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HomeMy WebLinkAbout2024-04-03 Agenda Packet ••• Meeting Location: Municipal Center Apple II 7100 147th Street West Valley Apple Valley, Minnesota 55124 Apri13, 2024 PLANNING COMMISSION TENTATIVE AGENDA 7:00 PM 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 Center - Site Plan, Building Permit Authorization and Conditional Use Permit for 15690 English Avenue Recommend APPROVAL 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. LOCATION: 15690 English Avenue APPLICANT: 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. City Council - Thursday, April 11, 2024 - 7:00 p.m. City Council - Thursday, April 25, 2024 - 7:00 p.m. 7. Adjourn Regular meetings are broadcast, live, on Charter Communications Cable Channel 180 and on the City's website at www.applevalleymn.gov • ITEM: 3.A. ••••• • ••• PLANNING COMMISSION MEETING DATE: April 3, 2024 Apple Valley SECTION: Consent Agenda Description: Approve Minutes of March 20, 2024 Regular Meeting Staff Contact: Department/ Division: Breanna Vincent, Department Assistant Community Development Department ACTION REQUESTED: Approve minutes of the regular meeting of March 20, 2024. SUMMARY: The minutes of the regular Planning Commission meeting is attached for your review and approval. BACKGROUND: State statute requires the creation and preservation of meeting minutes which document the official actions and proceedings of public governing bodies. BUDGET IMPACT: N/A ATTACHMENTS: 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—O. 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 • ITEM: 5.A. ••••• • ••• PLANNING COMMISSION MEETING DATE: April 3, 2024 Apple Valley SECTION: Land Use /Action Items Description: Les Schwab Tire Center- Site Plan, Building Permit Authorization and Conditional Use Permit for 15690 English Avenue Staff Contact: Department/ Division: Tim Benetti, Community Development Director Community Development Department Applicant: Project Number: KLJ Engineering PC-23-33-BC Applicant Date: 12/28/2023 60 Days: 2/26/2024 120 Days: 4/26/2024 ACTION REQUESTED: If the Planning Commission 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 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, subject to the list of conditions 1 through 5 noted on Exhibit B. SUMMARY: The subject site consists of 2.72 acres and is generally located at the NE corner of English Avenue and 152nd Street West (immediately west of Texas Roadhouse Restaurant and south of Mister Car Wash). The 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 Center. This application also included a request for consideration of a conditional use permit (CUP) to allow service bays in conjunction with the auto accessory store. These applications were initially presented to the Planning Commission at the regular February 7, 2024, meeting under a duly noticed public hearing. Upon receiving comments from City staff and the applicants, the Commission 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. This report includes new and updated building and elevation plans for the Planning Commission's subsequent review and consideration. These updated plans are being presented as a regular Land Use / Action item and without a public hearing. The Planning Chair and Commission retain the right to allow additional public comments if deemed necessary. BACKGROUND: Comprehensive Guiding and Zoning The site is guided "C" Commercial and is zoned "RB" ( Retail Business). There 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 CUP. Site Plan The 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). The 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. The 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. The 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. The 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. This two-bay configuration for this building meets the CUP requirements that any "Service bays as accessory uses for the installation of auto accessories..." are limited to two bays only. The proposed setbacks for the store remain virtually the same as the original plans, with a 50' setback from the northerly ROW 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: One 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. CALCULATIONS: • 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) The site appears to meet the parking requirements for a retail tire store and service (installation) center on this site. The original plans were absent of connecting walkways. At the Feb. 7th meeting, the applicant's consultant did present an updated site plan graphic that included walkways, and these updated plans now show these sidewalk connections. The City 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. The updated plans now include this lane restrictor and has been given tentative approval by the engineers. The 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 Council. The plans include a 16' x 22' trash enclosure to be located along the front building elevation and near the NW corner. The original plans called for decorative metal panels or walls for this feature. The updated plans now call for an enclosure with similar materials to the new building. Building Elevations The 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. The 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 fmishes; and Coronado stone-Tuscan villa stone feature as a lower (wainscoting) element along the bottom perimeter of the building. The 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. There are existing regional ponds located a short distance to the west of this site. The City Engineer's memo provides additional comments and conditions related to stormwater utilities, and grading requirements for this development site. Landscaping The City 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. The original landscape plan submitted for this project appeared somewhat deficient in numbers of plantings. Moreover, the City'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 Ordinance requires that 2.5% of the means construction cost of the building be applied towards landscaping. The 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 Code. BUDGET IMPACT: 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. The City is recommending a cash-in-lieu of land dedication. ATTACHMENTS: Exhibit Exhibit Location Map Zoning Map Cover Memo Cover Memo Cover Memo Map Elevations Plan Set EXHIBIT A PROJECT NO. PC-23-33-BC PROJECT: LES SCHWAB TIRE CENTER ADDRESS: 15690 ENGLISH AVENUE LEGAL: LOT 2, BLOCK 1,ORCHARD PLACE 2NDADDITION, DAKOTA COUNTY, MINNESOTA LIST OF CONDITIONS for AUTHORIZING ISSUANCE OF A BUILDING PERMIT FORA 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 2'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 2NDADDITION, 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. Q ua-. Jl Iel , ' :: ,;;,,,i ' u„ .r. „. , . : : ...,. .. , -. Ali_ 7 , I II I - 1 . . Can MI : .. SITE , mi .444 rt . z. o CO 1111°: / J .1 ,. ....... ,,,,L ,4 'II.Jr:' -tall ryp I ,,, 1, i*:".‘, - T., —., . ,,, ,,,4 \ aviiiii-- .., ci ., , i +...- 1111.uaWrr.'.11 , . . ., ,. ., .., , .,, . ,,. ._ , • 4 - .. .,.,, s 0 - Ike ',HI ', 1. , la "!/ 1 «qr. a1 m �' 4, w. - a _ w ^ NI• wh-r r ff..,0158TH W I t. q rill .. ', ' iL‘ 4, 4 Att4t 4 %,,,,,s Les Schwab fr1 two, 15690 English Aver Zoned RB -,4urlfi_laip :gf„, , Retail Business 1 .. , h i,,i %.A 1241FPIN � ... am Wan:.>riiiItII 11 E4I •.... ir,-37,7- o.liFml it Vi ic7� ••• VI■IiI��es����I11fY � Apple 0 20I 400 Feet ptgrif114^r�ltta~c3'11"' I'i_;., ValleyI 0 RB SITE o w 0 Z Y / O I a 157TH ST W W P 'a ce v=i 0 > a ti J z 0 Y 0 z I- cc w 0 w J d a w P 158TH ST W Les Schwab N re-; *mow • �III�F4:P40„ItI .�� J��a.y/ 15690 English Aver Zoned "RB" -vu i ,,� ...,.„, , Retail Business •�I ,de�� !A� �lbiNN=, ..... py FValwr►�asitF it Vi ORJ ...• I■I�I��A�IIIIi��IIIfYk Apple 0 200 400 Feet d1 ^�1ta~c 'I1"' I'�� ,iJN Valley I I I :.. ..... ... CITY OF Apple Valley 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 (DOLT) 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/Proiect- 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 1-4 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 Apple Valley 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 Depai fluent 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 Apple Valley 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 Depatttirent 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 Depal ltnent 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). de) 4, , ? T. , _ _ . _ . . , . ___. , , , • , . ' ORCHARD PLACE 2ND ADDITION 7 i i 1 I -I- I I t / r- i -I- i / i• r- I I I 1� 760 FOOT HIGHWAY EASEMENT `. I 11 I I F-.-1 f I I H- `. I I / 1 I H- I PER DOC. NO. 466088 .� \/ \/ 1 1 1 t L_ .� 1 1 / -t \/ ( /` •• I I -I- 1 i r- A /% -1- /I / / /\ r- -t- 1 1 r- �. _ `. 1 1 1 I I I- I-- / `. I I / / I I I-- I I--I I-- - - • ./ \/ \/ I I 1 L_ /-\ ./ I I / -t \/ I 1 1 I L _ / I'-- '-i- 1 1 r- A I /♦ r'• -1- I I r- A I� -1- A / I L- - CIO 1 F--I !-- 1 \ 1 I 1 F! 1 F-_I F-- / \ 1 I / / A 1 i♦ 'r• -1- 1 1 r- A i� -I- A / I i"s LL . �,r- � I 1 I _ I v \/ 1 \ 1 i I _ / t �. I I i -t I \ I I I I-t' I I--I i-- / \ `. I I / / I I I-- `• ;-; •,.= I r \/ I \ I I 1 L_ / \ ./ I I / -t \/ 1 4-- -- I ,•- ;-; /♦ r- /• r- /\ -1- i /\ A I /♦ r- I f-, I I I-- `. F-- I I I I I I \ I < `1 i __ i r- es -t- 1 es A I /• r- 50'PIPELINE EASEMENT PER i f_. •:' NORTH LINE OF THE SOUTH 97.48 FEET OF THE ` 1 1 1 1 1 I I \ I < "1 BOOK 80 OF MISC. RECORDS, PAGE 206. ? " ' ' ,--SOUTHWEST QUARTER AND SOUTHEAST QUARTER OF THE 1 ' ' 1 ' I -t- ••1_ 30'PIPELINE EASEMENT PER K • ) La4 t tJ .5_ "--SOUTHWEST 20'PIPELINE EASEMENT PER i NORTHEAST QUARTER OF SEC.35 TWP. 115 RGE.20 -' '' 1 ' = � `�'- v 1 . N89 57 33 E 1629.•50 BOOK 279 OF DEEDS, PAGE 242 v f W BOOK 279 OF DEEDS, PAGE 268. \ , o ' " \ f `y_ `a_ INORTH LINE OF THE NORTH HALF OF THE 155TH STREET WEST \ 1 1 " -` °� �' 0 o O \\ SOUTHEAST QUARTER OF SEC. 35 TWP. 115 RGE 20 \ f CO �a- tea_ �1 o • o \ -I- rl r'r T1 1 i.-,-r�r-r-�- 1„r- T .. P• o \ I O t-,-, 1 ►♦ . 1 ►f h•►• 1 Int r- . 1 POINT A \\\ rn • o CO \ o -_ o 3 \i co N-o O� 0 1 1 1 , 100 ■ 0 100 200 • RI ! cv ` "' N89°57'33"E 1628.92 - - - - - - - - - - i 1 U1 - - - - - - - - - 22.52 - - - - - - - - - - N89°57'33"E 1513.78 • I _ - - - - - - - _ 6.64` oo -�- 6.36 214•29 N ,. \`_NORTHEAST CORNER OF THE SOUTHEAST SCALE IN FEET 701.10 568.39` M CDQUARTER OF SEC. 35 TWP. 115 RGE 20 o M oo N I 30 30 I o cl • LO C)O 85 VICINITY MAP O M --J / --'a �'\ ` _ c.s A H: 42 (1soTH sT1t_ w.) ' to - - - - 2 - - - - - _ - - - - _ - _ MAGELLAN PIPELINE EASEMENT / r.v W m / \ _ Dc \ �'�° -PER BOOK 80 OF MR, PAGE 141, / ~ }. O '-' I I ,\` • I 1 N` 1 1- . \��7� PARTIAL RELEASE PER DOC. NO. 2291902,-1- - Q Z /N.. �- _ _I_ _ -a o m "� RESTATED PARTIAL RELEASE PER ' E"'. cr p LL DOC. NO. 2811610 � �j I I I NO SCALE �� g O O = � s`- I - �I r ;- c �O N �._ `Oca3� �,� A l /\ r• -1- t 1 1 I A 1 r- In �y 1 \ t 1 1 f! 1 H-I W cM H-1 / 1 H- CCV-i 1- = J O 1 •ent r i �� M ` CO 0 o to I o z 1- � 'Qt- - tI- t = O o /-\ '�I I z 1 157TH STREET WEST 1 1 r CO 0.1 >to oArl„ i OUTLOT E ' to, 1WD :.� L � 2 `� o OUTLOT D N � _ �' t _ I " E. 0 v z I - p�O o M \_/ c.S.A.H. 48 (160TH STREET w.) E. M DRAINAGE AND c - - --I (0 C+,U w CO z OUTLOT C UTILITY EASEMENT o i w "• SECTION 35, TOWNSHIP 115, RANGE 20 O o w .-, ' CO DRAINAGE AND UTILITY EASEMENT ? O w - °O OVER ALL OF OUTLOT C �'' w �-�115.00-- ? w '""`.�` .:_ I I IIr Q w Z .P N41°08'23"E DRAINAGE AND -CY) on rn w / \°' I`-19.75 FUTILITY EASEMENT _ _ J ` / 1 / N40°44'17"W_�, V I N S89°08'29"E 268.03 N /--- o • . ` <ZI 46.46 N - o 1 a w - L \ 6 N89°44'22"E I- cwi --.• ' 0 1 " 4s0 �8 S9y8 " 38.857 ' DO N `- --J N54 18 31 W F \ 30 30 I t A r• -1- r- r• Y U I♦ r- -I- I I r- .. I I I I I I--I F-- IAI, I \ 27.87 ` I I 1 I / \ I-! I I-- I-< DRAINAGE AND I I F- I F--i F-- 63.02 \/ I - -r - I : I 1 t__ in r-- ( .i \/ •/ I 1 I L_ / \ .i I N �\\ x / /_\ I \ 1 L_ 1 j/UTILITY EASEMENT Z � CH. BRG.=N05°12'50"E CO CH=140.25 " CH. BRG.=N00°05'30"W �� �, �, Q a ;- O� I 1 1 o 0 1 " N N I 'CH=132.33 v 1- N89°46'36"E 570.38 • rn oo •:� CV ,-- s �0 0=121 07 45 0 ,- ��� - 239.10 I N • . 1 L 1; o / / A=110°31'05" 1-4 No°o2'23"w La Lao '" C� N Oo 763`-' EAST R=80.52 L=170.23 z // // R=80.52 L=155.31 24.97J 30 30 175.41 -1 394.97 , I `N Z 4 _ A7 t- 6 •88 I 74.88 d \ \ / p a W /-\ t1l R'I8S 7 9 \ rN60°29'40"E DRAINAGE AND - - - N.- pU � C\2 I- ,� 4 O �'' \ 37.06 FUTILITY EASEMENT �, _ SOp 5 26" 74.88 I `�u'j \ / ro ( oN S89°40'17"E 199.65 cov / I 0 .�-1 03 ?10.70 EAST 4� s� / N " 0 01_ / /\ . , R76' 70 1 / ° - - - - N \,i, IM I BLOCK 1 � � ::_ OZ I I 1 I a7 6' QS 7 C. BRG=N33°16'28.48"E ( \ \ N EAST Z = t/)g L 1 J 00 O, 1 I _ NCH=60.05 \ o rn N 7 o W U tp A a3°a7'o8° s ° �' 1 3 o s1.23 g 1 DRAINAGE AND UTILITY EASEMENTS CO/Zt CV `Jw�6', Z \ \ 61.53 \ ��sso 2s' z 30 Z 4 /o +-� M Q Q :',: W o •5: /Y 1 ARE SHOWN THUS ° CC: �� C. BRG-N60°28'22.56"E 19\ ' O� ��' N W O } co !i: L L J • CO - W CH=14.89 - \ 30 \� 1 _ _ / � > _. '4' /Y 1 O i r I \ 190 /\ r _' //- i N Q - -- Z 1 I I-- to 4.9 0°36'41" '` I- i\ -I- I I I A I \gv O ? < 1 I I I r 1 /0: % I-! / I 1 z uJ 0 O - I-- I I I I I I \ I \ sr c�0 ° 0 \/ I Q 11.1 I ./ L_ \/ 1 1 \/ 1 r \ �a \♦ ♦/ 1 1 1 ♦/ 26 ♦_� z 1 A=14°50.36" 8 \ \ � \ , �� /� °'�� _ CI. p O •- 5 R=125.00 32.38 I 63. c�6 DRAINAGE AND \ c-' C�\2 CO CO I \ ti° \ 6� 73.89 35.29 0 / -UTILITY EASEMENT ��I` LLO W r-, ‘-/ .I. in N gyp\ \I co 104 �- ) ) s v �o�o p'``'� " to a 5 o OUTLOT A _ 1- \ ' N N75°13••82, 109.18 4 M /__NO°24'42"w `a- ::: .--1 't 1 tY Lc; 0 I `* N50°20'49"E o4 �S89°59'39"W .�-- 24.76 �_ ^.� \ J) I o o O DRAINAGE AND UTILITY EASEMENT p o > -> - J O 21.31 S89°46'36"W 360.76 J fia- Z OVER ALL OF OUTLOT A z ° �, - - o Z R� ��j \ N43°56'09"W • 7 -_� ,' 0 1 I °���,h 6� 5511 �� 23.31 •- -DRAINAGE- � ( I L14 L.. } f I In? =42 16 35 - 1k� 92s/ N6 . 6, 707�� .•_: , 1• 1 i f< f< 1 - . -i 1 1 1\1 1.,_�;; < I I F•< I F--I / I-! I 1 ,� R=85.00 62.72 O Ss°dsp� u'r,o N ,_. .. .. Li 1..E 1._ L_ .. I .♦ I . L. BEING 5 FEET IN WIDTH AND ADJOINING SIDE /♦ i i A r-• r\ \ / >- \/ 1 \ \/ 1 1 / \ 1 \ L/ I I I I i....‘ >-! e Y ( _:_ PERPETUAL PEDESTRIAN TRAIL, �S„ „� AND \x \/ / \ t \ I \ t `I' z ° �� -UNDERPASS AND DRAINAGE EASEMENT \ '�� O / A/ - ' -0,,-,,, I c�i I •1.:� ,,, 1 A 1 ♦ r- LOT LINES,UNLESS OTHERWISE INDICATED, = r'\ I A i\ r- �h to fit, J / �``�,^ UTILITY o .._ ; t _ !\ K I--_ AND 10 FEET IN WIDTH AND ADJOINING 1 • L STREET RIGHT-OF-WAY LINES AND REAR LOT o Cr) `a " " ' ' ` ' r- r" " " ' LINES, UNLESS OTHERWISE INDICATED. - o F• I / i I I-.- \ PER DOC. NO. 3085239. h O fk o I N cfl I '� \ Q. R/W, SIDEWALK, TRAIL /`O EASEMENTS F• I I I \ ! I i O \ �� O� O 2 co I I I Ivt ivI 1-- t-e t i /\ t i / t v L i .i - w h & DRAINAGE AND �� N D .♦ \♦ I I I 1 L_ 1 . I /-. L.. _•= z \ \�Q' �0 UTILITY EASEMENT ( u; 1-Nri ( 85 - r _ i t t r 1 -1- 1 1 I :x: O \\ - 0-42°16'34" , OQQ' �p`L PER DOC. NO. 3122185.- M I I = 15.98-f rna \ 1 'Cr 115.00-- -1- 1 ' A r\ r\ I -1- I I. • t THE EAST LINE OF THE SE 1/4 OF t- I I ( ( F< I H-1 ,_, Q R=115.00 84.85 M 1_ o o f•. / I H H /_\ t l l 1 1 I 1 1 1 1\1 35 w ,d' \ _ - 1 o I�° I Z I -* 11 1 i �. a.. 1 1 I �i I " OF S0SECT10°I13'24H�S AN ASSUMED BEARING 1 \/ \/ 1 \ 1 1 t I "- O s� - - N80°30r 2 poi tY o 1 w P co °n° -v. S80°10'S3"- \ 138.17 217g� w �o , M .cr. ( I p o rn// _ 0) 210 65 N89°59'59"W n O �, Z N89°59'39"E A r r I -1- I A I / O .-+ N - Z ch \ I 607.31 •i :.- _ NO MONUMENT SYMBOL SHOWN ON THE PLAT INDICATES / 1 i I I i i 1 t ! 1 \ t 50 5U N89`59'39"E o 0 a NO°00'01"E NORTH --,w,s o " --� J- I" 0 0 7 "'n o1r; {�� UTILITY EASEMENT PER DOC. NO, 30296751n I 1/2 INCH BY 14 INCH IRON MONUMENT TO BE SET WITHIN il / 1 L/ L / 1 1 1 \/ 1 v - 250.04 0 o Z �J - 87.56 cry 449.34 J- J 258.90 ��, DRAINAGE & 131.20 N 359.85 cv - �, 315.78 20.72 56.85 M 1 YEAR OF RECORDING THIS PLAT, MARKED BY LICENSE 10 °° �� 157TH STREET WEST N89'59'39"E N89°59'3 657.20 -' ° , ► �; NUMBER 19086. SECORNER OF LOT 2 BLOCK 2 S89 59 39 'W 1080.87. 0 x O 0 0 - ` �± /' o .•r-r•�-1 1 ..•T r,r-r--I 1,t r-.•T r. A r. .. r- , I. r. ,_, {�.11'11�1�Y PONDS FOURTH AUDITION 1�, / •I by ` 1 ►f h-h- t 111I h• . 1 O /r-r1-r-. 1 .T r•r-r-T 1,t r ,•T 1., t 1 1 1 11 i Wi , /1 F� 1 �• 1 %0 M< >- F.: - - - - 0 1 » ` / / ►, 0 DENOTES 1/2" BY 14" IRON MONUMENT o d' R\ S89°59 39 W 622.22' o o • to �' Z 0 \L SOUTH LINE OF THE NORTH HALF OF THE `_SOUTHEAST CORNER OF THE NORTH HALF OF THE SET MARKED BY LICENSE NUMBER 19086, o w SOUTHEAST QUARTER OF SEC. 35 TWP. 115 RGE 20 SOUTHEAST QUARTER OF SEC. 35 TWP. 115 RGE 20 UNLESS OTHERWISE SHOWN. 1 tiQ • r` r• r- /\ r- A I -I- / •�1` - 0 = ao ( I-< F-- I -, H- i \ I I `. ' zD o� I \ L_ \/ L_ I r 1 ./ H• . z r' I \ :.: L.� , : I • DENOTES 1/2" IRON MONUMENT FOUND, ' J O O c- L 'i u /♦ 1 1 A r\.r• \ / r• I♦ 1 A I -I- ..%) __, r1 A r• I / _:_ H co r' '` I A I -I- .\ A I r I I I 1 / \ F! I-! Y I- I I I I \ 1 I "-- _=- I-.1 / ' H< K UNLESS OTHERWISE SHOWN. OZ I-' 1 1 I 1 \ 1 I / I \ 1 I I ♦x \/ /-% I \ 1 \ I I \/ 1 .1 r , I •r• ,., 1 / \ 1 \ I \ `-1' a o ;:- ® DENOTES DAKOTA COUNTY (NAIL& DISK) MONUMENT. �.J :' A r• rs I -1- I i\ A I OO DENOTES DAKOTA COUNTY (ALUMINUM) MONUMENT. • / % 1 II 1 I I 1 1 I I \ I . \ / \ L/ L/ 1 1 1 \/ 1 r \\` SE CORNER OF THE SW 1/4 A DENOTES RESTRICTED ACCESS PER DAKOTA COUNTY OF SEC. 35(DAKOTA CO. MON.) I I I I I CONTIGUOUS PLAT ORDINANCE. TT c pe OBE CONSULTING ENGINEERS, a n O PLANNERS and LAND SURVEYORS . ENGINEERING COMPANY, INC . SHEET 2 OF 2 SHEETS MATERIAL LEGEND: I - - BLK-1 ANGELUS CONCRETE MASONRY UNIT,SPLIT-FACE FACE(ONYX) - .A-" rmia m - _ . - BLK-2 ANGELUS CONCRETE MASONRY UNIT, BURNISHED FACE(CANYON BLUFF) -_ - _ 19 BLK-3 ANGELUS CONCRETE MASONRY UNIT,SPLIT-FACE FACE(LADERA RED) • Illrlo - _ � 41111" _ - ��� - t - - SP-1 SOFFIT PANEL PAC-CLAD FLUSH SOLID W/PVDF WOOD GRAIN FINISH (COPPER) prelma SF-1 SITE FURNISHINGS IN DARK BRONZE,TRASH RECEPTICLE AND BENCH EP-2 EXTERIOR PAINT SUPERPAINT EXTERIOR ACRYLIC LATEX SATIN A89W01151 (DARK BRONZE) ST 1 CORONADO STONE TUSCAN VILLA,(COAL) �+/fp /� NWTI res L `S ScU MP 1 SOLID METAL PANEL(SW GRIZZLE GREY) l LES a71i11WN8 �I WAg ��� I LESS �Ji■�■� HORIZONTAL METAL FENCING(DARK BRONZE) / ` .��•�•�•a••�•�•�•■�i����i�����. 1����■ R-4 STANDING SEAM METAL ROOF(DARK BRONZE) mai �1•�� semimerm-iiiiiiiiiriparemirrniltill 1: .: i.1.1-_II-ini ill .11:1 I I ml 1:111.1 011 lel MIMI .. amb i,„.„.„..„._„ ---_-___,:.... ������ 2 ����■ limmui ■■■■■■■■■11111:Ilt ■■■■■■I I■■■■■■■■■■■■ li 11 II I I II ■�����1 mi. ■■■■■■■■■■■■■■■■1 fri ■■�■��■ ■=,■1 ■■■■■■■■■■■■■����s:•mil ��i..�i..■■ ■■■��■��i1:1i� >I" ■■■n�ii 1■■■■■■■■■■■■■■■■ NNE �� ■� 1 ■■�■ ■■ mori 1:■■■■■■■■■■■� ■■■ ■■■■■iiii i■�I■■■u ■■■■■■ ■■■■11�11 ■■■■■■■■■■■■■■■■1 ■■■■�■■�_ ■NN■ ■■■■■■■■■■■■■■ 1■■■■■■■. a��®■i■■■■■III 1■■■■■■■■■■■■■■■■ - ■■■■■■■ ■■■� ■■■■I I I ■ ■■■■■■■■■■■■■�_ ■■■■■■■■■� i■ ill ■■■■■■■■■■■■■■��� 1■■■■■■■■ ■■■■■■■■■■■■■■■1 ■■■■■■■■■■ i W 1■■■■■■■■■■■■■ J 11■■■■■■n■■■■■■■■■ �M■■■■■■■■■■ ■■ ■■■■■■■■■■■■■■■■1 I ■■■■■■■ i _ M.I ■■■■■LA■■■■■■■■I i■■■■■■■■■■■ 11111 �-� 1■■■■■■■■■■■■■■■■ 1■■■■■■■■ ■���•- --- ■■■■■■■■■■■■■■■■ ■■■■■■■■■■■! ■■■■■■■■■■■! ■■ I ■1 ..zU ■ ■■� 1 � iiiI Im■iiiiiil �:::::::::MiliI ■■■■ ■■■■■■■■1 i■■■■■■■■■■■IIIIIII . _ .�. �■•� 1 �.� ■■�■ 4 ,I �•� ��,".--., �a+-�a., Jili� _r- -.?. - c -- - �� _ �r:�:o�� -=dam�a_!- �ac..iz-•-i: _�irgair•.-�••-ia..TiFM,��a :�lM� fie.. _• Li �r� r:_ 1 _r-� _1 1 -a .r ��!�-��� ��St�_ _ _ �'i �"--._' ��-�_� -r_SST 1-� p:r�r- ��' ._w��w=:w=:�_Vie=�� e'-�i -��res_ = _� --a� S� - fifa - =-G .__�_.-i_efrr-ids r.�O vtat.NeaUar wfngali�!i�= Rom= Ro LR� w _ M �� •1cs �► - � � �d� .i_,.a•�mod- ,6 -■:•-. "yirOl ng I lswil�i rReai�•a�I�� I■�����1 Rd alp _ 21 ate_ a: o-_,.mod �'� +�_w��_ r-m��vow �e�'���a sv� -•••• jr��ii - - 0 0 PERSPECTIVE 1 Ce W H Z SP-1 EP-2 BLK-3 EP-2 BLK-3 Lll QT.O.ROOF U ' 131'-6 5/8" 1 1 ` -1- f 1 ,fI 1 - I I" 1 I f 1 . 1 1 1 1 Fr:FA 1 1 1 1 1 1 1 1 1 T.O.PARAPET \ UJ 1 1 1 -1_ ( 1_ { fI I I' IlI I i I { k - 1 1 7 ..I i 1 1- t -I 1-: 1- I ...1 I 1 1 1 11 I I -I- 1 -1 1 1 ( 1 .1 1 1 -.1 128'-6" V 1 } t 1 1 t I :I, 1 1 .I . I� `I ,) I, 1 11 1 = 1 r 1- t # 1 1 1 1 I I 1111111111111:11MISM®■■MINIIIIIMINIMEmisissoismogin -M��■■�®�®avo®®■��®®���®�=���®® .-1..-- 1. t,g t• 1 •t 1 o -tom-® ®®. . Ce T.O.P T.0 ARAPET BLK 1 �+o >._ � � � 125-4 I =t,_}-. 1 -1::_.l 1.-..1, . , 1---,-:#- 1 LES SCHWAB ;<•:-�,_-1 � t�- t. 1...,>1-..f 1 i� �: I I I I 11 <l 1 J . 1 I � 1 }--_1_ I -I f I I' I 11 `I I- 11 P 111' I I I ',( 1 -. I 1 1 ,.1 1 1 1 I I I I I L- I' I I. I I I ( _I I �1..- 11 <:1 � 1 f J I :1_ 1 � 1 � I �1 1 ,I �. 1. I 1 } . 1 � r: 1 .I 1 �i � 1 I I I.:l i 1"=I r i" 11 `! 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GROUND FLOOR I I 1 I 1 I I I I I 1 1 1 . fi If- . 100'-0" 100'-0" I I I 11.:1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r 1 1' I ' I <1 1 1 1 1 1 1 IJires LES SCHWAS I . 1 1 .1. 1 1 1 1 1 1 1 } 1 t [- i .1 1 1 --I 1 1- I 1 1 1 I 1 1 1 • 1 1 1 S BLK-3 1 1 1 1 1 1 1. 1 11 1 1 1fi 1--- - 1 . 1 1 1 1 1 1 1 1 1 1 1 1 1 1 - Er ilasimErr- JIMIIIIIIIIMIIMINIIIMMIIIIIIIIIIIIIIIIIESIMISIBIV iiillsomemmesimmosmommolimem 03.26.2024 UPPER PANEL CHANGE imaimismesissEir '1111®1o®MO®IIIIIII! I■ '®411111®1®11.11111l■®il===lls PROJECT# 2324 119'-4" _ ________=====i--r=====____________________■__________________■ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FRONT TRASH ENCLOSURE ELEVATION RIGHT TRASH ENCLOSURE ELEVATION DESIGNED BYE NC I111111111111 11111111111111111111 111111111111111 11111111111111 1 1 1 1 1 DRAWN BYITC I I I I I I 11 BLK-2 1 1 1/8" = 1'-0" 1/8" = 1'-0" REVISIONS 1111111111111 11111111111111111111 111111111111111 1111111111111 ♦11 1111111111111 1111111111I1I1I1I1I 111111111I1I1I1 1I1I1I1I 11 1 1 1 1 1 1 1 I I I I I 1 1 1 1 1 I I I I I I • I BLK-2 EP-2 1I � 1 � 1 T.O. ENCLOSURE T.O. ENCLOSURE i=====______________ _________________ ___o o__ NE I I I I I I I I I I I I I I I I I I I I I „ ■___________________■ ■__________________■__= limo = 1 1 1 1 1 1 1 108-0 1 108-0 ____________________ __________________■___■ omm ■■ BLK-2 1 1 .1 1 1 1 1 1 BLK-2 I 1 1 •1 1 1 1 1 1 1 1 1 O ■mm=====______=====mo omm=====_________�__= limo m 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T.O.STONE VENEER =-__-_-_____-_-______ _.___•_________=_____•_. ■•. !1 ST-1 iO3/27/2024 - - - __M^�= =� - BLK 1 k 1 i, 1 t k,l l } t 1 r.=r BLK 1 r _��_g- : - - - - vim=�a_ GROUND FLOOR .�,r� y - - "=d f GROUND FLOOR 1 -fi 1 1 1- 1 fi` I-- I ! 1 1 1 d t 1 k F O 100'-0" 100'-0" i t.#1--- 11 r t,t 1 :} 1 i" i GROUND FLOOR : 1 1 1-II f= 1� 1 1.1 �,1.� 1-f I l k GROUND FLOOR 0111 100'-0" 100'-0" EXTERIOR ELEVATIONS EP-2 EP-2 EP-2 LOADING ELEVATION LEFT TRASH ENCLOSURE ELEVATION REAR TRASH ENCLOSURE ELEVATION 1/8" = 1'-0" 1/8" = 1'-0" 1/8" = 1'-0" A2 ■ 2 3/26/2024 2:59:13 PM I Project#2324 I 4. • • . r - t l'' ..gam I !,• Ot• - t • •.r.. �'� P. ;.r r t .�♦' ' .v `� + .� ; _ f .•,. . .r ' �;-` . :vim ! i. . 'i► P �• r • a•> .,.,. ,� w ..� - •. F _ <. el i • _ ` a+.' •* _ It. ' , .•.� ,M. • `: ,` Ilk 4•,,, �' c is "� t- _ - - '• ••°r ° SFr• y t• -� a • �a 9 'Ir. •. i +v u_ -1 :`• , '�,• + + , fi_ • 4. J } a •i . 4w ,•',�,. •b ! !` Y' �. - '00 _ _ sr `j M ,'. `. ! , -/ • • . • ♦ ,\ • It ."4 • :4,:4. dr- : -.7:1:6;1:4- ii .,..,. :.,,,' :*...' .. .ao-, 'ilg .I r •�4•4. -• • - - •i t `/. l.. �� .Qr�' a. w•.:.:�t' 4 .�„• • ,�' �. ,' •7 ,:N,'':-* .l. f +.' ... ••�.1 . 6�� y .- F _. • / A fir•4. } • !• s e ! • P. • _ ►-.. . '� '• t . 1 .I .. ..� «', ., :1/4•Ikat,. • t `. •r.'� ' •:>• ,w Y'i _ �. ' ! ' i't,1,•y I.fy ;�. ' F r•• • • a• ° arm ~ „ r J r . `• ,ti I � .Q - ,r O ;.A. : �• �, .. , •� , •• •$' I . 'r' , LES SCBWABI • -',._' l''..: 4';I-.I .' ' ":. ' r • I. r ��� �`S s,1 f ,�. �. �' ,fir Vi'.. o t•` • , a. ► • .. 1 w A • s . ., ,M. . J / 1, ' aR. �'` +� �• ' _ 4 •,. • • • p, �' s y, •R a ` 4 4 fr, �Ir •� w.'�t rir f ",!� +r . i.'' •.,y' Yv r • • ,\ i 7111..' ,t,ar.7,,, '; _ :41116.i, 7.41117110' :. Z .14 •:, • • 7:• ' ! • . •'. 2 , . '.: , : • 4:1*—4. ..',..A.' •,.. 7: - ' ._ .., . iii ...... ,.... • ..--,. 4 f't 1 11'7,*".• ,.:, : s.- * • • ,•r. aI` ; rd4, ' . I `� `' � or ' .~ . ..9 � ' i.- � - f( " • , . .sill IMU - • . �' ♦ �4 44 . >m: ' ' 4• �� : - �;. .. .A. 1'r 1 �1 , 4: +� . � �_ •a.:. .;*:',. -. ..,.:r' Ilk' :i it.. , 1. jF. 1q.i`ligkiii WOODGRAIN COPPER CONCRETE MASONRY UNIT, SPLIT—FACE (ONYX) CONCRETE MASONRY UNIT, BURNISHED (CANYON BLUFF) CONCRETE MASONRY UNIT, SPLIT—FACE (LADERA RED) SP-1 BLK-1 BLK-2 BLK-3 Q SCALE: 1/4"=1'-0" SCALE: 1/4"= 1'-0" SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" INU •- • , •/ , ... ik.':-*.r..‘ ..... -4k.', . elm Om • 1114:1( ' ` \ s \ Ce v-mat•`•".\ INU IMU • . + kk• xy S. 4 4'r M) }ti 4 - W Ce 1144. .., . , . ; ,t::,,, • , ti� i * *41w-44.'"A.I, . .__:- . ir. ,,,,,, . k. 03 ,., . . . ,,,„, :.„. , , ., .. 4:1C,,,..-• „ . ,,k. _.,-, -:*-ts,,,,_ „L__-1,t, ..s' - I ., / .t .. S d ' - .._. y' \x ' _ 1 ri^ 1 • V CO STONE VENEER — COAL COLOR — GRIZZLE GREY COLOR — DARK BRONZE CO ST-1 W SCALE: 1/4"=1'0" 1/4" = 1' 0" 1/4" = 1' 0" J © 2023 I ALL RIGHTS RESERVED 03.01.2024 PROJECT# 12324 DESIGNED BY I NC DRAWN BY I NC REVISIONS 03/27/2024 MATERIALS BOARD 3/1/2024 4:02.05 PM I Project#2324 I A2 . 3 TOTAL FLOOR AREA- NET / 205'-8" / SHOWROOM/OR SALES 897 sf M 1912 ft2 OFFICE/EMPLOYEE/SUPPORT B 724 ft2 WAREHOUSE S1 3485 ft2 \ /. /. /. /. /. /. /. /. /. 2' /. /. /. /. /\ /. /. >. /. /. /. /. /. /. /. /. /. 'IX X X X >x ,x ,x ,x ,x ,x ,x /N /. /. /. /. /. /. /. /\ /\ /\ /\ /\ ,x ,x /\ X X X X L,. /. /. /. /. /. /. /' /. /. /. /< /. /. >. /. /. /. /\ /\ /\ /\ /\ /\ /\ /\ /\ SERVICE BAYS S1 9776 ft2 II II II II II II II II II II II II SECOND FLOOR -3,697 sf x - RACKING PLATFORM S1 2703 ft2 STORAGE/EQUIPMENT RM S1 994 ft2 x -_ 19593 ft2 .11 IiI 1 1 1 / LES SCHWAB — — — 'N " >v / > \ / } , / OPEN TO / < } BELOW--, // < Z > N STORAGE > o / < 2 / / < › ; \, i_ , ,-- ____ , ,- _ , , _, - ,>: , , J L p ,---- -,_._ < w > / > N <IC/ /> r '' — — — — — <— I - — / / < N OPEN TO - _ III OPEN TO > BELOW, _ BELOW > Om / N > ----- -- -� - - - ____ ___� `x > CL _ T RAC1Slttik�' -- PLATFORM // 11 IL > I I I II II II II 11 If I I I a // N VN vvvvvvvv, vvvvvvvvvvvvvvv`v ,, ,, ,, ,, ,, ,, ,, , ,, , vvv<, vv ., ., ., ., ., ., ., ., vixv/'\/'\/xvA x x x x x x x x x x x x x x x x x x x x x xr'\,' ,' ,' ,'IY ., ., vvvvvvvvvvvvvvvvvvvvvvvvvv Ce 0 STORAGE/RACKING PLATFORM PLAN ou�u""����° �u0 Z SCALE: 3/32"= 1'-0" NORTH REF INU 0 III Ce / 205'-8" / / 20'-0" 165'-8" / 20'-0" / CCI p p y a p w \ 11,\ ,\ ,\ ,\ ,\ ,\ ,\ ,\ ,\ ,\ ,\ ,\ /r /\ /\ /\ /\ /\ ,\ /\ / . ,\ ,\ ,\ ,\ ,\ ,\ ,\ ,\ I"!��•Ck \ ,\ ,\ /\ /\ /\ /\ /\ >\ /\ /\ /\ /\ ,\ /\ ,\ /\ /\ ,\ ,\ ,C X k /\ /\ ?/\ ,\ ,\ ,\ ,\ ,\ ,\ ,\ /\ /\ /\ /\ /\ /\ \ \ \ \ ,\ dliCt a a [I u a ; i 1 e 1 I--- .. V SERVICECO I BAYS U w II \ �'7ffiNfomj �I/ �n 0 �1 �1 �1 - ,-v `I � A / � A \ I It O (I, , _,,_.... „._ • EMPLOYEE ��� ••,•• >, - :\\\\ J a LOUNGE; nut \ \ \ \ \ \ \, . __ \ \ \ \ \ ........1*-'4\\\ - \\\ \ 1111k°N \ ' ) ,--0\ , • z O 2,0,7,,,1,,,--„t141:4-1_,- IL i.I1�]II. I o O\ o \ lk‘ O \ \ \ k z H SERVER / �`?�,, 4\ * \ k in _ Ir TRAIN(�• IT \' \ \ \ `� \ \W ^O^ A A i A i A i A A i A \ i X x JA ITII 'I N MANAGER'S \ \ OFFICE T A / I 11 HALL' \ �\ c' © 2023 ALL RIGHTS RESERVED Co i _Ark_,,.. \,Fri'', . rtia 1 — -I it> II 4‹ , . SALES = I L •:::=I ' / 1 :IIL ':. \I 1 , ® 1% r �I �� �� > �� h� h��� IA �- �I ��� �'' / BULLPEN I0 SHOWROOM �Il lli _Porn �R = = = = = = �� — — = = = = = = - — = = = = = = 03.26.2024 ___ - PROJECT# 1 2324 �� ■ I--- k1 DESIGNED BY NC --- DRAWN BY TC LOUNGE 1--- 0 0 0 11 �� �- ,- REVISIONS 1--- 6d 6d 6d 6 �1 Minn L—�J = _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ - _ _ _ _ p IItCI WAREHOUSE _I o o X �'��� �iil111iil11, I I '`I s a / n a 11 1 1 1 1 1 11 II 11 1SW _. ❑o I A 4+ , ������ —� � r ., /d �, �, �, �, �, Y x/ Y x/ xC x/ xC x/ Y _� lG y yY Y lx x x x\yilix x x x x x x x x x x x x x x xxxxV Y Y Y V yy x/ x/ x/ x/ x/ � y y y �! Y y Y J \ \ / x / 03/27/2024 CDGROUND FLOOR PLAN '11111111IIIIIIII11111111' SCALE: 3/32"= 1-0" NORTH REF FLOOR PLANS 3/26/2024 2:55:06 PM I Project#2324 1 A2 . O I LEGEND EXISTING ITEM PROPOSED ASP=ALUMINUM SPIRAL PIPE\ '\\ 4FIRE HYDRANT = ENBIY FILL LL\\ \ / i � — / / a r Y EX=DUSTING -ENGINEERED WOOD FIBER \\\ / r - FLARED END SECTION vA \\� f \ ��X \\ `. r � - '/ TEE . - - T IO N DE\\ CROSS - PoLYETR YL EN E . VERTICAL BEND HIGH POINT LOW POINT S MEASURED 945 \ \\ \ \,\_ :;.,...;,_;;_;,;:i �-- .. f. � ' M _\ \ \ \ /\ . I i \ 0 s NRA DO $ EIA\ i / B E I N T EoC` N CEN EODYALENT • • • CURB INLET \\ / \ Ln1 0 :T1070 AN Oa RE IPI A RE ELECTRICAL METER ELEcTRicAL Box ELECTRICAL MANHOLE EPHONE MANHOLE 01/ CONCRETE PIPE 1 RCP=REINFORCED REIN,REINFORCED pHoNE pEDEsTAL TA.TOP OF ASPHALT 6 CABLE IV PEDE.AL TBC.TOP BACK OF CURB /� 8 VALVE hil GAS % a TREES CO DECIDUOUS CONFLICT o e HRua WMWA ERMAN _ SIGN .1 DEF CONTROLPOINT .�R/ + BENCHMARK IM�R.•PIPE CAP -1 �! a oa µ EOT � ASPHALT EDGE 2314 ' AA... . C IS, :L \ BUILDING ANOPY —. .— CABLE BEFORE DIGGING -- - -- 8O0-2$2-11661 ; CONCRETE CONSTRUCTION LIMITS -- — —m m_ —0— FENCE PLASTIC.VINYL ' FENCE Waco • r FIBER UNDERGROUND GABUNDERGROUND •— 1 \ t PROPERYLNE Ce =0 0. —9.—. SANITARY SEWER SERVICE LINE WER OR LESS) � WERE ERMORB,. . . . . . . . Ewa,.oalRAIN Z a . . . ; . ;.—. . — P sioRM SEWER(u•oR MaREI 0 Y _ Z �� y 1 _ WATER MAIN - ETELEPHO UNDERGROUND WATER w m �< FLT / ,5]TN ST W — J —>_ _ RNALT BENCHMARKS: COU J (� T . \\ // / RE 2 e DISTURBED PROPERTY IN THE MIDDLE OF MONTREAL STREET Se. j'> ~ NOTES: REMOVALS B DEMOLITION: ELEV=,uaz T3 w X 1. THESE NOTES APPLY TO THE ENTIRE PROJECT EXCEPT AS INDICATED OTHERWISE. OR DESTROYED SHALL BE PLACED BY A REGISTERED LAND SURVEYOR AT THE SAW 2 e. w INDIVIDUAL DRAWINGS.CONTRACTOR SHOULD NOTETHATADDITION CONSTRUCTION NO EBAREINCLUDED ON B CONTRACTOR'SE%PENCE. rvE„)wiERrvancETaENGINEER.awNER.NDPROPER Y z PAVEMENTPRIORTOREMOVAL. U a CONTRACTOR SHALL PROVIDE A ANy EXISTING STRUCTURES DI.URBED BY CONSTRUCTION AND NOT CALLED FOR REMOVAL U) TO THE WRITTENSPE IF.ATI NS, AILS.ADDENDA AND CHANGE ORDERSASSOCL,TED2. THESE NOTES ARE FOR GENERAL REFERENCE IN CONJUNCTION WITH AND ASA aWNERBPRIORTOBEDIrvrvIrvGANY CONSTRUCTION. WA , ARE TO BE RESTORED TO THEIR ORIGINAL LOCATION AND CONDITION.THIS INCLUDES ALL U) 10.THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THEIR TRAFFIC LIGH-FS,SIGNS,FENCES,POLES,ETC.SHALL BE PROTECTED OR REMOVED AND N w 3. ALL WORK WITHIN CITT ROW SHAU_FOLLOW THE CITY OF HUTCHINSON STANDARD REPRESENTATIVES.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL REINSTALLED BY THE CONTRACTOR WITH THE OWNERS AND ROPER,OWNERSPERMI.IGN, J SPECIFICATIONS.CONTACT THE CITY FOR ncorr or THE CITY SPECIFICATIONS. EXISTING UTILITIES BEFORE COMMENCING WORK BY USING MINNESOTn•ONE GALL NUMBER 800-2 „Se LOCATES SHALL BE MADE 811. a AND THIS WORK SLANT BE NCIDENTALToTHE CGN,RACT. reMi3�cABU`eE"oa ERSPECIFICATIONS SHALL BE BROUGHT TO THE ATTENIION OF THE ENGINEER WHEN ` A ANY ERRORS OR OMISSIONS DISCOVERED BY THE CONTRACTOR IN THE PLANS OR F ENCOUNTERED,CONTRACTOR SHALL PROTECT EAST.IRRIGAIION DISCOVERED.THE CONTRACTOR SHALL ALLOW TIME FOR CLARIFICATION PRIOR TO U DAT N sB. 1 PROCEEDING WITH THE WORK IN QUESTION. SOME SYMBO.,MATERIALS,AND ABBREVIATIONS MAY NOT BE UTILIZED ON THIS SPECIFIC B LBEAPPRD.pDINWRDINCB.rA TRE ERN GINEERDRARCRITECT 12.THE CONTRACTOR SHALL SE REQUIRED TO OBTAIN ALL NECESSARY PERMITS. 5 oRs SCALE EELS PRIOR TO IMPLEMENTATION. 13. REWONBCDNTNACTDR GEOTECHNICALREPORT. NO FOLLOW THE RECOMMENDATIONS FROM THE 0 IrvaICENT TOTHBOONTR NE. V r 27 �� DE YT HGE SHALL COORDINATE SCHEDULEWIHOWNERSTESTINGAGENC RABANDONMENTOFEXINIMSORECTRICALGASAND e s 03/ /20240. ANY TEMPORARY CLOSURES.WITH THE OWNER. CONTRACTOR sHALL KEER THE HECONRRSERING RSURVEYINGFIRMTOPROVIDE OTE INSTALLED PERMUTCOREQUIREMENTS.OF ALL CLOSURES AND DETOURS TO A UM • LDETOURBANOCLOBUREBBHALLBE T. "T B�VEYCOMPLETEDBSOTHERSANDPROVIDEDTOKUON]aca0z,. C200 ACT HNG SERVICES.CON Mar 32.2020-%.62,-K. I.1M66.6Schwal _ _ CaNer°1043610VaINTMN,CAD,DesigGPan.3,A00,aB,nLSTCAmaleVaII0,.201.6,MEXISTINGI 0K.ENGINEERINGLLC2020 PRELIMINARY-NOT FOR CONSTRUCTION I® I ® ® \\! vv I A...„..._, � `\ \ ASPHALT \ 1 R, �/ HE I - a a is00,14sse. ,8. onnFrED Ali DEF ( / // \\ ENEWED MRREE II —� -- • _ — SITE REQUIREMENTS 09/2023 I ai { YII IllI MMMDUIDIG ®.: �, DISTURBED LOT AREA II12 600 SF-2 Se ACRES i I Ili ; ENCLOSURE M pp��PROPOSED BUILDING �' - I I IMPERVIOUS S sa z0e SF aes ACRES ssSI RR IIIRRRIII FFE—r.•a a . - 447'. .r.itv-47 I r.. rb 0 3' ..,--,-' • m , ix I. • K L` ft �a LOHGsET�CNi- -- I T ® W r I I ,, zI II I 7a T> Cl) ASPHALT YSITH ST W ASPHALT.. cn W J Vers.03/27/2024 Nli SCALE NAVO80 FEET C300 Bear,znsa-z:s2,-x:1Pmlec1s.snsInstLLesGckxeUUUN,aon,asrvecealerIG-G ievaueNM",cnnIU DUPIaaoGN,aao,as.14LsroANPie Valley-cae,.eOB lcnel PRELIMINARY-NOT FOR CONSTRUCTION DULL E"GINEERING uc NULL 1 1� NOTES JOINT LAYOUT NI.BEADJUSTEDDURINGCONSTRUCTION CONTRACTOR SHALL SUBMIT REVISED JOINTING PLAN TO ENGINEER FOR APPROVAL z ALL JOINTS SHALL BE SEALED I ,,` \ a0V, _ \ /'.. —w�� ASPHALT J e1 • s ��qq In \ . //z/..,/,./. i// f \: \': I �DEF / e -. ... \ ., I MRR ®�\ I wow \ \ p�2314� % i'7/a1I i rv� I &fp&9''I'� � .m 1ISSUE DATE 1 I` 9 f IIII nn nn nn nn nn nn nn 1�® .zw„•.' BB�..PROPOSE • R��11I IINN IIII FEE:ztJ!JJiUI I NINIel3®l!: m — — —•�4 �ri��lA ^ I.IL ligitillijI 0 i.i ��r - fY w _ _ z ® i w lit. mZ o CL¢z > -> z \\ \ \\ \ \ \\ \ \ \\ � F CO a o ASPHALT 15TIH 5T W ASPHALT- co w J O/.' Vers.03/27/2024 A C301 2020 Mar 272024-z.szom-K. ,B,nMnsNLes3cA,ao _ _ Ce�AT,.APo .AA IaVaIIeyNN ,aN 00 an`Pans,23,A ,as,4LET leValleys,e,. (JOINTING) RKLLEN�INEENIN�LLC PRELIMINARY-NOT FOR CONSTRUCTION \ I - WATER.SARITARY.&STORM SEWER. \\ SHALL PG GWrHEG.GPAPPLEVALEr ,; �. STANDARD SPECIFICATIONS 1 \ ' \ <'' ..n, 2. ALL PIPE DIMENSIONS ARE LISTED TO CENTER �t < , 3. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING PIPE MATERIALS.SIZES.AND < LOCATIONS AT ALL LOCATIONS. SITE UTILITY CONTRACTOR SHALL COORDINATE wITH WILDING MECHANICAL WITH - ' CONTRACTOR FOR UTILITY CONNECTIONS,LOCA„Orvs.AND ELEVATIONS. . S,aE, — ` /- E� ES SHALL BE NSTALLEGGNSANITARY SEwERSERVGES&WATER \ z(SW) 1 T / . \\\ \ \\ O�93S ASPHALT S. SEE SHEETS Croo-no+FOR Linn.onAILS. \ MP \ L.�tb' aHM 6 ,\ s s (NE) z . M� . r :M y �w„a, ��oxT� mINvIry 02(5) GS o �INW, j i i l// 9 \r, I \ ' \ I ia,nar.Eo 7 /Ii ML\ iNoll \. W H CURB INLET 'STRUCTURE SUMMARY r M,M,., LIJIUI RR RR II II II II.:��„pppII�II Ir 9� f RIM 93B.58 SIZEMPE 2.0,36.INLET NNW'INLET 24W,INLET 26,00.INLET 43.MANHOLE ®� > 6 ®� •• 'HOPE INV.NW:033.30 MANUFACTURER CONCRETE' • ¢ 1 .. • l ���pPROPOSED�ABUILDING Wl ll��2 in 11 O �� �1� 1 I\ is RCP Mv.s eSS Sa CCASTING-FRAME ASTING GRATE rvaEc nrECEE rvEEx gRzsea Ec w < FFF IIIRRR`III 1�,Jjl �Rim 9:13.58 '} f ®ee.,, •� z uv lao`�I 'WHORE E '"-�WP° xEE�c�xr ` O`a;:s;iEi • 0� 1 1 -P wRx MANHae) ®®, 'O aTry sss eo�uiv) A F+sa:M.-.ru u[Ei5[E3 I I E PALMED I ANo ,z"Nv0OTxsx. I) ss'e .—cS•Nv xSS.SS)— WNW! ! O. Et (fTCFTe'S - ®®I!R@. cirvvmem • .• rp iIMiw �i�� �a:� b \� LLI , SIGEMPE Mar INLET 25,36.INLET ...MANHOLE 58.MANHOLE �;i ) E r +' CASTING GRATE Soso S TYPE rweC x SOLO r Z _ CONCRETE HR W Q Al R EE_ ,:„ s TEE � � N rvEEIWI N R S as f Rim 052.88 ,zN"o ESS.S.IEI . L in INV IN vuSa°i iwi— a 'tool Is. `5X ,g �z' v�� �sr x.a(EI — �rvv �.z cEl� W m O — — +z•ury OUTI?INV IN 9388.599((E) t Ftz RCP®tAS� ' o r mi eSUMP 833ie , m2 �JW 1 ASPHALT 15]TH ST W CO Q — n — — j ASPHALT iii __r, / W J Vers. 03/27/2024 D mANuFACTuRES INCLuDEo IN CASTING SCHEDLILE ARE REGTHEE ENE �VGNR GRMYG&WSMRRALERNATEPRGGGGrSPGRREVEWS ER. SHEET C400 5e,27.2xz4-252Pn'-R. i ,e.sIn Sm,..b _ _ camann.-AnwavaBeYMrv,cnrnnaxenw..3+000+e5.16 LSTcnnwa valieysee+.m,e ammrl ®xu ENGINEERING Lc mz. PRELIMINARY-NOT FOR CONSTRUCTION 04 hh.---hh hh 1 CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE SITE FROM .'' EROSION ONTO ADJACENT STREETS/PROPERT ES AND INTO THE STORM ' SEWER SYSTEM 3. EXISTING OONTOURSARE SHOWN AT EXISTING GRADE . NE,T3G333> \�� j• 3. PROPOSED CONTOURS ARE SHOWN AT FINISH GRADE y 1 ° CONTRACTOR OASSHALL RT AND PO«GWALL REQUIREMENTS OPTHE MERG sa=z3 s ANCEMTH THE GEOTECHN p REPORT AND PROJEOT SPECIFICATIONS. l mmmr ABBREVIATORS ErtRGB4313 :!��! E --:'" j. TON PPE P i - - GB=GRADE BREAK ME=MATCH EXISTING TBC.TOP BACK OF CURB OF CONCRETE .,. TF..,43-"::114:\\:14-4:12716":.*:::11:4...Pln'"..'":7-1.1:7.:93.":1144 64,1117 gr ' I��IIlW.2 RBC I{I -1.ea:, ie4 a 76 II rec�— �L C. J ♦ \ sas.ss i� ® .�'[�aD ®®�. .k `•nl'' 4DEF MRR ��- . a ® ® frF �a `y i l�\` i� `°"2314 ®�ii '.tI j® ■ HEIIM h";.11 Ems'\\a I,®� f I F 09/2023 11 i „ , III Ill�I���� 00 orc on on on on nn..ppp���I ppr �gp�� �gg�ritin n 0 .1/- ,,,„,,,t. .` Bc'! �4 pp pp PROPOSED BUILDING ���� ®x P(�� ��g�� ,,„ ..,..„.....„ .,3„..„,...• ,.....:,, , ,,,,,... , 1 i.. IIIRRRIII FFE DBUI®� S ' q $i� . : Fr-PEP --" 1, •`-• .1"-1 \"' •.--o..,141%ismarlitiel 1 I' ....r. 1 re 1 I 1 ®. l W r 1 I� W m Z o v ._ecs,.,2 ZMErc - m v J 2 t0 Z a a 2 6 a ASPHALT / 'TS�TH-ST W j ASPHALT AT N W I SCALE FEET 407, Vers.03/27/2024 I SHEET C500 27.3024-2.53Pm-N. , ,S,nsI SHhao _ _ carderT,.APNaValleyMMo„DoaNaaParis,23,A00,as,n1.SOAPolaVaIleysN,.chip,GRADING) OK��ENGINEERING��C2020 PRELIMINARY-NOT FOR CONSTRUCTION 1 1 _ PREY ,DUD,. ® T . \`� Rx NE TrtM EDDI TURR DEDFE N o mTM oTTM o� w.oTME.o xEM E LO EDD A 1 THE s ExCURPENT..V TLm.NDCOM.xSPOST,.PERwoLs.REPµOGEN L„MAI S,THEsou.n�T.TGRADUALOWES. 1 Lx.s,NErvEwExL''''oP.""'T"*ATRwLL""L'D ""- DEroRMREwRwx x LLD NTD xED TDRM ER \ II CONSTRUC T.EN TRANSESLTF FENCE,NETPw,ECDory ETC, o \` f — 3 INSTALL TEMPORARY SOIL STABILIZATION ON RSOAREAS \\ . E INSTALL XEORAO/O>, . ® ERE S PPING OPERATIONS :::::::-:: : =�ALL DSx�➢A�AEw,xN.D,,DFTDPE�P�EME,TAxDGMDIxD SOI CRIPTOR TIEEX T.SOILSFORMEERECONEST MM.!YOFR<xOS AND GRAVRD RECEIVING RS uuPx RIPER IS ELTM�rvEEw�wA�n FOR THE xE AND WAN.o.rvmwA�rv�n� Ory orvnEa�� xE= PPPEPPITMO ANOT�DF xTENTANCERO ON CONTROL KANTO„.ONNER35 DAYS PMDRTO TIE / aimumm � START OF CONSTRUCTION ACITATES FOR REVEW �.� EE MDMTANOTCEO INTENTnD„D PIE MNNESOTAPD,LMTDNCDNRwLAMN�YAT LEA 2 THE CONTRACTOR AND ONNERARE JOIHRY REWIRED TO ST,DA, PRIOR TO THE y n T SREPD�EEFORMPMn,,,,o,,,,,„,ERDREDEY11EMNNESOTAPOLLUTONCONTROL AGENCY THE PLAN PROVIDES TOMnMIZEPOLLUTANTENTPESTowmATEaa C„ARGEToxNx:EROEON.T. IIII �� DNCorvTRDLSwLDEM.NTAx.MODEEDAND� 1 ION I c TERMINATION NES E�BEEN � CONSTRUCTION ;? TIE PLANSSHALLSEEDMANTAxEDxOREMDPTTMEoxCxET,oNOFTIE .ORDRAT THE NRECDDNOP,� N�ASNECESY wNExDNOTx.PUB.ORIGINALDEF sonars / 2 ALL HAZARDOUS MTERIALSOTOR/tOEAREASSHALL HAVE RESTRICTEDACCE.TO PREVENT VANDALISM MRR MA ED �'. s� ' \ SURPLUS PRODDCL MOST BE DISPOSED OrMANUFACTURERS OP PS�2314 � 1pe � � reRwSwuSEc«LECTEO.wSTOREO xSEcuRELr uoOEOMETAL OOMPsrmsonoTxERAPPRovEocaxTunMErvTMETxoO AT I.E.OF EACH DA, ncon21 w awa�ev.��:a\ems . .I� PRDDUDT w LL RE USED UP RE,DRE D EPDMND CrNE TME r' PERSONNEL./ nR,RUCTEDR.TxEDNRRAD.ORE REDDMMENDED METxDDE DF PRDPER DISPOSAL WILL RE T�EFor,PEMPEMxEEµooEPNE,L,wLLEEFOLLow �dN�Q®�9��� [sR�Rdi1� �8itB��� �M�IE�NP-�pI 9 r ;?till I'`.�. III IUI nn nn nn nn nn nn nn�II r�I ®® f3 � p `� I ' EROSION CONTROL S„ERVISOR REGARDING THE CORRECT PROCEDURE FOP WASTE DISPOSAL. COMMO PRACTICES THE SWIPORTABLE MOTS LLOWED FUNCTION TROLEE �,1 ii H g PROPOSEOBUILOING U BB BB16 1�111 ,,..IPOUSEPEEPINH AND MILL Il 'la �.J �' FFE:9aaq�e�g. 4. 0 ea'' 'INp E ��INE1�� ® PRODUCTS,FERTILIZE.PAINTS CONCRETE ANDAIP/OTHER PROOLILTS µPED PI CONSTRUCTION AGIWITIES a FERTIugRSWILL BE STORED x ACOPERED SHED AND PARTIALLY USED„GSM,SE TRANSFERRED Ton SEwBLEry YTOAwD Ton FROM remoLEw ���re il@f SEME --- E OPERATOR NxLLAT ` Y v ,� . 4tllitto � HE END OFEADxSHPIORMOREFREQUENTLYFREW ED.DN.ASTREET°LEA,ETOREMDYEANYACCWOLATEDSEDIMENT 1fg ft. \On �� � z gp � IatilinpIN E 0. iyV� ��i� l �M��r © MDR NNNc TM T MR MKDD TM o � A M SRENSPECTIONSSHALLBEP.RFORMEDEYTxEOPERATDR.EDNNNGMTNTHENTMEECLEARNDANDURADNGTIRO.,THECOMPLETIONOEALLPROJECT PCTWIERNPON�PEC<DNOE FLEMARCORRECTIVE ACDMN.ALLPE TAKEN wxxrvE HOURS NSPECTONAM CORRECTIVE ACTONSTA�N=xALLSE RECORDEDPVT.OPE„TORAMSxALLRE CLUDEDWTHTIEPROJEC<ELE NSPERDN=SHALL BE PERFORMED AT LEAST EVERY IWO WEEKS AND FOLLOW.A RAxRTwxA20DDRPBP100 SEDMENTPTON CONTROL DEVICES WALLBEREP.ROREPLACEDORSUPPLEMPTEDwxENT~EYBECOMENONFUNCT AL ASPERAPPEND.,DTNEPERMIT IEPARTYRESPON=ELEFORANPRENANCEMwLLBENOTEEDMFDEF ENT=EDMENTATONCONIRMLDLV�=ANDCDRRECRYLA SSHALLSETAKENWTnx mxDx.DEDRD DISCOVER M Wz ZoPZ w 15 MI CO W li �� FUELING AND EECONDARYDDNTAIN TMEA SWILL PE STALLmAND 1 ALL VEHICLES ONME WILL BE MONITORED FOR LEAPS MD RECEIVE REGULAR,PPNTENANCE TO REDUCE THE CHANCE OF LEA.. IA Q Z a DRLREDND TOR® DT ED i iL ON INERS`PECO oCOMPOUEE APPLIED BETICKACCORD.EALED THE ESTOREDWHENE RECOMMENDATION P.FORU I o ++ �w CONTAINERS PPE DISCHARGED o,xesLDADEQUIPNENTNEESSAYLOR SPILECLENUP WILL PE En VENTWI�E m15 RUT NOTLSArvDEwPMEROOMS DUSTPANS MOPSL...GLOES KEPT IN LITIMO OIL ABSORBENTS, R DUST E J E MUPMENTY,LL INCLUDE !.• RUT PERRS am PLASTIC ADMTALDTRASH PANS ERS DED...GLOWS soODn CLEANUP. ERmoLASSORSENTS SALAD.swwsTOLASSORSExTSoa.SAND �� J (FR ROLi — — 7 ALL SPILLS NALL BE CLEANED LIPPMEDIATELVORON DISCOVERY SPILLS LARGE ENCOGX TO ,.STORM L¢ J OANSED IT AND TNE CLEANUP IMASIPIES POLL ALSO PE INCLUDED - K ON ADESCMPTON OE PIE SPLLRAr I R SPR YDUNSwREDREDONAREMOVABLETARPOROTHERAPPROVEDMUM° W NDRTEEw TDwExDTDR DEEERDDNCR.TEDRDRUMwASn ONISINLESSDNENANE CONTAINMENT CO „FORIIRE„A.OIL IISED FOR DECORATIVE STONE OR CONCRETE WORK WILL REAPPLIED OVER A PAL„Ta °OPE..W1TDD,POSORPEPDPERLAw.N.R ED ELDDTMEANR�ENTPAMPA.-WIRE N N EGOCO RDRHOUSEPEDINGPRfCT aPRACTICES EMPLOYEES AND SIAMONTRACTOM MTH E re TDDPLL E RESPONS TO TIERE PROCEDURES DDR�. w LEDEND ` J ,n —GB— GRADE BREAK SCALE Feel - - FIBER ROLL THE WASP COT S„ALL BE TPLICPEO CMS,.PP THE OPERATOR PM DISPOSED OE PROPERLY ® INLET PROTECTION PkM-Eec:nGAC=TEXnutLCTP tril r: TE"LORDxPO' i!tiS' RocxcoxsTaucTiON ENTRANCE V FILTI PIE EXISTING DRANAMESY=TEMDT AT OERMxM=CAUSEDBY-MEDRGEDETxE Vers.03/27/2024 r ® EROSION N� DE SHEET C600 M ar27 2024-2.53Pm-N. , IeRDRINRRLes3NhaD Canter,,. DVRlIeyL,N�„�RRNaDwRRR,23,4DR,ae,ALST DVDIley.RD,.DwNIswPPPI ®RLL ENGINEERING LLC2020 - - PRELIMINARY-NOT FOR CONSTRUCTION REAR CURB GUARD FLAP W , OVERLAP WIN) MAGNETIC TIE DOWNS RH r U BEa :-Ro A'FI �av1;$ ,,1J. 14 v 54 _ FLOW FIFE 1 71 ET M •:.,. , 2 DEEP FENCE) �'-.,-_ ` a .VERTICAL(MIN) f 1 FIBER ROLL,SEE DITCH Bo �®�Ii I MEEP DRBT STAKES OF WOODSTAKES � DEEP � i r°EEP 1i 9'FIBER ROLLS FIBER ROLL B•pMls,r.rwGDDBT KEs E �����jjjjj���gqFILTER FOR CURB HOODS %. L..—._ .__Ii"'" S NKET OF SPECFl[o) p °B Flw ry clNcBEE MANUFAcruREBRECOMME O=Nrs. \ /BACK OF cuRa— BLANKET GUTTER `WOOD STAKE 15.1.11N 3' NOTES:, STET VIDE A TEMPORARY CONCRETE WASHOUT AREA 2 I AT A LOCATION DETERMINED ST THE INSTALLATION METRO. SECTION n-n•(METHOD n) 2. AN OFFSITE WASHOUT IS ALLOWABLE. ACTOR. FIBER ® CONCRETE WASHOUT Bo•(MIN)2..,WOOD STAKES NOT TO SCALE X OR ROPE TIE FIBER ROLL R°ION CONTROL ON yyyy__1/4 MMIS°MIS.)ETIE BUNK . CONTRACTOR SHALL INSTALL INLET PROTECTION WOOD STAKESlV4FI 'B-" FLOW 3' NOTES: ' °ALL STORM INLETS rvLETcorvsTRNcr CONSTRUCTION. H INSTALLATION METHOD B SECTION A-A(METHODS) RECTANGULAR INLET PROTECTION �- - - o • . 1- / wAsaeD o FIBER ROLL INSTALLATION 2 INLET PROTECTION �-.;-. _ ND OVEN C]00 NOT TO SCALE CI00 NOT TO SCALE -"-'- ---••.... Imu En NTL BLANKET BETWEEN SOIL AND ROCK RENEWED INTL PUBLIC ROADWAY 2314NOTES: IMF DATE CONSTRUCTION.1.EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES THROUGHOUT 09/2023 2.PUBLIC ROADWAYS SHALL BE KEPT CLEAN AND FREE OF MUD.DIRT.AND DEBRIS AT ALL TIMES. 4 ROCK CONSTRUCTION ENTRANCE c DD NOT TO SCALE w 1 7wT ON +IIIIIr ~ €�., w O` © O O V o RNEENAH I _ di 4 II m w GRADE LINE NO,R-1078 j Ce z BDBB DE THREADED o m 1,J aJQ SUBGRADE o P RISER 1 MrvT M j °B N BGA E • •• 1 -• ^ ; .SEWERSERVIC COMPACTED MATERIAL�. IIO . .°BEND _II � /� - M oI o REPRBBENBUNDISTURBEDGRDDD J d TRACTOR MAKE 1.BM MIN.GRADE, BUILDING CONNECTION INITIAL COMPACTION AT ,:0 s PVC SEE aGRADE "o,„ ;;. MIDPDNTOFPPEwTH ;�.;. I I , CONNECTION,RUMNE w.E r j 2. THRUNECONNECTORDRDBBDBEDAB TEE 3. DIRECTION CHANGE,TEE USED AS ELBOW MI BIEPPEBEDDNGHANICAL MIN 0. VALVE ANCHOR KII I n IS.PVC BEND I 5. DIRECTION CHANGE,ELBOW 8. THRU LINE CONNECTION,TEE NONO=E BOND BREAKER PE,CS PIPE BEDDING RC PIPE BEDDING HM vC SEWER MAN RiNSERTA-TEE 8. DIRECTION CHANGE VERTICAL,END ANCHOR 0. CHANGE LINE SVE,REDUCER 1. REFER TO ASTM DM,FOR ACTUAL DIMENSION AND INSTALLATION REQUIREMENTS VARIES S 10..DIRECTION CHANGE,DIRECTION CHANCE CROSS USED AS ELBOW O SITE PIPE BEDDING 6 SANITARY SEWER SERVICE TO BUILDING ®THRUST BLOCKING COO NOT TO SCALE C 00 NOT TO SCALE SHEET NOT TO SCALE C700 Mar 27,2020-2.sBKm-K )BN,MHMlessm:.ao _ _ GaNeAT,<APPIaVaIMrMN1CAMOeNan, 28,AOD,aB.10LSTG-AKKIaVala,aaMM.,'(DETAILS) CKLLENGINEERINGLLC2020 PRELIMINARY-NOT FOR CONSTRUCTION VARIABLE Li BPEGF TDNa � H.T.NDE FINISH MADE GRADE l E i��i%� TNOTES CASTING SHALL BE DEFINED IN STRUCTURE TABLE SHALL INLET.THE INLET WALLS SHALL BE -f- POURED FLUSH WITH IDE WALLS OF E PIPE THE OOF cNAOeuNe ,mry SECTION C-C BELOW. AVALVE BOX WITH DJUSTABLE TOP DDFs� secTlDx D-D LVE sArl eouisremER rws"TMoeuBLExEAiRmFwiosiaaes.aE.cnnoe sucre�ons DETAILEDw CAD-DICHROMKIE PLATING R LAB DETAIL ELEASE MANHOLES OR INLETS UNLESS uo IGATEVA csEAT, MANHOLE STEPS SHALL BE DELTA SUREFoS. STEPS SHALL NOT BE PLACED IN SANITARY SEWER.STORM SEWER OR AIR R OR APPROVED EQUAL.STEPS SHALL MIN rB MIN. ATEvu CORPORATION CURB BOX MIN. Pvc PIPE CATE VALVE ADAPTER NOTE BE SPUED,aory CENTER.orE18 s 111 {" °i°- A f � ND z E° ��� r PPOLY OR COPPER ER D °NOT CURB ME STOP PLUMBING CONTFUCTOR TO CONC.BLOCK R j "B = , _ GRPOLY OUT FURNISH EUERIOR BUILDING WALL 4 AI A w STEELUNION(IF T REQUIRED) as NOTE SERVICE O GATE VALVE , g 0 WATER SERVICE CONNECTION T TO SCALE NOTE NOT TO SCA 3 ` ARIABLE R BLE GUTTERCURB 8 STORM SEWER INLET.STING STRUCTURE CONNECTOR vE f. Ill .1LLTOP OF CURB c E woie i)"o" PRGTRMDrvG I T�B` RnBLE—�+ — � A ,g _ BASE SECTION C-C SECTION A-A SECTION B-B GMEGATE BASE T DIA PERFORATED PVC PIP iaE DRarvnGE SOCK EVE(FOR STAINLESS TP EELSTRUCTURE ERNAL EXPANSION a 3 TYPE 36" INLET RD. COMPRESSION TAKE-UP C,A 1 OR MORE STAINLESSL MP(S)NNAL C NOT TO SCALE 2 ' INLET/MANHOLE ma El, INLET/MANHOLE CONNECTION CONNECTION DETAIL INTL RENEWED 4 STORM INLET/PVC DRAIN PIPE DETAIL INTL c)D, NOT TO SCALE GRADE LINE COVER NEENAH 2314 NO R-1976 IMF DATE 09/2023 THREADED.. IPVC 1/0 BEND PVC WYE z Ce 21I1.111I. r. w Z 5 1,000 GALLON SAND OIL SEPARATOR U o C)D, NOT TO SCALE e SANITARY SEWER INLINE CLEAN OUT W m z o NOT TO SCALE a.3 J ZINOTE 6 usTmENT RINGS k. m N w h COVER SLAB _ Q w VC' ,"nt/ I z OR EO IN HALL BE DEFINED NSTR SEE ARCH BUILDING WALL GRADE J w ALL GRADE LINE COVER I = aNOTEz riTi—i —IT—ITI� NOR,aTB cR DEUNE WRAP va CONSTRUCTION PRODUCTS'MAC RP,CRAN I in APPROVED EQUAL IF SPECIFIED ..4 II 3. PRECAST CONCRETE MANHOLES SHALL THREADED CA P in 4 PRECAST REINFORCED CONCRETE MANHOLE NOTE 2 s WITH B PVC RISER _INTO PVC RISER J SMOOTH,TROWEL FINISHED CONCRETE. 6. 1/1 BARRIER AS MANUFACTURED BY STRIKE PRODUCTS OR AN APPROVED EQUAL. 1.MIN.TO r MAX 7. STEPS SHALL NOT BE PLACED IN SANITARY PENETRATION SEWER STORM SEWER OR AIR RELEASE STRUCTURE MANHOLES OR INLETS UNLESS SPECIFIED.F NOTE 5 SPECIFIED,T MANHOLE STEPS SHALL BE al. THEPvc 83°LONG BEND Itif DELTA SUHEFOOTOR APPROVED EQUA STEPS SHALL BE SPACED,B ON CENTER. B MN PVC aEEPLAMSNOD5mNG — I�a�Ilr�f III, IIBEND ,m BEND VARIABLE{/ SERVICE WVE ® STORM SEWER MANHOLE NOT TO SCALE )ROOF DRAIN CONNECTION C9 CLEAN OUT NOT TO SCALE SHEET C701 Mar27,2024-253Pre-H.,Propels113easlaNLesS.aN,231400145TireCamann4.+ygavaiNyMN1CAD,OaNer,Piansi2314o014514 LSTCnyga vau0ydavrus mp(details(2)) PRELIMINARY-NOT FOR CONSTRUCTION CHLJ ENGINEERING LAC 2024 UCED NLPTGANO ABPHALTPLACED NLFTBAND NFORCEDCONCRETEPA�MENT 04 DTOBTANOAROPER CDMPADTEDTDBTANDARDPER .� OOEOTECNREPORT PORT GEDTEOHREPORT „rz NCRMNDG CROGNED . ..... RUSHEOBA TEE COURSE IN ....... MPORTED CRUSH ED BABE COURSE IN ORBECOMPA EOTOA ROUND TOP .. .... ....... M CONCRETE TOP ......, oFs of os�?° ....... AMNMUMOFes,OFTOTMD,55, �ORAPPROVEDE � D PLASTIC N 3 a� { OaC aRFrtEOLORWRET = .... '::: ' SEPARATIONEOTEXTLE FABRIC UAL, ,SDN OaPPROVEDEOUnL, ;c; OanDE ARCHITECT) .% , SECTIONS ;%�-o G�E *WAWA-,. aREanR TDNDrvDEaan EMErvi. STANDARD STE c c ,-,c ,•• HCONCRETE(B) RREHnR iOrvDrvDERPAVEMENT ;, PREP R TONONDERPAVEMEN , , ,;,,l, COATS RRM FINISH PER SPEC. OMIT ON ,. ,. PRIOR TO PLACING STRUCTURAL FILL,SUBRADE SHOULD BE PREPARED 1. SEE JOINTING PLAN FOR JOINTS. ENTRAINED AIR CONTENT OF Box AND -1 1. SOFT SOILS ARE ENCOUNTER.,THEY SHOULD BE REMOVED AND REPLACE IN SOFT SOILS ARE ENCOUNTERED,THEY SHOULD BE REMOVED AND REPLACE IN UTILIZE TYPE V CEMENT. FINISHED GRADE OR ACCORDANCE WITH THE GEOTECHNICAL REPORT. ACCORDANCE WITH THE GEOTECHNICAL REPORT. 3. SU.RADE SHOULD BE PREPARED ACCORDING RECOMMENDATIONS PROVIDED IN CONCRETE SLAB I r 2. LIFTS OF FILL ARE TO BE COMPACTED IN 2. LIFTS OF FILL ARE TO BE COMPACTED IN LAYERS REPORT FOR ALLMATERIATGREATER B EBDECTEDTIMUM MOISTURE REPORT FOR ALLMATERIATHCKESSUNLEBOIRECTEDM MOISTURE REPORT FOR ALLMATERILTHICKNESSUNLESSDIRECTED GEOTECHNICAL REPORT. CONCRETE FOOTING of E STANDARD 3. FILL TO BE WITHIN 2%OF PASPHALT LAYERS NO RMASE BY OWNER. OzHEHEAVYRWISE BY R DUTY ASPHALT PAVEMENT `REFER EHEAVY RWISE BY RDURTY ACE IN ACONCRETECCORDANCE WITH HEPAVEMENTORT.IF SOFT SOILS ARE ENCOUNTERED,THEY � -,I_I�I--I cmz CROSS SECTION NOT To SCAT Croe CROSS SECTION NOT TO SCALE CT00 NOT TO SCALE EXTERIOR BOLLARD NOTES, 1. 05.0 PLASTIC JACKET,COLOR:URBAN BRONZE(VERIFY COLOR WITH ARCHITECT,. 2. ROUND SMOOTH CONCRETE TOP 3. 05.0 6'DIA STANDA.STEEL PIPE FILLED WITH CONCRETE aI COATS PRIMED 4,4, 1ITHROUNDEDGEs EXPANSION JOINT 4. TO EXTEND 6" DIA.N , FINISHED BOLLARD UNLESS NoreoOTHERWISE ONP Ns. • O BELOW TOP OF : NOT To SCALE EXPANSION DINT R MATERIAL SNUGINJOINT g CONTRACTOR TO PROVIDE CONTRACTOR TO PROVIDE EXPANSION JOINT SLL ,a TO FACE CIF CURB WHERE FACE OF CURB WHERE CURB ACTS THICKNESS ��JOINT TOTH ROUND EDGES ADJACENT DJACE SEE TPAVEE�cnarvLT. / ,��%% CONTACTS ASPHALT.PRIME COAT AND TACK COAT TO CURB z INTL MENT }:::::•::::1 ,r tr PAcrION RENEWED REOUIREMErvrs INTL BELOW TOP OF PAVEMENT - -- ;';'1!1!1:1114ii'i1L:L:i* r �p�2314� IVeCONTRACTIONJOINT SNUGINJOINT 0`O1 i 511�` S.. IMF DATE COURSE COMPACTED COURSE COMPACTED TO BM MAX.DENSIN TO 9.MAX.DENSITY CONTRACTION JOINT s DROP CURB & GUTTER T PAVEMENT THICKNESS ,.,,(,a.VERT.HAND TOOLED CUT C] NOT TO SCALE CATCH CURB & GUTTER NOT TO SCALE POURED JOINT SEALANT • TOP OF PAVEMENT BELOW BACKER ROD TO Ce SNUG JOINT T CONS LL (— CONSTRUCTION JOINT Z ,. ALL CONCRETE SURFACE TO HAVE LIGHT BROOM FINISH. LLI l OCONCRETE EXPANSION AND CONTRACTNONOJOENTS U N SECTION { .Z y 1 1.5 SECTION A-A 2' J SLOPE TOWARDS STREET/ AWAY FROM BUILDINGS ,.5%ttP.20%MAX VARIES SEE PUN 1I4R In N J r E DETAILNOIE, LT., } V J sc = - NOTE g ogLKottNpRE E TBC a SEE EARTHWORK&PAVEMENT Ml°RAAR TwN SEPARATION APPROVED EQUAL)SECTIONS OF GEOTECHNICAL aE i��,°`;AL MATCH WIDTH SIDEWALK •— zaLU REPORT FOR SURGRAIDE TO SIDEWALK) PREPARATION UNDER PAVEMENT Rsc DEPICTED ON PERSPECTIVE VIEW PLAN 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 1. 3/4.EXPANSION JOINT W/1/2.x IT E.WELS AND V PAPER TUBES,OR IN REINFORCING STEEL. OTHER PAVEMENTS OR STRUCTURES.EXPANSION JOINT SPACING SHALL NOT EXCEED 2. 3/4.EXPANSION JOINTS AND DOWELS FOR FULL SIDEWALK ONLY.AS DIRECTED BY ENGINEER. 100.IN NEW CONSTRUCTION.CONTROL JOINT SPACING SHALL NOT EXCEED 6'. 3. RESIDENTIAL INTERSECTIONS SHALL USE 4.5,WALK AND P S 1.5'FROM OPERTY LINE. 2. CONTROL JOINT SPACING SHALL BE SAWED OR TOOLED TO 1/3 CONCRETE DEPTH MOUNTABLE CURBS OR 6'SIDEWALK IS USED. s AND SLAB. WITH,e LONG a4 BARS AT MIN.) 4 PLACEMENT FOETECTION PANELS PSHu1 BE DETERMINED BY 0.C.SPACING,CENTERED IN THE JOINT ENGINEER ON ANY RADIUS 16'OR LARGER. 4. MIN.CLEAR COVER TO BE PROVIDED, 5. INSTALL TRUNCATED DOMES WHERE INDICATED ON SITE PLAN. 5. ALL EXPANSION JOINTS SHALL BE SEALED. 8 CONCRETE SIDEWALK s ACCESSIBLE RAMP 10 NOSE DOWN CURB CT nOT TO SCALE NOT TO SCALE C,oz OCTNOT TO SCALE CT C SHEET C702 Ma.27,2024-253Pre-KAPrejacts..Mastless.waez31400u511reCaManna.+ygaVallayMN.DIOaNB.,PIa..314o0145,10 LSTCnJwla VauOyDaleusmo(details OD PRELIMINARY-NOT FOR CONSTRUCTION m 0LJ ENGINEERING C 2024 4(4 Dimensions. 1 I 1T I fl ,. _See wex " VERTIALTRANSISlIONp loenon asps rh ups CEOTEXTILE FABRIC PER PAVEMENT SECTION II SUBCRADE PER PAVEMENT SECTION x-~ie.q.I.800566.1283•t.' m AwLT.AINT I moI I I ., \. 1 SECURE INDUSTRIES/KETKEEPER VARIES TEE PLANS--s.n—K MIN.) NoTEs, 1. POLYSTEYENE INSULATION SHALL 4'BEYOND ANT DIRECTION IS VA N TO ELIMINATE THE HYORONICS LAYER.EXTEND NOTE:MAXIMUM SLOPE I HEATED PAVEMENT SECTION AND �NOnON VERTICALLYLLT UP KEYKEPPER WITH STAND 2 BENCH 3 ACCESSIBLE PARKING STRIPING O HEATED CONCRETE c70a NOTSCALE COOP NOTTO SCALE CT03 NOT TO SCALE 3 CROSS SECTION NOT TO SCALE hil INTL RonEtwo INTL 2314 09/2023 1•ESERVED GREEN BORDER I PARKING ,GREEN LETTERS I VE HANDICAP 1 1e BLUE W/WHITE PER ANSI 4.20 SYMBOL GREEN ARROW I cE alai,=1 BLUEGRDUND 1 SPACE ONLA W Ce WNITE H.oRS In Eli ETEE,1• STEEL PIPE i - =r _ Z ED. i _rs ME W F CONCRETE-FILLED Dv.POW ST lDO rEELPPE.)Doomeo TOP ., EIN SHED FLOOR V O OS 6.PLASTIC JACKET, 60.MIN ELEVAT DNS cRETE SEE DUT PLAN COLOR OR WIITHARCHITECnSTEEL TUBING.COLOR . `�PAUEMENT SEc,ION SEE LAYOUT PLAN Q z y SLOPE POWDERED COATED TRASH RECEPTACLE TO MATCH BENCH AND T DRAN CONCRETE FmOIUNDA110N WALL co_} f AS PERSTE PUN !I'l SEE 5 CTURAL PLANS CE LE yI fN J W FLUSHGRnnE i I JSCI \N CONCRETE BASEI I 1c • = STEEL ANCHOR PLATE - \ V a CONCRETE FINISH ' NATIVESOILS to GRADE PER CIVIL to DRAWINGS kil ✓ SLOPE AWAY FRRM FOOTING WGRANULAR I , I - NOTE: NOTES: II3 RAERSIUS),SURFACE MOUNTED, I-2.X—I-[S. 1. IF A STOOP IS WITHIN"BACKFILL ZONE A'THE V AREA MAY BE OMITTED TO MAJNTAIN A CONSISTENT TRANSITION SLOPE. TRASH. COLOR TO MATCH BENCH AND 2 INSTALL PER MANUFACTURER'S RECOMMENDATIONS. BOLLARD MOUNTED SIGNAGE 3. IF TRANSRION SLOPES.EXTENDS INTO LANDSCAPED AREAS,CAP THE SURFACE WITH 12 OF CLAY MATERIALS TO PREVENT 3, SEE SHEET A150 FOR LOCATIONSIS) INFILTRATION. 5 BIKE RACK 6 ADA SIGNAGE DETAIL 7 TRACH RECEPTACLE 8 BACKFILL ZONE A 03 NOT To SCALE oOD NOT To SCALE C,OT NOT TO SCALE C,0D NOT To SCALE SHEET C703 Mar 2T,2024-2.Eepm-KAPrnjaMs1esnslnsnLAsSmwaM.231a00us TlreCamann4.+ygaVallnyMN1CArnnANpmPlans123140014s14 LSTCAppla VAUOyDAWunaAp(DEATES) PRELIMINARY-NOT FOR CONSTRUCTION AKLJ ENGINEERING LLC 2024 ��I��//lI�///�����//�l LEGEND Q SHRUB W O SMALL TREE �e W • r • a • • 9 //., s-nxoxueucxrNao_aEum I . 0 LARGE TREE / xwennn ur xarmm arc)eve I xawrro +MrsawrxrWp 0 / / ° - kj0 ;I:E: VI::I1DO SHREDDED CEDAR IRRIOCH W/WOVEN WEED 1: - ,,, ,�,- D.40 1:14 xoxev.ocuer xoxrxexxnecuu \1 . 1a-wua.,,.ow.racx ... m 1'9 w X .N 01Neee1'°'"' 1 A IRRIGATION TREE BUBBLER Z / \ \ PLANTING SCHEDULE ax.. STY SIZE COMMON NAME SCIENTIFIC NAME PMB . `•.•% '®% '� j swnwwxnE 11 x SHRUBS: x DFEo 19 #2 GRO-LOW FRAGRANT SUMAC RHOS AROMATICA'GRO-LOW Pnamuxume. 2314-00145 AO W 31 #2 BLACK CHOKEBERRV AROMA AROMA MELANOCARPA'AUTUMN MAGIC' —— / -- 6 #10 MEDORA ROCKY MT JUNIPER JUNIPERUS JUNIPERUS SCOPULORUM' 2-7-2024 // mll.,1110lll— - ]1�--.__— —' fl lir _ - ..- MEDORA' 0333 fP F• �� �� �� �� �� �. ��lL II II �� .� �• D �4.' SMALL TREES: / S 'aa' �� B� 2 2"BB DAKOTA PINNACLE BIRCH BETULA PLATYPHVLLA'FARGO' � evxr � r t(/ 2 2"BB THORNLESS COCKSPUR HANRHORN CRATAEGUS CRUS-GALLI'INERMIS' ■'.N ��� .' .•' 3 2"BB IVORY SILK TREE LILAC SVRINGA RETICULATA'IVORY SILK' A "/yW,"/yW, NA �MI 1 !L >tiG riuxiuxr �` � o `i` i' TL• ���i LL LARGE TREES: W v1 l 5 2.5'BB HONEVLOCUST,NORTHERN ACCLAIM GLEDITSIA TRIACANTHOS VAR. , •• _�., — INERMIS'HARVE' Z // 6 211 BB OAK SWAMP WHITE SUERCUS BICOLOR Z M 04 }.4-- 4- a •f - LLJ ILQW J OPINION OF PRICE,PER CRY OF APPLE VALLEY 9155.349 I-=0- W O - W Wuenwu. THE MINIMUM COST OF LANDSCAPING MATERIALS FOR THE PLAN SHALL BE A U d + ®'• PERCENTAGE OF THE ESTIMATED BUILDING CONSTRUCTION COST:COMMERCIAL 2.5% co cnQ U ESTIMATED BUILDING CONSTRUCTION COST: $3.500,000 J Q 0 ' W ESTIMATED LANDSCAPE CONSTRUCTION COST: $87,500 I Q W � I. ' * TREES $13,000 W J LL W � W W LLI• IRRIGATION $28,500 CI) O 0 SOD $40,000 N J N SHRUBS $5.000 - - EDGING AND MULCH $3,000 Ill TOTAL $67,500 Si FEET Vers. 03/27/2024 CD SHEET L100 Fm OS,2024-9a2ern-K:wgeasmsnsinsirLssemee1231a00165_TIrecanem14-ApokVaueyNIMCArnoe4nwmere314.001a5.npokVaney-Laneaaa,w.g(LiDo LANDSCAPE LAYOUT) PRELIMINARY-NOT FOR CONSTRUCTION ©KLI ENGINEERING LG 2020 TING NOTES: NNIAL NOTES: 24.CHANGES OR DEVI/PIONS FROM THE OMWINGS MADE WITHOUT THE WRITTEN GENERAL ION NOTES: CONSENT OF THE LAN.CAPE ARCHITECT AND/OR AN APPROVED CHANGE ORDER PI. GENERALLNOTESAPPLY. TR12.POOR TO EE,SHRUB,AND ASINSTALOOOSA0OFPUNTSTO CONFIRM UT PRIOR TOCONTACT CING SPECIFICATIONS FOR ALL PLMBIINGANDELECTRICAL WORK SHALL BE COMPLETED AS PER ALL LOCALCODES. 4(4 LANDSCAPE ARCHITECT FOR REVIEW 2. SEE SPECIFICATIONS 329113 SOIL PREPARATION AND 329300 PUNTS. PLANTING HOLES. CONTRACT MODIFICATOx PROCEDURES AND AS-BUILT REQUIREMENTS. IN STOCK.THE COMPLETE SYSTEM SHALL HAVE ONEYEARWARRANTY AFTER FINAL PROXYT ACCEPTANCE ON ALL PARTS AND LABOR. 3. EVALUATE EXISTING SEIE CONDITIONS AND REMEDY.REQUIRED TO PROVIDE 13.ALL PLANT MATERIAL SHALL BE INSTALLED.DETAILED AND spECIFIED AND 25.REviEw ALL DISCIPLINE DRAWINGS AND COORDINATE WITH GENERAL FOR HEALTHY PLANT GROWTH AND MIIIGATE UNSIGHTLY COMMONS. CONFORM TO THE CURRENT AMERICAN NURSERY AND LANDSCAPE ASSOCIATION CONTRACTOR AND ALL TRADE CONTRACTORS FOR WORK SHOWN ON LANDSCAPE PRIOR TO FINAL PROJECT ACCEETANCE TM CONTRACTOR SHALL INSTRUCT THE OWN.,DR HIS REPRESENTATIVE IN THE PROPS OPRAIION, STANDARD FOR NURSERY STOCK. DRAWINGS AND SPECIFICATIONS. MAINTENANCE,AND WINTRIZABON OF THE ENTIRE IRRIGATION SYSTEM 4. RE-GFPOE,PREPARE SOIL AND PLANT ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITY.PLANT PER PLANTING PLAN.FOR DISTURBANCES BEYOND PLAN. CH 14.CONTRACTOR SHALL VERIFY ALL P EXISTING PLANTS AND ACCESSOR..A DISTURBED AREA SHALL BE WHERE CONSTRUCTION ACTIVITIES INCLUDING TRENCHING.DEMOLITION.EARTHWORK. SHALL DICTATE COUNT. PLANT QUANTITIES.THE ILLUSTRATED LOCATION P REIFIED.DISRUPTIONS IN SERVICE OR CHANG.N CONSTRUCTION SCHEDULE AND OBTAIN AS REQUIRED BYSZE,SM SHALL BE ZONED AS PECIES,SOK CONDITIONS,ANDIDE THE APPROPRIATE EKPOSURE TO SUN AND AMOUNT OF WATER SUPPLY TO EACH TYPE OF LANDSCAPE PLANT WRITTEN MATER.STORAGE,STAGING AND PARKING OR ANY OTHER FORM OF 15.NO PLANT SUBSTITUTIONS WILL BE ALLOWED WITHOUT WRITTEN CONSENT FROM WHEN THE SYSTEM IS COMP.E,THE CONTRACTOR SHALL PERFORM A COVERAGE TEST.THE IRRIGATION SYSTEM SHALL PROVIDE IP. EXCAVATION,COMPACTION,OR TRAFFIC RESULTS IN THE REMOVAL OR THE LANDSCAPE ARCHITECT. 27.IN THE EVENT OF ANY DISCREPANCIES,NOTIFY THE LANDSCAPE ARCHITECT COVERAGE OF ALL LAWN&LANDSCAPE PLAN,.AREAS. DISPLACEMENT OF EXISTING GROUNDCOVER OR GMIDE.PROVIDE SMOOTH AND IMMEDIATELY CLEAN TRANSITION BETVVEEN EXISTING AND DISTURBANCES.IRRIGATION 16.WARMNTY PLANT MATERIAL AS.SPECIFIED. BE WINTE SHALL 5. DISTURBANCE MSOR IDEAS AOPNG CTESTINGASSPIFED COORDINATE ACTUAL. 213.MULCH NOTES: NOSUBSTITUBONS WILL BE LANDSCAPE000HR[CT. ALLOWED WITHOUT WRITTEN CONSENT FROM THE THE LLIRRI IRRIGATION SOLVES SHALLELOCATED PS PR foa:OSaL vanory LVE E corvTRACfoa. PERFO SAMP GATION OFESS GRAM OX..SIZE OF VALVE BOXES SHALL VARY WITH NUMB.OF VALVES LOCATED IN BOX.ALL VALVE BOX LID MEV/MONS SHALL BE SET FLUSH W1141 FINISHED GRADE.PROVIDE BOX SIZE THAT WILL ALLOW 6' 17.ALL LANDSCAPE BEDS WITH CONTAINER PLANTS ARE TO RECEIVE MULCH AS 29.PROVIDE ALL COMPONENTS AND ACCESSORIES FOR A COMPLETE AND FINISHED 6. PREPARE SUB...AND PLACE SOIL PER SPECIFICATION 329113'SOIL SPECIFIED.74001.FINISH GRADE.JACENT TO WALKING SURFACES TO PREVENT INSTALLATION FOR PRODUCTS SHOWN ON THE D.WING SHEETS. CLEARANCE AROUND.SIDES OF VALVES.PROVIDE BOLTS MR MANUFACPAR'S RECOMMENDATIONS AND SECURE EACH VALVE BOX. PREPARATION'FOR PLANTING SOIL.COORDINATE TOPSOIL INSTALLATION WITH MULCH FROM OTHER TRADES.IF SUBSOIL CONOMONS SHOW EVIDENCE OF UN IMMEDIATELY EVENTS. MIGRATING OR WASHING ONTO SUCH SURFACES OARING RAIN30.THE PROJECT MANUAL SPECIFICATIONS ARE AN DOCUMENTS.REVIEW ALL PROJECT INFORMATION RAL PART OF THESE WIRE CONNECTORS SHALL BE USED ON ALL FIELD WIRE SAUCES AND CONNECTIONS. WATER SEEPAGE OR RETENTION NOTIFY AND MITIGATE AS REQUIRED. 18. SUBMIT 31.ELECTRONIC FILES FOR LAYOUT AVAILABLE UPON WRITTEN REQUEST.SAMPLE F MULCH TO LANDSCAPE ARCHITECT FOR REVIEW PRIOR TO AP CONTROL WIRE SHALL BEAR AU/AWG SIZES.ALL CONTROL WIRE S APPROVED LABEL FOR DIRECT UNDERGROUND BURIAL IN NATIONAL ELECTRIC CODE MSS IT CIRCUITS. INSTALLATION. LESS.AN 1000'SM.HAVE NO SPLICES.IF A SPLICE OCCURS ON A FIELD CONTROL WIRE,THE T. AMEND PLANTING SOIL AS COMPACTED EAS(PREVOUSIYIPAVEEE SPEC 329113 SOIL D/HARDPAN AREAS).SCARIFY PREPARATION. CONTRACTOR 19.EDGING LOCATION AS NOTED ON DRAWINGS AND DEIAILS. LANDSCAPE ARCHITECT OR DESIGN PROFESSIONAL ROUND VALVE BOX LASING APPROVEDwAreRTIGxrmrvrvEnoas.xAPPaoveo BY THE rc SPECIFIED AND MODIFY PLANTING PIT AS SPECIFIED 8 DETAILED. WORK AREAS CLEAN AND IN ORDERLY CONDITION.PROTECT ALL STRUCTURES, MEET GENERAL NOTES: UTILITIES,AND S.IMPROVEMENTS,INCLUDING PLANT AND IRRIGATION ES By INSTALLED VALVE BOXES A OBE INSTALLED IN LANDSCAPE PLANTING AREAS OR OTHER PROTECTED SPACES.VALVEBOMS SHALL NOT BE e ITS WATERING REQUIREMENTS AND SHALL BE SUPPLIED BY AN AUTOMATIC OTHER CONTRACTORS AND IRADES.MAINTAIN PROIECTION DURING UNDERGROUND IRRIGATION SYSTEM.SEE SPEC 328400 PLANTING IRRIGATION AND 2 ON.THE ACQUISITION OF ALL IRRIGATION PLAN. ANY THAT MAY NOT BE INDICATED ON THIS PL..NOTIFY LANDSCAPE ARCHITECT DAMAGED IMPROVEMENTS, NECESSARY PERMITS.SOCIATED W.CONSTRUCRON SHALL NE THE CONIRACTORS RESPONSIBILITY. PLANTING AREAS SHALL BEHAVE SYSTEM APPROPRIATE BE FULLY FOR INSTALLING HALL INSTALL 9. PRIOR.PLANTING.IRRIGATION LING 2 OF ANY DISLREPPNLIES. GENERAL DEMOLITION NOTESCUU G GS OR G Ou QU TUBUCWORCSOP NTU O'S nglLl. aLANTs CURB STOP AND WASTE VALVE AT THE BACKFLOW AREVENTERISIDE TO MATCH MAINLINE)(AS PER CIT SEE CIVIL FOR.L RESULTANT FROM CONTRACTORS OPERATIONS OR NEGLIGENCE 33. STOCKPILE SITE DEMOLITION.INCLUDING TREE REMOVAL AND TOPSOIL NOB'PIPE SHALL BE USED ANYWHERE ON TM SPRAT RRIGAnoN SYSTEM.(EXCEPT FORM"SWING LOINTASSEMBU ROTOR ES FOR RoROR POPuP 1 SPECIFICATIONS.0.INSTALL PLANTINGS AND ACCESSORIES AS DETAILED AND PER PROJECT MANUAL 22.PROVIDE ALL DEMOLITION INCIDENT.TO OR REQUIRED FOR NEW CONSTRUCTION SPRAY HEADS). WHETHER OR NOT IT IS SPECIFICALLY NOTED. 34.REMOVE EXISTING GROUNDCOVER AND PLANTINGS IN UNDISTURBED AREAS 11.CONTRACTOR SHALL SELECT PLANT SPECIES APPROPRIATE TO THE AREA, PROPOSED FOR NEW GROUND COVER AND PLANTINGS.SEE SPECIFICATIONS FOR .E CONTRACTOR SHALL EXPOSE ENDS MALL IRRIGATION SLEEVES.ANY BROKEN OR SHATTERED ENDS OF THE IRNIG.ON SLEEVES SHALL BE LOCALLY AVAILABLE AND COMPLIANT WITH CI.REQUIREMENTS.SWAM SpECES 23.DO NOT SCALE OMWINGS.CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND SOIL AMENDMENTS. CUT TO A CLEAN END BEFORE INSTALLATION OF EITHER MAINLINE PIPE,LATERAL LINES OR DRIP IRRIGABON TUBING. LAYOUT TO THE LANDSCAPE ARCHITECT FOR APPROVAL. DUSTING CONDITIONS PRIOR TO BEGINNING WORK.START OF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS. 35. SEE PLANTING PLANS.PLAN..DETAILS AND PLANT PROTECTION SPECIFICATION FINAL CONNECTION OF TM VAL.WIRES TO TM CONMOLL.SHALL BE TM CONTRACTOR'S RESPONSIBILITY. FOR PLANTINGS TO REM.. xgL4 AT xIs wN ErvsE o ExP ,LOCATsqu UNDERGROUND unLmfs,WHICH MAY AFFECT HIS OPERATION DURING o CAUTIONS TO AVOID DAMAGE TO THE SAME. AND/ORTLLEPHONEWATER, OTECTULUnunES,PERSOxxEEAxD EgURMENT�ArvD Sxa E BE aESPONSRI[FOR ALi COSTS DWARFED TxE LOHTRARORBOPERPTION9 BAALL SERPAREDOR RECONBIRUCIED PMB ro THE owNERssAnsFArnoN ATTHE mxrRAnoRSExPENSE. REVIEWED NDIRDWIR SHALL BE CORRECTED AND LINES SHALL BERETESTRDPRIOR TOamcFIUNG TRENCHES. THE TWO HOURS.IF ANY LEAKS ARE PRESENT,THEY 2.,;;It MAINLINES SHALL BF PRESSURE.S.0 AT 1.5 TIMES,.STATIC PRESSURE FOR A MINIMUM 2 HOUR PERIOD PRIOR TO BACKFILUNG OF NCHES TEST WM BE CONSIDERED SUCCESSFUL IF NO PRESSURE LOSS OCCURS DURING 314-00145 ISSUE DAM PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS.NO SUBSTITUTIONS OF SNIA.R PIPE SIZES SHALL BE PERMITTE,BUT 2-7-2024 DO NOT HEAVILY PRUNE THE TREE AT SUBSTITUTIONS OF LARGER SIZES MAYBE APPROVED.ALL DAMAGED AND REJECTED PRE SHALL BE REMOVED FROM TXE SITE AT THE TIME OF • R TING.PRUNE ONLY CROSSOVER LIMBS. . SAID REJECTION. yy. PLANTING. LEADERS,AND BROKEN OR DEAD BRANCHES. AND - HARDWOOD on STONE THE CONTRACTOR SHALE FLUSH ALL LATERALS AND EMITTER urv9s PRIOR TO INSTALLING EMITTERS. LATERAL BRANCHES MAYBE PRUNED; �`.r4y' i O.= a MIN.THICKNESS ,[`�aT14 HOWEVER.DO NOT REMOVE THE TERMINAL �I��� ��I�I�__= SCRATCH TO LOOSEN ROOT FIBERS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILPRIZE HIMSELF WITH ALL GRADE DIFFERENCES,LOCATION OF WALLS,STRUCTURES • � BUDS OF 05P CFG1�EXTEND ACC THE ORDANCE -=I WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION of PIPE SLEEVES AND LATERALS UNDER SIDEWALKS AND PAVING. WORK N1441.I„ '0' RDA &TLKFILLW BEEN ACTUAL FwiELD CGxomDxsCE AP ITEMS DAMAGED wx�XBY HIS WORK.HE SHALL COORDINATE HIS ^!+ WELL-TILLEDOR PLAN OR BROKEN UP AMEND AS roRREQLDTIDnQRPLANREWMDN DESIGN PROFESSIONAL, RALL.COTACTEDRIORT CONSTRUCTION ;? SPECIFED AND OR OWNER'S BB CONTACTED PRIOR TO CONSTRUCTION DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN SH OBSTRUCTIONS,GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHE NOT HAVE BEEN CONSIDERED IN THE DESIGN.SUCH OBSTRUCRONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCH.,DER. Ce A- 2-YLORE UPPORT STRAP. O NOTRTLE PRSIONAL OR THE OO SCALANTING PROFESSIONSIBIRTv FOR ANY'S REPRxs NECESSARY. EVENTTHIS NOT::: vs N IS PERFORMED,THE CONTRACTOR SHALL ASSUME • I I 2-TREATED PINE POSTS,x 7' THE IRRIGATION CONTROLLER SHALL BE WIRED DIRECTLY TO A 110 VOLT POWS SOURCE.rt SHALL I.THE RESPONSIBILITY OF THE CONTRACTOR I. Z Tflii HALF SOURCE AND EXACT LOCATION OF THE CONTROLLER WITH OWNERS REPRESENTATIVE. cross RfsroxsRILm TO COORDINATE TM POWER W W J_ W PM POLY TREE PROTECTOR TAN roPRW OF RR WT ory CONTROLLLRW RNG TOTHF POWER SouRfE mNNECT NGTHF CONmoLLER rOTHE POWERSOURtF SHALL BE THE AND ANY LOCAL CODES OR ORDINANCES THAT APPLY.rt SHALL BE THE ELECTRICAL REMOVEALL TW NE ROPE AND WIRE FROM RESPONSBEM OF ALCENSED ELECTRCAL CONTRACTOR THENSTAUATON SHALL I.N ACCORDANCEWTH THE NATONAL ELECTRCAL CODE ,♦ROOT BALL.REMOVE RLAP FROM SHRE H DWOODUMULCH-M MINAUTHCKNESS(6 DA.FOR STANDALONE TREES) Q QT 1111111 II®IIII _ STEEL EDGING 0'H x3fe"THCK AY�/Q ~ NM A lie. � O BACKFLL WITH EXISTING SOIL THAT HAS MULCH SHREDDED HARDWOOD OR STONE J WELL-TILLEDBEEN OR BROKEN UP. A MN.THICKNESS 2 EL W p�tip, AMEND AS SPECIFIED. m N$ Q PLANTING SOIL,AMENDED PER SPEC. TAMP SOIL AROUND ROOT BALL BASE UNDISTURBED SOIL j J Q Cl = 2 Z n BALLED IN BURLAP TREE PLANTING STEEL LANDSCAPE EDGING 0 -IoT To SCALE of To SCALE 2 co W J Vers. 03/27/2024 FebMEET MO 06.202a9.M.-Kx+pact.B87173L.eaBCH.eBQ31ao01as_TIRCeme8714APPwvelleyMPCAPD.Sion.OHMLx31a.oDla5-APPlevelley-LeDa...a+:MOO LANDSCAPE DETAILS) PRELIMINARY-NOT FOR CONSTRUCTION ®KU ENGINEERING LLC Rosa 12/12/2024 Les Schwab Tire Center 15690 English Avenue Site Plan / Building Permit Authorization Conditional Use Permit Planning Commission Avalle,, 04 / 03 / 2024 1 Applications Requested Site Plan and Building Permit Authorization for a 15,897 sq. ft. auto accessory store (with installation facilities) Conditional Use Permit - per § 155.157. (D) Service bays as accessory uses for the installation of auto accessories in conjunction with an auto accessory store APP lley 2 1 12/12/2024 • Site ,1., :�. ^ _�: 1 'I-. ., 4F1I _ Location ,i - .: t Vana---:!!,-_,.. . _0 - - i g ___ 15690 English _'cVIN - " - . sillr,., ilvi Les Schwab A 15690 English Ave Zoned "RB" - , ; -! f :? :s, .,* 1- 1 x . A le Retail Business _;,,;t:-4:o; "_14;°_:� Pi'v by APVa'ley 3 § 155.156 PERMITTED USES (K) Retail sales of auto accessories, except that of -7 installation facilities. i T — y( 1 _, § 155.157 CONDITIONAL USES (D) Service bays as accessory uses i b for the installation of auto accessories P in conjunction with an appliance store or auto accessory store provided there are no more than two bays which shall Les Schwab A be screened and oriented as required ' 15690 English Ave by the City Council zoned RB Apple Retail Business valley 0 Apple 0 No WO FM - Vaiey 4 2 12/12/2024 ORCHARD PLACE 2ND ADDITION 'Atli SECTION 25 ' ............. .. : ..-'::� Iwlw.42, Legal: a.: ._. ...,,., ;,g, T:,BEST •. �/,a 5a -- • _ w ° n,TM.. . �.. Lot 2 =°i • Id° �' 1~ 1 0-8 . - �z_P I I _Jg :a; All Block 1 s€, 6___ ...� x �' � _ _ �R. r $� 1E WfLOT0 I a OUTLOTE I➢�' 3` :E. �' i4;.. Orchard s °° . �-�li i - rf=r 1 f ;x Place 2nd THE s_-- I SOO. _ � .�.y :_v,:_- :�._ JI y ' ¢' -`0*T... ..., •,4*- `'.., - �'i\ j j . BLOCK 1. 4 6 .. . .. `i \\�J`'' • '- I' OUOA D 61 _i.. w y -I . _ �_r_ [ e f •• •M ZUSELL STON Appie 1, o,. A I ;;p� ._.»<....._. Valli ley I ",. """' I I 11 ENGH°O.fEf NHG i~��COMPIINY,INC 5 0.E DRAINAGE AND c-----I I Z�1 ,UTILITY EASEMENT\ I $ I P a - •.0,7'E Issas R -�� I 0; �; - �.,S�e.YE ��\ I BLOCK 1 10 0 I ... • \ 4\ s " I 3 g 5�31 mI s° 0 '22 SAE \ J. y�e Z \w p 4 R i---1 �I y O I "' - r- ,s -1- I I\ \ I \ •lr\ tO ``. I \ r" Z -r A.<r- / /� -'. At> . h- I I I I I ILI \ 4 'LIZ? o it, 'J;'-s '< '.5 I I I'' /e0� _ r( / I 1 I 32 a L- \/ I I \/ I • \ i\ Jed .I .� I I I I♦/ , h / I ,s_ <� I �0 \\\ I \ n 8387‘ 35.29 / i` ,/ _DRAINAGE AND =t) I '�• �•N\IN I m 73.89 y�'�? .UTILITY EASEMENT I r>.o, \� 1 V N75•T3; 109 18 "f/_/if0.3...w J tL) ••. /� `N50.20NOT S89'S9'39-W I 2°_76 SUBJECT T„-6 \_- 11 3iNu•5eww '� S89L8'38"W 360.76 7 : r\ -.sS5: \`233, --DRAINAGE- "% SITE �h# 10 .T,,;7�N 7 I a,rs J AND I �I � .. '",o \ unit-re ::: )EWALK.TRAIL v9.4 I I 21 •• MAINAGE AND .9 .-EASEMENT-, E N > ` ITT EASEMENT 2 2 I w, 137 1 3.NO.3122185.--1 ,sue'' \ . —11500 g� i s IPi i Ii I go ' 1 :\ i_ r Z 7 I✓— I Ner5i9YE -.. w73, __ UTILITY EASEMENT PER DOC NO 3029675� �.?s 4e9.34 �_ -258.90 DRAINAGE 1I_ 1t12° " 1 g tTI-I STREET WEST ::•. •�7 RE-�T ...._•_ _ 1 s � T:i P.M.—.... Apple g O 1 S89'S9 39"11+ 622.22 L Valley z ‘,SOUTH LINE OF THE NORTH HALF OF THE -SOUTHEAST OF SEC 75 P.W 115 RGE 20 -El I•• 6 3 12/12/2024 e I Site Plan2-_________ / sNow sroRnoE a BUILDING SETBACK LINE--- ,Ric; is SITE REQUIREMENTS: ,. TOTAL LOT AREA:118,362 SF-2.72 ACERS DISTURBED LOT AREA:102,800 SF-2.36 ACRES RN R° IMPERVIOUS AREA:62,708 SF-1.44 ACRES-61.0% / T R< R<R° RI- PERVIOUS AREA:40092 SF-0.92 ACRES-39.0% ,''— \\ 1 v dts/ A � R°' R R3 RA Ca7,°I (((((//////// \ 9 RN Ili per I ® i \ % - Z P PROPOSED BUILDING �+ - TRASH E FFE:944 DB I� ^ i w � } f Rm so BU1.01.SETBACK LINE O 50.BUILEIGG sm.,L. C. SNOW STORAGE I SNOW STORAGEApple•••• lley 7 Parking Plan - ', , ❑Retail store: One parking space for each 150 square feet of floor area up to a total _— ----- floor area of 20,000 square feet; _ oa • • • •• • !, ❑Auto repair: 10 customer parking spaces, _airt4. -If i : !, . ._ plus one additional customer space for each 800 square feet of floor area over 1,000 r , square feet, plus one additional space for /� , a w i _ta+ 1 11° t d ,. every two employees. • ' ... MI,,_:-.: l l •tp' rz::,-,:::.:' 1 ❑SITE includes 53 spaces '���.����,�• , r 1 ,* • 2,750- sq. ft. of lobby/retail area: is "` i 2,750/150= 19 spaces �_. . •""""`" f • 13,000-sq. ft. of service/repair area: [10 sp.] + [12,000 / 800 = 15] or 25 ----11 \ X.1•'; spaces — ___ ___�g __- _ • Remaining 9 spots for 18 employees) r- -------.) Apple Valley • 4 12/12/2024 Utility ~ .T a...,.,,.,.,,1r,,1:7,11,r.17j.,1. .11 mr�n. Plan evma _ rjeZZerr' '% i4 I , . ;w ascRaa�IIcs:neUaees ewon�Srra wa o� fiwlR�l�1 f I!1^�:..�.Y:R �e�p1! Isea: `\ acs1 -; ‘+vz.,...-;o•..... I-,:..- ..-..n,�* auncsaava.1 • Grading -.. ii--Nr.:' -----,- ,-.7:-., . .....,74....__410 -10.,...,. _440.-. ..,___ Pla n ... A. wog -. 1 , ...,, ,,,,,-,L,....,..__ , ,,ai, .. , --III ore ti-wv..01444.,,, , r- i f, _a—, K1 " b a /�it, 4.Mr ` .,,,..... ..„, t — `.m . 1 u nr Apple valley 10 5 12/12/2024 LEGEND Landscape %IRA SMALL TREE Plan : .�. � ��_ _ ..- .:�. • CLARGE TREE `�L... SNRFDDED CFDAR M1LCN WI YAT�EN WEED r��i ��-- 7" BMi0.1E0.EABRIC. "L COVEMIiE I=7.3N • • "-' h! IRRIGATED TIRE AREA IRRIGATION SLEEVE-A'RVC SCNED K \ PLANTSIS SCRUMS\ 4N SCE COMMON 11 l 1111L1l� ' rtl -- NNE SCEREK NNE LNWRA�NWRAC RAuPM U GOapw I _ II OACA CIQEDEIMV ARWS .RaNA MN ARKARPA ALMA..TSANC S .0 YEDORA ROC.YR ARRA. AfarfWS AAOERIA SCONILORSM' hAEOORN I -- SMALL TREES ,, 2 TK DS.OTA RN..WC. KTLLA PLATYI,KruL TAR., E TSR THORNLESS COSSI AS.WTNNRN CRATAEOL6 CuaGNu+ewE �j� S TSS NO.SILK TREE LILAC S.R.IOA KTKIAATA NCR.SAX .( J ":!!!O -• URGE TREES 6 2S'K RONEYLOCIST NORTHER,!ACCIAN MEW.MACAW..vAR ®T f� • MERNN NYNE' • - S TSS ON SWNO v.ME MAC.SK0.0RR T� . Valley 11 Floor Plans , i --________________ ............-- ......_, , „...._________ .. • TOTAL FLOOR AREA-NET I i. II II II II II II II II II 1L III ILA. i GROUND FLOOR -15,897 sf Ii III III III III III III III III III III III III I I I I IN SHOWROOM/SALES M 1912 ft2 IHIIIIIIIIIIIII OFFICE/EMPLOYEE/SUPPORT B 724 ft2 WAREHOUSE S1 3485 ft2 0 Ir.O.RnRACKING "A""Y"" T • SERVICE BAYS S1 9776ft2 SECOND FLOOR -3,697 sf RACKING PLATFORM S1 2703 ft2 - g STORAGE/EQUIPMENT RM S1 994 ft2 • 19593 ft2 At VP -4 . ,_.. ,,,...,,,,,,,,,..:. ... ... ,,,, .,-3c .,:,\, ,L___I ,..,-„, .._.......... „__..,„,_ :.,. ..... , , . r ' �I I I I I�8�� • 9Q w I"1' II III I ..a. `''• ., �® - �I I I 1 1111, • Apple. 1 a . . . . . . . . Innm m O=011ID fLOdiPVv1 -I- 12 6 12/12/2024 Elevations �'I I FALCON PRECAST CONCRETE,S'HORIZONTAL(ONYX) STAMP.ONYX( PGZ� PARLOR PRECAST CONCRETE.SMOOTH. PC.3 I FALCON PRECAST CONCRETE,EXPOSED AGGREGATE.MISSION WHITE( (o r i g i n a I) I PDA I FALCON PRECAST CONCRETE,SMOOTH. OM PGS I FALCON PRECAST CONCRETE,VERTICAL.RANDOM OM RAKE I IADERA RED) PC-8 I FALCON PRECAST CONCRETE,SMOOTH.(MISSION WHITE) SP-1 I SOFFIT PANEL PAC-CLAD FLUSH SOLID W,PVOF WOOD GRAIN FINISH(COPPER, SF-I I SITE FURNISHINGS IN DARK BRONZE,TRASH RELEPTICLE AND BENCH EP-Z I EXTERIOR PAINT SUPERPAINT EXTERIOR ACRYLIC LATEX SATIN ASSW01151(MATCH KAWNEER F40 DARK BRONZE(,REF SPEC F-1 I HORIZONTAL SLAT STEEL FENCING(DARK BRONZE, I M0.1 I STAMPED METAL PANEL(DARK BRONZE) • - n - -__ Apple. PERSPECTIVE 13 Elevations MATERIAL LEGEND: kW!I ANGELUS CONCRETE MASONRY.BIT.S UT-FACE FACE IDNYXI (updated) 181T01 ANGELUS CONCRETE MASONRY WIT.BUW6IEDFACE)CANYON BLUFF/ R13 I ANGELUS CONCRETE MASONRY UNT SPOT PACE FACE ILADERA RED, I SRI I SOFFIT PANEL PAC-CLAD FLUSH SCUD WI PVDF W000 GRAN FAVISR(COPPER( I SFI I SITE FLRNSWIGS N DARK BRONZE TRASH RECEPTICIE AMER BENCH EP•;I EXTERTOM PANT SUPERPAINT EXTERIOR ACRYLIC LATEX S1TN WWI 151(DARK BRONZE( n•1 I CORONADO STONE•TIASCAN MIAICOALI I -I 1 SOLD METAL PANE..SW GRIZZLE GREY) I FI I MORIZIRAI METAL FENCNGIDARK BRONZE( I R., 1 STANDING SEAM METAL ROOF(DARK BRONZE, Apple valley PERSPECTIVE 14 7 12/12/2024 Elevations (updated) • m mm m m m m m m m m FRONT ELEVATION m I 1, 7. O -_rare - _ uu _ �T,�7i Q� Applell ey SHOWROOM ELEVATION 15 Elevations (updated) PERSRECTNE r I'„m 1.1.1111111-- Apple II REAR ELEVATION �. 16 8 12/12/2024 Trash Enclosure Elevations EOM maLT FN,L;),S • Fr77c1 BIN _ - • I 81•1 I MI FRONT TRASH ENCLOSURE ELEVATION RIGHT TRASH ENCLOSURE ELEVATION ,E ., 1 a •1 116 . I WO 1— . I BLK I I jlIlliI. S Apple LEFT TRASH ENCLOSURE ELEVATION REAR TRASH ENCLOSURE ELEVATION •S =1 : IS -1 : 17 Building Materials ... . , • • ., • • _, - „ "11 • _ . . _ • . . •, . . • , . __ , ,. . . . . . ; (11,14 4 IN IlL i--- - '-----7 PM !Mil Apple,. Valley Fr7Incl?an 034 COLOR GREZZLE GREY COLOR DARK BRONZE 18 9 12/12/2024 Previous Action ❑ Feb. 7, 2024 regular meeting, the PC gave initial consideration of this project under a public hearing. C Staff recommended PC open public hearing, received comments, and closed the public hearing. ❑ PC recommended Applicants update Site & Building Plans; direct staff to bring item back for second consideration at a future PC Meeting AppValley 19 Action Reauested If the Planning Commission concurs, staff recommends the following actions: I Recommend approval of a Site Plan and Building Permit Authorization for a new 15,897 sq. ft. auto accessory store with indoor installation service and storage areas, subject to conditions 1 - 21 on Exhibit A (of PC Report). Recommend approval of the 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, subject to list of conditions 1 -5 noted on Exhibit B of the PC Report AppValley QUESTIONS for STAFF 20 10 12/12/2024 Site Plan /Bldg.Permit Auth.Conditions 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 A valley combination thereof,and approved by the City. 21 Site Plan /Bldg.Permit Auth.Conditions 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. 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 or recycled shall be strictly prohibited,including the 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. 4a'alley 22 11 12/12/2024 Site Plan /Bldg.Permit Auth.Conditions 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. CUP Conditions 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. le 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 A 'valley 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. 23 12 • ITEM: 6.A. ••••• • ••• PLANNING COMMISSION MEETING DATE: April 3, 2024 Apple Valley SECTION: Other Business Description: Review of Upcoming Schedule and Other Updates Staff Contact: Department/ Division: Breanna Vincent, Department Assistant Community Development Department ACTION REQUESTED: N/A SUMMARY: Next Planning 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: • Thursday, April 11, 2024 - 7:00 p.m. • Thursday, April 25, 2024 - 7:00 p.m. BACKGROUND: N/A BUDGET IMPACT: N/A