLANS. C. MAINTAIN ALL WARNING SIGNS, SHORING, BARRICADES, FLARES AND RED LANTERNS AS REQUIRED BY THE SAFETY ORDERS OF THE DIVISION OF INDUSTRIAL SAFETY AND LOCAL ORDINANCES. B. TRENCHES SHALL BE MADE WIDE ENOUGH TO ALLOW A MINIMUM OF 6 INCHES BETWEEN PARALLEL PIPE LINES. TRENCHES FOR PIPE LINES SHALL BE MADE OF SUFFICIENT DEPTHS TO PROVIDE THE MINIMUM COVER FROM FINISH GRADE AS FOLLOWS: 2) MINIMUM COVER OVER IRRIGATION LINES TO HEADS/ DRIPLINE EXCEPT VEHICLE TRAFFIC AREAS ARE AS FOLLOWS: 1) 24" MINIMUM BELOW BOTTOM PAVEMENT PER SLEEVING INSTALLATION DETAIL FOR MAIN LINE.18" MINIMUM FOR NON-PRESSURIZED LATERALS. F. CLEAN-UP: A. INSTALL CONTROL WIRING, SPRINKLER MAINS AND LATERALS IN COMMON TRENCHES WHEREVER POSSIBLE. 8. AUTOMATIC CONTROL WIRING: A. CONNECT REMOTE CONTROL VALVES TO CONTROLLER IN A CLOCKWISE SEQUENCE TO CORRESPOND WITH STATION SETTING BEGINNING WITH STATIONS 1, 2, 3, ETC. 7. AUTOMATIC CONTROLLERS: F. REPAIR LEAKS RESULTING FROM TESTS. P=AVERAGE TEST PRESSURE IN PSI GAUGE D=PIPE DIAMETER IN INCHES N=NUMBER OF JOINTS L=ALLOWABLE LEAKAGE, IN GALLONS PER HOUR E. FOR PVC AND O-RING GASKET PIPE THE ALLOWABLE LEAKAGE SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS DETERMINED BY THE FOLLOWING FORMULA: 2) NO PRESSURE LOSS IS ALLOWED FOR SOLVENT WELD MAINLINE/ PIPE. D. APPLYING A CONTINUOUS AND STATIC WATER PRESSURE OF 125 PSI WHEN WELDED PLASTIC JOINTS HAVE CURED AT LEAST 3 HOURS AND WITH THE RISERS CAPPED AS FOLLOWS: C. CENTER LOAD PIPING WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING OR SLIPPING UNDER PRESSURE. B. TESTING TO BE ACCOMPLISHED AT THE EXPENSE OF THE CONTRACTOR AND IN THE PRESENCE OF THE OWNER. A. REQUEST THE PRESENCE OF THE OWNER AND/OR OWNERS REPRESENTATIVE IN WRITING AT LEAST 48 HOURS IN ADVANCE OF TESTING. D. UPON COMPLETION OF THE TESTING, THE COMPLETE ASSEMBLY AND ADJUST SPRINKLER HEADS FOR PROPER DISTRIBUTION. C. TEST IN ACCORDANCE WITH PARAGRAPH ON HYDROSTATIC TESTS. B. THOROUGHLY FLUSH OUT ALL WATER LINES BEFORE INSTALLING HEADS, DRIPLINE, VALVES AND OTHER HYDRANTS. A. CAP OR PLUG ALL OPENINGS AS SOON AS LINES HAVE BEEN INSTALLED TO PREVENT THE ENTRANCE OF MATERIALS THAT WOULD OBSTRUCT THE PIPE. LEAVE IN PLACE UNTIL REMOVAL IS NECESSARY FOR COMPLETION OF INSTALLATION. 4. CLOSING OF PIPE AND FLUSHING LINES: B. DO NOT SCALE PLANS FOR EXACT HEAD LOCATION. A. INSTALL ALL SPRINKLERS/ DRIPLINE AS DETAILED ON DRAWINGS. D. MAKE ALL CONNECTIONS BETWEEN PLASTIC PIPE AND METAL VALVES OR STEEL PIPE WITH THREADED FITTINGS USING PLASTIC MALE ADAPTERS. C. PIPE MAY BE ASSEMBLED AND WELDED ON THE SURFACE. SNAKE PIPE FROM SIDE TO SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. B. PLASTIC PIPE AND FITTINGS SHALL BE SOLVENT WELDED USING SOLVENTS AND METHODS RMMENDED BY MANUFACTURER OF THE PIPE, EXCEPT WHERE SCREWED CONNECTIONS ARE REQUIRED. PIPE AND FITTINGS SHALL BE THOROUGHLY CLEANED OF DIRT, DUST AND MOISTURE BEFORE APPLYING SOLVENT WITH A NON-SYNTHETIC BRISTLE BRUSH. A. INSTALL REMOTE CONTROL VALVES WHERE SHOWN AND GROUP TOGETHER WHERE PRACTICAL, PLACE NO CLOSER THAN 12-18 INCHES TO WALK EDGES, WALLS, AND OTHER PAVEMENTS. PLACE A MINIMUM OF 24" FROM BUILDINGS. IN WHICH: 6. HYDROSTATIC TESTS: 3. SPRINKLER HEADS/ DRIPLINE: 2. PIPE LINE ASSEMBLY: 12" COVER OVER LATERALS 18" COVER OVER MAINLINE 5. INSPECTIONS: C. OPEN TRENCH INSPECTION: THE TRENCH AND ALL JOINTS AND EVERY TRANSITION IN PIPE SIZE, WILL BE OPEN WHERE OPEN TRENCH INSPECTION IS REQUIRED. B. PIPE INSTALLATION DEPTH INSPECTION: ALL PIPES IN THE SYSTEM SHALL BE INSTALLED TO DEPTHS AS PREVIOUSLY DESCRIBED IN SECTION 'E' OF THESE SPECIFICATIONS. A. SPRINKLER/ DRIPLINE LAYOUT AND SPACING INSPECTION: VERIFICATION THAT THE IRRIGATION DESIGN IS ACCURATELY INSTALLED IN THE FIELD. IT WILL ALSO PROVIDE FOR ALTERATION OR MODIFICATION OF THE SYSTEM TO MEET FIELD CONDITIONS. SPACING SHOULD BE WITHIN 5% OF THE DESIGN SPACING. D. INSPECTIONS WILL BE PERFORMED THROUGHOUT THE DURATION OF THE INSTALLATION. INSPECTION MAY BE MADE BY THE GOVERNING AGENCY/ OWNER TO ENSURE COMPLIANCE WITH DESIGN INTENT, SPECIFICATIONS, AND THE IRRIGATION CODES. 13. A LAMINATED PLAN (8 1/2 X 11) SHOWING THE DIFFERENT IRRIGATION ZONES IN COLOR, PREPARED BY THE IRRIGATION CONTRACTOR, SHALL BE POSTED IN THE MECHANICAL ROOM OR WITHIN CONTROLLER CABINET. A. AN AUGER IS TO BE USED TO TUNNEL UNDER EXISTING TREES IF IRRIGATION IS INSTALLED WITHIN THE PROTECTIVE RADIUS OF EXISTING TREES AND ONLY IF THERE IS NO OTHER OPTION OR TO DO SO CREATES AN UNREASONABLE HARDSHIP. 10. PROTECTIVE RADIUS OF EXISTING TREES: 1) MAIN LINES AND SUBMAINS TO BE TESTED FOR 2 HOURS. L=NPD / 1,8501/2 E. RUN TWO SPARE WIRES IN EACH DIRECTION FROM CONTROLLER TO FARTHEST VALVE TO SERVE AS BACKUP WIRES. E. JOINTS: 1.PIPE SIZES 2 1/2 INCH OR SMALLER SHALL HAVE BELL AND SOCKET JOINTS. 2.PIPE SIZES LARGER THAN 2 1/2 INCH SHALL HAVE SNAP CONNECTIONS WITH RUBBER GASKET JOINTS. 3.THRUST BLOCKING SHALL BE REQUIRED WHEN PIPE SIZE IS 4” OR GREATER. C. STAKE DRIPPER LINES WITH MINIMUM SIX (6) INCH STAPLES AT MINIMUM FOUR (4) FEET ON CENTER. IRRIGATION SPECIFICATIONS AND NOTES Indicator - Swing Joint EScale: N.T.S. Line Flushing Valve (W/ Shut-off Valve)DScale: N.T.S. Pipe and Wire Trenching KScale: N.T.S. Quick Coupling Valve JScale: N.T.S. Dripline FScale: N.T.S. Techline CV Center Feed Layout GScale: N.T.S. Flow Sensor and Master Valve IScale: N.T.S. Quick Coupling Valve AScale: N.T.S. ITALIAN RESTAURANT 0 5 10 20 File Name: OG-Waukee, IA-Color Elevations 07-08-2024 Waukee, IA FRONT ELEVATION STONE VENEER CORONADO STONE APPALACHIAN FIELDSTONE "MOUNTAIN SUNSET" GROUT COLOR: LATICRETE #24 "NATURAL GRAY" STONE VENEER CORONADO STONE ROUGH CUT WOODSTONE "RUSTIC CEDAR" GROUT COLOR: LATICRETE #95 "MINK" CONCRETE ROOF TILE EAGLE ROOF TILE CAPISTRANO "OLIVE GARDEN BLEND" PAINT (WOOD TRIM & FASCIA) BENJAMIN MOORE 2112-10 "MINK" STANDING SEAM METAL ROOF EXCEPTIONAL METALS COLOR: "MEDIUM BRONZE" PRE-FINISH PAINT (DOORS & WINDOWS) "DARK BRONZE" BRICK VENEER CORONADO STONE SICILIAN BRICK 2 1/2" X 8" 90% "SALTILLO", 10% "FERRARA BLEND" BRICK CLINKERS CORONADO STONE THIN TUMBLED BRICK 2 1/8" X 8" Sheet 1 of 4 20'-5"20'-0" 25'-9 1/2" 13'-3 1/2" 11'-2 1/2" 8'-0" ITALIAN RESTAURANT 0 5 10 20 File Name: OG-Waukee, IA-Color Elevations 07-08-2024 Waukee, IA BACK ELEVATION STONE VENEER CORONADO STONE APPALACHIAN FIELDSTONE "MOUNTAIN SUNSET" GROUT COLOR: LATICRETE #24 "NATURAL GRAY" STONE VENEER CORONADO STONE ROUGH CUT WOODSTONE "RUSTIC CEDAR" GROUT COLOR: LATICRETE #95 "MINK" CONCRETE ROOF TILE EAGLE ROOF TILE CAPISTRANO "OLIVE GARDEN BLEND" PAINT (WOOD TRIM & FASCIA) BENJAMIN MOORE 2112-10 "MINK" STANDING SEAM METAL ROOF EXCEPTIONAL METALS COLOR: "MEDIUM BRONZE" PRE-FINISH PAINT (DOORS & WINDOWS) "DARK BRONZE" BRICK VENEER CORONADO STONE SICILIAN BRICK 2 1/2" X 8" 90% "SALTILLO", 10% "FERRARA BLEND" BRICK CLINKERS CORONADO STONE THIN TUMBLED BRICK 2 1/8" X 8" Sheet 2 of 4 20'-0" 17'-0 1/2" 14'-5 1/2" 16'-4 3/4" ITALIAN RESTAURANT 0 5 10 20 File Name: OG-Waukee, IA-Color Elevations 07-08-2024 Waukee, IA RIGHT ELEVATION STONE VENEER CORONADO STONE APPALACHIAN FIELDSTONE "MOUNTAIN SUNSET" GROUT COLOR: LATICRETE #24 "NATURAL GRAY" STONE VENEER CORONADO STONE ROUGH CUT WOODSTONE "RUSTIC CEDAR" GROUT COLOR: LATICRETE #95 "MINK" CONCRETE ROOF TILE EAGLE ROOF TILE CAPISTRANO "OLIVE GARDEN BLEND" PAINT (WOOD TRIM & FASCIA) BENJAMIN MOORE 2112-10 "MINK" STANDING SEAM METAL ROOF EXCEPTIONAL METALS COLOR: "MEDIUM BRONZE" PRE-FINISH PAINT (DOORS & WINDOWS) "DARK BRONZE" BRICK VENEER CORONADO STONE SICILIAN BRICK 2 1/2" X 8" 90% "SALTILLO", 10% "FERRARA BLEND" BRICK CLINKERS CORONADO STONE THIN TUMBLED BRICK 2 1/8" X 8" Sheet 3 of 4 25'-9 1/2" 16'-4 3/4" 20'-0"20'-5" 10'-1" 17'-0 1/2" ITALIAN RESTAURANT 0 5 10 20 File Name: OG-Waukee, IA-Color Elevations 07-08-2024 Waukee, IA LEFT ELEVATION STONE VENEER CORONADO STONE APPALACHIAN FIELDSTONE "MOUNTAIN SUNSET" GROUT COLOR: LATICRETE #24 "NATURAL GRAY" STONE VENEER CORONADO STONE ROUGH CUT WOODSTONE "RUSTIC CEDAR" GROUT COLOR: LATICRETE #95 "MINK" CONCRETE ROOF TILE EAGLE ROOF TILE CAPISTRANO "OLIVE GARDEN BLEND" PAINT (WOOD TRIM & FASCIA) BENJAMIN MOORE 2112-10 "MINK" STANDING SEAM METAL ROOF EXCEPTIONAL METALS COLOR: "MEDIUM BRONZE" PRE-FINISH PAINT (DOORS & WINDOWS) "DARK BRONZE" BRICK VENEER CORONADO STONE SICILIAN BRICK 2 1/2" X 8" 90% "SALTILLO", 10% "FERRARA BLEND" BRICK CLINKERS CORONADO STONE THIN TUMBLED BRICK 2 1/8" X 8" Sheet 4 of 4 17'-0 1/2" 20'-0" 25'-9 1/2" 14'-5 1/2" 9'-0" 20'-0"