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2024-08-14 Planning Commission Agenda Packet
- PLANNING COMMISSION MEETING Wednesday August 14, 2024 7 PM 1. CALL TO ORDER - ROLL CALL – ADOPT AGENDA 2. MINUTES a. July 9, 2024, Planning Commission Meeting Minutes (Pages 2-5) 3. PUBLIC HEARINGS a. Public hearing to consider a development application from Larry Frase for a second accessory building exceeding 150 sq. ft. in floor area at 11760 57th Street. (Pages 6-12) b. Public hearing to consider a development application from Gravity Dance Studio for an amendment to the Albertville Plaza 2nd Addition PUD and site and building plan for the construction of the 9,176 sq. ft. Commercial building on Lot 2, Block 1, Albertville Plaza 2nd Addition. (Pages 13-34) c. Public hearing to consider a development application from Heidi Ortiz for an amendment to the Shoppes at Prairie Run PUD and site and building plan for the construction of a 7,227 sq. ft. commercial building, including a 4,832 restaurant with outdoor dining on Lot 2, Block 2, Shoppes at Prairie Run 2. (Pages 35-52) 4. OTHER BUSINESS a. None 5. ADJOURNMENT Planning Commission Meeting Minutes Regular Meeting on July 9, 2024 1 ALBERTVILLE PLANNING COMMISSION TUESDAY, JULY 9, 2024 DRAFT MINUTES ALBERTVILLE CITY HALL 7:00 PM 1.CALL TO ORDER – ROLL CALL – ADOPT AGENDAChair Buhrmann called the meeting to order at 7 pm. Maeghan Becker conducted roll call. Present: Chair Buhrmann and Commissioners Anderson, Huggins, Smith, Pinski and Council Liaison Zagorski. Absent: None. Others Present: City Planner Al Brixius, Building Permit Tech Maeghan Becker and Sean Graham with Insite Real Estate. Motioned by Huggins, seconded by Anderson to approve the agenda as submitted. Ayes: Buhrmann, Anderson, Huggins, Smith and Pinski. Nays: None. Absent: None. MOTION DECLARED CARRIED. 2.MINUTES Motioned by Buhrmann, seconded by Pinski to approve the June 11, 2024, Planning Commission meeting minutes as presented. Ayes: Buhrmann, Anderson, Huggins, Smith and Pinski. Nays: None. Absent: None. MOTION DECLARED CARRIED. 3.PUBLIC HEARINGS Public hearing to consider a development application of Insite Development Services LLC. for a and Preliminary Plat entitled Albertville Plaza 3rd Addition, PUD /B-2A zoning map and text amendment, PUD Development Stage Site and Building plan for the development of a 10,000 sq. ft. commercial daycare at 5953 Labeaux Avenue NE in Albertville. •Planning Report and Exhibits •Engineer’s Review Comments •County Review Comments. Brixius reminded commissioners that the public hearing was tabled at the last planning commission meeting on June 11, 2024 for Kindercare Daycare Albertville Plaza 3rd Addition. Agenda Page 2 Planning Commission Meeting Minutes Regular Meeting on July 9, 2024 2 Brixius went over the planner’s report dated July 2, 2024. The applicant is proposing a three-lot subdivision, a zoning map and text amendment to change the zoning on the site from B-2A to PUD/B-2A and a PUD development state site and building plan for the construction a 10,000 square foot daycare facility called KinderCare which require the following applications: 1. Subdivision 2. PUD Zoning 3. PUD Development Stage sit and Building Plan Approval Brixius went over the Exhibits of the proposed development with Commissioners. The applicant has submitted a preliminary plat for a three-lot subdivision that will be accessed through a private street connection from the Albertville Plaza. Brixius went through items and staff comments talking about lots and setbacks, streets and grading/stormwater and utilities. After review of the landscaping plan, staff recommends approval with the following conditions: 1. The landscape and grading plans provide tree preservation fencing along the drip lines of the existing trees at the northwest portion of the site to prevent compaction of the roots of these trees. 2. The landscape plan and grading plan be revised to relocate the conifer trees along the west boundary to the up-slope area of the site to break up the building mass. 3. Lighting on the west side of the building must be 90 degrees cut off light fixtures with extended hoods to shield the light source from the homes to the west. After review of the Albertville preliminary plat subdivision staff recommends approval with the following conditions: 1. City approval of the Albertville Plaza 3rd Addition B-2A/PUD zoning district over the entire development site. 2. A private street easement over the lots must be prepared by the applicant that defines the location and configuration of the private street. The street easement must allow shared access to all the lots in Albertville Plaza 1st, 2nd, 3rd Additions. The street easement shall be recorded simultaneously with the final plat. 3. All lots within the Albertville Plaza 1st, 2nd, and 3rd Additions shall be members of a business association that jointly manages and maintains the private streets. 4. The applicant shall provide a copy of the business associations document that outline the terms for the management and maintenance of the private street and any common owned amenities. 5. The plat proposes right in/right out curb cut onto county road 19. The curb cut will require an access permit from the County and subject to the Couty requirements. 6. The plat grading and drainage plan shall be subject to the review and approval of the City Engineer. 7. The utility plan shall be subject to the review and approval of the City Engineer. 8. Potable water and fire suppression will require separate service line and valves leading into the building. 9. All minor utilities shall be installed and located in a joint trench. 10. The plat shall provide utility easements over all utilities, drainage ways and stormwater ponds serving the plat, the size and location shall be subject to the review and approval of the City Engineer. 11. The applicant shall enter into a development agreement with the City for the required site improvements and the installation of the public utilizes and private street. Based on the findings of the PUD/B-2A zoning, staff is recommending approval based on the following conditions: 1. Uses allowed in the B-2A/PUD district shall be the same as the B-2A base zoning district. Agenda Page 3 Planning Commission Meeting Minutes Regular Meeting on July 9, 2024 3 2. Setbacks in the B-2A/PUD district shall be same the B-2A district except the building setback shall be a minimum of 20 feet from the back of the curb of the private street. Parking setback shall be a minimum of 10 feet from the back of the curb of the private street. 3. The lots within the Albertville Plaza 3rd Addition shall be a member of a business association responsible for the management and maintenance of the private street and common owned amenities. After review of the PUD/B-2A site and building plan, based on the building plan set dated December 5, 2023, an the civil plans dated May 14, 2024 for the KinderCare daycare on Lot 3 Albertville Plaza 3rd addition, staff recommends approval with the following conditions: 1. Approval of the Albertville Plaza 3rd Addition Plat and its B-2A/PUD zoning district. 2. Increasing the center and northern burb cut into Lot 3 to 30 feet to allow for ease of truck movements through the Daycare parking lot. 3. Applicant shall provide a construction detail for the trash enclosure demonstrating compliance with the zoning code standards. 4. The site or building plans shall show the location of all ground mounted or rooftop mechanical equipment and its screening from view of adjoining properties and streets. 5. The landscape and grading plans provide tree preservation fencing along the drip lines of the existing trees at the northwest portion of the site to prevent compaction of the roots of these trees. 6. The landscape plan and grading plan relocated the conifer trees along the west boundary to the up-slope area of the site to break up the building mass. 7. Lighting on the west side of the building must be 90 degrees cut off light fixtures with extended hoods to shield the light source from the homes to the west. 8. Grading and utility plan shall be subject to the review and approval of the City Engineer. Brixius discussed that the two proposed lots that are not going to be developed right away will also have to follow this proposed zoning district and they will also be apart of Albertville Plaza 3rd Addition association. They will also be responsible for the maintenance of the private streets and common areas. Commissioners discussed that Culvers is Albertville Plaza 1st, and Good Year is Albertville Plaza 2nd. At the last meeting, the applicant only had a grading plan for the KinderCare site, not the entire development. We now have a grading plan for the entire site which gives staff an idea of how the site will generate storm water and where the ponds will be located and how they will be managed. Brixius went over the grading, utility and parking plan with the commissioners. Commissioners discussed who is to maintain the utility through private roads. Brixius said we require a drainage and utility easement where city staff can go in and repair as public utility and the property owner or association would repair the street. Commissioners discussed the private street versus public streets throughout Albertville. Commissioners discussed the grading plan for all the lots, Brixius stated that Insite will be grading the KinderCare lot, and the other two lots will be graded once they are developed. Commissioners discussed the current owners of the lot and are concerned they do not fully understand that until the two other lots are developed, they will be responsible for the private roads. Brixius stated that they are hoping they can work with the association on an alternative for the financial obligations. Brixius stated that the family’s attorney will be looking out for the best interests of the family and will work with the association contracts. Agenda Page 4 Planning Commission Meeting Minutes Regular Meeting on July 9, 2024 4 Commissioner Smith removed herself from the meeting at 7:30pm unexpectedly. Commissioners discussed who would be responsible for the two lots that would not be developed. Brixius informed that the owner of each lot would be responsible for the maintenance, in regards to weeds, of their own lots. Commissioners discussed the right-in turn lane, which will be put in by the developer and if it will impact lot 1 setbacks. Brixius said yes, if there is additional right-of-way that is required that will adjust the property line and that would be addressed in the final plat. Also, there is a trail area that would need to be considered also. Commissioners discussed what the traffic flow and the daycare occupancy might be with the proposed daycare. Sean Graham with Insite Real Estate informed commissioners that they have been working on the by-laws and maintenance agreements with the owner of the property and the current association members. Motioned by Pinski, seconded by Anderson to close the Public Hearing. Ayes: Buhrmann, Anderson, Huggins and Pinski. Nays: None. Absent: Smith. MOTION DECLARED CARRIED. Motioned by Huggins, seconded by Anderson to approve the Preliminary Plat entitled Albertville Plaza 3rd Addition, PUD /B-2A zoning map and text amendment, PUD Development Stage Site and Building plan for the development of a 10,000 sq. ft. commercial daycare at 5953 Labeaux Avenue NE with the conditions listed in the July 2, 2024, planners report. Ayes: Buhrmann, Anderson, Huggins and Pinski. Nays: None. Absent: Smith. MOTION DECLARED CARRIED. 4. OTHER BUSINESS None. 5. ADJOURNMENT Motioned by Anderson, seconded by Pinski to adjourn the meeting at 7:41pm. Ayes: Buhrmann, Anderson, Huggins and Pinski. Nays: None. Absent: Smith. MOTION DECLARED CARRIED. Respectfully submitted, ____________________________ Maeghan Becker, Building Permit Tech Agenda Page 5 Abcities LLc PLANNING REPORT TO: Adam Nafstad FROM: Alan Brixius DATE: August 1, 2024 RE: Frase – CUP Oversized Accessory Building FILE NO: 163.06 24.04 BACKGROUND Mr. Larry Frase has submitted a development application requesting a conditional use permit to allow a detached accessory building along with their existing attached garage that is 192 square feet in floor area. His property at 11760 57th Street is zoned R-1 Single Family Zoning District which allows for a second accessory building in addition to the attached garage in excess of 150 square feet by conditional use permit. The following analysis compares Mr. Frase’s request against the conditional use permit for an oversized shed. EXHIBITS Exhibit A: Shed detail Exhibit B: Site plan ANALYSIS Zoning: The property at 11760 57th Street NE. is zoned R-1 Single Family zoning district. The lot is oversized when compared to the R-1 zoning district standards, 90 feet wide and 153 feet deep. The site abuts the railroad to the north. The lot size and surrounding land uses will allow the larger shed to fit within the neighborhood Accessory Building Requirements. The following rules apply to accessory buildings (sheds) in the R-1 district. Setbacks: Accessory buildings must be located in the rear yard and meet the following setbacks. Accessory Buildings shall be located in the rear yard and meet the following setbacks. Rear Yard but not less than ten feet (10'). Side Yard: As required by zoning district. The R- 1 district setback is ten (10’) feet. Comment: The submitted site plan meets the required setbacks. 16405 78th Avenue n. MApLe Grove teL: 763-242-6955 eMAiL ALbrixius@GMAiL.coM Agenda Page 6 Number of buildings: No more than two (2) accessory storage buildings or garages shall be allowed on one or more single-family lots under common ownership. One attached garage and one shed is permitted. Comment: If a second building already exists, it must be removed with the construction of the new building. Building size: A second accessory storage building may not exceed one hundred fifty (150) square feet in floor area, when accompanied by an attached garage on the same lot, except by conditional use permit. A detached accessory building in an R-1 zoning district may not exceed 16 feet in height. The building height is measured between the ground to the midpoint between the eave and the peak of the roof. Comment: The proposed building is 12’ x 16’ or 192 sq. ft. in floor area. This size shed will require a CUP. The building height appears to meet the Code requirements. Building Type Standards: 1. The same or similar quality "exterior building material" (meaning exterior finish and color) shall be used in the accessory building and in the principal building. 2. All accessory buildings shall also be compatible with the principal building on the lot. "Compatible" means that the exterior appearance of the accessory building is not different from the principal building from an aesthetic and architectural standpoint, as to cause: Comment: The shed shall be constructed with material and color to match the house. Conditional Use Permits: Application for a conditional use permit under this section shall be regulated by chapter 400 of this ordinance. Such a conditional use permit may be granted; provided the following are met: 1. There is a demonstrated need and potential for a continued use of the structure and the purpose stated. 2. The building has an evident reuse or function related to the principal use. 3. Accessory building shall be maintained in a manner that is compatible with the adjacent residential uses and does not present a hazard to public health, safety, and general welfare. 4. For conditional uses for a second accessory building exceeding one hundred fifty (150) square feet in floor area in the R-1A, R-1, R-2, R-3, or R-4 zoning districts, the accessory building shall not occupy more than twenty five percent (25%) of a rear yard and/or the cumulative floor area of all accessory buildings on the lot and shall not exceed ten percent (10%) of the minimum lot area standard of the respective district. 5. The accessory building will not be used for a commercial use or home occupation. Agenda Page 7 Comment: In discussion with the property owner, the building size is needed for personal storage related to the residential use of the house. The building meets these CUP requirements. CONCLUSION In review of the requested conditional use permit for 192 sq. ft. at 11760 57th Street NE shed we recommend approval with the following conditions. 1. The shed shall have a color and exterior building to match the house. 2. The shed shall not be used for commercial and or home occupation. . Agenda Page 8 Agenda Page 9 Agenda Page 10 Agenda Page 11 Agenda Page 12 Abcities LLc PLANNING REPORT TO: Adam Nafstad FROM: Alan Brixius DATE: August 2, 2024 RE: Gravity Dance Studio – Albertville Plaza 2nd Addition PUD FILE NO: 163.06 24.05 BACKGROUND Gravity Dance Studio has requested PUD Development Stage Site and Building Plan approval to allow the construction of a 9,176 square foot dance studio upon a 2.0-acre undeveloped site located southwest of the intersection of County Road 37 NE and County Road 19 NE. Specifically, the subject site occupies Lot 2, Block 1 of the Albertville Plaza 2nd Addition. The site is zoned PUD, Planned Unit Development/B-3, Highway Commercial. The PUD zoning designation was applied at the time of platting to allow the construction of private streets within the subdivision. EXHIBITS Exhibit A: Approved Albertville Plaza PUD Concept Plan Exhibit B: Site and Utility Plan Exhibit C: Grading and Erosion Control Plan Exhibit D: Landscape Plan Exhibit E: Lighting Plan Exhibit F. Building Floor Plan Exhibit G. Building Elevations Exhibit H. Building Renderings ANALYSIS Land Use: As noted, the subject site is zoned PUD, Planned Unit Development/B-3, Highway Commercial. Within the B-3 zoning district “recreational businesses” including dance schools are permitted uses. Lot Area: The subject site was platted as Albertville Plaza 2nd Addition subdivision. The site measures 2.02 acres in size and is presently undeveloped. The subject size meets applicable dimensional requirements imposed in the B-3 district. 16405 78th Avenue n. MApLe Grove teL: 763-242-6955 eMAiL ALbrixius@GMAiL.coM Agenda Page 13 Setbacks: The following table illustrates that the footprint of the building, and associated parking area meet applicable setback requirements. The building and parking lot meet all the required setbacks. Required Proposed Compliant Structure Setbacks Front (North) (from private street) 25 feet 290 feet Yes Side (East) (from private street) 20 feet 22 feet Yes Side (West) 35 feet (abuts an R district) 40 feet Yes Rear (South) 20 feet 20 feet Yes Parking Setbacks Front (North) (from private street) 10 feet 80 feet Yes Side (East) (from private street) 10 feet 12 feet Yes Side (West) 10 feet (abuts an R district) 15 feet Yes Rear (South) NA NA Yes Access: Site access will be via a private street that runs through the Albertville Plaza 1st, 2nd, and ultimately 3rd Additions. As a condition of site and building plan approval, the property owner shall be required to be a member of a business property owners’ association for the subdivision which is responsible for the maintenance and upkeep of the common elements including, but not limited the private streets, streetlights and the shared stormwater ponds. The subject site is to be accessed from the east via two curb cut locations each measuring 22 feet in width meeting code. Off-Street Parking: Parking Supply. The Albertville Zoning Code does not have a parking standard specifically for “dance studios.” According to an American Planning Association reference document entitled “Off- Street Parking Requirements” however, the following parking supply standard is recommended for “dance school” uses: One space per four students (at maximum dance school capacity) The submitted site plan illustrates 56 off-street parking stalls, three of which are accessible stalls. In addition, 10 “proof of parking” stalls are illustrated along the northern boundary of the parking lot. Thus, a maximum of 66 stalls can be available to accommodate the off-street parking demand generated by the proposed use. Based on the occupancy loads identified on the floor plan the 56 stalls will be Agenda Page 14 sufficient to meet the needs of the dance studio. If the parking demand exceeds the available supply the proof of parking stall must be constructed. If parking occurs outside of approved parking stalls or on the private street the City will mandate the construction of the proof of parking stalls. Dimensional Requirements. All parking stalls and drive aisles have been found to meet the minimum dimensional requirements of the Ordinance (9 feet wide and 20 feet in length with drive aisle widths not less than 24 feet). Accessible Parking. In accordance with minimum ADA standards, the illustrated parking lot includes three disability parking stalls. As a condition of site and building plan approval, the disability stalls must include proper signage. Loading: The proposed building will contain both the dance studio and another retail tenant space. As part of plan review, the site must have adequate area within the parking lot to accommodate turning maneuvers of oversized vehicles including garbage and delivery trucks. While the curb cut locations and widths are considered acceptable for dance studio patron vehicles, some concern exists whether such width and related turning radii will be able to accommodate turning maneuvers of oversized service vehicles. As a condition of site and building plan approval, the applicant must demonstrate, to the satisfaction of the City, an ability to accommodate trash handling and delivery vehicles on the site by superimposing truck movements through the site plan. Trash: As shown on the submitted site plan, a detached trash handling enclosure is proposed near the northwest corner of the dance studio building. The applicant shall be required to provide a detail of the trash enclosure demonstrating that its exterior finish materials match or complement the principal building. Landscaping: As required, a landscape plan has been submitted for review. In total, the landscape plan calls for a total of 133 new plantings on the site. The majority of proposed site plantings are located along the subject site’s western boundary which abuts single family residential uses. In this regard, the plantings are intended to provide a screen between the residential uses and higher intensity dance studio use. Additional plantings are proposed along the site’s eastern boundary (alongside the private street), north and south of the dance studio building, and within the parking lot. Also of note is that seed mix is proposed to be located around the periphery of the stormwater pond (located near the subject site’s northern boundary). The location and variety of proposed site plantings are considered satisfactory, some concern exists in regard to the immediate effectiveness of the screen plantings proposed along the site’s western boundary. According to the landscape plan, 24 Nannyberry Viburnum plantings are proposed along the west property line. The Nannyberry Viburnum must be shrubs rather than trees to be an effective screen. With the Viburnum being of a #10 container size they will be immediately effective in screening the parking lot. Agenda Page 15 Grading and Drainage: Appropriately, a grading and erosion control plan has been submitted for review. The plan shall be subject to review and approval by the City Engineer. Utilities: The provided utility plan has been superimposed on the submitted site plan. The utility plan shall be subject to review and approval by the City Engineer. The Utility plan must provide separate potable water and fire suppression services entering the building. Lighting: According to the submitted lighting plan, two freestanding light fixtures are proposed within the parking lot curb islands and nine wall mounted fixtures are proposed along the perimeter of the dance studio building. The photometric plan illustrates that proposed light levels are compliant with City code requirements. As a condition of site and building plan approval, all lighting must be hooded at 90 degrees and luminaries must not extend beyond the 90-degree cutoff (such that light sources are not visible from neighboring streets and properties). Further, the freestanding light fixtures may not exceed the maximum 30-foot height requirement of the Ordinance. Building Design: The building exterior elevations is a combination of LP siding and Smart Panels, manufactured Stone veneer of various colors and textures resulting in an attractive commercial building. The building elevations comply with the B-3 district architectural standards. CONCLUSION Based on the preceding review, Staff recommends approval of PUD Development Stage Site and Building Plans subject to the following conditions: 1. The property owner shall be required to be a member of a business property owners’ association for the subdivision which is responsible for the maintenance and upkeep of the common elements including, but not limited the private streets, streetlights and the shared stormwater ponds 2. The site plan shall demonstrate truck turning movements to accommodate trash handling and delivery vehicles moving through the site. 3. The City retains the right to require the proof of parking stalls be constructed if parking occurs outside of approved parking stalls or on the private street. 4. Disability parking stalls shall include proper signage. 5. The applicant shall be required to provide a detail of the trash enclosure demonstrating that its exterior finish materials match or complement the principal building. 6. The Nannyberry Viburnum must be shrubs rather than trees to be an effective screen. 7. The grading and erosion control plan shall be subject to review and approval by the City Engineer. Agenda Page 16 8. The utility plan shall be subject to review and approval by the City Engineer. 9. Applicant shall provide details on the exterior light fixture. All lights must be 90 degree cutoff fixtures with shielded light source to prevent glare toward the residential properties. 10. Freestanding light fixtures shall not exceed the maximum 30-foot height requirement of the Ordinance. Cc. Maeghan Becker Kris Luedke Mike Couri Kevin Benshoof Ryland Rosenlund Agenda Page 17 4• Nr"ded mailed Planting ae11 — 1 TREE DETAIL 4" Rock or Shrtdded Mulch rsI 11 n t j n 1 r: 2 1 .,, i existing) building) rl milt Inn r0i1 II poly Edger PLANT SCHEDULE KEY OUIJ,,AN MATERIAL r) SS 4 Spring Snow Crab GL 3 Greenspire Linden FG 5 Fall Gold Ash AB 7 Autumn Blaze Maple r` BH 3, Black Hill Spruce AP 3; Austrian Pine PS 2 Pinkspire Crab TA I& Techny Arborvitae AW 15 Anthony Waterer Spirea i GS 357 Gro- Low Sumac SG 18' Scandia Juniper t AC 20) Dwf. American Cranberry ryfSD43StelladeOroDaylilyl I LP 24 Little Princess Spirea VH 10 Variegated Hosta SIZE 2" 2. 5" 2. 5" 2. 5" 6' 6' 2" 5' 2 2 24" 24" 1 2 1 TYPE BB BB BB BB BB BB BB BB POT POT POT POT POT POT POT E1EC MH ' 4N Z C O rZ 0 7 P b 6. Q) Lv 4 2g .: o Ai - t 4o o ti • c r 91 .-a A 0 O 0 h C '• 0 I ; NORTH 0 30 60 rtir a SCALE IN FEET s I. ANDS(''/AIJ, NOTES: Seed disttjrrbe.d Areas unless otherwise noted on plan. All plant iA)alerials to be guaranteed for one year front date of completion. hying oCttrees is optional. Contractor is responsible to straighten trees if needed du:T,ing the guarantee period. Wrap appUlcable trees in fall following planting. All shrub beds to receive fabric & 3" Shredded Mulch. With Alternate for Kock All trees inl `sod to be mulched Shredded Mulch (a) 3" depth. Install P01yY 'Edging where sod abuts planting or maintenance areas. All landsca4)ed areas to be irrigated, per City Requirements. Design to be submitted t1k1 owner for approval. Plants to beinstalled as per Standard ANN practices ALBEIRTVILLE PDUA C I T Y OF M I N N E S 0 T A calm ALBERT Et PLAZA LLC 75 WEST Yl1! M D)RM, SUiTi. 104 LITTLE CANADA. ILiNNE90TA 55117 PHONT ( 661) 484 ;,6636 FAX ( 651) 484 1,5701RJ MARC O coNsTRucTtoN Ixc. 76 wIIBT VOICING DIRM SUrM 104 LMM CANADA. 1%KMOTA 55117 PHOBIC ( 651) 484--C6636 FAX ( 051) 4WZ5,701 M 1* S Company 1 andscap,wConlraclore 1 295 Was[ 1 arpenleidtl 612/488 7256 Roseville, Mljnneso[a 55111 For aI22/,466 0693 AR 14 As,,; o 'tAlT'RI) LANim- tpp AWI11A( tlQRS(lrAMppkA rrttulon 4scfWlorl ( Y IAaw II.t.711 BMW T1111,11 CI- 1 IINSTDIC 0131111MI-03M CS- 1 GEADDIQ DEADIAf-M t MMION CON7110L PUN C4- 1 C6- 1 1t10A1 DTnM PLAN AT[ II POLI11fl1aM PNSVaMolr II C11- 1 DLTAIL SHM e— t DVAM 9MM C 8 M1 0,110101CIt110M: GOD Aw pnspiul III he Ero*T/&xveI far " pojed OW EFq6W0Ihr ireeels/ aft n>I eel to 10lc3; Dsare CAM Me aoN set be used an earl po}iZb. kV ee1154orr l0 We p )W ry hr n el Iliaplipleg ltbr stlm ms eRlrllt nMea appeal dMe rrr/ be pal I* d to elikI or to CJ1W drad'q Oa M bdorrmelln a" f11411010e732 eery. Al ' ' 11CA1 of unilaull WW le isl- el/tCr4O or aleleVerr 63 troll CAN flea shd be Hide et on Als rbk of Yost peAy tow sues &W-as, ad/fese ar 4YMtella and go No NI her" s ots InMenrllr me YID/= QII A dl f A>SPOF4MbW11eL CWNG SW I001411IN. I lr No DATE REYtSgN 7• ZA L t QUAt1TT MAXACEMIC QHVCff-Ver• DATE: OIc MkASSocIATES nemak • Ord tmiligae?ing • and 9 Vvy4 Sdenan" •• Aselassiou It! MM" We. ti XL 19;1 . a—" la al• room pry. s.e p,re1..-+IIIIIIIr O time r M rmmm--twmnm PROJECT No ------ -- .--------- i i i Y. JUL 2 7 2006 By Agenda Page 18 GRADING, DRAINAGE & EROSION CONTROL NOTES 1. The contractor shall refer tom the architectural plans for exact locations and dimensions of buildings, vestiibules, sloped paving, exit porches, ramps, truck docks, entry locations and locations, of downspouts. 2. All disturbed unpaved areas rare, to receive minimum of 4 inches of top soil and sod or seed. These areas shrdll be watered by the contractor until the sod or seed is growing in a healthy manner. 3. The contractor shall take alli ;precautions necessary to avoid property damage to adjacent properties during the construction phase of this project. The contractor will be held responsible for any damages to adjacent properties occurring during the construction phase of tltbiis',project. 4. The contractor will be resporu`sible for providing and maintaining traffic control devices such as barricades, kwarning signs, directional signs, flagmen and lights to control the movement of trciffic where necessary. Placement of these devices shall be approved by the engineer- prior to placement. Traffic control devices shall conform to the appropriate: [Minnesota department of Transportation standards. 5. In accordance with generally! (accepted construction practices, the contractor will be solely and completely respomrsible for conditions on the job site, including safety of all persons and property! (during the performance of the work. This requirement will apply continuously and not be limited to normal working hours. 6. The duty of the engineer or- ithe developer to conduct construction review of the contractors performance is mot intended to include review of the adequacy of the contractors safety measures in, or near the construction site. 7. Before beginning construction the contractor shall install a Temporary Rock Entrance pad at all points of vehicle: (exit from the project site. Said Rock Entrance pad shall be maintained by the (contractor for the duration of the project. See details shown on . Sheet C8-2 of thre project plans. 8. Erosion and Sedimentation control measures shall be established around the entire site perimeter and in accordance with NPDES permit requirements, Best Management Practices, City requirements; rand the details shown on Sheet C-- of the project plans. 9. All entrances and connectiomrs to city streets shall be performed per the requirements of the city. The contractor shall be responsible for all permits and notifications as required by the city. 10. See utility plan and storm seewer profiles for further detail regarding the storm sewer. CALL BEORE YOU DIG! Gopher State One Cal I TTIONILLN CIFREE AREA: 800 5252 511 6002 0 Vela PA KSIIDE F U R'TH AEDIT110N 1> 6.9 0 1% 5 2 IC T OF POSSIBLE USES: RESTARAUNT AUTOMOBILE SERVICE rl / PROFESSIONAL OFFICE 1 BANK / MOTEL / I I DAY CARE I / / RETAIL SALES to \ 92 Air 9 96. 9 0a lw II II Zd%`„ r' cOtOp u.,• 'Q Ilk 10 96 kD 65. 2h 2.6% \ \ % \ 965 6A C is 0 1 Q 953 957 959 FFE= 967.0 %' 9, 520 S.F. 9 / 96? 66. 3 j 966,2 A I field line I9 ,. edge f cam field70. U , G rn corn fieldE /4 of\ S 50' cad . n O s ELEC MH a7r% ti a I'• \ ' \ ELEC Mn Al Z41 00 0001o .q \ 0a . o fD dM r ` \' q 7 S o' o 01 4 7< P 1 O , 96 • 3 A co t. r GI A g fa to 911 s 4 y •. 00 \ f0 as LnOAO RA V! O6, a' ; ,, 4 ri r v 1 FFE= 967.0 6, 968 S.F. GOODYEAR Ip tank 0 WELL w existing building 9 .• 00 4% ds t a +• 4 , o io ek 0 0 , ';•4'4a' NORTH w r': 0 30 60 to Ir 966 SCALE IN FEET r 7'. 4. n 0 A. iT Benchmark: Top of bolt at the SW traffic light standard at the SW quadrants ,of Co. Rd. 19 & Co. Rd. 37. ALBERTV3LE ADDITION C I TY f®F MINNES; 0TA Qllt 6 AMERTVILLE PLAZA LLC 75 WEST VH{ING DRIVE, SUIT 104 IXrnE CANADA, 11WNESOTA.',55117 PHONE ( 651) 4"-5635 FAX ( 651) 464-5701 DEVEIDPER RJ MARC 0 cons UCTToN, n1c. 75 WM VMMG DRIVE, SUj'ITE 104 IXr11E CANADA. MMMOTA'465117 PHONE ( 651) 484-5635 FAX ( 651) 464-5701 M PLAN LOCA77ON MAJ'P NOT TO SCALE- NORTH I 94 I ' q INE 1/4, Se $ Np 144 RK 24 SE 1 /4. SECTIO J 35 TOWNSHIP 121. RANGE 24 i WRIGHT COUNTY. MININESOTA. r nfDiix SHEET TITLE 130- 1 TITLE SBEEr CI- 1 EXISTING CONDITIONS C2- 1 SITE PLAN 0- 1 GRADING, DRAINAGE PLAN C4- 1 UTU= PLAN C5- 1 STORM WATER POLLU77ON VREVENTION PLAN C6- 1 PRELDQNARY PLAT CO- 1 DETAIL SHEET CB- 2 DETAIL SHEET CADD FILE QUALIFICATION: CARD files prepared by the Engineer/SurvssyyorrJor this project are instruments of the Engineers/Surveyors professional services for use soley with respect to this proms, se CARD fibs shop not be used on other projects. for addliUons to Male project or for eomplanon of this proJJsct by others rjllout written approval byy tt3s Enguaer/Surveyor. Ah the Engineercy/Surveyors approval olhere may bs psrtnFtted to obtain copies o9'rtthe CARD drawing Ales for Inforrnatbn and reference any. Al lAntentionol or unintentional revislons. additions or deletions to these CAD£D fibs sholl be made at the full risk of that party mak nq such revylsions, additions or deletions and that party Shan hold I m basiaasd Imdemnlfy the Engineer/ Survyor from any & all responsibliVes, clolms and Ibbintios. I hereby certify that this plan, speclflca ttlon or report was prepared by me or under my direct su Pervlsion and that I am a duly Ucensed Professional Englf'leer under the laws of the State of Minn Jonathan 1• van' --'PE 44613 " 7-25-049> License No. Date DATE REVISION QUALITY MANAGEMENT REVIEW. BY: DATE: ASSOCIATES Planatim a cm b#nm* a [land ft""tal Rff*"= enw • Ar&k clap noo & mb* r a% set. no, tf>> am t 'l— t 02006 TO Pep tssd®dsps -1 GRADING & DRAINTIAGE PLAN PROJECT NO. 99- 19OF C3_1 Agenda Page 19 TILITY PLAN GENERAL NOTES 1. All sanitary sewcer, storm sewer and watermain utilities shall be furnished and installed per the requirements of the specifications,the City and thq' standard utilities specifical•tion of the City Engineers Association of Minnesota (CEAM), 1999 edition. All HDPE connections to concrete manholes shall be connected with an internal rubber gasket or by using ADS waterstop gasket. All sanitary sewer main line shall be SDiR 35. All sanitary sewer services shall be SDR 26. 2. See Sheet C8-11 ranld the contract specifications for specific utility details and utility service details. 3. All utility pipe bedding shall be compacted sand or fine granular material per the requirements of: ithe City. All compaction shall be performed per the requirements of the CEAM Spe;cifcation. 4. All connections do existing utilities shall be performed per the requirements of the City. The City D'e?portment of Engineering and Building Inspections Department and the construction engineer must be notified at least 48 hours prior to any work within the public right of way, or work impacting public utilities. 5. All sanitary sewerr al d water services shall terminate at the property line unless otherwise noted!. 6. The contractor shhall notify GOPHER STATE ONE CALL at 651-454-0002 at least 48 hours prior two performing any excavation or underground work. 7. The contractor shhall field adjust watermain to avoid conflicts with sanitary sewer, I / \ O 10i l / storm sewer, anal services as required. Insulation of water and sanitary sewer lines a,C % i1Z, \ / \ C) --_ \ • 1'FF<o shall be provided] where 7.5 feet minimum depth can not be attained. •Jo`>/ 8. All street repairs and patching shall be performed per the requirements of the City. ; •` ~ \ \\\ All traffic contro[ shall be provided by the contractor and shall be established per ; \ _ \ 0atherequirementsroftheMinnesotaManualofUniformTrafficControlDevices (MUTCD) , \ \ \ \ / j n 0 and the City. This; shall include all signage, barricades, flashers and flaggers as \ / \ / / J Q O \ needed. All public; ;streets shall be open to traffic at all times. No road closures shall be permitted] without the expressed authority of of the City. / / \i`\ \\ . \ ` / 0a \ 9. All new watermainW must have a minimum of 7. 5 feet of cover. a \ \ } C -=Z `\\\\\ \ y Q / C 0 0 10. Adjust all existing structures, both public and private to the proposed grades where ,\j ` gg \\ \ , , ;hr / '\ disturbed and corsnply with all requirements of the utility owners. Structures being ¢ UP reset to aved areas m st t t f t f II ` M \ p , u mee owners requlremen s or ra fic loading. / C Z 11. Proposed Pipe Mditerials: f/ • p` (v)Vl y Z / Watelrrrlain PVC C-900 No less than 7.5' deep. O 0^' p o 1 Watery Service COPPER TYPE K,1" Service to property line. • '\ Sanitary Sewer PVC SDR 35 No more than 20' deep. ,.' Sanitrary Service PVC SDR 26 Service to property line. ; 1 \ \ Story,, Sewer RCP CLASS 5 12" to 18" diameter. --__ I o I Drain'tile! POLYETHYLENE Back of curb. `''' ' \ Z I a: CA LL BEFORE YOU DIGI ++I 1 My\ CCal N89 03 07---------1 ' - - TE88. 56 — 1 cr ` j ®0'A0 . o VcooherStateOneI ` g N r ,,ry ''. pVG N \s ,j. yl TOLL FR E:A1 800 52525 166002 ° /I' ' \\\\Norn • 5'29 59 / ` a \\ _-_-' \ s p \\ \ \ PA K F Ui AUDI' Q` 701 SIDE I TH CbI ION 153. 82 Co.• ' . w •' O h AD/ IN , , f . ,-; Oo,,. 01 1 01- 64 1,3 SIC• / i l? , \ o.Ar 10755 lull le 10 10 oo- PA- It / / / SEE G8 r \ \ z W \ 1TB 1 ELEC MH f dM Da60 M \ 7 • 11N4' 5 IA dry tp O c, t`"' -1 • q Drainage and Utilityco ' ,y \ /'> Easemen t rniT ; cO \ \ \ hip RO D/ / \ : • 1 \\ z\ \ / o 2 INV 960 0 FES G . 'F% B / % Ate/ ' W V90 5I / kill, 611 r 9• , n 005t AlAtir r. e a i __ of corn field I of edge f corn field A n• 1 ELEC MH Y wr! A 01, 7. 001 i, fY hX rA s\\ \ `\ t1' i j• r. 04 1 N12Jl' 10 1 1 o. yr .. FFE= 967.0 ' 24.61 / • 1 124. 29 I t`clnk WELL exist' iing buildiing 2 / p I f NORTH Awl, SCALE IN FEET Benchmark: Top of bolt at the SW traffic light standard at the SW qufadrant of Co. Rd. 19 & Co. Rd. 37. PLAZA 2ND CITYOF o MINN' ES 0 TA OTHER ALBERT T , PLAZA LLC 75 VWT VWWG DRIVE, SUIM 104 LrfTtE CANADA, 19UMMOTA 55117 PHONE ( 651) 484-1,5885 FAX ( 651) 484-V5701 DEWD= RJ MARC'--)I comwcnox im 75 WESIT VMG DZRM surm 104 I11' 14E CANADA, ;iLINNESOTA 55117 PHONE ( 651) 484-i5895 FAX ( 851) 484-1,5701 IIMY 21AK LOC?A77ON MAP NLDTTO SCALE NORTH Jt I S NE 1/4. soo a. TxP'.t74 trot zu SE 1/4;r SEC71ON 35 I , TOWNSHIP' U121. RANGE 24 WRIGHT COWNTY. MINNESOTA. Si EZR07EX s1D: Er I MU c0- 1 TrrLE s El Cl- 1 E aSTWG CONDrrvoNs C2- 1 SITE PLAN 0- 1 GRADING, DRAINAWE PLAN C4- 1 UTILITY PLAN C5- 1 STORM WATER POILL ITON PREVENTION PLAN C6- 1 PRELUMARY PU%T C8- 1 DETAIL SHEET CO- 2 DETAIL SiWET CARD FILE OuAUnCATM: CADD files Prepared by the Eniiiii?s•r/Swv or far this project ore 1nsGurtunb of theEnpineerb?/Surveyo a professional services for use solsy with respect to Ural pm1c" These CADD files shall not be used on other projdMU. for additions to this project orforcompletionofthbprojecttlbyotherswithout ,written approval b this Enq,neer/Sun=. wth'tF?a Engiryefs/Suneyors approval ere may be permitted to obt in cop'ree of the CARD drawing Alesforlroormalbnandrefereneceony. AY Intentional or wYntentlono nwislons. addifiom ar dak,tions't8o these CADD files shall be made of the full risk of that party maWdrq such revisions, additions or deletions and that part' shall WNI harmless and Imdemrdfy the Ergi»er•/Surveyor from any is agil respomrbilitles. claims and GobpMN I hereby certify that [Na plEnn, specification or report was Prepared by me or under rmy direct supervision and that I am a duly Uoensed Professional Engineer under the laws of the Stata" Mlnnasota. lonath IoonavaE 44613 License No. Date DATE REVISION QUALITY MANAGEMENT JWa_X .. BY. DATE: ASSOCIATES Nanning e OQ h0oafffug a ISM l,yveyiiq i VhVM=WJ r• 1"Jaeolop TM H Mb* Lae, 3 to aoo,4 Itlmnata titisE -M Nouns: ( mWilk-M Tea [MW11_stlZy o 2(o8 Asb >PW 1nwk` 0= UTU IT)r PLAN PROJECT NO. 99- 19OF C4-1Agenda Page 20 i I GRADING &:EROSION CONTROL NOTES: 1. Where soil corrections and filling occur within the street right—of—way, the backfill material shalll :be compacted to 95% of the standard moisture density relationship of spills (astm d-698-70) except the top three feet (3') of the backfill which shalll be compacted to 100% density. An independent testing firm shall test thre street section in fill areas and provide the results of these tests to) ':the city, engineer and the client. 2. The contractor shall instolll silt fence prior to commencing grading activities and shall maintain said Bence for the duration of construction activities. 3. The contractor shall limit: [his activities to the grading limits shown on the grading plan. All construction activities shall comply with the local ordinance. 4. The contractor shall installl snow fence, as directed by the engineer, to protect tree roots. 5. The contractor shall scherdule his operations to minimize the disturbed area of any given time. 6. All disturbed non —street areas shall be restored with a minimum of 4" top soil and seed or sod as'. (directed by the engineer, within 72 hours of completion of the grading activity in that particular area. a. All seed, sod, mulch and' fertilizer shall conform with the following mn/dot specifications;, as modified below: Item Specification Number Sod 3878 Seed 3876 Mulch (type 1,disc anchored) 3882 Fertilizer 3881 General placement 2575 b. Sod shall be placed b,.(-6hirtd curb immediately following the backfilling under city street and] Futility project. c. The seed mixture shalll consist of a MnDOT type 500 unless noted otherwise on the plant. j 7. Following street constructiion, the developer shall clean the streets on an on —going basis as requirred by the city. 8. Unless otherwise noted, tlhe siltation ponds are temporary, and shall be removed and restored to the original contour by the developer following the permanent establishrment of turf on 75% of the drainage area. The ponds and pond outlets, :shall be constructed under. the grading contract. 9. Rip —rap shall be placed at all storm sewer outlets under the utility contract and shall conform with %ppl,icable city and watershed district standards and specifications. 10. Vertical grading tolerance; shall be within 0.2 feet of the city approved grading plan. CALL 13i=rORE YOU DIG. Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 0 i A- ry0 1 3nce SEO 0, I ( 0.4 //ne Vji PA KS[DE F U R''TH AEDITION" 7 FFF 9 0SOO6)6 SA, y4j wi FZ C i I 03 01 e l 190 TB 65e6' g o \ O \ S4r f Z Gi El Ec M H ao c S/ . 3 I/' Q \ ELEC VP sus `• \ / / ? ou c,, Q 0 0 50 00 - to100 CD M It ti . s oW 4Rk 96 —' O o O • j \ Q s 8 965. ' s LOpEs r r r dA 9 LL1Y Wk goo A U5 PONDIri gyp• 1 Or i 3: 1 SLOPES T_ \ r' TAIL SEDI0 0 08 2 s r CP M1M Im ItAKENEM\ I . Q FFE= 967.0 7 9t520S.F. edge 16f corn field ---S89e42'05"W ININ corn field E. of\ S2 5 0' 0 42; 111 0 MIN 0 7 Lwl Q P5 0 c ass A 0 96 • ,. 3 f0 ti it o Q • 1:.. 1 / ~]' / O tee• ,. 41 `°., / • ai to Ch ly a C1WA a N ' 7y ,• rl/,' J 'f ko NIV Cr 9 V' 996 s, Ot3 O y/ 1{ C ter 965. 2 F f SEE tS ,•; ts. t,s f7 j' •` 0-510 ems? •4' ffT Ce,? / s` r x, t ix' FFE= 967.0 663 ;y ` 1 61968 S. F. rn GOODYEAR Ip tank WEL6 _ existing building f 14c" 10 / 10® o • t`_;¢ 14 NORTH 9 >: 0 h vim 0 30 60 a 0 • o•. . s .0 / :; SCALE IN FEET SILT FENCE , ;. "'' O r, O '• C •4. Benchmark: Top of bolt at the SW traffic light standard at the SW quadranit of Co. Rd. 19 & Co. Rd. 37. T-1 10 N0 s0 CITY(0F 4 MINNES)'OTA OWNER AMERTVILLE PLAZA LLC 75 HEST VUC NG DRIVE, SUI,'E 104 LTT11E CANADA, UROMOTA'• 1,55117 PHONE (651) 484- 5635 FAX (651) 484- 5701 DEVELA)PER RJ MARC 0 coNsrRUcTioN, nw- 75 VOT VIKIriG DRIVE, SUIT 104 LITTLE CANADA, MINNESOTA ; 55117 PHONE (651) 484- 56M FAX (651) 484- 5701 BEY PLAN LOCA71ON MkP NOT TO SCALE: NORTH 8¢ i IW, t I ` MYR rr f/ a sac; na va I u`l SE 1 /4. SEC710?N 35 01 TOWNSHIP 121. RA' INGE 24 WRIGHT COUNTY. MININESOTA. SHEET INDEX SHEET 7= CD- 1 TITLE SHEET CL-i ERISTING CONDITIONS C2-1 3TTE PLAN C3-1 GRADING. DRAINAGE PLAN C4-1 UTILITY PLAN C5-1 STORI1 WATER POLLUTION is_'REVENTION PLAN CS-1 PREi111INARY PLAT C8-1 DETAIL SHEET C8-2 DETAII, SHEET CARD RLE QUALLFIGATION: CADD files prepared by the Engipu /Surv,7ey,6K for thisproject on instruments oftheEngnaera/Surveyofr professional services for use soleywithreapedtothispro*t. i4sas CADO files shall not be used on other projects, for oddolons to this project or for comppNNtlon of this proJJed by a enir wlthout written approval try this Englnesr/ Surveyor• Yfilh the Engineer".e/Surveyor8 approval others may be permitted to obtain copies oP-f, the GGIIDDDD droning files for Information and reference only. AWOntentlonal or unlydentbnol revisions, odditions or deletions to these CArijD files shall be mods at the full risk of that party making such rtavlsions. additions or deMons and that party shall hold hormbasaranG lmdemnify the Engineer/Surveyor from any & all nesponsUl4ties. claims and liobiWw. I hereby certify that this plan, specifi&.9tlon or report was prepared by me or under my direct sLypervislon and that I am a duly Licensed Professional Engii'neer under the laws of the State of MinnesZota. Jonathan onovani- PE 44613 /Z•Z$'-- OG License No. Date DATE REVISION QUALITY NAHAGMU NT REVIEIr• BY: DATE: AssociA, TES PIsM$ 1 a CMI Ilimbleffliq a' fund Sm7eyw mw • rcn iie* v 0Ersrloek lass. Sam 000, ice rd3t4.0002 idepb— (708}ft - 4 06 O 2M ireb Psp Larmdgmoo STORM WATER POLLUTION PREVENTION FLAN PROJECT No- C 99-19OF `_ 1 Exhibit A Agenda Page 21 t OAF PA F, A[ 751 i, r h''•' O r c TB co 034 440 co Aj 03 963 6e83 O 1961V I000 s' b3 9 cD 9\ \ n o P 1 U'' A Ve r--- 03'07------- - -6 9•17'25' 1' 610i If 3_62 N78'0$ J If sr \ \ \ mac, : • / :. to ` , ` . /'I If A Drainage and Utility - \\ \ $ ' If oC- _ Easement : pq \ \ O C4 g \ b If/ / / / Jam, \ \ \ ' \ '' 9 m -0 °• N89 50'15"E / h \ ;;/ 24.84107.55 yoiihIfi --------------------- ry /J SEA If IF h/O'` /N08.15 42 WIf1 \ ,fl CD It / / \ t''S96 riJ:t C Y IU` N, \ \ S ! o If 1 •6'j /yam 1 / • „• :sr °-•, °,,, .: f• LAZA 2NDADDITIONRTVILLEaLBEN123110W t: 19 I 1 24.61 1 If / f I I 1 1 11 IS, a, ••.•. to II t I tom\ ^ "Vl 20 j jj 1Lr`Oi I N56 34'48 "E ' l ------ l O ' II % 1 15.82 -__- \ l - l nl 0) 124. 29 h t Q co II 5j 1 { ainage a tility-- 11 1 1 1 Easement /' / / v y s' 1j---- —_--- 1------------------- —fieId line ('37--------- 346.25— ------------ o 3 Nj 153.82 255.93 1 o S89' 42'05" W 02.18---edgefcornfield ---o r•' t l \ . Ili 1l/ \ul, l tank 0 t. Q •• • 1 I WELL DIKcornfield1 4 of\ Sec 2 LRTH cp ting Benchmark: Top of bolt at the SW traffic light standard at the S;yV quadrant of Co. Rd. 19 & Co. Rd. 37. exisDITIONf ' biul Ing Zj ELEC MH/ f a N\ dw dM Op6f' \ 7 7 b 1Nb5 as AFC, 1 S c 7 NORTH 0 30 60 SCALE IN FEET ALBERT\VILLE I I I PLAZA 2rrn I I I I ADDIT"JON I I Is = 75 W= VHaNG DRIVE. SUT!•E 104 I rr= CANADA. jaNN)i IOTA 55117 PHONE (651) 484-5895 FAX (651) 484-57011 RJ MARC 0 c oxsTRUcTIox INC. 75 11IF. 9T vnur. DRIWE. SUITE 104 Id11T.E CANADA. URMWOTA 55117 PHONE (851) 484-5835 FAX (651) 484-57021 M PLAN JWAIRON MAP NOT TM SCALE i 9 I RE t/., sr>c ]. TV•1,134 RX TA SE 1 / 4, ` SECTION TOWNSHIP 1121. RANGE 24 WRIGHT COUINTY. MINNESOTA. sIt>T nmEx SHEET TITLE CO-1 TITLE SHM C1-1 EXISTING CONDMIONS C2-1 SITE PLAN 0-1 GRADING, DRAINACGE PLAN C4-1 UTRM PLAN C5-1 STORM WATER POQLLUTION PREVENTION PLAN CS-1 PRELIMINARY PL.A T CB-1 DETAIL SHM CB-2 I DETAIL SEEM CADD FlIE ouxincAMN: nesr $ury or for this project CARD filespreparedbytheEngR / .eyy am instruments of the Engineer,a/sr2,' ra profeaalond aarvkes for use soley with respect to tkau Prot These CADD files ehan notbeusedonotherproyjxts, or odd twne to this project or forcompletlonoftNaproleGtbyatharswithoutwrittenapprovdbsrWs Engineer/Survsyor. WHihhrtthe Engineers/Surveyors pro] olhen mod be permitted to otitE n eopNs of tM CARD draw',nq tiles for Information and refer '. ony. AG Irrterltbnal or unlM..... revisions• additions or ddetbns tto thane C/DD Iles shill ba made of the full risk o1 that pony rr ldnq ouch revisions, odditions or dNetlons and that Dart shall hjold harrnlesa and Imdartvify the Enginser/Surveyor imm arty &.aoll reapone''bilitih• cddms and Ibbil•,ties. I hereby certify that this plan, specification or report was prepared by me or undwN my direct supervision and that I am a duly Licensed Profic-sslonet Engineer under the laws of the Stage of Minnesota. Jonathanl -Donovan - PE 44613 '%''LS•• License No. Date DATE I REVISION QUALITY MANAGmwn 31REVIEw. BY: DATE: 0 ASSOCIATES pr... Min a Ctr 1r> i a Ind sa"fm mw • Archaeolop Imo sl:. lock lam, bye 3W Wasegear, ram+ =ro-M T (JP3K 4= t= (a)0-M O 21100 id pW ;.loud rmdapat a 11 1 PRELI I ARY PLAT PROJECT NO. 99-190F C6_1 1 I Agenda Page 22 o - 4 MANHOLE COVER SHALL BE TYPE II N1TH 27" ECCENTRIC OPENING a ADJUST CAASTING TO 1 /2" BELOW FINISHED (GRADE.--,,, 7" f d' A Rd' MANHOLE CASTING AND COVER, NEENAH R-1642—B. ESS BROS. 309, OR APPROVED EQUAL WITH TWO (2) CONCEALED PICK HOLES. FULL BED OF MORTAR BETWEEN RINGS, CASTING AND ON OUTSIDE OF RINGS. 2" ADJUSTING RINGS AS REQUIRED 7" (MINIMUM 2, MAXIMUM 4) A NOTES: 1. WHERE WATER MAY STAND, TOP OF MH SHALL BE 2 FEET ABOVE GROUND, AND/OR 2 FEET ABOVE THE 100 YEAR STORM WATER LEVEL. 48"' A 2. ON MANHOLES 8' DEEP AND GREATER d A ONE FOOT FOUR INCH (1'-4") PRECAST SECTION SHALL BE PLACED IMMEDIATELY BELOW CONE SECTION. STEPS 16 O.C. ON 3. ALL JOINTS BETWEEN SECTIONS SHALL DOWNSTREAM SIDE HAVE 0' RING RUBBER GASKETS. 4. MINIMUM SLAB THICKNESS 6" FOR 14' DEPTH INCREASE THICKNESS 1" FOR EACH 4' OF DEPTH GREATER THAN 14' AND REINFORCE WITH 6"X6" 10/ 10 MESH. a . o A W o W z 20 TO SPRING LINE N A* (MAX.) Q ° FLOW A •. d ° SECTION A —A SLOPE 2"/FOOT a q' op • , • a da SECTION B—B SANITARY -SEWER MANHOLE FORM 1 /2 PIKE SEC LARGEST DIAMILETER tee' -- -•GROUT BOTTOM TO SLOPE TOWARD PIPE AS SHOWN BY ARROWS SECTION A -A CASTING AS INDICATED CONCRETE ADJJUSTING RINGS ON PLANS OR SCHEDULE MAX. 4-2" RINGS TO BE INSTALLED MIN. 2-2" RINGS TO BE INSTALLED GROUT INSIDE AND OUTSIDE OF CASTING & ADJUSTING RINGS 27° SHIMS USED FOR LEVELING SHALL BE METAL OR CONCRETE 0 RECAST ECCENTRIC REDUCER SECTION STEPS AS PER SPECIAL PROVISIONS WALLS TO BE CONSTRUCTED 16"O.C• r OF PRECAST SECTIONS. JOINTS OSHALL BE CONSTRUCTED WITH CONFINED 0—RING GASKETS. 5" Y . M rt. 1 a MANHOLE INVERT SHALL BERUBBERWATERPROOF GASKETS REQUIRED FOR SLOPED TO PROVIDE SMOOTH PIPE INSERTS FLOW FROM INLET TO OUTLET SEE SECTION A —A AAI I O Lbw I 10.10' 1 " I I 3" MIN. MIN. 1 ; 6" BASE FOR ALL MANHOLES LESS THAN 14 FT. DEEP INCREASE BASE 2" PER 5'-4' 6 FT. OF DEPTH BEYOND 14 FT. tD 5" PRECAST BASE MAY BE USED FOR CONCRETE SLAB MANHOLES LESS THAN 14 FT. DEEP. GROUT FLOW LINE AS SHOWN ABOVE 4 J I %it. IVINO SCALE Bc = OUTSIDE DIAMETER H = BACKFILL COVER ABOVE PIPE d = DEPTH OF BEDDING MATERIAL UNDER PIPE 04 DENSELY COMPACTED GRANULAR MATERIAL 1/2 BC COMPACTED V. A.. d /lYpFi?M-.^' /\/ GRANULAR MATERIAL GRANULAR FOUNDATION CLASS B CLASS B BEDDING THE PIPE IS BEDDED IN COMPACTED GRANULAR MATERIAL PLACED UP TO A HEIGHT EQUAL TO ONE—HALF THE OUTSIDE DIAMETER OF THE PIPE. THE DEPTH OF THE GRANULAR BEDDING BELOW THE PIPE IS A MINIMUM OF 3" FOR 27" DIAMETER AND SMALLER PIPE. 6" FOR 66" DIAMETER AND LARGER PIPE, AND 4" FOR INTERMEDIATE SIZES. THE INITIAL FILL MATERIAL SHALL BE DENSELY COMPACTED GRANULAR UP TO A HEIGHT OF 12" OVER THE TOP OF THE PIPE. 0 W. 0 io LLI J m a I1 II IIPRECAST OR I I I GROUT LINE SHALL BE I I I CAST IN PLACE I UNIFORM SLOPE BETWEEN r II I LOWER SECTION PIPE INVERTS I I I I I FLOW I, I I I R11 1_I ... ; ' fir,, •;;;,., N Y••,:`;.. a.•E fi.` ;t.r. i :.' r^ill.;••:. r VARIES 00 ir_ POURED OR PRECAST CONCRETE 0 MANHOLE BASE co BASE 6" — 12 ft DEEP 8" — 12 ft TO 20 ft DEEP 10" — OVER 20 ft DEEP OSSLLA" B—TOP MANHOLE STORM SEWER) NO SCALE VARIES FRAME & CASTING SEE MH & CB SCHEDULE) GROUT INSIDE AND OUTSIDE OF CASTING & ADJUSTING RINGS CONCRETE ADJUSTING RINGS 2 MIN. — 4 MAX. iy Y, MANHOLE TO BE CONSTRUCTED OF PRECAST CONCRETE SECTIONS MIN. CLASS III REINFORCEMENT NEENAH R-3246 OR APPROOVED EQUAL CONCRETE ADJUSTING RINGS ( AS REQ.) r • mot .;r, r• ', r -- 48"— 60"RCP SECTION 24" CUT TO FIT e. 48"— 60" a-. 1. 48"— 60" RCP a. Z MH SECTION n ; 20" to spring line ( Max.) FLOW 77 NOTE: SEE STANDARD MANHOLE DETAIL FOR NOTES, SECTIONS, AND ADDITIONAL DETAIL STANDARD CATCH BASIN 1 / 8 H\/ 6" MIN. HAND NTAMPED ATIVEMATERIAL eG 1 / 6 Bc COMPACTED d .: 1HATERMA(N',%i;.''' / GRANULAR MATERIAL OR jDENSELY COMPACTEDFILL MATERIAL GRANULAR FOUNDATION CLASS C CLASS C BEDDING THE PIPE IS BEDDED IN COMPAC,: TED GRANULAR MATERIAL, OR DENSELY COMPACTED FILL MANITERIAL UP TO A HEIGHT EQUAL TO ONE —SIXTH THE OUTSIDC- DIAMETER OF THE PIPE. THE DEPTH OF THE BEDDINCG MATERIAL BELOW THE PIPE IS A MINIMUM OF 3" FOR 2 r AND SMALLER PIPE, 6" FOR 66" DIAMETER AND LARGER . PIPE, AND 4" FOR INTERMEDIATE SIZES. THE REMAINIING SIDEFILL AND BACKFILL MATERIAL IS COMPACTED NATIVE SOILS. PIPE BEDDING NO SCALE NO SCALE RIPRAP GRANULAR FILTER BLANKET ® SEC. B—B B 4 y bI.OTE DjIMENSION E IS GIVEN ON j' ID. PL 3100 do 3110. 2. q A L& - 1- roofinW 2' 4 B USE EQUIV50 FOR PIPE ARCH SEE STD. PL 3110 FOR EQUIV. D) RIPRAP El 0 GRANULAR FILTER BLANKET SEC A —A Q FOR PIPES GREATER THAN OR EQUAL TO 48'", USE 2.0' THE CONTRACTOR MAY SUBSTITUTE A GEOTEXTILE FABRIC, SPEC. 3601 FOR THE GRANULAR FILTER BLANKET UNLESS OTHERWISE SPECIFIED IN THE PLANS. THE FABRIC SHOULD COVER THE AREA OF THE RIPRAP AND EXTEND UNDER THE CULVERT APRON 3 FEET. Q QUANTITIES AS PER MnDOT STANDARD PLATE IP— RAP AT R.C.P. OUTLET NO SCALE Hydranft marker with flex spring Hydra/ 17inder (candy cane) Hydrant shall be Waterous Ordered to the City's Specifications Hydrant shall be for 8.0' bury. Watermain shall Q • have 7'-6" of cover. Anti — corrosive coating i required on all bolts Nand restraint assembly. Restrain hydront,volve,and tee with megalug thrust restraint ( or equal) Grade N11 ` X//\/ Provide Polywrap N. around all watermain General Requirments) and up the hydrant barrel to the break off 3 flange. Resilient wedge valve 6 lead conforming to AWWA C- 509-80 standards. r' MEGA UGS MEGALUGS -\ ra ti' .; ire t• r::r t.•t: 8" Conc. block Cu. Yd. of 1 1 /2" rock. Cover wi;{ ih 2 layers of polyethylene. VALVE AND HYDRANT INSTALLATION NO SCALE PLAZA I CITY( 0F D M I N N E S 0 T A OWNER ALBERTVILLE PLAZA LLC 75 TM VMING DRIVE, SUITE 104 IXME CANADA. II nnMOTA I$5117 PHONE ( 651) 484-5635 FAX ( 651) 484-5701 DEIE] JOPEB RJ MARC 0 coxs vcTiorr, m. 75 WEST VHaNG DRIVE, SU= 104 LITTIL CANADA. 1 DUMOTA' 1,65117 PHONE ( 651) 484-5635 FAX ( 661) 484-5701 IEY PLAN LOCATION MAW NOT M SCALE7 1 ' 1 \ I 4; _ NORTH41 Tq l \kz\>• I I I I IE 114. tilC 2 TV I= WE 20' I SIX 1 SE 1 /4, SECTIC)'1 35 l TOWNSHIP 121. Rk%NGE 24 WRIGHT COUNTY, MIINNESOTA. SHEET INDEX SHEET TITLE CO- 1 TTIIE SHEET C1- 1 EXISTING CONDITIONS PIXIN C2- 1 VASTER SITE PLAN —ALBS PLAZA C2- 2 SITE PLAN-MULT1—TENANIT BUILDING C2- 3 SITE PLAN—CULVERS BUIMING C3- 1 MASTER GRADING do EROVION CONTROL PLAN C3- 2 GRADING PLAN —MULTI TENANT BUIMING C3- 3 GRADING PLAN—CULVER43 FBUIMING C4- 1 UTBITY PLAN CO- 1 DETAIL SHEET C8- 2 DETAIL SHEET 11- 1 LANDSCAPE PLAN CARD FILE QLIAURCAIION: CARD flies Prepared by the Engklser/Surva4Yor for this project ors 1nstromenb of the Engineer s/Survey - „s professional services for use coley with respect to this prol1ectl-STMse CARD fibs shallnotbeusedonotherprojects, for'a,74"ons to this project or for completion of this project by otheM . without written approval by this Engineer/Surveyor. Vlrth the Englne"r'5/Survayar s approval others may be permitted to obtain copies3c0f the CADD drawing files for information and rwference only. AV intentional or unintentional revislons, additions or deletions to these CLAW GOO shall be mods at the full risk of that ports makings Shrrevisions, additions or deletions and that party shall hold Iwrtnkilss and Indemnify the ENlnar/ Surveyor from arty 4 all responedblI tbs. claims and UabIIItles I hereby cerft that this plop, sp d kotlan or -ff.@Wwas prepared by me or under my direct su4ervW0n'COW that 1 am a duty reystered Proresslond EngNnr undirry00 Ian of the State-sI}pere. Reg. No. ;Dote DATE REVISION QUALITY MANAGEMENT REVIEW: BY: DATE: Lou ASSOCNATES_ Ks Iag • Cie b&eexbe "" Ind 6nrllammw • arduoWp v= e BmIock lone, M 3W loll&# U 1 t. 66 Tdgknk lllz}Ixt-ease' ll 0 2000 TA hp aaean DETAIL S IEET PROJECT NO. 99190 C8- NO SCALE Agenda Page 23 o UNDISTURBED SOIL NO 1. DIG A 6" ZRENCH ALONG THE INTENDED FENCE LINE. 2. DRIVE Al 1L POSTS INTO THE GROUND AT THE BACK SIDE OF IHE TRENCH. 3. WHERE DIIRECTED, INSTALL WIRE FENCING PER HENNIPENI COUNTY CONSERVATION DISTRICT EROSION /AND SEDIMENT CONTROL MANUAL. WIRE MESH MUST BE MINIMUM OF 2" INTO THE GROUND AND NO KIORE THAN 36" ABOVE THE ORIGINAL 4• &9613 M_gFf CE ON THE UPHILL SIDE ALONG THE FENrE LINE, AND BACK FILL. SILT FENCE DETAIL NO SCALE CONCRETE CROWN A 6" DIA X 8' STEEL PIPE BOLLARD CONC. FILLED, PAINTED WHITE EXPANSION JOINT 4" CONCRETE WALK 11III I III+ II III II III II r1lIII.{•:II I II III I I FERri-I-I II 18" DIA FOOTING ROUND PIPE BOLLARD NO SCALE Ns Rock size should be T to 2" in size such as MnDOT CA-1 (or CA-2 course aggregate. A geotextile fabric may be used under the rock to prevent migration off the underlying soil into the stone. ROCK ENTRANCE TO CONSTRUCTION SITE NO SCALE PLACE BARRIER FRAME ATOP PF2E-CAST TOP SLAB FILTER AGGREGATE TO COVER PERFORATIONS COARSE FILTER AGGREGATE PLACED TO COVER PERFORATIONS OPENINIG IN WALL PERFOTRATED WALL 00000000 00000000 FRAME 00000000 00000000 00000000 CATCH BASIN WALL INLET PROTECTION PLACE BARRIER FRAME ATOP PRE -CAST TOP SLAB I COARSE FILTER AGGREGATE PLACED TO COVER PERFORATIONS COARSE FILTER AGGREGATE PLACED TO COVER PERFORATIONS PENING IN WALL hERFORATED WALL 0'1510000000 00000000% FRAME00000000 00000000 00000000 PIP' ti ;; CONE SECTION WALL PERFORATED WALL NO SCALE Provide 6-11 /2" SS anchor bolts w/cIlips 1 1/2"x3/8" outer ring f1 1 /2"048" steel bars ® 4 O.C. 1-1/4" 11 E MH DIAMETER SKIMMER OPENING 4' 3'x1.5' 5' 5'x1.5' 6' 6'x1.5' Provide 41/ platelate with locking clasp Clasp to have 1/2" padlock hole 1 4"x1 /4" s eel bar, weld Ito, to each member Hot• -dipped galvanized zgrate in 2 sections Providle 1/2" Dia. Continuous Hinge Bar GRATE DETAIL 1' Elev.=961.00 INWL _ Elev.=95)7.00 1, Hole for 12" Dia. RCP Skimmer ,T opening - 1.5 6" Min. T 1, 8 CY Class o 8" Min. slab 3 Riprap Oj g" thickness O Dia. Varies 6" aggregate bafbkfill manhole' an o e MnDOT Spec. 314 49H Mod.) OUTLET CONTROL STRUCTURE OCS 2) PARKING BY DISABLED PERMIT ONLY NOTES: 11.. EPROVIDE (1) SIGN PER STALL. II 2;..SIGN MUST MEET LOCAL STANDARDS HANDICAP PARKING SIGN TTACH SIGN TO POST ITH APPROPRIATE TAINLESS STEEL BOLTS, ASHERS & NUTS. (TYP. AT DP & BOTTOM OF SIGN) 5* NO SCALE 10" DIAMETER ALL LINES 5" WIDE PROVIDE PAINTED WHEELCHAIR SYMBOL AT EACH DESIGNATED HANDICAP PARKING STALL. CENTER SYMBOL IN STALL. WHEELCHAIR SYMBOL Provide 6-1/2" SS anchor boltes w/clips 1 1 /2"x3/8" outer ring 1 1 /2"x3/8" steel bars 0 4" O.C. 1-1 /4" 1 NO SCALE MH DIAMETER SKIMMER OPENING 4' 3'x1.5' 5' S'x1.5' 6' 6'x1.5' Provide 1 /4" plate with locking clasp Clasp to have 1/2" padlock hole 1 /4"x1 /4" steel bar, weld to each member Hot -dipped galvanized grate in 2 sections Provide 1/2" Dia. Continuous Hinge Bar GRATE DETAIL 1' Eletv.=963.00 NWL _ Hole for 12" Dia. Ele:v.=960.00 1. RCP Skihnmer opening 1.5' 6" Min. 1' 8 CY Class 8" Min. slab 3 Riprap g" thickness 00 Dia. Varies 6" aggregdte backfill manhole MnDOT S mec. 3149H Mod.) OUTLET CONTROL STRUCTURE OCS 1) DIMENSIONS T ON PLANS AF 1/2- RAD. LCONSTRUCT WITH REVERSE SLOPE GUTTER \WHERE THE PAVEMENT SLOPES AWAY FROM CURB. PROVIDE A MINIMUM OF 2" OF MNDOT CLASS 5 AGGREGATEt BIFZNEATH ALL CURB AND GUTTER. IN It B612 CURB SECTION NO SCALE pt: 2" BITUMINOUS BASE MEETING MNDOT 2331 TYPE 31 B 1 1/2" BITUMINOUS BASE MEETING MNDOT 2331 TYPE 31B 1/2" BITUMINOUS *** AR MEETING MNDOT 31 TYPE 41B TACK COAT (MNDOT 2357) 3138 CLASS 5 JBGRADE CORRECTION PER z, HEAVY DUTY AND e TWIN CITY TESTINt SOILS ENGINEERROADWAYSECTION 4, ,rirWEEARCOURSETOBEADDEDAFTER 1. IFREEZE/THAW CYCLE. f t. rF .. .. ti 1/2" BITUMINOUS *** AR MEETING MNDOT,,,..,' 31 TYPE 41B ' a TACK COAT (MNDOT 2357) 3138 CLASS 5 JBGRADE'CORRECTION PER TWIN CITY TESTINGOILS, NARKING AREA SECTION ENGINEER SWEAR COURSE TO BE ADDED AFTER " 1 FREEZE/THAW CYCLE. BITUMINOUS PAVING SECTIONS NO S('AI F M BERTVI_E PLAZA, CITY OF i D MINNES(0TA Q» ALBERTV= P '`- A LLC 75 WEST VZING DRIVE, SUITE :104 TITTLE CANADA, UINNESOTA 50117 PHONE (651) 484-5635 FAX (651) 484-5701 nLnmOPEB RJ MARC 0 coxsTW TION, INC. 75 WEST VMNG DRIVE, SUITV 104 LI'1TLE CANADA, 1QNIMOTA 5d5117 rile PHONE (651) 484-5635 FAX (651) 484-5701 PLA21 LOCATION NAPP NOT TO SCALE I N NORTH 4 i < r L 3 HE 1/4. tltx a. 7W = AW u i SIC 7 - SE 1/4, SECMON1:35 I TOWNSHIP 121, RANGE 24 WRIGHT COUNTY, MINN,;ESOTA. SEX SHEET TITLE CO-1 TITLE SHEET CI-1 EMSTING CONDITIONS PLANT C2-1 MASTER SITE PLAN—ALBERTME PLAZA C2-2 SITE PLAN—MULTI—TENANT'IBUILUING C2-3 SITE PLAN—CULVERS BUIIAI`ING 0-1 MASTER GRADING do EROSIo2N CO NTI30L PLAN C3-2 GRADING PLAN —MILT[ TEN.41NT BUILDING C3-3 GRADING PLAN—CULVERS B_VUILDWG C4-1 UTZ= PLAN CB-1 DETAIL SHEET C8-2 DETAIL 9ItEET I1-1 LANDSCAPE PLAN CADD FU QUAUMATION: CARD false proporad b!r the Engineer/orrJor this project are Instruments of the Engineer s/Su ej professional services for use soley with respect to this project Th4ese CARD files shall not be used on other projects, for oddiiSUons to this project or iopcompletion of this pro}Je et by others ,githout written approval by this Engineer/Surveyor. 1YrFh the Eipineeri7/S, wrle approval o rs nay W pertnitted to obtain copies offtth uWD drawInq fdes,for Nforrration anal reference any. All intentional or nsnintenlbral nvi6icas, odmons or deletions to these cAW fibs sholl be made at the full risk of that party mak4a such revisions, additions or deletions oral that party shop hold harmlesslcond 4ndemnifY the Eni;17i /Surveyor from any dr all reaponeilnl'ifties. claims and Oobilities. f. 1"tr1'niti urlly ,hat aft plan. spedficatIm or rgwitt: was prpor d by me or wider my &Oct srprvislon and%that I an a Ady registered Prornsbnd Enosr rsrdr V41Aows DATE REV ON k 4A r QUALITY MANAGEMENT REVIEW: 1-1!1 BY: DATE: o ASSOCIATES Plu>tiaK a (NI Rolineerlog e' IIu4 5mrayhl& ID * mmmhl • Ar aaedou TL01 8010110ctr Lee. wile SOD. 1DOw1101106VYma-k 66760-6542 TdspLms: (612WA-M re=ddDOWA-= OWN M Pa DETAIL SHTMET NOT FOR CONST£IUCTION PROJECT NO. e 9919OF _2 Agenda Page 24 ALB E RJL V 1LLJL.J 17 P. LL 1-Z A 2ND ADD LOT 1 BLOCK 17'ALB""l"""""""" RTV1LLE PLAZA 2ND.ADDITION ALBERTVILLE7 MINN SOTA CONSTRUCTION PUNS NORTH NOT TO SCALE NE 1 /4, SEC 2, TWP 120, RGE SE 1/4, SECTION 35 TOWNSHIP 121, RANGE 24 WRIGHT COUNTY, MINNESOTA, VICINITY,"". MAP. SHEET INDEX SHEET TITLE CO- 1 TITLE SHEET C1- 1 EXISTING CONDITIONS C2- 1 SITE PLAN C3- 1 GRADING & DRAINAGE PLAIN C4- 1 UTILITY PLAN C5- 1 STORM WATER POLLUTION PREVENTION PLAN C6- 1 PRELIMINARY PLAT C8- 1 DETAIL SHEET C8- 2 DETAIL SHEET ENGINEER: LOUCKS ASSOCIATES 7200 HEMLOCK LANE MAPLE GROVE, MN 55369 TEL: ( 763) 424-5505 DEVELOPER: RJ MARCO CONSTRUCTION, INC. 75 WEST VIKING DRIVE, SUITE 104 LITTLE CANADA, MN 55117 TEL: ( 651) 484-5635 9. 2006 C I T Y 0' ,F e p M I N N E S 0 T A ALBERTVTT. T,F PLAZAS LLC 75 HEST MING DRIVE, SUITE 104'• LITTLE CANADA, MDINESOTA 55117 PHONE ( 651) 484-5635 FAX ( 651) 484-5701 75 WEST VHaNG DRIVE, SUITE 104'• IITTLE CANADA, MINNESOTA 55117 PHONE ( 651) 484-5635 FAX ( 651) 484-5701 JIr Pl a LOCA77ON MAP NOT TO SCALE I- I Syr INE 1/4. SM 2 rw >a% Cac a S SE 1 /4, SECTION 35 TOWNSHIP 121. RANGE 24 !I WRIGHT COUNTY, MINNESOTA:- sIIE r nmEx SHEET TITLE CO- 1 TITLE SHEEP 1131- 1 EXISTING CONDITIONS C2- 1 SITE PLAN C3- 1 GRADING, DRAINAGE PLAN C4- 1 UM TY PLAN C5- 1 STORK WATER POLLUTION PREVENTION PLAN C6- 1 PREUMNARY PLOT C8- 1 DETAIL SHEET C8- 2 DETAIL. SHEET CADD FlLE OtJAL1FlMON: CARD fits prepared by tM Engineer/Surveyyor for this prLolsct aminstrumentsoftheErglnser'a/Surveyol. profaasiond l: aarvicea foruseholeywithinspecttothispro'ect. These CARD f les shai not M used on other projec4, or add no to thlfln project or for co pie of thla project by others without wrtt4n approval by thin Engineer/Surveyor. w the Engineers/Surveyori capproval o ars may be permitted to obtain copies of the CADD;ddrowing foe. for information and reference only. All Intentional o:rrunlntentbnal revisions, additions or deletions to these CAD des ahorillLbe made at the full risk of that party making such revision., add;liVans or detetlona and that party eholl hold harmless and Imdetnnnity the Engineer/Surveyor from any & all msponvibilities, clalms3cond liabilities. I hereby Certify that this plan, specification or repaort was prepared by me or under my direct supervision amd Ihat I am a duly Licensed Professional Engineer undenllhe laws of the State of Mlnnssota.—s jon8than 1'M-n-avan - PE 44613 / y,,.Z 4q:—A6e- License No. Date DATE REVISION QUALITY MANAGEIENT REVIEfr: BY: DATE: ASSOCIATES I' taiaizinL - M b&eaiq - Lad bone b* oameuw - ArcLaeolop 7= jie 1-1, lase, Sub 000. Idozevpai6 Enacts 55.w:6q-= Tdeplt— ( M)CI-M ler (M)1 A-= 02008 Web Pate toadmaidesmo m TITLE SHEET PROJECT NO. 99190 00-1Agenda Page 25 O" II r/oy141 asp OrnIh2O \ II J CO oO a /V cOcOODJ oAAa BCD/ r; rn0 / rn c.n X ! "' cO0 ! X v hf.00N `sue 961 (0 x C CO N 0*) ! 0 ` - o U OLtoi1 iCY' w0 -I C (A C to O" o ((D 0 rr CD rr O ? CCD 03rnCO CD Enrt 0-0 3 Gi C ryr 3• -07 3 0 •00 rr CCD '+ 3 0,3 A N 3 o O. , 3 0 -0i 0 0 N 'I- to 0 0 0 p O rCD0O03Q3j7CDn. (n -D >- 3 N 3• •0 r 0 3 3 0 rNp _ O < 0 ` rtin firt rtQ 0'3 0 eN • N ror 30 .o-rO.0 fi00pNO. 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Z Q t3• LO C-A 0 At Jill NXA 1 • a' Iole` CO y I 5 p. 5• a A,AAAAe rA co Toc : e-.goo Z aj• •U Cfl o i.j m7 j m m \a...a01 i3 0••` r N --- -- [] 4TV f SS11tD ' r g a F.. o w •e o a a vo deyro (SIN ui 7 Q w m g 3$ 1`1'''a•eg IF rig N N.d G) G] Do cNN t I% ' j v v v v H$ O D'n °ve'bb,-.°rr8 n z CAm I 7 i A O C z rf m -C e3acoa 8 :.. .e • O " i -+ H' ,ty ii ' I r- J- 'n C,] Za 9o 5' , 0 _\ r , .p fii R= s'5S°•'g a 3 •• ro C a y/ C O C n t7 0 ., n°•5'sgGoai y o Z ifI/ '7 / C C, Fs, A O O° o' n m a$ O a.7 ai v, '(r••—... p r 0 i o m 8 , rdgR g o 0 IR /" / i 2 O p ' i "3<; • 3' a V, - ° , 7 x ' T1J - ii ., aw 3 ` G N g as r'X & a.Q .ro a / lam,/ iTi' a • ' ll S z / 01 Q W G m ' m o rag• °: V' w ff. r S 71 r c m o ° aZr 40ozr£s i'0 ' C 3-11 L LA WAR TvE IIi lAgenda Page 26 SITE PLAN GENERAL NOTES 1 / ` y : 'y\ ` Aw 1. SETBACKS: = 5' / ` J Front parking setback ! USES: S ; c Front budding setback 35 P 9 _ / LIST OF POSSIBLE UTB Side buildiing setback = 10' Side parking setback — 5' I / . \ c'' n Rear build ling setback = 20' Rear rear setback = 5' RESTARAUNAT e` r6 \ \ OJL C, 2. ZONING _ AUTOMOBILE SERVICE 6'A B-3 PUD • 6` \ 4 C Existing zmning = B-3 PUD Proposed zoning — 32 \ PROFESSIONAL (OFFICE / .\ o j -, 'C4S 61,( 0 ELEC MH3. PARKING` `SUMMARY r' / Surface r..gular stalls = 56 Surface Handicapped stalls = 2 /!! BANK Total Surflace stalls = 58 Surface stalls required = 58 e 4. AREA/D IN ITY / I MOTEL \ i Total Plat Area = 175,145 Sq.Ft. or 4.02 Acres = 100% / ODAYCARE / \ Lot 1, Blmck 12 Area = 87,120 Sq.Ft. or 2.0 Acres _ 50% I OD I / ep Lot 2, Blkack; 2 Area = 88,025 Sq.Ft. or 2.0 Acres 50% I `•' J RETAIL S A LEE S / 7c a ncrete curb, utter and sidewalk shall be furnished and installed5. All paving,], co 9 / IinaccordrancewiththedetailsshownpersheetCS-1 and the requirements of I \ • the City.. `See Landscape and Architectural Plans for any I / / \ %joGs additional) hardscape applications. 6. The City'Department of Engineering and Building Inspections Dept. and vth k \ / / J Oti $ I ELEC MH construction' engineer shall be notified at least 48 hours prior to any ` J, within the; street right of way (sidewalk• street or driveways) \ \` c'g o \ o / 7. Minnesofm State statute requires notification per "Gopher State One Call" prior' oip ` ` - r `' F<<96 to comrrwencing any grading, excavation or underground work. o ? obs 956, 93 ' 43 8. See contract specifications for any removal details. wa or as art of the site 9. Any sign) Qor; fixtures removed with in the right of y p work shalll be replaced by the contractor in accordance with the City GS S,, \ \ / 0 \ \ re uireme:nts. The contractor shall preserve and maintain any existingq 0streetlijhtsandtrafficsignspertherequirementsoftheCity. / ` \ / r- 0 "g NUS 1 Clear anxtl rub and remove all trees, vegetation and site debris prior to \ ? ` \ / ,/ 0, `0 s \ 10. CI g 6 O :V, N dW' dM tom' 7 All : removed material shall be hauled from the site daily. All clearing C grading. performed per the contract specifications. %'' ' f; O ` \ , t / <<'p- ' NO f*1 \\ jj l`D '• 7 gV"S, and grubfbing and removals shall be p p / \. \ / Erosion control measures shall be immediately established upon removal. See Sheet C3-1) \ \ . w \ \\ ¢ P + 5 b 11. The conttractor shall be required to obtain all permits from the City as \.,` v \ 9 3y required' ffor; all work with the street and public right of way. , • A ;., \ / - --- \ 0 O \ \ \ GRMo \ \ 30'R p•O ',I 12. A signifiican`t portion of site improvements not shown on this sheet are described 1i' / i1O • \ ct•6y and provjidea in further detail on the Architectural and Landscape Plans. This I' f/ \ ; ' "a / a cgy % / Q ` includes-, [landscaping, lighting and other fixtures. • \ \ Irqtis U. ` N 'RFC \ CFO 13. B618 corncrete curb and gutter shall be installed at the edge of all common _ • _ . \ \ 'I I p4i 'per A 5' drives erred parking lots. Surmountable curb placed along th south side of the — • • .. J / - '' R / /` ` / \ O L0N` 1,00 .r proposed) building. oho / "f'•. ` ` S \ N "O CALL BEFORE YOU DIG! / / 1: fr s81 q Y , Gopher State One Call • i L• o s \ TWIN CITY AREA: 651-454-0002 rp, \\ rr - 10) ' / Q tnt+ TOLL FREE: 1-800-252-1166 •. o? @ as j @ / i `' / \ ` OHO • 0 . 0 ( 5_ . A. a ICJ / tie POND o. U / fare / / / / / / •rL / SNOW STORAGE \ v O. ®_ ` a 07 n 30'R IQ kk . t a @ % U 4 % / 5 M O \ AaNS NC r IV D 3¢ , 1 —0 14@te4F 4 Qh ^A') / lJ• A Y 014/RNCR — R ' ¢ .. ,. ri:;` t* / 12 Qr c NCRF+.:•. O ^ O ` G i / v EDE TRI N VAN Z ,.,.•\ q:Kr r . O // . a 1 'Q`i`y 1 % UR RA P 2 Ro E pa C Oq F ` 6' CONC. SIDEWALK FCC2 ,' 1a,tJ+ sW ryas FF ,q a a I 7 FFE=967.0 FFE=967.070QI a I 9,520 S.F. .l 6,968 S.F. o 7 o i a rn i RETAIL GOODYEAR m CA ONCRETE SIDEWALKS CONCRETE SIDEWALKS D; a I o 1 TRASH 2 5 0' 24. 0' UZAREA y Z • y +• tag r W ------ N TIP SURMOUNTABLE CONCRETE CURB411 b ; 0 cn o / N4 e/d /. I I field line iQa @ mmmm ---- - 3 N_ j . 255.93 j f i'• edge f Corr, field---S89'42'05"W 602.18--All CURB TO BE REMCOVED UPON a i/i C, Ip tankD //\\\ FUTURE EXTENSIOM TO THE SOUTHKSIDE, . 'A corn field j WELL NORTH b EF7HPTI of 5ec.- 2 0 30 60 n A11DITION t•b existing building Benchmark: Top of bolt at the SW traffic light standard] at the SW quadrant of Co. Rd. 19 & Co. Rd. 37. SCALE IN FEET ALBERTVILLE PLAZA 2ND ADDITION CITY OF o - M I V N E S 0 T A Q>I AMER MUE PLAZA LLC 75 WEST VUONG DRIVE, SUITE 104 L rnE CANADA. ilitERMOTA 55117 PHONE (('851) 484-5635 FAX (t851) 484-5701 1 8PEH RJ MARC O coNsmumox# ma 75 WESIT VHMG DRIVE, SUITE 104 JXrJ E (CANADA. MENNESOTA 55117 PHONE' ((651) 484-5895 FAX ((851) 484-5701 ICY PLAN LOCA71ON MAP NOT TO SCAIE IIll I NORTH 94 II stiSl ia I 3 NE1/a,_ soo2. TO I= MXu SE 1/4. SECTION 35 I ' TOWNSHIP 121. RANGE 24 WRIGHT COUNTY. MINNESOTA. sir nm C SHEET TIT= CO-1 TPt''LE SHEEP CL-1 E)nSMG CONDITIONS C2-1 S111- PLAN 0-1 GVMING, DRAWAGE PLAN C4-1 UT -11 Y PLAN C5-1 SITORM RATER POLLUTION PREVENTION PLAN CS-1 PRIMARY PLAT C8-1 Doi PAIL SHEET C8-2 V=AEL SHEEP CADD RLE oUA-611nCAnoN: CARD Me@ prtfpored by the EnginMr/Surveeyyor for this project nneareimtnnt-ts of the Engineer a/Surveyor a professional services for use solsyyrwith respect to this project These CARD fibs shag not be eased on other projects, for additions to this project or for complittion of this protJect by others without written approval by this Enginaw/Surveyor. Wfh the Enpineers/Surveyors approval others may b pemutted to obtain copiu of the CADD drawing files for Infon•'.notion and rarto once only. All Intentional or urmtentionol revisions, addWans or deletions to these CADD files sholl be made at the full dikk of that party malen such revisions• additions or deletions anditthat party shall hold rmless and ImdemNfy the Engkrwr/Survdayor from any & oll responsibilities. claims and I'ablfties. I herebytcertify that this plan, specification or report was preparetti_ by me or under my direct supervlslon and that I am a dul}Y Ucensed Professional Engineer under the laws of the State of Minnesota. Jonathan 1. Donovan - PE 446131 r% ZS-"06 License Mo. Date DATE E REVISION QUALITY PUNAGEIENT REVIEW. BY: DATE: v v ASSOCIATES w* mbs a " D*U" ias . U a ft,,yIO( Ilnriril mmw • Arahaeolop nW1-&Mb lc I=% Sub M% Its. mao"ots ti o-M Try 1+, >.>r 1)+- 02006 Web Page l U*—,,UJ- m SITE PLAN PRLiIECT r Nil• 99-00F C2-1 Agenda Page 27 Exhibit BAgenda Page 28 Exhibit CAgenda Page 29 Exhibit DAgenda Page 30 # Date CommentsChecked By:Scale:Revisions Page M of 1Date:6/20/2024Gravity Dance StudioExteriorDrawn By: Daniel Budke2BBSingleA22 5T@200W4000K0.91028615190380Luminaire ScheduleCalculation SummaryLabelCalcTypeUnitsAvgMaxMinAvg/MinSymbolQtyLabelArrangementDescriptionLLFLuminaireLumensLuminaireWattsMax/MinTotalWattsGround_PlanarIlluminanceFc0.639.10.0N.A.N.A.9GNSingleGNLED26NSTB_FLOOD REF_FROSTED LENS0.910131828.5256.5GN MH: 14 MH: 14 GN GN MH: 14 MH: 14 GN MH: 14 GNMH: 14 GN MH: 14 GN MH: 14 GN GN MH: 14 BB MH: 28 MH: 28 BB 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.4 0.4 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.4 0.0 0.0 0.0 0.2 1.2 2.4 1.4 2.0 1.6 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 1.2 2.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 1.4 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1.8 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.7 2.7 0.7 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 1.7 3.5 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 1.0 1.7 0.4 0.5 0.6 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.6 0.5 0.6 0.8 0.9 1.7 1.0 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.6 0.9 1.1 1.4 2.4 5.7 9.1 7.7 3.4 1.9 2.3 2.3 0.9 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.5 0.7 1.0 1.4 1.8 2.6 4.0 5.0 4.3 2.6 1.6 1.3 1.1 0.6 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.4 0.6 0.8 1.1 1.5 2.1 3.0 3.9 4.2 3.5 2.5 1.7 1.2 0.9 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.5 0.8 1.1 1.5 2.2 3.4 4.7 5.1 4.1 2.8 1.9 1.3 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.7 1.0 1.4 2.1 3.2 4.4 4.9 4.1 2.9 2.0 1.4 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.4 0.6 0.9 1.3 1.8 2.6 3.5 3.8 3.4 2.7 1.9 1.4 1.0 0.8 0.5 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.6 0.8 1.1 1.5 2.1 2.6 2.8 2.5 2.0 1.7 1.3 1.0 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.5 0.7 0.9 1.3 1.6 1.9 1.9 1.7 1.5 1.3 1.1 0.9 0.8 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.3 1.2 1.0 0.9 0.9 0.9 0.8 0.7 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.5 0.6 0.8 1.0 1.0 1.0 0.8 0.8 0.8 0.9 1.0 1.0 0.9 0.7 0.6 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.8 0.9 0.8 0.8 0.9 1.0 1.2 1.4 1.3 1.1 0.9 0.7 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.7 0.8 0.9 1.1 1.3 1.5 1.7 1.9 1.7 1.4 1.1 0.8 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.8 1.1 1.4 1.8 2.1 2.5 2.6 2.3 1.8 1.3 0.9 0.7 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.9 1.2 1.6 2.1 2.9 3.5 3.7 3.1 2.2 1.5 1.1 0.8 0.5 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.6 0.8 1.2 1.6 2.3 3.3 4.4 4.7 3.9 2.7 1.7 1.2 0.9 0.6 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.8 1.1 1.5 2.2 3.3 4.5 5.1 4.1 2.9 1.9 1.3 0.9 0.7 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.7 0.9 1.3 1.9 2.8 3.8 4.1 3.6 2.6 1.8 1.3 0.9 0.7 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.6 0.8 1.1 1.5 2.1 2.7 3.0 2.7 2.1 1.6 1.2 0.9 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.3 0.5 0.7 0.9 1.2 1.6 1.9 2.1 1.8 1.5 1.2 1.0 0.8 0.5 0.4 0.3 0.2 0.0 0.0 0.1 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.4 1.3 1.0 0.8 0.7 0.5 0.4 0.3 0.0 0.0 0.1 0.2 0.3 0.4 0.6 0.7 0.9 1.0 1.0 0.8 0.6 0.5 0.4 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.6 0.5 0.3 0.0 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.0 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.25 1 0.5 Exhibit E Agenda Page 31 Date Last Revised:Copyright Michael J. Thomas Architect, LLC. Allrights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect,LLC and may not be constructed or used withoutits expressed written permission. No permissionto modify or reproduce any of thesearchitectural works, including without limitationthe construction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:24009 Axys Gravity DanceStudio 07-04-24.plnDrawn By:05-26-24, 06-01-24, 06-12-24,06-16-24, 06-29-24, 07-04-2424009SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-00Date Signed:A1.1Phone 651-245-2346East Bethel, MN 550924918 S. Tri Oak Circle NEwww.michaeljthomasarchitect.comGravity Dance StudioNew Corner of Labeaux Avenue NE & County Road 37 NEAlbertville, MN 55301SCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETNew Building Built to Suite by Axys ConstructionPreliminary Do Not Use for Construction2'6'Sill 8'-2"2'6'Sill 8'-2"5'5'Sill 2'-2"5'5'Sill 2'-2"5'5'Sill 2'-2"2'6'Sill 8'-2"6'-6"5'Sill 8"6'-6"5'Sill 8"6'-6"5'Sill 8"6'-6"5'Sill 8"5'5'Sill 2'-2"6'-6"6'Sill 8"2'6'Sill 8'-2"9' x 4'-8"16' x 4'-8"9' x 4'-8"D104D10213' x 4'-8"D10622' x 4'-8"D116D103A6'-6"6'Sill 8"2'6'Sill 8'-2"D103B 6' 6'Sill 1'-2"6' 6'Sill 1'-2"5'5'Sill 2'-2"D122D120A3' 4'Sill 3'3' 4'Sill 3'3' 4'Sill 3'3' 4'Sill 3'D101BD124D1255'5'Sill 2'-2"2'6'Sill 8'-2"2'6'Sill 8'-2"2'6'Sill 8'-2"D109D110D111D112D113D114D108D120BD121D107D1176'6'Sill 1'-2"6'6'Sill 1'-2"5'5'Sill 2'-2"5'5'Sill 2'-2"5'5'Sill 2'-2"D103CFJJAADDEEFFII112266881010CCHH99111144335577BBF12'12'12'12'24'20'54'36'56'70'2'4'-8"76'-8"16'28'28'36'-1 1/2"4'-1 3/4"37'-8 3/4"12'44'8'14'14'60'14'10'11'-3 3/4"10'3'-8 1/4"1'-6"12'-9 1/8"20'13'20'7'12'1'-6"6'1'6'1'-6"1'-6"6'1'7'-6"4'6'4'6'4'6'12'1'11'2'6'2'6'4'10'1'1'9'4'-8"2'4'2'4'12'1'-2"4'2'4'10"8"3'1'-4"5'2'2'8'2'3'-6"5'3'-6"4'5'14'-2"6'1'-8"6'5'-2"5'4'5'4'5'5'6'6'4'6'4'6'10'-6 1/8"13'-2 1/2"3'-3 3/8"5'4'5'4'5'4'5'7'9'5'4'5'4'5'4'4'-4 1/4"4'-6"3'-2 3/8"8'-4"5 5/8"8'6'6'17'8'-5 7/8"1'-6"4'-7"1'-6"8'4'11'-2"2'-10"2'-10"11'-2"2"5'-8"4'4'-2 3/4"41'-5 1/4"2'-6 5/8"2'-6 5/8"5'-1 1/4"45'-8"1A2.22A2.12A2.21A3.11A3.11A3.21A3.21A3.31A3.31A2.12A3.12A3.12A3.22A3.22A3.32A3.31A3.41A3.4RECESS T.O. CONC.SLAB 1 1/2"RECESS T.O. CONC.SLAB 1 1/2"RECESS T.O. CONC.SLAB 1 1/2"RECESS T.O. CONC.SLAB 1 1/2"2X6 LOAD BRG WALL2X6 LOAD BRG WALL2X6 LOAD BRG WALLRECESS T.O. CONC.SLAB 1 1/2"1,210 sf/ 50 Occ Load = 24 Occupants1,210 sf/ 50 Occ Load = 24 Occupants714 sf/ 50 Occ Load = 14 Occupants722 sf/ 50 Occ Load = 14 OccupantsTotal Gross SF = 9,544Gravit Dancse Studio SF = 7,000Tentant Space SF = 2,544Mirror & Ballet Rail WallAssembly A-3 Dance HallExercise Room Occupant Load Factor 50 sf = 76 OccupantsMirror WallBuilt-In 36" Charging StationsCoat Hooks/ Cubbies By Owner2,524 Gross LeasableMirror & Ballet Rail WallMirror & Ballet Rail WallF.E.F.E.Studio A102A: 1,210 sq ftStudio B104A: 1,210 sq ftStudio C106A: 714 sq ftStudio D116A: 722 sq ftParent Hallway105A: 591 sq ftVestibule101A: 69 sq ftStaff121A: 128 sq ftReception119A: 258 sq ftRetail120A: 111 sq ftMech108A: 154 sq ftLavatory & Changing115A: 200 sq ftTlt109Tlt110Tlt111Chng112Chng113Chng114Tentant Space123A: 2,337 sq ftTlt125Tlt124Stor.117A: 68 sq ftStor.103A: 282 sq ftLobby118A: 477 sq ftStor.107A: 67 sq ftSpnklr122A: 15 sq ftD105D123AD101AD123BNSCALE: 3/16" = 1'-0"1First Story Floor Plan04'8'12'Exhibit FAgenda Page 32 Date Last Revised:Copyright Michael J. Thomas Architect, LLC. Allrights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect,LLC and may not be constructed or used withoutits expressed written permission. No permissionto modify or reproduce any of thesearchitectural works, including without limitationthe construction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:24009 Axys Gravity DanceStudio 07-04-24.plnDrawn By:05-26-24, 06-01-24, 06-12-24,06-16-24, 06-29-24, 07-04-2424009SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-00Date Signed:A2.1Phone 651-245-2346East Bethel, MN 550924918 S. Tri Oak Circle NEwww.michaeljthomasarchitect.comGravity Dance StudioNew Corner of Labeaux Avenue NE & County Road 37 NEAlbertville, MN 55301SCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETNew Building Built to Suite by Axys ConstructionPreliminary Do Not Use for ConstructionJIHEDCAB28'-2 1/4"15'9'19'12'13'10'10'-2"8'-2"7'-2"1'-2"6'3'7'-2"2'-2"2'36'12'24'18'2'40'14'6'3'-4'4'8"2'-4"2"1'2"1'-4"EQ4'EQ4'13'-6"3'8"1'-8"8"22'-8"4'8'8'4'1'-4"1'-4"12'-4'-4'-4'0"124124124WDW-1WDW-1WDW-2WDW-2WDW-2WDW-2WDW-3WDW-3WDW-5WDW-5WDW-56"6"6"12"8"4"4"4"4"4"12"8"6"6"6"4"2"4"2"4"4"6"4"4"4"ACDEHIJB16'-4'0"2'-2"7'-2"8"7'-2"8'-2"10'-2"9'12'13'-8"13'-8"12'14'-8"WDW-5WDW-5WDW-5WDW-7WDW-7WDW-7WDW-7WDW-1WDW-1WDW-112"8"6"6"6"12"8"4"4"8"4"4"4"4"6"6"SCALE: 3/16" = 1'-0"1North Exterior Elevation04'8'12'SCALE: 3/16" = 1'-0"2South Exterior Elevation04'8'12'ASHALT ROOF SHINGLESMACARCHITECTURAL MTLPANELS: CORKPENDANT ARM LEDLIGHTINGSURFACE APPLIED SIGNAGE BY OWNERMANUFACTURED STONEVENEERFIBERGLASS WDW'S TYP1 1/2" X 1" LP SMARTTRIM BATTENS OVER LPSMART PANELPREFIN MTL FASCIA ANDSOFFIT - TYP5 1/2" X 1" LP SMARTRIM OVER LPSMART PANEL6" EXPOSURE LPSMARTLAP SIDING4" EXPOSURE LPSMARTLAP SIDING6" X 6" OPEN FACE, PREFIN MTL DOWN SPOUTPREFIN MTL PARAPETCAPCLEAR ANODIZED ALUMSTOREFRONT ENTRYCLEAR ANODIZED ALUMSTOREFRONT ENTRYOWNER'S EXIST BACKLIT SIGNAGERELOCATED TO THIS BUILDING AS SHOWN1/4" ALUM FLUSHPANEL BACKGROUND -BLACKPAINTED HMDOORS ANDFRAMEPREFIN MTL ROOFRAIN GUTTERS ANDDOWNSPOUTSPROVIDE CONC. SPLASH BLOCKS AT ALLDOWNSPOUT LOCAIONS.12X12 ROUGH SAWN CEDAR POSTGALV. STL KNIFE ANCHORPLATE16"X16" POURED IN PLACECONC. PIER FOUNDATIONNOMINAL FACE DIM. OFLP SMART TRIM SHOWNAS SUCH - TYP1 1/2" X 1" LP SMARTTRIM BATTENS OVER LPSMART PANELMAC ARCHITECTURAL MTLPANELS: CORKExhibit GAgenda Page 33 Date Last Revised:Copyright Michael J. Thomas Architect, LLC. Allrights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect,LLC and may not be constructed or used withoutits expressed written permission. No permissionto modify or reproduce any of thesearchitectural works, including without limitationthe construction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:24009 Axys Gravity DanceStudio 07-04-24.plnDrawn By:05-26-24, 06-01-24, 06-12-24,06-16-24, 06-29-24, 07-04-2424009SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-00Date Signed:A0.1Phone 651-245-2346East Bethel, MN 550924918 S. Tri Oak Circle NEwww.michaeljthomasarchitect.comGravity Dance StudioNew Corner of Labeaux Avenue NE & County Road 37 NEAlbertville, MN 55301SCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETNew Building Built to Suite by Axys ConstructionPreliminary Do Not Use for ConstructionSCALE: 1:0.53124009 Axys Gravity Dance Studio 07-04-24 - North Color ElevationSCALE: 1:0.53224009 Axys Gravity Dance Studio 07-04-24 - South Color ElevationSCALE: 1:0.84324009 Axys Gravity Dance Studio 07-04-24 - West Color ElevationSCALE: 1:0.94424009 Axys Gravity Dance Studio 07-04-24 - East Color ElevationLP 6" CEDARMILL LAP SIDINGCOLOR: TERRA BROWNLP 4" CEDARMILL LAP SIDINGC0LOR: CAVERN STEELLP CEDARMILL SMART PANELCOLOR: CAVERN STEELALL TRIM TO BE LP CAVERNSTEEL UNLESS NOTED ORSHOWN OTHERWISEMAC ARCHITECTURAL METALPANELS. HARRYWOODPROFILE. 6 1/16" X 3/8" X12' PANELS. COLOR/PATTERN: BLACK WALNUTLP CEDARMILL SMART PANEL W/1"X 1 1/2" BATTENS @ 16" O.C.PANNEL AND BATTEN COLOR:ABYSS BLACKFIBERGLASS SHINGLESGAF TIMBERLINE HDSHINGLESCOLOR: CHARCOALPREFIN MTL ROOF SOFFITS,FASCIAS, DRIP CAPS, RAINGUTTERS, DOWNSPOUTS ANDMISC. BREAK MTL. EDCO COLOR:BLACKALUM STOREFRONTSBLACK ANODIZEDFINISHLP CEDARMILL SMART PANEL W/1"X5 1/2" BATTENS AS SHOWNMANUFACTURED STONEVENEERBOULDER CREEK. VERIFYPROFILE AND COLORFIBERGLASS WINDOWSANDERSON 100 SERIES FIBREXCOLOR: BLACKMAC ARCHITECTURAL MTLPANELS. HARRYWOOD PROFILE.6 1/16" X 3/8" X 12' PANELS.COLOR/ PATTERN: CORKExhibit HAgenda Page 34 Abcities LLc PLANNING REPORT TO: Adam Nafstad FROM: Alan Brixius DATE: August 1, 2024 RE: Shoppes at Prairie Run – Si Senor Restaurant FILE NO: 163.06 24.06 BACKGROUND Heidi Ortiz has submitted a development application for an amendment to the Shoppes of Prairie Run Planned Unit Development to allow for the construction of a 4832 sq. ft. restaurant and 2395 sq. ft. adjacent tenant bay on lot 1, Block 2 Shoppes at Prairie Run 2. The Shoppes of Prairie Run Planned Unit Development and Plat was approved in 2004, to allow for two identical 12,000 sq. ft. multiple tenant commercial buildings. The southern building was constructed, however, the north building never proceeded. The current proposal changes the building configuration and site design for Lot 1, Block 2, Shoppes at Prairie Run 2 requiring a PUD Amendment. This report is an analysis of the new site plan against the past PUD approval and the City zoning standards. EXHIBITS Exhibit A: Boundary Survey and Topography Exhibit B: Site Plan Exhibit C: Truck Movement plan Exhibit D: Grading Plan Exhibit E: Utility Plan Exhibit F: Landscape Plan Exhibit G: Building Footprint Exhibit H: Building Elevations Exhibit I: Building Renderings. ANALYSIS Zoning: The site is zoned B-2 Limited Business District. Within the B-2 district, offices and retail businesses are permitted uses. Restaurants and outdoor dining are allowed by conditional use permit. 16405 78th Avenue n. MApLe Grove teL: 763-242-6955 eMAiL ALbrixius@GMAiL.coM Agenda Page 35 Lot Size and Setbacks: The following table compares the proposed site plan with the B-2 zoning district lot size and setback requirements. The lot and building setbacks exceed all the B-2 Zoning district requirements. B-2 District Standards Required Proposed Compliance Lot Area 10,000 sq. ft. 61,200 sq. ft. Yes Lot Width 100 ft. 360 ft. Yes Setbacks Front (East) 35 ft. 58.8 ft. Yes Side (North) 10 ft. 83.3 ft. Yes Side (South) 10 ft. 160 ft. Yes Rear (West) 20 ft. 36.2 ft. Yes Parking: Consistent with the original approved Shoppes at Prairie Run PUD site plan, the current site plan integrates the parking lot with the property to the south through shared access and interconnected parking lots. Site access is via two curb cuts from Kyler Avenue. The zoning code requires the following parking counts for the proposed uses. Restaurant: Dining: 1 space per 40 sq. ft. of gross floor area. Indoor dining: (1,923/40 = 48 spaces) Outdoor dining: (96/40 = 22 spaces) Kitchen: 1 space per 80 sq. ft. of gross floor area. Kitchen area 1476 – cooler and storage 153 = 1323 sq. ft. (1,323/80 = 17 spaces) Retail: 1 space per 200 sq. ft of floor area (2395 x .9 = 2,154/200 = 11 spaces) Total Parking Count Required: 98 spaces Total Parking Count Provided: 93 spaces By ordinance, the new development requires 98 parking stalls. The site plan provides 93 parking stalls. In the past, the City has approved a slight reduction in parking for outdoor dining recognizing that this is seasonal dining which does not create a full time demand for parking. The proposed site provides 93 parking stalls and has access to additional parking to the south. In this light, staff recommends approval of PUD flexibility for 93 parking stalls. The site plan shows properly dimensioned parking stalls and drive aisles per code requirements. The parking lot meets the City standards with regard to setbacks, paving, striping and perimeter curbing. The site plan has the proper number and design of disability parking spaces. Loading: The Applicant has provided a site plan showing delivery truck movements through the site. Restaurant deliveries are proposed be received at the front of the building with a WB-40 semi-truck and trailer. The truck movements plan shows that the truck can move through the site, however, the truck jumps the curb island on the north end of the parking lot. Increasing the curb radii will ease this truck movement. Agenda Page 36 The plan shows the movements for a 40 foot garbage truck accessing and egressing the trash enclosure. The plan illustrates that the garbage truck movements will interfere with parking stalls, curb islands and moves into the building to the south. The plan must be revised to accommodate garbage truck movements through the site. Restaurants without drive-through facilities are allowed in the B-2 provided, that: 1. The site abuts a collector or minor arterial street or is included within an approved shopping center. Comment: The site abuts County 19 which meets this requirement 2. A buffer yard of twenty feet (20') in width shall be provided at the boundaries abutting an R district in accordance with section 1000.7 of this ordinance. Comment: The site does not abut a residential zoning district. 3. The operation shall be responsible for litter control on the site, which is to occur on a daily basis. Trash receptacles shall be screened. Comment: The site provides for a trash enclosure on the south end of the site. The trash enclosure is designed to match the building. The site plan must be revised to accommodate garbage trucks through the site. 4. Outdoor dining facilities as regulated by this section. Comment: See the following comments. Outdoor dining facilities are allowed in the B-2 district provided that: 1. The applicant shall be required to submit a site plan and other pertinent information demonstrating the number, location and type of all tables, refuse receptacles, and wait stations. Comment: The attached Exhibit G building floor plan shows the layout of the proposed outdoor dining area including access, aisles, table placement and total seating. Eight tables are proposed for the outdoor dining area with a total seating for 64 people. 2. Access to the dining area shall be provided only via the principal building if the dining area is a full-service restaurant or tavern, including table waiting service. All exit gates shall be marked "Exit Only" and shall meet all building code requirements. Comment: The building plan provides a door access directly into the outdoor dining area. This is required to control access into the dining area for the service of food and alcoholic beverages. Both of the outdoor dining areas must be segregated from the main entrance via a fence to control access into the outdoor areas having liquor consumption. 3. The size of the dining area is restricted to twenty percent (20%) of the gross area of the current building and shall maintain the lot requirements of the district. Agenda Page 37 Comment: The proposed dining area is 1105 sq. ft. in an area exclusive of the pathway to the main restaurant entrance. The dining area comprises approximately 23% of the floor area of the restaurant bay. However, the code allows the dining area to be 20% of the gross floor space of the current building. The entire building is 7,227 sq. ft. in floor area. The proposed dining area is 15.2% of the total building. The northern tenant bay is intended for retail or office use. The proposed outdoor dining area may be approved as a PUD flexibility with the condition that this outdoor dining area will limit the opportunities for additional outdoor dining on this site in the future. 4. The dining area is screened from view from adjacent residential uses. Comment: The site does not abut any residential uses. 5. All lighting shall be hooded at ninety degrees (90°) and directed away from adjacent properties. No luminaries shall extend beyond the ninety-degree (90°) cutoff. Comment: The outdoor dining will be within a covered patio at the front of the building. All lighting will be internal in the dining area. The building renderings show wall mounted exterior lights. The Applicant shall provide a detailed lighting and photometric plan including the number, location of all freestanding and wall mounted lights and details on the types of light fixtures and details of the pole design and height of freestanding lights. 6. No outdoor dining shall be allowed on the public sidewalk. Comment: This requirement is not applicable to the site. 7. The dining area is surfaced with concrete bituminous or decorative pavers or may consist of a deck with wood or other flooring material that provides a clean, attractive, and functional surface. Comment: This requirement is met. 8. A minimum width of thirty six inches (36") shall be provided within aisles of the outdoor dining area. Comment: This requirement is met. 9. Off street parking shall be adequate for both indoor and outdoor seating areas. Comment: Adequate parking is provided for both the indoor and outdoor seating areas. 10. Refuse containers are provided for self-service outdoor dining areas. Such containers shall be placed in a manner which does not disrupt pedestrian circulation and must be designed to prevent spillage and blowing litter. 11. Property owners shall pick up litter within one hundred feet (100') of the patio area. Comment: Items 10 and 11 are addressed as the outdoor dining will be contained within a covered patio. The area will be policed and kept by wait staff. Agenda Page 38 12. Live outdoor music performance shall meet the requirements of section 5-5-3 of the city code. Comment: This is not applicable. 13. Electronically amplified outdoor music, intercom, audio speakers, or other such noise generating devices may be allowed in the outdoor dining area, provided the lot on which the outdoor dining area is located doesn’t abut a residential use or zoning district. The playing of outdoor music shall not become a nuisance as defined by Title 5, Chapter 1 of the Albertville City Code. Comment: The site does not abut a residential district. Any noise issues would be subject to nuisance code requirements. 14. No outdoor bar, cooking facility, food preparation or holding area shall be established. Comment: No outdoor cooking facilities are proposed with this application. 15. The City Council may limit the hours of operation. Comments: The site is isolated from residential neighborhoods. No nuisance issues are anticipated. No restrictions on the hours of operation are recommended. Grading, Drainage and Wetlands: Exhibit A, site survey shows a wetland on the north end of the site. Applicant must pursue WCA approvals for the mitigation of this wetland. Grading and drainage plans shall be reviewed and approved by the City Engineer. Utility Plan: In review of the utility plan, we offer the following comments. 1. The City Engineer shall review and approve the utility plan. 2. The building shall have separate potable water and fire suppression services going into the building. Landscape plan: In review of the submitted landscape plans, we offer the following comments. 1. The landscape plan is generous in the number and types of plantings. 2. The plant sizes and species meet code requirements. 3. The landscape plan must identify snow storage areas to avoid damaging the landscape areas of the site. Building Design: Within the B-2 zoning district, all building exterior wall finishes shall be constructed of materials containing only brick, dimension stone, glass, stucco and its replicas, wood, rock faced block, or precast concrete panels. Agenda Page 39 The building elevations illustrate the exterior building materials consisting of white EIFS with brick face accents. The patio roof will be metal. The building design is attractive and meets the B-2 district architectural requirements. The building and site plan must show the locations of all ground and/or rooftop mounted mechanical equipment. Said mechanical equipment shall be screened from the adjoining streets and properties. CONCLUSION. Based on our review of the Si Senor Mexican Restaurant conceptual building plans dated June 26, 2024, and Civil plans dated July 16, 2024, we recommend approval of the amendment to the Shoppes at Prairie Run CUP/PUD with the following conditions. 1. The City approves the parking count as illustrated on the site plan as condition of the PUD. 2. The plan must be revised to accommodate garbage truck movements through the site without interfering with on-site parking stalls or travelling over parking lot curbs. 3. The Applicant shall establish cross-access easement between Lots 1 and 2, Block 1, Shoppes at Prairie Run 2 to provide shared access through these lots. Said cross-access easement shall be approved by the City Attorney and recorded with the County. 4. The outdoor dining area is approved as being 20% or less than the entire building’s total floor area. This will be counted against any future outdoor dining areas requested for the building. 5. The outdoor dining areas must be segregated from the pathway to the main entrance. Access to the outdoor dining areas shall be provided only via the principal building if the dining area is a full-service restaurant or tavern, including table waiting service. All exit gates from the outdoor dining area shall be marked "Exit Only" and shall meet all building codes. 6. The Applicant shall provide a detailed lighting and photometric plan including the number, location of all freestanding and wall mounted lights and details on the types of light fixtures and details of the pole design and height of freestanding lights. 7. Applicant shall provide documentation of WCA approval of the wetland mitigation for the site. 8. Grading, Drainage and Utility plans shall be reviewed and approved by the City Engineer. 9. Water services shall be divided outside the building for potable water supply and fire suppression. Agenda Page 40 10. The site and building plans shall show the location and screening of ground mounted or rooftop mechanical equipment. Cc. Kris Luedke Maeghan Becker Kevin Benshoof Heidi Ortiz Agenda Page 41 EX-MHRE = 955.40INV(W)=947.45INV(E)=947.50EX-MHRE = 955.42INV(W)=947.22INV(E)=947.3220064UELBX (PUMP)SEX-MHRE = 954.85COCOSEX-MHRE = 955.55INV(W)(S)=929.80EX-MHRE = 957.50EX-MHRE = 957.29EX-MHRE = 956.14STEX-MHRE = 957.12INV(N)=948.37INV(S)=948.22INV(W)=947.62HH TELEPHONETEX-MHRE = 956.09INV(NW)=952.09INV(E)=952.04STEX-MHRE = 956.69INV(N)(E)=948.39EX-MHRE = 955.64INV(S)=952.59EX-MHRE = 955.82INV(S)=955.82INV(N)(E)EX-MHRE = 956.67EX-MHRE = 956.17EX-MHRE = 956.57INV(N)=950.44INV(S)=950.14INV(W)=950.09EX-MHRE = 954.77INV(W)(E)=949.97EX-MHRE = 954.74INV(N)=949.39INV(S)=949.44INV(NW)=949.39INV(E)=9949.44SEX-MHRE = 955.47INV(N)(S)=930.42TEX-MHRE = 954.16INV(NE)=951.31INV(W)=951.06EX-MHRE = 954.04INV(E)=950.89INV(S)=950.79TEX-MHRE = 955.70SEX-MHRE = 956.32EX-MHRE = 955.90PUGPUG PUG PUGPUGPUGPUGPUGPUGPUGPUGPUGPUGTUGTUGTUGTUGTUGTUGGASGASGASGASGASGASGASGASGASGASGASGASGASTUGTUGTUGTUG TUGTUG TUG TUG TUGTUGTUGTUGTUGTUGTUGTUGTUGPID: 101137001020OWNER: SHOPPES AT PRAIRIE RUN PROP.PID: 101079005010OWNER: THIRD AVEUNE COMMERCIAL LLCKYLER AVENUE NORTHEAST(PUBLIC STREET) HIGHWAY 19 (PUBLIC STREET) ACCESSACCESSCONCRETE SIDEWALK CONCRETE SIDEWALK ASPHALT SIDEWALK ASPHALT SIDEWALK CONCRETEACCESS DRAINAGE & UTILITY EASEMENT PERSHOPPES AT PRAIRIE RUNDRAINAGE & UTILITYEASEMENT PER DOC. 964662DRAINAGE & UTILITYEASEMENT PERSHOPPES AT PRAIRIE RUNSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOSTO 12" SAN12" SAN12" SAN SANSANSANSANSAN30" STM24" STM30" STM (PVC)24" STM 24" STMSTOSTO24" STMSTO STO STO STOSTOSTO36" STM 36" STM12" STM STOSTOSTO16" STM 12" STM 12" STMDELINIATED WETLAND956 9569579 5 7 957958958 957 956956956956956956 958958959958958958958 958 957957 957957957957 957957 957 957956956956SHEET NUMBER:DATE:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0051895.00\DWG\0051895V-SURV.DWG 07/16/2024SI SENOR RESTAURANTC002 ALBERTVILLE, MN SI SENOR RESTAURANT BOUNDARY AND TOPO SURVEY 07/16/202407/16/202407/16/2024 AKW GAS AKW 07/16/2024 7455 VILLAGE DR STE. 110 LINO LAKES, MINNESOTA 55014 THIELEN & GREEN 43019 GRETCHEN SCHROEDER. .44018 JEFF WESTENDORFNOT FOR CONSTRUCTION© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'30'60'90'1" = 30'. . . . . . . . . . 30' 6' or 3'PROJECT NUMBER: 0051896.00SECT-02 TWP-120 RANGE-024 SHOPPES AT PRAIRIE RUN 2 LOT-001 BLOCK-001**RETRIEVED FROM WRIGHT COUNTY WEBSITE 07/15/2024LEGAL DESCRIPTIONExhibit AAgenda Page 42 SCOCOSSTHHTSTSTTSPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGTUGTUGTUGTUGTUGTUGGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASTUGTUGTUGTUGTUGTUG TUG TUG TUG TUG TUGTUGTUGTUGTUGTUGTUGTUGTUGTUGKYLER AVENUE NORTHEAST(PUBLIC STREET) HIGHWAY 19 (PUBLIC STREET) ACCESSACCESSCONCRETE SIDEWALK CONCRETE SIDEWALK ASPHALT SIDEWALK ASPHALT SIDEWALK CONCRETEACCESS DRAINAGE & UTILITY EASEMENT PERSHOPPES AT PRAIRIE RUNDRAINAGE & UTILITYEASEMENT PER DOC. 964662DRAINAGE & UTILITYEASEMENT PERSHOPPES AT PRAIRIE RUNSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSANSAN STOSTOSTO STO STO STO STO STOSTOSTOSTOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSB-6SB-5SB-4SB-3SB-2SB-19666823101015PROPOSED MULTI-TENANTBUILDING7,227 SFFFE = 958.751111688191919141510915AAAABFEDGGGGC22S.1S.2S.2S.143.4'18'8'8'7.4'6'20.4'4.7'5.4'24'24'6'11.8'26.9'9.5'9' (typ.)20' (typ.)R10'R8'8'9'9'9'3'10'11'146'836.2'42.0'83.3'20'24'20'55.8'56.2'R10'R8'HHJJJJJ191919363.4'170.0'82.7'37.9'7.1'51.1'16.7'SHEET NUMBER:DATE:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0051895.00\DWG\CIVIL\0051895SP01.DWG 07/16/2024SI SENOR RESTAURANTC200 ALBERTVILLE, MN SI SENOR RESTAURANTSITE PLAN 07/16/2024 . . . 07/16/2024 7455 VILLAGE DR STE. 110 LINO LAKES, MINNESOTA 55014 THIELEN & GREEN 43019 GRETCHEN SCHROEDERNOT FOR CONSTRUCTION© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0051896.00S.1S.10S.2REFERENCESTOP SIGN30" X 30"R1-1SIZEMnDOT DESIGNATIONHANDICAP ACCESSIBLE12" X 18"R7-8M·EXISTING ZONING:B-2, LIMITED BUSINESS DISTRICT·PROPOSED ZONING:B-2, LIMITED BUSINESS DISTRICT·PARCEL DESCRIPTION:LOT 101137001010·PROPERTY AREA:61,488 SF (1.41 AC)·EXISTING IMPERVIOUS SURFACE:4,503 SF (7.32%)·PROPOSED IMPERVIOUS SURFACE:46,078 SF (74.94%)·BUILDING GROSS SIZE:7,227 SFRETAIL:2,395 SFRESTAURANT: 4,832 SF·FLOOR-AREA-RATIO(FAR):0.12·BUILDING SETBACK PER CODE:35'=FRONT10'=SIDE / 20'=SIDE TO ROW20'=REAR·PARKING SETBACK:15'=STREET SURFACE·PARKING SPACE/DRIVE AISLE:9' WIDE X 20' LONG, 24' AISLEPARKING RATIO REQUIREMENTCITY OF ALBERTVILLE, MNRETAIL:1 SPACE / 200 SF OF BLDGRESTAURANT:1 SPACE / 40 SF OF DINING AREA1 SPACE/ 80 SF OF KITCHEN AREARETAIL(2,395/200)11.975 SPACESRESTAURANT DINING INDOOR (1,923/40) 48.075 SPACESRESTAURANT KITCHEN (1,476/80)18.45 SPACESTOTAL SPACES REQUIRED:79 SPACES (11.975+48.075+118.45=78.5)·PARKING PROVIDED:93SIGN LEGENDSITE DEVELOPMENT SUMMARY1. BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONALSERVICES, MINNETONKA, MN; JUNE 03, 2024.2. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THEENGINEER SHOULD BE NOTIFIED IMMEDIATELY.3. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS.4. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISENOTED.5. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OFEXITS, RAMPS, AND TRUCK DOCKS.6. ALL CURB RADII ARE SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED.7. ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED.8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERSAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT.TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.9. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURINGCONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TOADJACENT PROPERTIES.11. SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPAREDBY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS.GENERAL SITE NOTESPROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINECONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTERSITE LEGEND5TA MATCH EXISTING CURBB MATCH EXISTING ASPHALT PAVEMENT WITH SAWCUTC PAINT 4" WHITE DIAGONAL STRIPINGD FLUSH CURBE TRANSITION CURBF TRASH ENCLOSURE (SEE ARCH. PLANS)G LIGHT POLE (SEE PHOTOMETRIC PLANS)H RECONSTRUCT SIDEWALK PER CITY STANDARDSJ SNOW STORAGE AREASITE KEYNOTESA1 B612 CURB AND GUTTER8 PRIVATE CONCRETE SIDEWALK9 PRIVATE PEDESTRIAN CURB RAMP10 PRIVATE PARALLEL PEDESTRIAN CURB RAMP14 SIGN INSTALLATION15 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING16 PRECAST CONCRETE WHEEL STOP19 PAVEMENT SECTIONS22 SAW CUT CONTROL JOINT1SITE DETAILS (SI-0XX)CONCRETE WHEEL STOPExhibit BAgenda Page 43 SCOCOSHHTSTSTPUGPUGPUGTUGTUGTUGTUGGASGASGASGASGASGASGASGASGASGASTUGTUGTUGTUG TUGTUG TUG TUGTUGTUGTUGTUGTUG SANSANSANSANSANSANSANSANSANSANSANSANSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSANSAN STO STO STOWATWATWATWATWATWATWATWATWATWATWATWATWATSANSCOCO SHHTSTSTPUGPUGPUGTUGTUGTUGTUGGASGASGASGASGASGASGASGASGASGASTUGTUGTUGTUG TUGTUG TUG TUGTUGTUGTUGTUGTUG SANSANSANSANSANSANSANSANSANSANSANSAN STOSTOSTOSTOSTOSTOSTOSTO STO STO STOSTOSTOSTOSTO STOSTOSTOSTOSTOSTOSANSAN STO STO STOWATWATWATWATWATWATWATWATWATWATWATWATWATSAN SCOCOSHHTSTSTPUGPUGPUGTUGTUGTUGTUGGASGASGASGASGASGASGASGASGASGASTUGTUGTUGTUG TUGTUG TUG TUGTUGTUGTUGTUGTUG SANSANSANSANSANSANSANSANSANSANSANSAN STOSTOSTOSTOSTOSTOSTOSTO STO STO STOSTOSTOSTOSTO STOSTOSTOSTOSTOSTOSANSAN STO STO STOWATWATWATWATWATWATWATWATWATWATWATWATWATSANfeetFront Loading Collection truckLock to Lock TimeSteering AngleWidthTrack6.027.7::8.538.53::13.5817.7240.55Steering AngleLock to Lock TimeArticulating AngleWB-40Trailer TrackTractor TrackTrailer WidthTractor Width12.503.00feet8.008.00:8.008.00:::0.003.0025.507.5033.00::: 6.020.370.020.6713.1249.54: 32.6Steering Angle8.538.536.0Fire Truckfeet:::WidthTrackLock to Lock TimeSHEET NUMBER:DATE:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0051895.00\DWG\EXHIBIT\0051895XB01.DWG 07/16/2024SI SENOR RESTAURANTXB100 ALBERTVILLE, MN SI SENOR RESTAURANTTURN MOVEMENTS 07/16/202407/16/202407/16/2024 AKW GAS AKW 07/16/2024 7455 VILLAGE DR STE. 110 LINO LAKES, MINNESOTA 55014 THIELEN & GREEN 43019 GRETCHEN SCHROEDER. .44018 JEFF WESTENDORFNOT FOR CONSTRUCTION© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'30'60'90'1" = 30'. . . . . . . . . . 30' 6' or 3'PROJECT NUMBER: 0051896.00Exhibit CAgenda Page 44 955955 956956956956 957 957 957957 958959956957 958956 957 956 957 957SCOCOS STHHTSTSTTSPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGTUGTUGTUGTUGTUGTUGGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASTUGTUGTUGTUGTUGTUG TUG TUG TUG TUG TUGTUGTUGTUGTUGTUGTUGTUGTUGTUGKYLER AVENUE NORTHEAST(PUBLIC STREET) HIGHWAY 19 (PUBLIC STREET) ACCESSACCESSCONCRETE SIDEWALK CONCRETE SIDEWALK ASPHALT SIDEWALK ASPHALT SIDEWALK CONCRETEACCESS DRAINAGE & UTILITY EASEMENT PERSHOPPES AT PRAIRIE RUNDRAINAGE & UTILITYEASEMENT PER DOC. 964662DRAINAGE & UTILITYEASEMENT PERSHOPPES AT PRAIRIE RUNSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSANSAN STOSTOSTO STO STO STO STO STOSTOSTOSTOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANEX-MHRE = 957.50EX-MHRE = 957.29EX-MHRE = 957.12INV(N)=948.37INV(S)=948.22INV(W)=947.62EX-MHRE = 956.09INV(NW)=952.09INV(E)=952.04EX-MHRE = 956.69INV(N)(E)=948.39EX-MHRE = 955.64INV(S)=952.59EX-MHRE = 955.82INV(S)=955.82INV(N)(E)EX-MHRE = 956.67EX-MHRE = 956.17EX-MHRE = 956.5712" INV(N)=950.4424" INV(S)=950.1424" INV(W)=950.09EX-MHRE = 954.7724" INV(W)(E)=949.97EX-MHRE = 954.74INV(N)=949.39INV(S)=949.44INV(NW)=949.39INV(E)=9949.44EX-MHRE = 954.16INV(NE)=951.31INV(W)=951.06EX-MHRE = 954.04INV(E)=950.89INV(S)=950.79EX-MHRE = 955.70EX-MHRE = 955.90EX-MHRE = 955.40INV(W)=947.45INV(E)=947.50EX-MHRE = 955.42INV(W)=947.22INV(E)=947.32SB-6SB-5SB-4SB-3SB-2SB-1PROPOSED MULTI-TENANTBUILDING7,227 SFFFE = 958.75SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSF SF55.6355.6254.7755.1155.8656.2455.90LP56.1756.4257.4658.2558.0456.31HP57.50LP56.9057.1257.5057.3257.9258.2557.9958.15LP56.8357.4557.5457.7958.15LP56.8357.6857.9258.15HP57.44LP56.6358.1557.9357.8858.1558.1558.7558.7558.7558.7558.7557.4457.06LP56.6057.4957.7857.1258.0157.4858.7458.0457.9558.0357.69957958957958957958 957958 956957958 957956957 958956 957 958957958 58.3058.2055.9155.8155.0855.0858.7158.7558.7555.8957.7957.8257.841.05%1.06%1.23%1.00%1.62%1.54%3.00%3.00%2.20%1.10%3.36%1.13%E.O.F.57.00E.O.F.57.13E.O.F.57.33E.O.F.57.33E.O.F.57.40E.O.F.56.282.1 0%INLET PROTECTION (TYP.)SILT FENCE (TYP.)ROCK CONSTRUCTIONENTRANCEBIOROLLSHEET NUMBER:DATE:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0051895.00\DWG\CIVIL\0051895GD01.DWG 07/16/2024SI SENOR RESTAURANTC300 ALBERTVILLE, MN SI SENOR RESTAURANT GRADING & EROSION CONTROL PLAN 07/16/2024 . . . 07/16/2024 7455 VILLAGE DR STE. 110 LINO LAKES, MINNESOTA 55014 THIELEN & GREEN 43019 GRETCHEN SCHROEDERNOT FOR CONSTRUCTION© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0051896.00PROPERTY LINE982980RIDGE LINEEMERGENCY OVERFLOWSOIL BORING LOCATIONSTOSTORM SEWERWATER MAINSANITARY SEWEREXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980WATSANSPOT ELEVATIONFLOW DIRECTIONSB-19CURB AND GUTTERGRADING LEGEND1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2. CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS ANDDIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISEBUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACTLOCATIONS AND NUMBER OF DOWNSPOUTS.3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" ASPREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED.THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEELANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMENAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFICCONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6. ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THISSHEET.7. CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE ASMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONSARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOWLINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACEGRADE.9. SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS.10. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITEGRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OFALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATINGAGENCIES.11. CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY ALICENSED PROFESSIONAL ENGINEER.12. ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THENATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.13. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILLBE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKINGMINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, ORAPPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISIONAND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BEEXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.14. EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALLBE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED INMNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.15. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA,SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARYCOMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.16. ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENTGEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE ORUNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THECONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS ANDINSPECTIONS WITH THE GEOTECHNICAL ENGINEER.GRADING NOTES0.00%900.00900.00E.O.F.1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATIONSHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFYEXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.2. ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANYEXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUNDCOVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OFEXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TOEROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITYSHALL BE INCIDENTAL TO THE GRADING CONTRACT.3. EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETERESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THECONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION ANDSILTATION INCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTIONENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITHGRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BYTHE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION ASREQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANYDEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORMSEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BECLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR.ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THETURF IS ESTABLISHED.4. ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACHWORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TODETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.5. PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARY PONDING DURINGCONSTRUCTION.6. WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE SILT FENCE UP & OVER THEFLARED END SECTIONS & COVER DISTURBED AREAS WITH RIP RAP. THE UPSTREAM FLARED ENDSECTIONS SHALL HAVE WOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS.7. ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITHSEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BE HARD SURFACE WITHIN 2 WEEKSOF COMPLETION OF CONSTRUCTION.8. THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, ANDCITY.A. TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111 AT30.5-POUNDS PER ACRE.B. TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREC. INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX 34-262 AT 14.5-POUNDS PERACRE.D. POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.E. GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.F. MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9. FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROLBLANKET IS REQUIRED.10. ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAPSEDIMENT.11. ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTIONSHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO RESTORE THE POND TO THEPROPOSED BOTTOM ELEVATION.12. ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONALPOLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.13. THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTORSHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TOINSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS ORBUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW.GENERAL EROSION CONTROL NOTESINLET PROTECTIONROCK CONSTRUCTION ENTRANCESILT FENCESFBIOROLLExhibit DAgenda Page 45 SCOCOSSTHHTSTSTTSPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGTUGTUGTUGTUGTUGTUGGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASTUGTUGTUGTUGTUGTUG TUG TUG TUG TUG TUGTUGTUGTUGTUGTUGTUGTUGTUGTUGKYLER AVENUE NORTHEAST(PUBLIC STREET) HIGHWAY 19 (PUBLIC STREET) ACCESSACCESSCONCRETE SIDEWALK CONCRETE SIDEWALK ASPHALT SIDEWALK ASPHALT SIDEWALK CONCRETEACCESS DRAINAGE & UTILITY EASEMENT PERSHOPPES AT PRAIRIE RUNDRAINAGE & UTILITYEASEMENT PER DOC. 964662DRAINAGE & UTILITYEASEMENT PERSHOPPES AT PRAIRIE RUNSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSANSAN STOSTOSTO STO STO STO STO STOSTOSTOSTOWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSANSAN6" PVC C900STUB & GV PERRECORD PLANS6" PVC SERVICE PERRECORD PLANS (IE ~944.79, FIELD VERIFY)EX-MHRE = 957.50EX-MHRE = 957.29EX-MHRE = 957.12INV(N)=948.37INV(S)=948.22INV(W)=947.62EX-MHRE = 956.09INV(NW)=952.09INV(E)=952.04EX-MHRE = 956.69INV(N)(E)=948.39EX-MHRE = 955.64INV(S)=952.59EX-MHRE = 955.82INV(S)=955.82INV(N)(E)EX-MHRE = 956.67EX-MHRE = 956.17EX-MHRE = 956.5712" INV(N)=950.4424" INV(S)=950.1424" INV(W)=950.09EX-MHRE = 954.7724" INV(W)(E)=949.97EX-MHRE = 954.74INV(N)=949.39INV(S)=949.44INV(NW)=949.39INV(E)=9949.44EX-MHRE = 954.16INV(NE)=951.31INV(W)=951.06EX-MHRE = 954.04INV(E)=950.89INV(S)=950.79EX-MHRE = 955.70EX-MHRE = 955.90EX-MHRE = 955.40INV(W)=947.45INV(E)=947.50EX-MHRE = 955.42INV(W)=947.22INV(E)=947.32EX-MHRE = 955.47INV(N)(S)=930.42EX-MHRE = 956.32EX-MHRE = 954.85EX-MHRE = 955.55INV(W)(S)=929.80SB-6SB-5SB-4SB-3SB-2SB-1PROPOSED MULTI-TENANTBUILDING7,227 SFFFE = 958.75MH-30RE=956.51IE=946.84 (N)IE=944.84 (W)MH-29RE=955.26IE=948.06 (E)IE=947.86 (S)SANITARY SEWER STUB-32IE=948.35 (W)VERIFY WITH MEP28 LF-6" PVC @1.04%98 LF-6" PVC @ 1.04%5 LF-6" PVC @1.04%CONNECTTO EX. 6"PVC STUBCBMH-105RE=956.75IE=952.24 (W)IE=952.24 (SE)CBMH-103RE=956.68IE=951.38 (N)IE=951.38 (S)CBMH-104RE=956.68IE=951.88 (NW)IE=951.88 (S)CBMH-102RE=956.48IE=950.93 (N)IE=950.93 (W)CB 2' x 3'-106RE=956.02IE=952.61 (E)124 LF-12" STM SWR @ 0.30%72 LF-12" STM SWR @ 0.50%99 LF-15" STM SWR @ 0.50%91 LF-18" STM SWR @ 0.50%150 LF-18" STM SWR @ 0.50%EX-MHRE=956.57CORE DRILL IE=950.15 (E)IE=950.14 (S)IE=950.09 (W)IE=950.44 (N)6" x 2" TEE4"-45° BEND6"-45° BEND6"-45° BEND4"-45° BENDWATERMAIN STUBVERIFY WITH MEPWATERMAIN STUBVERIFY WITH MEP9 LF-6" PVCC9007 LF-6" PVCC900108 LF-6" PVC C900 18 LF-2" TYPE KCOPPER2 LF-4" PVCC9006 LF-4" PVCC90014 LF-4" PVCC9006 LF-18" STMSWR @ 0.50%CBMH-101RE=956.60IE=950.18 (E)IE=950.18 (W)SHEET NUMBER:DATE:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0051895.00\DWG\CIVIL\0051895UT01.DWG 07/16/2024SI SENOR RESTAURANTC400 ALBERTVILLE, MN SI SENOR RESTAURANTUTILITY PLAN 07/16/2024 . . . 07/16/2024 7455 VILLAGE DR STE. 110 LINO LAKES, MINNESOTA 55014 THIELEN & GREEN 43019 GRETCHEN SCHROEDERNOT FOR CONSTRUCTION© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0051896.00SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINEASEMENT LINEPROPERTY LINEWATHYDRANTGATE VALVELIGHT POLEGASGASPUGUNDERGROUND ELECTRICTUGUNDERGROUND TELEPHONEPOHOVERHEAD ELECTRICTOHOVERHEAD TELEPHONEFOTELEPHONE FIBER OPTICCTVCABLE TELEVISIONCURB AND GUTTERUTILITY LEGEND1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATIONSHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFYEXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.2. ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALLBE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THECURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINEINSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THECITY ENGINEERS ASSOCIATION OF MINNESOTA.3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATEAND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEERTHAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THECONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER.4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION ANDDIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS ANDEXACT BUILDING UTILITY CONNECTION LOCATIONS.5. ALL PRIVATE LARGE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESPECIFICATIONS OF THE LOCAL JURISDICTION AND MINNESOTA PLUMBING CODE. ALL SMALL /DRY UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THEAPPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINECONSTRUCTION WITH THE UTILITY COMPANIES.6. CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, ANDUTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIREDTESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSETO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SOBY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONSOF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR.7. WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FORADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THEJOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPEMANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TOCONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION.8. PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS.9. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGSWITH SANITARY SEWER OR STORM SEWER AND WATER LINES SHALL CROSS ABOVE ANY SEWER.IF THIS IS NOT ACHIEVABLE, SANITARY AND STORM SEWER SHALL BE CONSTRUCTED OF AMATERIAL APPROVED FOR USE WITHIN A BUILDING AND AS LISTED IN TABLE 701.2 OF THEMINNESOTA PLUMBING CODE. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTIONWITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER.10. UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISESHOWN OR NOTED.11. DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATERLINES SHALL BE TYPE K PER ASTM B88. PVC WATER LINES SHALL BE PER AWWA C900 ANDINSTALLED PER AWWA C605 IF ALLOWED BY CITY.12. ALL WATER LINES SHALL HAVE 8' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 8' OFCOVER. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4INCHES OF THICKNESS.13. SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE AND NOT WITHIN 10' OF WATER LINESHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATERTHAN 15 FEET. SANITARY AND STORM SEWER PIPE WITHIN 10 FEET OF THE BUILDING ANDUNDER FOOTINGS, AND WITHIN10 FEET OF WATER LINE SHALL BE SCHEDULE 40 PER ASTMD2665. ALL PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTSMUST INCLUDE USE OF A PRIMER WHICH IS OF A CONTRASTING COLOR TO THE PIPE ANDCEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TO MINNESOTA PLUMBINGCODE, PART 712.0.14. STORM SEWER PIPE:A. RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCYOR MN DEPARTMENT OF LABOR .B. REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER,CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED, PER ASTM C76,WITH GASKETS PER ASTM C443.C. HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTOM252. HDPE STORM PIPE 12- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OFASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PER ASTM D2321.D. PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 ANDINSTALLED PER ASTM D2321.E. CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEET ASTM A760OR ASTM A796 AND BE INSTALLED PER ASTM A798. CMP MAY NOT BE INSTALLED WITHIN10-FEET OF A WATERMAIN, WATER SERVICE, OR A BUILDING.F. ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT ORWATERTIGHT AS REQUIRED BY MINNESOTA PLUMBING CODE, PART 707.3. STORM SEWERLOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PERMINNESOTA PLUMBING CODE, PART 712.15. ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PERMINNESOTA PLUMBING CODE 604.10.1.16. POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING AWWASTANDARD C509 AND CITY STANDARDS. VALVE TO BE MECHANICAL JOINT RESILIENT WEDGEGATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET WATER MAIN DEPTH. THE ELECTRICAL ALARMSWITCH SHALL BE PART NO. PCVS2 (OR EQUIVALENT).17. AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITHAN AS-BUILT RECORD OF UTILITY CONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATIONAND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNEROR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED.18. ALL MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ONPLAN REFLECT THE SUMPED ELEVATIONS.19. ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS INPAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPEDELEVATIONS.GENERAL UTILITY NOTESSExhibit EAgenda Page 46 HHTTTSPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGTUGTUGTUGTUGTUGTUGGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASTUGTUGTUGTUGTUGTUG TUG TUG TUG TUG TUGTUGTUGTUGTUGTUGTUGTUGTUGTUGACCESSACCESSCONCRETE SIDEWALK CONCRETE SIDEWALKASPHALT SIDEWALKASPHALT SIDEWALK STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STO STO STO STO STOWATSAN9666823101015PROPOSED MULTI-TENANTBUILDING7,227 SFFFE = 958.759666823101015PROPOSED MULTI-TENANTBUILDING7,227 SFFFE = 958.75HHTTTSPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGTUGTUGTUGTUGTUGTUGGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASTUGTUGTUGTUGTUGTUG TUG TUG TUG TUG TUGTUGTUGTUGTUGTUGTUGTUGTUGTUGACCESSACCESSCONCRETE SIDEWALK CONCRETE SIDEWALKASPHALT SIDEWALKASPHALT SIDEWALK STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STO STO STO STO STOWATSANBBBAAAACABCCDCCCBAADCODEQTYCOMMON / BOTANICAL NAMESIZE SPACING O.C. MATURE SIZEDECIDUOUS TREES 1AGGAUTUMN GOLD GINKGO / GINKGO BILOBA 'AUTUMN GOLD'2" CAL. AS SHOWN H 40-50` W 25-35`ORNAMENTAL TREES 7TCHTHORNLESS COCKSPUR HAWTHORN / CRATAEGUS CRUS-GALLI INERMIS1.5" CAL. AS SHOWN H 15-20' W 15-20'SSCSPRING SNOW CRABAPPLE / MALUS X 'SPRING SNOW'1.5" CAL. AS SHOWN H 20-25` W 15-20`CONIFEROUS SHRUBS 32PDNPUMILA DWARF NORWAY SPRUCE / PICEA ABIES 'PUMILA'#5 CONT. 4`-0" O.C. H 3-5` W 3-5`LMPLAKEVIEW MUGO PINE / PINUS MUGO 'LAKEVIEW'#5 CONT. 4`-0" O.C. H 4-6` W 3-5`TAYTAUNTON'S YEW / TAXUS X MEDIA 'TAUNTONII'#5 CONT. 4`-0" O.C. H 3-5` W 3-5`DECIDUOUS SHRUB 22AFDARCTIC FIRE® RED TWIG DOGWOOD / CORNUS SERICEA 'FARROW'#5 CONT. 4`-0" O.C. H 3-5` W 3-5`DBHBUSH HONEYSUCKLE / DIERVILLA LONICERA#5 CONT. 3`-0" O.C. H 2-3` W 2-3`GLSGRO-LOW FRAGRANT SUMAC / RHUS AROMATICA 'GRO-LOW'#5 CONT. 5`-0" O.C. H 2-3` W 4-6`PERENNIALS 80HRDHAPPY RETURNS DAYLILY / HEMEROCALLIS X 'HAPPY RETURNS'#1 CONT. 18" O.C.H 15-18" W16-20"ACBNORTHERN EXPOSURE™ AMBER CORAL BELLS / HEUCHERA X 'TNHEUNEA'#1 CONT 18" O.C.H 12-18" W18-24"LSRLITTLE SPIRE RUSSIAN SAGE / PEROVSKIA ATRIPLICIFOLIA 'LITTLE SPIRE'#1 CONT. 18" O.C.H 2-3` W 14-18"GRASSES 142KFGKARL FOERSTER FEATHER REED GRASS / CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'#1 CONT30" O.C. H 4-5` W 2-3`SOBSTANDING OVATION LITTLE BLUESTEM / SCHIZACHYRIUM SCOPARIUM 'STANDING OVATION'#1 CONT.24" O.C.H 3-4` W 18-24"SHEET NUMBER:DATE:Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: N:\0051895.00\DWG\CIVIL\0051895PL01.DWG 07/16/2024SI SENOR RESTAURANTL100 ALBERTVILLE, MN SI SENOR RESTAURANTLANDSCAPE PLAN 07/16/2024 . . . 07/16/2024 7455 VILLAGE DR STE. 110 LINO LAKES, MINNESOTA 55014 THIELEN & GREEN 44018 JEFF WESTENDORFNOT FOR CONSTRUCTION© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0051896.00IMPERVIOUS SURFACE (75%):46,078 SF (1.06 AC)LANDSCAPED GREEN SPACE (25%): 15,410 SF (.35 AC)COVERAGE AREA SUMMARYPLANT SCHEDULELANDSCAPE LEGENDSHRUBS DECIDUOUS TREEORNAMENTAL TREEPERENNIALSEDGERA SHREDDED HARDWOOD MULCH (TYP.)B EDGER (TYP.)C SOD (TYP.)D GENERAL TURF SEED MIXALANDSCAPE KEYNOTESABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT MIN. =MINIMUM O.C. = ON CENTER QTY .= QUANTITY CONT. = CONTAINERNOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY.SEEDING NOTESGENERAL TURF SEED MIXSOUTHERN BOULEVARD (SB) / MN/DOT 25-131 LOW MAINTENANCE TURF(OR A MIX COMPRISED OF SIMILAR VARIETIES OF GRASSES TO BE APPROVED BYLANDSCAPE ARCHITECT). SEED MIX AVAILABLE FROM TWIN CITIES SEEDCOMPANIES (twincityseed.com, 1.800.545.TURF)SEED MIX TO BE APPLIED AT RATE RECOMMENDED BY SUPPLIERSEED MIX TO BE APPLIED DURING RECOMMENDED PLANTING SEASON, ANDUSING AN APPROVED METHOD, AS FOUND IN THE MN-DOT SEEDING MANUAL.REQUIRED PLANTINGS:IN ADDITION TO REQUIRED GROUND COVER AND EXCLUSIVE OF BUFFERING OR SCREENING, ALL NEWRESIDENTIAL SUBDIVISIONS, SEMIPUBLIC AND ALL INCOME PRODUCING PROPERTY USES SHALL BELANDSCAPED USING ORNAMENTAL GRASS, SHRUBS, TREES, WITHIN ONE YEAR FOLLOWING THE DATEOF BUILDING OCCUPANCY.·A MINIMUM OF ONE SHADE TREE OR EVERGREEN TREE SHALL BE PROVIDED PERNONRESIDENTIAL LOT.·A MINIMUM OF SIXTEEN (16) ORNAMENTAL TREES OR SHRUBS SHALL BE PROVIDED PER STREETSIDE OF NONRESIDENTIAL LOTS.INTERIOR PARKING LOT LANDSCAPING:·ALL PARKING LOTS SHALL BE DESIGNED TO INCORPORATE UNPAVED LANDSCAPE ISLANDS ASREQUIRED BY CITY.·ALL LANDSCAPE ISLANDS SHALL BE PROVIDED WITH DECIDUOUS SHADE TREES, ORNAMENTALOR EVERGREEN TREES, PLUS GROUNDCOVER, MULCH OR SHRUBBERY.·WITHIN OFF STREET PARKING FACILITIES FOR COMMERCIAL USES OF FIFTY (50) OR MORE STALLS,IRRIGATED LANDSCAPE ISLANDS SHALL BE PROVIDED AT A RATE OF ONE HUNDRED EIGHTY (180)SQUARE FEET PER TWENTY FIVE (25) SURFACE STALLS OR FRACTION THEREOF.++CITY REQUIREMENTS MET++LANDSCAPE SUMMARYLAST REVISED:10/23/18SHRUB & PERENNIALCONTAINER PLANTINGLA27-CN.T.S.2XCONT.DIAMETERSET CONTAINER ROOT SOIL ONUNDISTURBED SUBSOIL OR MILDCOMPACTED SOIL FOR DEPTH TO MATCHFINISH GRADESCARIFY SIDES AND BOTTOM OF HOLE.DEPTH PER CONTAINER SOIL DEPTHBACKFILL PLANT PIT WITH SPECIFIEDPLANTING SOIL OR AS APPROVEDEDGING AT PLANTING BEDS, AS SPECIFIED,ADJACENT TO LAWN AREASMULCH AS SPECIFIED (AND FILTER FABRIC,AS INDICATED)REMOVE CONTAINER, SCARIFY SIDES, ANDSET SOIL MASS ON COMPACTED SOIL BASEMOUND, MATCHING SHRUBS NATURALGROUNDLINE WITH FINISHED GRADELAST REVISED:10/19/18DECIDUOUS TREEPLANTINGLA28N.T.S.SET ROOT BALL ON UNDISTURBED SUBSOILOR COMPACTED SOIL MOUND MATCHINGTREES NATURAL GROUNDLINE WITH FINISHEDSITE GRADE.REFER TO AMERICAN STANDARD FORNURSERY STOCK FOR MINIMUM BALL SIZE.ROOT FLARE TO BE PLANTED AT OR NEARFINISHED GROUNDLINE.SCARIFY SIDES AND BOTTOM OF HOLE.BACKFILL PLANT PIT WITH SPECIFIED BACKFILLSOIL.FORM 3" DEEP WATERING BASIN.PLACE MULCH, DEPTH AS SPECIFIED, OVERPLANT PITS - DO NOT PILE AGAINST TRUNK.TREE WRAP MATERIAL FROM GROUNDLINEUPWARD TO FIRST BRANCHES, AS REQUIRED.PRUNE OUT MISDIRECTED BRANCHES.PROVIDE ONE CENTRAL LEADER.GUYING AND STAKING, AS REQUIRED, FORONE (1) YEAR ON ALL DECIDUOUS ANDCONIFEROUS TREES:TOP STAKES 5' ABOVE GROUND (MAX.)OR TO FIRST BRANCH. BOTTOM OFSTAKE 3' (MIN.) BELOW GROUND.STAKING POSTS TO BE 2"X2" STAINEDWOOD OR PAINTED STEEL DELINEATORPOSTS. PLACE 3 POSTS EQUIDISTANTAROUND AND OUTSIDE ROOT BALL.SECURE TREE TO POSTS WITH 16" LONGPOLYPROPYLENE OR POLYETHYLENE, 40MIL., 1.5" WIDE STRAP.2XBALLDIAMETERSET ROOT BALL ON UNDISTURBED SUBSOILOR COMPACTED SOIL MOUND MATCHINGTREES NATURAL GROUNDLINE WITHFINISHED SITE GRADE.REFER TO AMERICAN STANDARD FORNURSERY STOCK FOR MINIMUM BALL SIZE.ROOT FLARE TO BE PLANTED AT OR NEARFINISHED GROUNDLINE.SCARIFY SIDES AND BOTTOM OF HOLE.BACKFILL PLANT PIT WITH SPECIFIEDBACKFILL SOIL.FORM 3" DEEP WATERING BASIN.PLACE MULCH, DEPTH AS SPECIFIED, OVERPLANT PITS - DO NOT PILE AGAINST TRUNK.PRUNE OUT MISDIRECTED BRANCHES.PROVIDE ONE CENTRAL LEADER.GUYING AND STAKING, AS REQUIRED, FORONE (1) YEAR ON ALL DECIDUOUS ANDCONIFEROUS TREES:TOP STAKES 5' ABOVE GROUND (MAX.)OR TO FIRST BRANCH. BOTTOM OFSTAKE 3' (MIN.) BELOW GROUND.STAKING POSTS TO BE 2"X2" STAINEDWOOD OR PAINTED STEEL DELINEATORPOSTS. PLACE 3 POSTS EQUIDISTANTAROUND AND OUTSIDE ROOT BALL.SECURE TREE TO POSTS WITH 16" LONGPOLYPROPYLENE OR POLYETHYLENE, 40MIL., 1.5" WIDE STRAP.2XBALLDIAMETERLAST REVISED:10/19/18EVERGREEN TREEPLANTINGLA29N.T.S.1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OFALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL.2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS.3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THEIMMEDIATE AREA.4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BIDAND/OR QUOTE BY THE LANDSCAPE CONTRACTOR.5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THEDATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING.REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING.6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO,BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS:ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC.ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES.ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES.ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING.CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESSTHAN 5:3.7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION)REQUIREMENTS FOR SIZE AND TYPE SPECIFIED.8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES.9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY;TEMPORARY ONLY.10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED &BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR.WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLYABOVE FINISHED GRADE.11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS.12. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OFEXISTING AND PROPOSED TREES.13. WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST.14. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR.15. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING.LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS.16. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW)AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, ANDLARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 6" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12"DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS.17. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDSSHALL HAVE 4" DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDED HARDWOOD MULCH TO BE USED AROUNDALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDEDHARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND NATURAL COLORED, OR APPROVEDEQUAL. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE).18. EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE,AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NOGREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUTDAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPEDDEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, ORRAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS(WHERE APPLICABLE).19. ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BESODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS. SOD TO BE STANDARDMINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TOREMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED ANDPER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN.20. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPECONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FORAPPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS,AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUPDURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALLINFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR.21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLYESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR.22. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THESITE DISTURBED DURING CONSTRUCTION.23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER.PLANTING NOTESExhibit FAgenda Page 47 TRASHPROPERTY LINESETBACK LINESETBACK LINESETBACK LINEPROPERTY LINEHATCH INDICATES EXISTING DRAINAGE + UTILITY EASEMENTHATCH INDICATES EXISTING DRAINAGE + UTILITY EASEMENTSETBACK (FRONT)35' - 0"SETBACK (REAR)35' - 0"15' - 0 1/8"10' - 0"6 STALLS6 STALLS9 STALLS8 STALLS33 STALLS15 STALLS10 STALLSREDUCE EXISTING APRONMAIN ENTRANCEPROPOSED BUILDING PAD @ +/-7,227 SFELECTRETAIL: 2,493 GSFRESTAURANT: 4,734 GSF016 STALLS0101010101020304030403040506060606070707EIFS-1BRK-16' - 0"4' - 0"2' - 0"ScaleDateDrawn ByChecked ByProject NumberISSUEDATE7455 VILLAGE DRIVE, SUITE #110LINO LAKES, MN 55014763-553-7927WWW.TANDGARCH.COMCITY STAMP AREAPRELIMINARYNOT FOR CONSTRUCTIONORTIZ FAMILY RESTAURANTS5292 KYLER AVE NEALBERTVILLE, MN 55301218-204-0528ORTIZRESTAURANTS@HOTMAIL.COM7/16/2024 9:14:03 AMAs indicatedA050ARCHITECTURAL SITE PLANKMTKPG06/26/2024286_20245292 KYLER AVE NEALBERTVILLE, MN 55301CONCEPTUAL DESIGNSCHEMATIC DESIGNPLANNING & ZONING SUBMITTALPERMIT & BID SETFOR CONSTRUCTION01/09/202407/02/202407/16/2024TBDTBDSI SENOR MEXICANRESTAURANTGENERAL SITE PLAN NOTES1. ARCHTIECTURAL SITE PLAN IS FOR REFERENCE ONLY -CIVIL ENGINEERING IS A DEFERRED SUBMITTAL PROVIDED BY THE OWNER AS NEEDED; NOT IN CONTRACT2. ALL GROUND MOUNTED EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW -TYPICAL3. ALL SIGNAGE SHOWN FOR REFERENCE ONLY -PROVIDED BY OTHERS UNDER A DEFERRED SUBMITTAL4. ALL EXTERIOR LIGHTING SHOWN FOR REFERENCE ONLY -REFER TO DESIGN-BUILD ELECTRICAL DRAWINGS FOR ADD. INFO. -REFER TO EXTERIOR ELEVATIONS FOR BUILDING MOUNTED FIXTURES -COORDINATE FINAL LOCATIONS WITH OWNER IN FIELD PRIOR TO INSTALLATION5. GC TO VERIFY THAT ALL ENTRANCE LANDINGS ARE FLUSH WITH FINISHED FLOOR AND PATCH/ REPAIR AS REQUIRED6. GC TO VERIFY THAT ALL PAVED SURFACES ADJACENT TO THE BUILDING SLOPE AWAY TO PROVIDE POSITIVE DRAINAGE1" = 20'-0"1ARCHITECTURAL SITE PLANSITE PLAN KEYNOTES01BUILDING ENTRY/ EXIT STOOP LOCATION - REFER TO STRUCT.TYPICAL STOOP DETAIL FOR ADD. INFO - SLOPE AWAY FROM BLDGAT MAX 2% - MAINTAIN ADA REQ. PER 2020 MAC02BUILDING FOOTPRINT - REFER TO PLAN SET FOR ADD INFO03REFER TO CIVIL DWGS FOR EXTENTS OF LANDSCAPING - SHOWNFOR REFERENCE ONLY04SEE CIVIL DWGS FOR MODIFICATION OF EXISTING SITE05TRASH ENCLOSURE - SEE 051 FOR ADD INFO06ACCESSIBLE STALL - SEE CIVIL DWGS FOR ADD INFO07LIGHT POLE LOCATIONS - REFER TO ELEC DWGS - GC TO PROVIDEPOWER AS REQ - SHOWN AS REFERENCEZONED: B-2, LIMITED BUSINESS DISTRICT + COMMERCIAL PUD OVERLAYCONDITIONAL USE: RESTAURANTS WITHOUT DRIVE-THRU SERVICESBUILDING STANDARDS- MAX HEIGHT 35'-0"PARKING REQUIREMENTSSIZE - 9'X20' SPACE DIMENSIONS, MIN - 24' 2-WAY DRIVE AISLESRESTAURANT - AT LEAST 1 SPACE FOR EACH 40 SQUARE FEET OF GROSS FLOOR AREA OF DINING AND BAR AREA AND 1 SPACE FOR EACH 80 SQUARE FEET OF KITCHEN AREA2928 / 40 = 73.2 STALLS (DINING)1518 / 80 = 18.97 STALLSTOTAL = 92.175 STALLS (INCLUDING 4 ADA STALLS); 96 PROVIDEDRETAIL - AT LEAST 8 SPACES OR 1 SPACE FOR EACH 200 SQUARE FEET DEVOTED TO PUBLIC SALES OR SERVICE, PLUS 1 SPACE FOR EACH 500 SQUARE FEET OF STORAGE AREA; OR AT LEAST 8 SPACES OR 1 SPACE FOR EACH EMPLOYEE ON THE MAXIMUM SHIFT, WHICHEVER IS APPROPRIATEZONING INFORMATION (B-2)1100.4: BUILDING TYPE AND CONSTRUCTION: A. EXTERIOR MATERIALS: NO GALVANIZED OR UNFINISHED STEEL, GALVALUM OR UNFINISHED ALUMINUM BUILDINGS (WALLS OR ROOFS), EXCEPT THOSE SPECIFICALLY INTENDED TO HAVE A CORROSIVE DESIGNED FINISH SUCH AS CORTEN STEEL, SHALL BE PERMITTED IN ANY ZONING DISTRICT, EXCEPT IN ASSOCIATION WITH FARMING OPERATIONS OR AS ALLOWED BY SECTION 1000.4 OF THIS ORDINANCE. B. ARCHITECTURE AND AESTHETICS: BUILDINGS IN ALL ZONING DISTRICTS SHALL MAINTAIN A HIGH STANDARD OF ARCHITECTURAL AND AESTHETIC COMPATIBILITY WITH SURROUNDING PROPERTIES TO ENSURE THAT THEY WILL NOT ADVERSELY IMPACT THE PROPERTY VALUES OF THE ABUTTING PROPERTIES OR ADVERSELY IMPACT THE PUBLIC HEALTH, SAFETY, AND GENERAL WELFARE. C. EXTERIOR FINISHES: EXTERIOR BUILDING FINISHES SHALL CONSIST OF MATERIALS COMPARABLE IN GRADE AND QUALITY TO THE FOLLOWING: 1. BRICK. 2. NATURAL STONE. 3. DECORATIVE CONCRETE BLOCK. 4. CAST IN PLACE CONCRETE OR PRECAST CONCRETE PANELS. 5. WOOD, PROVIDED THE SURFACES ARE FINISHED FOR EXTERIOR USE AND WOOD OF PROVEN EXTERIOR DURABILITY IS USED, SUCH AS CEDAR, REDWOOD OR CYPRESS. 6. CURTAIN WALL PANELS OF STEEL, FIBERGLASS AND ALUMINUM(NONSTRUCTURAL, NONLOAD BEARING), PROVIDED SUCH PANELS ARE FACTORY FABRICATED AND FINISHED WITH A DURABLE NONFADE SURFACE, AND THEIR FASTENERS ARE OF A CORROSION RESISTANT DESIGN. 7. GLASS CURTAIN WALL PANELS. 8. STUCCO. 9. VINYL. 10. OTHER MATERIALS DETERMINED TO BE ACCEPTABLE BY THE CITY COUNCIL.REVISION SCHEDULENO. DESCRIPTION DATE1/4" = 1'-0"2TYP TRASH ENCLOSURE WALLAgenda Page 48 BBx24"54"74"-POST4-TIERx18"60"74"-POST4-TIERx18"60"74"-POST4-TIERx18"60"74"-POST4-TIERx18"60"74"-POST4-TIERx18"60"74"-POST4-TIERx18"60"74"-POST4-TIERx18"60"74"-POST4-TIERx18"48"74"-POST4-TIERx24"60"74"-POST4-TIERx24"60"74"-POST4-TIERx24"48"74"-POST4-TIERx24"60"74"-POST4-TIERx24"60"74"-POST4-TIERx24"48"74"-POST4-TIERx18"54"74"-POST5-TIERx18"60"74"-POST4-TIERx18"60"74"-POST4-TIERx18"54"74"-POST5-TIERx18"60"74"-POST4-TIERx18"60"74"-POST4-TIERx18"60"74"-POST4-TIERx18"60"74"-POST4-TIERx18"60"74"-POST4-TIERx24"48"74"-POST5-TIERx24"48"74"-POST5-TIERx24"48"74"-POST5-TIERFPPJJJGFCIJJJJBBJJJJAPPLICABLE CODESBUILDING CODE: 2020 MINNESOTA STATE BUILDING CODEENERGY CODE: 2024 MINNESOTA ENERGY CODEACCESSIBILITY: 2020 MINNESOTA ACCESSIBILITY CODEMECHANICAL: 2020 MECHANICAL AND FUEL GAS CODEPLUMBING: 2020 MINNESOTA PLUMBING CODE FIRE: 2020 MINNESOTA FIRE CODEELECTRICAL: MINNESOTA ELECTRICAL CODECHAPTER 3: USE AND OCCUPANCY CLASSIFICATIONPROPOSED OCCUPANCY: "A-2" (RESTAURANT), "B" (OFFICE)/"M" (RETAIL)CHAPTER 5: BUILDING HEIGHTS AND AREASPROJECT AREA: 7,227 USF"A-2" = 4,734 USF"B" = 2,493 USFCONSTRUCTION TYPE: V-BBUILDING SPRINKLED: YES504.3 ALLOWABLE BUILDING HEIGHT: 60'-0"504.4 ALLOWABLE STORIES: 2 STORIES506.2 ALLOWABLE AREA:24,000 SF ALLOWABLECHAPTER 6: TYPES OF CONSTRUCTIONEXISTING BUILDING CONSTRUCTION TYPE:V-BPRIMARY STRUCTURAL FRAME:0EXTERIOR BEARING WALLS:0INTERIOR BEARING WALLS:0NONBEARLING EXTERIOR WALLS AND PARITIONS:0 (10 < X < 30)NONBEARING INTERIOR WALLS AND PARTIONS:0FLOOR CONSTRUCTION:0ROOF CONSTRUCTION:0CHAPTER 8: INTERIOR FINISHESOCCUPANCY GROUP: "A-2" (RESTAURANT)SPRINKLED: YES803.13 INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS: BCORRIDORS AND EXIT ENCLOSURE FOR EXIT ACCESS STAIRWAYS:BROOMS AND ENCLOSED SPACES:CCHAPTER 10: MEANS OF EGRESS1004 FUNCTION OF SPACE: "A-2" (RESTAURANT), INDOORROOM# ROOM NAME LOAD FACTOR OCCUPANT LOAD(PER 1004.5)• 100 VESTIBULEACCESSORY000.00• 101 HOST150 / 0142000.95• 102 DINING015 / 1372091.46• 103 BAR015 / 0545036.33• 104 SERVICE200 / 0170000.85• 105 CORRIDORACCESSORY000.00• 106 MEN'SACCESSORY000.00• 107 WOMEN'SACCESSORY000.00• 108 KITCHEN200 / 1348006.74• 109 BEER COOLER 300 / 0136000.45• 110 RISER ROOM 200 / 0113000.56• 111 WALK-IN300 / 0169000.56TOTAL INDOOR OCCUPANT LOAD: 137.911004 FUNCTION OF SPACE: "A-2" (RESTAURANT), OUTDOORROOM# ROOM NAME LOAD FACTOR OCCUPANT LOAD(PER 1004.5)• 121 COVERED PATIO 015 / 0456030.40• 122 COVERED PATIO 015 / 0453030.20• 123 OUTDOOR PATIO 015 / 1156077.06TOTAL OUTDOOR OCCUPANT LOAD: 137.66TOTAL OCCUPANT LOAD: 275.571006.2 NUMBER OF EXITS:2 REQUIRED; 5 PROVIDED1006.2.1 COMMON PATH OF EGRESS TRAVEL: <100'-0" REQUIRED; 16'-10" PROV1017.2 EXIT ACCESS TRAVEL DISTANCE: <300'-0" REQUIRED; 93'-9" PROV1020.1 CORRIDORS CONSTRUCTION: 0-HOUR RATED WITH SPRINKLERSYSTEMCHAPTER 29: PLUMBING SYSTEMS2902.01MINIMUM NUMBER OF FIXTURES• GROUP "A-2" (RESTAURANT):• REQUIRED: 3.68 WC, 1.38 LAV• WC: 1 PER 75 PER SEX• LAV: 1 PER 200 PER SEX• SERVICE SINK: 1• 275.57 / 2 = 137.79 MALE/ FEMALE• 137.79 / 75 = 1.84 WC EACH• 137.79 / 200 = 0.68 LAV EACH• PROVIDED: 4.00 WC, 4.00 LAVOCCUPANTS00"0.0"00EXIT WIDTH REQ.EXIT WIDTH PROV.FFIRE EXTINGUISHER LOCATION - FINAL LOCATION BY G.C. (MAX SEPARATION TRAVEL DISTANCE 75''-0")EGRESS ROUTEEXISTING AREA WITHIN LEASE SPACE TO REMAIN (NOT IN SCOPE)EXISTING AREA OUTSIDE OF LEASE SPACE TO REMAIN (NOT IN SCOPE)1004 FUNCTION OF SPACE: "B" (BUSINESS), INDOORROOM# ROOM NAMELOAD FACTOR OCCUPANT LOAD(PER 1004.5)• 113 BUSINESS150 / 2395015.97TOTAL OCCUPANT LOAD: 015.971006.2 NUMBER OF EXITS:2 REQUIRED; 2 PROVIDED1006.2.1 COMMON PATH OF EGRESS TRAVEL: <75'-0" REQUIRED; 63'-6" PROV1017.2 EXIT ACCESS TRAVEL DISTANCE: <250'-0" REQUIRED; 63'-6" PROV1020.1 CORRIDORS CONSTRUCTION: 0-HOUR RATED WITH SPRINKLERSYSTEMABD129 SFRISER ROOM1124' - 3"53 SFVESTIBULE1011380 SFDINING110532 SFBAR10398 SFMEN'S109105 SFWOMEN'S108124 SFCORRIDOR105159 SFSERVICE1041289 SFKITCHEN106136 SFWAITING/ HOST1021151 SFCOVERED PATIO114SERVER STATION153 SFBEER COOLER1072395 SFBUSINESS113250 SFELECTRICAL/STORAGE111F72"13"6536"13"651/3 DISTANCE = 32'-11"99' - 3 1/8"(X8)6' - 0"FMAX TRAVEL DISTANCE = 93'-9"TENANT BUILDOUT UNDER SERPERATE PERMITMAX TRAVEL = 63'-6"42"0.8"442"0.8"4ScaleDateDrawn ByChecked ByProject NumberISSUEDATE7455 VILLAGE DRIVE, SUITE #110LINO LAKES, MN 55014763-553-7927WWW.TANDGARCH.COMCITY STAMP AREAPRELIMINARYNOT FOR CONSTRUCTIONORTIZ FAMILY RESTAURANTS5292 KYLER AVE NEALBERTVILLE, MN 55301218-204-0528ORTIZRESTAURANTS@HOTMAIL.COM7/16/2024 9:14:58 AMAs indicatedA001CODE PLANKMTKPG06/26/2024286_20245292 KYLER AVE NEALBERTVILLE, MN 55301CONCEPTUAL DESIGNSCHEMATIC DESIGNPLANNING & ZONING SUBMITTALPERMIT & BID SETFOR CONSTRUCTION01/09/202407/02/202407/16/2024TBDTBDSI SENOR MEXICANRESTAURANTCODE INFORMATIONCODE PLAN LEGENDLIFE SAFETY PLAN NOTES1. REFER TO DOOR SCHEDULE FOR ADDITIONAL ACCESSIBILITY AND/ OR EGRESSREQUIREMENTS2. CONTINUATION OF ACCESSIBLE AND EGRESS ROUTE OF TRAVEL BEYOND THEAREA OF WORK BY OTHERS3. EXITS, EXIT SIGNS, FIRE ALARM PANELS, HOSE CABINETS, FIRE EXTINGUISHERLOCATIONS, AND STANDPIPE CONNECTIONS (AS APPLICABLE) SHALL NOT BECONCEALED BY CURTAINS, MIRRORS, OR OTHER DECORATIVE MATERAIL(S)4. ALL EXIT DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDEWITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORTREVISION SCHEDULENO. DESCRIPTION DATE3/16" = 1'-0"1CODE PLANExhibit G Agenda Page 49 FINISH FLOOR -100' -0" T.O. WALL OH -88' -0" T.O. PARAPET 1 -81' -0" T.O. PARAPET 2 -79' -6" FAUX WOOD RAFTERS MASONRY LOW WALL W/ CAP TO MATCH CANVAS AWNING PREFINISHED MTL GUTTERS OVER 1X10 FASCIA 02 040301 05 FINISH FLOOR -100' -0" T.O. ROOF -83' -6" T.O. WALL OH -88' -0" 5 EX03 T.O. PARAPET 1 -81' -0" T.O. PARAPET 2 -79' -6" SIGNAGE BY OTHERS FAUX WOOD RAFTERS WALL SCONCEMASONRY LOW WALL W/ CAP TO MATCH PREFINISHED MTL GUTTERS OVER 1X10 FASCIA A B D 8' - 2 1/4"PREFINISHED MTL AWNING 10' - 0"28' - 0" MTL-1 EIFS-1 EIFS-1EIFS-1 BRK-1 EIFS-1 EIFS-1BRK-1 2 A170 FINISH FLOOR -100' -0" T.O. ROOF -83' -6" T.O. WALL OH -88' -0" T.O. PARAPET 1 -81' -0" T.O. PARAPET 2 -79' -6" A B D 8' - 0"6' - 0"MASONRY THIN BRICK W/ CAP TO MATCH 020403 0105 T.O. ROOF -83' -6" 2" EIFS OVER DENSGLASS SHEATHING OVER 2X6 WD STUD @ 16" O.C. - TYP.PARAPET (ROOF SCREEN MAX)9' - 6"Scale Date Drawn By Checked By Project Number ISSUE DATE 7455 VILLAGE DRIVE, SUITE #110 LINO LAKES, MN 55014 763-553-7927 WWW.TANDGARCH.COM CITY STAMP AREA PRELIMINARY NOT FOR CONSTRUCTION ORTIZ FAMILY RESTAURANTS 5292 KYLER AVE NE ALBERTVILLE, MN 55301 218-204-0528 ORTIZRESTAURANTS@HOTMAIL.COM 7/16/2024 9:05:06 AMAs indicated EX03 CONCEPTUAL ELEVATIONS KPG, KMT KPG 06/26/2024 286_20245292 KYLER AVE NEALBERTVILLE, MN 55301CONCEPTUAL DESIGN SCHEMATIC DESIGN PLANNING & ZONING SUBMITTAL PERMIT & BID SET FOR CONSTRUCTION 01/09/2024 07/02/2024 07/16/2024 TBD TBDSI SENOR MEXICANRESTAURANT1/8" = 1'-0"1 CONCEPTUAL SOUTH EXTERIOR ELEVATION 3/16" = 1'-0"2 CONCEPTUAL WEST EXTERIOR ELEVATION 3/16" = 1'-0"3 CONCEPTUAL EAST EXTERIOR ELEVATION 1/8" = 1'-0"4 CONCEPTUAL NORTH EXTERIOR ELEVATION 1/2" = 1'-0"5 CONCEPTUAL TYP. EXT. WALL SECTION REVISION SCHEDULE NO.DESCRIPTION DATE BRK-1 THIN BRICK VENEER ENDICOT ROSE BLEND EIFS-1 EXTERIOR INSUL FINISH SYSTEM WHITE, SMOOTH FINISH MTL-1 ACCENT METAL (EAVE) SPANISH RED WD-1 FAUX WD BOX BEAM/ACCENT CEDAR OR SIM Exhibit H Agenda Page 50 Scale Date Drawn By Checked By Project Number I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENCED ARCHITECT UNDER THE STATE LAWS OF MINNESOTA REGISTRATION NO: 59237 DATE: KRIS THIELEN ISSUE DATESI SENOR MEXICAN RESTAURANT7455 VILLAGE DRIVE #110 LINO LAKES, MN 55104 763-553-7927 WWW.TANDGARCH.COM CITY STAMP AREA N O T F O R C O N S T R U C T I O N ORTIZ FAMILY RESTAURANTS 5292 KYLER AVE NE ALBERTVILLE, MN 55301 218-204-0528 ORTIZRESTAURANTS@HOTMAIL.COM 3/29/2024 6:47:50 AMEX04 CONCEPTUAL RENDERINGS KPG, KMT KPG 03-29-2024 286_20245292 KYLER AVE NEALBERTVILLE, MN 55301PID 10113700101003-29-2024 CONCEPTUAL DESIGN 01-09-2024 REVISION SCHEDULE NO.DESCRIPTION DATE Exhibit I Agenda Page 51 Scale Date Drawn By Checked By Project Number I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENCED ARCHITECT UNDER THE STATE LAWS OF MINNESOTA REGISTRATION NO: 59237 DATE: KRIS THIELEN ISSUE DATESI SENOR MEXICAN RESTAURANT7455 VILLAGE DRIVE #110 LINO LAKES, MN 55104 763-553-7927 WWW.TANDGARCH.COM CITY STAMP AREA N O T F O R C O N S T R U C T I O N ORTIZ FAMILY RESTAURANTS 5292 KYLER AVE NE ALBERTVILLE, MN 55301 218-204-0528 ORTIZRESTAURANTS@HOTMAIL.COM 3/29/2024 6:47:51 AMEX05 CONCEPTUAL RENDERINGS KPG, KMT KPG 03-29-2024 286_20245292 KYLER AVE NEALBERTVILLE, MN 55301PID 10113700101003-29-2024 CONCEPTUAL DESIGN 01-09-2024 REVISION SCHEDULE NO. DESCRIPTION DATE Agenda Page 52