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HomeMy WebLinkAbout2024-05-06 I09 Dollar Tree_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: May 6, 2024 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Dollar Tree (1045 SE Alice’s Road) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: DSDH Waukee, LLC requests approval of a site plan to authorize the construction of a Dollar Tree retail store. The site is located north of SE University Avenue and east of SE Alice’s Road. The building will be 10,000 square feet in area and will be 28’ at the tallest point. There are two accesses into the site; both from private roads within the Williams Pointe Commercial development. One entrance is from the south and one entrance is from the east. A pedestrian connection is provided into the site from the south private road. A total of 40 parking spaces are required and the applicant is providing 40 spaces including two accessible spaces. The site will be serviced with utilities that have been extended throughout the overall plat. Storm water detention is provided with a basin along the west side of the site. The elevations of the building are proposed to be constructed mainly of brick and stone, concrete blocks and EIFS. A monument sign will be located at the southwest corner of the site. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this project at the February 27, 2024, Commission Meeting and recommended approval subject to remaining staff comments: Item 8: Approval of a Site Plan for Dollar Tree (1045 SE Alice’s Road) Bill Mettee, Planner, introduced the request for approval of a site plan for a Dollar Tree store, as requested by DSDH, represented by Erica Morton of Sunny Civil Engineering. The property is located east of SE Alice’s Road and north of SE University Avenue, containing approximately 2.18 acres. The project involves the construction of a Dollar Tree building that is proposed to be 10,000 square feet in area. A trash enclosure is shown in the southeast corner of the property and a monument sign is proposed near the southwest corner of the site. Access to the site will be from the private road to the south as well as the new private north-south road that was constructed with Williams Pointe Commercial I9 Plat 2. A total of 40 parking spaces are required which are being provided, including two handicap accessible spaces. Five-foot sidewalks will be installed along the south and west side, with the west side of the site to facilitate pedestrian access to the rest of the Williams Pointe Commercial development. A portion of the sidewalk along SE Alice’s Road will be removed and replaced as part of the site improvements. All utilities exist in the immediate vicinity and will be extended as needed to service the building. Storm water detention will be provided with the detention basin located on the east end of the property. A minimum of 20% of the project area is required to be open space, with the total amount proposed at 31%. The applicant has also provided the required number of plantings per the landscaping ordinance. The elevations of the building are proposed to be constructed primarily of brick and stone, concrete blocks and EIFS. The trash enclosure is proposed to be constructed of brick similar in style and color to the primary structure. The applicant has submitted a photometric plan and associated light fixture cut sheets. The lighting plan meets the lighting requirements of the Site Plan Ordinance. Staff recommends approval of the site plan for Dollar Tree, subject to remaining staff comments. Discussion as follows: • Discussion of entrance location to the building (west side) • General discussion of the existing Dollar Tree and its current location near Fareway and whether this new site is a replacement; Andy Kass provided commentary that he is unaware of any planned changes at this time Motion by Commissioner Streit for approval of a site plan for Dollar Tree, seconded by Commissioner Lohse. Ayes: Streit, Beenken, Koelker, Lohse and Bankole. Nays: None. Motion carried. STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan. RECOMMENDATION: Approve the resolution. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan & Elevations PREPARED BY: Bill Mettee, Planner REVIEWED BY: THE CITY OF WAUKEE, IOWA RESOLUTION 2024- APPROVING THE SITE PLAN FOR DOLLAR TREE (1045 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 Dollar Tree, subject to remaining staff comments on February 27, 2024; AND, WHEREAS, the Site Plan for Dollar Tree is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Dollar Tree 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 6th day of May, 2024 that the Site Plan for Dollar Tree 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: Dollar Tree – Site Plan PREPARED BY: Bill Mettee – Planner REPORT DATE: February 23, 2024 MEETING DATE: February 27, 2024 GENERAL INFORMATION Owner / Applicant: Owner – Project Manager: Erica Morton, P.E., Sunny Civil Engineering Request: The applicant is requesting approval of a site plan for a Dollar Tree store Location and Size: Property is located east of SE Alice’s Road and north of SE University Avenue, containing approximately 2.18 acres. Property Address: 1045 SE Alice’s Road AREA MAP ABOVE: Aerial of subject property (outlined in RED) in relation to the surrounding area. February 23, 2024 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant / Undeveloped Community Commercial C-1 (Community and Highway Service Commercial District) North Vacant / Undeveloped Community Commercial C-1 (Community and Highway Service Commercial District) South Multi-Tenant Retail Community Commercial C-1A (Neighborhood Commercial District) East Vacant / Undeveloped Community Commercial C-1 (Community and Highway Service Commercial District) West Gilcrest / Jewett Lumber Co. Community Commercial M-1A (Limited Industrial District) PROJECT DESCRIPTION The project involves the construction of a Dollar Tree building that is proposed to be 10,000 square feet in area. A trash enclosure is shown in the southeast corner of the property and a monument sign is proposed near the southwest corner of the site. ACCESS AND PARKING Access to this site will be from the private road to the south as well as the new private north-south road that was constructed with Williams Pointe Commercial Plat 2. A total of 40 parking spaces are required for this site and they provide a total of 40 parking spaces including two handicap accessible spaces. SIDEWALKS/TRAILS Five-foot sidewalks will be installed along the south side and west side of the site to facilitate pedestrian access to the rest of the Williams Pointe Commercial development. A portion of the sidewalk along SE Alice’s Road will be removed and replaced as part of the site improvements. UTILITIES All utilities exist in the immediate vicinity to this site and will be extended as needed to service the building. Storm water detention will be provided with the detention basin located on the east end of the property. 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 31%. The applicant has provided the required number of plantings per the landscaping ordinance. February 23, 2024 3 of 3 ELEVATIONS The elevations of the building are proposed to be constructed primarily of brick and stone, concrete blocks and EIFS. The trash enclosure is proposed to be constructed of brick similar in style and color to the primary structure. MISCELLANEOUS The applicant has submitted a photometric plan and associated light fixture cut sheets. The lighting plan meets the lighting requirements of the Site Plan Ordinance. STAFF RECOMMENDATION Staff recommends approval of the site plan for Dollar Tree subject to remaining staff comments. HC HC T N O R T H N O R T H LOCATION MAP S35-T79N-R26W Scale 1" = 1000' N NOTE: 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE FOLLOWING COMPANIES FOR FIELD VERIFICATION OF UNDERGROUND UTILITIES. Consultant: Renaissance Infrastructure Consulting, LLC Contact Person: Andy Gabbert 8653 Penrose Lane Lenexa, KS 66218 agabbert@ric-consult.com (913) 333-3880 Prepared For: USFP, LLC Contact Person: Mike Belew 4706 Broadway, Suite 240 Kansas City, MO 64112 mbelew@usfpco.com www.usfpco.com (816) 645-8963 UTILITIES NOTE THE INFORMATION CONCERNING LOCATIONS OF UNDERGROUND UTILITIES SHOWN HEREON WHICH ARE NOT VISIBLE FROM THE SURFACE, HAS BEEN TAKEN FROM THE RECORDS AND FIELD LOCATIONS OF THE VARIOUS UTILITY COMPANIES AND HAS NOT BEEN FIELD VERIFIED BY THIS COMPANY. THESE LOCATIONS ARE NOT TO BE CONSTRUED AS ACCURATE OR EXACT. LEGEND Existing Section Line Proposed Right-of-Way Existing Right-of-Way Line Proposed Property Line Existing Lot Line Proposed Lot Line Existing Easement Line Proposed Easement Existing Curb & Gutter Proposed Curb & Gutter Existing Sidewalk Proposed Sidewalk Existing Storm Sewer Proposed Storm Sewer Existing Storm Structure Proposed Storm Structure Existing Waterline Proposed Fire Hydrant Existing Gas Main Proposed Waterline Existing Sanitary Sewer Proposed Sanitary Sewer Existing Sanitary Manhole Proposed Sanitary Manhole Existing Contour Major Proposed Contour Major Existing Contour Minor Proposed Contour Minor Future Curb and Gutter Utility Easement Sanitary Sewer Easement Access Easement Overland Flowage Easement Temporary Easement GAS GAS GAS GAS WATER WATER WATER FLOODPLAIN NOTE : ---- LEGAL DESCRIPTION: Williams Pointe Commercial Plat 3 Lot 1, containing 1.38 acres UTILITIES Electric MidAmerican Energy Company 800-329-6261 Natural Gas City of Waukee Tim Royer Assistant Public Works Director/Operations 515-978-7920 troyer@waukee.org Sewer City of Waukee Tim Royer Assistant Public Works Director/Operations 515-978-7920 troyer@waukee.org Water City of Waukee Tim Royer Assistant Public Works Director/Operations 515-978-7920 troyer@waukee.org Stormwater City of Waukee Sara Kappos Assistant Public Works Director/Engineering 515-978-7920 skappos@waukee.org Proposed Building SE A l i c e ' s R o a d Property Line Sheet List Table Sheet Number Sheet Title C0.0 General Layout C0.1 General Notes C1.0 Existing Conditions and Demo Plan C2.0 Site Plan C3.0 Grading Plan C4.0 Site Utility Plan C5.0 Storm Plan and Profile C5.1 Storm Plan and Profile C6.0 Erosion and Sediment Control Plan C7.0 Details C7.1 Details L01 Landscape Plan L02 Irrigation Coverage Plan L03 Lawn Specifications L04 Plant Specifications A5.0 Exterior Elevations and Building Section E0.1 Electrical Site Lighting Plan E5.1 Lighting Cutsheets E5.2 Lighting Cutsheets E5.3 Lighting Cutsheets Pr i v a t e D r i v e 0 30'15' 1"=30' Ge n e r a l L a y o u t C0.0 F e b 2 2 , 2 0 2 4 - 4 : 1 7 p m C: \ U s e r s \ H o p e C a r l s o n \ S u n n y C i v i l D r o p b o x \ P r o j e c t s \ 0 2 3 - 0 1 9 \ 4 0 - D e s i g n \ A u t o C A D \ 0 4 - F i n a l \ S h e e t s \ C O V _ 0 2 3 0 1 9 . d w g NO.DATE REVISION Sheet 40 0 E 1 7 t h S t r e e t 81 6 . 8 0 0 . 0 9 5 0 Ka n s a s C i t y , M i s s o u r i 6 4 1 0 8 ww w . r i c - c o n s u l t . c o m DRAWN BY CHECKED BY Ho p e C a r l s o n 12.01.23 01.11.243 2 11.07.231 2nd Submittal 3rd Submittal 1st Submittal SI T E P L A N 21 - 0 1 7 6 DO L L A R T R E E 10 4 5 S E A l i c e ' s R o a d , W a u k e e , D a l l a s C o u n t y , I o w a Property Line Property Line Property Line Greater Iowa Credit Union 801 Lincoln Way Ames, IA 50010 C-1A PD TSG Properties Waukee LLC 8525 Douglas Ave Suite 34 Urbandale, IA 50322 C-1A PD Koenig Properties, LLC 1175 SE University Ave Waukee, IA 50263 C-1A PD SITE PLAN FOR DOLLAR TREE 1045 SE Alice's Road Private Road Proposed Detention Pond SITE DATA OPEN SPACE REQUIRED 20% PROVIDED 31% BUILDING COVERAGE 10,000 SF (17%) LANDSCAPE COVERAGE 18,812 SF (31%) PARKING/DRIVE/SIDEWALK COVERAGE 31,235 SF (52%) TOTAL IMPERVIOUS AREA 18,812 SF (31%) TOTAL AREA 60,047 SF (100%) REQUIRED PARKING STANDARD 38 ADA 2 TOTAL 40 PARKING RATIO = 4 SPACES/1000 SF PROVIDED PARKING STANDARD 38 ADA 2 TOTAL 40 PARKING RATIO = 4 SPACES/1000 SF BUILDING TYPE COMMERCIAL NUMBER OF EMPLOYEES 4 BUILDING HEIGHT BUILDING 20' PARAPET 28' ZONING INFORMATION ZONING COMMUNITY AND HIGHWAY SERVICE COMMERCIAL DISTRICT MINIMUM LOT AREA NOT SPECIFIED FRONT YARD SETBACK 30'-0" SIDE YARD SETBACK N/A REAR YARD SETBACK 30'-0" SUDAS Type A Driveway SUDAS Type A Driveway Williams Pointe Commercial Plat 2 Lot 2 Coralville AAP, LLC C-1 Williams Pointe Commercial Plat 2 Lot 1 Coralville AAP, LLC C-1 Williams Pointe Commercial Plat 2 Outlot 'X' Coralville AAP, LLC C-1 30' Rear Yard Setback 30' Front Yard Setback I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA. SIGNATURE DATE MY LICENSE RENEWAL DATE IS PAGES OR SHEETS COVERED BY THIS SEAL: 30' Side Yard Setback SE UNIVERSITY AVE SITE LOCATION SE A L I C E ' S R D Ge n e r a l N o t e s C0.1 PAVEMENT MARKING AND SIGNAGE NOTES 1.Parking stall marking stripes shall be four inch (4") wide white stripes. Handicap stall marking shall be furnished at locations shown on plans. 2.Traffic control devices and pavement markings shall conform to the requirements of the "Manual of Uniform Traffic Control Devices." 3.Traffic control and pavement markings shall be painted with a white Sherwin Williams TM2125 HOTLINE Fast Dry or approved equal. The pavement marking shall be applied in accordance with manufacturers recommendations. Apply on a clean, dry surface and at a surface temperature of not less than 70°f and the ambient air temperature shall not be less than 60°f and rising. Two coats shall be applied. LAYOUT & PAVING NOTES 1.All construction shall conform to the 2024 edition of SUDAS and 2023 edition of Waukee Standard Specifications for Public improvements. 2.Contractor shall keep a full set of City of Waukee Standard Details onsite at all times. 3.The contractor shall check existing grades, dimensions, and inverts in the field and report any discrepancies to the architect/engineer prior to beginning work. 4.The contractor shall verify the exact location of all existing utilities, take care to protect utilities that are to remain, and repair contractor caused damage according to current local standards and at the contractor's expense. Coordinate all construction with the appropriate utility company. 5.The contractor shall comply with all local codes, obtain all permits, and pay all fees prior to beginning work. 6.Prior to installing, constructing, or performing any work in the public right of way or on the public storm sewer line (including concrete pavement or connecting private drainage systems to the storm sewer), contact City Public Works at 515.978.7920 for inspection of the work. Contact must be made at least 24 hours prior to start of the work. 7.Provide a smooth transition between existing pavement and new pavement. Field adjustment of final grades may be necessary. Adjust all utilities prior to installation of pavement. 8.The contractor shall protect all trees to remain, in accordance with the specifications. Do not operate or store heavy equipment, nor handle, nor store materials within the drip lines of trees or outside the limit of grading. 9.Concrete walks and pads shall have a broom finish. All concrete shall be 4,000 p.s.i. unless otherwise noted. Curb ramps, sidewalk slopes, and driveway ramps shall be constructed in accordance with all current local requirements. If applicable, the contractor shall request inspection of sidewalk and ramp forms prior to placement of concrete. 10.All damage to existing asphalt pavement to remain which results from new construction shall be replaced with like materials at contractor's expense. 11.Dimensions are to the back of curb, or edge of concrete, unless otherwise noted. 12.Maintain one set of as-built drawings on the job site for distribution to the engineer upon completion. 13.For all asphalt pavement, the contractor shall have no more than 30% recycled material in the base course and no recycled material in the surface course. ADA ACCESSIBLE ROUTE NOTES 1.All Accessible route construction shall conform to the latest version of the ADA Standards for Accessible Design published by the Department of Justice and the Proposed Accessibility Guidelines for Pedestrian Facilities in the Public Right-of-Way published by the United States Access Board. 2.Other than ramps and ramp runs, walking surfaces must have running slopes not steeper than 1:20. 3.The cross slope of walking surfaces shall not be steeper than 2%. 4.The minimum width for a linear segment of accessible route shall be 36 inches. 5.Where the accessible route makes a 180 degree turn around an element which is less than 48 inches wide, clear width shall be 42 inches minimum approaching the turn, 48 inches minimum at the turn and 42 inches leaving the turn. 6.An accessible route with a clear width less than 60 inches shall provide passing spaces at intervals of 200 feet maximum. Passing spaces shall be 60 inch by 60 inch minimum. 7.Ramp runs shall have a running slope not steeper than 1:12. 8.Ramp runs with a rise greater than 6 inches shall have handrails. 9.Ramp landings with a maximum slope of 1:48 shall be provided before and after ramp runs. 10.The maximum rise of a ramp run shall be 30 inches. 11.The maximum counter slope between the pavement and the curb at a curb ramp shall be 1:20. 12.Curb ramp landings with a maximum slope of 1:48 shall be provided at the top of curb ramps with a clear width of 60 inches. 13.Detectable warning surfaces complying with the latest ADA Standards shall be provided at pedestrian street crossings and refuge islands. 14.Passenger loading zones shall be provided adjacent to any ADA Accessible stall and have a 2% maximum slope in all directions. 15.Contractor to field verify existing site conditions and contact the engineer if field conditions do not match plan prior to construction. GRADING NOTES 1.All construction shall conform to the 2024 edition of SUDAS and 2023 edition of Waukee Standard Specifications for Public Improvements. 2.Spot Grades shown herein shall govern over finished grades. 3.The contractor shall provide evidence that his insurance meets the requirements of the Project. 4.All traffic control shall be in conformance with the Manual of Uniform Traffic Control Devices (MUTCD). 5.The contractor is responsible for the protection of all property corners and section corners. Any property corners and/or section corners disturbed or damaged by construction activities shall be reset by a Registered Land Surveyor licensed in the State of Iowa, at the contractor's expense. 6.The contractor shall be responsible for the restoration of the right-of-way and for damaged improvements such as curbs, driveways, sidewalks, streetlight and traffic signal junction boxes, traffic signal loop lead ins, signal poles, irrigation systems, etc. Damaged improvements shall be repaired in conformance with the latest City standards and to the City's satisfaction. 7.The contractor is responsible for providing erosion and sediment control BMPs to prevent sediment from reaching paved areas, storm sewer systems, drainage courses and adjacent properties. In the event the prevention measures are not effective, the contractor shall remove any debris, silt, or mud and restore the right-of-way, or adjacent properties to original or better condition. 8.The contractor shall sod all disturbed areas within the public street right-of-way unless otherwise noted on the plans or if specific written approval is granted by the City. 9.All public street sidewalk ramps constructed will be required to comply with the Americans with Disabilities Act (ADA). 10.Excavation for utility work in public street right-of-way requires a Right-of-Way Work Permit from the Public Works Department, in addition to all other permits. 11.All work shall be confined within easements and/or construction limits as shown on the plans. 12.Curb stakes and hubs shall be provided at all high points, low points, ADA ramp openings, and on each side of all curb inlets when setting string line. 13.All National Pollution Discharge Elimination System (NPDES) standards shall be met. Required to obtain GP#2 authorization from IDNR and City of Waukee COSESCO permit prior to grading on-site. 14.Public and Private utility facilities shall be moved or adjusted as necessary by the owners to fit the new construction unless otherwise noted on the plans. The Contractor is responsible for the cost of utility relocations unless otherwise indicated on the plans. GENERAL NOTES 1.All work in public easements and right of way and all erosion control work must comply with the 2024 edition of SUDAS and 2023 edition of Waukee Standard Specifications for Public Improvements. 2.The contractor shall provide evidence that their insurance meets the requirements of Waukee, Iowa. 3.All traffic control shall be in conformance with the Manual of Uniform Traffic Control Devices (MUTCD). 4.The contractor is responsible for the protection of all property corners and section corners. Any property corners and/or section corners disturbed or damaged by construction activities shall be reset by a Registered Land Surveyor licensed in the State of Iowa, at the contractor's expense. 5.The contractor shall be responsible for the restoration of the right-of-way and for damaged improvements such as curbs, driveways, sidewalks, street light and traffic signal junction boxes, traffic signal loop lead ins, signal poles, irrigation systems, etc. Damaged improvements shall be repaired in conformance with the latest City standards and to the City's satisfaction. 6.The contractor is responsible for providing erosion and sediment control BMPs to prevent sediment from reaching paved areas, storm sewer systems, drainage courses and adjacent properties. In the event the prevention measures are not effective, the contractor shall remove any debris, silt, or mud and restore the right-of-way, or adjacent properties to original or better condition. 7.The contractor shall remove existing trees and shrubbery within the right-of-way adjacent to future thoroughfare improvements. 8.The contractor shall sod all disturbed areas within the public street right-of-way unless otherwise noted on the plans or if specific written approval is granted by the City. 9.All public street sidewalk ramps constructed will be required to comply with the Americans with Disabilities Act (ADA) and Waukee, Iowa sidewalk details. 11. Excavation for utility work in public street right-of-way requires a Right-of-Way Work Permit from the Public Works Department, in addition to all other permits. 12.All work shall be confined within easements and/or construction limits as shown on the plans. 13.Curb stakes and hubs shall be provided at all high points, low points, ADA ramp openings, and on each side of all curb inlets when setting string line. 14.Any existing and/or temporary storm sewer pipes and box culverts to be abandoned in place shall be grouted using a slurry grout mixture meeting a 7-day compressive strength of 100-150 psi. The slurry grout mixture of fly ash, cement, fine aggregate, forming agents and water shall be approved by the City and shall possess adequate flow characteristics to fill all voids. 15.All existing utilities indicated on the drawings are according to the best information available to the engineer; however, all utilities actually existing may not be shown. The contractor shall be responsible for contacting all utility companies for an exact field location of each utility prior to any construction. All utilities, shown and un-shown, damaged through the negligence of the contractor shall be repaired or replaced by the contractor at his expense. 16.The contractor will be responsible for all damages to existing utilities, pavement, fences, structures, and other features not designated for removal. The contractor shall repair all damages at his expense. 17.By use of these construction documents the contractor hereby agrees that he shall be solely responsible for the safety of the construction workers and the public. The contractor agrees to hold the engineer and owner harmless for any and all injuries, claims, losses, or damages related to the project. 18.The contractor will be responsible for providing all signage, barricades, lighting, etc., as required for temporary traffic control during the construction of this project. Maintenance of the temporary traffic control devices will be the contractor's responsibility. All traffic control in conduction with construction in the right-of-way shall be in conformance with the City Traffic Control Requirements. 19.Geogrid, footings, or other elements of the retaining wall(s) cannot encroach into the right of way, public easements, or adjacent private property. 20.All building and life safety issues shall comply with the 2012 International Fire Code and local amendments as adopted by Waukee, Iowa 21.Contractor shall be responsible for obtaining all permits including land disturbance, right-of-way, hauling, etc., with Public Works prior to construction. 22.Contractor shall restore all disturbed right-of-way with sod upon project completion. 23.Prior to construction, contractor shall install pre-construction erosion control measures. 24.All signage is to be reviewed and approved under separate sign permit process. EROSION AND SEDIMENT CONTROL NOTES 1.All work in public easements and right-of-way and all erosion and sediment control work must comply with the 2024 edition of SUDAS and 2023 edition of Waukee Standard Specifications for Public Improvements. If any of the general notes conflict with the Standard Specifications for Public Improvements, the Cities standards shall override. 2.The contractor shall provide all materials, tools, equipment, and labor as necessary to install and maintain adequate erosion and sediment control, keep the streets clean of mud and debris, and prevent soil from leaving the project site. The contractor's erosion and sediment control measures shall conform to the 2024 edition of SUDAS and 2023 edition of Waukee Standard Specifications for Public Improvements. 3.Erosion and sediment control plan modifications shall be required if the plan fails to substantially control erosion and offsite sedimentation. 4.The contractor shall be responsible for maintaining erosion and sediment and erosion control devices and removing sediment until a minimum of 70% of permanent vegetation has become stabilized and established. Erosion and sediment control devices shall remain in place until the 70% established vegetation is met, or the duration of the project, whichever is the later date. 5.Exposed and eroded areas should be established in temporary vegetation if not built on within fourteen (14) days. This seeding should be done immediately following rough grading. 6.Install "J' Hooks on silt fence every 100 LF 7.Contractor to install all Phase I erosion and sediment control devices prior to construction. 8.Permanent vegetation should be established immediately upon completion of final grading on all areas where this is applicable. 9.Topsoil replacement shall be 8" thick. 10.Silt fence to be installed in accordance with 2024 edition of SUDAS and 2023 edition of Waukee Standard Specifications for Public Improvements. 11.Refer to IDNR Spill Guide for good housekeeping and spill measures. 12.Continuously remove all slurry or residue resulting from sawcutting/grinding operations with a well-maintained vacuum system and remove from the project limits. Ensure residue from grinding operations does not flow across lanes occupied by traffic or into gutters, storm sewers, ditches, or other drainage facilities. 13.Debris spilled onto the street will be picked up by the end of the work day and prior to a rain event. 14.The Contractor shall inspect disturbed areas of the construction site that have not been stabilized with a perennial, vegetative cover of sufficient density to preclude erosion at least once every seven (7) calendar days. Unless erosion is evident or other conditions warrant them, regular inspections are not required on areas that have been stabilized with a perennial, vegetative cover of sufficient density to preclude erosion. 15.The Contractor shall repair damage, clean out sediment, and add additional erosion and sediment control devices as needed, as soon as practicable, after inspection. If these changes at the construction site within 72 hours of the inspection is impracticable, the permittee shall document in the SWPPP why it is impracticable and indicate an estimated date by which the changes will be made. 16.Any storm water pollution prevention measures identified in the SWPPP shall be revised at the construction site as appropriate after the inspection and added to the SWPPP within seven (7) calendar days. The Contractor shall also inspect and assure that all sediment control devices are in working condition prior to any forecasted rainfall. WRITTEN SEQUENCING 1.Implement Pre-Construction Plan: 2.All temporary structural BMP's shown on the BMP plan must be in place before any site disturbance. Clearing necessary to place temporary structural BMP's is the minimum required for installation. Coordinate clearing necessary to place temporary structural BMP's with local weather forecast so that clearing and placement may be completed within a forecast dry period. Stabilize all disturbed areas after sediment controls are installed to meet GP#2 requirements. Temporary Barrier Fence shall be in Place, around areas not to be disturbed, prior to any construction activities. 3.Clear and Stabilize Work Areas: Grade contractor areas and place all-weather surface on contractor areas. 4.Clearing and Grubbing: After Phase I BMP's are installed, contractor may clear, grub, and demo required areas as necessary. EARTHWORK NOTES: 1.CONTOURS AND ELEVATIONS: Existing and proposed contours are shown on plans at one feet (1') contour intervals, unless otherwise noted. Proposed contours and elevations shown represent approximate finish grade. 2.CLEARING AND GRUBBING: Prior to the start of grading and earthwork, the areas to be graded shall be stripped of all vegetation, organic matter, and topsoil, to a minimum depth of four inches (4") or as otherwise directed by the Geotechnical Engineer. Stripping materials shall not be incorporated into structural fills. Topsoil materials shall not be used in building and pavement areas. 3.TOPSOIL: Prior to the start of grading, the contractor shall strip all topsoil from areas to be graded and stockpile at a location on or adjacent to the site as directed by the owner. At completion of grading operations and related construction, the contractor will be responsible for redistribution of topsoil over all areas disturbed by the construction activities. Topsoil shall be placed to a minimum depth of eight inches (8") and in accordance with specifications for landscaping. Subgrade below turf areas shall have a minimum 6" depth of soil free of rock larger than 3". 4.SUBGRADE PREPARATION: Prior to placement of new fill material, the existing subgrade shall be proof rolled and approved under the direction of the Geotechnical Engineer or his representative. 5.proof rolling: Prior to the placement of new fill material, the existing subgrade shall be proof rolled and approved under the direction of the Geotechnical Engineer. Unsuitable areas identified by the proof rolling areas shall be undercut and replaced with controlled structural fill or treated with fly ash per the Geotechnical report. 6.EARTHWORK: A. GEOTECHNICAL: All earthwork shall conform to the recommendations of the Geotechnical report. B. SURFACE WATER: Surface water shall be intercepted and diverted during the placement of fill. C. FILLS: All fills shall be considered controlled or structural fill and shall be free of vegetation, organic matter, topsoil, and debris. All fill required for project shall be provided by the Contractor. Material Shall be pre-approved by the Engineer prior to placement. D. EXISTING SLOPES: Where fill material is to be placed on existing slopes greater than 5:1 (horizontal to vertical), existing slope shall be benched providing a minimum vertical face of twelve inches (12"). Fill material shall be placed and compacted in horizontal lifts not exceeding nine inched (9") (loose fit measurement), unless otherwise approved by the Geotechnical Engineer. E. COMPACTION REQUIREMENTS: Earth fill material shall be placed and compacted to a minimum density of ninety five percent (95%) of the material's maximum dry density as determined by ASTM D698 (standard proctor compaction). The moisture content at the time of placement and compaction shall be within a range of -2% to 3% above the optimum moisture content as defined by the standard proctor compaction procedure. The moisture contents shall be maintained within this range until completion of the work. Where compaction of earth fill by a large roller is impractical or undesirable, the earth fill shall be hand compacted with small vibrating rollers or mechanical tampers. 7.TESTING AND INSPECTION: Testing and inspection services required to make tests required by the specifications and to observe the placement of fills and other work performed on this project shall be provided by a commercial testing laboratory (Geotechnical Engineer) selected by the owner. The cost of testing will be the owner's responsibility. 8.SODDING: All areas disturbed by earthwork operations, including the right-of-way, shall be sodded. FIRE SAFETY 1.Approved fire apparatus access roads shall be provided as soon as construction commences. If paving is not installed prior to building construction commencing after footings are installed, an approved route around the exterior of the building to extend within 100-feet of all portions of the exterior walls shall be provided and comply with the requirements of Sections 503.2 of the IFC. PLANS CHANGE 1.Any changes proposed to the drawings during construction shall be approved in writing from the City of Waukee Community Development Department. The contractor is responsible for any changes made during construction that have not been granted approval in writing from the Community Development Department. SITE UTILITY NOTES 1.The contractor is specifically cautioned that the location and/or elevation of existing utilities as Shown on these plans is based on records of the various utility Companies, und where possible, measurements taken in the field. The information is not to be relied on as being exact or complete. The contractor must call the appropriate utility companies at least 48 hours before any excavation to request exact field location of utilities. It shall be the responsibility of the contractor to coordinate with and relocate and/or remove all existing utilities which conflict with the proposed improvements shown on the plans. 2.The construction of storm sewers on this project shall conform to the requirements of the 2024 edition of SUDAS and 2023 edition of Waukee Standard Specifications for Public Improvements. 3.The contractor shall field verify the exact location and elevation of the existing storm sewer locations and the existing elevations at locations where the proposed storm sewer collects or releases to existing ground. If discrepancies are encountered from the information shown on the plans. The contractor shall contact the design engineer. No pipes shall be laid until direction is received from the design engineer. 4.It will be the contractors responsibility to field adjust the top of all manholes and boxes as necessary to match the grade of the adjacent area. Tops of existing manholes shall be raised as necessary to be flush with proposed pavement elevations, and to be 6-inches above finished ground elevations in non-paved areas. No separate or additional compensation will be made to the contractor for making final adjustments to the manholes and boxes. 5.Inlet locations, horizontal pipe information and vertical pipe information is shown to the center of the structure. Deflection angles shown for storm sewer pipes are measured from the center of the curb inlets and manholes. The contractor shall adjust the horizontal location of the pipes to go to the face of the boxes. All roof drains shall be connected to storm sewer structures. Provide cleanouts on roof drain lines at 100' max. spacing and at all bend points. Do not connect roof drains directly to storm sewer pipes. 6.The contractor shall be responsible for furnishing and installing all fire and domestic water lines, meters, back flow devices, pits, valves and all other incidentals required for a complete operable fire protection and domestic water system, if not furnished or installed by the Board of Public Utilities. Coordinate with the Board of Public Utilities. All costs associated with the complete water system for the building shall be the responsibility of the contractor. All work shall conform to the requirements of the 2024 edition of SUDAS and 2023 edition of Waukee Standard Specifications for Public Improvements. 7.The contractor shall be responsible for furnishing and installing all sanitary sewer service lines from the building to the public line. The contractor shall refer to the architectural plans for specific locations and elevations of the service lines of the building connection. All work shall conform to the requirements of the 2024 edition of SUDAS and 2023 edition of Waukee Standard Specifications for Public Improvements. 8.The contractor is responsible for securing all permits, bonds and insurance required by the contract documents, Waukee, and all other governing agencies (including local, county, state and federal authorities) having jurisdiction over the work proposed by the construction documents. The cost for all permit bonds and insurance shall be the contractors responsibility and shall be included in the bid for the work. 9.By the use of these construction documents the contractor hereby agrees that he/she shall be solely responsible for the safety of the construction workers and the public. The contractor agrees to hold the engineer and owner harmless for any and all injuries, claims, losses or damages related to the project. 10.The contractor shall be responsible for furnishing all materials, tools and equipment and installation of electrical power, telephone and gas service from a point of connection from the public utility lines to the building structure. This will include all conduits, service lines, meters, concrete pads and all other incidentals required for a complete and operational system as required by the owner and the public utilities. Refer to building plans for exact tie-in locations of all utilities. Contractor shall verify connection points prior to installation of utility line. 11.All fill material is to be in place, compacted, and consolidated before installation of proposed utilities. On-site geotechnical engineer shall provide written confirmation that this requirement has been met and that utilities may proceed in the fill areas. All utilities are to be placed in trench conditions. 12.Contractor shall notify the utility authorities inspectors 48 hours before connecting to any existing line. 13.Storm sewer roof drains(st) shall be as follows (unless otherwise shown on plans). -PVC SDR 35 per ASTM D3034, for pipes less than 12' deep. -PVC SDR 26 per ASTM D3034, for pipes 12' to 20' deep. 14.Waterlines shall be as follows (unless otherwise shown on plans): -for 8" and larger:PVC C900 -between 2" and 6":copper tube Type "K" per ANSI 816.22 or PVC C900 -For smaller than 2":copper tube Type "K" per ANSI 816.22 15.Fire line size is shown for reference only, fire protection engineer shall verify all sizes and fire flow demand prior to construction. 16.Minimum trench width shall be 2 feet. 17.Contractor shall maintain a minimum of 5' of cover on all waterlines. All water line joints are to be mechanical joints with thrust blocking as called out in specifications and construction plans. Water mains and service lines shall be constructed in accordance to the 2023 Waukee Standard Spec. 18.All waterlines shall be kept ten feet (10') apart (parallel) from sanitary sewer lines or manholes. Or when crossing, an 18" vertical clearance (outside edge of pipe to outside edge of pipe) of the waterline above the sewer line is required. 19.Trench Drain shall be ACO S200K or approved equal. 20.Trench Drain shall be installed in accordance with the manufacturer's installation instructions and recommendations. 21.In the event of a vertical conflict between waterlines, sanitary lines, storm lines and gas lines (existing and proposed), the sanitary line shall be ductile iron pipe with mechanical joints at least 10 feet on both sides of the crossing (or encased in concrete the same distance), the waterline shall have mechanical joints with appropriate thrust blocking as required to provide a minimum of 18" clearance. Meeting requirements ANSI A21.10 or ANSI 21.11 (AWWA C151)(Class 50). 22.All underground storm, sanitary, water and other utility lines shall be installed, inspected and approved before backfilling. Failure to have inspection approval prior to backfill will constitute rejection of work. 23.All necessary inspections and/or certifications required by codes and/or utility service companies shall be performed prior to announced building possession and the final connection of service. Contractor shall coordinate with all utility companies for installation requirements and specifications. 24.refer to building plans for site lighting electrical plan, irrigation, parking lot security system and associated conduit requirements. Coordinate with Owner that all required conduits are in place and tested prior to paving. 25.When a building utility Connection from site utilities leading up to the building cannot be made immediately, temporarily mark all such utility terminations. F e b 2 2 , 2 0 2 4 - 4 : 1 7 p m C: \ U s e r s \ H o p e C a r l s o n \ S u n n y C i v i l D r o p b o x \ P r o j e c t s \ 0 2 3 - 0 1 9 \ 4 0 - D e s i g n \ A u t o C A D \ 0 4 - F i n a l \ S h e e t s \ C O V _ 0 2 3 0 1 9 . d w g NO.DATE REVISION Sheet 40 0 E 1 7 t h S t r e e t 81 6 . 8 0 0 . 0 9 5 0 Ka n s a s C i t y , M i s s o u r i 6 4 1 0 8 ww w . r i c - c o n s u l t . c o m DRAWN BY CHECKED BY Ho p e C a r l s o n 12.01.23 01.11.243 2 11.07.231 2nd Submittal 3rd Submittal 1st Submittal SI T E P L A N 21 - 0 1 7 6 DO L L A R T R E E 10 4 5 S E A l i c e ' s R o a d , W a u k e e , D a l l a s C o u n t y , I o w a 10 4 5 1 0 4 5 10 4 5 10 5 0 10 4 6 10 4 6 104 6 104 7 10 4 8 10 4 9 105 1 10 5 2 1 0 5 3 10 5 4 SE A l i c e ' s R o a d Private Drive Pr i v a t e D r i v e MANHOLE: 1048.92 18" FL OUT SW: 1045.27 MANHOLE: 1050.54 18" RCP FL OUT W: 1046.95 18" RCP FL IN SE: 1046.98MANHOLE: 1048.96 10" PVC FL IN N: 1037.47 10" PVC FL IN E: 1037.47 10'' PVC FL OUT S: 1037.37 GUTTER: 1048.94 BOTTOM WELL: 1045.79 GUTTER: 1045.24 8" CMP FL IN N: 1043.46 24" RCP FL IN N: 1042.34 8" CMP FL IN E: 1042.34 24" RCP FL OUT S: 1042.3 GUTTER: 1045.43 24" RCP FL IN N: 1041.68 24" RCP FL IN E: COULD NOT DIP MANHOLE=1046.22 30" RCP FL S=1041.28 GUTTER: 1044.67 12" RCP FL OUT W: 1041.09 8" CMP FL IN E: 1041.97 8" CMP FL IN E: 1041.97 MANHOLE: 1051.41 18" RCP FL OUT NW: 1047.16 GUTTER: 1048.92 24" RCP FL OUT NW: 1045.33 18" RCP FL IN NE: 1044.51 FES 24 FL = 1043.41 MANHOLE: 1048.57 10" PVC FL IN N: 1037.08 10" PVC FL IN E : 1037.08 10" PVC FL OUT S: 1036.98 Remove Approx. 100 LF of Curb Remove Approx. 44 LF of Curb Remove Approx. 136 LF of 24" RCP Storm Line Remove Flared End Section. Remove Existing Pipe. Remove +/- 158 LF of Existing Sidewalk Remove Existing Manhole. Remove Approx. 10 LF of Curb Remove Approx. 10 LF of Curb N O R T H 0 20'10' 1"=20' Ex i s t i n g C o n d i t i o n s A n d D e m o P l a n C1.0 F e b 2 2 , 2 0 2 4 - 4 : 1 7 p m C: \ U s e r s \ H o p e C a r l s o n \ S u n n y C i v i l D r o p b o x \ P r o j e c t s \ 0 2 3 - 0 1 9 \ 4 0 - D e s i g n \ A u t o C A D \ 0 4 - F i n a l \ S h e e t s \ E X C _ 0 2 3 0 1 9 . d w g NO.DATE REVISION Sheet 40 0 E 1 7 t h S t r e e t 81 6 . 8 0 0 . 0 9 5 0 Ka n s a s C i t y , M i s s o u r i 6 4 1 0 8 ww w . r i c - c o n s u l t . c o m DRAWN BY CHECKED BY Ho p e C a r l s o n 12.01.23 01.11.243 2 11.07.231 2nd Submittal 3rd Submittal 1st Submittal SI T E P L A N 21 - 0 1 7 6 DO L L A R T R E E 10 4 5 S E A l i c e ' s R o a d , W a u k e e , D a l l a s C o u n t y , I o w a Proposed Building 10,000 SF SE A l i c e ' s R o a d Private Drive Pr i v a t e D r i v e HC HC T 8' 8' R29.5' 0.69' R5.5' 23.55' 127' 8' 122.96' 81.13' 122.96' 81.63' 11.30' R9.5' 2.59' R2.5' 16' 16'18.5' 6.5' 81.13' 11.54' 30' 18.5' 26.24' 11.17' 23.58' 64' R2.5' 4.22' R29' R28'R7.5' R2.5' R4.5'10.43' R29.5' R11.5' 1.43 R4.5' 20' 18.5'35'18.5'62.86' 12.50' 30' Setback R3' 5' 5' 15.5' R2.5' 36' R2.5' 15.5' Proposed Dumpster Pad 12'x24' Install 2 bollards for each dumpster Install Non-Reinforced PCC Pavement SUDAS Type A Driveway Install ADA Parking Signs Proposed Monument Sign Install 5" Reinforced PCC Pavement Install Light Duty Asphalt Pavement Install Light Duty Asphalt Pavement Install Heavy Duty Asphalt Pavement Install Pavement Marking Install Pavement Marking Install Light Duty Asphalt Pavement Install Heavy Duty Asphalt Pavement Install Non-Reinforced PCC Pavement SUDAS Type A Driveway Top of Pond Bottom of Pond Install 5' Sidewalk Install 5' Sidewalk Install Pavement Marking Proposed ADA Path EX 26' Public Access Easement (15) EX 2 0 ' P r i v a t e Ov e r l a n d F l o w a g e Ea s e m e n t ( 1 2 ) EX 1 0 ' P u b l i c U t i l i t y Ea s e m e n t ( 1 0 ) EX 2 5 ' In g r e s s / E g r e s s Ea s e m e n t ( 9 ) EX I n g r e s s / E g r e s s 50 ' S a n i t a r y S e w e r & W a t e r L i n e Ea s e m e n t ( 8 ) Existing Private Variable Width Overland Flowage Easement (13) and Storm Sewer Easement (14) EX 20' Access Easement (5) EX 10' Public Utility Easement (4) Existing 10' Public Utility Easement (1) 9' 9' 30' Setback 15' 30.17' 30' Rear Setback EX 30' Temporary Construction Easement (2) & Overland Flowage Easement (3) EX 50' Overland Flowage Easement (6) EX 10' Public Utility Easement (7) EX Private 30' Sanitary Sewer Easement (11) 35' 24' Detention Pond Wet Detention Bottom of Wet Detention Top of Wet DetentionVariable Width Overland Flowage Easement Remove Existing Sidewalk and Install 5' Sidewalk 5' EX 20' Private Overland Flowage Easement (12) Install Pavement Marking 22.04' 10 ' T e m p o r a r y Gr a d i n g E a s e m e n t Existing Ramp 5' EX Width Varies Private Storm Sewer Easement (16) EX 10' Gas Easement (17) EX 2 0 ' P r i v a t e S t o r m Se w e r E a s e m e n t ( 1 8 ) EX 2 0 ' P r i v a t e S a n i t a r y Ea s e m e n t ( 1 9 ) Install Curb & Gutter (Typ.) N O R T H 0 20'10' 1"=20' Si t e P l a n C2.0 Site Data Table Lot Area - 1.73 Acres Building Area - 10,000 SF Parking Count Legend ADA Stall Count Standard Stall Count 2 40 Site Parking Table: Proposed Building Area: 10,000 sqft Parking Required (4 Spaces/1000 SF):40 Parking Provided (4 Spaces/1000 SF): 38 Stalls + 2 ADA Stalls 1-1/2" Wear Course (per CDOT standards) PAVEMENT LEGEND 4" Portland Cement Concrete 5" - Crushed Aggregate Base 5" Portland Cement Concrete 4" - Crushed Aggregate Base 8" - Aggregate Base 1-1/2" Base Course (per CDOT standards) 1-1/2" Wear Course (per CDOT standards) 10" - Aggregate Base 1-1/2" Base Course (per CDOT standards) Light Duty Asphalt (Parking Lot - Stalls) Heavy Duty Asphalt (Parking Lot - Drive Aisles) 5" Reinforced PCC Pavement (Dumpster Pad) Compacted Subgrade (Refer to geotech report) 4" Concrete Sidewalk Compacted Subgrade (Refer to geotech report) Compacted Subgrade (Refer to geotech report) Compacted Subgrade (Refer to geotech) 6" Portland Cement Concrete 6" - Crushed Aggregate Base 6" Non-Reinforced PCC Pavement (Drive Approaches) Compacted Subgrade (Refer to geotech report) 5" Non-Reinforced PCC Pavement 5" Portland Cement Concrete (4,000 PSI, AE) 6" Crushed Aggregate Base Compacted Subgrade (Refer to geotech report) Note: PCC pavement sections (per geotechnical recommendations) provided as acceptable alternative to heavy and light duty asphaltic concrete pavement sections. PCC Pavement - Bid Alternate NOTE Pavement Sections are based on a Geotechnical Report dated 05/05/2023, Prepared by Kilo Engineering LLC, Kilo Project No. 23-1277 14 7 10 2 F e b 2 2 , 2 0 2 4 - 4 : 1 7 p m C: \ U s e r s \ H o p e C a r l s o n \ S u n n y C i v i l D r o p b o x \ P r o j e c t s \ 0 2 3 - 0 1 9 \ 4 0 - D e s i g n \ A u t o C A D \ 0 4 - F i n a l \ S h e e t s \ S I T _ 0 2 3 0 1 9 . d w g NO.DATE REVISION Sheet 40 0 E 1 7 t h S t r e e t 81 6 . 8 0 0 . 0 9 5 0 Ka n s a s C i t y , M i s s o u r i 6 4 1 0 8 ww w . r i c - c o n s u l t . c o m DRAWN BY CHECKED BY Ho p e C a r l s o n 12.01.23 01.11.243 2 11.07.231 2nd Submittal 3rd Submittal 1st Submittal SI T E P L A N 21 - 0 1 7 6 DO L L A R T R E E 10 4 5 S E A l i c e ' s R o a d , W a u k e e , D a l l a s C o u n t y , I o w a 2 4 EASEMENT BOOK AND PAGE NUMBER EASEMENT NUMBER BOOK PAGE NUMBER 1 2006 5703-9 2 2006 5703 3 2004 16172 4 2017 4498 5 2017 3887 6 2006 5706-7 7 2006 5709 8 2006 5703 9 2015 5057 10 2022 23698 11 2022 23699 12 2023 13727 13 2006 5706 14 2006 5707 15 2023 13728 16 2023 13727 17 2023 11598 18 2023 13727 19 2023 11601 HC HC T SE A l i c e ' s R o a d Private Drive Pr i v a t e D r i v e Proposed Building FFE: 1050.50 SS SS SS SS SS ST ST S T STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST 100 YR WSEL = 1044.86 20 ft Spillway ELEV: 1045.10 Variable Width Detention Easement 1.80% 0. 0 0 % 0. 0 0 % 0. 0 0 % 1.75% 1.75% 1.75% 0. 1 0 % 0. 0 0 % 0. 0 0 % 3. 5 4 % 2. 7 7 % 2. 9 9 % 2.9 2 % 4.3 5 % 2. 0 7 % 4.16 % 2. 1 6 % 1.79 % 1.53 % 2 . 3 8 % 2 . 4 2 % 2. 4 3 % 1. 3 6 % 5 . 7 0 % 0.00% 4:1 27 . 8 0 % 5. 7 6 % 11.0 5 % 16.31% 1.5 3 % 3: 1 4:1 4:1 1.32% 1.94% 14.99% 3:1 3:1 23.71% 2. 0 7 % 3:14:1 1 . 9 8 % 2 . 2 9 % 4. 9 0 % 2 . 3 4 % 2 . 3 4 % 9. 9 5 % 9. 0 6 % 8. 1 8 % 7.47% 5 . 1 6 % 6. 7 6 % 4.7 2 % 5 . 1 0 % 6.79% 2.86 % 2.02 % 1. 7 3 % TC: 1047.08 TC: 1047.28 TC: 1047.29 TC: 1048.38 TC: 1048.29 TC: 1048.18 TC: 1048.02 TC: 1048.31 TC: 1048.39 TC: 1048.92 TC: 1049.71 TC: 1049.43 TC: 1049.20 TC: 1048.78 TC: 1049.25 TC: 1049.96 TC: 1050.59 TC: 1050.41 TC: 1049.87 TC: 1049.79 TC: 1049.79 TC: 1049.20 TC: 1049.10 TC: 1049.16 TC: 1049.28 TC: 1049.02 TC: 1048.47 P: 1047.51 P: 1046.77 TC: 1047.12 TC: 1049.82 P: 1049.32 P: 1049.32 TC: 1049.82 P: 1049.95 P: 1049.45 P: 1049.45 P: 1049.89 P: 1050.00 P: 1050.00TC: 1049.88 TC: 1049.86 TC: 1049.80 P: 1049.29 P: 1049.79 P: 1050.39 P: 1050.09 P: 1049.24P: 1048.78 P: 1047.03 P: 1047.69 P: 1047.00 P: 1047.82 TC: 1048.30 TC: 1047.45 P: 1046.30 P: 1046.39 P: 1047.34 P: 1047.30 P: 1047.32 P: 1049.04 P: 1049.45 P: 1049.00 P: 1049.00 P: 1049.00 P: 1049.00 G: 1050.20 G: 1050.20 G: 1050.20 G: 1049.99 P: 1047.39 P: 1049.15 TC: 1049.83 P: 1050.00 P: 1050.00 G: 1049.50 G: 1049.23 G: 1047.93 P: 1049.88 ME: 1046.36 ME: 1045.93 ME: 1045.94 ME: 1048.38 ME: 1047.97 ME: 1047.85 ME: 1049.35 ME: 1049.79 EG: 1049.37 EG: 1049.85 EG: 1048.96EG: 1048.23EG: 1047.31 EG: 1046.30 EG: 1045.74 TC: 1047.68 G: 1046.54 G: 1046.60 TC: 1047.31 SW: 1045.07 SW: 1045.10 SW: 1046.53 SW: 1046.60 SW: 1046.52 SW: 1046.60 ME: 1045.20 ME: 1045.33 ME: 1045.78 ME: 1046.06 ME: 1045.86 ME: 1046.19 ME: 1049.36ME: 1048.68 ME: 1049.93 ME: 1049.65 SW: 1048.35 SW: 1048.42 SW: 1046.51 SW: 1046.44 SW: 1046.30 SW: 1046.22 SW: 1049.55 SW: 1049.48 SW: 1049.80 SW: 1049.85 G: 1049.87 G: 1049.09 SW: 1048.24 SW: 1048.26 SW: 1049.73 TC: 1048.61 G: 1046.80 BW: 1045.27 TW: 1047.77 G: 1047.25 G: 1049.00 SW: 1048.50 SW: 1048.57 0. 0 1 % 0. 0 1 % 4. 1 0 % 1.52% 0.60% 4. 1 6 % 1. 5 0 % 1.5 0 % 1.02% 0.75% 1. 3 6 % 1. 5 3 % 1. 6 0 % 1.00%1.00% 1.03% 1.00% 1.00% 1.00% 0. 6 2 % 0. 7 1 % 2. 0 0 % 2. 0 0 % 0.58% 0.59% 1 . 0 4 % TC: 1047.49 TC: 1047.56 10 4 0 10 4 0 10 3 9 1 0 3 9 10 4 1 10 4 1 10 4 2 10 4 2 1 0 4 7 10 4 5 10 4 6 10 4 7 1 0 4 8 10 4 9 10 4 5 10 4 9 1050 1050 1050 1050 105 0 1050 1 0 4 9 1 0 4 9 1046 1047 1048 Grading Limits See Sheet C3.1, Detail 1 See Sheet C3.1, Detail 2 See Sheet C3.1, Detail 3 See Sheet C3.1, Detail 4 See Sheet C3.1, Detail 5 See Sheet C3.1, Detail 6 See Sheet C3.1, Detail 7 Grade Break Grade Break Grade Break Swale Flowline See Sheet C3.1, Detail 9 Normal Pool Elevation: 1042.81 See Sheet C3.1, Detail 8 Max Ponding Area 1 0 4 5 1 0 4 5 10 5 0 10 5 0 10 5 0 10 4 6 10 4 6 1 0 4 6 104 7 10 4 8 10 4 9 10 5 1 10 4 5 10 4 6 1 0 4 7 10 4 8 10 4 9 1049 10 4 9 0.50% 10 4 2 . 8 1 10 4 3 10 4 4 1 0 4 6 1046 1046 1046 10 4 3 10 4 4 10 4 5 10 4 6 10 4 4 . 8 6 10 4 2 . 8 1 G: 1046.60 G: 1045.10 SW: 1045.10 SW: 1045.11 SW: 1046.52 SW: 1046.60 ME: 1044.96 ME: 1045.08 G: 1045.59 G: 1045.10 G: 1046.48 G: 1046.48 G: 1042.81 G: 1042.81 G: 1042.81 G: 1042.81 G: 1043.08 G: 1042.81 G: 1042.50 G: 1042.58 G: 1042.81 G: 1042.81 POND BOTTOM ELEV: 1038.50 1.55% 1.50% 1.50% 0.80%8. 2 1 % 7. 2 7 % 0. 0 0 % 0. 0 0 % 8. 2 7 % 8. 2 1 % 100-yr Ponding Depth = 0.06 ft Bottom of Pond 1 0 4 2 . 8 1 Bottom of Wet Pond Top of Pond G: 1038.50 G: 1038.50 G: 1038.50 G: 1038.50 G: 1038.50 G: 1038.50 ME: 1045.75 ME: 1045.65 ME: 1045.77 ME: 1048.11ME: 1047.01 G: 1048.34G: 1047.93 25 . 0 0 % 25 . 0 0 % 2 5 . 5 2 % 2 5 . 5 4 % 0.51% 10 . 0 0 ' Te m p o r a r y Gr a d i n g Ea s e m e n t N O R T H 0 10'5' 1"=10' Gr a d i n g P l a n C3.0 LEGEND Existing Major Contour Existing Minor Contour Proposed Major Contour Proposed Minor Contour Spill Curb Overflow Path LEGEND TC:Top of Curb P:Pavement EG: Existing Grade TS:Top of Structure FL:Flowline of Pipe G:Ground (HP)High Point (LP)Low Point TW:Top of Wall BW:Bottom of Wall SW:Side Walk ME: Match Existing F e b 2 2 , 2 0 2 4 - 4 : 1 7 p m C: \ U s e r s \ H o p e C a r l s o n \ S u n n y C i v i l D r o p b o x \ P r o j e c t s \ 0 2 3 - 0 1 9 \ 4 0 - D e s i g n \ A u t o C A D \ 0 4 - F i n a l \ S h e e t s \ G R D _ 0 2 3 0 1 9 . d w g NO.DATE REVISION Sheet 40 0 E 1 7 t h S t r e e t 81 6 . 8 0 0 . 0 9 5 0 Ka n s a s C i t y , M i s s o u r i 6 4 1 0 8 ww w . r i c - c o n s u l t . c o m DRAWN BY CHECKED BY Ho p e C a r l s o n 12.01.23 01.11.243 2 11.07.231 2nd Submittal 3rd Submittal 1st Submittal SI T E P L A N 21 - 0 1 7 6 DO L L A R T R E E 10 4 5 S E A l i c e ' s R o a d , W a u k e e , D a l l a s C o u n t y , I o w a SW: 10 4 6 . 2 2 SW: 1 0 4 5 . 9 9 S W : 1 0 4 5 . 9 9 SW: 1 0 4 6 . 1 6 SW: 1 0 4 5 . 9 9 SW: 1 0 4 5 . 9 4 S W : 1 0 4 6 . 1 5 SW: 10 4 6 . 2 0 7.0 5 % 6.79% 1. 5 0 % 1. 2 5 % 6.99% 1.92 % 1.94% P: 1046 . 3 8 SW: 10 4 6 . 3 9 SW: 1 0 4 6 . 3 1 S W : 1 0 4 6 . 2 5 S W : 1 0 4 6 . 6 8 SW : 1 0 4 6 . 7 6 S W : 1 0 4 6 . 6 7 SW : 1 0 4 6 . 7 3 S W : 1 0 4 6 . 6 5 0.60% 0.60%SW : 1 0 4 6 . 7 5 1. 4 3 % 1.5 5 % 8.31% 1.6 0 % 1.6 8 % 7.75% 7.75%1. 2 2 % 1. 2 2 % 1.8 1 % 1. 1 2 % 1. 1 2 % 1.15% 1.16% 1. 2 1 % 1.17% SW : 1 0 4 8 . 4 3 SW: 1 0 4 8 . 4 9 SW: 1048.50 S W : 1 0 4 8 . 5 6 SW: 1 0 4 8 . 4 3 SW: 1 0 4 7 . 6 2 SW : 1 0 4 7 . 6 2 SW : 1 0 4 7 . 6 8 SW: 1 0 4 8 . 3 7 2. 8 5 % S W : 1 0 4 8 . 3 0 SW: 1 0 4 8 . 1 7 4.58% 8. 2 3 % 7. 6 7 % 8. 2 0 % 0.59% 1.12% 8. 2 0 % 8. 0 9 % 1.39% 1.50% 8 . 2 8 % 4. 0 7 % 4. 0 7 % 4. 0 7 % T C : 1 0 4 9 . 0 4 SW: 1 0 4 9 . 3 7 SW: 1 0 4 8 . 9 6 S W : 1 0 4 9 . 4 4 SW: 1 0 4 8 . 9 4 SW: 1 0 4 7 . 6 3 S W : 1 0 4 7 . 6 6 SW: 1 0 4 8 . 0 1 SW: 1048.07 SW: 1 0 4 8 . 1 4 SW: 1048.11 0.58% 1 . 9 1 % 1 . 0 1 % 4. 9 0 % T C : 1 0 4 9 . 8 2 T C : 1 0 4 9 . 7 6 TC : 1 0 4 9 . 6 7 T C : 1 0 4 9 . 7 3 P : 1 0 4 9 . 8 8 SW : 1 0 4 9 . 7 1 0.58% 0.59% 1 . 0 4 % 1.77 % 0. 9 9 % 1.17% 0.97%1.50% 1. 5 0 % 1. 5 1 % 1.7 0 % TE L E 1 . 3 6 % 1.73% 0.8 6 % 1.59% 7.56% 7.99% 1. 3 7 % 1. 8 0 % 0.22% 0.22% 1. 3 7 % 1 . 3 9 % 8.26% 1 . 8 5 % 1.10% 1.20% 1.08% 1.20% 0. 0 1 % 2 . 2 4 % 0.47% 0. 0 1 % 1.20% G: 1050.20 ME : 1 0 4 9 . 1 1 SW : 1 0 4 9 . 5 2 SW : 1 0 4 9 . 5 3 SW: 1049.58 SW : 1 0 4 9 . 6 4 SW : 1 0 4 9 . 1 4 S W : 1 0 4 9 . 0 5 SW: 1 0 4 9 . 4 7 SW : 1 0 4 9 . 5 9 SW : 1 0 4 9 . 5 8 SW: 1 0 4 9 . 5 2 SW: 1 0 4 9 . 4 5 SW: 1 0 4 9 . 4 6 SW : 1 0 4 9 . 6 5 SW : 1 0 4 9 . 6 4 1.20% 0. 0 1 % 1.20% SS SS SS SS SS 1. 5 0 % Sidewalk Chase for Drain Basin Overflow 1.8 3 % 1.06% 1.04% 5.59 % 1 . 4 4 % ME: 1 0 4 9 . 6 2 M E : 1 0 4 9 . 6 3 S W : 1 0 4 9 . 8 8 S W : 1 0 4 9 . 8 0 SW : 1 0 4 9 . 7 3 SW : 1 0 4 9 . 6 9 ME: 1 0 4 9 . 6 4 SW : 1 0 4 9 . 7 7 SW: 1 0 4 9 . 7 2 SW: 1 0 4 9 . 6 7 SW : 1 0 4 9 . 6 6 SW : 1 0 4 9 . 7 7 P: 1 0 4 9 . 8 8 G: 1049.56G: 1049.26 1.2 7 % TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E W/ L W/ L W/ L W/ L W/ L W/ L W/ L W/ L 8. 0 1 % 1 . 5 9 % 4. 4 9 % 8. 1 5 % 0.87% 8. 1 5 % 0.86% 0.36% 1 . 5 0 % 1. 5 0 % 0.66% 1.1 1 % TC : 1 0 5 0 . 1 7 G : 1 0 4 9 . 9 6 ME: 1 0 5 0 . 0 9 ME: 1 0 4 9 . 6 4 M E : 1 0 4 9 . 9 0 ME : 1 0 4 9 . 4 2 SW : 1 0 5 0 . 0 3 S W : 1 0 4 9 . 9 9 SW : 1 0 4 9 . 5 5 SW : 1 0 4 9 . 5 0 S W : 1 0 4 9 . 6 2 SW : 1 0 4 9 . 6 5 S W : 1 0 4 9 . 7 3 S W : 1 0 4 9 . 7 1 SW: 1050.05 SW: 1050.15 ME : 1 0 4 9 . 4 5 1 . 7 1 % 0.20% 1. 6 4 % 0. 9 7 % 1050 1050 105 0 ST ST ST 3:1 0.31 % 4" Pipe out of Forebay w/ Gate G : 1 0 4 4 . 8 2 G : 1 0 4 3 . 7 7 G: 1 0 4 5 . 5 0 G: 1043 . 0 0 G: 1042.90 G: 1 0 4 3 . 0 0 G: 10 4 2 . 9 9 BW: 1 0 4 4 . 5 0 TW: 1 0 4 7 . 2 7 TW: 1 0 4 7 . 0 0 TC: 1 0 4 7 . 1 0 TC: 1 0 4 7 . 1 0 G: 1045.5 9 B W : 1 0 4 3 . 0 0 BW: 1 0 4 3 . 0 5 BW : 1 0 4 3 . 0 0 100-yr Ponding Depth = 0.08 ft G: 1 0 4 5 . 2 6 G: 10 4 4 . 5 5 0 . 3 3 % 2.02 % 4" Pipe out of Forebay w/ Gate G: 1043 . 0 5 G: 1 0 4 3 . 8 5 BW: 1 0 4 4 . 2 3 T W : 1 0 4 6 . 2 5 TW: 1 0 4 6 . 7 0 T C : 1 0 4 6 . 6 8 T C : 1 0 4 6 . 1 5 G: 1043.00 G: 1 0 4 3 . 4 5 BW: 1 0 4 3 . 0 0 BW : 1 0 4 3 . 0 6 100-yr Ponding Depth = 0.22 ft G: 1043 . 0 5 N O R T H 0 1"=5' 5' Gr a d i n g D e t a i l s C3.1 LEGEND Existing Major Contour Existing Minor Contour Proposed Major Contour Proposed Minor Contour Spill Curb LEGEND TC:Top of Curb P:Pavement EG: Existing Grade TS:Top of Structure FL:Flowline of Pipe G:Ground (HP)High Point (LP)Low Point TW:Top of Wall BW:Bottom of Wall SW:Side Walk ME: Match Existing F e b 2 2 , 2 0 2 4 - 4 : 1 7 p m C: \ U s e r s \ H o p e C a r l s o n \ S u n n y C i v i l D r o p b o x \ P r o j e c t s \ 0 2 3 - 0 1 9 \ 4 0 - D e s i g n \ A u t o C A D \ 0 4 - F i n a l \ S h e e t s \ G R D _ 0 2 3 0 1 9 . d w g NO.DATE REVISION Sheet 40 0 E 1 7 t h S t r e e t 81 6 . 8 0 0 . 0 9 5 0 Ka n s a s C i t y , M i s s o u r i 6 4 1 0 8 ww w . r i c - c o n s u l t . c o m DRAWN BY CHECKED BY Ho p e C a r l s o n 12.01.23 01.11.243 2 11.07.231 2nd Submittal 3rd Submittal 1st Submittal SI T E P L A N 21 - 0 1 7 6 DO L L A R T R E E 10 4 5 S E A l i c e ' s R o a d , W a u k e e , D a l l a s C o u n t y , I o w a DETAIL 1 DETAIL 2 DETAIL 3 DETAIL 4 DETAIL 5 DETAIL 6 DETAIL 7 DETAIL 8 DETAIL 9 HC HC T TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E SS SS SS SS SS W/ L W/ L W/ L W/ L W/ L W/ L ST ST S T STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST FDC W/ L W/ L Existing 8" Sanitary Sewer Main Contractor shall install +/- 156 LF Power Service Line. Contractor shall coordinate with MEP and Power Company on size and material of conduits and connection. Install +/- 92 LF 6" DI Water Line. Contractor shall install meter inside the building. Connect service at stub. Minimum 5 FT Bury Depth. City will install Gas Service. Contractor to field verify location of main. City will install Gas Meter. Connect telecom service line Refer to Electrical Plan Install Electric Meter Refer to Electrical Plan Proposed Sanitary Service Contractor Shall Coordinate with Sanitary Company and MEP. INV=1041.18 Property Line Property Line Property Line Contractor shall install +/- 78 LF 6" SDR 23.5 PVC Sanitary Service Line @ 2.00% Slope. Install tee connecting sanitary sewer service to existing sanitary sewer main. Refer to Tee Orientation/Riser Detail, Contractor Shall Coordinate sewer connection with provider. Service to be bored under street. INV=1039.58Property Line SE A l i c e ' s R o a d Private Drive Pr i v a t e D r i v e See Sheet C5.0 for Storm Existing Fire Hydrant Water BOP: 1044.22 Sanitary TOP: 1038.71 5.51' Clearance Storm BOP: 1043.00 Water TOP: 1041.50 1.50' Clearance Storm BOP: 1043.89 Sanitary TOP: 1040.97 3' Clearance Install Cleanout. Install Water Service Contractor Shall Coordinate with Water Company, City and MEP EX 8" Sanitary Sewer Main EX 8" Sanitary Sewer Main 8" Sanitary Sewer Main EX 8" Water Main EX 24" Storm Line EX 8" Water Main EX 8" Water Stub EX 24" Storm Line Contractor shall install +/- 157 LF 2-4" PVC Pipes for Communication Coordinate with Telecommunications Company for connection Storm BOP: 1043.92 Sanitary TOP: 1041.61 2.31' Clearance Storm BOP: 1043.89 Gas TOP: 1042.39 1.5' Clearance Install Fire Hydrant with Operating Valve Install +/- 4 LF 6" PVC Fire Service 55 . 9 0 ' See Sheet C5.0 for Storm See Sheet C5.1 for Storm Install 8" 45° DI Bend with TB and 6"x8" Reducer Install 6" 45° DI Bends with TB Install 47 LF 2" Type K Copper Domestic Service Install 6" SDR PVC 45° Bend Existing 6" PVC Sanitary Sewer Pipe Fire Riser Location Storm BOP: 1042.00 Water TOP: 1040.44 1.68' Clearance EX 15" Storm Line EX 8" Water Line Install +/- 6 LF 8" DI Water Line. Install 8" 45° DI Bend Install Curb Stop Install Valve N O R T H 0 10'5' 1"=10' Si t e U t i l i t y P l a n C4.0 F e b 2 2 , 2 0 2 4 - 4 : 1 7 p m C: \ U s e r s \ H o p e C a r l s o n \ S u n n y C i v i l D r o p b o x \ P r o j e c t s \ 0 2 3 - 0 1 9 \ 4 0 - D e s i g n \ A u t o C A D \ 0 4 - F i n a l \ S h e e t s \ U T L _ 0 2 3 0 1 9 . d w g NO.DATE REVISION Sheet 40 0 E 1 7 t h S t r e e t 81 6 . 8 0 0 . 0 9 5 0 Ka n s a s C i t y , M i s s o u r i 6 4 1 0 8 ww w . r i c - c o n s u l t . c o m DRAWN BY CHECKED BY Ho p e C a r l s o n 12.01.23 01.11.243 2 11.07.231 2nd Submittal 3rd Submittal 1st Submittal SI T E P L A N 21 - 0 1 7 6 DO L L A R T R E E 10 4 5 S E A l i c e ' s R o a d , W a u k e e , D a l l a s C o u n t y , I o w a HC HC T SE A l i c e ' s R o a d Private Drive Pr i v a t e D r i v e TE L E TE L E TE L E TE L E TE L E TE L E TE L E SS SS W/ L W/ L W/ L ST STSTSTSTSTSTSTSTSTSTSTSTSTSTST FDC W/ L 0+00 1+00 2+00 2+95 Sta. 1+37.88, Storm 1 EXISTING MANHOLE (STMH-102) Top: 1048.32 Sta. 2+45.24, Storm 1 INSTALL 48" SUDAS CIRCULAR STORM SEWER MANHOLE (SW-401) (STMH-102.1) Top: 1049.95 Sta. 2+80.10, Storm 1 EXISTING INTAKE (INT-103) Top: 1049.95Sta. 0+24.00, Storm 2 INSTALL 48" SUDAS MANHOLE (SW-401) (STMH-101) Top: 1046.410+ 0 0 0+ 5 0 Sta. 0+08.70, Storm 2 (EXISTING INTAKE) Top: 1045.87 Sta. 0+39.89, Storm 2 SEE DETAIL C7.1 (OPEN SIDED AREA INTAKE) Top: 1045.50 0+00 1+00 2+00 2+ 7 5 Sta. 0+23.08, Storm 3 INSTALL NYLOPLAST 2'X3' CURB INLET Top: 1046.63 (FG) Sta. 2+51.93, Storm 3 INSTALL 12" NYLOPLAST D.B. Top: 1047.93 INSTALL NYLOPLAST 2'X3' CURB INLET Top: 1046.20 (FG) Inv: 1043.02 DAYLIGHT TO FOREBAY INSTALL RODENT GUARD Inv: 1043.00 Install 3 LF of 12" HDPE Pipe @ 0.50% Slope Connect to building downspout Connect to building downspout Existing 8" Sanitary Sewer Main Existing 8" Sanitary Sewer Main Existing 8" Sanitary Sewer Main Existing 8" Water Main Existing 24" Storm Line Existing 8" Water Main Existing 24" Storm Line Existing 8" Water Stub 24" Storm Line Detention Pond Pond Bottom Elev.: 1038.50 Existing 8" Sanitary Sewer Pipe Storm BOP: 1042.12 Water TOP: 1040.44 1.68' Clearance Existing 15" Storm Line Existing 8" Water Line Proposed 6" PVC Sanitary Sewer Proposed 6" Water Line Storm 1 1035 1040 1050 1035 1040 1050 -0+50 0+00 1+00 2+00 3+00 St a . 1 + 3 7 . 8 8 , S t o r m 1 EX I S T I N G M A N H O L E ( S T M H - 1 0 2 ) To p : 1 0 4 8 . 3 2 128.59 LF 24" RCP @ 0.19% Slope St a . 2 + 8 0 . 1 0 , S t o r m 1 EX I S T I N G I N T A K E ( I N T - 1 0 3 ) To p : 1 0 4 9 . 9 5 34.86 LF 24" RCP @ 0.20% Slope St a . 2 + 4 5 . 2 4 , S t o r m 1 IN S T A L L 4 8 " S U D A S CI R C U L A R S T O R M S E W E R MA N H O L E ( S W - 4 0 1 ) ( S T M H - 1 0 2 . 1 ) To p : 1 0 4 9 . 9 5 107.36 LF 24" RCP @ 0.18% Slope PROPOSED GRADE EXISTING GRADE Fl I n ( N ) : 1 0 4 3 . 6 0 ( 2 4 " C o n c r e t e P i p e ) Fl O u t ( W ) : 1 0 4 3 . 5 0 ( 2 4 " R C P ) Fl I n ( E ) : 1 0 4 3 . 4 3 ( 2 4 " R C P ) Fl O u t ( W ) : 1 0 4 3 . 4 3 ( 2 4 " R C P ) Fl I n ( E ) : 1 0 4 3 . 2 3 ( 2 4 " R C P ) Fl O u t ( W ) : 1 0 4 3 . 1 3 ( 2 4 " R C P ) St a . 0 + 2 4 . 0 0 , S t o r m 2 IN S T A L L 4 8 " S U D A S MA N H O L E ( S W - 4 0 1 ) ( S T M H - 1 0 1 ) To p : 1 0 4 6 . 4 1 Fl I n ( E ) : 1 0 4 2 . 8 8 ( 2 4 " R C P ) Fl I n ( N E ) : 1 0 4 2 . 9 2 ( 1 8 " R C P ) Fl O u t ( S ) : 1 0 4 2 . 4 2 ( 2 4 " R C P ) PR PR PRPR EX PR EX EX EX PR EXISTING PROPOSED PROPOSED EXISTING, ADJUST STRUCTURE TO MATCH PROPOSED GRADE EXISTING PROPOSED WATER CROSSING Storm 2 1035 1040 1050 -0+50 0+00 1+00 PROPOSED GRADE EXISTING GRADE St a . 0 + 2 4 . 0 0 , S t o r m 2 IN S T A L L 4 8 " S U D A S MA N H O L E ( S W - 4 0 1 ) ( S T M H - 1 0 1 ) To p : 1 0 4 6 . 4 1 St a . 0 + 3 9 . 8 9 , S t o r m 2 SE E D E T A I L C 7 . 1 ( O P E N S I D E D A R E A I N T A K E ) To p : 1 0 4 5 . 5 0 15.89 LF 18" RCP @ 0.63% Slope 15.30 LF 24" RCP @ 0.53% Slope St a . 0 + 0 8 . 7 0 , S t o r m 2 ( E X I S T I N G I N T A K E ) To p : 1 0 4 5 . 8 7 35.30 LF 24" RCP @ 2.95% Slope EXISTING PROPOSED PROPOSED Fl I n ( N ) : 1 0 4 2 . 3 4 ( 2 4 " R C P ) Fl O u t ( S ) : 1 0 4 2 . 3 4 ( 2 4 " R C P ) Fl I n ( E ) : 1 0 4 2 . 8 8 ( 2 4 " R C P ) Fl I n ( N E ) : 1 0 4 2 . 9 2 ( 1 8 " R C P ) Fl O u t ( S ) : 1 0 4 2 . 4 2 ( 2 4 " R C P ) Fl O u t ( S W ) : 1 0 4 3 . 0 2 ( 1 8 " R C P ) EX PR PR PR EX PR PROPOSED WATER CROSSING N O R T H 0 20'10' 1"=20' St o r m P l a n A n d P r o f i l e C5.0 F e b 2 2 , 2 0 2 4 - 4 : 1 7 p m C: \ U s e r s \ H o p e C a r l s o n \ S u n n y C i v i l D r o p b o x \ P r o j e c t s \ 0 2 3 - 0 1 9 \ 4 0 - D e s i g n \ A u t o C A D \ 0 4 - F i n a l \ S h e e t s \ S T R M _ 0 2 3 0 1 9 . d w g NO.DATE REVISION Sheet 40 0 E 1 7 t h S t r e e t 81 6 . 8 0 0 . 0 9 5 0 Ka n s a s C i t y , M i s s o u r i 6 4 1 0 8 ww w . r i c - c o n s u l t . c o m DRAWN BY CHECKED BY Ho p e C a r l s o n 12.01.23 01.11.243 2 11.07.231 2nd Submittal 3rd Submittal 1st Submittal SI T E P L A N 21 - 0 1 7 6 DO L L A R T R E E 10 4 5 S E A l i c e ' s R o a d , W a u k e e , D a l l a s C o u n t y , I o w a HC HC T SE A l i c e ' s R o a d Private Drive Pr i v a t e D r i v e TE L E TE L E TE L E TE L E TE L E TE L E TE L E SS SS W/ L W/ L W/ L ST STSTSTSTSTSTSTSTSTSTSTSTSTSTST FDC W/ L 0+00 1+00 2+00 2+95 Sta. 1+37.88, Storm 1 EXISTING MANHOLE (STMH-102) Top: 1048.32 Sta. 2+45.24, Storm 1 INSTALL 48" SUDAS CIRCULAR STORM SEWER MANHOLE (SW-401) (STMH-102.1) Top: 1049.95 Sta. 2+80.10, Storm 1 EXISTING INTAKE (INT-103) Top: 1049.95Sta. 0+24.00, Storm 2 INSTALL 48" SUDAS MANHOLE (SW-401) (STMH-101) Top: 1046.410+ 0 0 0+ 5 0 Sta. 0+08.70, Storm 2 (EXISTING INTAKE) Top: 1045.87 Sta. 0+39.89, Storm 2 SEE DETAIL C7.1 (OPEN SIDED AREA INTAKE) Top: 1045.50 0+00 1+00 2+00 2+ 7 5 Sta. 0+23.08, Storm 3 INSTALL NYLOPLAST 2'X3' CURB INLET Top: 1046.63 (FG) Sta. 2+51.93, Storm 3 INSTALL 12" NYLOPLAST D.B. Top: 1047.93 INSTALL NYLOPLAST 2'X3' CURB INLET Top: 1046.20 (FG) Inv: 1043.02 DAYLIGHT TO FOREBAY INSTALL RODENT GUARD Inv: 1043.00 Install 3 LF of 12" HDPE Pipe @ 0.50% Slope Connect to building downspout Connect to building downspout Existing 8" Sanitary Sewer Main Existing 8" Sanitary Sewer Main Existing 8" Sanitary Sewer Main Existing 8" Water Main Existing 24" Storm Line Existing 8" Water Main Existing 24" Storm Line Existing 8" Water Stub 24" Storm Line Detention Pond Pond Bottom Elev.: 1038.50 Existing 8" Sanitary Sewer Pipe Storm BOP: 1042.12 Water TOP: 1040.44 1.68' Clearance Existing 15" Storm Line Existing 8" Water Line Proposed 6" PVC Sanitary Sewer Proposed 6" Water Line Storm 3 1035 1040 1050 1035 1040 1050 -0+50 0+00 1+00 2+00 3+00 7.31 LF 12" HDPE Pipe @ 0.50% Slope St a . 2 + 5 1 . 9 3 , S t o r m 3 IN S T A L L 1 2 " NY L O P L A S T D . B . To p : 1 0 4 7 . 9 3 15.80 LF 12" HDPE Pipe @ 0.50% Slope Sta. 2+28.82, Storm 3 INSTALL 12" 45° HDPE BEND Top: 1045.15 Sta. 2+36.13, Storm 3 INSTALL 12" 45° HDPE BEND Top: 1045.19 195.64 LF 12" HDPE Pipe @ 0.50% Slope Sta. 0+33.17, Storm 3 INSTALL 12" 45° HDPE BEND Top: 1044.17 10.09 LF 12" HDPE Pipe @ 0.50% Slope Sta. 0+19.33, Storm 3 DAYLIGHT TO FOREBAY INSTALL RODENT GUARD Top: 1044.10 3.75 LF 12" HDPE Pipe @ 0.50% Slope St a . 0 + 2 3 . 0 8 , S t o r m 3 IN S T A L L N Y L O P L A S T 2' X 3 ' C U R B I N L E T To p : 1 0 4 6 . 6 3 Fl I n ( N E ) : 1 0 4 3 . 0 2 ( 1 2 " H D P E P i p e ) Fl O u t ( W ) : 1 0 4 3 . 0 2 ( 1 2 " H D P E P i p e ) Fl O u t ( N ) : 1 0 4 4 . 1 6 ( 1 2 " H D P E P i p e ) PR PR PR PROPOSED GRADE EXISTING GRADE PROPOSED SANITARY CROSSING Invert Out: 1043.04 N O R T H 0 20'10' 1"=20' St o r m P l a n A n d P r o f i l e C5.1 F e b 2 2 , 2 0 2 4 - 4 : 1 7 p m C: \ U s e r s \ H o p e C a r l s o n \ S u n n y C i v i l D r o p b o x \ P r o j e c t s \ 0 2 3 - 0 1 9 \ 4 0 - D e s i g n \ A u t o C A D \ 0 4 - F i n a l \ S h e e t s \ S T R M _ 0 2 3 0 1 9 . d w g NO.DATE REVISION Sheet 40 0 E 1 7 t h S t r e e t 81 6 . 8 0 0 . 0 9 5 0 Ka n s a s C i t y , M i s s o u r i 6 4 1 0 8 ww w . r i c - c o n s u l t . c o m DRAWN BY CHECKED BY Ho p e C a r l s o n 12.01.23 01.11.243 2 11.07.231 2nd Submittal 3rd Submittal 1st Submittal SI T E P L A N 21 - 0 1 7 6 DO L L A R T R E E 10 4 5 S E A l i c e ' s R o a d , W a u k e e , D a l l a s C o u n t y , I o w a TE L E TE L E TE L E TE L E TE L E TE L E TE L E SS SS W/ L W/ L W/ L ST STSTSTSTSTSTSTSTSTSTSTSTSTSTST FDC W/ L T L O C LO C LO C LO C LO C LOC LOC LOC LOC LOC LOC LOC LOC LO C LO C LO C LO C LO C LO C LOCLOCLOCLOC LOC LOC LOC LOC LOC □ □ □ □ □ □ □ □ □□□□□□□□□□□□□□□□□□□□□□□□ □ □ □ □ □ □ □ □ □ □ □ □ □□□□□ □□□□□□□□□ □ □ □ □ SE A l i c e ' s R o a d Private Drive Pr i v a t e D r i v e 33.33% SILT FENCE (TYP), SUDAS Spec 9040 INLET PROTECTION (TYP) TEMPORARY CONSTRUCTION ENTRANCE 10 4 0 10 4 5 10 5 0 10 3 9 1 0 4 1 10 4 2 10 4 3 10 4 4 10 4 6 10 4 7 10 4 7 10 4 7 10 4 8 104 9 1 0 4 5 10 4 4 1044 104 6 104 7 1049 1047 1048 1049 CONCRETE WASHOUT STABILIZED STAGING AREA EROSION CONTROL BLANKET ULTIMATE DISCHARGE LOCATION NEAREST WATER BODY = SUGAR CREEK (2.5 MILES) DUMPSTER LOCATION □ □□ □ □ □ TOPSOIL STOCKPILE LOCATION W/SILT FENCE PERIMETER CONTROL BELOW GRADE INLET PROTECTION POST CONSTRUCTION FOREBAY 10 4 7 10 4 8 1 0 4 9 POST CONSTRUCTION FOREBAY N O R T H 0 20'10' 1"=20' Er o s i o n A n d S e d i m e n t C o n t r o l P l a n C6.0 EROSION & SEDIMENT CONTROL LEGEND Temporary Construction Entrance Stabilized Staging Area Concrete Washout Limits of Disturbance Perimeter Silt Fence Inlet Protection Erosion Control Blanket Disturbed Area for Site Improvements : 1.29 Acres □□□ EROSION AND SEDIMENT CONTROL NOTES 1.All work in public easements and right-of-way and all erosion and sediment control work must comply with the 2023 edition of SUDAS and 2023 edition of Waukee Standard Specifications for Public Improvements. If any of the general notes conflict with the Standard Specifications for Public Improvements, the Cities standards shall override. 2.The contractor shall provide all materials, tools, equipment, and labor as necessary to install and maintain adequate erosion and sediment control, keep the streets clean of mud and debris, and prevent soil from leaving the project site. The contractor's erosion and sediment control measures shall conform to the 2023 edition of SUDAS and 2023 edition of Waukee Standard Specifications for Public Improvements. 3.Erosion and sediment control plan modifications shall be required if the plan fails to substantially control erosion and offsite sedimentation. 4.The contractor shall be responsible for maintaining erosion and sediment and erosion control devices and removing sediment until a minimum of 70% of permanent vegetation has become stabilized and established. Erosion and sediment control devices shall remain in place until the 70% established vegetation is met, or the duration of the project, whichever is the later date. 5.Exposed and eroded areas should be established in temporary vegetation if not built on within fourteen (14) days. This seeding should be done immediately following rough grading. 6.Install "J' Hooks on silt fence every 100 LF 7.Contractor to install all Phase I erosion and sediment control devices prior to construction. 8.Permanent vegetation should be established immediately upon completion of final grading on all areas where this is applicable. 9.Topsoil replacement shall be 8" thick. 10.Silt fence to be installed in accordance with 2023 edition of SUDAS and 2023 edition of Waukee Standard Specifications for Public Improvements. 11.Refer to IDNR Spill Guide for good housekeeping and spill measures. 12.Continuously remove all slurry or residue resulting from sawcutting/grinding operations with a well-maintained vacuum system and remove from the project limits. Ensure residue from grinding operations does not flow across lanes occupied by traffic or into gutters, storm sewers, ditches, or other drainage facilities. 13.Debris spilled onto the street will be picked up by the end of the work day and prior to a rain event. 14.The Contractor shall inspect disturbed areas of the construction site that have not been stabilized with a perennial, vegetative cover of sufficient density to preclude erosion at least once every seven (7) calendar days. Unless erosion is evident or other conditions warrant them, regular inspections are not required on areas that have been stabilized with a perennial, vegetative cover of sufficient density to preclude erosion. 15.The Contractor shall repair damage, clean out sediment, and add additional erosion and sediment control devices as needed, as soon as practicable, after inspection. If these changes at the construction site within 72 hours of the inspection is impracticable, the permittee shall document in the SWPPP why it is impracticable and indicate an estimated date by which the changes will be made. 16.Any storm water pollution prevention measures identified in the SWPPP shall be revised at the construction site as appropriate after the inspection and added to the SWPPP within seven (7) calendar days. The Contractor shall also inspect and assure that all sediment control devices are in working condition prior to any forecasted rainfall. 17.All National Pollution Discharge Elimination System (NDPES) standards shall be met. Contractor required to obtain GP#2 authorization from IDNR and City of Waukee COSESCO permit prior to grading on-site. 3.TOPSOIL: Prior to the start of grading, the contractor shall strip all topsoil from areas to be graded and stockpile at a location on or adjacent to the site as directed by the owner. At completion of grading operations and related construction, the contractor will be responsible for redistribution of topsoil over all areas disturbed by the construction activities. Topsoil shall be placed to a minimum depth of eight inches (8") and in accordance with specifications for landscaping. Subgrade below turf areas shall have a minimum 6" depth of soil free of rock larger than 3". 8.SODDING: All areas disturbed by earthwork operations, including the right-of-way, shall be sodded. WRITTEN SEQUENCING 1.Implement Pre-Construction Plan: 2.All temporary structural BMP's shown on the BMP plan must be in place before any site disturbance. Clearing necessary to place temporary structural BMP's is the minimum required for installation. Coordinate clearing necessary to place temporary structural BMP's with local weather forecast so that clearing and placement may be completed within a forecast dry period. Stabilize all disturbed areas after sediment controls are installed to meet GP#2 requirements. Temporary Barrier Fence shall be in Place, around areas not to be disturbed, prior to any construction activities. 3.Clear and Stabilize Work Areas: Grade contractor areas and place all-weather surface on contractor areas. 4.Clearing and Grubbing: After Phase I BMP's are installed, contractor may clear, grub, and demo required areas as necessary. Grading Legend Existing Major Contour Existing Minor Contour Proposed Major Contour Proposed Minor Contour Limits of Construction F e b 2 2 , 2 0 2 4 - 4 : 1 7 p m C: \ U s e r s \ H o p e C a r l s o n \ S u n n y C i v i l D r o p b o x \ P r o j e c t s \ 0 2 3 - 0 1 9 \ 4 0 - D e s i g n \ A u t o C A D \ 0 4 - F i n a l \ S h e e t s \ E R C _ 0 2 3 0 1 9 . d w g NO.DATE REVISION Sheet 40 0 E 1 7 t h S t r e e t 81 6 . 8 0 0 . 0 9 5 0 Ka n s a s C i t y , M i s s o u r i 6 4 1 0 8 ww w . r i c - c o n s u l t . c o m DRAWN BY CHECKED BY Ho p e C a r l s o n 12.01.23 01.11.243 2 11.07.231 2nd Submittal 3rd Submittal 1st Submittal SI T E P L A N 21 - 0 1 7 6 DO L L A R T R E E 10 4 5 S E A l i c e ' s R o a d , W a u k e e , D a l l a s C o u n t y , I o w a Area of Disturbance: 56,280 SF (1.29 AC) QUANTITY / SPEC TABLE CONTROL MEASURES UNIT QUANTITY SPEC CONCRETE WASHOUT EA 1 SUDAS 11.050 INLET PROTECTION LF 96 SILT FENCE LF 750 STABILIZED STAGING AREA SY 90 VEHICLE TRACKING CONTROL EA 1 SUDAS 9040.12 EROSION CONTROL BLANKET SF 12263 SUDAS 9040, TYPE 1.B LOC SITE DATA OPEN SPACE REQUIRED 20% PROVIDED 31% BUILDING COVERAGE 10,000 SF (17%) LANDSCAPE COVERAGE 18,812 SF (31%) PARKING/DRIVE/SIDEWALK COVERAGE 31,235 SF (52%) TOTAL IMPERVIOUS AREA 18,812 SF (31%) TOTAL AREA 60,047 SF (100%) TYPE 4 (URBAN TEMPORARY EROSION CONTROL MIXTURE) COMMON NAME APPLICATION RATE LB/ACRE SPRING - MARCH 1 - MAY 20 ANNUAL RYEGRASS 40 OATS 65 SUMMER - MAY 21 - AUGUST 14 ANNUAL RYEGRASS 50 OATS 95 FALL - AUGUST 15 - SEPTEMBER 30 ANNUAL RYEGRASS 40 GRAIN RYE 65 Maintenance Plan Detention Basin: 1.Inspect the EDB at least twice annually, observing the amount of sediment in the forebay and checking for debris at the outlet structure. 2.Remove debris and litter from the detention area as required to minimize clogging of the outlet. 3.When starting from sod, mow grasses only when required to deter weeds during the first three years. Following this period, mowing of grasses may stop or be reduced to maintain a height of no less than 6 inches. 4.Aeration should be performed at least once per year when the ground is not frozen. Water turf thoroughly prior to aeration. Mark sprinkler heads and shallow utilities to ensure those lines will not be damaged. Forebay: 1.Remove sediment from the forebay annually. The required frequency of sediment removal in the forebay may be as often as after each storm event if portions of the watershed are not developed. The forebay should be maintained in such a way that it does not provide a significant source of resuspended sediment in the stormwater runoff. Landscaping Area : 0.43 Acres SECT A · · · · · · · N O R T H 0 20'10' 1"=20' De t a i l s C7.0 F e b 2 2 , 2 0 2 4 - 4 : 2 3 p m C: \ U s e r s \ H o p e C a r l s o n \ S u n n y C i v i l D r o p b o x \ P r o j e c t s \ 0 2 3 - 0 1 9 \ 4 0 - D e s i g n \ A u t o C A D \ 0 4 - F i n a l \ S h e e t s \ E R C _ 0 2 3 0 1 9 . d w g NO.DATE REVISION Sheet 40 0 E 1 7 t h S t r e e t 81 6 . 8 0 0 . 0 9 5 0 Ka n s a s C i t y , M i s s o u r i 6 4 1 0 8 ww w . r i c - c o n s u l t . c o m DRAWN BY CHECKED BY Ho p e C a r l s o n 12.01.23 01.11.243 2 11.07.231 2nd Submittal 3rd Submittal 1st Submittal SI T E P L A N 21 - 0 1 7 6 DO L L A R T R E E 10 4 5 S E A l i c e ' s R o a d , W a u k e e , D a l l a s C o u n t y , I o w a Fill & Crown Smooth w/ 3000 PSI Concrete 6" ɸ Steel Pipe Galv, Bollard (Paint) See Site Plan for Location Finish Top of Concrete Footing. Smooth and Flush with Pavement or Grade (See Site Plan) Sealant Concrete Pier #4 Bars x 1'-2" Lg. Thru Pipe Ea. Way 1'-6"ɸ 4" 4'-0" 3'-6" Slope BOLLARD DETAIL Not to Scale 9'-0"9'-0"9'-0"Accessible Wheelchair Marking Van Accessible Parking Sign (To Be Used Only At Designated Van Spaces) Accessible Parking Sign (Typical Each Space. To Be Placed on Post ) 1' Typ. if on Post 18'-0" Accessible Parking Symbol Concrete Sidewalk Turndown Nose (See Detail this Sheet) Taper Curb With Ramp Zero Height Curb Detectable Warning Surface Note: Accessible Parking Symbol and Signage Shall Comply with the Applicable Recommendations of the Manual of Uniform Traffic Control Devices (MUTCD) 1:12 Max (V:H) 1:12 Max (V:H) 6'9'6' ACCESSIBLE PARKING DETAIL Not to Scale RESERVED VAN ACCESSIBLE 8" Diameter Concrete Footing TS 2"x2"x1/4" Post Single Faced Post & Panel- Non Illuminated SIGN POLE NOTE Center the Sign at 5 Feet Above the Parking Surface at the Head of the Parking Space Traffic Control Signs Mounted a Min. of 60" Above Immediate Grades Sign Panel Internal Bracing (Shown Dashed) White Barrier-Free Logo 1'-0" 1'-6" Se e S i g n P o l e N o t e 2'-0" N.T.S. 4 1/2" ACCESSIBLE SIGNAGE Not to Scale CONCRETE PARKING BLOCK DETAIL Not to Scale 6" (Min) Top of Reinforced Bar Flush with Top of Concrete 12" 12" 6'-0"3 4" to 1" 7 8" Dia. Hole3 4" Reinforcing Bar Embedded 18" into Subgrade 3 4" Reinforcing Bar Embedded 18" into Subgrade 5-5/8" (Min) 5" (Min) 1" Note: Parking Blocks shall be colored as required to meet all local & state codes. Parking Blocks shall be centered within the parking space as required by all local & state codes. 2 #4 Bars Continuous CLEANOUT Not to Scale TEE ORIENTATION/RISER Not to Scale Baffle Detail 0.67' 2.00' 0.67' 4.00' DOWNSPOUT CONNECTION DETAIL Not to Scale N O R T H 0 20'10' 1"=20' De t a i l s C7.1 F e b 2 2 , 2 0 2 4 - 4 : 1 7 p m C: \ U s e r s \ H o p e C a r l s o n \ S u n n y C i v i l D r o p b o x \ P r o j e c t s \ 0 2 3 - 0 1 9 \ 4 0 - D e s i g n \ A u t o C A D \ 0 4 - F i n a l \ S h e e t s \ E R C _ 0 2 3 0 1 9 . d w g NO.DATE REVISION Sheet 40 0 E 1 7 t h S t r e e t 81 6 . 8 0 0 . 0 9 5 0 Ka n s a s C i t y , M i s s o u r i 6 4 1 0 8 ww w . r i c - c o n s u l t . c o m DRAWN BY CHECKED BY Ho p e C a r l s o n 12.01.23 01.11.243 2 11.07.231 2nd Submittal 3rd Submittal 1st Submittal SI T E P L A N 21 - 0 1 7 6 DO L L A R T R E E 10 4 5 S E A l i c e ' s R o a d , W a u k e e , D a l l a s C o u n t y , I o w a HC HC T SE A L I C E ' S R O A D (1 3 0 ' P U B L I C R . O . W . ) PRIVATE ROAD 1 GI JC 6 AM 4 JC 3 JC 3 JC 10 AM 3 GBP 2 GI 1 GBP 2 JH3 4 JH3 2 3 AM 3 JC 3 AM 3 JC 3 AM 3 JC 3 AM 3 JC GI 1 MX 1 MX 1 GI 1 La n d s c a p e P l a n Co n s t r u c t i o n D o c u m e n t s 21 - 0 1 7 6 - 3 1 Do l l a r T r e e Wa u k e e , D a l l a s C o u n t y , I o w a L01 13 2 A b b i e A v e n u e 91 3 . 3 1 7 . 9 5 0 0 Ka n s a s C i t y , K a n s a s 6 6 1 0 3 ww w . r i c - c o n s u l t . c o m WI C e r t i f i c a t e o f A u t h o r i t y : R0 6 8 9 1 8 J a n 0 4 , 2 0 2 4 - 5 : 1 9 p m Z: \ R I C D e s i g n \ 2 0 2 1 \ 2 1 - 0 1 7 6 \ 3 1 - W a u k e e \ D w g \ S h e e t s \ C D \ 2 1 - 0 1 7 6 - 3 1 C D - L N D - 0 1 . d w g al e m k e n Sheet NO.DATE REVISION DRAWN BY CHECKED BY AF AL 3 x ROOT BALL DIA. PRUNE OUT ANY DEAD OR BROKEN BRANCHES AND REMOVE DEBRIS FROM SITE. SECURE TREE TO STAKES WITH STRAPS (RE: SPECS). STRAPS SHALL BE LOOSE ENOUGH TO ALLOW SOME MOVEMENT OF THE TRUNK WITH THE WIND MIN. 6' LONG STEEL STAKES SECURED INTO UNDISTURBED SOIL. PLACE NORTH AND SOUTH OF TREE. SET TREE WITH TOP OF ROOT BALL FLUSH WITH GRADE. TRUNK FLARE MUST BE VISIBLE AT THE TOP OF ROOT BALL. REMOVE EXCESS SOIL TO TOP OF LATERAL ROOTS. 3" MULCH PER SPECIFICATIONS. DO NOT PLACE ON TRUNK OR TRUNK FLARE. BERM AT OUTER EDGES OF RING TO CREATE A SAUCER FORM. REMOVE TWINE AND CAGE FROM ROOT BALL AND TRUNK. PEEL AND REMOVE BURLAP FROM TO 1/3 OF THE ROOT BALL. PLANTING HOLE SHALL BE AT LEAST 3 TIMES WIDER THAN THE SPREAD OF ITS ROOTS, BUT NO DEEPER. PLACE ROOT BALL ON UNDISTURBED SOIL WITH ROOT FLARE EVEN WITH OR 1" ABOVE GRADE. SCARIFY SIDES AND BOTTOM OF PIT. AMEND SOIL ACCORDING TO SPECIFICATIONS. NOTES: 1.TREES THAT DO NOT MEET THE SIZE REQUIREMENT WILL BE REJECTED 2.TREES SHALL BE INSPECTED BY OWNERS REPRESENTATIVE PRIOR TO INSTALLATION. SECTION 8" MIN. HARDWOOD MULCH AS SPECIFIED LANDSCAPING; RE: PLAN & DETAILS VARIES 8" V-CUT NATURAL EDGING WITH MULCH BACKFILL LIMIT OF PLANT BED AS SHOWN IN PLAN LAWN AREA; RE: SPECIFICATIONS NOTES: 1.CONTRACTOR SHALL LOCATE AND MARK ALL PLANTBED LOCATIONS PRIOR TO EXCAVATING FOR FINAL APPROVAL BY OWNER OR LANDSCAPE DESIGNER. DECIDUOUS TREE PLANTING DETAIL - NTSV-CUT NATURAL EDGE DETAIL - NTS Free StandingAgainst Wall Clustered BoxesFree Standing Transformer TYPICAL UTILITY BOX SCREENING DETAILS - NTS Small Box UTILITY BOXES SHALL BE CLUSTERED AS MUCH AS POSSIBLE 2 x CONTAINER DIA. PRUNE OUT ANY DEAD OR BROKEN BRANCHES. CUT ANY GIRDLING ROOTS OFF CLOSE TO THE CROWN. PRY LONG ROOTS OUT TO DIRECT INTO NEW SOIL INSTALL 3" OF HARDWOOD MULCH THROUGHOUT PLANTING BED. LEAVE A 6" BARE CIRCLE AT BASE OF PLANTPLACE SHRUB SO CROWN IS AT SOIL LEVEL FILL PLANTING HOLE WITH AMENDED SOIL MIX ACCORDING TO SPECIFICATIONS. CONSTRUCT RING AROUND PLANTED SHRUB TO FORM SAUCER SCARIFY PIT BOTTOM (MIN. 6") NOTES: 1.REFER TO SPECIFICATIONS FOR TOPSOIL BACKFILL MIX. 2.CONTRACTOR TO WATER THOROUGHLY AFTER PLANTING 3.INSTALLATION TO BE IN ACCORDANCE WITH PLANTING SPECIFICATIONS 4.WHERE ADJACENT TO CURB, MAINTAIN THE MINIMUM OFFSET SHOWN. FOR SHRUBS LARGER THAN 4' MATURE DIAMETER, PROVIDE A GREATER OFFSET EQUAL TO 1/2 OF THE MATURE DIAMETER MINIMUM. 6" SECTION SHRUB PLANTING DETAIL - NTS PROVIDE MULCH CONTAINMENT EDGE ADJACENT TO HARDSCAPE; RE: DETAIL 4' MIN. CURB, WHERE APPLICABLE; MAINTAIN A MINIMUM OF 4' TO CENTER OF ROOTBALL FROM BACK OF CURB PE R P L A N S 8" MINSIDEWALK OR HARDSCAPE SURFACE TRENCH EDGE AROUND PLANTING BEDS; BACKFILL WITH HARDWOOD MULCH AS SPECIFIED LANDSCAPING AS SPECIFIED NOTES: 1.TRENCH ALL EDGES ADJACENT TO SIDEWALK OR OTHER HARDSCAPE SURFACES FOR MULCH CONTAINMENT. HARDWOOD MULCH AS SPECIFIED SECTION MULCH CONTAINMENT DETAIL - NTS LANDSCAPE CALCULATIONS Zoning: C-1 COMMUNITY AND HIGHWAY SERVICE COMMERCIAL Open Space Required: Min. 20% of total site shall be designated open space; sidewalks shall not count toward open space requirements Provided: 60,062 sf * 20% = 12,013 sf open space General Tree Requirements Required: 1 tree + 1 shrub / 1,000 sf required open space; 12,013 sf open space = 12 trees + 12 shrubs Provided: 16 trees + 16 shrubs Off-Street Parking Areas Required: All landscaped islands shall be planted with 1 tree + the entire landscape island shall be covered with plant materials, lawn, or mulches; the setback between the parking area and ROW shall be landscaped with min. 1 tree / 40' frontage, excluding driveways (this requirement shall be included in the minimum number of trees required for the site and is not in addition to) Required: 1 tree / island; West Perimeter (127') = 4 trees South Perimeter (64') = 2 trees Provided: West Perimeter (127') = 4 trees South Perimeter (64') = 2 trees Buffers and Screening Required: N/A adjacent to Commercial Restoration with Sod Required: All disturbed land shall be restored with sod unless specifically approved otherwise Provided: As required LANDSCAPE NOTES 1.LOCATE UTILITIES PRIOR TO COMMENCING LANDSCAPE OPERATIONS. ALL TREES SHALL BE FIELD POSITIONED AS TO AVOID CONFLICTS WITH EXISTING AND PROPOSED UTILITIES. NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICTS OR OBSTRUCTIONS. 2.CONTRACTOR SHALL STAKE ALL PLANTING AREAS IN THE FIELD PRIOR TO PLANTING FOR APPROVAL OF THE OWNER OR THEIR REPRESENTATIVE. 3.QUANTITIES SHOWN ARE FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL PLANT QUANTITIES PRIOR TO BIDDING AND SHALL BE RESPONSIBLE FOR ALL QUANTITIES FOR THEIR BID. ANY DISCREPANCIES WITH THE PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE PLAN QUANTITIES SHALL SUPERCEDE SCHEDULED QUANTITIES. 4.ALL PLANT MATERIAL SHALL BE SPECIMEN QUALITY AND SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 THE 'AMERICAN STANDARD FOR NURSERY STOCK'. 5.ALL PLANTING BEDS & NATIVE GRASS STANDS SHALL BE EDGED AS SHOWN IN PLAN. 6.PREPARE PLANTING BEDS AND INCORPORATE AMENDMENTS ACCORDING TO PLANS. 7.SHREDDED HARDWOOD MULCH, PER SPECIFICATIONS SHALL BE USED AS A THREE INCH (3") TOP DRESSING IN ALL PLANTING BEDS AND AROUND ALL TREES. SINGLE TREES AND SHRUBS SHALL BE MULCHED TO THE OUTSIDE EDGE OF THE SAUCER OR LANDSCAPE ISLAND. 8.ALL TREES SHALL BE STAKED PER DETAIL. 9.ALL PLANT MATERIAL SHALL BE INSTALLED TO ALLOW A ONE FOOT (1') CLEARANCE BETWEEN PLANT AND ADJACENT PAVEMENT. 10.THE LANDSCAPE CONTRACTOR SHALL NOT COMMENCE WORK UNTIL THE SITE IS FREE OF DEBRIS CAUSED BY ON-GOING CONSTRUCTION OPERATIONS. REMOVAL OF DEBRIS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. LANDSCAPE WORK SHALL NOT BEGIN UNTIL THE LANDSCAPE ARCHITECT AND OWNER HAVE GIVEN WRITTEN APPROVAL FOR SUCH. THERE SHALL BE NO DELAYS DUE TO LACK OF COORDINATION FOR THIS ACTIVITY. 11.THE LANDSCAPE ARCHITECT AND OWNER SHALL APPROVE GRADES AND CONDITION OF SITE PRIOR TO SODDING/SEEDING OPERATIONS. 12.ALL AREAS DISTURBED DURING CONSTRUCTION AND NOT DESIGNATED FOR OTHER PLANTINGS OR HARDSCAPE SHALL BE SODDED WITH TURF TYPE FESCUE. 13.CONTRACTOR SHALL PROVIDE AN AUTOMATIC IRRIGATION SYSTEM FOR ALL SEEDED AREAS PER THE OWNER'S DIRECTION. CONTRACTOR SHALL SUBMIT SHOP DRAWING OF PROPOSED IRRIGATION SYSTEM AND COVERAGE AREAS FOR OWNER APPROVAL PRIOR TO INSTALLATION. IRRIGATION SYSTEM SHALL PROVIDE FOR THE CONTROLLER, WEATHER SENSOR, AND REQUIRED BACKFLOW DEVICES PER STATE AND LOCAL CODES. 14.OVERSTORY DECIDUOUS TREES SHALL BE NO SHORTER THAN 8 FEET AT TIME OF PLANTING; ORNAMENTAL AND EVERGREEN TREES SHALL BE NO SHORTER THAN 6 FEET AT TIME OF PLANTING. 15.ALL DECORATIVE GRAVEL SHALL BE INSTALLED OVER GEOTEXTILE FABRIC (MIRAFI 140N OR APPROVED EQUAL). Turfgrass shall extend to limits of disturbance - TYP. RE: Landscape Notes Proposed Building 10,000 SF RE: Arch Proposed Transformer RE: Civil Proposed Detention Basin RE: Civil Proposed Monument Sign (By Others) N O R T H 0 20'10' 1"=20' N O R T H 0 20'10' 1"=20' PER PLANS SECTION WALL; RE: CIVIL PLANS 6" MIN DEPTH, WASHED RIVER ROCK, NOMINAL SIZE 1"-3". CONTRACTOR SHALL SUBMIT SAMPLE FOR APPROVAL. PAVEMENT NOTES: 1.GRAVEL SHALL BE APPROVED BY OWNER PRIOR TO INSTALLATION. FILTER FABRIC SHALL NOT BE VISIBLE AFTER GRAVEL INSTALLATION. 2.ALL GRAVEL SHALL BE INSTALLED OVER A GEOTEXTILE FABRIC (MIRAFI 140N OR APPROVED EQUAL) PER THE DETAIL. MI N . 6 " GEOTEXTILE FABRIC AS SPECIFIED; TURN EDGES UP AT CORNERS DECORATIVE GRAVEL DETAIL - NTS SYMBOL CODE BOTANICAL / COMMON NAME SIZE QTY TREES GBP Ginkgo biloba `Princeton Sentry` / Princeton Sentry Ginkgo B&B, 2" Cal.4 GI Gleditsia triacanthos inermis 'Skycole' TM / Skyline Honey Locust B&B, 2" Cal.4 EVERGREEN JH3 Juniperus virginiana `Hillspire` / Hillspire Juniper B&B. 6` Ht. Min.6 ORNAMENTAL MX Malus x `Spring Snow` / Spring Snow Crab Apple B&B, 1.5" Cal.2 SHRUBS AM Aronia melanocarpa `Morton` TM / Iroquis Beauty Black Chokeberry 5 Gal.19 JC Juniperus chinensis `Gold Lace` / Gold Lace Juniper 5 Gal.34 GROUND COVERS TF3 Turfgrass Sod Fescue Mix; RE: Notes / Fescue Sod SOD 17,893 sf PLANT SCHEDULE Private Road SE A l i c e ' s R o a d GROUNDCOVER NOTES 1.SODDING SHALL OCCUR AS REQUIRED BY THE SPECIFICATIONS. 2.GRADED AREAS SHALL PROVIDE A SMOOTH UNIFORM SLOPE, FREE FROM RILLS AND GULLEYS. 3.THE TOP FOUR INCHES OF SOIL SHALL BE FERTILE SOIL SUITABLE FOR GROWTH. 4.PRIOR TO GROUNDCOVER APPLICATION, CONTRACTOR SHALL LOOSEN ALL SOILS TO A DEPTH OF ONE INCH. THE AREA SHALL BE RAKED FREE OF ALL ROCKS AND DEBRIS ACCORDING TO THE SPECIFICATIONS. 5.ALL TRM SHOWN ON THE PLANS SHALL BE CONSIDERED CONCEPTUAL, CONTRACTOR TO VERIFY AND INSTALL ON ALL SLOPES EXCEEDING 4:1 AFTER FINAL GRADING IS ESTABLISHED. 6.ALL TRM AREAS SHALL BE DRAGGED OR RAKED BEFORE BEING COVERED WITH THE SPECIFIED TRM. MAT SHALL BE PLACED PRIOR TO EXPOSURE TO ADVERSE WEATHER. 7.THE CONTRACTOR MUST PROVIDE THE OWNER'S REPRESENTATIVE DOCUMENTATION FROM THE SUPPLIER THAT EACH LOT OF SOD MEETS OR EXCEEDS THE SPECIFIED STANDARD. 8.ALL SOD MUST MEET ALL REQUIREMENTS ESTABLISHED BY THE STATE DEPARTMENT OF AGRICULTURE. 9.AFTER COMPLETION OF WORK, CONTRACTOR SHALL WATER SODDED AREAS DAILY. FULLY SATURATING THE UNDERLYING MAT. CONTRACTOR SHALL CONTINUE WATERING UNTIL PLANT ESTABLISHMENT HAS OCCURRED OR BY NOTIFICATION FROM LANDSCAPE ARCHITECT. NOT WATERING DUE TO RAIN EVENT SHALL BE DOCUMENTED AND APPROVED BY THE GENERAL CONTRACTOR. WATERING LOGS SHALL BE SUPPLIED TO THE OWNER OR ENGINEER. Property Line Property Line Property Line Property Line Proposed Trash Enclosure RE: Arch V-Cut Edging - TYP. RE: Landscape Details Proposed Retaining Wall RE: Civil Decorative Gravel RE: Detail / Notes HC HC T W/ L W/ L W/ L W/ L W/ L N O R T H 0 20'10' 1"=20' Ir r i g a t i o n C o v e r a g e P l a n Co n s t r u c t i o n D o c u m e n t s 21 - 0 1 7 6 - 3 1 Do l l a r T r e e Wa u k e e , D a l l a s C o u n t y , I o w a L02 13 2 A b b i e A v e n u e 91 3 . 3 1 7 . 9 5 0 0 Ka n s a s C i t y , K a n s a s 6 6 1 0 3 ww w . r i c - c o n s u l t . c o m WI C e r t i f i c a t e o f A u t h o r i t y : R0 6 8 9 1 8 J a n 0 4 , 2 0 2 4 - 5 : 1 9 p m Z: \ R I C D e s i g n \ 2 0 2 1 \ 2 1 - 0 1 7 6 \ 3 1 - W a u k e e \ D w g \ S h e e t s \ C D \ 2 1 - 0 1 7 6 - 3 1 C D - L N D - 0 1 . d w g al e m k e n Sheet NO.DATE REVISION DRAWN BY CHECKED BY AF AL N O R T H 0 20'10' 1"=20' Proposed Building 10,000 SF RE: Arch Irrigation Sleeve - TYP. RE: Detail / Notes, this sheet NOTE: Final extents of irrigation coverage shall be approved by the Owner prior to bidding - TYP. LEGEND Irrigation Sleeve Spray Irrigation Area PVC MAINLINE 4"Ø SCHEDULE 80 PVC FOR PIPING AND 2"Ø SCHEDULE 80 PVC FOR IRRIGATION CONTROL WIRING. SLEEVES ALWAYS INSTALLED AS PAIRS WRAP END OF SLEEVE COATED CONDUCTIVE TAPE (THREE TURNS MIN) FOR FUTURE LOCATION FINISHED GRADE EXTEND SLEEVE 12" BEYOND EDGE OF PAVEMENT COMPACTED NATIVE SOIL IMBED SLEEVE 4", ALL SIDES, 3 4" CLEAN AGGREGATE FILL 4" M I N . 4" M I N . 12 " PAVEMENT SUBBASE PAVEMENT IRRIGATION SLEEVE DETAIL - NTS IRRIGATION NOTES 1.IRRIGATION SHALL BE PROVIDED THROUGHOUT THE LIMITS SHOWN. 2.IRRIGATION CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATION OF ALL UTILITIES AND MAKING NECESSARY ADJUSTMENTS TO THE IRRIGATION SYSTEM TO ACCOMMODATE THE INFRASTRUCTURE. 3.IRRIGATION CONTRACTOR SHALL COORDINATE SLEEVE INSTALLATION TO OCCUR PRIOR TO CONSTRUCTION OF PAVEMENT, WALL OR OTHER SURFACE IMPROVEMENTS. 4.IRRIGATION CONTRACTOR SHALL DESIGN AND PROVIDE A WORKING IRRIGATION SYSTEM BASED ON THE AVAILABLE PRESSURE. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO VERIFY AVAILABLE PRESSURE PRIOR TO SYSTEM DESIGN. IRRIGATION SYSTEM SHALL BE COMPLETE IN EVERY RESPECT AND READY FOR OPERATION AS SATISFACTORY TO CONTRACT. 5.IRRIGATION PIPING FLOW VELOCITY SHALL NOT EXCEED 5 FEET PER SECOND. 6.IRRIGATION SYSTEM STATIC PRESSURE RANGE SHALL NOT VARY BY MORE THAN 10%. 7.IRRIGATION CONTRACTOR SHALL DESIGN SYSTEM LATERAL PIPING TO LIMIT PRESSURE DROPS TO LESS THAN 20% OF THE AVERAGE SPRINKLER OPERATING PRESSURE. 8.IRRIGATION CONTRACTOR SHALL INSTALL HEADS AND NOZZLE TYPES OF THE SAME MANUFACTURER AND PRESSURE RATING WITHIN THE SAME IRRIGATION ZONE. 9.IRRIGATION CONTRACTOR SHALL ZONE THE IRRIGATION SYSTEM ACCORDING TO MICROCLIMATES AND PLANT WATER REQUIREMENTS. ZONE TURF, TREE AND PLANT BED AREAS SEPARATELY. 10.DESIGN IRRIGATION SYSTEMS TO AVOID OVER SPRAY, AVOID SPRAY BLOCKAGE FROM ADJACENT ABOVE GROUND UTILITIES AND AVOID MISTING FROM EXCESSIVE PRESSURE. 11.IRRIGATION CONTRACTOR SHALL DESIGN ALL SPRINKLER LAYOUTS FOR OVERLAPPING HEAD TO HEAD COVERAGE. DESIGN ALL SPRINKLER LAYOUTS AT 45% OF MANUFACTURER DIAMETER. 12.IRRIGATION CONTRACTOR SHALL PROVIDE QUICK COUPLER VALVES ALONG THE MAINLINE AT 200' ON-CENTER. QUICK COUPLER VALVES SHALL BE PLACED ON A SINGLE SEPARATE ZONE. 13.IRRIGATION CONTRACTOR SHALL PROVIDE FOR A MASTER CONTROL VALVE 14.IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND INSTALLING POC, BACKFLOW DEVICE AND GATE VALVES. 15.WHEN EXISTING IRRIGATION SYSTEM IS PRESENT, IRRIGATION CONTRACTOR SHALL MODIFY EXISTING SPRINKLER HEADS & NOZZELS TO AVOID OVERSPRAY ONTO NEW CONSTRUCTION. REPOSITION EXISTING HEADS AS NECESSARY TO ACHIEVE HEAD TO HEAD COVERAGE. 16.IRRIGATION CONTRACTOR SHALL DESIGN THE IRRIGATION SYSTEM SO THAT PRECIPITATION RATES DO NOT EXCEED INFILTRATION RATES. 17.IRRIGATION CONTRACTOR TO PROVIDE A MINIMUM OF TWO SPARE CONTROL WIRES TO ALL REMOTE MAINLINE LEGS. 18.IRRIGATION CONTRACTOR SHALL DESIGN MAINLINE FLOW BASED UPON THE LARGEST ZONE GPM COMBINED WITH A SINGLE QUICK COUPLER AT 20 GPM. DESIGN ZONES FOR FULL RATED WORKING PRESSURE FOR THE SELECTED WATER DELIVERY MEDIA WITH AT LEAST ONE QUICK COUPLER AT 20 GPM OPERATING SIMULTANEOUSLY. 19.LOCATE VALVE BOXES, VALVES AND QUICK COUPLER VALVES IN BEDS AND TURF AREAS AT LEAST 36 INCHES FROM HARDSCAPE EDGES. 20.WHEN EXISTING IRRIGATION SYSTEM IS PRESENT, IRRIGATION CONTRACTOR SHALL VERIFY CONDITION OF EXISTING SYSTEM PRIOR TO BIDDING. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTIONS TO EXISTING SYSTEM AND SHALL PROVIDE FOR A WORKING SYSTEM FOR BOTH NEW AND EXISTING WITHIN THE LIMITS OF WORK. 21.IRRIGATION CONTRACTOR SHALL PROVIDE AN AUTOMATIC CONTROLLER WITH ENOUGH ZONES TO ADEQUATELY COVER ALL PROPOSED ZONES & A MINIMUM OF 20% ADDITIONAL ZONES FOR FUTURE EXPANSIONS. CONTROLLER SHALL BE CAPABLE OF UTILIZING A RAIN SENSOR. 22.IRRIGATION CONTRACTOR SHALL PROVIDE A RAIN SENSOR FOR AUTOMATIC SHUT OFF. 23.IRRIGATION CONTRACTOR SHALL PROVIDE SYSTEM DESIGN DRAWINGS SHOWING ALL WORK PROPOSED PRIOR TO CONSTRUCTION, FOR OWNER APPROVAL. 24.IRRIGATION CONTRACTOR SHALL DOCUMENT FINAL LAYOUT OF BOTH NEW AND EXISTING IRRIGATION SYSTEMS IN AN AS-BUILT DRAWING AND SUBMIT TO OWNER FOR FINAL RECORD. 25.DRAWINGS AND SPECIFICATIONS DO NOT INDICATE OR DESCRIBE TOTAL WORK REQUIRED FOR COMPLETION OF WORK AND MAY NOT COVER SOME CONDITIONS WHICH MAY BE REQUIRED. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A WORKING IRRIGATION SYSTEM TO SUSTAIN PLANT LIFE PER SITE CONDITIONS. SLEEVE NOTES 1.IRRIGATION SLEEVES SHALL BE INSTALLED AS A PAIR OF SLEEVES AT EACH LOCATION AND SHALL BE INSTALLED BENEATH PROPOSED ROADWAY AND PARKING AREAS PRIOR TO BEGINNING SURFACE CONSTRUCTION. 2.PIPE SLEEVE TO BE 4"Ø SCHEDULE 80 PVC FOR PIPING AND 2"Ø SCHEDULE 80 PVC FOR IRRIGATION CONTROL WIRING. 3.IMBED PIPE 4", ALL SIDES, WITH 3 4" CLEAN AGGREGATE FILL. ALLOW 48 HOURS TO SETTLE; BACKFILL & COMPACT WITH NATIVE SOIL. 4.MINIMUM TRENCH WIDTH TO BE 12". 5.CONTRACTOR SHALL INSTALL IRRIGATION SLEEVES IN ACCORDANCE WITH APPLICABLE STATE PLUMBING CODES AND LOCAL JURISDICTIONAL UTILITY AND WATER MANAGEMENT DISTRICT REGULATIONS. 6.CONTRACTOR SHALL MARK ALL SLEEVE LOCATIONS AT EACH END TO AID FUTURE IRRIGATION INSTALLATION. CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING ALL SLEEVE LOCATIONS AND MARKERS DURING THE CONSTRUCTION PERIOD. 7.COATED CONDUCTIVE TAPE SHALL BE INSTALLED DIRECTLY ABOVE THE SLEEVE AND SHALL BE PRE-PRINTED WITH REPEATED WARNINGS: "CAUTION WATER LINE BURIED BELOW", OR AS OTHERWISE APPROVED BY THE PROJECT ENGINEER. 8.SLEEVES ARE ALWAYS INSTALLED AS A PAIR. SE A l i c e ' s R o a d Private Road Point of ConnectionPOC POC POC + RPZ located in building RE: MEP La w n S p e c i f i c a t i o n s Co n s t r u c t i o n D o c u m e n t s 21 - 0 1 7 6 - 3 1 Do l l a r T r e e Wa u k e e , D a l l a s C o u n t y , I o w a L03 13 2 A b b i e A v e n u e 91 3 . 3 1 7 . 9 5 0 0 Ka n s a s C i t y , K a n s a s 6 6 1 0 3 ww w . r i c - c o n s u l t . c o m WI C e r t i f i c a t e o f A u t h o r i t y : R0 6 8 9 1 8 J a n 0 4 , 2 0 2 4 - 5 : 1 9 p m Z: \ R I C D e s i g n \ 2 0 2 1 \ 2 1 - 0 1 7 6 \ 3 1 - W a u k e e \ D w g \ S h e e t s \ C D \ 2 1 - 0 1 7 6 - 3 1 C D - L N D - 0 1 . d w g al e m k e n Sheet NO.DATE REVISION DRAWN BY CHECKED BY AF AL SECTION 9020 - SODDING PART 1 - GENERAL 1.1 SECTION INCLUDES Sod Installation 1.2 DESCRIPTION OF WORK This section includes preparation of the sodbed, furnishing and installing sod, fertilizing, watering, and maintenance for completed sodded areas. 1.3 SUBMITTALS Comply with Division 1 - General Provisions and Covenants, as well as the following: A.Sod grower's certification of grass species and location of sources. B.Certification of the fertilizer analysis. C.Written instructions recommending procedures for maintenance of sodded lawns, prior to final acceptance of sod. 1.4 SUBSTITUTIONS Comply with Division 1 - General Provisions and Covenants 1.5 DELIVERY, STORAGE AND HANDLING Comply with Division 1 - General Provisions and Covenants, as well as the following: A. Harvest, deliver, and transplant sod within a period of 24 hours unless a suitable preservation method is approved by the Engineer prior to delivery. B.Do not harvest or transport sod when moisture content may adversely affect sod survival. C.Protect sod that cannot be placed immediately on a delivery from sun, wind, dehydration, and rain prior to installation. D.Sod showing visible signs of heating or dehydration will be rejected. E.Do not tear, stretch, or drop sod during handling and installation. F.Deliver fertilizer to the site in original, unopened, and non-damaged containers, each bearing the manufacturer's guaranteed analysis. G.Store packaged materials off the ground and protect from moisture and deterioration. 1.6 SCHEDULING AND CONFLICTS Comply with Division 1 - General Provisions and Covenants, as well as the following: A.Notify the Engineer at least 3 calendar days prior to start off sodding operations. B.Perform sod installation after planting and other work affecting ground surface has been completed or as approved by Engineer. 1.7 SPECIAL REQUIREMENTS None 1.8 MEASUREMENT AND PAYMENT A.Sod: 1.Measurement: Measurement will be in squares, each square containing 100 square feet of sod. 2.Payment: Payment will be at the unit price per square foot of sod. 3.Includes: Unit price includes, but is not limited to, preparation of sod and sodbed, stakes, fertilizing, watering, maintenance, and clean up. Also includes any necessary sod replacements during maintenance period. PART 2 - PRODUCTS 2.1 SOD A.Provide a well-established (no less than 12 months old), well rooted, healthy, nursery-grown sod blend of improved Kentucky Bluegrass with a uniform color, leaf texture, density, and varieties consisting of a minimum of two and no more than four cultivars selected from the following list: Allowed Kentucky Bluegrass Cultivars: 4-Seasons Bluenote NuBlue Arrowhead Concerto NuGlade Award Everest Prosperity Bewitched Impact Ridgeline Beyond Jackpot Rubicon Blue Chip Plus Liberator Rugby II Blue Devil Midnight Skye Blueberry B.Sod grown in peat bedded soil will not be accepted. C.Ensure sod is free from objectionable materials, nematodes and soil-born insects, and free from disease. Sod will be considered free of weeds if less than two such plants are found per 100 square feet of area. D.Mow at height of 2 inches prior to cutting. E.Cut sod with a sod machine in strips of uniform width and length, with square ends. Cut to a uniform soil thickness approximately 1 2 inch to 1 inch thick; thickness measurement excludes top growth. F.Ensure sod is moist when placed. 2.2 FERTILIZER Comply with Iowa DOT Article 4169.03 2.3 STAKES A.Softwood Stakes: 3 4 inch diameter and 8 inches long. B.Steel Pins: Tee shaped with a 4 inch head and 8 inch leg. 2.4 WATER A.Unless otherwise specified in the contract documents, provide water and watering equipment such as hoses and sprinklers. Provide water free of substances harmful to plant growth. PART 3 - EXECUTION 3.1 PREPARATION OF SODBED A.Limit preparation to areas that will be immediately sodded. B.Where weed growth has developed, remove all weeds and weed debris. C.Shape and fine grade sodbed to remove washes or gullies, water pockets, and irregularities. Provide an even surface, true to grade and cross-section. D.Rototill and cultivate sodbed to a fine and mellow condition to a minimum depth of 3 inches. Clear the top 3 inches of soil lumps, stones over 3 4 inch, and foreign material using hand labor as required. 3.2 FERTILIZING- FIRST APPLICATION A.Provide a guaranteed analysis of 20-26-6 commercial fertilizer or the equivalent units of nitrogen (N), phosphate (P), and potash (K) by weight at the rate of 200 pounds per acre. B.Incorporate fertilizer into soil to a depth of 1 1 2 inches prior to placing sod. 3.3 SOD INSTALLATION A.Do not install sod between the dates of June 15 and August 15, unless authorized by the Engineer B.Do not lay frozen sod; do not lay sod on frozen soil or when freezing conditions are forecasted within 24 hours. C.Dampen dry soil prior to placing sod. D.Firm or heal in soil along the edges of the sodded areas. E.Carefully place sod in rows or strips evenly, with the longest edge parallel to the finished contours, and at right angles to the centerline of ditches and channels. On slopes, begin placing sod at the bottom and progress upward. F.Minimize traffic on newly laid sod during installation. Provide plank or wood sheets to protect sod already laid from equipment and vehicles. G.Tightly fit each strip against each other without voids. Do not overlap edges. Stagger joints at the ends of sod strips with adjacent strips of sod. H.Finish sod edges at walks, curbs, planting, mulch edges, and other vertical surface by cutting and fitting tightly to edge. I.Place sod mat approximately 1 inch below finished surface of walks, pavement, curbs, or other permanent features. Remove any sod not conforming to this requirement, adjust the subgrade, and re-lay the sod. J.Where new sod joins existing lawns, cut straight and neatly into existing lawn and level subgrade to match height. K.Stake sod on grades exceeding 4:1 and in drainage channels. Stake each roll at 2 foot intervals or as required to prevent movement during rainfall and stormwater runoff events. L.Roll lightly-watered sod with a small mechanical or hand sod roller to sufficiently set or heal sod into soil and remove lumps. Roll as required to firm and level the sodded areas. 3.4 WATERING A.Water sod within 1 hour of placement. During initial watering, thoroughly wet sod and sodbed. B.Water all sodded areas during the maintenance period as necessary to maintain sod and soil moisture, supplement rainfall, promote growth and proper rooting, ensure sod survival, and prevent dormancy. As a guideline, watering of sod should provide a minimum of the following: 1.Week 1: 1 4 inch per day 2.Week 2: 1 4 inch every other day 3.Week 3: 1 4 inch every third day 4.Week 4: 1 4 inch every fourth day C.Actual watering quantities depend upon weather conditions during the maintenance period. Ensure waterings are sufficient to thoroughly saturate sod, sodbed, and adjacent disturbed areas to a depth of approximately 4 inches D.Apply water uniformly and consistently on all sodded areas to prevent damage to sod, trees, and shrubs. 3.5 FERTILIZING - SECOND APPLICATION Apply a second application of fertilizer with a guaranteed analysis of 10-10-10 commercial fertilizer or the equivalent units of nitrogen (N), phosphate (P), and potash (K) at the rate of 300 pounds per acre 3 weeks after laying sod and prior to final acceptance. 3.6 MAINTENANCE A.Begin maintenance immediately following installation of sod and continue for a period until the sod is well established with sod rooted in place. The maintenance period will be for 30 days. B.Maintenance of sodded areas includes: 1.Watering. 2.Weeding. 3.Mowing. Each time sod has grown to a height between 3 and 4 inches, mow to a 2 to 2 1 2 inch height. 4.Remove and replace sodded areas that fail to survive. 3.7 CLEAN UP A.Remove all excess materials, debris, and equipment from site. B.Clean all paved surfaces. C.Repair any damage resulting from sodding operations. 3.8 ACCEPTANCE A.Sod acceptance will be based on the following criteria: 1.All requirements for the completed installation and maintenance have been met. 2.Sodded areas are healthy and even-colored, and a viable lawn is established, free from weeds, undesirable grass species, disease, and insects. 3.Sod is knit down to the soil so that it cannot be pulled up. 4.Sodded areas are without scattered bare spots and dead or dormant sod. 5.Clean up operations are completed. B.Replacement sod work will be re-inspected before acceptance. END OF SECTION 9020 Pl a n t S p e c i f i c a t i o n s Co n s t r u c t i o n D o c u m e n t s 21 - 0 1 7 6 - 3 1 Do l l a r T r e e Wa u k e e , D a l l a s C o u n t y , I o w a L04 13 2 A b b i e A v e n u e 91 3 . 3 1 7 . 9 5 0 0 Ka n s a s C i t y , K a n s a s 6 6 1 0 3 ww w . r i c - c o n s u l t . c o m WI C e r t i f i c a t e o f A u t h o r i t y : R0 6 8 9 1 8 J a n 0 4 , 2 0 2 4 - 5 : 1 9 p m Z: \ R I C D e s i g n \ 2 0 2 1 \ 2 1 - 0 1 7 6 \ 3 1 - W a u k e e \ D w g \ S h e e t s \ C D \ 2 1 - 0 1 7 6 - 3 1 C D - L N D - 0 1 . d w g al e m k e n Sheet NO.DATE REVISION DRAWN BY CHECKED BY AF AL SECTION 9020 - PLANT MATERIAL AND PLANTING PART 1 - GENERAL 1.01 SECTION INCLUDES A.Plant Material and Planting B.Tree Drainage Wells C.Warranty for Plant Material 1.02 DESCRIPTION OF WORK A.Furnishing, preparing, and installing plant material. B.Constructing tree drainage wells. C.Maintaining and replacing plants for completed planting work. 1.03 SUBMITTALS Comply with Division 1 - General Provisions and Covenants, as well as the following: A.Submit copy of current certification that the Supplier is an Iowa Department of Agriculture and Land Stewardship Certified Nursery Dealer or Grower prior to starting work. B.Prior to final acceptance, submit written maintenance instructions recommending procedures for maintenance of all plant material types, including watering, insect and disease control, fertilizing, pruning, tree protection, and staking. C.When requested, provide certification stating container-grown material has been grown in the container for no less than 1 year. D.Provide a sample of the proposed mulch for approval by the Engineer. E.When requested, submit a schedule of unit prices for each size and variety of tree, shrub, and ground cover plant specified in the contract documents. 1.04 SUBSTITUTIONS Comply with Division 1 - General Provisions and Covenants, as well as the following: Where evidence is submitted that a specified plant cannot be obtained, substitution may be made upon approval of the Engineer. 1.05 DELIVERY, STORAGE, AND HANDLING Comply with Division 1 - General Provisions and Covenants, as well as the following: A.Protect plant root systems during transportation and storage, as necessary, with wet straw, moss, or other suitable material that will ensure root systems are maintained in a moist, healthy condition. B.Protect all plants with a tarpaulin when being transported in an open vehicle. C.When approved by the Engineer, temporary storage of plants on the project site may be allowed. When temporary on-site storage is not approved, provide such facilities and location at no additional cost to the Contracting Authority. D.During temporary storage, heel-in plants and maintain them by providing moist straw, moss, or other suitable material to protect root systems; watering; and protecting from excessive sun, wind, and inclement weather conditions. 1.06 SCHEDULING AND CONFLICTS Comply with Division 1 - General Provisions and Covenants, as well as the following: Comply with the optimum planting dates specified in Section 9030, 3.01. 1.07 SPECIAL REQUIREMENTS None. 1.08 MEASUREMENT AND PAYMENT A.Plants, By Count: 1.Measurement: Each tree, shrub, or ground cover plant accepted in place will be counted. 2.Payment: Payment will be at the unit price for each tree, shrub, or ground cover plant. Payment will be made in increments according to the following schedule: a.70% of unit price at acceptance. b.30% of unit price at end of 1 year establishment period, upon installation of replacements. 3.Includes: Unit price includes, but is not limited to, delivery; excavation; installation; watering; placing backfill material; mulching; tree protection; staking or guying; pre- emergent herbicide, if specified; maintenance during the establishment period; and replacements. B.Plants, By Count, With Warranty: 1.Measurement: Each tree, shrub, or ground cover plant accepted in place will be counted. 2.Payment: Payment will be at the unit price for each tree, shrub, or ground cover plant. Payment will be made in increments according to the following schedule: a.70% of unit price at acceptance. b.15% of unit price at end of 1-year establishment period, upon installation of replacements. c.15% of unit price at end of 2-year warranty period, upon installation of replacements. 3.Includes: Unit price includes, but is not limited to, delivery; excavation; installation; watering; placing backfill material; mulching; tree protection; staking or guying; pre- emergent herbicide, if specified; maintenance during the establishment and warranty periods; and replacements. A.Plants, Lump Sum: 1.Measurement: Lump sum item; no measurement will be made. 2.Payment: Payment will be at the lump sum price for plants. Payment will be made in increments according to the following schedule: a.70% of lump sum price at acceptance. b.30% of lump sum price at end of 1 year establishment period, upon installation of replacements. 3.Includes: Unit price includes, but is not limited to, delivery; excavation; installation; watering; placing backfill material; mulching; tree protection; staking or guying; pre- emergent herbicide, if specified; maintenance during the establishment period; and replacements. B. Plants, Lump Sum, With Warranty: 1.Measurement: Lump sum item; no measurement will be made. 2.Payment: Payment will be at the lump sum price for plants. Payment will be made in increments according to the following schedule: a.70% of lump sum price at acceptance. b.15% of lump sum price at end of 1 year establishment period, upon installation of replacements. c.15% of lump sum price at end of 2 year warranty period, upon installation of replacements. 3.Includes: Unit price includes, but is not limited to, delivery; excavation; installation; watering; placing backfill material; mulching; tree protection; staking or guying; pre- emergent herbicide, if specified; maintenance during the establishment and warranty period; and replacements. C.Tree Drainage Wells: 1.Measurement: Each tree drainage well will be counted. 2.Payment: Payment will be at the unit price for each tree drainage well. 3.Includes: Unit price includes, but is not limited to, excavation, furnishing and placing rock, engineering fabric, and placing backfill material. PART 2 - PRODUCTS 2.01 PLANT MATERIALS A.General: 1.Ensure plant material meets the minimum requirements of size and grade as stated in the latest edition of American Standard for Nursery Stock, ANSI Z60.1. 2.Provide all plants true to name and tagged legibly as to name according to nursery standards of practice as recommended by the American Nursery and Landscape Association. Plant names indicated comply with the latest edition of "Standardized Plant Names" as adopted by the American Joint Committee of Horticultural Nomenclature. 3.Plants larger than those specified in the plant list with corresponding root system may be used upon approval of the Engineer. 4.Match plants planted in rows in form and size, unless otherwise specified in the contract documents. B.Plant Material Quality: 1.Provide nursery plants suitable to and grown in the same USDA Plant Hardiness Zone as the project location. 2.One-sided branching plants from tightly planted nursery rows will be rejected. 3.Provide healthy specimens without objectionable deformities, voids, and open spaces, with well-developed branch and root systems. Ensure specimens are true to height, shape, and character of growth of the species or varieties. Provide plants showing appearance of good health and vigor. 4.Provide plants free of the following: a.Harmful insects, insect eggs, borers, and all forms of infestation b.Plant diseases and moldy or dried roots c.Damage to trunk, bark, branches, leaders, root systems, or cut-leaders d.Defects, disfiguring knots, sunscald injuries, and frost cracks e.Rodent damage to bark and buds 5.Plants with broken or cut back terminal leaders or with circling roots may be rejected. C.Balled and Burlapped Plants: 1.Provide firm, moist, unbroken root balls of the specified size. 2.Broken or loose root balls will be rejected. 3.No manufactured or artificially produced or mudded-in root balls will be accepted. 4.A container grown plant, in lieu of a balled and burlapped root ball, will be accepted provided it meets the specified size, species, complies with American Standard for Nursery Stock, ANSI Z60.1, and meets criteria for container grown plants. D.Container Grown Plants: 1.Grow plants in sufficiently sized container for a minimum of 1 year, with a root system developed to hold its soil together, firm, whole, and moist when taken from the container. 2.No loose root systems in the container, root-bound, or circling of the root system will be accepted (ANSI Z60.1). 3.Containers with holes, shaping, or made of fabric as a means of preventing root growth from reaching the sides of the container, or pruning, or training roots to grow laterally rather than encircling the container are acceptable (ANSI Z60.1). E.Bare Root Plants: 1.Only use where specified in the contract documents or as approved by Engineer. 2.Ensure plants have substantially all of the root system intact, with clean cuts on roots. Root system is to be packed in moisture-retaining material and bagged to protect the root system from drying out. 3.Prior to planting, properly prune and sweat according to the nursery source instructions. 4.Ensure plants are dormant or breaking bud if sweated at the time of planting. 5.Do not plant later than May 15. 2.02 MULCH Provide hardwood or softwood mulch complying with the following: A.Shredded bark and shredded wood mixture containing no more than 50% wood chips. B.Produced by a mechanical debarker and chipping machine. C.Reasonably free from leaves, twigs, dust, toxic substances, and any other foreign material. D.Not in an excessively wet or decomposed condition. 2.03 BACKFILL MATERIAL A.Retain backfill material for plantings from soil excavated from the planting pit. B.Ensure backfill material is loose, friable, and free of clods, sod, vegetation, and rocks 2 inches in diameter or larger. Do not use frozen or muddy soil as backfill material. 2.04 STAKING MATERIAL A.Stakes: Comply with Iowa DOT Article 4154.09. Minimum length of 6 feet. B.Trunk Support Strapping: 1.Breathable, flexible strap material or arbor tie or other material approved by the Engineer. 2.Provide strapping material of adequate length to prevent restriction of trunk, branches, or stems and contact of staking or guying wire with tree trunk. C.Wire: Provide minimum 17 gauge, rust inhibitive wire to resist breaking during high winds and natural weathering conditions. D.Manufactured Staking System: Upon approval of the Engineer, manufactured staking systems may be used in lieu of stakes, wire, and trunk support strapping. 2.05 GUYING MATERIAL A.Earth Anchors: 1.Steel auger type with looped end; minimum 3/4 inch diameter, 36 inch long anchor shank, with 5 inch minimum diameter anchor disk. 2.Driven style earth anchors with a minimum 1,000 pound capacity in normal soils. B.Trunk Support Strapping: Comply with Section 9030, 2.04, B. C.Cable: 1/8 inch galvanized wire rope or equivalent cable with a minimum 1,500 pound capacity. Provide cable with ends clean and unfrayed. D.Cable Clamps: Match size and strength of cable. Provide two for each end of cable. E.Flagging Material: Brightly colored, minimum 12 square inches. 2.06 TREE PROTECTION Install a correctly fitted mesh (corrugated or vinyl plastic) or corrugated or crepe paper, specifically manufactured for tree trunk protection, having qualities to resist insect infestation and to allow free air flow to trunk tissues, or similar material approved by the Engineer. 2.07 WATER Provide water and watering equipment such as hoses, tanks, reels, bags or bladders, mobile equipment, nozzles, and sprinklers for the purpose of regular watering activities during the establishment period. Provide water free of substances harmful to plant growth. No fertilizers, pesticides, or growth regulators will be used in the water. 2.08 TREE DRAINAGE WELLS A.Porous Backfill Material: Comply with Iowa DOT Section 4131. B.Engineering Fabric: Comply with Iowa DOT Article 4196.01. 2.09 HERBICIDE Provide a granular pre-emergent herbicide as approved by the Engineer. PART 3 - EXECUTION 3.01 ALLOWABLE PLANTING DATES Install plant material during the following times: A.Evergreen Plants: September 1 to September 30 and March 1 to April 30, but not after candles exceed 1 inch. B.Deciduous Plants (Balled and Burlapped and Container): October 1 to November 30 and March 1 to May 15. C.Deciduous Plants (Bare Root): In the spring prior to May 15. D.Weather Restrictions: Planting may be conducted under unseasonable conditions, except in weather below 32°F or above 90°F. No variance from plant warranty or other requirements will be given for plants installed outside the specified periods. 3.02 PREPARATION A.Provide notice to the Engineer 3 days prior to planting. B.All plants will be inspected by the Engineer prior to planting. Plants may be inspected and approved at the place of growth by the Engineer for compliance with the specifications for quality, size, and variety. Such approval does not waive the right to reject any plant material after it has been delivered to the site and/or installed. C.Provide barriers or fencing as approved by Engineer to protect the public from injury when planting installation is within the right-of-way. 3.03 LOCATION OF PLANTS A.Mark the location of all plants with flags or lathe according to the contract documents. Mark trees individually. Stake the outline of bedded plants or shrub groups for the quantity on the plans without marking individual plants. The Engineer will approve the locations marked prior to excavation of planting pits. B.Make field adjustments in plant locations where underground or overhead obstruction is encountered, or where changes have been made as approved by the Engineer. 3.04 EXCAVATION OF PLANTING PIT A.Excavate the plant pit, centered at the location marks, cylindrical in shape with a diameter 3 times larger than ball or root condition, with sloped sides and flat bottom. Excavate plant pit to a depth to match the nursery grade of the root flare for all balled and container root systems with well-draining soils. Do not over excavate the pit for container or balled and burlapped plants. Excavate plant pit to a depth 6 inches deeper for bare-rooted systems. B.Scarify sides of excavated pit. C.If specified, following excavation of planting pit for all trees, fill the pit full of water; allow to stand (without adding water) for an 18 hour period to determine porosity of the soil. D.If the soils are too impervious, provide a tree drainage well per Figure 9030.103 or plant 2 to 3 inches above the surrounding grade, per Figure 9030.101, as directed by the Engineer. 3.05 TREE DRAINAGE WELLS Install drainage wells when specified in the contract documents or when directed by the Engineer due to the presence of impervious soils. A.Locate the drainage well at the edge of the excavated planting pit. B.Auger an 8 inch to 12 inch diameter hole to existing pervious soil or to a maximum depth of 10 feet. If pervious soil is encountered, extend hole a minimum of 12 inches into the pervious layer. C.Fill the excavated hole with porous backfill material and cover the aggregate with engineering fabric. D.Following completion of drainage well, fill the pit full of water; allow to stand for an 18 hour period to verify sufficient drainage exists. The Engineer will determine if the drainage is sufficient. 3.06 PLANTING A.Bare Root Plants: 1.Remove all ties, ribbons, wrap, and other items except plant identification from the branch system. 2.Remove all root packing and prune broken roots to sound wood with clean cuts. 3.Build a firm cone-shaped mound of soil in the middle of the planting pit. 4.Place the plant centered, upright, plumb, and with desired orientation in the planting pit, with the root flare matching existing grade. 5.Spread and arrange roots in their natural position laterally away from the central trunk to prevent kinking or circling. Do not fold, crimp, or mat roots together. 6.Carefully place backfill material in layers, filling all voids and avoiding injury to the root system until two thirds of the planting pit is complete; fill the pit with water and allow the soil to settle. 7.Continue placing backfill material up to grade level. Water in the tree. Allow water to completely soak into soil. B.Balled and Burlapped and Container Plants: 1.Ensure root systems are moist at the time of planting. 2.Remove all ties and wrap from branch system, except plant identification. 3.Container Plants: a.Remove plant root system carefully from container prior to planting without disturbance to root systems. b.Inspect root system and cut any circled (girdled) roots. c.Place plants centered, upright, plumb, and with desired orientation in planting pit with the root flare matching existing grade. 4.Balled and Burlapped Plants: a.Place plants centered, upright, plumb, and with desired orientation in planting pit with the root flare at or slightly above existing grade or 2 to 3 inches above grade if in compacted clay or poorly drained soils. b.After plant placement, cut and remove the top 1/2 of the wire, burlap, and twine from root ball 5.Carefully place and lightly tamp a small amount of backfill material around the root ball base to stabilize the root ball. 6.Place loose excavated soil 2/3 of the depth of the planting pit. Water in the tree. Allow water to completely soak into soil. 7.Continue placing backfill material up to grade level. Lightly tamp but do not compact the soil around the plant. Water in a second time. 8.If specified, rototill soil in a 4 foot radius around the planting pit to break up compacted soil. C.Planting on Slopes: 1.Place the top of the root flare at or slightly above the finished grade at the center of the planting pit. 2.For all plants planted on significant slope, form a saucer as a dam or shoulder on the downhill side to catch and hold water and to discourage erosion. 3.07 WATERING A.Water each plant immediately after planting. B.Water plants a minimum of 10 to 15 gallons per plant per week when less than 1 inch of precipitation is received in the immediate location. Apply sufficient water to soak the plant's root zone. Follow this watering procedure throughout the establishment period. 3.08 MULCHING A.Dig edges of mulched areas to ensure the top of the mulch at the edge of the planting area matches the existing ground surface. B.Place mulch 3 inches deep in the planting saucer within 2 calendar days of planting. C.Mulch an area around tree trunks and shrub branch lines a minimum of 6 inches larger than the tree canopy. D.Provide a continuous mulch area around plant groupings. E.Following mulch placement, pull mulch back 6 inches from the base of all trees and shrubs to allow air circulation. 3.09 TREE PROTECTION A.When specified in the contract documents, or when directed by the Engineer, protect the trunk of deciduous trees in the fall of the year in which the tree is planted. B.Inspect the trunk for injuries and evidence of insect infestation prior to wrapping. C.Protect trunk from the ground line to the height of the first branch. If plant has multiple stems, cover each stem separately. D.Remove tree protection by April 1 of the next spring. 3.10 STAKING AND GUYING A.General: 1.Maintain all plants in an upright and plumb condition. 2.Complete staking or guying by the end of the day in which they were installed for all single stem plants over 1 inch diameter. 3.Do not stake clump form plants and plants in paved pedestrian areas unless approved by the Engineer. B.Staking: 1.Provide two stakes for each tree for trees 2 1/2 inches in diameter and smaller. Place one of the stakes on the southwest side of the tree, or as directed by the Engineer, and place the second stake directly opposite the first. 2.Provide three stakes for each tree for trees 2 1/2 to 4 inches in diameter. Locate one stake on the southwest side of the tree with remaining stakes equally spaced around the tree. 3.Locate stakes uniformly from the trunk of the tree at a distance equal to 1/4 to 1/3 of the height of the tree, or 2 feet minimum. Place stakes outside of the planting pit and within the mulch area. 4 Set posts vertically into unexcavated soil at a minimum 2 foot depth or until firm, providing a required post height above grade. 5.Attach wire with trunk protection to trunk at a minimum of 4 feet above grade or between one half and two thirds distance from finished grade to the top of the tree with slight slack in wire to allow for tree movement. 6.Secure wire to stakes at 6 inches from the top of the stake; mark all wire with flagging material. 7.Install manufactured staking system according to manufacturer's published recommendations. 3.10 STAKING AND GUYING (Continued) A.Guying: 1.Provide three earth anchors and cables for evergreen trees 10 feet and taller and deciduous trees over 4 inches in diameter. Locate one anchor on the southwest side of the tree with remaining anchors equally spaced. 2.Locate the anchor a distance from the trunk equal to 1/3 of the tree height. 3.Attach the cable with a trunk protector to the trunk between 1/3 and 1/2 of the tree height, or near the lowest main branches for deciduous trees. 4.Screw an auger style anchor into unexcavated soil until only the looped top is exposed. Install driven style anchors a minimum of 2 1/2 feet into the soil. 5.Secure cable to anchor with slight slack in cable; mark all anchor cables with flagging material. 6.Install manufactured staking system according to the manufacturer's published recommendations. B.Removal: Remove all staking and anchoring materials from all plants at the end of the 1 year establishment period and remove from site. 3.11 PRUNING A.General: 1.Provide proper and sharp pruning tools to provide a clean cut without injuring the branch collar. 2.Prune in such a manner as to retain the natural shape of the plant. Do not prune the terminal leader of a plant. Leave no protruding stubs, and prune to the closest outward growing bud. 3.Plant materials incorrectly pruned will be rejected. B.Deciduous Trees: 1.Prune broken, damaged, or otherwise defective branches. Remove all branches that may not develop properly. Also, eliminate narrow crotches or competing leaders. 2.Prune to develop an upright leader that will promote the symmetry of the tree. Prune flowering or specimen trees to develop their natural form. 3.Prune all trees in Class A sidewalks or other paved pedestrian areas to provide a 7 foot height clearance, unless otherwise directed by the Engineer. C.Evergreen Trees and Shrubs: Remove dead and broken branches. D.Deciduous Shrubs: Remove dead or irregular branches. Prune to develop their natural form. 3.12 CLEAN UP A.Perform cleaning during installation and upon completion of work. B.Remove all excess materials, trimmings, branches, soils, debris, and equipment from the site. C.Repair any damage resulting from planting operations. D.Clean all paved areas with a broom. E.Remove all tags and labels from plants following acceptance by the Engineer. 3.13 ESTABLISHMENT AND WARRANTY PERIODS AND ACCEPTANCE A.Establishment Period: The plant establishment period is 1 year after the installation is accepted by the Engineer. A plant inspection will be made by the Engineer prior to the expiration of the establishment period. B.Warranty Period: If a plant warranty is specified in the contract documents, the 1 year warranty period begins immediately after the expiration of the 1 year establishment period. Inspection of plants will be made by Engineer at the end of the 1 year establishment period and again prior to the expiration of the warranty period. C.Maintenance: Care for all plants during the establishment or warranty period as required to keep plants in a live, healthy growing condition. 1.Prune plants to maintain a desirable shape and to remove any dead or broken limbs. 2.Remove weeds and grasses from planting beds and mulch areas. Apply a pre-emergent herbicide to control weed growth when directed by the Engineer. 3.Water as required to enhance early root growth and maintain a moist soil. 4.Adjust stakes and ties to maintain plant in an upright and plumb condition. 5.Re-set settled plants to proper grades and position. Restore planting saucer and mulch; add backfill material and mulch as may be required. 6.Apply appropriate insecticides and fungicides necessary to maintain plants free of insects and disease. D.Plant Condition: Ensure all plants are in a live, healthy, and growing condition both at the date of acceptance of the installation by the Engineer, at the end of the plant establishment period, and at the end of the warranty period. E.Replacement: Replace all plants not found to be in a live, healthy, and growing condition during inspection at the 1 year establishment period and again at the warranty period (if specified) at no additional cost to the Contracting Authority. 1.Upon notice from Engineer, remove rejected plants from the site and replace with plant material of the same species and size as originally specified. Install replacement plants complying with the contract documents. 2.Plants damaged due to fire or flooding beyond the contractors control or ice storms, hail, tornados, or acts of vandalism do not require replacement. END OF SECTION D&F PC-1 DECK-1 SCNC PC-1 SP-SBSP-RB ± EIFS-2 SILL EIFS-G WLPK EIFS-1 DNS BRK-1 SP-SB D&F PC-1 DECK-1 SCNC PC-1 ± SILL SP-SB EIFS-2 WLPK DNS SP-RB EIFS-G BRK-1 SP-SB DECK-1SCNC SFT PC-1 PC-1 PC-1 SCNC SCNC EIFS-G SP-RBSP-SB SP-SB EIFS-G EIFS-2 SP-RB SP-SBSP-SB STN-1 STN-1 SILL SCNC SILL 1234 EIFS-1 BRK-1 BRK-1 DNS PNL-1 PC-1 PC-1PC-1 ± 12.21.23 2nd Planning Comments2 2 2 22 GA S 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 1.1 1.4 1.4 1.1 0.7 0.5 0.7 0.8 0.8 0.8 0.7 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.3 3.0 3.3 2.8 1.8 1.2 1.2 2.0 2.7 2.8 2.8 2.7 2.0 1.1 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 2.0 4.9 5.1 4.1 2.5 2.0 2.4 4.9 6.6 7.2 7.1 6.9 5.3 2.7 0.9 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1.7 5.6 5.2 4.5 3.6 3.7 2.5 4.7 5.3 6.8 6.1 6.4 4.1 2.6 1.7 0.6 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.3 5.3 5.1 5.0 5.0 5.8 2.8 0.8 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1.7 5.6 5.4 5.1 5.6 7.3 4.2 1.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 2.0 4.9 5.4 4.9 5.9 6.8 2.1 0.8 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1.3 3.0 3.5 3.9 5.4 7.6 4.7 1.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 1.2 1.7 2.4 5.1 7.5 2.7 0.9 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.8 1.6 4.4 7.2 3.2 1.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.2 3.9 7.2 4.3 1.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 1.1 4.1 6.3 2.2 0.9 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 1.1 3.8 7.0 4.8 1.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 1.1 4.3 7.1 2.8 1.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 1.1 4.0 6.7 3.9 1.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 1.0 4.0 9.5 3.4 1.6 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 2.9 9.4 6.8 7.6 8.1 4.4 2.9 7.4 9.8 6.5 5.0 1.9 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.8 1.3 0.7 1.3 0.8 1.1 1.1 1.1 1.8 2.8 2.1 1.4 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.2 0.2 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 E0.1 ELECTRICAL SITE LIGHTING PLAN Checked By Drawn By Job Number Date Number Date Description Revisions © 2021 h|d Architecture, LLC 15225 Broadmoor Street Overland Park, KS 66223 h|d Architecture, LLC ARCHITECTURE h d 06/09/2021 20-002.14 IAA N e w R e t a i l L o c a t i o n f o r : WA U K E E STRUCTURAL CONSULTANT Apex Engineers, Inc 1625 Locust St Kansas City, MO 64108 816-421-3222 CIVIL CONSULTANT Renaissance Infrastructure Consulting 8653 Penrose Ln Lenexa, KS, 66219 913-317-9500 MEP CONSULTANT 5BY5 Engineers, LLC 1100 Main Street, Floor 4 Kansas City, MO 64105 (913) 689-9449 The record copy of this drawing is on file at the offices of h|d Architecture, LLC, 15225 Broadmoor Street, Overland Park, Kansas. This electronic document is released for the purposes of reference, coordination, and/or facility management. This electronic document of modifications thereof shall not be used for construction. JMW GH 1100 Main Street, 4th Floor Kansas City, MO 64105 913-689-9449 contact@5by5eng.com 5by5eng.com NOT FOR CONSTRUCTION · · E5.1 LIGHTING CUTSHEETS Checked By Drawn By Job Number Date Number Date Description Revisions © 2021 h|d Architecture, LLC 15225 Broadmoor Street Overland Park, KS 66223 h|d Architecture, LLC ARCHITECTURE h d 06/09/2021 20-002.14 IAA N e w R e t a i l L o c a t i o n f o r : WA U K E E STRUCTURAL CONSULTANT Apex Engineers, Inc 1625 Locust St Kansas City, MO 64108 816-421-3222 CIVIL CONSULTANT Renaissance Infrastructure Consulting 8653 Penrose Ln Lenexa, KS, 66219 913-317-9500 MEP CONSULTANT 5BY5 Engineers, LLC 1100 Main Street, Floor 4 Kansas City, MO 64105 (913) 689-9449 The record copy of this drawing is on file at the offices of h|d Architecture, LLC, 15225 Broadmoor Street, Overland Park, Kansas. This electronic document is released for the purposes of reference, coordination, and/or facility management. This electronic document of modifications thereof shall not be used for construction. JMW GH 1100 Main Street, 4th Floor Kansas City, MO 64105 913-689-9449 contact@5by5eng.com 5by5eng.com NOT FOR CONSTRUCTION E5.2 LIGHTING CUTSHEETS Checked By Drawn By Job Number Date Number Date Description Revisions © 2021 h|d Architecture, LLC 15225 Broadmoor Street Overland Park, KS 66223 h|d Architecture, LLC ARCHITECTURE h d 06/09/2021 20-002.14 IAA N e w R e t a i l L o c a t i o n f o r : WA U K E E STRUCTURAL CONSULTANT Apex Engineers, Inc 1625 Locust St Kansas City, MO 64108 816-421-3222 CIVIL CONSULTANT Renaissance Infrastructure Consulting 8653 Penrose Ln Lenexa, KS, 66219 913-317-9500 MEP CONSULTANT 5BY5 Engineers, LLC 1100 Main Street, Floor 4 Kansas City, MO 64105 (913) 689-9449 The record copy of this drawing is on file at the offices of h|d Architecture, LLC, 15225 Broadmoor Street, Overland Park, Kansas. This electronic document is released for the purposes of reference, coordination, and/or facility management. This electronic document of modifications thereof shall not be used for construction. JMW GH 1100 Main Street, 4th Floor Kansas City, MO 64105 913-689-9449 contact@5by5eng.com 5by5eng.com NOT FOR CONSTRUCTION E5.3 LIGHTING CUTSHEETS Checked By Drawn By Job Number Date Number Date Description Revisions © 2021 h|d Architecture, LLC 15225 Broadmoor Street Overland Park, KS 66223 h|d Architecture, LLC ARCHITECTURE h d 06/09/2021 20-002.14 IAA N e w R e t a i l L o c a t i o n f o r : WA U K E E STRUCTURAL CONSULTANT Apex Engineers, Inc 1625 Locust St Kansas City, MO 64108 816-421-3222 CIVIL CONSULTANT Renaissance Infrastructure Consulting 8653 Penrose Ln Lenexa, KS, 66219 913-317-9500 MEP CONSULTANT 5BY5 Engineers, LLC 1100 Main Street, Floor 4 Kansas City, MO 64105 (913) 689-9449 The record copy of this drawing is on file at the offices of h|d Architecture, LLC, 15225 Broadmoor Street, Overland Park, Kansas. This electronic document is released for the purposes of reference, coordination, and/or facility management. This electronic document of modifications thereof shall not be used for construction. JMW GH 1100 Main Street, 4th Floor Kansas City, MO 64105 913-689-9449 contact@5by5eng.com 5by5eng.com NOT FOR CONSTRUCTION E1.0 ELECTRICAL LIGHTING PLAN · · · · · · · · · · · · Checked By Drawn By Job Number Date Number Date Description Revisions © 2021 h|d Architecture, LLC 15225 Broadmoor Street Overland Park, KS 66223 h|d Architecture, LLC ARCHITECTURE h d 06/09/2021 20-002.14 IAA N e w R e t a i l L o c a t i o n f o r : WA U K E E STRUCTURAL CONSULTANT Apex Engineers, Inc 1625 Locust St Kansas City, MO 64108 816-421-3222 CIVIL CONSULTANT Renaissance Infrastructure Consulting 8653 Penrose Ln Lenexa, KS, 66219 913-317-9500 MEP CONSULTANT 5BY5 Engineers, LLC 1100 Main Street, Floor 4 Kansas City, MO 64105 (913) 689-9449 The record copy of this drawing is on file at the offices of h|d Architecture, LLC, 15225 Broadmoor Street, Overland Park, Kansas. This electronic document is released for the purposes of reference, coordination, and/or facility management. This electronic document of modifications thereof shall not be used for construction. JMW GH 1100 Main Street, 4th Floor Kansas City, MO 64105 913-689-9449 contact@5by5eng.com 5by5eng.com NOT FOR CONSTRUCTION D&F PC-1 DECK-1 SCNC PC-1 SP-SBSP-RB ± EIFS-2 SILL EIFS-G WLPK EIFS-1 DNS BRK-1 SP-SB D&F PC-1 DECK-1 SCNC PC-1 ± SILL SP-SB EIFS-2 WLPK DNS SP-RB EIFS-G BRK-1 SP-SB DECK-1SCNC SFT PC-1 PC-1 PC-1 SCNC SCNC EIFS-G SP-RBSP-SB SP-SB EIFS-G EIFS-2 SP-RB SP-SBSP-SB STN-1 STN-1 SILL SCNC SILL 1234 EIFS-1 BRK-1 BRK-1 DNS PNL-1 PC-1 PC-1PC-1 ± 12.21.23 2nd Planning Comments2 2 2 22