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HomeMy WebLinkAbout04-03-24 Agenda Packet M eeting L ocation: M unicipal Center 7100 147th Street West Apple Valley, M innesota 55124 April 3, 2024 PLA N N IN G C O MMISSIO N T EN TAT IVE A G EN D A 7:00 P M 1.Call to Order 2.Approve Agenda 3.Approve Consent Agenda Items Consent Agenda Items are considered routine and will be enacted with a single motion, without discussion, unless a commissioner or citizen requests to have any item separately considered. It will then be moved to the land use/action items for consideration. A.Approve Minutes of March 20, 2024 Regular Meeting 4.Public Hearings 5.Land Use / Action Items A.Les Schwab Tire C enter - Site Plan, Building Permit Authorization and C onditional Use Permit for 15690 English Avenue Recommend A PPRO VA L of a Site Plan, Building Permit Authorization, and Conditional Use Permit for a 15,897 sq, ft. retail auto accessory store with indoor installation service area. LO C AT IO N: 15690 English Avenue A PPLIC A N T: KLJ Engineering, acting on behalf of Rockport, LLC 6.Other Business A.Review of Upcoming Schedule and Other Updates Planning Commission - Wednesday, April 17, 2024 - 7:00 p.m. Planning Commission - Wednesday, May 1, 2024 - 7:00 p.m. C ity Council - T hursday, April 11, 2024 - 7:00 p.m. C ity Council - T hursday, April 25, 2024 - 7:00 p.m. 7.Adjourn Regular meetings are broadcast, live, on C harter C ommunications C able C hannel 180 and on the C ity's website at www.applevalleymn.gov I T E M: 3.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:April 3, 2024 S E C T I O N:Consent A genda Description: A pprove Minutes of March 20, 2024 Regular Meeting S taff Contact: B reanna Vincent, Department Assistant Department / Division: Community Development Department AC T I O N RE Q UE S T E D: Approve minutes of the regular meeting of March 20, 2024. S UM M ARY: T he minutes of the regular Planning Commission meeting is attached for your review and approval. B AC K G RO UND: State statute requires the creation and preservation of meeting minutes which document the official actions and proceedings of public governing bodies. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Minutes CITY OF APPLE VALLEY PLANNING COMMISSION MINUTES March 20, 2024 1. CALL TO ORDER The City of Apple Valley Planning Commission Meeting was called to order by Vice Chair Scanlan at 7:00 p.m. Members Present: Paul Scanlan, David Schindler, Phil Mahowald, Becky Sandahl, and Jeff Prewitt Member(s) Absent: Jodi Kurtz City staff members attending: Community Development Director Tim Benetti, Planner Alex Sharpe, City Attorney Sharon Hills, and Department Assistant Breanna Vincent. 2. APPROVAL OF AGENDA Vice Chair Scanlan asked if there were any changes to the agenda. CD Director Benetti stated that item 5.A. would be presented first, followed by item 4.A. MOTION: Commissioner Schindler moved, seconded by Commissioner Mahowald, approving the agenda with changes. Roll call vote: Ayes - 5 – Nays – 0. 3. CONSENT ITEMS A. Approval of Minutes of March 6, 2024 MOTION: Commissioner Schindler moved, seconded by Commissioner Mahowald, approving the minutes of March 6, 2024. Roll call vote: Ayes - 5 – Nays – 0. 4. PUBLIC HEARING A. Parks Referendum Rezoning of Kelley Park Vice Chair Scanlan opened the public hearing. Planner Sharpe provided a brief presentation. With no further comments, Vice Chair Scanlan closed the public hearing. MOTION: Commissioner Schindler moved, seconded by Commissioner Mahowald, approving the rezoning of Kelley Park from “PD-739” to “P” (Institutional). Roll call vote: Ayes - 5 – Nays – 0. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes March 20, 2024 Page 2 of 2 5. LAND USE A. Parks Referendum Finding of Compliance with the Comprehensive Plan Parks and Recreation Director Eric Carlson provided a brief presentation. Commissioners Sandahl, Prewitt, Mahowald, and Scanlan voiced their appreciation for all of the work done by City staff and approved of the planned improvements. MOTION: Commissioner Schindler moved, seconded by Commissioner Mahowald, adopting the resolution approving a finding of compliance with the Comprehensive Plan for the Parks Referendums Projects. Roll call vote: Ayes - 5 – Nays – 0. 6. OTHER BUSINESS A. Review of Upcoming Schedule and Other Updates The next Planning Commission meeting is scheduled for Wednesday, April 3, 2024, 7:00 p.m. The next City Council meeting is Thursday, March 28, 2024, 7:00 p.m. 7. ADJOURNMENT Vice Chair Scanlan asked for a motion to adjourn. MOTION: Commissioner Schindler moved, seconded by Commissioner Mahowald, to adjourn the meeting at 7:30 p.m. Roll call vote: Ayes – 5 – Nays – 0. Respectfully submitted, ______________________________________ Breanna Vincent, Planning Department Assistant Approved by the Apple Valley Planning Commission on 04/03/2024 . Jodi Kurtz, Chair I T E M: 5.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:April 3, 2024 S E C T I O N:L and Use / Action I tems Description: L es S chwab Tire Center - Site P lan, B uilding Permit Authorization and Conditional Use Permit for 15690 E nglish Avenue S taff Contact: Tim Benetti, Community Development Director Department / Division: Community Development Department Applicant: K L J E ngineering P roject Number: P C-23-33-B C Applicant Date: 12/28/2023 60 Days: 2/26/2024 120 Days: 4/26/2024 AC T I O N RE Q UE S T E D: If the Planning C ommission concurs, staff is recommending the following actions: 1. Recommend approval of the Site Plan and Building Permit Authorization of a new 15,897 sq. ft. automobile accessory store with indoor installation service and storage areas, subject to the list of conditions 1 through 21 noted on Exhibit A; and 2. Recommend approval of the C onditional Use Permit to Les Schwab Tire C enter for interior service bays as an accessory use in conjunction with an auto accessory store located in an "RB" (Retail Business) Zone, subject to the list of conditions 1 through 5 noted on Exhibit B. S UM M ARY: T he subject site consists of 2.72 acres and is generally located at the N E corner of English Avenue and 152nd Street West (immediately west of Texas Roadhouse Restaurant and south of Mister C ar Wash). T he parcel is legally described as Lot 2, Block 1 of Orchard Place 2nd Addition, and officially addressed as 15690 English Avenue. KLJ Engineering, acting on behalf of the property owners, Rockport, LLC , originally submitted an application for a site plan and building permit authorization for a new 15,770 sq. ft. automobile accessory related store to be known as Les Schwab Tire C enter. T his application also included a request for consideration of a conditional use permit (C UP) to allow service bays in conjunction with the auto accessory store. T hese applications were initially presented to the Planning C ommission at the regular February 7, 2024, meeting under a duly noticed public hearing. Upon receiving comments from City staff and the applicants, the C ommission elected to close the hearing that same night; and directed staff to work with the applicants to refine or update their building plans in order to be more compliant with required building materials standards. T his report includes new and updated building and elevation plans for the Planning Commission’s subsequent review and consideration. T hese updated plans are being presented as a regular Land Use / Action item and without a public hearing. T he Planning Chair and C ommission retain the right to allow additional public comments if deemed necessary. B AC K G RO UND: Comprehensiv e Guiding and Zoning T he site is guided "C " C ommercial and is zoned "RB" ( Retail Business). T here are no plans or applications to change either the land use or zoning designation on this site. Retail sales of auto accessories (auto accessory store) is a permitted use within the “RB” zone; and the service bays as an accessory used for the installation of auto accessories may be approved with a C UP. Site P lan T he subject site is bounded by 157th Street West to the south and English Avenue to the west, plus a private north/south drive lane separating the property from Texas Roadhouse and the multi-tenant commercial buildings to the east; while on the north edge is an east/west drive lane that connects English Avenue to the narrow north/south drive lane (and separates the site from Mister Car Wash property to the north). T he project site is relatively level in grade; and contains a large area of dedicated drainage and utility easements, which essentially covers and impacts the easterly half and northerly sections of the site. All of the new building or structure improvements must be built outside of this easement area. New parking, walkways, landscaped beds are acceptable. T he updated Site/Building Plans now illustrate the placement of a new 15,897 sq. ft. building along the south edge of the site, with parking still shown along the north and east sides of the building. T he new building will have a 2,636 sq. ft. of dedicated offices, lobby/customer service and display area located at the east section of the building; while the remaining 13,000+/- sq. ft. of building will be dedicated to installation and service areas, and product storage. T he plans still call for two bay openings, with one located on the east side for entering the service area while another on the west end for exiting the service area. T his two-bay configuration for this building meets the C UP requirements that any “Service bays as accessory uses f or the installation of auto accessories…” are limited to two bays only. T he proposed setbacks for the store remain virtually the same as the original plans, with a 50’ setback from the northerly RO W line of 157th Street to the south; a 30’ + 37.18’ or 67.18’ setback from the westerly parcel line (which is also shown as the centerline of private English Avenue; and 69.5’ + 62.25’ or 131.75’ from the easterly parcel line, which is also the centerline of the north/south drive lane. Parking for the site is shown with 53 total spaces. Pursuant to City Code §155.372, all parking spaces must be at minimum 9’ in width and 20’ in length, plus all two-way designed parking areas must maintain a minimum of a 24’ wide drive aisle between marked stalls. It appears all parking stalls and drive aisles for this site meet these standards. Parking Lot Setbacks: 15’ from public roads / 5’ from Side/Rear lines Retail store: O ne parking space for each 150 square feet of floor area up to a total floor area of 20,000 square feet; Auto repair: 10 customer parking spaces, plus one additional customer space for each 800 square feet of floor area over 1,000 square feet, plus one additional space for every two employees. C A LC ULAT IO N S: 2,750- sq. ft. of lobby/retail area: 2,750 / 150 = 183., or 19 spaces 13,000-sq. ft. of service/repair area: [10 spaces] + [12,000 / 800 = 15 spaces] or 25 spaces (note: remaining 9 spaces for this site could accommodate up to 18 employees) T he site appears to meet the parking requirements for a retail tire store and service (installation) center on this site. T he original plans were absent of connecting walkways. At the Feb. 7 th meeting, the applicant’s consultant did present an updated site plan graphic that included walkways, and these updated plans now show these sidewalk connections. T he C ity Engineers had previously discussed with the parcel’s developer (HJ Development), a recommendation (requirement) of providing a lane restrictor or travel lane reducer (bump- out) along the west curb line of the north/south private drive aisle. T he updated plans now include this lane restrictor and has been given tentative approval by the engineers. T he City Code requires that a bike rack(s) be installed near the front entrance of the tire center store in order to encourage and facilitate multi-modal transportation modes. A draft condition will be included with a draft resolution to the City C ouncil. T he plans include a 16’ x 22' trash enclosure to be located along the front building elevation and near the N W corner. T he original plans called for decorative metal panels or walls for this feature. T he updated plans now call for an enclosure with similar materials to the new building. Building E lev ations T he original building/elevation plans called for pre-cast concrete panels with either smooth finishes, exposed aggregate or random raked finished surfaces. A building constructed of this material, or finishes were deemed inconsistent with the surrounding commercial uses and not compliant with general construction material standards for commercial uses. T he new plans illustrate the majority of the new building walls will include angelus concrete masonry unit in varying tints/colors; soffit panels with copper-colored wood grain finishes; and C oronado stone-Tuscan villa stone feature as a lower (wainscoting) element along the bottom perimeter of the building. T he lobby will have large window features to allow for natural lighting into the showroom area; and certain areas around the new building will include decorative metal panels with metal cladded “eyebrow” features above some panels, which mimic windows. Stormwater Stormwater for this site is being treated through a regional stormwater system that was planned for and approved as part of the overall Orchard Place development. T here are existing regional ponds located a short distance to the west of this site. T he C ity Engineer's memo provides additional comments and conditions related to stormwater utilities, and grading requirements for this development site. Landscaping T he C ity prides itself in making sure new developments include and provide adequate and attractive plantings throughout the site, which help add greater aesthetic value to all commercial sites. T he original landscape plan submitted for this project appeared somewhat deficient in numbers of plantings. Moreover, the C ity’s Natural Resources staff also recommended the removal of some identified tree species (i.e. Amur maples and Autumn blaze maples) as these were deemed invasive or non-natives to Minnesota. City O rdinance requires that 2.5% of the means construction cost of the building be applied towards landscaping. T he plans include an estimated value of $3.5 million; and 2.5% of this value is noted at $87,500 for landscaping costs. At the February 7th meeting, the applicant’s consultant again provided an updated landscape plan. Upon subsequent review by the Natural Resources staff, the proposed plantings noted or identified in the updated plan now appear to meet the City C ode. B UD G E T I M PAC T: Park dedication for this lot was deferred until the time of development for this project due in part to the unknown user and/or size of the building proposed for this site. All park dedication is based upon the parkland demand created by employees for this development. Commercial (retail/service) sites have been deemed to generate 2 employees per 1,000-sf. of building area. Based on the adopted fee schedule this structure and use would generate a need for 0.075-acres of parkland; and all commercial land is set at a benchmark value of $265,000 per acre. T he City is recommending a cash-in-lieu of land dedication. AT TAC HM E NT S : Exhibit Exhibit L ocation Map Z oning Map Cover Memo Cover Memo Cover Memo Map Elevations Plan S et EXHIBIT A PROJECT NO. PC-23-33-BC PROJECT: LES SCHWAB TIRE CENTER ADDRESS: 15690 ENGLISH AVENUE LEGAL: LOT 2, BLOCK 1, ORCHARD PLACE 2ND ADDITION, DAKOTA COUNTY, MINNESOTA LIST OF CONDITIONS for AUTHORIZING ISSUANCE OF A BUILDING PERMIT FOR A 15,897 SQ FT LES SCHWAB TIRE CENTER BUILDING 1. If the Building Permit is not paid for and issued within one (1) year of the date of approval, the approval shall lapse. 2. The Building Permit shall be applicable to property to be legally described as Lot 2, Block 1, Orchard Place 2nd Addition, Dakota County, Minnesota. 3. Construction shall occur in conformance with the site plan dated March 27, 2024, on file with the City, including parking lot paving and a non-surmountable concrete curb and gutter. 4. Construction shall occur in conformance with the landscape plan March 27, 2024on file with the City; and is subject to submission of a detailed landscape planting price list for verification of the City’s 2.5% landscaping requirement at the time of building permit application. 5. Construction shall occur in conformance with the utility plan dated March 27, 2024, on file with the City. 6. Construction shall occur in conformance with the building elevation plans dated March 27, 2024, on file with the City. 7. Subject to all conditions noted in the City Engineer's memo dated January 31, 2024, on file with the City. 8. Subject to all conditions noted in the Public Works Department/Natural Resources memo dated January 11, 2024, on file with the City. 9. Subject to all conditions noted in the Building Inspections/Building Official’s memo dated January 8, 2024, on file with the City 10. Clear, directional or way-finding signage for vehicular traffic shall be installed to provide clarity to site users. 11. Screening of any outdoor utility meters and boxes shall be achieved either through landscaping, fence, decorative screen or combination thereof, and approved by the City. 12. Trash enclosures shall be constructed and screened in conformance with the City Code. 13. A bike rack shall be installed in close proximity to the primary entrance which does not impede pedestrian flow along any proposed or future sidewalks. EXHIBIT A 14. All necessary mechanical protrusions visible to the exterior shall be screened or handled in accordance with Section 155.346 (3) (a) (b) of the City Code. If the proposed roof-line features or parapet wall(s) is found to not be a sufficient screen, other code compliance screening shall be installed. 15. The outdoor storage of tires (whether new, used or those to be discarded/recycled) shall be strictly prohibited, including storage within any accessory shed, storage box or container. 16. Park dedication for this parcel was deferred until the time of development. The City is seeking cash-in-lieu of land payment. The park dedication is based upon the parkland demand created by employees for a specific Retail or Commercial development, which in this case is 1 employee = 0.25 person-resident. The parkland demand generated by this development is 0.076 acres at a benchmark land value of $265,000, resulting in a cash-in- lieu of land amount to be determined and paid prior to the release of any building permit. 17. The issuance of a Building Permit and a final certificate of occupancy is contingent upon the project being constructed in conformance with all the preceding conditions as well as all applicable performance standards of the current zoning regulations. In the event that a certificate of occupancy is requested prior to completion of all required site improvements, a suitable financial guarantee in the amount of 125% of the estimated cost of the unfinished improvements shall be required along with an agreement authorizing the City or its agents to enter the premises and complete the required improvements if they are not completed by a reasonably stipulated deadline, with the cost of such City completion to be charged against the financial guarantee. 18. A separate application and signage plan in conformance with the sign regulations must be submitted to the City for review and approval prior to the erection of any signs. 19. Construction and earthmoving activities shall be limited to the hours of 7:00 a.m. to 7:00 p.m. Monday through Friday. Weekend construction hours shall be limited to the hours of 8:00 a.m. to 5:00 p.m. 20. The property owner shall execute a maintenance agreement or other suitable agreement to be filed with the deed that ensures the perpetual maintenance of all onsite stormwater areas. 21. The ongoing use and occupancy of the premises is predicated on the ongoing maintenance of the structure and all required site improvements as listed in the preceding. No alteration, removal, or change to the preceding building plans or required site improvements shall occur without the express authorization of the City. Site improvements which have deteriorated due to age or wear shall be repaired or replaced in a timely fashion. EXHIBIT B PROJECT NO. PC-23-33-BC PROJECT: LES SCHWAB TIRE CENTER ADDRESS: 15690 ENGLISH AVENUE LEGAL: LOT 2, BLOCK 1, ORCHARD PLACE 2ND ADDITION, DAKOTA COUNTY, MINNESOTA LIST OF CONDITIONS for APPROVING A CONDITIONAL USE PERMIT TO LES SCHWAB TIRE CENTER FOR INTERIOR SERVICE BAYS AS AN ACCESSORY USE IN CONJUNCTION WITH AN AUTO ACCESSORY STORE LOCATED IN AN “RB” (RETAIL BUSINESS) ZONE 1. Construction and installation of the proposed service bay shall occur in conformance with the approved site and budling plans dated March 27, 2024, on file with the City. 2. Les Schwab Tire Center shall ensure the two service bay doors are closed throughout normal business hours to reduce any noise impacts from tools and other equipment inside the dedicated service/installation area. 3. The outdoor storage of tires (whether new, used or those to be discarded/recycled) shall be strictly prohibited, including storage in any accessory shed, storage box or container. 4. If the use allowed by the Conditional Use Permit is not completed or utilized within one (1) year of the date of approval, the permit shall become null and void. 5. The Conditional Use Permit may be revoked for cause if the terms of (1) through (4) preceding are not adhered to. 157TH ST W PILOT KNOB RD ENGLISH AVE EMPEROR AVE 158TH ST W ENGLISH AVE PILOT KNOB RD SITE Les Schwab15690 English AveZoned "RB"Retail Business ¯ ^0 200 400 Feet P P RB 157TH ST W PILOT KNOB RD ENGLISH AVE EMPEROR AVE 158TH ST W ENGLISH AVE PILOT KNOB RD SITE Les Schwab15690 English AveZoned "RB"Retail Business ¯ ^0 200 400 Feet CITY OF MEMO Public Works TO: Tim Benetti, Community Development Director FROM: Evan Acosta, Assistant City Engineer DATE: January 31, 2024 SUBJECT: Les Schwab Tire Center Site Plan /Conditional Use Permit Review per plans dated 09/1/2023 Tim, The following are comments regarding the Les Schwab Tire Center Plans dated 9/1/2023. Please include these items as conditions to approval. General 1. All work and infrastructure within public easements or right of way shall be to City standards. 2. Provide a narrative of how the buildings will be constructed and any impacts. The narrative shall include the following: a. Shoring (if applicable) b. Material Storage. c. Haul routes to and from the site. d. Phasing 3. No construction work shall begin prior to a preconstruction meeting conference with a Public works and a Building Inspections representative. 4. Public Work Department (952-953-2400) shall be notified a minimum of 48 hours for any required water main shut downs and/or connections. 5. Plans should include reference to all used City of Apple Valley standard detail plates. All Standard detail plates should be shown in the details section of the plans. Permits 6. Provide a copy of the executed Minnesota Department of Health, Minnesota Pollution Control Agency, Met Council, Department of Labor and any other required permits prior to construction. 7. Department of Labor and Industry (DOLI) shall review private utilities. 8. A right of way permit will be required for all work within public easements or right of way. 9. A Natural Resource Management Permit (NRMP) will be required prior to any land disturbing activity commences. 10. The applicant will be subject to the requirements of the State NPDES Construction Storm water Permit. The applicant must provide proof of permit. Site 11. Include Auto turn drawing for service and emergency vehicles entering and leaving the site. 12. Pavement section for public roadways shall match existing roadways and be shown on the plans. 13. Sidewalk will be required on the perimeter of the site. • Crosswalks will be required at the Northwest corner of the site (heading north) and the Northeast corner of the site (heading east). 14. Reduced pavement width or a curb bump out is required along the west curb line of the One Way entrance off of 157th St W. 15. Signage Plan and details should be included on site plan (i.e. pedestrian crossing signage, ADA, directional signs, no parking, buffer/storm water signs, no snow storage in storm water basins, etc…) for review 16. Driveway Aprons shall be per City of Apple Valley standard detail plate STR-5. 17. Show locations of proposed lighting fixtures for parking lots and site. 18. Submit a Storm water Management Checklist. The checklist can be found on the City’s website at https://www.cityofapplevalley.org/DocumentCenter/View/16258/Project- Submittal-Checklist_Fillable Grading & Drainage Plan 19. Final Storm Water Pollution Prevention Plan (SWPPP) shall be included with plans and shall be reviewed and approved by City Engineer. 20. Final Grading Plans shall be reviewed and approved by City Engineer. 21. Provide the overall site composite Curve Number (CN) along with the impervious % on the area tabulation. 22. Label the emergency overflows (EOF’s) on the grading plan. 23. Structure type I-4 is not shown in the structure summary table. Storm Sewer 24. Final locations and sizes of Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. 25. The 2 sump structures shall be privately maintained and routinely cleaned as the accumulated sediment will be from the private parking lots and roadways. A maintenance agreement will be required. 26. Storm sewer within right of way and public drainage and utility easement for purposes of connection to public infrastructure shall be reinforced concrete pipe and meet all City standards. Sanitary Sewer and Water main 27. Final locations and sizes of Sanitary Sewer and Water main shall be reviewed with the final construction plans and approved by City Engineer. 28. All water mains located within right of way and public easements for purposes of connection to public infrastructure shall be ductile iron pipe and meet all City standards. 29. Provide gate valves on all water lines going into the buildings including fire suppression lines in accordance with City Detail plate 30. All watermain shall be a min depth of 8.0’. 31. Identify Irrigation service location(s) if applicable per SER-4. 32. Provide additional drawing showing required hydrant coverage for site. 33. Domestic water and fire service shall be split outside the existing building and the valves shall be located 1.5 times the height of the building away from the building or placed in location readily accessible per City of Apple Valley standard detail plate SER-6. City of MEMO Public Works Department TO: Tim Benetti, Community Development Director FROM: Taylor Stockert, Natural Resources Technician DATE: January 11, 2024 SUBJECT: Les Schwab Tire Center, 15690 English Ave. – Landscaping Notes 1. Eliminate Amur maple from the planting schedule – Amur maple is listed as a “specially regulated plant” on the Minnesota Department of Agriculture noxious weed list. Due to the plant’s propensity to disperse its seeds via wind and the site’s proximity to the regional storm ponding area, it should be eliminated from the schedule. 2. ‘Autumn Blaze’ maple should be eliminated from the plant schedule and no other maples should be substituted in their place or added to the plant schedule. This is for two reasons: a) Apple Valley Natural Resources does not recommend the planting of any maple species under any circumstances. Maples currently make up approximately 17-23% of all tree species in Apple Valley. This number is similar to what the content of ash trees was in Apple Valley prior to emerald ash borer infestation. It is an unsustainable amount that should be no greater than 10%. In the event of a maple-specific pest or pathogen similar to EAB, the financial burden on the City, its residents, and its businesses would be astronomical. b) ‘Autumn Blaze’ maples specifically, and maples in general, are a poor choice for parking lot islands. ‘Autumn Blaze’ maple mortality was up significantly in 2023 primarily due to recent drought conditions, which are only exacerbated in parking lot island settings. 3. The Orchard Place commercial development has proven to be a difficult area for tree establishment. This is likely due to factors common to all parking lot areas as well as the site’s soil conditions. To increase the chances of mitigating these issues, suggested tree species are ginkgo, DED-resistant elm varieties, hawthorn, honeylocust, hackberry, Northern catalpa, and bur oak. In addition to maples, paper birch and river birch should be avoided due to drought sensitivity, but ‘Dakota Pinnacle’ birch appears to show drought resistance. 4. The current plant schedule contains only one shrub, ‘Gro-Low’ sumac. If more shrubs or native planting areas are added, Apple Valley Natural Resources highly recommends native shrubs and plants. Native shrubs and plants not only add aesthetic value but are also ideally adapted to drought and climate conditions. City of MEMO Building Inspections TO: Tim Benetti, Community Development Director FROM: George Dorn, Building Official DATE: January 8, 2024 SUBJECT: Les Schwab Tire Center, 15690 English Ave. • SAC determination is required from Met Council prior to permit issuance from the city. • Geotechnical report, boring log and Special Inspector Agreement is required prior to permit. • Submit plans to Minnesota Department of Labor, Plumbing Division for review of proposed plumbing, roof drainage, sanitary and storm design. • Separate sign permits are required. Signed structural drawings will be required for review with the Building Permit application. • Mechanical equipment and appliances on roofs or elevate structures shall be accessed in accordance with the 2020 Minnesota Mechanical Code 306.5. Depict on your plans how you intend to access mechanical equipment if it is to be elevated. • The City of Apple Valley has adopted the 2020 MSBC 1306, subpart 3 Special Fire Protection systems. This section would require the building to have an automatic sprinkler system installed based on occupancy type and square footage. • The allowable area and building heights will be determined once the code analysis has been completed. • Platting of the property lines must be completed prior to permit issuance. • Architectural, Structural and Civil plans are required to be signed with the permit application. • The domestic and fire suppression water supply is required to be split outside the building with separate shut off valves. Contact our City Engineer for acceptable connections. • Minnesota Plumbing Code 1017.1 requires that repair garages be provided with an oil or flammable waste interceptor that shall be connected to necessary floor drains. Plans must be submitted to Minnesota Department of Labor and Industry Plumbing Division for review and approval. Plumbing permit application with plans can be submitted to The City of Apple Valley after plan review approval is given by DLI (cityofapplevalley.org). MATERIAL LEGEND: BLK-1 BLK-2 BLK-3 SP-1 SF-1 EP-2 ST-1 MP-1 F-1 R-4 ANGELUS CONCRETE MASONRY UNIT, SPLIT-FACE FACE (ONYX) ANGELUS CONCRETE MASONRY UNIT, BURNISHED FACE (CANYON BLUFF) ANGELUS CONCRETE MASONRY UNIT, SPLIT-FACE FACE (LADERA RED) SOFFIT PANEL PAC-CLAD FLUSH SOLID W/ PVDF WOOD GRAIN FINISH (COPPER) SITE FURNISHINGS IN DARK BRONZE, TRASH RECEPTICLE AND BENCH EXTERIOR PAINT SUPERPAINT EXTERIOR ACRYLIC LATEX SATIN A89W01151 (DARK BRONZE) CORONADO STONE -TUSCAN VILLA, (COAL) SOLID METAL PANEL (SW GRIZZLE GREY) HORIZONTAL METAL FENCING (DARK BRONZE) STANDING SEAM METAL ROOF (DARK BRONZE) GROUND FLOOR 100'-0" GROUND FLOOR 100'-0" T.O. STONE VENEER 104'-0" UPPER PANEL CHANGE 119'-4" T.O. PARAPET 125'-4" BLK-2 EP-2 EP-2SP-1 BLK-2 BLK-1 SF-1 ST-1 BLK-3 T.O. PARAPET EP-2 MP-1 MP-1 EP-2 128'-6" T.O. ROOF EP-2 MP-1 MP-1 EP-2 ST-1 ST-1 EP-2EP-2SP-1 BLK-3 BLK-3 BLK-2 115'-4" T.O. STOREFRONT 131'-6 5/8" GROUND FLOOR 100'-0" GROUND FLOOR 100'-0" T.O. STONE VENEER 104'-0" UPPER PANEL CHANGE 119'-4" T.O. PARAPET 125'-4" BLK-2 BLK-2 EP-2 SF-1 BLK-3 BLK-1 EP-2 ST-1 ST-1 131'-6 5/8" T.O. ROOF EP-2 REVISIONS 3/26/2024 2:56:47 PM EXTERIOR ELEVATIONS A2.1 03.26.2024 © 2023 | ALL RIGHTS RESERVED DESIGNED BY | NC DRAWN BY | TC LE S S C H W A B T I R E C E N T E R - A P P L E V A L L E Y , M N | Project# 2324 | PROJECT# | 2324 1/8" = 1'-0" FRONT ELEVATION 1/8" = 1'-0" SHOWROOM ELEVATION PERSPECTIVE 03/27/2024 GROUND FLOOR 100'-0" GROUND FLOOR 100'-0" T.O. STONE VENEER 104'-0" UPPER PANEL CHANGE 119'-4" T.O. PARAPET 125'-4" BLK-2 BLK-2 BLK-1 EP-2 BLK-3 ST-1 MP-1EP-2 MP-1 ST-1 128'-6" T.O. PARAPET 131'-6 5/8" T.O. ROOF EP-2 MP-1 EP-2 MP-1 R-4EP-2EP-2 BLK-3EP-2 BLK-3 GROUND FLOOR 100'-0" GROUND FLOOR 100'-0" T.O. STONE VENEER 104'-0" UPPER PANEL CHANGE 119'-4" T.O. PARAPET 125'-4" T.O. HIGH PARAPET 130'-0" BLK-2 EP-2 BLK-3 EP-2EP-2 ST-1 BLK-3 BLK-2 ST-1 EP-2 EP-2 MATERIAL LEGEND: BLK-1 BLK-2 BLK-3 SP-1 SF-1 EP-2 ST-1 MP-1 F-1 R-4 ANGELUS CONCRETE MASONRY UNIT, SPLIT-FACE FACE (ONYX) ANGELUS CONCRETE MASONRY UNIT, BURNISHED FACE (CANYON BLUFF) ANGELUS CONCRETE MASONRY UNIT, SPLIT-FACE FACE (LADERA RED) SOFFIT PANEL PAC-CLAD FLUSH SOLID W/ PVDF WOOD GRAIN FINISH (COPPER) SITE FURNISHINGS IN DARK BRONZE, TRASH RECEPTICLE AND BENCH EXTERIOR PAINT SUPERPAINT EXTERIOR ACRYLIC LATEX SATIN A89W01151 (DARK BRONZE) CORONADO STONE -TUSCAN VILLA, (COAL) SOLID METAL PANEL (SW GRIZZLE GREY) HORIZONTAL METAL FENCING (DARK BRONZE) STANDING SEAM METAL ROOF (DARK BRONZE) GROUND FLOOR T.O. ENCLOSURE 108'-0" 100'-0" BLK-2 BLK-1 EP-2 GROUND FLOOR T.O. ENCLOSURE BLK-2 BLK-1 108'-0" 100'-0" GROUND FLOOR T.O. ENCLOSURE BLK-2 BLK-1 108'-0" 100'-0" GROUND FLOOR T.O. ENCLOSURE BLK-2 BLK-1 108'-0" 100'-0" REVISIONS 3/26/2024 2:59:13 PM EXTERIOR ELEVATIONS A2.2 03.26.2024 © 2023 | ALL RIGHTS RESERVED DESIGNED BY | NC DRAWN BY | TC LE S S C H W A B T I R E C E N T E R - A P P L E V A L L E Y , M N | Project# 2324 | PROJECT# | 2324 1/8" = 1'-0" REAR ELEVATION 1/8" = 1'-0" LOADING ELEVATION PERSPECTIVE 1/8" = 1'-0" FRONT TRASH ENCLOSURE ELEVATION 1/8" = 1'-0" RIGHT TRASH ENCLOSURE ELEVATION 1/8" = 1'-0" LEFT TRASH ENCLOSURE ELEVATION 1/8" = 1'-0" REAR TRASH ENCLOSURE ELEVATION 03/27/2024 REVISIONS 3/1/2024 4:02:05 PM MATERIALS BOARD A2.3 03.01.2024 © 2023 | ALL RIGHTS RESERVED DESIGNED BY | NC DRAWN BY | NC LE S S C H W A B T I R E C E N T E R - A P P L E V A L L E Y , M N | Project# 2324 | PROJECT# | 2324 SCALE: 1/4" = 1'-0" CONCRETE MASONRY UNIT, SPLIT-FACE (LADERA RED)BLK-3SCALE: 1/4" = 1'-0" CONCRETE MASONRY UNIT, BURNISHED (CANYON BLUFF)BLK-2SCALE: 1/4" = 1'-0" CONCRETE MASONRY UNIT, SPLIT-FACE (ONYX)BLK-1SCALE: 1/4" = 1'-0" WOODGRAIN COPPERSP-1 SCALE: 1/4" = 1'-0" STONE VENEER - COALST-1 1/4" = 1'-0" COLOR - GRIZZLE GREY 1/4" = 1'-0" COLOR - DARK BRONZE 03/27/2024 20'-0"165'-8"20'-0" 205'-8" 25 ' - 4 " 58 ' - 8 " 25 ' - 4 " 58 ' - 8 " 84 ' - 0 " LOUNGE SALES HALL MANAGER'S OFFICE SERVERTRAINING EMPLOYEE LOUNGE SHOWROOM SERVICE BAYS WAREHOUSE BULLPEN RE S T R O O M RE S T R O O M JANITOR EM P L O Y E E RR VE N D I N G HA L L W A Y RACKING PLATFORM STORAGE OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW 205'-8" 84 ' - 0 " REVISIONS 3/26/2024 2:55:06 PM FLOOR PLANS A2.0 03.26.2024 © 2023 | ALL RIGHTS RESERVED DESIGNED BY | NC DRAWN BY | TC LE S S C H W A B T I R E C E N T E R - A P P L E V A L L E Y , M N | Project# 2324 | PROJECT# | 2324 SCALE: 3/32" = 1'-0"1 GROUND FLOOR PLAN NORTH REF TOTAL FLOOR AREA - NET GROUND FLOOR SHOWROOM / SALES M 1912 ft² OFFICE/EMPLOYEE/SUPPORT B 724 ft² WAREHOUSE S1 3485 ft² SERVICE BAYS S1 9776 ft² SECOND FLOOR RACKING PLATFORM S1 2703 ft² STORAGE/EQUIPMENT RM S1 994 ft² 19593 ft² SCALE: 3/32" = 1'-0"2 STORAGE/RACKING PLATFORM PLAN NORTH REF - 15,897 sf - 3,697 sf 03/27/2024 W W W W W W 157TH ST W EN G L I S H A V E AS P H A L T AS P H A L T ASPHALT ASPHALT ASPHALT 945 944 943 94 2 942 941 940 93 9 9 3 8 9 3 9 9 4 0 9 4 1 942 943944 945 945 9 4 6 946 N 30 0 30 60 SCALE FEET NOTES: 1. THESE NOTES APPLY TO THE ENTIRE PROJECT EXCEPT AS INDICATED OTHERWISE. CONTRACTOR SHOULD NOTE THAT ADDITIONAL CONSTRUCTION NOTES ARE INCLUDED ON INDIVIDUAL DRAWINGS. 2. THESE NOTES ARE FOR GENERAL REFERENCE IN CONJUNCTION WITH AND AS A SUPPLEMENT TO THE WRITTEN SPECIFICATIONS, DETAILS, ADDENDA AND CHANGE ORDERS ASSOCIATED WITH THE CONTRACT DOCUMENTS. 3. ALL WORK WITHIN CITY ROW SHALL FOLLOW THE CITY OF HUTCHINSON STANDARD SPECIFICATIONS. CONTACT THE CITY FOR A COPY OF THE CITY SPECIFICATIONS. 4. ANY ERRORS OR OMISSIONS DISCOVERED BY THE CONTRACTOR IN THE PLANS OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER WHEN DISCOVERED. THE CONTRACTOR SHALL ALLOW TIME FOR CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK IN QUESTION. 5. REQUESTS FOR SUBSTITUTIONS OR DEVIATIONS FROM THE PLANS OR SPECIFICATIONS BY THE CONTRACTOR OR OWNER SHALL BE APPROVED IN WRITING BY THE ENGINEER OR ARCHITECT PRIOR TO IMPLEMENTATION. 6. THE OWNER SHALL EMPLOY AND PAY FOR THE SERVICES OF AN INDEPENDENT TESTING LABORATORY TO PERFORM ALL INSPECTIONS, TESTS, OR APPROVALS REQUIRED BY THE CONTRACT DOCUMENTS AND FOR COMPLETION OF ALL PHASES OF THE WORK. CONTRACTOR SHALL COORDINATE SCHEDULE WITH OWNER'S TESTING AGENCY. 7. THE CONTRACTOR SHALL HIRE AN ENGINEERING OR SURVEYING FIRM TO PROVIDE CONSTRUCTION STAKING SERVICES. CONTACT KLJ AT 701-232-5353 TO REQUEST A QUOTE. 8. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTS. ANY MONUMENTS DISTURBED OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. 9. CONTRACTOR SHALL PROVIDE A ONE (1) WEEK NOTICE TO ENGINEER, OWNER, AND PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION. 10. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THEIR REPRESENTATIVES. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. UNDERGROUND LOCATES SHALL BE MADE BY USING MINNESOTA "ONE CALL" NUMBER 800-252-1166 OR 811. 11. THIS PLAN SET INCLUDES A LEGEND OF GENERAL ABBREVIATIONS, SYMBOLS AND MATERIALS. SOME SYMBOLS, MATERIALS, AND ABBREVIATIONS MAY NOT BE UTILIZED ON THIS SPECIFIC PROJECT. 12. THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN ALL NECESSARY PERMITS. 13. CONTRACTOR SHALL REVIEW AND FOLLOW THE RECOMMENDATIONS FROM THE GEOTECHNICAL REPORT. 14. THE CONTRACTOR SHALL MAINTAIN INGRESS/EGRESS ACCESS TO THIS PROPERTY AND ADJACENT PROPERTIES AT ALL TIMES. THE CONTRACTOR SHALL COORDINATE DETOURS AND ANY TEMPORARY CLOSURES WITH THE OWNER. THE CONTRACTOR SHALL KEEP THE DURATION OF ALL CLOSURES AND DETOURS TO A MINIMUM. ALL DETOURS AND CLOSURES SHALL BE INSTALLED PER MUTCD REQUIREMENTS. REMOVALS & DEMOLITION: 1. CONTRACTOR SHALL FULL DEPTH SAW CUT ALL CURB AND GUTTER, SIDEWALK, AND PAVEMENT PRIOR TO REMOVAL. 2. ANY EXISTING STRUCTURES DISTURBED BY CONSTRUCTION AND NOT CALLED FOR REMOVAL ARE TO BE RESTORED TO THEIR ORIGINAL LOCATION AND CONDITION. THIS INCLUDES ALL STRUCTURES SUCH AS CURB AND GUTTER, ADJACENT PAVEMENT, SIDEWALKS, ETC. 3. MISCELLANEOUS ITEMS INCLUDING, BUT NOT LIMITED TO, MAILBOXES, STREET LIGHTS, TRAFFIC LIGHTS, SIGNS, FENCES, POLES, ETC. SHALL BE PROTECTED OR REMOVED AND REINSTALLED BY THE CONTRACTOR WITH THE OWNERS AND PROPERTY OWNERS PERMISSION, AND THIS WORK SHALL BE INCIDENTAL TO THE CONTRACT. 4. IF ENCOUNTERED, CONTRACTOR SHALL PROTECT EXISTING IRRIGATION SYSTEMS WHETHER SHOWN ON PLANS OR NOT. ANY DAMAGE TO EXISTING IRRIGATION SYSTEM(S) CAUSED BY CONSTRUCTION SHALL BE REPAIRED/RESTORED AT CONTRACTOR'S EXPENSE. 5. EXCESS EXCAVATED MATERIAL INCLUDING PIPE, STUMPS, ROOTS, SOIL MATERIALS OR ANY OTHER ITEMS THE OWNER DOES NOT WISH TO SALVAGE SHALL BECOME THE CONTRACTOR'S PROPERTY AND SHALL BE REMOVED FROM THE SITE AND DISPOSED OF PROPERLY, INCIDENTAL TO THE CONTRACT. ALL CONCRETE SHALL BE LEGALLY DISPOSED OF OFFSITE, INCIDENTAL TO THE CONTRACT. 6. THE CONTRACTOR SHALL COORDINATE WITH THE CONSTRUCTION MANAGER AND THE APPROPRIATE UTILITY COMPANIES TO OBTAIN APPROVAL FOR AND DETERMINE THE EXTENTS OF REMOVAL, RELOCATION OR ABANDONMENT OF EXISTING ELECTRICAL, GAS AND COMMUNICATIONS LINES. 7. SURVEY COMPLETED BY OTHERS AND PROVIDED TO KLJ ON 7/20/2023. SANITARY SEWER SERVICE LINE WATER MAIN WATER SERVICE LINE TELEPHONE - UNDERGROUND TELEPHONE - OVERHEAD STORM SEWER (24" OR LESS) STORM SEWER EDGEDRAIN ASPHALT EDGE FIBER - UNDERGROUND GAS - UNDERGROUND SANITARY SEWER (24" OR LESS) ELECTRICAL - OVERHEAD ELECTRICAL - UNDERGROUND CABLE TV - UNDERGROUND BUILDING CANOPY CONSTRUCTION LIMITS CENTERLINE W W T T T(O)T(O) G G FO FO E(O)E(O) E E TV TV PROPOSEDITEMEXISTING LEGEND PROPERTY PIN GAS METER CABLE TV PEDESTAL STORM SEWER MANHOLE TELEPHONE PEDESTAL TELEPHONE MANHOLE ELECTRICAL METER ELECTRICAL PEDESTAL LIGHT POLE GUY WIRE POWER POLE CATCH BASIN SANITARY MANHOLE CLEANOUT CURB INLET SIGN BUSH/SHRUB TEE CROSS GATE VALVE FIRE HYDRANT CONTROL POINT REDUCER BEND TREES CONIFEROUS/ DECIDUOUS CURB STOP CL G S ST TT E VERTICAL BEND SANITARY FORCEMAIN MANHOLE FM YARD HYDRANT FM E ELECTRICAL BOX ELECTRICAL MANHOLE EE FIBER OPTIC PEDESTALFO UTILITY MARKER BENCHMARK PIPE CAP T(O)T(O) E(O)E(O) SANITARY SEWER (24" OR MORE) STORM SEWER (24" OR MORE) ABBREVIATIONS: ALT = ALTERNATE ASP = ALUMINUM SPIRAL PIPE C.C. = CENTER TO CENTER CDF = CONTROLLED DENSITY FILL ELEV = ELEVATION E.W.F. = ENGINEERED WOOD FIBER EX = EXISTING FES = FLARED END SECTION FFE = FIRST FLOOR ELEVATION FG = FINISHED GRADE FL = FLOWLINE HDPE = HIGH DENSITY POLYETHYLENE HP = HIGH POINT INV = INVERT LP = LOW POINT (M) = AS MEASURED ME = MATCH EXISTING OAE = OR APPROVED EQUIVALENT O.C. = ON CENTER OCS = OUTLET CONTROL STRUCTURE (P) = AS SHOWN ON PLAT PC = POINT OF CURVATURE PERF = PERFORATED PT = POINT OF TANGENCY PVC = POLYVINYL CHLORIDE RCP = REINFORCED CONCRETE PIPE REINF = REINFORCED SAN = SANITARY ST = STORM SVC = SERVICE TA = TOP OF ASPHALT TBC = TOP BACK OF CURB TC = TOP OF CONCRETE TS&V = TAPPING SLEEVE & VALVE TW = TOP OF WALL TYP. = TYPICAL UC = UTILITY CONFLICT V = VERIFY WM = WATERMAIN BUILDING CONCRETE EDGE FENCE - BARBED WIREXXX FENCE - CHAINLINK FENCE - PLASTIC, VINYL FENCE - WOOD PROPERTY LINE ONE CALL BEFORE DIGGING 800-252-1166 SS SS SS SD SD GAS BENCHMARKS: BM-1 SANITARY MANHOLE LOCATED TO THE NORTH EAST OF THE PROPERTY IN THE MIDDLE OF MONTREAL STREET SE. ELEV = 1062.73 T T DA T E R E V I S I O N SHEET NO . ISSUE DATE DRAFTED PROJECT NUMBER REVIEWED PRELIMINARY - NOT FOR CONSTRUCTION © KLJ ENGINEERING LLC 2024 Mar 27, 2024 - 2:52pm - K:\Projects\BsnsInst\LesSchwab\2314_00145_TireCenter\T14-AppleValleyMN\CAD\Design\Plans\2314-00145.14 LSTC-Apple Valley-Site1.dwg (EXISTING) PR E L I M I N A R Y P U R P O S E S O N L Y F O R R E V I E W LE S S C H W A B T I R E C E N T E R LE S S C H W A B AP P L E V A L L E Y , M I N N E S O T A EX I S T I N G L A Y O U T 2314 09/2023 C200 MRR DEF 9HUV 1515 6 GB 17 W W W W W W W W W W W W W W W W W W W W W 157TH ST W EN G L I S H A V E AS P H A L T AS P H A L T ASPHALT ASPHALT ASPHALT 69.5'206'37.18' 51.75' 22 ' 71.87 ' 22 . 1 7 ' 35 . 0 2 ' 31' 24 . 9 7 ' R5'R10' R2' R2' 16' 20 ' 9' 9'9'9' 9' 9'20 ' 20 ' 20 ' 20 ' R5' R5' R5' R20' R5'R5' R20' R3' R4'R4' R4' R4' R3'R3' R4' R4'R4' R4'R4' R4' R4' R4'R4' E1 ST ST ST ST ST PROPOSED BUILDING FFE: 944.39 50 ' 30'62.25' 21.28' TRASH ENCLOSURE 50' BUILDING SETBACK LINE 50' BUILDING SETBACK LINE 30' BUILDING SETBACK LINE 30 ' B U I L D I N G S E T B A C K L I N E 30 ' B U I L D I N G S E T B A C K L I N E ST DA T E R E V I S I O N SHEET NO . ISSUE DATE DRAFTED PROJECT NUMBER REVIEWED PRELIMINARY - NOT FOR CONSTRUCTION © KLJ ENGINEERING LLC 2024 Mar 27, 2024 - 2:52pm - K:\Projects\BsnsInst\LesSchwab\2314_00145_TireCenter\T14-AppleValleyMN\CAD\Design\Plans\2314-00145.14 LSTC-Apple Valley-Site1.dwg (SITE) PR E L I M I N A R Y P U R P O S E S O N L Y F O R R E V I E W N 30 0 30 60 SCALE FEETNAVD 88 LE S S C H W A B T I R E C E N T E R LE S S C H W A B AP P L E V A L L E Y , M I N N E S O T A SI T E L A Y O U T 2314 09/2023 C300 MRR DEF SITE REQUIREMENTS: TOTAL LOT AREA: 118,362 SF ~ 2.72 ACERS DISTURBED LOT AREA: 102,800 SF ~ 2.36 ACRES IMPERVIOUS AREA: 66,562 SF ~ 1.53 ACRES ~ 64.8% PERVIOUS AREA: 36,238 SF ~ 0.83 ACRES ~ 35.2% 9HUV 1515 6 GB 17 W W W W W W W W W W W W W W W W W W W W W 157TH ST W EN G L I S H A V E AS P H A L T AS P H A L T ASPHALT ASPHALT ASPHALT 5.00' 3@6.8'10.00'2@9.5'6@10'8.00' 2@ 1 0 ' 3@9' 5.75'30.00' 7. 9 6 ' 3@ 8 . 7 ' 10 . 0 0 ' 3@ 7 . 7 ' 2@ 9 . 7 ' 3. 6 7 ' 4@10'6@10' 6@ 9 . 9 ' 8. 0 0 ' 2@7.9'17@8' 2@ 9 . 8 ' 3. 8 2 ' 2@10' 2@8' 10 . 0 0 ' E1 ST ST ST ST ST PROPOSED BUILDING FFE: 944.39 ST DA T E R E V I S I O N SHEET NO . ISSUE DATE DRAFTED PROJECT NUMBER REVIEWED PRELIMINARY - NOT FOR CONSTRUCTION © KLJ ENGINEERING LLC 2024 Mar 27, 2024 - 2:52pm - K:\Projects\BsnsInst\LesSchwab\2314_00145_TireCenter\T14-AppleValleyMN\CAD\Design\Plans\2314-00145.14 LSTC-Apple Valley-Site1.dwg (JOINTING) PR E L I M I N A R Y P U R P O S E S O N L Y F O R R E V I E W NOTES: 1. JOINT LAYOUT MAY BE ADJUSTED DURING CONSTRUCTION. CONTRACTOR SHALL SUBMIT REVISED JOINTING PLAN TO ENGINEER FOR APPROVAL. 2. ALL JOINTS SHALL BE SEALED. LE S S C H W A B T I R E C E N T E R LE S S C H W A B AP P L E V A L L E Y , M I N N E S O T A JO I N T I N G L A Y O U T 2314 09/2023 C301 MRR DEF 9HUV 1515 6 GB 17 W W W W W W W W W W W W W W W W W W W W W 157TH ST W EN G L I S H A V E AS P H A L T AS P H A L T ASPHALT ASPHALT ASPHALT ST ST ST-1 RIM 942.86 12" INV IN 939.64 (N) 12" INV OUT 939.64 (E) I-6 RIM 935.86 12" INV IN 934.62 (E) 4" INV IN 934.62 (S) 12" INV OUT 934.62 (NW) 89 LF 12" STORM @ 2.96% 72 LF 12" STORM @ 1.46% 5 LF 6" STORM @ 1.46% 70 LF 12" STORM @ 1.46%75 LF 12" STORM @ 1.46% 5 LF 6" STORM @ 4.16% 18 LF 12" RCP @ 1.46% 65 LF 12" STORM @ 1.46% ST-2 RIM 943.46 12" INV IN 937.57 (W) 6" INV IN 938.87 (N) 12" INV OUT 937.57 (E) 12"X12"X6" TEE 6" INV IN 936.20 (N) 12" INV IN 936.20 (W) 12" INV OUT 936.20 (E) 12"X12"X6" TEE 6" INV IN 936.47 (N) 12" INV IN 936.47 (W) 12" INV OUT 936.47 (E) 6" INV 936.91 6" INV 936.64 6" INV 939.08 6" INV 938.66 ST 12"X12"X6" TEE 15" INV IN 934.32 (W) I-5 RIM 940.77 4" INV IN 937.27 (N) 12" INV OUT 937.27 (W) I-2 RIM 939.69 4" INV IN 936.78 (E) 12" INV OUT 936.78 (S) I-4 RIM 939.58 24" HDPE INV. NW: 933.38 18" HDPE INV. N: 933.54 18" HDPE INV. E: 933.49 15" RCP INV. S: 933.39 30 LF 6" STORM @ 1.46% 30 LF 6" STORM @ 1.46% ST ST ST-4 WITH SAFL RIM 945.01 12" INV IN 933.28 (SE) 15" INV OUT 933.28 (SW) SUMP 931.27 25 LF 15" STORM @ 2.96% EXST-1 RIM 943.69 15" INV IN 932.55 (NE) 11 LF 12" STORM @ 1.46% I-1 RIM 943.19 4" INV IN 939.80 (E) 4" INV IN 939.80 (NW) 12" INV OUT 939.80 (S) 11 LF 12" STORM @ 1.35% 12"X12"X6" TEE 12" INV IN 935.40 (N) 4" INV IN 935.40 (SW) 12" INV OUT 935.40 (S)10 5 L F 1 2 " S T O R M @ 1 . 3 1 % 12"X12"X6" TEE 6" INV IN 938.59 (N) 12" INV IN 938.59 (W) 12" INV OUT 938.59 (E) 45 LF 12" STORM @ 2.96% 15 LF 4" PERF. PIPE 4 LF 4" PERF. PIPE 15 LF 4" PERF. PIPE 15 LF 4" PERF. PIPE 5 LF 4" PERF. PIPE 15 LF 4" PERF. PIPE 4" 90° BEND 4" 90° TEE 15 LF 4" PERF. PIPE 15 LF 4" PERF. PIPE 15 LF 4" PERF. PIPE 15 LF 4" PERF. PIPE ST-3 WITH SAFL RIM 941.93 12" INV IN 935.26 (W) 12" INV IN 935.26 (N) 15" INV OUT 935.26 (E) SUMP 933.26 64 L F 1 5 " S T O R M @ 1 . 4 7 % PROPOSED BUILDING FFE: 944.39 REPLACE EXISTING MANHOLE COVER WITH NEEHAH CURB INLET ST REMOVE INLET AND REPLACE WITH MANHOLE WATER, SANITARY, & STORM SEWER: 1. ALL WORK WITHIN THE CITY ROW SHALL FOLLOW THE CITY OF APPLE VALLEY STANDARD SPECIFICATIONS. 2. ALL PIPE DIMENSIONS ARE LISTED TO CENTER OF STRUCTURE. 3. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING PIPE MATERIALS, SIZES, AND LOCATIONS AT ALL LOCATIONS. 4. SITE UTILITY CONTRACTOR SHALL COORDINATE WITH BUILDING MECHANICAL CONTRACTOR FOR UTILITY CONNECTIONS, LOCATIONS, AND ELEVATIONS. 5. TRACER WIRE SHALL BE INSTALLED ON SANITARY SEWER SERVICES & WATER SERVICES. 6. SEE SHEETS C700-C701 FOR UTILITY DETAILS. STRUCTURE SUMMARY TABLE I-6 STRUCTURE NO. CASTING - GRATE MANUFACTURER CASTING - FRAME SIZE/TYPE MODELS AND MANUFACTURES INCLUDED IN CASTING SCHEDULE ARE "OR EQUAL" ITEMS, CONTRACTOR MAY SUBMIT SIMILAR ALTERNATE PRODUCTS FOR REVIEW BY THE ENGINEER. ST-4 CONCRETE NEENAH R-3067 SOLID CONCRETE NEENAH R-2563 24"x36" INLET TYPE C CONCRETE TYPE C CONCRETE CONCRETE ST-2 STRUCTURE NO. CASTING - GRATE MANUFACTURER CASTING - FRAME SIZE/TYPE CONCRETE NEENAH R-2563 I-1 NEENAH R-2563 12" 4" 270°90°147° 12" 12" SOLID I-5 12" 4" 136° 4" 90° 12" 12"270°12" TYPE C TYPE C 156° 68° CONCRETE I-2 CONCRETE I-3 NEENAH R-2563 NEENAH R-3067 TYPE C 90° 12" 270° TYPE C 90°12"180°12"90° 6" 4"180° 4" 12" 114° 66° 12" CONCRETE ST-3 SOLID 112°12"158°15" 90° 12" ST-1 12"12" 112° 248° 4" 90°123° 48" MANHOLE 48" MANHOLE 24"x36" INLET 24"x36" INLET24"x36" INLET 24"x36" INLET NEENAH R-2563 48" MANHOLE 24"x36" INLET NEENAH R-2563 NEENAH R-2563 DA T E R E V I S I O N SHEET NO . ISSUE DATE DRAFTED PROJECT NUMBER REVIEWED PRELIMINARY - NOT FOR CONSTRUCTION © KLJ ENGINEERING LLC 2024 Mar 27, 2024 - 2:52pm - K:\Projects\BsnsInst\LesSchwab\2314_00145_TireCenter\T14-AppleValleyMN\CAD\Design\Plans\2314-00145.14 LSTC-Apple Valley-Site1.dwg (UTILITY) PR E L I M I N A R Y P U R P O S E S O N L Y F O R R E V I E W LE S S C H W A B T I R E C E N T E R LE S S C H W A B AP P L E V A L L E Y , M I N N E S O T A UT I L I T Y L A Y O U T 2314 09/2023 C400 MRR DEF 9HUV 1515 6 GB GB GB GB 17 W W W W W W W W W W W W W W W W W W W W W 157TH ST W EN G L I S H A V E AS P H A L T AS P H A L T ASPHALT ASPHALT ASPHALT 3.5% 5 . 8 % 5. 8 % 4.1 % 3.9 % 1. 5 % 1. 5 % 1. 5 % 2.6 % 2. 8 % 5.9% 4.4% 6.3% 4.2% 3.5% 3. 3 % 3.0% 3.0% 3.1% 3.1% 1. 7 % 3.1% 1. 7 % ??? ??? 3.9 % 2. 9 % 3. 6 % 2. 4 %2.8 % 2.9 % 9.3% 9.3% 7 . 6 %2.8% 7 . 6 % 4.7 % 5. 3 % 4.7 % 1 . 7 % 1.7% 2. 4 % 1.8% 2. 7 % 2.4 % 3.5% 3.3% 3.8% ST ST ST ST ST TBC 943.09 TBC 943.35 TBC 943.82 TBC 942.11 TBC 941.23 TBC 941.31 TBC 941.73 TBC 941.68 TBC 941.68 TBC 940.83 TBC 940.79TBC 940.79 TBC 941.14 TBC 943.50 TBC 943.31 TBC 942.84 TBC 942.80 TBC 942.80 TBC 942.83 TBC 942.24 TBC 942.12 TBC 942.12 TBC 942.25 TBC 943.16 TBC 943.13TBC 943.13 TBC 943.16 TBC 943.28 TBC 943.24 TBC 943.35TBC 943.39 TBC 943.41 TBC 943.37 TBC 942.94 TBC 942.88 TBC 942.88 TBC 943.11 TBC 943.51 TBC 943.70 TBC 943.76TBC 943.49 TBC 943.25 TBC 944.30 TBC 944.26 TBC 944.36 TBC 945.55 TBC 945.73 ME/TBC ??? TBC ??? TBC 943.24 TBC 943.54 TBC 944.39 TBC 944.39 TBC 942.69 TBC 942.55 TBC 940.32 TBC 940.00 TBC 939.79 TBC 939.87 TBC ??? TBC 945.50 TC 944.26 TC 944.29 TC 944.31 TC 944.26 TC 943.94 TC 943.93 TC 944.08 TBC 941.44 TC 944.26 TC 944.08 TC 943.97 TC 943.78 ME/TBC 942.32 ME/TBC 938.58 ME/TC 941.86 ME/TC 941.36 ME/TC 940.65 ME/TC 939.95 ME/TC 939.43 ME/TC 938.98 ME/TC 938.68 ME/TBC 938.33 ME/TBC 939.40 ME/TBC 943.99 ME/TBC ??? ME/TBC 945.69 ME/TBC 944.32 ME/TBC 944.24 ME/TBC 939.79 TC 944.39 TC 944.39 TC 944.39 TC 944.39 TC 944.39 TC 944.39 TBC 940.33 TBC 942.65 TC ??? TBC ??? TBC 944.68 TA 942.26 TA ??? TA 943.62 TA 940.94 TA 939.92 TC 941.29 TC 944.26 ME/TBC 944.87 ME/TBC 945.25 ME/TBC 945.32 ME/TBC ??? ME/TBC 945.00 ME/TBC 944.39 ME/TBC 943.91 ME/TBC 943.71 ME/TBC 943.13 ME/TBC 942.75 ME/TBC 942.22 ME/TBC 942.23 PROPOSED BUILDING FFE: 944.39 1.5% 94 1 941 942 943944 945 944 943 945 944 94 1 9 4 2 943 94 3 944 942 13 . 2 % 20 . 0 % 20 . 0 % 20 . 0 % 9. 5 % 0.9% 3.1 % 3.1 % 5.8% 6.2% 6.5% 4.7% 4.1% 0.6% 5 . 0 % 4 . 2 % 6.5 % 4. 0 % 5. 2 % 0.8% 5. 2 % 4. 8 % 6 . 7 % 1.4% ??? ??? ??? 945 944 94 3 94 2 942 941 940 93 9 9 3 8 9 3 9 9 4 0 94 1 942 943944 945 945 9 4 6 946 TC 944.19 TC 944.19 0.9% 1.3 % ST DA T E R E V I S I O N SHEET NO . ISSUE DATE DRAFTED PROJECT NUMBER REVIEWED PRELIMINARY - NOT FOR CONSTRUCTION © KLJ ENGINEERING LLC 2024 Mar 27, 2024 - 2:53pm - K:\Projects\BsnsInst\LesSchwab\2314_00145_TireCenter\T14-AppleValleyMN\CAD\Design\Plans\2314-00145.14 LSTC-Apple Valley-Site1.dwg (GRADING) PR E L I M I N A R Y P U R P O S E S O N L Y F O R R E V I E W N 30 0 30 60 SCALE FEET ABBREVIATIONS: FFE= FIRST FLOOR ELEVATION FG = FINISHED GRADE FL = FLOWLINE GB = GRADE BREAK ME = MATCH EXISTING TBC= TOP BACK OF CURB TC = TOP OF CONCRETE NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE SITE FROM EROSION ONTO ADJACENT STREETS / PROPERTIES AND INTO THE STORM SEWER SYSTEM. 2. EXISTING CONTOURS ARE SHOWN AT EXISTING GRADE. 3. PROPOSED CONTOURS ARE SHOWN AT FINISH GRADE. 4. CONTRACTOR SHALL REVIEW AND FOLLOW ALL REQUIREMENTS OF THE GEOTECHNICAL REPORT. 5. SUBGRADE SHALL BE COMPACTED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT AND PROJECT SPECIFICATIONS. GB LEGEND: GRADE BREAK LE S S C H W A B T I R E C E N T E R LE S S C H W A B AP P L E V A L L E Y , M I N N E S O T A GR A D I N G L A Y O U T 2314 09/2023 C500 MRR DEF 9HUV 1515 6 GB GB GB GB 17 W W W W W W W W W W W W W W W W W W W W W 157TH ST W EN G L I S H A V E AS P H A L T AS P H A L T ASPHALT ASPHALT ASPHALT E1 ST ST ST ST ST PROPOSED BUILDING FFE: 944.39 1.5% 94 1 941 942 943944 945 944 943 945 944 94 1 9 4 2 943 943 944 942 945 944 94 3 94 2 942 941 940 93 9 9 3 8 9 3 9 9 4 0 9 4 1 942 943944 945 945 9 4 6 946 FIBER ROLL FIBER ROLL FIBER ROLL FIBER ROLL ST DA T E R E V I S I O N SHEET NO . ISSUE DATE DRAFTED PROJECT NUMBER REVIEWED PRELIMINARY - NOT FOR CONSTRUCTION © KLJ ENGINEERING LLC 2024 Mar 27, 2024 - 2:53pm - K:\Projects\BsnsInst\LesSchwab\2314_00145_TireCenter\T14-AppleValleyMN\CAD\Design\Plans\2314-00145.14 LSTC-Apple Valley-Site1.dwg (SWPPP) PR E L I M I N A R Y P U R P O S E S O N L Y F O R R E V I E W N 30 0 30 60 SCALE FEET LEGEND GRADE BREAK FIBER ROLL INLET PROTECTION ROCK CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET GB SITE DESCRIPTION THE PROJECT CONSISTS OF A NEW BUILDING, UNDERGROUND UTILITIES, PARKING LOT, AND LANDSCAPING. THE PROJECT IS LOCATED ON LOT 2, BLOCK 1, ORCHARDPLACE 2ND ADDITION, LOCATED IN THE N1/2SE1/4 OF SECTION 35, TOWNSHIP 115 NORTH, RANGE 20 WEST OF THE 5TH PRINCIPAL MERIDIAN, TO THE CITY OF APPLE VALLEY, DAKOTA COUNTY, MINNESOTA. THE SITE IS BOUNDED BY COMMERCIAL PROPERTY TO THE NORTH, EAST, WEST AND INSTITUTIONAL TO THE SOUTH, WITH MN TRUNK HIGHWAY NO. 31 TO THE EAST, 157TH ST W TO THE SOUTH, ENGLISH AVE TO THE WEST AND 155TH ST W TO THE NORTH. THE SITE IS LOCATED ON A 2.72 ACRE PARCEL WITH AN ESTIMATED DISTURBANCE OF 1.98 ACRES. THE SITE IS CURRENTLY A VACANT LOT AND CONTAINS MOSTLY PERVIOUS AREA AND GENERALLY DRAINS TO THE SOUTHEAST AT GRADUAL GRADES. THE PROPOSED SITE WILL CONSIST MAINLY OF IMPERVIOUS SURFACES, SUCH AS THE NEW BUILDING AND PARKING LOT. STORMWATER WILL BE COLLECTED BY INLETS AND STORM SEWER WHICH WILL DRAIN TO THE CITY STORM SEWER . CONSTRUCTION SCHEDULE 1. INSTALL TEMPORARY EROSION CONTROL (I.E. CONSTRUCTION ENTRANCE, SILT FENCE, INLET PROTECTION, ETC.) 2. STRIP TOPSOIL AND STOCKPILE ONSITE. 3. INSTALL TEMPORARY SOIL STABILIZATION ON DISTURBED AREAS 4. EXCAVATE AND INSTALL BUILDING FOUNDATION 5. SITE GRADING 6. INSTALL WATER, SANITARY SEWER, AND STORM SEWER 7. INSTALL INLET PROTECTION ON NEW INLETS. 8. COMPLETE FINAL GRADING ACTIVITIES 9. COMPLETE PAVING OPERATIONS 10. MULCH AND SEED ALL DISTURBED AREAS WITHIN 14 DAYS OF TOPSOIL PLACEMENT AND GRADING. SOIL DESCRIPTION THE EXISTING SOILS FOR THE SITE CONSISTING PRIMARILY OF SANDS AND GRAVELS. RECEIVING WATERS MISSISSIPPI RIVER IS THE ULTIMATE RECEIVING WATER FOR THE SITE AND IS AN IMPAIRED WATER FOR ANY CONSTRUCTION RELATED ACTIVITIES. OPERATIONAL CONTROLS 1. THE CONTRACTOR SHALL PREPARE AND SUBMIT THE SWPPP PERMIT AND A NOTICE OF INTENT AND EROSION CONTROL PLAN TO THE OWNER 35 DAYS PRIOR TO THE START OF CONSTRUCTION ACTIVITIES FOR REVIEW. 2. THE CONTRACTOR AND OWNER ARE JOINTLY REQUIRED TO SUBMIT A NOTICE OF INTENT (NOI) TO THE MINNESOTA POLLUTION CONTROL AGENCY AT LEAST 7 DAYS PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. 3. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING THE SWPPP AS REQUIRED BY THE MINNESOTA POLLUTION CONTROL AGENCY. THE PLAN PROVIDES STRUCTURAL CONTROLS AND/OR STABILIZATION PRACTICES DESIGNED TO MINIMIZE POLLUTANTS IN THE STORMWATER DISCHARGE, TO MINIMIZE EROSION ON THE SITE, AND TO ELIMINATE TRACKING OF SOILS OFFSITE BY VEHICLES. 4. A REGULAR PROGRAM OF INSPECTION AND MAINTENANCE OF THE EROSION, SEDIMENT AND POLLUTION CONTROLS WILL BE MAINTAINED, MODIFIED, AND SUPPLEMENTED BY ADDITIONAL MEASURES IN ORDER TO ADEQUATELY MINIMIZE POLLUTANTS. 5. THE CONTRACTOR SHALL UPDATE SWPPP IF DIFFERENT FROM SWPPP PLAN THROUGHOUT CONSTRUCTION. 6. THE CONTRACTOR AND OWNER ARE JOINTLY REQUIRED TO SUBMIT A NOTICE OF TERMINATION (NOT) AFTER THE SITE HAS BEEN STABILIZED, CONSTRUCTION IS COMPLETE, AND TEMPORARY EROSION CONTROL MEASURES HAVE BEEN REMOVED. 7. STORMWATER MANAGEMENT CONTROLS IN ADDITION TO THOSE SHOWN ON THE PLANS SHALL BE PLACED, MAINTAINED, AND REMOVED AT THE DISCRETION OF THE CONTRACTOR OR AT THE DIRECTION OF THE ENGINEER AS NECESSARY. GOOD HOUSEKEEPING 1. PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL MANUFACTURER'S LABEL, UNLESS THE CONTAINER IS NOT RE-SEALABLE. ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED FOR IMPORTANT PRODUCT SAFETY INFORMATION. 2. ALL HAZARDOUS MATERIALS STORAGE AREAS SHALL HAVE RESTRICTED ACCESS TO PREVENT VANDALISM. 3. WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE DISPOSING OF THE CONTAINER. IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S OR AGENCY-RECOMMENDED METHODS OF PROPER DISPOSAL WILL BE FOLLOWED. 4. MANUFACTURES' RECOMMENDATIONS FOR PROPER USE AND DISPOSAL WILL BE FOLLOWED. 5. ALL NON-HAZARDOUS WASTE MATERIALS WILL BE COLLECTED AND STORED IN SECURELY LIDDED METAL DUMPSTERS OR OTHER APPROVED CONTAINMENT METHOD AT THE END OF EACH DAY. 6. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE WILL BE DEPOSITED IN THE DUMPSTER. THE DUMPSTER WILL BE EMPTIED AS NECESSARY TO FUNCTION AS INTENDED FOR DEBRIS COLLECTION. NO CONSTRUCTION MATERIALS WILL BE BURIED ONSITE. ALL PERSONNEL WILL BE INSTRUCTED BY THE CONTRACTOR'S EROSION CONTROL SUPERVISOR REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL. 7. ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AT A RATE NECESSARY TO MAINTAIN DESIGNED FUNCTION, BY A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR. 8. GOOD HOUSEKEEPING AND SPILL CONTROL PRACTICES WILL BE FOLLOWED DURING CONSTRUCTION TO MINIMIZE STORMWATER CONTAMINATION FROM PETROLEUM PRODUCTS, FERTILIZERS, PAINTS, CONCRETE, AND ANY OTHER PRODUCTS USED IN CONSTRUCTION ACTIVITIES. 9. FERTILIZERS WILL BE STORED IN A COVERED SHED AND PARTIALLY USED BAGS WILL BE TRANSFERRED TO A SEALABLE BIN TO AVOID SPILLS. SEDIMENT TRACK OUT OPERATOR SHALL UTILIZE ROCK CONSTRUCTION ENTRANCE(S) AND WASH-DOWN STATIONS AS NEEDED TO MINIMIZED OFFSITE TRACKING. THE OPERATOR SHALL, AT THE END OF EACH SHIFT OR MORE FREQUENTLY IF REQUIRED, UTILIZE A STREET CLEANER TO REMOVE ANY ACCUMULATED SEDIMENT. DUST CONTROL OPERATOR SHALL USE SUFFICIENT WATER DURING SITE CLEARING AND GRADING ACTIVITIES TO MINIMIZE THE GENERATION OF DUST AND BLOWING SOILS. PREVENTATIVE MAINTENANCE SITE INSPECTIONS SHALL BE PERFORMED BY THE OPERATOR BEGINNING WITH THE INITIAL SITE CLEARING AND GRADING THROUGH THE COMPLETION OF ALL PROJECT ACTIVITIES. UPON INSPECTION OF PROBLEM AREAS, CORRECTIVE ACTION SHALL BE TAKEN WITHIN 24 HOURS. INSPECTION AND CORRECTIVE ACTIONS TAKEN SHALL BE RECORDED BY THE OPERATOR AND SHALL BE INCLUDED WITH THE PROJECT FILE. INSPECTIONS SHALL BE PERFORMED AT LEAST EVERY TWO WEEKS AND FOLLOWING A 0.5 INCH RAIN EVENT WITHIN A 24-HOUR PERIOD. SEDIMENTATION CONTROL DEVICES SHALL BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL AS PER APPENDIX 1 OF THE PERMIT. THE PARTY RESPONSIBLE FOR MAINTENANCE SHALL BE NOTIFIED OF DEFICIENT SEDIMENTATION CONTROL DEVICES AND CORRECTIVE ACTIONS SHALL BE TAKEN WITHIN 24 HOURS OF DISCOVER OF THE PROBLEM. SPILL PREVENTION AND RESPONSE PROCEDURES 1. ALL VEHICLES ONSITE WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. 2. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED. 3. SPILL KITS WILL BE INCLUDED WITH ALL FUELING SOURCES AND MAINTENANCE ACTIVITIES. SECONDARY CONTAINMENT MEASURES WILL BE INSTALLED AND MAINTAINED BY THE CONTRACTOR. 4. ANY ASPHALT SUBSTANCES USED ONSITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S RECOMMENDATION. 5. ALL PAINT CONTAINERS AND CURING COMPOUNDS WILL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE STORM SEWER SYSTEM, BUT WILL BE PROPERLY DISPOSED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS OR AGENCY REGULATIONS. 6. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE TEMPORARY MATERIAL STORAGE TRAILER ONSITE. EQUIPMENT WILL INCLUDE, BUT NOT BE LIMITED TO, BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, KITTY LITTER OR OIL ABSORBENTS, SAND, SAW DUST, OIL ABSORBENT BOOMS AND DIAPERS AND PLASTIC AND METAL TRASH CONTAINERS DEDICATED TO SPILL CLEANUP. 7. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY UPON DISCOVERY. SPILLS LARGE ENOUGH TO REACH THE STORM CONVEYANCE SYSTEM WILL BE REPORTED TO THE MINNESOTA POLLUTION CONTROL AGENCY 8. THE SPILL PREVENTION PLAN SHALL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. 9. SPRAY GUNS WILL BE CLEANED ON A REMOVABLE TARP OR OTHER APPROVED METHOD. 10. CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE, UNLESS DONE IN AN ENGINEERED CONTAINMENT SYSTEM. 11. FORM RELEASE OIL USED FOR DECORATIVE STONE OR CONCRETE WORK WILL BE APPLIED OVER A PALLET COVERED WITH AN ABSORBENT MATERIAL TO COLLECT EXCESS FLUID. THE ABSORBENT MATERIAL WILL BE REPLACED AND DISPOSED OF PROPERLY WHEN SATURATED. EMPLOYEE TRAINING THE OPERATOR SHALL PROVIDE PROPER TRAINING AND EDUCATION TO THEIR RESPECTIVE EMPLOYEES AND SUBCONTRACTORS WITH RESPECT TO SPILL RESPONSE PROCEDURES, GOOD HOUSE KEEPING PRACTICES, AND EROSION AND SEDIMENT CONTROL PRACTICES. CONCRETE GRINDINGS AND SLURRY OPERATOR SHALL ESTABLISH AND MAINTAIN A CONCRETE WASHOUT AREA THAT WILL NOT ALLOW WASH WATER, GRINDINGS, OR SLURRY TO EXIT THE SITE WASTE MATERIAL FROM THE WASH OUT SHALL BE TRUCKED OFFSITE BY THE OPERATOR AND DISPOSED OF PROPERLY AT NO TIME SHALL THE WASTE MATERIAL BE USED AS ENGINEERED FILL MATERIAL OR DISPOSED OF IN THE GRADING ACTIVITIES AT THE SUBJECT PROJECT LOCATION. DEWATERING AND BASIN DRAINING OPERATIONS THE OPERATOR SHALL EMPLOY APPROPRIATE METHODS TO ENSURE THAT NO SEDIMENT LADEN WATER IS ALLOWED TO INFILTRATE THE EXISTING DRAINAGE SYSTEM AND THAT NO EROSION IS CAUSED BY THE DISCHARGE OF THE DE-WATERING METHODS. LE S S C H W A B T I R E C E N T E R LE S S C H W A B AP P L E V A L L E Y , M I N N E S O T A ST O R M W A T E R P O L L U T I O N P R E V E N T I O N P L A N 2314 09/2023 C600 MRR DEF 9HUV DA T E R E V I S I O N SHEET NO . ISSUE DATE DRAFTED PROJECT NUMBER REVIEWED PRELIMINARY - NOT FOR CONSTRUCTION © KLJ ENGINEERING LLC 2024 Mar 27, 2024 - 2:53pm - K:\Projects\BsnsInst\LesSchwab\2314_00145_TireCenter\T14-AppleValleyMN\CAD\Design\Plans\2314-00145.14 LSTC-Apple Valley-Details.dwg (DETAILS) PR E L I M I N A R Y P U R P O S E S O N L Y F O R R E V I E W INSTALLATION METHOD A INSTALLATION METHOD B FIBER ROLL, SEE PLANS FOR LOCATION 4' MAX. SPACING OF WOOD STAKES SEEDED AREA FIBER ROLL WOOD STAKE BRAIDED ROPE TIE (1/4" MIN DIA.) FIBER ROLL WOOD STAKES 4.0' MAX . 4.0' MAX . 15" MIN 3" 3" ± 20° FLOW SECTION A-A' (METHOD A) EROSION CONTROL BLANKET (IF SPECIFIED)FIBER ROLL 9" MIN. 30" (MIN) 2" x 2" WOOD STAKES OR PINS MAX. 4'-0" SPACING 3" FLOW SECTION A-A' (METHOD B) EROSION CONTROL BLANKET (IF SPECIFIED) FIBER ROLL 9" MIN. 30" (MIN) 2" x 2" WOOD STAKES OR PINS MAX. 4'-0" SPACING 12" OVERLAP (MIN) FIBER ROLL 2' VERTICAL (MIN) DITCH BOTTOM FIBER ROLL TOP FRONT FLOW A' A ROPE TIE 15" MIN 3" S FS F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S FS F 9" FIBER ROLLS MAX 4' SPACING FOR STAKES BARRIER FENCE (NEED NOT BE SILT FENCE) 1' DEEP 2' DEEP 3' - 4' DEEP 1' - 2' DEEP GUTTER STREET BACK OF CURB 15' TYP. 8' - 1 0 ' T Y P . NOTES: 1. CONTRACTOR SHALL PROVIDE A TEMPORARY CONCRETE WASHOUT AREA AT A LOCATION DETERMINED BY THE CONTRACTOR. 2. AN OFFSITE WASHOUT IS ALLOWABLE. FLEXSTORM COMBINATION INLET FILTER FOR CURB HOODS SIZED TO FIT EXISTING INLETS. SEE MANUFACTURES RECOMMENDATIONS. REAR CURB GUARD FLAP WITH MAGNETIC TIE DOWNS RECTANGULAR INLET PROTECTION NOTES: 1. CONTRACTOR SHALL INSTALL INLET PROTECTION INTO ALL STORM INLETS AFTER INLET CONSTRUCTION. NOTE: 1. REFER TO ASTM D2321 FOR ACTUAL DIMENSION AND INSTALLATION REQUIREMENTS SEE PLAN FOR SERVICE INVERT ELEVATION 5' F R O M B U I L D I N G PVC SAN. SEWER SERVICE VARIES ALTERNATE METHOD 1.0% MIN. GRADE, SEE PLANS FOR GRADE45° PVC BEND 45° PVC BEND PVC WYE BRANCH OR INSERTA-TEE PVC SEWER MAIN 45° BEND COMPACTED BEDDING MATERIAL PVC RISER COVER NEENAH NO. R-1976GRADE LINE THREADED CAP PLUG, MECHANICAL CONTRACTOR TO MAKE BUILDING CONNECTION PVC WYE 3" - 4" 4 8 11 7 21 6 10 5 9 3 NOTES: 1. THRU LINE CONNECTION, WYE 2. THRU LINE CONNECTION, CROSS USED AS TEE 3. DIRECTION CHANGE, TEE USED AS ELBOW 4. VALVE ANCHOR 5. DIRECTION CHANGE, ELBOW 6. THRU LINE CONNECTION, TEE 7. BLOCKING OF PLUG, TO INCLUDE BOND BREAKER 8. DIRECTION CHANGE VERTICAL, BEND ANCHOR 9. CHANGE LINE SIZE, REDUCER 10. DIRECTION CHANGE, CROSS USED AS ELBOW 11. DIRECTION CHANGE REPRESENTS UNDISTURBED GROUND NOTES: 1. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES THROUGHOUT CONSTRUCTION. 2. PUBLIC ROADWAYS SHALL BE KEPT CLEAN AND FREE OF MUD, DIRT, AND DEBRIS AT ALL TIMES. 2" - 4" WASHED ROCK NON-WOVEN GEOFABRIC BLANKET BETWEEN SOIL AND ROCK PUBLIC ROADWAY 50' MIN. FULL ENTRANCE WIDTH 20' MIN. 6" MIN. 1' MIN.D 1' MIN. D/2 4" MIN. 6" MIN. D 4" MIN. RC PIPE BEDDINGPVC, PE, & CS PIPE BEDDING SUBGRADE SUBGRADE SLOPE AS REQ'D BY OSHA INITIAL COMPACTION AT MIDPOINT OF PIPE WITH MECHANICAL TAMPER SITE PIPE BEDDING 1' MIN.D 1' MIN. .75 1 LE S S C H W A B T I R E C E N T E R LE S S C H W A B AP P L E V A L L E Y , M I N N E S O T A DE T A I L S 2314 09/2023 C700 INTL INTL DA T E R E V I S I O N SHEET NO . ISSUE DATE DRAFTED PROJECT NUMBER REVIEWED PRELIMINARY - NOT FOR CONSTRUCTION © KLJ ENGINEERING LLC 2024 Mar 27, 2024 - 2:53pm - K:\Projects\BsnsInst\LesSchwab\2314_00145_TireCenter\T14-AppleValleyMN\CAD\Design\Plans\2314-00145.14 LSTC-Apple Valley-Details.dwg (details (2)) PR E L I M I N A R Y P U R P O S E S O N L Y F O R R E V I E W 4' ABOVE GRADE 7'-6" MIN.7'-6" MIN. FINISH GRADE 1' MIN. CURB BOX POLY OR COPPER PER SPECIFICATIONS WATERMAIN CONCRETE THRUST BLOCK POLY TO COPPER UNION (IF REQUIRED) CORPORATION VALVE STAINLESS STEEL SERVICE SADDLE CURB STOP GRADE LINE MARKER PER SPECIFICATIONS PLUMBING CONTRACTOR TO FURNISH WITHIN 5' OF THE EXTERIOR BUILDING WALL 7'-5" MIN. 18" x 18" x 6" CONC. BLOCK VALVE BOX WITH ADJUSTABLE TOP GATE VALVE (RESILIENT SEAT, NON-RISING STEM) PVC PIPE GATE VALVE ADAPTER 4' MIN. VARIABLE 8" MIN. NOTES: 1. CASTING SHALL BE DEFINED IN STRUCTURE TABLE. 2. SINGLE OFFSET GASKETED JOINT FOR 48" MANHOLES, CONFINED GASKETED JOINT FOR ALL OTHER SIZES OF MANHOLES OR EXTERIOR SEAL BE PRESS-SEAL GASKET CORP. EZ WRAP AND EZ STIK NO. 4 PRIMER, MAR MAC CONSTRUCTION PRODUCTS "MAC WRAP", OR AN APPROVED EQUAL IF SPECIFIED. 3. PRECAST CONCRETE MANHOLES SHALL CONFORM TO ASTM C478, WALL B. 4. PRECAST REINFORCED CONCRETE MANHOLE BASES SHALL BE 8" THICK FOR MANHOLES. 5. SLOPE FLOOR TO INVERT OF LOWEST PIPE WITH SMOOTH, TROWEL FINISHED CONCRETE. 6. I/I BARRIER AS MANUFACTURED BY STRIKE PRODUCTS OR AN APPROVED EQUAL. 7. STEPS SHALL NOT BE PLACED IN SANITARY SEWER, STORM SEWER OR AIR RELEASE MANHOLES OR INLETS UNLESS SPECIFIED. IF SPECIFIED, THE MANHOLE STEPS SHALL BE DELTA SUREFOOT OR APPROVED EQUAL. STEPS SHALL BE SPACED 16" ON CENTER. NOTE 2 NOTE 4 NOTE 3 VA R I A B L E 6" 4'-4" 8" 2'-0" A A B C C SECTION B-B SECTION D-D VARIABLE 8" ROOF SLAB DETAIL VARIABLE 2'-0" 8" 2'-0" VARIABLE AA BB NOTES: 1. CASTING SHALL BE DEFINED IN STRUCTURE TABLE. 2. ALLOWANCE FOR ADJUSTMENT SHALL BE 1-1/2" MINIMUM TO 3" MAXIMUM. 3. WHEN THE O.D. OF THE PIPE EXCEEDS THE DIMENSIONS SHOWN FOR THE INLET, THE INLET WALLS SHALL BE POURED FLUSH WITH THE OUTSIDE WALLS OF THE PIPE. THE ROOF SLAB SHALL BE CONSTRUCTED AS DETAILED IN SECTION C-C BELOW. 4. ALL BARS SHALL BE NO. 4. DEFORMED REINFORCING BARS SPACED 6" CENTER TO CENTER BOTH WAYS. 5. BOLTS FOR CASTING SHALL BE TEMPER FINISH, DOUBLE HEAT TREATED-1038 S.A.E. GRADE 5, WITH CAD-DICHROMATE PLATING. 6. STEPS SHALL NOT BE PLACED IN SANITARY SEWER, STORM SEWER OR AIR RELEASE MANHOLES OR INLETS UNLESS SPECIFIED. IF SPECIFIED, THE MANHOLE STEPS SHALL BE DELTA SUREFOOT OR APPROVED EQUAL. STEPS SHALL BE SPACED 16" ON CENTER. 6" 1 12"2' NOTE 2 NOTE 1 & 5 NOTE 4 VA R I A B L E VARIABLE 6"8" 8" 6" VA R I A B L E 8" 6" 1' GROUT 1 12" 8" NOTE 1 & 5 NOTE 2 NOTE 3 NOTE 4 1" MIN. TO 3" MAX PENETRATION INTO STRUCTURE NOTE 5 27" ADJUSTMENT RINGS (2 MIN.) NOTE 6 6" TYPE 2 COVER SLAB NOTE 2 SECTION A-A 8" VA R I A B L E 36" B C C DD SECTION C-C NOTE NO.3 GROUT FLOW PVC 90° LONG BEND 6" PVC RISER GRADE LINE PVC SEE PLANS FOR SIZING ROOF DRAIN SEE ARCH.BUILDING WALL 6" M I N . COVER NEENAH NO. R-1976 GRADE LINE THREADED CAP PVC RISER PVC 1/8 BEND PVC 1/8 BEND SERVICE WYE FLOW CURB & GUTTER STORM SEWER INLET CASTING TOP OF CURB FLOW LINE AGGREGATE BASE 4" DIA. PERFORATED PVC PIP W/ GEOTEXTILE DRAINAGE SOCK AGGREGATE BASE INLET/ MANHOLE 4" PERFORATED PVC PIPE PROTRUDING 1" INSDE STRUCTURE 24 " HOLES TO BE PRECAST OR CORE DRILLED. STRUCTURE WALL INTEGRALL BOOT OR WATERTIGHT FLEXIBLE PIPE-TO-MH CONNECTOR PRESS-SEAL 8QRS PSX: DIRECT DRIVE PIPE TO MANHOLE CONNECTOR (SEE NOTE 1) 4" PERFORATED PVC PIPE PROTRUDING 1" INSIDE STRUCTURE STAINLESS STEEL INTERNAL EXPANSION SLEEVE (FOR PRESS-SEAL) 1 OR MORE STAINLESS STEEL EXTERNAL COMPRESSION TAKE-UP CLAMP(S) INLET/MANHOLE CONNECTION CONNECTION DETAIL PVC WYE FLOW FLOW PVC 1/8 BEND PVC RISER COVER NEENAH NO. R-1976 GRADE LINE THREADED CAP LE S S C H W A B T I R E C E N T E R LE S S C H W A B AP P L E V A L L E Y , M I N N E S O T A DE T A I L S 2314 09/2023 C701 INTL INTL DA T E R E V I S I O N SHEET NO . ISSUE DATE DRAFTED PROJECT NUMBER REVIEWED PRELIMINARY - NOT FOR CONSTRUCTION © KLJ ENGINEERING LLC 2024 Mar 27, 2024 - 2:53pm - K:\Projects\BsnsInst\LesSchwab\2314_00145_TireCenter\T14-AppleValleyMN\CAD\Design\Plans\2314-00145.14 LSTC-Apple Valley-Details.dwg (details (3)) PR E L I M I N A R Y P U R P O S E S O N L Y F O R R E V I E W SEE EARTHWORK & PAVEMENT SECTIONS OF GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION UNDER PAVEMENT. 6" * 4" * NOTES: 1. PRIOR TO PLACING STRUCTURAL FILL, SUBRADE SHOULD BE PREPARED ACCORDING RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT. IF SOFT SOILS ARE ENCOUNTERED, THEY SHOULD BE REMOVED AND REPLACE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 2. LIFTS OF FILL ARE TO BE COMPACTED IN LAYERS NO GREATER THAN 8" THICK. 3. FILL TO BE WITHIN 2% OF OPTIMUM MOISTURE *REFER TO GEOTECHNICAL REPORT FOR ALL MATERIAL THICKNESS UNLESS DIRECTED OTHERWISE BY OWNER. GEOTEXTILE SEPARATION FABRIC (MIRAFI 160N OR APPROVED EQUAL) EXPANSION JOINT T T/ 3 1/2" PREFORMED EXPANSION JOINT MATERIAL T T/ 3 T T/ 3 CONSTRUCTION JOINT CONTRACTION JOINT 1/2" EXPANSION JOINT WITH ROUND EDGES POURED JOINT SEALANT RECESSED 1/8" TO 1/4" BELOW TOP OF PAVEMENT BACKER ROD TO FIT SNUG IN JOINT CONTRACTION JOINT CONSTRUCTION JOINT 1/2" VERT. HAND TOOLED CUT POURED JOINT SEALANT RECESSED 1/8" TO 1/4" BELOW TOP OF PAVEMENT BACKER ROD TO FIT SNUG IN JOINT 1/8" VERT. HAND TOOLED JOINT WITH ROUND EDGES NOTE: 1. ALL CONCRETE SURFACE TO HAVE LIGHT BROOM FINISH. 3" 3'-0" 3'-0" 1" EXTERIOR BOLLARD NOTES: 1. 05 5000 PLASTIC JACKET, COLOR: URBAN BRONZE (VERIFY COLOR WITH ARCHITECT). 2. ROUND SMOOTH CONCRETE TOP 3. 05 5000 6" DIA. STANDARD STEEL PIPE FILLED WITH CONCRETE (2) COATS PRIMED 4. TO EXTEND 3'-0" ABOVE FINISHED GRADE, UNLESS NOTED OTHERWISE ON PLANS. 05 5000 PLASTIC JACKET, COLOR URBAN BRONZE (VERIFY COLOR WITH ARCHITECT) ROUND SMOOTH CONCRETE TOP 05 5000 6" DIA. STANDARD STEEL PIPE FILLED WITH CONCRETE (2) COATS PRIMED, (1) FINISH PER SPEC. FINISHED GRADE OR CONCRETE SLAB 03 3000 18" DIA. CONCRETE FOOTING ASPHALT PLACED IN LIFTS AND COMPACTED TO STANDARD PER GEOTECH REPORT IMPORTED CRUSHED BASE COURSE IN ACCORDANCE WITH GEOTECH RECOMMENDATIONS. COMPACTED TO A MINIMUM OF 95% OF ASTM D1557. NOTES: 1. PRE-FORMED EXPANSION JOINT FILLER SHALL BE INSTALLED FOR THE FULL THICKNESS OF THE SIDEWALK AND SHALL BE USED AT ALL JOINTS BETWEEN NEW SIDEWALK AND OTHER PAVEMENTS OR STRUCTURES. EXPANSION JOINT SPACING SHALL NOT EXCEED 100' IN NEW CONSTRUCTION. CONTROL JOINT SPACING SHALL NOT EXCEED 6'. 2. CONTROL JOINT SPACING SHALL BE SAWED OR TOOLED TO 1/3 CONCRETE DEPTH (MIN.) 3. DOWELED EXPANSION JOINT SHALL BE CONSTRUCTED WITH 18" LONG #4 BARS AT 12" O.C. SPACING, CENTERED IN THE JOINT AND SLAB. 4. MIN. CLEAR COVER TO BE PROVIDED: TOP: 2" SIDE: 3" BOTTOM: 1.5" 5. ALL EXPANSION JOINTS SHALL BE SEALED. EXISTING GROUND 4" THICK CONCRETE SIDEWALK TYP. 4" AGGREGATE BASE MATERIAL (INCIDENTAL TO SIDEWALK) SLOPE TOWARDS STREET/ AWAY FROM BUILDINGS 1.5% TYP, 2.0% MAX VARIES- SEE PLAN 1/4"R SEE PAVING DETAILS FOR PAVEMENT SECTIONS, SUBBASE, SUBGRADE AND COMPACTION REQUIREMENTS. CONTRACTOR TO PROVIDE PRIME COAT AND TACK COAT TO FACE OF CURB WHERE CURB CONTACTS ASPHALT. 4" AGGREGATE BASE COURSE COMPACTED TO 95% MAX. DENSITY 6" * 6" * GEOTEXTILE SEPARATION FABRIC (MIRAFI 160N OR APPROVED EQUAL) IMPORTED "1-1/2 INCH MINUS" CRUSHED BASE COURSE COMPACTED TO A MINIMUM OF 95% OF ASTM D698. SEE EARTHWORK & PAVEMENT SECTIONS OF GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION UNDER PAVEMENT. NOTES: 1. SEE JOINTING PLAN FOR JOINTS. 2. CONCRETE SHOULD HAVE MINIMUM ENTRAINED AIR CONTENT OF 5.0% AND UTILIZE TYPE V CEMENT. 3. SUBGRADE SHOULD BE PREPARED ACCORDING RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT. IF SOFT SOILS ARE ENCOUNTERED, THEY SHOULD BE REMOVED AND REPLACE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. *REFER TO GEOTECHNICAL REPORT FOR ALL MATERIAL THICKNESS UNLESS DIRECTED OTHERWISE BY OWNER. FIBER REINFORCED CONCRETE PAVEMENT - REFER TO GEOTECH REPORT POURED JOINT SEALANT RECESSED 1/8" TO 1/4" BELOW TOP OF PAVEMENT BACKER ROD TO FIT SNUG IN JOINT SEE EARTHWORK & PAVEMENT SECTIONS OF GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION UNDER PAVEMENT. 6" * 3" * NOTES: 1. PRIOR TO PLACING STRUCTURAL FILL, SUBRADE SHOULD BE PREPARED ACCORDING RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT. IF SOFT SOILS ARE ENCOUNTERED, THEY SHOULD BE REMOVED AND REPLACE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 2. LIFTS OF FILL ARE TO BE COMPACTED IN LAYERS NO GREATER THAN 8" THICK. 3. FILL TO BE WITHIN 2% OF OPTIMUM MOISTURE *REFER TO GEOTECHNICAL REPORT FOR ALL MATERIAL THICKNESS UNLESS DIRECTED OTHERWISE BY OWNER. GEOTEXTILE SEPARATION FABRIC (MIRAFI 160N OR APPROVED EQUAL) ASPHALT PLACED IN LIFTS AND COMPACTED TO STANDARD PER GEOTECH REPORT IMPORTED CRUSHED BASE COURSE IN ACCORDANCE WITH GEOTECH RECOMMENDATIONS. COMPACTED TO A MINIMUM OF 95% OF ASTM D1557. FA C E O F C U R B BA C K O F C U R B 6" 6" 6"12" 18" 5" T = PAVEMENT THICKNESS T = PAVEMENT THICKNESS GEOTEXTILE SEPARATION FABRIC (MIRAFI 160N OR APPROVED EQUAL)SEE EARTHWORK & PAVEMENT SECTIONS OF GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION UNDER PAVEMENT. 12' MAX. 1' 1.5'SECTION A-A 1" NOTE 2 PERSPECTIVE VIEW NOTE 2 NOTE 4 NOTE 4 EXPANSION JOINT SEE DETAIL MATCH SIDEWALK WIDTH 2' NOTES: 1. 3/4" EXPANSION JOINT W/ 1/2" x 12" DOWELS AND 8" PAPER TUBES, OR #4 REINFORCING STEEL. 2. 3/4" EXPANSION JOINTS AND DOWELS FOR FULL SIDEWALK ONLY, AS DIRECTED BY ENGINEER. 3. RESIDENTIAL INTERSECTIONS SHALL USE 4.5' WALK AND RAMP SET 1.5' FROM PROPERTY LINE. UNLESS MOUNTABLE CURBS OR 6' SIDEWALK IS USED. 4. DETECTABLE WARNING PANEL MIN. 2' x 4'- PLACEMENT OF DETECTION PANELS SHALL BE DETERMINED BY ENGINEER ON ANY RADIUS 16' OR LARGER. 5. INSTALL TRUNCATED DOMES WHERE INDICATED ON SITE PLAN. 1/2" NOTE 1 2' ADJACENT PAVEMENT, SEE PAVEMENT SECTION CONTRACTOR TO PROVIDE PRIME COAT AND TACK COAT TO FACE OF CURB WHERE CURB CONTACTS ASPHALT. 4" AGGREGATE BASE COURSE COMPACTED TO 95% MAX. DENSITY 18" 0.5" 6" FA C E O F C U R B BA C K O F C U R B 12" 1" 6" 24" TBC DEPICTED ON PLAN TBC LE S S C H W A B T I R E C E N T E R LE S S C H W A B AP P L E V A L L E Y , M I N N E S O T A DE T A I L S 2314 09/2023 C702 INTL INTL DA T E R E V I S I O N SHEET NO . ISSUE DATE DRAFTED PROJECT NUMBER REVIEWED PRELIMINARY - NOT FOR CONSTRUCTION © KLJ ENGINEERING LLC 2024 Mar 27, 2024 - 2:54pm - K:\Projects\BsnsInst\LesSchwab\2314_00145_TireCenter\T14-AppleValleyMN\CAD\Design\Plans\2314-00145.14 LSTC-Apple Valley-Details.dwg (DEATILS) PR E L I M I N A R Y P U R P O S E S O N L Y F O R R E V I E W 1'-714" STEEL TUBING, COLOR POWDERED COATED TO MATCH BENCH AND TRASH RECEPTACLE LAG BOLTS PER MANUFACTURER STEEL ANCHOR PLATE CONCRETE FINISH GRADE PER CIVIL DRAWINGS 2' - 1 1 " NOTE: 1. MAGLIN MBR500-00003 (MBR500-S), SURFACE MOUNTED, COLOR TO MATCH BENCH AND TRASH. SEE SHEET A151 2. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 3. SEE SHEET A150 FOR LOCATIONS(S). 20"6" 6" 3'-6" 36" 8" DIA. POWDER-COATED, CONCRETE-FILLED STEEL PIPE w/ DOOMED TOP SLOPE CONCRETE TO DRAIN CONCRETE BASE GRANULAR FILL DIA. FLUSH GRADE AS PER SITE PLAN 05 5000 PLASTIC JACKET, COLOR URBAN BRONZE (VERIFY COLOR WITH ARCHITECT) VAN ON VAN ACCESSIBLE SPACE ONLY GREEN BORDER GREEN LETTERS BLUE W/ WHITE HANDICAP SYMBOL PER ANSI 4.28 WHITE BACKGROUND GREEN ARROW BLUE BACKGROUND 12" 18" 6" 60" MIN WHITE LETTERS 114" SCH 40 STEEL PIPE BOLLARD MOUNTED SIGNAGE 4" SOLID BLUE, NON SLIP, STRIPES IN LOADING AREAS (TYP.) ACCESSIBILITY SYMBOL ALT. PAINT COLOR BLUE 60°0'0"" 2.0' VARIES SEE PLANS (9.0' MIN.) 20.0' 9.0' NOTE: MAXIMUM SLOPE IN ANY DIRECTION IS 2% 'R 7 - 8 ' 5' NOTES: 1. IF A STOOP IS WITHIN "BACKFILL ZONE A" THE 5' AREA MAY BE OMITTED TO MAINTAIN A CONSISTENT TRANSITION SLOPE. 2. AREAS NOT IDENTIFIED AS "BACKFILL ZONE A" MAY BE BACKFILLED WITH NATIVE SOILS OR NON-FROST SUSCEPTIBLE FILL. 3. IF TRANSITION SLOPES EXTENDS INTO LANDSCAPED AREAS, CAP THE SURFACE WITH 12" OF CLAY MATERIALS TO PREVENT INFILTRATION. LE S S C H W A B T I R E C E N T E R LE S S C H W A B AP P L E V A L L E Y , M I N N E S O T A DE A T I L S 2314 09/2023 C703 INTL INTL HAWTHORN, THORNLESS COCKSPUR HONEYLOCUST, NORTHERN ACCLAIM HAWTHORN, THORNLESS COCKSPUR HONEYLOCUST, NORTHERN ACCLAIM OAK, SWAMP WHITE 3 - LILAC, JAPANESE TREE HONEYLOCUST, NORTHERN ACCLAIM 3 - OAK, SWAMP WHITE OAK, SWAMP WHITE 3 - OAK, SWAMP WHITE 10 - SUMAC, GRO-LOW FRAGRANT 5 - SUMAC, GRO-LOW FRAGRANT BIRCH, DAKOTA PINNACLE SUMAC, GRO-LOW FRAGRANT 3 L200 2 - ARONIA, BLACK CHOKEBERRY 2 - ARONIA, BLACK CHOKEBERRY 21 - ARONIA, BLACK CHOKEBERRY 3 L200 3 - JUNIPER, MEDORA 3 - ARONIA, BLACK CHOKEBERRY 3 - ARONIA, BLACK CHOKEBERRY3 - JUNIPER, MEDORA SUMAC, GRO-LOW FRAGRANT 2 - HONEYLOCUST, NORTHERN ACCLAIM BIRCH, DAKOTA PINNACLE OPINION OF PRICE, PER CITY OF APPLE VALLEY § 155.349 THE MINIMUM COST OF LANDSCAPING MATERIALS FOR THE PLAN SHALL BE A PERCENTAGE OF THE ESTIMATED BUILDING CONSTRUCTION COST: COMMERCIAL 2.5% ESTIMATED BUILDING CONSTRUCTION COST: $3,500,000 ESTIMATED LANDSCAPE CONSTRUCTION COST: $87,500 TREES $13,000 IRRIGATION $26,500 SOD $40,000 SHRUBS $5,000 EDGING AND MULCH $3,000 TOTAL $87,500 N 20 0 20 40 SCALE FEET SHREDDED CEDAR MULCH W/ WOVEN WEED BARRIER FABRIC, FULL COVERAGE IRRIGATION IRRIGATED TURF AREA IRRIGATION SLEEVE - 6" PVC, SCHED. 40 LARGE TREE SMALL TREE SHRUB IRRIGATION TREE BUBBLER PLANTING SCHEDULE QTY SIZE COMMON NAME SCIENTIFIC NAME SHRUBS: 19 #2 GRO - LOW FRAGRANT SUMAC RHUS AROMATICA 'GRO-LOW' 31 #2 BLACK CHOKEBERRY ARONIA ARONIA MELANOCARPA 'AUTUMN MAGIC' 6 #10 MEDORA ROCKY MT JUNIPER JUNIPERUS JUNIPERUS SCOPULORUM ' MEDORA' SMALL TREES: 2 2" BB DAKOTA PINNACLE BIRCH BETULA PLATYPHYLLA 'FARGO' 2 2" BB THORNLESS COCKSPUR HAWTHORN CRATAEGUS CRUS-GALLI 'INERMIS' 3 2" BB IVORY SILK TREE LILAC SYRINGA RETICULATA 'IVORY SILK' LARGE TREES: 5 2.5" BB HONEYLOCUST, NORTHERN ACCLAIM GLEDITSIA TRIACANTHOS VAR. INERMIS 'HARVE' 6 2" BB OAK, SWAMP WHITE QUERCUS, BICOLOR DA T E R E V I S I O N SHEET NO . ISSUE DATE DRAFTED PROJECT NUMBER REVIEWED PRELIMINARY - NOT FOR CONSTRUCTION © KLJ ENGINEERING LLC 2024 Feb 06, 2024 - 9:42am - K:\Projects\BsnsInst\LesSchwab\2314_00145_TireCenter\T14-AppleValleyMN\CAD\Design\Model\2314-00145-AppleValley-Landscape.dwg (L100 LANDSCAPE LAYOUT) PR E L I M I N A R Y P U R P O S E S O N L Y F O R R E V I E W LEGEND LE S S C H W A B T I R E C E N T E R LE S S C H W A B 15 6 9 0 E N G L I S H A V E . A P P L E V A L L E Y , M N 5 5 1 2 4 LA N D S C A P E L A Y O U T 2314-00145 2-7-2024 L100 DF PMB 9HUV DA T E RE V I S I O N SHEET NO . ISSUE DATE DRAFTED PROJECT NUMBER REVIEWED PRELIMINARY - NOT FOR CONSTRUCTION © KLJ ENGINEERING LLC 2024 Feb 06, 2024 - 9:44am - K:\Projects\BsnsInst\LesSchwab\2314_00145_TireCenter\T14-AppleValleyMN\CAD\Design\Model\2314-00145-AppleValley-Landscape.dwg (L200 LANDSCAPE DETAILS) PR E L I M I N A R Y P U R P O S E S O N L Y F O R R E V I E W LE S S C H W A B T I R E C E N T E R LE S S C H W A B 15 6 9 0 E N G L I S H A V E . A P P L E V A L L E Y , M N 5 5 1 2 4 LA N D S C A P E D E T A I L S 2314-00145 2-7-2024 L200 DF PMB DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. PRUNE IN ACCORDANCE WITH ANSI A300 SPECIFICATIONS. BALLED IN BURLAP TREE PLANTING1 L200 NOT TO SCALE 2 - NYLON TREE SUPPORT STRAP: 1.5" X 24" - TAN 6" x 36" POLY TREE PROTECTOR - TAN 2 - TREATED PINE POSTS: 3" X 7' SHREDDED HARDWOOD MULCH - 4" MIN. THICKNESS (6' DIA. FOR STAND-ALONE TREES) REMOVE ALL TWINE, ROPE, AND WIRE FROM ROOT BALL. REMOVE BURLAP FROM TOP HALF BACKFILL WITH EXISTING SOIL THAT HAS BEEN WELL-TILLED OR BROKEN UP. AMEND AS SPECIFIED. TAMP SOIL AROUND ROOT BALL BASE STEEL LANDSCAPE EDGING3 L200 NOT TO SCALE STEEL EDGING - 4"H x 316 " THICK PLANTING SOIL, AMENDED PER SPEC. UNDISTURBED SOIL MULCH - SHREDDED HARDWOOD OR STONE 4" MIN. THICKNESS SCRATCH TO LOOSEN ROOT FIBERS MULCH - SHREDDED HARDWOOD OR STONE 4" MIN. THICKNESS SHRUB PLANTING2 L200 NOT TO SCALE BACKFILL WITH EXISTING SOIL THAT HAS BEEN WELL-TILLED OR BROKEN UP. AMEND AS SPECIFIED GENERAL IRRIGATION NOTES: ALL PLUMBING AND ELECTRICAL WORK SHALL BE COMPLETED AS PER ALL LOCAL CODES. ALL MATERIALS SHALL BE NEW, WITHOUT FLAWS AND CONSIDERED THE BEST AVAILABLE IN STOCK. THE COMPLETE SYSTEM SHALL HAVE A ONE-YEAR WARRANTY AFTER FINAL PROJECT ACCEPTANCE ON ALL PARTS AND LABOR. PRIOR TO FINAL PROJECT ACCEPTANCE, THE CONTRACTOR SHALL INSTRUCT THE OWNER, OR HIS REPRESENTATIVE, IN THE PROPER OPERATION, MAINTENANCE, AND WINTERIZATION OF THE ENTIRE IRRIGATION SYSTEM. THE IRRIGATION SYSTEM SHALL BE ZONED AS TO PROVIDE THE APPROPRIATE AMOUNT OF WATER SUPPLY TO EACH TYPE OF LANDSCAPE PLANT AS REQUIRED BY SIZE, SPECIES, SOIL CONDITIONS, AND EXPOSURE TO SUN AND WIND. WHEN THE SYSTEM IS COMPLETE, THE CONTRACTOR SHALL PERFORM A COVERAGE TEST. THE IRRIGATION SYSTEM SHALL PROVIDE 100% COVERAGE OF ALL LAWN & LANDSCAPE PLANTING AREAS. THE IRRIGATION SYSTEM SHALL BE CONSTRUCTED FOR WINTERIZATION BY THE CONTRACTOR. ALL IRRIGATION VALVES SHALL BE LOCATED IN PROFESSIONAL GRADE VALVE BOXES. SIZE OF VALVE BOXES SHALL VARY WITH NUMBER OF VALVES LOCATED IN BOX. ALL VALVE BOX LID ELEVATIONS SHALL BE SET FLUSH WITH FINISHED GRADE. PROVIDE BOX SIZE THAT WILL ALLOW 6” CLEARANCE AROUND ALL SIDES OF VALVES. PROVIDE BOLTS PER MANUFACTURER'S RECOMMENDATIONS AND SECURE EACH VALVE BOX. WIRE CONNECTORS SHALL BE USED ON ALL FIELD WIRE SPLICES AND CONNECTIONS. ALL CONTROL WIRE SHALL BEAR A U/L APPROVED LABEL FOR DIRECT UNDERGROUND BURIAL IN NATIONAL ELECTRIC CODE CLASS IT CIRCUITS. AWG SIZES. ALL CONTROL WIRE RUNS LESS THAN 1000' SHALL HAVE NO SPLICES. IF A SPLICE OCCURS ON A FIELD CONTROL WIRE, THE CONTRACTOR SHALL INSTALL THE SPLICE IN A 6” ROUND VALVE BOX USING APPROVED WATERTIGHT CONNECTORS. IF APPROVED BY THE LANDSCAPE ARCHITECT OR DESIGN PROFESSIONAL. IRRIGATION VALVE BOXES ARE TO BE INSTALLED IN LANDSCAPE PLANTING AREAS OR OTHER PROTECTED SPACES. VALVE BOXES SHALL NOT BE INSTALLED IN LAWN AREAS. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES PRIOR TO ANY CONSTRUCTION. THE ACQUISITION OF ALL NECESSARY PERMITS ASSOCIATED WITH CONSTRUCTION SHALL BE THE CONTRACTORS RESPONSIBILITY. THE CONTRACTOR SHALL INSTALL A CURB STOP AND WASTE VALVE AT THE BACKFLOW PREVENTER (SIZE TO MATCH MAINLINE) (AS PER CITY'S PUBLIC WORKS DEPARTMENT DETAIL). NO ¾” PIPE SHALL BE USED ANYWHERE ON THE SPRAY IRRIGATION SYSTEM. (EXCEPT FOR ¾” SWING JOINT ASSEMBLIES FOR ROTOR OR POP-UP SPRAY HEADS). THE CONTRACTOR SHALL EXPOSE ENDS OF ALL IRRIGATION SLEEVES. ANY BROKEN OR SHATTERED ENDS OF THE IRRIGATION SLEEVES SHALL BE CUT TO A CLEAN END BEFORE INSTALLATION OF EITHER MAINLINE PIPE, LATERAL LINES OR DRIP IRRIGATION TUBING. FINAL CONNECTION OF THE VALVE WIRES TO THE CONTROLLER SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, LOCATE ALL UNDERGROUND UTILITIES, WHICH MAY AFFECT HIS OPERATION DURING CONSTRUCTION AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO THE SAME. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING NEAR OVERHEAD OR UNDERGROUND POWER AND/OR TELEPHONE, WATER, GAS AND SEWER FACILITIES SO AS TO SAFELY PROTECT ALL UTILITIES, PERSONNEL, AND EQUIPMENT, AND SHALL BE RESPONSIBLE FOR ALL COSTS AND LIABILITY IN CONNECTION THEREWITH. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT EXISTING IMPROVEMENTS, WHICH ARE TO REMAIN IN PLACE FROM DAMAGE AND ALL SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR RECONSTRUCTED TO THE OWNER'S SATISFACTION AT THE CONTRACTOR'S EXPENSE. ALL MAINLINES SHALL BE PRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE FOR A MINIMUM 2 HOUR PERIOD PRIOR TO BACKFILLING OF TRENCHES. TEST WILL BE CONSIDERED SUCCESSFUL IF NO PRESSURE LOSS OCCURS DURING THE TWO HOURS. IF ANY LEAKS ARE PRESENT, THEY SHALL BE CORRECTED AND LINES SHALL BE RE-TESTED PRIOR TO BACKFILLING TRENCHES. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. THE CONTRACTOR SHALL FLUSH ALL LATERALS AND EMITTER LINES PRIOR TO INSTALLING EMITTERS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS UNDER SIDEWALKS AND PAVING. SHOULD DISCREPANCIES ARISE BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS, WHICH REQUIRE FIELD MODIFICATIONS OR PLAN REVISIONS, THE LANDSCAPE ARCHITECT, DESIGN PROFESSIONAL, OR OWNER'S REPRESENTATIVE SHALL BE CONTACTED PRIOR TO CONSTRUCTION FOR RESOLUTION OR PLAN REVISION. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE DESIGN. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, DESIGN PROFESSIONAL OR THE OWNER'S REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. THE IRRIGATION CONTROLLER SHALL BE WIRED DIRECTLY TO A 110 VOLT POWER SOURCE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE IRRIGATION CONTROLLER WIRING TO THE POWER SOURCE. CONNECTING THE CONTROLLER TO THE POWER SOURCE SHALL BE THE RESPONSIBILITY OF A LICENSED ELECTRICAL CONTRACTOR. THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND ANY LOCAL CODES OR ORDINANCES THAT APPLY. IT SHALL BE THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE POWER SOURCE AND EXACT LOCATION OF THE CONTROLLER WITH OWNER'S REPRESENTATIVE. PLANTING NOTES: 1. GENERAL NOTES APPLY. 2. SEE SPECIFICATIONS 32 9113 SOIL PREPARATION AND 32 9300 PLANTS. 3. EVALUATE EXISTING SITE CONDITIONS AND REMEDY AS REQUIRED TO PROVIDE FOR HEALTHY PLANT GROWTH AND MITIGATE UNSIGHTLY CONDITIONS. 4. RE-GRADE, PREPARE SOIL AND PLANT ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITY. PLANT PER PLANTING PLAN. FOR DISTURBANCES BEYOND PLAN, MATCH EXISTING PLANTS AND ACCESSORIES. A DISTURBED AREA SHALL BE WHERE CONSTRUCTION ACTIVITIES INCLUDING TRENCHING, DEMOLITION, EARTHWORK, MATERIAL STORAGE, STAGING AND PARKING OR ANY OTHER FORM OF EXCAVATION, COMPACTION, OR TRAFFIC RESULTS IN THE REMOVAL OR DISPLACEMENT OF EXISTING GROUNDCOVER OR GRADE. PROVIDE SMOOTH AND CLEAN TRANSITION BETWEEN EXISTING AND DISTURBANCES. IRRIGATION DISTURBANCE AREAS ARE CONCEPTUAL, COORDINATE ACTUAL. 5. PERFORM SOIL SAMPLING AND TESTING AS SPECIFIED. 6. PREPARE SUBGRADE AND PLACE SOIL PER SPECIFICATION 329113 'SOIL PREPARATION' FOR PLANTING SOIL. COORDINATE TOPSOIL INSTALLATION WITH OTHER TRADES. IF SUBSOIL CONDITIONS SHOW EVIDENCE OF UNEXPECTED WATER SEEPAGE OR RETENTION NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY AND MITIGATE AS REQUIRED. 7. AMEND PLANTING SOIL AS SPECIFIED. SEE SPEC 329113 SOIL PREPARATION. FOR COMPACTED AREAS (PREVIOUSLY PAVED/HARDPAN AREAS), SCARIFY SOILS AS SPECIFIED AND MODIFY PLANTING PIT AS SPECIFIED & DETAILED. 8. ALL PLANT MATERIAL SHALL RECEIVE AN ADEQUATE AMOUNT OF WATER TO MEET ITS WATERING REQUIREMENTS AND SHALL BE SUPPLIED BY AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. SEE SPEC 328400 PLANTING IRRIGATION AND IRRIGATION PLAN. 9. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND PLANTING AREAS SHALL BE HAVE APPROPRIATE MOISTURE FOR INSTALLING PLANTS. 10. INSTALL PLANTINGS AND ACCESSORIES AS DETAILED AND PER PROJECT MANUAL SPECIFICATIONS. 11. CONTRACTOR SHALL SELECT PLANT SPECIES APPROPRIATE TO THE AREA, LOCALLY AVAILABLE AND COMPLIANT WITH CITY REQUIREMENTS. SUBMIT SPECIES LAYOUT TO THE LANDSCAPE ARCHITECT FOR APPROVAL. TREE, SHRUB, AND PERENNIAL NOTES: 12. PRIOR TO PLANTING INSTALLATION, CONTRACTOR TO CONFIRM CONTACT LANDSCAPE ARCHITECT FOR REVIEW OF PLANT LAYOUT PRIOR TO DIGGING PLANTING HOLES. 13. ALL PLANT MATERIAL SHALL BE INSTALLED AS DETAILED AND SPECIFIED AND CONFORM TO THE CURRENT AMERICAN NURSERY AND LANDSCAPE ASSOCIATION STANDARD FOR NURSERY STOCK. 14. CONTRACTOR SHALL VERIFY ALL PLANT QUANTITIES. THE ILLUSTRATED LOCATION SHALL DICTATE COUNT. 15. NO PLANT SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN CONSENT FROM THE LANDSCAPE ARCHITECT. 16. WARRANTY PLANT MATERIAL AS SPECIFIED. MULCH NOTES: 17. ALL LANDSCAPE BEDS WITH CONTAINER PLANTS ARE TO RECEIVE MULCH AS SPECIFIED. MODIFY FINISH GRADE ADJACENT TO WALKING SURFACES TO PREVENT MULCH FROM MIGRATING OR WASHING ONTO SUCH SURFACES DURING RAIN EVENTS. 18. SUBMIT SAMPLE OF MULCH TO LANDSCAPE ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 19. EDGING LOCATION AS NOTED ON DRAWINGS AND DETAILS. GENERAL NOTES: 20. VERIFY EXISTING CONDITIONS AND LOCATE ALL EXISTING UTILITIES INCLUDING ANY THAT MAY NOT BE INDICATED ON THIS PLAN. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. 21. PROTECT ALL EXISTING IMPROVEMENTS TO REMAIN AND REPAIR BACK TO ORIGINAL CONDITION AT CONTRACTOR'S EXPENSE IF DAMAGE OCCURS RESULTANT FROM CONTRACTOR'S OPERATIONS OR NEGLIGENCE. 22. PROVIDE ALL DEMOLITION INCIDENTAL TO OR REQUIRED FOR NEW CONSTRUCTION WHETHER OR NOT IT IS SPECIFICALLY NOTED. 23. DO NOT SCALE DRAWINGS. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO BEGINNING WORK. START OF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS. 24. CHANGES OR DEVIATIONS FROM THE DRAWINGS MADE WITHOUT THE WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT AND/OR AN APPROVED CHANGE ORDER WILL BE CONSIDERED UNAUTHORIZED. COORDINATE NECESSARY MODIFICATIONS WITH ARCHITECT PRIOR TO EXECUTING CONSTRUCTION. SEE SPECIFICATIONS FOR CONTRACT MODIFICATION PROCEDURES AND AS-BUILT REQUIREMENTS. 25. REVIEW ALL DISCIPLINE DRAWINGS AND COORDINATE WITH GENERAL CONTRACTOR AND ALL TRADE CONTRACTORS FOR WORK SHOWN ON LANDSCAPE DRAWINGS AND SPECIFICATIONS. 26. NOTIFY LANDSCAPE ARCHITECT AND OWNER IN WRITING OF ANY EXPECTED DISRUPTIONS IN SERVICE OR CHANGES IN CONSTRUCTION SCHEDULE AND OBTAIN WRITTEN PERMISSION AS SPECIFIED. 27. IN THE EVENT OF ANY DISCREPANCIES, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. 28. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN CONSENT FROM THE LANDSCAPE ARCHITECT. 29. PROVIDE ALL COMPONENTS AND ACCESSORIES FOR A COMPLETE AND FINISHED INSTALLATION FOR PRODUCTS SHOWN ON THE DRAWING SHEETS. 30. THE PROJECT MANUAL SPECIFICATIONS ARE AN INTEGRAL PART OF THESE DOCUMENTS. REVIEW ALL PROJECT INFORMATION. 31. ELECTRONIC FILES FOR LAYOUT AVAILABLE UPON WRITTEN REQUEST. 32. DURING ALL INSTALLATION, KEEP ADJACENT PAVING, CONSTRUCTION AREAS, AND WORK AREAS CLEAN AND IN ORDERLY CONDITION. PROTECT ALL STRUCTURES, UTILITIES, AND SITE IMPROVEMENTS, INCLUDING PLANT AND IRRIGATION MATERIALS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS OR ACTIVITIES BY OTHER CONTRACTORS AND TRADES. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE ANY DAMAGED IMPROVEMENTS, INCLUDING PLANTINGS OR IRRIGATION EQUIPMENT. GENERAL DEMOLITION NOTES 33. SEE CIVIL FOR ALL SITE DEMOLITION, INCLUDING TREE REMOVAL AND TOPSOIL STOCKPILE. 34. REMOVE EXISTING GROUNDCOVER AND PLANTINGS IN UNDISTURBED AREAS PROPOSED FOR NEW GROUND COVER AND PLANTINGS. SEE SPECIFICATIONS FOR SOIL AMENDMENTS. 35. SEE PLANTING PLANS, PLANTING DETAILS AND PLANT PROTECTION SPECIFICATION FOR PLANTINGS TO REMAIN. 9HUV I T E M: 6.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E :April 3, 2024 S E C T I O N:Other Business Description: Review of Upcoming S chedule and Other Updates S taff Contact: B reanna Vincent, Department Assistant Department / Division: Community Development Department AC T I O N RE Q UE S T E D: N/A S UM M ARY: Next P lanning Commission Meetings: Wednesday, April 17 , 2024 - 7:00 p.m. Public hearing applications due by 9:00 a.m. on Wednesday, March 20, 2024. Site plan, variance applications due by 9:00 a.m. on Wednesday, April 3, 2024. Wednesday, May 1, 2024 - 7:00 p.m. Public hearing applications due by 9:00 a.m. on Wednesday, April 3, 2024. Site plan, variance applications due by 9:00 a.m. on Wednesday, April 17, 2024. Next City Council Meetings: T hursday, April 11, 2024 - 7:00 p.m. T hursday, April 25, 2024 - 7:00 p.m. B AC K G RO UND: N/A B UD G E T I M PAC T: N/A