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HomeMy WebLinkAbout12/07/2022 Agenda Packet M eeting L ocation: M unicipal Center 7100 147th Street West Apple Valley, M innesota 55124 The Planning C ommission meeting is both a web broadcast and on a virtual access template to allow remote public participation. The meeting is always open to the public at the Municipal C enter. December 7, 2022 PLA N N IN G C O MMISSIO N T EN TAT IVE A G EN D A 7:00 P M 1.Call to Order 2.Approve Agenda 3.Approve Consent Agenda Items Consent Agenda Items are considered routine and will be enacted with a single motion, without discussion, unless a commissioner or citizen requests to have any item separately considered. It will then be moved to the land use/action items for consideration. A.Approve Minutes of November 2, 2022 Regular Meeting 4.Public Hearings A.Orchard Place 4th Addition Rezoning 1. C onsider the rezoning of Lot 1, Block 2, Orchard Place 4th Addition, according to the proposed preliminary plat, from "SG" (Sand and Gravel) to "RB" (Retail Business). 2. C onsider the rezoning of Lot 1, Block 3 and Outlot D, Orchard Place 4th Addition, according to the proposed preliminary plat, from "SG" (Sand and Gravel) to "LB" (Limited Business). LO C AT IO N: Northwest Corner of 155th Street West and Pilot Knob Road A PPLIC A N T: HJ Development, LLP and Rockport, LLC B.Orchard Place 4th Addition 1. C onsider the establishment of the "MU-BC " (Mixed Use-Business C ampus) zoning district and preparation of "MU-BC " zoning ordinance. (This item should be continued to the December 21, 2022, Planning Commission meeting) 2. C onsider subdivision of 52.44 acres into four lots and four outlots. 3. C onsider site plan/building permit authorization to allow for construction of veterinary clinic on Lot 1, Block 2, Orchard Place 4th Addition. 4. C onsider site plan/building permit authorization to allow construction of a medical office building on Lot 1, Block 3, Orchard Place 4th Addition. LO C AT IO N: Northwest Corner of 155th Street West and Pilot Knob Road A PPLIC A N T: HJ Development, LLP and Rockport, LLC 5.Land Use / Action Items A.Obsidian C obblestreet Mall C onsider a Site Plan and Building Permit Authorization for a 4,915 sq. ft. Retail Building on Lot 2, Block 1, C obblestone Lake South Shore 9th Addition. LO C AT IO N: 15748 Emperor Ave A PPLIC A N T: Obsidian Cobblestreet, LLC B.Lunds and Byerlys Sign Variance C onsider a Proposed Sign Variance for Lunds and Byerlys to Allow Two (2) Ground/Pylon Signs Where One (1) is Permitted. LO C AT IO N: 15550 English Ave A PPLIC A N T: Lunds and Byerlys C.C entral Maintenance Facility - 2022 Expansion - PC22-23-VB C onsider the following actions related to the City of Apple Valley C entral Maintenance Facility Expansion project: 1. Building Coverage Variance 2. T hree Parking and Drive Aisle/C irculation Setback Variances 3. Site Plan Review/Building Permit Authorization 4. Resolution finding Capital Improvements consistent with 2040 C omprehensive Plan LO C AT IO N: 6442 - 140th Street West PET IT IO N ER: C ity of Apple Valley 6.Other Business A.Rivers of Life Sketch Plan - Outlot C, Orchard Place 4th Addition (to be platted) - PC22-XX-XXX Sketch plan review of proposed Rivers of Life full service memory care facility on the southwest corner of Pilot Knob Road and 152nd Street West. LO C AT IO N: Southwest corner Pilot Knob Road and 152nd St. W. (to be platted as Orchard Place 4th Addition) A PPLIC A N T: Rivers of Life, HJ Development, Rockport LLC B.Review of Upcoming Schedule and Other Updates Planning Commission - Wednesday, December 21, 2022 - 7:00 p.m. Planning Commission - Wednesday, J anuary 4, 2023 - 7:00 p.m. C ity Council - T hursday, December 8, 2022 - 7:00 p.m. C ity Council - T hursday, December 22, 2022 - 7:00 p.m. 7.Adjourn Regular meetings are broadcast, live, on C harter C ommunications C able C hannel 180 and on the C ity's website at www.cityof applevalley.org I T E M: 3.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:December 7, 2022 S E C T I O N:Consent A genda Description: A pprove Minutes of November 2, 2022 Regular Meeting S taff Contact: B reanna Vincent, Department Assistant Department / Division: Community Development Department AC T I O N RE Q UE S T E D: Approve minutes of regular meeting of November 2, 2022. S UM M ARY: T he minutes of the last regular Planning Commission meeting is attached for your review and approval. B AC K G RO UND: State statute requires the creation and preservation of meeting minutes which document the official actions and proceedings of public governing bodies. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Minutes CITY OF APPLE VALLEY PLANNING COMMISSION MINUTES November 2, 2022 1. CALL TO ORDER The City of Apple Valley Planning Commission Meeting was called to order by Chair Kurtz at 7:00 p.m. Members Present: Jodi Kurtz, Keith Diekmann, David Schindler, Becky Sandahl, and Jeff Prewitt Member(s) Absent: Paul Scanlan, Phil Mahowald City staff members attending: City Planner Tom Lovelace, Planner Alex Sharpe, City Engineer Brandon Anderson, City Attorney Sharon Hills, and Department Assistant Breanna Vincent. 2. APPROVAL OF AGENDA Chair Kurtz asked if there were any changes to the agenda – None. MOTION: Commissioner Schindler moved, seconded by Commissioner Sandahl, approving the agenda. Roll call vote: Ayes - 5 – Nays - 0. 3. CONSENT ITEMS A. Approval of Minutes of October 19, 2022 MOTION: Commissioner Schindler moved, seconded by Commissioner Sandahl, approving the minutes of the meeting of October 19, 2022. Roll call vote: Ayes – 5 – Nays – 0. B. Approval of 2023 Planning Commission Regular Meeting Schedule MOTION: Commissioner Schindler moved, seconded by Commissioner Sandahl, approving the 2023 Planning Commission regular meeting schedule. Roll call vote: Ayes – 5 – Nays – 0. 4. PUBLIC HEARING A. Orchard Place 4th Addition Chair Kurtz opened the public hearing and the item is being continued to the December 7th Planning Commission meeting. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes November 2, 2022 Page 2 of 5 MOTION: Commissioner Schindler moved, seconded by Commissioner Sandahl to continue the public hearing to December 7th and to direct staff to prepare a draft rezoning for Mixed Use – Business Campus (MU-BC). Roll call vote: Ayes – 5 – Nays – 0. 5. LAND USE A. Apple Valley Square 7th Addition Planner Sharpe provided a brief presentation. Commissioner Schindler asked if there was a photo of how the new entrance will look. Planner Sharpe stated that the best image available is the preliminary drawing provided by the applicant where the amendment to the island was not yet added. The island would be adjusted inward which would prevent left turns when entering the site and would circulate to the east for parking. Staff has suggested using directional signage and the islands will help with channeling and reducing cut-through traffic. Commissioner Schindler stated that initially it appears to help with stacking as people come into the site. Planner Sharpe stated that on a planning perspective it creates pedestrian refuge as the crossing traffic becomes one lane shorter but deferred to the City Engineer. City Engineer Anderson stated that no matter what changes are made to the roadway, they will not eliminate the conflict which is Aldi’s front door interior to the site which causes backups. The primary focus of the island is to increase pedestrian safety and eliminating the backup onto 153rd. Exiting the site will remain the same. Chair Kurtz expressed concern over the traffic coming in and out. Compared to Chase Bank, there will be more pedestrians at Popeyes. Chair Kurtz asked if there was no way to add an entrance from Cedar Ave. City Engineer Anderson stated that access is restricted and would not be allowed from a safety standpoint. In a shopping center, there will always be pedestrian conflicts. The solution is a low risk mitigation. There will not be a substantial increase in traffic but new cars are not being added to the system. Chair Kurtz asked for an example of where there iss a shopping strip mall with a fast food restaurant in a similar location. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes November 2, 2022 Page 3 of 5 Planner Sharpe stated that Chick-Fil-A in front of Cub would be one example, as well as the out buildings in front of Walmart. Chair Kurtz stated that with Chick-Fil-A, cars are not crossing over that parking lot. Chair Kurtz asked for an explanation on what plan B is if the island does not work. City Engineer Anderson stated that there wouldn’t be a lot of infrastructure building. It’s just striping and delineators. If it doesn’t work, the striping and delineators can be simply removed. The Maple Grove shopping center had the same issue and directed vehicles into the parking lot as opposed to continuing in front of the entire shopping center entrances. MOTION: Commissioner Diekmann moved, seconded by Commissioner Schindler to recommend approval of a subdivision by preliminary plat of Lot 2, Block 1, Apple Valley Square 4th Addition, into two lots by Apple Valley Square 7th Addition, subject to conditions. Roll call vote: Ayes – 5 – Nays – 0. MOTION: Commissioner Diekmann moved, seconded by Commissioner Schindler to recommend approval of a variance for the required number of parking stalls from 405 stalls to 340 stalls (65 parking stall variance) for Lot 1, Block 1, Apple Valley Square 7th Addition, subject to conditions. Roll call vote: Ayes – 5 – Nays – 0. MOTION: Commissioner Diekmann moved, seconded by Commissioner Schindler to recommend approval of a conditional use permit for a Class-II restaurant with drive-through and a variance to reduce the required separation distance for a Class-II restaurant from a residential use from 1,000 ft. to 506 ft. on Lot 2, Block 1, Apple Valley Square 7th Addition, subject to conditions. Roll call vote: Ayes – 5 – Nays – 0. MOTION: Commissioner Diekmann moved, seconded by Commissioner Schindler to recommend approval of a site plan and building permit authorization for a 2,519 sq. ft. Popeyes restaurant on Lot 2, Block 1, Apple Valley Square 7th Addition, subject to conditions. Roll call vote: Ayes – 4 – Nays – 1. B. Schuler Shoes Site Plan and Building Permit Authorization Planner Sharpe provided a brief presentation. Commissioner Diekmann asked if there would be any dedicated area to cross the parking lot to access the sidewalk on the eastern side of the lot. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes November 2, 2022 Page 4 of 5 Planner Sharpe advised that a suggestion for the northeast corner of the site to connect to the eastern sidewalk through the parking lot has been made and the applicant is amenable to it. Commissioner Diekmann asked if infiltration is being handled as an entire site or by each outlot. Planner Sharpe stated that infiltration and stormwater was handled as part of the Lunds & Byerlys platting. MOTION: Commissioner Diekmann moved, seconded by Commissioner Schindler to recommend approval of a site plan and building permit authorization for a 7,920 sq. ft. retail building for Schuler Shoes, subject to conditions outlined in the staff report. Roll call vote: Ayes – 5 – Nays – 0. 6. OTHER BUSINESS A. Rivers of Life Sketch Plan Removed from agenda. B. Review of Upcoming Schedule and Other Updates The next Planning Commission meeting is scheduled for Wednesday, December 7, 2022, 7:00 p.m. The next City Council meeting is Tuesday, November 22, 2022, 7:00 p.m. 7. ADJOURNMENT Chair Kurtz asked for a motion to adjourn. MOTION: Commissioner Schindler moved, seconded by Commissioner Sandahl, to adjourn the meeting at 7:38 p.m. Roll call vote: Ayes – 5 – Nays – 0. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes November 2, 2022 Page 5 of 5 Respectfully submitted, ______________________________________ Breanna Vincent, Planning Department Assistant Approved by the Apple Valley Planning Commission on 12/7/2022 . Jodi Kurtz, Chair I T E M: 4.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:December 7, 2022 S E C T I O N:P ublic Hearings Description: Orchard P lace 4th A ddition Rezoning S taff Contact: Thomas J . L ovelace, City P lanner Department / Division: Community Development Department Applicant: HJ Development, L L P and Rockport, L L C P roject Number: P C22-27-Z Applicant Date: 11/23/2022 60 Days: 1/21/2023 120 Days: 3/23/2023 AC T I O N RE Q UE S T E D: Open the public hearing, receive comments and close the public hearing. It is the policy of the Planning Commission not to act on a public hearing item the night of the public hearing. If there are no comments or questions needing further information, staff is recommending the following actions: 1. Recommend approval of the rezoning of Lot 1, Block 2, O rchard Place 4th Addition, according to the proposed preliminary plat, from "SG" (Sand and Gravel) to "RB" (Retail Business). 2. Recommend approval of the rezoning of Lot 1, Block 3 and Outlot D , Orchard Place 4th Addition, according to the proposed preliminary plat, from "SG" (Sand and Gravel) to "LB" (Limited Business). S UM M ARY: For your consideration is a request from HJ Development, LLP, and Rockport, LLC , for the rezoning of three properties within the proposed Orchard Place 4th addition subdivision. T he applicant would like to receive approval for the two lots to help expedite the approval process for a proposed veterinary clinic on Lot 1, Block 2, Orchard Place 4th Addition and a two-story medical office building on Lot, 1, Block 3, Orchard Place 4th Addition. T he site plan/building permit authorization request for these two buildings will be part of another agenda item on the December 7th, Planning Commission agenda. T he request also includes the rezoning of Outlot D of the 4th Addition. T he applicant does have a party interested in development on the outlot, but they have not submitted an application for site plan/building permit authorization approval at this time. However, the Commission will be reviewing a sketch plan for the Rivers of Life, a 40,000-sq. ft. full- service memory care facility on the outlot on December 7th. B AC K G RO UND: Comprehensiv e P lan: T he subject properties are currently guided "MBC " (Mixed Business Campus) on the 2040 C omprehensive Plan Land Use Map. Mixed Business C ampus areas are intended to be high-quality settings for office campus, office with light industrial, office with biomedical manufacturing, health care facilities, health care training, general office, corporate office, and other higher-intensity employment uses. Mixed retail and commercial service uses that serve the campus and adjacent neighborhoods will be limited in area and to activities that support the employment objectives of the "MBC ". Some examples of supportive uses include lodging, restaurants, daycare, banking, and other retail uses that may support the campus directly as well as adjacent neighborhoods. Such uses should generally be located along County Road 42. T he C omprehensive Plan has also identified the area as a high-wage employment area. Types of uses in this area should consist of office, office-showroom, services, medical, health care, research and development, and forms of light industrial that produce minimal noise, odor or other forms of pollution. T he proposed vet clinic and medical office use are consistent with the goals set forth in the current comprehensive plan. Zoning: T he property is currently zoned "SG" (Sand and Gravel). T he purpose of this zoning classification designation is to establish and regulate the locations, orderly approval process for the removal of sand, gravel, rock and soil, and the operating conditions under which sand and gravel extraction and processing will be allowed in the C ity. It also establishes conditions that will insure the restoration of mined areas consistent with existing and planned land use patterns. Once the mining process has been concluded, properties within this zoning district will be rezoned for future development. T he proposed veterinary clinic and medical office are not listed as a permitted or conditional use within the "SG " zoning district. T herefore, a rezoning of the property is required. Initially it was planned to rezone the property "MU-BC " (Mixed Use-Business C ampus). Unfortunately, approval of the new zoning classification does not coincide with the applicant's timing for City approval of the vet clinic and medical office building projects, and the potential memory care facility. T herefore, a request has been made to rezone two of the parcels within the Orchard Place 4th Addition "LB" (Limited Business) and a third parcel "RB" (Retail Business). Retail Business districts are described as areas that are centrally located to serve the need for general retail sales. Permitted uses include stores and shops that sell personal services or goods over the counter, as well as banks, savings and loan offices, professional offices, community facilities, health clubs, animal hospitals and clinics, small engine and appliance repair, commercial recreation, auto accessory sales, restaurants (C lass I and III Neighborhood Restaurant without a drive-through window, only), bakeries, grocery stores, and on-sale wine and 3.2% liquor in conjunction with a restaurant facility. Permitted accessory uses include delivery bays and outdoor dining areas. T he proposed vet clinic would be a permitted use the "RB" zoning district. T he Limited Business zoning district is described as areas where uses are primarily restricted to office and professional services. Permitted uses include professional offices, banks and savings and loan, and clinics for human care. Nursing homes, rest homes, retirement homes or hospitals for human care are conditional uses. T he proposed medical office building would be a permitted use and the potential full-service memory care facility would be a conditional use in the "LB" zoning district. B UD G E T I M PAC T: N/A AT TAC HM E NT S : L ocation Map Comp Plan Map Z oning Map Preliminary P lat Z oning Map Site P lan 60 FOOT HIGHWAY EASEMENTPER DOC. NO. 466088NORTHEAST CORNER OF THE SOUTHEASTQUARTER OF SEC. 35 TWP. 115 RGE 20HIGHWAY NO. 31 (PILOT KNOB ROAD) COUNTY STATE AID 190 187 353 29215244 192 NORTH LINE OF ORCHARDPLACE 2ND ADDITION1235,517.479 SF5.407 ACSOUTH LINE OF NE 1/4 OFSEC. 35, TWP. 115, RGE. 20EAST LINE OF THE NE 1/4 OF SEC. 35, TWP. 115, RGE. 204545454545454545 40 45 40 45 EN G L I S H 152ND STREET WEST136,226.572 SF0.832 AC61 135101 147 51054 1OUTLOT C115,574.564 SF2.653 AC6 9547 109ROW53,010.738 SF1.217 ACOUTLOT D137,795.734 SF3.163 AC45 45 45 45 232482927604432053504731016371929395161 191 190 478 187 9045 4594 AVENUE155TH STREET WEST97.48 115WEST LINE OF ORCHARDPLACE 2ND ADDITION132502,734.449 SF11.541 AC1462,935.032 SF10.628 ACROW386,323.770 SF8.869 ACOUTLOT A273,641.590 SF6.282 ACOUTLOT B88,604.524 SF2.034 AC10947388 114188 4239240247356165ΔΔΔTOTAL SITE AREA2,292,364.452 S.F.52.625 AC.DATE____________ REG. NO._________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.PRELIMINARY PLATAPPLE VALLEY,MINNESOTA11PM9-30-2022AS SHOWN18106.00PLYMOUTH, MN 554472655 CHESIRE LANE NORTHHJ DEVELOPMENTPRELIMINARY PLAT DESCRIPTIONThat part of the North Half of the Southeast Quarter of Section 35, Township 115 North, Range20 West, Dakota County, Minnesota lying westerly of ORCHARD PLACE 2ND ADDITION,according to the recorded plat thereof, and part of the Northeast Quarter of said Section 35described as follows:Commencing at the southeast corner of said Northeast Quarter of Section 35; thence on anassumed bearing of North 0 degrees 14 minutes 12 seconds West, along the east line ofsaid East Half of the Northeast Quarter, a distance of 97.48 feet to the point of beginning ofthat part of said Section 35 to be described; thence continuing North 0 degrees 14 minutes12 seconds West, along said east line, a distance of 1277.45 feet; thence South 89 degrees53 minutes 53 seconds West a distance of 1001.77 feet; thence westerly and northwesterlya distance of 536.20 feet along a tangential curve concave to the northeast having a radiusof 455.00 feet and a central angle of 67 degrees 31 minutes 15 seconds; thence South 67degrees 25 minutes 09 seconds West, not tangent to said curve, a distance of 90.00 feet;thence southeasterly a distance of 218.99 feet along a nontangential curve concave to thenortheast having a radius of 545.00 feet, a central angle of 23 degrees 01 minutes 19seconds and the chord of said curve bears South 34 degrees 05 minutes 31 seconds East;thence South 44 degrees 23 minutes 49 seconds West, not tangent to last described curve,a distance of 133.84 feet; thence South 7 degrees 29 minutes 20 seconds West a distanceof 811.05 feet; thence West a distance of 482.16 feet; thence South a distance of 562.97feet; thence North 89 degrees 57 minutes 33 seconds East a distance of 442.36 feet to thewest line of said ORCHARD PLACE 2ND ADDITION; thence North 0 degrees 34 minutes 34seconds West, along said west line, a distance of 120.00 feet to the northwest corner of saidORCHARD PLACE 2ND ADDITION; thence North 89 degrees 57 minutes 33 seconds East,along the north line of said ORCHARD PLACE 2ND ADDITION, a distance of 1629.50 feetto the point of beginning.BEING 5 FEET IN WIDTH AND ADJOINING SIDELOT LINES,UNLESS OTHERWISE INDICATED,AND 10 FEET IN WIDTH AND ADJOININGSTREET RIGHT-OF-WAY LINES, UNLESSOTHERWISE INDICATED.DRAINAGE AND UTILITY EASEMENTSARE SHOWN THUS5510 10111-16-22PMREVISED LAYOUT PROPOSED REZONING MAP“RB” (Retail Business) I T E M: 4.B. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:December 7, 2022 S E C T I O N:P ublic Hearings Description: Orchard P lace 4th A ddition S taff Contact: Thomas J . L ovelace, City P lanner Department / Division: Community Development Department Applicant: HJ Development, L L P and Rockport, L L C P roject Number: P C22-21-S B Z and P C22-27-Z Applicant Date: 10/4/2022 60 Days: 12/3/2022 120 Days: 2/1/2023 AC T I O N RE Q UE S T E D: If the Planning C ommission concur, staff is recommending the following actions: 1. Continue the public hearing for the "MU-BC " zoning ordinance to the December 21, 2022, Planning Commission meeting. 2. Recommend approval of the subdivision by preliminary plat of the Orchard Place 4th Addition subject to the following conditions that will be presented on December 7th. 3. Recommend approval of site plan/building permit authorization to allow for construction of veterinary clinic on Lot 1, Block 2, Orchard Place 4th Addition. 4. Recommend approval of site plan/building permit authorization to allow construction of a medical office building on Lot 1, Block 3, Orchard Place 4th Addition. S UM M ARY: HJ Development, LLP, and Rockport, LLC , submitted an application requesting the subdivision of 52.44 acres into four lots and four outlots and approval of site plan/building permit authorization to allow for construction of two 203,776-sq. ft. flex business buildings on Lots 1 and 2, Block 1, a vet clinic on Lot 1, Block 2 and a two-story/56,595-sq. ft. medical office building on Lot 1, Block 3. T he applicant has revised their request and have removed Lots 1 and 2, Block 1, Outlot A, a portion of 152nd Street West right-of-way, west of English Avenue and a section of right-of- way for 155th Street West from their preliminary plat. T hey have also revised Lot 1, Block 2 and Outlot C . T he development area is generally located in the northwest corner of 155th Street West and Pilot Knob Road and is bounded by future 152nd Street West on the north, Pilot Knob Road on the east, 155th Street West to the south and existing sand and gravel mining operations on the west. T he 2040 C omprehensive Plan guides this property "Mixed Business C ampus", which is a designation intended for a variety of high-intensity employment uses that include general and corporate offices, office campus, office with light industrial, biomedical manufacturing, health care, and health care training. T he property is currently zoned for sand and gravel mining operations, and any development on the subject property will require a rezoning. Staff is preparing a draft "MU-BC " (Mixed Use-Business Campus), which will list the proposed uses, area requirements and performance standard for the new zoning district consistent with the "MBC " (Mixed Business Campus) designation identified in the 2040 Comprehensive Plan. It is expected that this ordinance will be ready for review by the Planning C ommission on December 21st. As indicated previously, a veterinary clinic is proposed on Lot 1, Block 2, and Health Partners is intending to construct a two-story medical office building on Lot 1, Block 3 of the addition. T he applicant has expressed concern that the "MU-BC " ordinance approval process/timeline may have an adverse impact on the two projects and therefore, they are requesting that Lot 1, Block 2 be rezoned from "SG" (Sand and Gravel) to "RB" (Retail Business) and Lot 1, Block 3 and Outlot D be rezoned from "SG" (Sand and Gravel) to "LB" (Limited Business). No public utilities are currently available to the site. Approval of any project on the subject property will require the extension of sanitary sewer and watermain, and construction of a storm water infrastructure, which includes sewer lines and ponding. B AC K G RO UND: Comprehensiv e P lan: T he subject property is currently guided "MBC " (Mixed Business Campus) on the 2040 C omprehensive Plan Land Use Map. Mixed Business C ampus areas are intended to be high-quality settings for office campus, office with light industrial, office with biomedical manufacturing, health care facilities, health care training, general office, corporate office, and other higher-intensity employment uses. Mixed retail and commercial service uses that serve the campus and adjacent neighborhoods will be limited in area and to activities that support the employment objectives of the "MBC ". Some examples of supportive uses include lodging, restaurants, daycare, banking, and other retail uses that may support the campus directly as well as adjacent neighborhoods. Such uses should generally be located along County Road 42. T he mix of uses in the "MBC" district includes the following: 55 – 65% office 0 – 20% light industry/manufacturing 10% office warehouse/showroom 5% commercial and retail uses T he Mixed Business C ampus area is distinguished from Mixed Use by its economic development focus, higher intensity uses, and lower residential yield. T he Comprehensive Plan has also identified the area as a high-wage employment area. Types of uses in this area should consist of office, office-showroom, services, medical, health care, research and development, and forms of light industrial that produce minimal noise, odor or other forms of pollution. T his area should have a strong connection to the Downtown, residential neighborhoods, and transit facilities. Zoning: T he property is currently zoned "SG" (Sand and Gravel). T he purpose of this zoning classification designation is to establish and regulate the locations, orderly approval process for the removal of sand, gravel, rock and soil, and the operating conditions under which sand and gravel extraction and processing will be allowed in the C ity. It also establishes conditions that will insure the restoration of mined areas consistent with existing and planned land use patterns. Once the mining process has been concluded, properties within this zoning district will be rezoned for future development. T he proposed veterinary clinic and medical office are not listed as a permitted or conditional use. T herefore, a rezoning of the property is necessary. T he applicant has requested that Lot 1, Block 2 be rezoned "RB" (Retail Business) and Lot 1, Block 3 and Outlot D be rezoned "LB" (Limited Business). T hese rezonings will allow for the vet clinic and medical office building as proposed. P reliminary Subdiv ision: T he original subdivision request was to subdivide 52.44 acres of property into four (4) lots and four (4) outlots. T he four (4) lots will be used for two flex business buildings, a two-story medical office building and a veterinary clinic. Public street right-of-way will be dedicated that will include the west 60' of Pilot Knob Road, an existing roadway that is currently in an easement, the Pilot Knob Road/152nd Street West intersection, sections of 152nd Street West and English Avenue, and small section of 155th Street West. T he applicant is revising their preliminary plat which will eliminate Lots 1 and 2, Block 1 and Outlot A, as well as a section of right-of-way for 155th Street West and the section of 152nd Street West right-of-way west of English Avenue. A revision will also be made to the common lot lines of Lot1, Block 2 and Outlot C. All lots and outlots will abut a public street. Outlot C abuts Pilot Knob Road and 155th Street West. No direct access from those streets will be allowed, therefore, a cross access agreement will be needed that provides access to the outlot from Lot 1, Block 2. Access restriction easements shall be established that will limit access from the lots and outlots to 152nd and 155th Streets West and English Avenue except at the locations approved by the City. Outlot B will be used for storm water ponding purposes. A drainage and utility easement shall be dedicated over all of Outlot B. Ten foot (10') wide easements for drainage and utilities, street, sidewalk, streetlights, and tree plantings along the entire perimeter of lots wherever abutting public road rights-of-way and five foot (5') wide drainage and utility easements along all common lot lines shall be dedicated on the final plat. Dakota County Rev iew: Because the proposed subdivision is located adjacent to a county road, it is subject to review by the Dakota C ounty Plat C ommission. T he plans were reviewed by the Plat C ommission at their November 9, 2022, meeting. T he C ounty will not allow direct access from the abutting property to Pilot Knob Road. Ov erall Site P lan: T he subject property is part of an existing 300-acre sand and gravel mining operation, which is bounded by C SA H 42 to north, Pilot Knob Road to the east, 155th Street West, Orchard Place, Quarry Ponds and Regatta residential developments to the south; and Flagstaff Avenue to the west. Several acres that were part of the mining operation have been redeveloped for residential and retail/commercial uses. T he original site plan showed the creation of four lots and four outlots. T he plans will be revised and the most westerly that were to have two flex business buildings will be eliminated. One lot will be the location of a 56,595-sq. ft. two-story medical office building and a second lot will be the location of a 6,366-sq. ft. veterinary clinic. Storm water ponding for the proposed development will be located on an outlot located in the northwest corner of 155th Street West and English Avenue. Access to the site will be via 155th Street West, an existing roadway, and 152nd Street West and English Avenue, two future roadways. Traffic circulation patterns and ingress and egress to the site shall be designed so as to not have an adverse impact on existing adjacent uses to the south and future uses to the north, east and west. A traffic report shall be prepared prior to approval of the final plat and issuance of any building permits. T his report should identify the development's proposed trips that will be generated, their distribution and impacts to public roadways. Ov erall Grading P lan: Grading will be done to prepare the sites for development. T his will include the excavation of the area for the purpose of installing storm water ponding areas. Site grading shall occur in conformance with a final grading plan to be submitted for review and approval prior to issuance of any C ity permits for the proposed development. T he City Engineer has reviewed the grading plans and his comments are included in an attached memo. Av ailability of Municipal Utilities: Sanitary and storm sewer, and watermain lines will need to be extended to serve the project area. Utility construction shall occur in conformance with a final utility plan to be submitted for review and approval by the City Engineer prior to issuance of any City permits. P edestrian Access: A bituminous pathway currently exists along the north side of 155th Street West and Pilot Knob Road. Sidewalks will be constructed along English Avenue and 152nd Street West. Sidewalk connections shall be made from the buildings to the sidewalks/paths along any public street. Street Classifications/Accesses/Circulation: T he site abuts 155th Street West to the south, which is classified as a Minor C ollector. English Avenue will be extended north and intersect with future 152nd Street West. 152nd Street will extend from a 3/4 intersection located along Pilot Knob Road to the east to future J ohnny Cake Ridge Road to the west. Lighting: Any lighting used to illuminate an off-street parking area or sign shall be arranged so as to deflect light away from the public streets. Direct glare from floodlights or similar sources, shall not be directed into any adjoining property or public streets, and all sources of light shall be hooded or controlled in some manner so as not to light adjacent property. Mitigative measures shall be employed to limit glare and spill light to protect neighboring parcels and to maintain traffic safety on public roads. T hese measures shall include lenses, shields, louvers, prismatic control devices and limitations on the height and type of fixtures. T he City may also limit the hours of operation of outdoor lighting if it is deemed necessary to reduce impacts on the surrounding neighborhood. Any project within this development shall adhere to these requirements and lighting plans shall be submitted for approval prior to issuance of any building permits. Medical Office Building Site P lan: T he site shows a footprint for a 56,595-sq. ft. two-story building and 382 parking spaces. Access to the site will be via two driveways off English Avenue. Sidewalks from the site will be extended and will connect to an existing pathway along Pilot Knob Road and a future sidewalk along English Avenue. A landscaped patio area will be located adjacent to the southwest corner of the building. T he minimum required parking for an office building of this size is 377 spaces. T he applicant is proposing to install 297 spaces and is showing 86-space proof of parking area along the south side of the site. C ity C ode allows for the installation of 75% of the spaces required if it can clearly be demonstrated by the owner that the required parking is in excess of the actual demand. T he applicant will need to provide evidence that the required parking is not needed. A trash enclosure and emergency generator will be located at the northeast corner of the building. T hat area will be screened by a brick wall. An MRI equipment area will be located directly adjacent to the north side of the building. T he building elevations show a wrought iron fence surrounding that area. T hat area should be screened with an opaque material similar to the trash enclosure and emergency generator area. Building Elev ations: T he proposed building will have an exterior finish consisting of brick, cast stone, Nichiha fiber cement board, and EIFS. Staff has no issues with the proposed elevations. Landscaping: T he landscape plan shows a variety of conifers, ornamental and overstory trees on the two properties. Shrub/perennial beds will be located directly adjacent to the building and a landscaped patio area will be located adjacent to the southwest corner of the building. T he minimum cost of landscaping materials for the plan shall equal 2.5% of the estimated building construction cost based on current means construction data. Landscaped islands shall be provided in parking lots containing more than 25 parking stalls. Total area of islands shall be at least 2% of the parking lot area, except that no island shall be less than the size of a standard parking stall. T heir plans indicate that they meet the minimum requirement. T he landscape plan has been reviewed by Natural Resources staff and their comments are included in the December 2, 2022, City's engineering memo. Revisions shall be made to landscape plan per their comments. Signage: T he submitted plans show building signage, and directional and monument signs on their site plan. Approval of the site plan/building permit authorization will not constitute any sign approval. A separate sign application will need to be submitted and approved prior to erecting any signs. All signage shall be in conformance with C hapter 154 of the C ity C ode and any special performance standards set forth in the "MU-BC " zoning district. Veterinary Clinic Site P lan: A 6,366-sq. ft. vet clinic is proposed to be constructed on an eight-acre lot. Access will be via a drive lane off English Avenue, which will likely be used by any future development on the outlot directly east of the clinic, therefore a cross access agreement will be needed between the two property owners. T he site plan identifies 23 spaces, which is significantly lower than the minimum required 42 spaces. T his will need to be addressed. An outdoor dog run will be located along the south side of the building and should be screened with a combination of a fence and landscaping. Also, all waste shall be handled properly in accordance with applicable ordinances. T he site plan shows a trash enclosure at the northwest corner of the site. T he trash enclosure shall be completely screened by a wall or an equivalent visual screen. T he screen wall or enclosed building shall be architecturally compatible with the principal building it serves. Building E lev ations: T he building elevations show a mix of materials that include a combination of stone and lap and shake siding, with wood timber trim. L andscaping: T he landscape plan shows a mix of conifers, ornamental and overstory trees on the two properties. Shrub/perennial beds will be located around the building. T he cost of landscaping materials for the plan shall equal 2.5% of the estimated building construction cost based on current Means construction data and the landscaped parking islands shall be at least 2% of the parking lot area. Additional landscaping shall be added along the west side of the site and around the perimeter of the dog run. T he landscape plan has been reviewed by Natural Resources staff and their comments are included in the D ecember 2, 2022, C ity's engineering memo. Revisions shall be made to the landscape plan per their comments. Signage: T he submitted plans shows building signage on the north elevation and directional and monument signs on their site plan. A pproval of the site plan/building permit authorization will not constitute any sign approval. A separate sign application will need to be submitted and approved prior to erecting any signs. All signage shall be in conformance with Chapter 154 of the C ity C ode and any special performance standards set forth in the "MU-BC " zoning district. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Memo L ocation Map Comp Plan Map Z oning Map Preliminary P lat Plan S et Elevations Elevations Elevations Elevations CITY OF MEMO Public Works TO: Tom Lovelace, Planner FROM: Brandon Anderson, PE, City Engineer DATE: December 2, 2022 SUBJECT: Orchard Place 4th Addition Preliminary Plat Review per plan submitted 11/15/2022 General 1. All work and infrastructure within public easements or right of way shall be to City standards. 2. Provide a narrative of how the buildings will be constructed and any impacts. The narrative shall include the following: a. Shoring (if applicable) b. Material Storage. c. Haul routes to and from the site. d. Phasing 3. No construction work shall begin prior to a preconstruction meeting conference with a Public works and a Building Inspections representative. 4. Public Work Department (952-953-2400) shall be notified a minimum of 48 hours for any required water main shut downs and/or connections. 5. All work and infrastructure within public easements or right of way shall be to City standards. 6. Public Work Department (952-953-2400) shall be notified a minimum of 48 hours for any required water main shut downs and/or connections. 7. A public infrastructure project is anticipated for the proposed extension of 152nd Street and construction of WVRP53 Storm water facilities. Plans and specifications shall be completed by the City of Apple Valley. A private installation agreement may be necessary for construction of public infrastructure by developer or the developer can have the City of Apple Valley publicly bid the improvements and provide assessments back to the property. 8. Fiber communications and other small utilities are located within the Right of way and easement are along Pilot Knob Road. Based on grading plan, it may be likely that these utilities will need to be relocated. Permits 9. Provide a copy of the executed Minnesota Department of Health, Minnesota Pollution Control Agency, Met Council, Department of Labor and any other required permits prior to construction. 10. Department of Labor and Industry (DOLI) shall review private utilities. 11. A right of way permit will be required for all work within public easements or right of way. 12. A Natural Resource Management Permit (NRMP) will be required prior to any land disturbing activity commences. 13. Since the site will be disturbing more than 1 acre and creating more than 1 acre of new impervious. The applicant will be subject to the requirements of the State NPDES Construction Stormwater Permit. The applicant must provide proof of permit. Preliminary Plat (Overall Site Plan) 14. Provide traffic impact study showing anticipated trips and distribution of traffic for determination of future access needs and impacts to adjacent roadways. Summary of anticipated traffic to meet AUAR is required. Overall traffic demands may trigger the need to complete road network including Johnny Cake Ridge Road, 152nd and 155th Street. 15. The remaining property adjacent to future 152nd Street does not appear to have a depth to be considered a buildable lot. Site plan should show future Johnny Cake Ridge Road and 152nd to ensure remaining properties can be developed. 16. Future Johnny Cake Ridge Road, 155th Street and 152nd Street should be shown to make sure future parcels can be developed. 17. Outlot B will need to be split and/or adjusted to accommodate private driveway entrance from 155th Street. Small private utilities shall be provided to individual lots in defined easement or directly from ROW, not in Outlot B as shown. 18. All of Outlot A & B shall be dedicated as drainage and utility easement 19. Additional 15’ x 110’ easement is required for existing water main at SE corner of Outlot B adjacent to 155th and Pilot Knob. 20. Additional 75’ x 80’ easement is need north of 152nd street to allow construction of proposed utility and street stubs. 21. Additional easement is needed in Outlot C to address storm sewer stub show connecting from Lot 1 Block 3 and connecting to English. 22. Access Restrictions will be required at all locations as determined by City Engineer Storm Sewer, Grading. Drainage, and Erosion Control 23. An additional pretreatment basin (WVR P53.2) shall be constructed near the future low point in 155th Street of the main storm water pond (WVR P53). All of future 155th and JCRR drainage is planned to discharge at this location. Provide a revised ponding layout showing these pre-treatment basins. (See the attached diagram showing the original pond layout) 24. Existing temporary ponding area within Outlot A shall be labeled WVR53.1. 25. A 10’ wide 5% max slope behind 155th street and English avenue is required prior to top slopes to pond. Along 155th street with 3:1 slopes this close to ROW will require guard rails which is not acceptable. 26. The modeled HWL is above the catch basin rims in Pilot Knob Road. The feasibility study previously completed for this site indicated a NWL of WVR P53 as 932.0 elevation. The elevation of the ponds needs further analysis. HWL needs to be lowered to match previous feasibility study. 27. The existing conditions contours along Pilot Knob don’t reflect existing conditions in regards to berming. Grading plan should be updated to reflect existing slope and limits of disturbance. Outlot C grading (end use grades) at property line doesn’t match proposed grading on Lot 1 Block 3. This is a similar condition to Outlot D. 28. The patio in the SE corner of health building (lot 1 Block 3) shows steep slopes over the patio area. The trail connection to Pilot Knob is too steep and would likely need stairs as shown. 29. Additional berming to the west of the site may be required to meet Mining CUP requirements. 30. Storm sewer calculations for storm water requirements. (Rational method including Hydraulic grade lines) will need to be provided. 31. Submit a Storm water Management Checklist for each individual lot. The checklist can be found on the City’s website at https://www.cityofapplevalley.org/DocumentCenter/View/16258/Project-Submittal- Checklist_Fillable 32. Per MPCA guidelines and adopted 2018 Storm Water Management Plan and 8’ minimum maintenance access bench shall be provided along the ponds 33. Applicant shall be responsible for maintaining the catch basin sumps located within the private parking lots. A maintenance agreement will be required. 34. Pretreatment of storm water (such as a sump or settling structure) upstream of the storm water basin is required. A sump structure per Apple Valley standard detail plate STO-5S could be used at structure CBMH 102. The sump or settling structure should hold enough capacity such that it does not need to be cleaned out more frequently than once per year. A maintenance agreement will need to be provided. 35. Snow storage should not be placed within any storm water ponding area. 36. Applicant shall provide 4-6 inches of topsoil across the site. 37. A 16.5 foot native buffer will be required around the storm water ponding areas, the applicant has provided a 20 foot buffer. The City will require a signage plan for buffer areas. Buffers shall be placed at lot lines and every 50 feet. 38. Seeding native seed around ponding areas will require a 3 year establishment plan. Refer to the MNDOT-seeding manual for establishment and maintenance recommendations. 1. Ponding areas are intended to provide amenities. Consider trails, benches, and seating areas to meet the intent of the Mixed-Business land use. Additional trail segments shall be constructed around the perimeter of the ponds/pretreatment basins to create a “looping” feature. a. The desired freeboard from adjacent pond/pretreatment basin HWLs to the trails is 1’. 39. Wet ponds and pretreatment basins (both interim and full build-out) shall meet the requirements of the MPCA’s Minnesota Storm Water Manual: Design Criteria for Storm Water Ponds. It is required that public safety be considered in every aspect of pond design. • Wet Ponds • The minimum required total storage volume (Vts) equals the sum of the volume in the permanent pool (Vpp below the outlet elevation) plus live storage allocation for water quality volume (Vwq). Vwq equals 1.0 inch of runoff per new impervious acre. It is required that the Vwq is discharged at no more than 5.66 cubic feet per second per surface area of the pond. Additional storage may be needed to meet the allowable discharge rate of 2.3 cfs per the SWMP for WVR-P53. • It is required that basin outlets have energy dissipation: • The City of Apple Valley specifies that the maximum allowable pipe velocity at basin outlets shall be 6 fps. The velocities of the proposed pretreatment basin outlet pipes exceed 6 fps. • It is highly recommended that where open channels are used to convey runoff to the pond, the channels be stabilized to reduce the sediment loads. • The WVR-P53.1 pond outlet configuration shall be modified to reflect a skimmer structure as the primary outlet and a secondary overflow structure. The skimmer structure shall be located within the embankment and have a submerged pipe into the wet pond. The skimmer structure shall be set to skim up to the 10-year rainfall event. The skimmer structure shall provide 1’ between the NWL and the top of the submerged pipe. The secondary overflow structure shall also be located within the embankment and be constructed per Apple Valley Standard Detail Plate STO-14. The rim elevation of the secondary overflow structure shall be at the HWL. Restricting storm water flow to 2.3 cfs is preferred to be done via pipe size and slope rather than a weir wall with orifice opening to limit the potential for clogging. • Pretreatment Basins/Fore bays • It is required that where a fore bay is installed, direct vehicle/equipment access be provided to the fore bay for sediment removal and other maintenance activities. A 10’ wide maintenance bench, 1’ – 2’ above the NWL, with a maximum slope of 10% should be constructed around the entire perimeter of the pretreatment basins (as shown on the typical section included with the Preliminary Storm water Management Memorandum dated November 27, 2018) in conjunction with the maintenance access. • It is recommended that the fore bays be sized to contain 10 percent of the water quality volume (Vwq) in a pool that is four to six feet deep. Note that the fore bay storage volume counts toward the total permanent pool requirement. Vwq equals 1.0 inch of runoff per new impervious acre. The typical sections of the pretreatment basins should be modified to reflect a six-foot-deep maximum permanent pool. • It is recommended that the fore bays be designed with a surface area equivalent to 10 percent of the pond permanent pool surface area or equivalent to 0.1 percent of the drainage area. • The pretreatment basin typical sections should reflect a 6’ permanent pool depth. • It is highly recommended that flows from fore bays enter the permanent pool area with non-erosive outlet conditions. • The outflow pipe velocities from the pretreatment basins to the wet ponds are significantly above 6 fps. To alleviate the demand on the outlet pipe, the outlet pipe should be designed with capacity to handle the 10-year rainfall event. Rainfall events larger than the 10- year can be conveyed to the wet ponds via an overland open channel. The recommended maximum velocity for overland discharge is 4 fps. • Skimming shall be provided at each of the pretreatment basins to prevent floating debris from entering the main wet ponds. The outlets from the pretreatment basins shall be modified to incorporate a skimmer structure (within the embankment) and a submerged pipe in the pretreatment basin. The skimmer structure shall be set to skim up to the 10-year rainfall event. The skimmer structure shall provide 1’ between the NWL and the top of the submerged pipe. • Maintenance Access • It is required that adequate maintenance access be provided. The City of Apple Valley requires a minimum width of 8 feet. If feasible, it is recommended that the access be 10 feet wide, have a maximum slope of 10 percent, and be appropriately stabilized for use by maintenance equipment and vehicles. • It is required that the maintenance access extends to the fore bay, access bench, riser, and outlet, and allows vehicles to turn around. • The maintenance access should be covered by drainage and utility easement and be clearly denoted on plans. The proposed easement should be shown with the proposed grading to verify that the easement encompasses all the proposed improvements. • Pond Buffers and Setbacks • It is highly recommended that a pond buffer extending a minimum of 16.5 feet outward from the maximum water surface elevation of the pond be provided. Permanent structures (e.g., buildings) should not be constructed within the buffer. • Restoration/Landscape plan should indicate required buffer area above the HWL. • Pond Emergency Spillway/EOF • Indicate the emergency spillway path that will pass storms in excess of the ponds hydraulic design or if the permanent outlet pipe/structure fails. 40. The channel along the western property line in the interim condition shall be designed to prevent erosion from occurring in the open channel. The recommended maximum velocity for overland discharge is 4 fps. Consider redesigning the swale with approximately an 8 foot slope drop due to a high erosion potential. Additional Rip-Rap check dams are recommended to slow drainage be installed in swale. This swale is shown on private property. 41. This project is located in the East Lake watershed; East Lake is impaired due to phosphorus. Per the Apple Valley SWMP Policy 6.4, enhancements to the pond and filtration basin to capture dissolved phosphorus are recommended. 42. This project is within 1 mile of East Lake. Projects that drain to a water impaired for phosphorus, turbidity, TSS, DO or aquatic biota, and that are within a one-mile distance of that impaired water, are required to comply with sections 23.9 and 23.10 of the Minnesota NPDES Construction Permit. Portions of this project will be required to comply with sections 23.9 and 23.10: • 23.9 - Permittees must immediately initiate stabilization of exposed soil areas, as described in item 8.4, and complete the stabilization within seven (7) calendar days after the construction activity in that portion of the site temporarily or permanently ceases. [Minn. R. 7090] • 23.10 - Permittees must provide a temporary sediment basin as described in Section 14 for common drainage locations that serve an area with five (5) or more acres disturbed at one time. [Minn. R. 7090] 43. Provide CAD drawings of the proposed contours and site improvements to the City Engineer. 44. Provide Hydro CAD modeling files to the City Engineer. 45. The Storm water Management Memorandum shall be reviewed and approved by City Engineer. 46. Final grading, drainage, and erosion control plan shall be reviewed with the construction plans and approved by City Engineer. 47. Provide overall site composite Curve Number (CN) on the plans. 48. Provide the existing and proposed pervious and impervious areas and percentages on the plans. 49. Show all emergency over flow (EOF) elevations. The proposed low opening elevations must be 1’ minimum above the EOF elevation. Several buildings appear to be less than 1’ above the EOF. 50. The proposed low opening elevations must be 3’ minimum above the 100-year high water level. Sanitary Sewer and Water main 51. Final locations and sizes of sanitary sewer and water main shall be reviewed with the final construction plans and approved by City Engineer. 52. Additional hydrant will be required at end of service line on Lot 1 Block 3 53. Sanitary Sewer grades (private) shall meet DOLI 2% minimum slopes. Site (Lot 1 Block 3 & Lot 1 Block 2) 54. Provide Auto turn drawing utilizing Apple Valley emergency vehicle to ensure adequate emergency and service vehicle circulation to and from the building. 55. Shared Access Agreement required for Outlot B and Lot 1 Block 2. Landscape & Natural Resources (Overall) 56. Additional screening shall be considered around the buildings, whether temporarily with berming on the western side or permanently with additional landscaping. 57. Proposed landscaping shall be permanent for each site and future out lot development(s) shall have their own landscape plan requirements. Trees and landscaping planted to fulfill the development’s landscaping minimums shall be on private property and maintained as private infrastructure. 58. Provide details of “Shrub/Perennial Bed” detail across all sites. The City encourages native plantings. Many of the proposed perennials and grasses contain cultivars (cultivated varieties of native plants that do not have the same benefits to pollinators and birds), indicated by the name x ‘variety’. Native plants would not contain the variety name in quotes. 59. Only four types of large shade trees are proposed to be planted, and two types of evergreens for the Ponds site plan. Austrian pine and Colorado Spruce are not recommended due to several disease issues. The Vet Clinic, Industrial, and Medical Office Building proposed tree plantings are fairly well diversified. 60. Diversify the tree planting schedule for the Pond site plan (Sheet L100) to follow City Code 152.46 (B): • Size, types, diversification of replacement trees. No more than one-third of the replacement trees shall be of the same species of tree, without approval of the city. Box elder, poplar, willow and silver maple are not permitted as replacement trees. Replacement trees must be no less than the following sizes: (1) Deciduous trees shall be no less than two caliper inches; and (2) Coniferous trees shall be no less than six feet high. 61. Ensure all plantings across different lots follow the 30-20-10 diversity planting rule. The rule suggests an urban tree population should include no more than 10% of any one species, 20% of any one genus, or 30% of any family. This rule shall be followed for shade trees, evergreens, and ornamental trees. Additional deciduous tree species to consider are oaks, disease-resistant elms, ginkgo, honey locust, American basswood, buckeye, and Kentucky coffee tree. Additional evergreen tree species to consider are Norway spruce, white fir, balsam fir, northern white cedar, and white pine. While not a City requirement yet, if the applicant strives to have a well- mixed tree population the planting plan could follow a state recommended 15-10-5 diversity rule. 62. Ensure all trees have space to reach mature size to maintain good form. Ensure trees planted near sidewalks or right-of-ways will not create a future conflict for sight distance issues. 60 FOOT HIGHWAY EASEMENTPER DOC. NO. 466088NORTHEAST CORNER OF THE SOUTHEASTQUARTER OF SEC. 35 TWP. 115 RGE 20HIGHWAY NO. 31 (PILOT KNOB ROAD) COUNTY STATE AID 190 187 353 29215244 192 NORTH LINE OF ORCHARDPLACE 2ND ADDITION1235,517.479 SF5.407 ACSOUTH LINE OF NE 1/4 OFSEC. 35, TWP. 115, RGE. 20EAST LINE OF THE NE 1/4 OF SEC. 35, TWP. 115, RGE. 204545454545454545 40 45 40 45 EN G L I S H 152ND STREET WEST136,226.572 SF0.832 AC61 135101 147 51054 1OUTLOT C115,574.564 SF2.653 AC6 9547 109ROW53,010.738 SF1.217 ACOUTLOT D137,795.734 SF3.163 AC45 45 45 45 232482927604432053504731016371929395161 191 190 478 187 9045 4594 AVENUE155TH STREET WEST97.48 115WEST LINE OF ORCHARDPLACE 2ND ADDITION132502,734.449 SF11.541 AC1462,935.032 SF10.628 ACROW386,323.770 SF8.869 ACOUTLOT A273,641.590 SF6.282 ACOUTLOT B88,604.524 SF2.034 AC10947388 114188 4239240247356165ΔΔΔTOTAL SITE AREA2,292,364.452 S.F.52.625 AC.DATE____________ REG. NO._________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.PRELIMINARY PLATAPPLE VALLEY,MINNESOTA11PM9-30-2022AS SHOWN18106.00PLYMOUTH, MN 554472655 CHESIRE LANE NORTHHJ DEVELOPMENTPRELIMINARY PLAT DESCRIPTIONThat part of the North Half of the Southeast Quarter of Section 35, Township 115 North, Range20 West, Dakota County, Minnesota lying westerly of ORCHARD PLACE 2ND ADDITION,according to the recorded plat thereof, and part of the Northeast Quarter of said Section 35described as follows:Commencing at the southeast corner of said Northeast Quarter of Section 35; thence on anassumed bearing of North 0 degrees 14 minutes 12 seconds West, along the east line ofsaid East Half of the Northeast Quarter, a distance of 97.48 feet to the point of beginning ofthat part of said Section 35 to be described; thence continuing North 0 degrees 14 minutes12 seconds West, along said east line, a distance of 1277.45 feet; thence South 89 degrees53 minutes 53 seconds West a distance of 1001.77 feet; thence westerly and northwesterlya distance of 536.20 feet along a tangential curve concave to the northeast having a radiusof 455.00 feet and a central angle of 67 degrees 31 minutes 15 seconds; thence South 67degrees 25 minutes 09 seconds West, not tangent to said curve, a distance of 90.00 feet;thence southeasterly a distance of 218.99 feet along a nontangential curve concave to thenortheast having a radius of 545.00 feet, a central angle of 23 degrees 01 minutes 19seconds and the chord of said curve bears South 34 degrees 05 minutes 31 seconds East;thence South 44 degrees 23 minutes 49 seconds West, not tangent to last described curve,a distance of 133.84 feet; thence South 7 degrees 29 minutes 20 seconds West a distanceof 811.05 feet; thence West a distance of 482.16 feet; thence South a distance of 562.97feet; thence North 89 degrees 57 minutes 33 seconds East a distance of 442.36 feet to thewest line of said ORCHARD PLACE 2ND ADDITION; thence North 0 degrees 34 minutes 34seconds West, along said west line, a distance of 120.00 feet to the northwest corner of saidORCHARD PLACE 2ND ADDITION; thence North 89 degrees 57 minutes 33 seconds East,along the north line of said ORCHARD PLACE 2ND ADDITION, a distance of 1629.50 feetto the point of beginning.BEING 5 FEET IN WIDTH AND ADJOINING SIDELOT LINES,UNLESS OTHERWISE INDICATED,AND 10 FEET IN WIDTH AND ADJOININGSTREET RIGHT-OF-WAY LINES, UNLESSOTHERWISE INDICATED.DRAINAGE AND UTILITY EASEMENTSARE SHOWN THUS5510 10111-16-22PMREVISED LAYOUT SITE LOCATION AREA MAP 1000 Twelve Oaks Center Drive Suite 200, Wayzata, MN 55391 T: 952-426-7400 F: 952-426-7440PROJECTCLIENTPROJECT ADDRESSDATEPROJECT PHASEPROJ. NO.MohagenHansen.com HJ DEVELOPMENT / 22037 / CITY SUBMITTAL / NWQ 155TH AND ENGLISH AVE.HJ DEVELOPMENT 2655 CHESHIRE LN. N. PLYMOUTH, MN 55447 NWQ 155TH AND ENGLISH AVE. 10-04-2022 22037 CITY SUBMITTAL FLEX BUSINESS BLDG #1 ENGLISH AVE. & 155TH ST W. APPLE VALLEY, MN 55124 NEW CONSTRUCTION SHEET INDEX SHEET # SHEET DESCRIPTION CITY SUBMITTAL: 10-04-2022GENERAL A000 SHEET COVER ● ARCHITECTURAL A100 ARCHITECTURAL SITE PLAN ● A201 SHELL PLAN ● A300 EXTERIOR BUILDING ELEVATIONS ● A000 1 3D IMAGE - CORNER PROPOSED 150TH STREET PROPOSED BUILDING FLEX BUSINESS BUILDING #1 207,928 SF PROPOSED BUILDING FLEX BUSINESS BUILDING #2 207,928 SF PILOT KNOBPROPOSED ENGLISH AVE.155TH STREET NDATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONC:\Revit Projects\22037_OrchardPlaceIndustrial_Building01_Master_jjohnson@mohagenhansen.com.rvtA100 ARCHITECTURAL SITE PLAN J.KAPLAN/ T.MOHAGEN J.JOHNSON 10-04-2022 22037 HJ Developement\OrchardPlaceIndustrial_1And5 CITY SUBMITTAL NWQ 155TH AND ENGLISH AVE. NEW CONSTRUCTION FLEX BUSINESS BLDG #1 ENGLISH AVE. & 155TH ST W. APPLE VALLEY, MN 55124 1" = 50'-0"A100 1 ARCHITECTURAL SITE PLAN NO. DESCRIPTION DATE CITY SUBMITTAL 10-04-2022 A B C D E F G H J K L M N P Q R S 6 4 3 2 1 A300 1 A3002260'-0"50'-0" 50'-0" 50'-0" 50'-0" 60'-0" 5 800'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 100'-0" 50'-0" A300 3 A300 4 HM DOOR AND DOCK STAIR OVERHEAD DOCK DOOROVERHEAD DRIVE-IN DOOR MECH WAREHOUSE MAIN ENTRY MAIN ENTRY MAIN ENTRYSECONDARY ENTRYSECONDARY ENTRY NDATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONC:\Revit Projects\22037_OrchardPlaceIndustrial_Building01_Master_jjohnson@mohagenhansen.com.rvtA201 SHELL PLAN J.KAPLAN/ T.MOHAGEN J.JOHNSON 10-04-2022 22037 HJ Developement\OrchardPlaceIndustrial_1And5 CITY SUBMITTAL NWQ 155TH AND ENGLISH AVE. NEW CONSTRUCTION FLEX BUSINESS BLDG #1 ENGLISH AVE. & 155TH ST W. APPLE VALLEY, MN 55124 1" = 30'-0"A201 1 SHELL PLAN NO. DESCRIPTION DATE CITY SUBMITTAL 10-04-2022 LEVEL-1 100' - 0" T.O. PARAPET-A 134' - 0" A B C D E F G H J K L M N P Q R S CLEAR HEIGHT 128' - 0" T.O. PARAPET-B 136' - 0" STEEL FORM PAINTED PRECAST CONCRETE PANEL (LIGHT GREY) - TYP. BACKLIT SIGNAGE BY OTHERS @ ENTRY - TYP. ALUMINUM FASCIA CANOPY @ ENTRY (BLACK) - TYP. ALUMINUM STOREFRONT WINDOWS (CLEAR ANODIZED) - TYP. HM DOOR (MATCH PRECAST COLOR) - TYP. RANDOM REVEAL PRECAST PANEL PATTERN (LIGHT GREY) METAL PARAPET CAP (MEDIUM GREY) - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL (DARK GREY) - TYP.STEEL FORM PAINTED PRECAST CONCRETE PANEL (MEDIUM GREY) - TYP. METAL PARAPET TALL CAP (MEDIUM) - TYP. LEVEL-1 100' - 0" T.O. PARAPET-A 134' - 0" 6 4 3 2 1 LEVEL-DOCK 96' - 0" CLEAR HEIGHT 128' - 0" T.O. PARAPET-B 136' - 0" 5 STEEL FORM PAINTED PRECAST CONCRETE PANEL (LIGHT GREY) - TYP. ALUMINUM FASCIA CANOPY @ ENTRY (BLACK) - TYP. ALUMINUM STOREFRONT WINDOWS (CLEAR ANODIZED) - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL (MEDIUM GREY) - TYP.HM DOOR (MATCH PRECAST COLOR) - TYP. RANDOM REVEAL PRECAST PANEL PATTERN (LIGHT GREY) METAL PARAPET CAP (MEDIUM GREY) - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL (DARK GREY) - TYP. METAL PARAPET TALL CAP (MEDIUM GREY) - TYP. LEVEL-1 100' - 0" T.O. PARAPET-A 134' - 0" ABCDEFGHJKLMNPQRS LEVEL-DOCK 96' - 0" CLEAR HEIGHT 128' - 0" T.O. PARAPET-B 136' - 0" STEEL FORM PAINTED PRECAST CONCRETE PANEL (LIGHT GREY) - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL (MEDIUM GREY) - TYP. HM DOOR AND DOCK STAIR - TYP. OVERHEAD DOCK DOOR, LEVELERS, AND BUMPERS - TYP. KNOCK OUT PANEL FOR FUTURE OVERHEAD DOOR - TYP. ALUMINUM STOREFRONT CLERESTORY (CLEAR ANODIZED) - TYP. OVERHEAD DRIVE-IN DOCK DOOR - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL BASE (DARK GREY) - TYP. METAL PARAPET TALL CAP (MEDIUM) - TYP. LEVEL-1 100' - 0" T.O. PARAPET-A 134' - 0" 64321 LEVEL-DOCK 96' - 0" CLEAR HEIGHT 128' - 0" T.O. PARAPET-B 136' - 0" 5 STEEL FORM PAINTED PRECAST CONCRETE PANEL (LIGHT GREY) - TYP. ALUMINUM FASCIA CANOPY @ ENTRY (BLACK) - TYP. ALUMINUM STOREFRONT WINDOWS (CLEAR ANODIZED) - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL (MEDIUM GREY) - TYP. HM DOOR (MATCH PRECAST COLOR) - TYP. RANDOM REVEAL PRECAST PANEL PATTERN (LIGHT GREY) METAL PARAPET CAP (MEDIUM GREY) - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL (DARK GREY) - TYP. METAL PARAPET TALL CAP (MEDIUM) - TYP. DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONC:\Revit Projects\22037_OrchardPlaceIndustrial_Building01_Master_jjohnson@mohagenhansen.com.rvtA300 EXTERIOR BUILDING ELEVATIONS J.KAPLAN/ T.MOHAGEN J.JOHNSON 10-04-2022 22037 HJ Developement\OrchardPlaceIndustrial_1And5 CITY SUBMITTAL NWQ 155TH AND ENGLISH AVE. NEW CONSTRUCTION FLEX BUSINESS BLDG #1 ENGLISH AVE. & 155TH ST W. APPLE VALLEY, MN 55124 1" = 30'-0"A300 1 ELEVATION - EAST 1" = 30'-0"A300 4 ELEVATION - SOUTH 1" = 30'-0"A300 3 ELEVATION - WEST 1" = 30'-0"A300 2 ELEVATION - NORTH A300 5 3D IMAGE - CORNER ENTRY STEEL FORM PAINTED PRECAST CONCRETE PANEL (LIGHT GREY) - TYP. BACKLIT SIGNAGE BY OTHERS @ ENTRY - TYP. ALUMINUM FASCIA CANOPY @ ENTRY (BLACK) - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL (MEDIUM GREY) - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL (DARK GREY) - TYP. METAL PARAPET CAP (MEDIUM GREY) - TYP. ALUMINUM STOREFRONT WINDOWS (CLEAR ANODIZED) - TYP. RANDOM REVEAL PRECAST PANEL PATTERN (LIGHT GREY) HM DOOR (MATCH PRECAST COLOR) - TYP. NO. DESCRIPTION DATE CITY SUBMITTAL 10-04-2022 METAL PARAPET TALL CAP (MEDIUM) - TYP. SITE LOCATION AREA MAP 1000 Twelve Oaks Center Drive Suite 200, Wayzata, MN 55391 T: 952-426-7400 F: 952-426-7440PROJECTCLIENTPROJECT ADDRESSDATEPROJECT PHASEPROJ. NO.MohagenHansen.com HJ DEVELOPMENT / 22037 / CITY SUBMITTAL / NWQ 155TH AND ENGLISH AVE.HJ DEVELOPMENT 2655 CHESHIRE LN. N. PLYMOUTH, MN 55447 NWQ 155TH AND ENGLISH AVE. 10-04-2022 22037 CITY SUBMITTAL FLEX BUSINESS BLDG #2 ENGLISH AVE. & 155TH ST W. APPLE VALLEY, MN 55124 NEW CONSTRUCTION SHEET INDEX SHEET # SHEET DESCRIPTION CITY SUBMITTAL: 10-04-2022GENERAL A000 SHEET COVER ● ARCHITECTURAL A100 ARCHITECTURAL SITE PLAN ● A201 SHELL PLAN ● A300 EXTERIOR BUILDING ELEVATIONS ● A000 1 3D IMAGE - CORNER PROPOSED 150TH STREET PROPOSED BUILDING FLEX BUSINESS BUILDING #1 207,928 SF PROPOSED BUILDING FLEX BUSINESS BUILDING #2 207,928 SF PILOT KNOBPROPOSED ENGLISH AVE.155TH STREET NDATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONC:\Revit Projects\22037_OrchardPlaceIndustrial_Building01_Master_jjohnson@mohagenhansen.com.rvtA100 ARCHITECTURAL SITE PLAN J.KAPLAN/ T.MOHAGEN J.JOHNSON 10-04-2022 22037 HJ Developement\OrchardPlaceIndustrial_1And5 CITY SUBMITTAL NWQ 155TH AND ENGLISH AVE. NEW CONSTRUCTION FLEX BUSINESS BLDG #2 ENGLISH AVE. & 155TH ST W. APPLE VALLEY, MN 55124 1" = 50'-0"A100 1 ARCHITECTURAL SITE PLAN NO. DESCRIPTION DATE CITY SUBMITTAL 10-04-2022 A B C D E F G H J K L M N P Q R S 6 4 3 2 1 A300 1 A3002260'-0"50'-0" 50'-0" 50'-0" 50'-0" 60'-0" 5 800'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 100'-0" 50'-0" A300 3 A300 4 HM DOOR AND DOCK STAIR OVERHEAD DOCK DOOROVERHEAD DRIVE-IN DOOR MECH WAREHOUSE MAIN ENTRY MAIN ENTRY MAIN ENTRYSECONDARY ENTRYSECONDARY ENTRY NDATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONC:\Revit Projects\22037_OrchardPlaceIndustrial_Building01_Master_jjohnson@mohagenhansen.com.rvtA201 SHELL PLAN J.KAPLAN/ T.MOHAGEN J.JOHNSON 10-04-2022 22037 HJ Developement\OrchardPlaceIndustrial_1And5 CITY SUBMITTAL NWQ 155TH AND ENGLISH AVE. NEW CONSTRUCTION FLEX BUSINESS BLDG #2 ENGLISH AVE. & 155TH ST W. APPLE VALLEY, MN 55124 1" = 30'-0"A201 1 SHELL PLAN NO. DESCRIPTION DATE CITY SUBMITTAL 10-04-2022 LEVEL-1 100' - 0" T.O. PARAPET-A 134' - 0" A B C D E F G H J K L M N P Q R S CLEAR HEIGHT 128' - 0" T.O. PARAPET-B 136' - 0" STEEL FORM PAINTED PRECAST CONCRETE PANEL (LIGHT GREY) - TYP. BACKLIT SIGNAGE BY OTHERS @ ENTRY - TYP. ALUMINUM FASCIA CANOPY @ ENTRY (BLACK) - TYP. ALUMINUM STOREFRONT WINDOWS (CLEAR ANODIZED) - TYP. HM DOOR (MATCH PRECAST COLOR) - TYP. RANDOM REVEAL PRECAST PANEL PATTERN (LIGHT GREY) METAL PARAPET CAP (MEDIUM GREY) - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL (DARK GREY) - TYP.STEEL FORM PAINTED PRECAST CONCRETE PANEL (MEDIUM GREY) - TYP. METAL PARAPET TALL CAP (MEDIUM) - TYP. LEVEL-1 100' - 0" T.O. PARAPET-A 134' - 0" 6 4 3 2 1 LEVEL-DOCK 96' - 0" CLEAR HEIGHT 128' - 0" T.O. PARAPET-B 136' - 0" 5 STEEL FORM PAINTED PRECAST CONCRETE PANEL (LIGHT GREY) - TYP. ALUMINUM FASCIA CANOPY @ ENTRY (BLACK) - TYP. ALUMINUM STOREFRONT WINDOWS (CLEAR ANODIZED) - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL (MEDIUM GREY) - TYP.HM DOOR (MATCH PRECAST COLOR) - TYP. RANDOM REVEAL PRECAST PANEL PATTERN (LIGHT GREY) METAL PARAPET CAP (MEDIUM GREY) - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL (DARK GREY) - TYP. METAL PARAPET TALL CAP (MEDIUM GREY) - TYP. LEVEL-1 100' - 0" T.O. PARAPET-A 134' - 0" ABCDEFGHJKLMNPQRS LEVEL-DOCK 96' - 0" CLEAR HEIGHT 128' - 0" T.O. PARAPET-B 136' - 0" STEEL FORM PAINTED PRECAST CONCRETE PANEL (LIGHT GREY) - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL (MEDIUM GREY) - TYP. HM DOOR AND DOCK STAIR - TYP. OVERHEAD DOCK DOOR, LEVELERS, AND BUMPERS - TYP. KNOCK OUT PANEL FOR FUTURE OVERHEAD DOOR - TYP. ALUMINUM STOREFRONT CLERESTORY (CLEAR ANODIZED) - TYP. OVERHEAD DRIVE-IN DOCK DOOR - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL BASE (DARK GREY) - TYP. METAL PARAPET TALL CAP (MEDIUM) - TYP. LEVEL-1 100' - 0" T.O. PARAPET-A 134' - 0" 64321 LEVEL-DOCK 96' - 0" CLEAR HEIGHT 128' - 0" T.O. PARAPET-B 136' - 0" 5 STEEL FORM PAINTED PRECAST CONCRETE PANEL (LIGHT GREY) - TYP. ALUMINUM FASCIA CANOPY @ ENTRY (BLACK) - TYP. ALUMINUM STOREFRONT WINDOWS (CLEAR ANODIZED) - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL (MEDIUM GREY) - TYP. HM DOOR (MATCH PRECAST COLOR) - TYP. RANDOM REVEAL PRECAST PANEL PATTERN (LIGHT GREY) METAL PARAPET CAP (MEDIUM GREY) - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL (DARK GREY) - TYP. METAL PARAPET TALL CAP (MEDIUM) - TYP. DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONC:\Revit Projects\22037_OrchardPlaceIndustrial_Building01_Master_jjohnson@mohagenhansen.com.rvtA300 EXTERIOR BUILDING ELEVATIONS J.KAPLAN/ T.MOHAGEN J.JOHNSON 10-04-2022 22037 HJ Developement\OrchardPlaceIndustrial_1And5 CITY SUBMITTAL NWQ 155TH AND ENGLISH AVE. NEW CONSTRUCTION FLEX BUSINESS BLDG #2 ENGLISH AVE. & 155TH ST W. APPLE VALLEY, MN 55124 1" = 30'-0"A300 1 ELEVATION - WEST 1" = 30'-0"A300 4 ELEVATION - NORTH 1" = 30'-0"A300 3 ELEVATION - EAST 1" = 30'-0"A300 2 ELEVATION - SOUTH A300 5 3D IMAGE - CORNER ENTRY STEEL FORM PAINTED PRECAST CONCRETE PANEL (LIGHT GREY) - TYP. BACKLIT SIGNAGE BY OTHERS @ ENTRY - TYP. ALUMINUM FASCIA CANOPY @ ENTRY (BLACK) - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL (MEDIUM GREY) - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL (DARK GREY) - TYP. METAL PARAPET CAP (MEDIUM GREY) - TYP. ALUMINUM STOREFRONT WINDOWS (CLEAR ANODIZED) - TYP. RANDOM REVEAL PRECAST PANEL PATTERN (LIGHT GREY) HM DOOR (MATCH PRECAST COLOR) - TYP. NO. DESCRIPTION DATE CITY SUBMITTAL 10-04-2022 METAL PARAPET TALL CAP (MEDIUM) - TYP. SITE LOCATION AREA MAP 1000 Twelve Oaks Center Drive Suite 200, Wayzata, MN 55391 T: 952-426-7400 F: 952-426-7440PROJECTCLIENTPROJECT ADDRESSDATEPROJECT PHASEPROJ. NO.MohagenHansen.com HJ DEVELOPMENT / 21084 / PRELIMINARY PRICING / ORCHARD PLACE MOBHJ DEVELOPMENT 2655 CHESHIRE LN N PLYMOUTH, MN 55447 ORCHARD PLACE MOB 10-14-2022 21084 PRELIMINARY PRICING ORCHARD PLACE MOB PILOT KNOB RD. & 155TH ST. W. APPLE VALLEY, MN 55124 NEW CONSTRUCTION PROJECT GENERAL NOTES CONTINUEDPROJECT GENERAL NOTES APPLICABLE CODES OCCUPANCY REQUIREMENTSNOT FOR CONSTRUCTIONCERTIFICATION ARCHITECTURAL 1. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, (AIA DOCUMENT A201, CURRENT EDITION) IN ITS ENTIRETY, ARE PART OF THESE DOCUMENTS. ADDITIONAL NOTES WITHIN THESE DOCUMENTS ARE NOT MEANT TO OVERRIDE ANY PART OF A201. CONTACT ARCHITECT FOR A COPY OF A201, IF REQUIRED. 2. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED PROJECT. UNLESS OTHERWISE INDICATED, THEY DO NOT INDICATE THE MEANS OR METHOD OF CONSTRUCTION. 3. THE CONTRACTOR SHALL OBTAIN SUFFICIENT LIABILITY INSURANCE TO COVER WORKMAN'S COMPENSATION, GENERAL LIABILITY AND CONTRACTUAL LIABILITY. A COPY SHALL BE FILED WITH THE OWNER. 4. THE CONTRACTOR SHALL PROVIDE ALL WORK AND MATERIALS AS REQUIRED BY THE CONSTRUCTION DOCUMENTS AND IN FULL ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES. 5. THE CONTRACTOR WILL MAINTAIN BUILDER'S RISK INSURANCE ON THE FORM KNOWN AS "ALL RISK" OR "MULTIPLE PERIL". THE CONTRACTOR, ALL SUBCONTRACTORS, ARCHITECTS AND ENGINEERS SHALL BE INCLUDED IN EACH CAPACITY AS INSURED JOINTLY WITH THE OWNER IN ALL POLICIES. 6. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS PRIOR TO ANY DEMOLITION, FABRICATION, CONSTRUCTION OR INSTALLATION & NOTIFY ARCHITECT IF CONDITIONS, MATERIALS, SIZES AND DIMENSIONS ARE DIFFERENT FROM THOSE SHOWN. 7. CROSS REFERENCE ALL DIMENSIONS AND DETAILS WITH STRUCTURAL, CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS BEFORE COMMENCING ANY FABRICATION AND/OR CONSTRUCTION. 8. CONTRACTORS SHALL INSTALL ALL MANUFACTURED ITEMS, MATERIALS AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED SPECIFICATIONS, EXCEPT WHERE THE SPECIFICATIONS HEREIN, ARE MORE STRINGENT, AND SHALL BE COMPLIED WITH. 9. MATERIALS WHICH ARE SHOWN ON THE DRAWINGS AND WHICH MAY NOT BE SPECIFICALLY DESCRIBED IN THE SPECIFICATIONS OR DRAWINGS, SHALL BE FURNISHED BY THE CONTRACTOR AND SHALL BE SUITABLE FOR THE INTENDED USE. MATERIALS SHALL BE IN HARMONY WITH ADJACENT MATERIALS, AND SHALL BE SUBJECT TO REVIEW FOR CONFORMANCE WITH THE INTENT OF THE CONTRACT DOCUMENTS. WHERE INSTALLATION TECHNIQUES ARE NOT SPECIFIED, THEY SHALL BE IN ACCORDANCE WITH MANUFACTURER'S CURRENT INSTRUCTION AND INDUSTRY STANDARDS. 10. SHOP DRAWINGS PREPARED BY SUPPLIERS, SUBCONTRACTORS, ETC. SHALL BE REVIEWED, COORDINATED AND SIGNED AND STAMPED BY GENERAL CONTRACTOR PRIOR TO SUBMITTING TO THE ARCHITECT/ENGINEER. 11. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS, LICENSES AND CERTIFICATES AND PAY ALL FEES CONNECTED THEREWITH THE ABOVE REFERENCED PROJECT. 12. THE CONTRACTOR SHALL BE RESPONSIBLE TO PREPARE ALL SURFACES FOR PROPER INSTALLATION OF FINISHES. THIS IS TO INCLUDE, BUT IS NOT LIMITED TO: PATCHING, SANDING, FLOOR LEVELING, PRIMING, SEALING, SKIM COATING, ETC. 13. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM WASTE MATERIAL OR RUBBISH CAUSED BY THE WORK. 14. THE CONTRACTOR SHALL MINIMIZE ANY DAMAGE TO EXISTING CONSTRUCTION AND AREAS ON THE SITE OUTSIDE OF THE CONSTRUCTION LIMITS. CONTRACTOR TO CONSTRUCT TEMPORARY WALLS AND BARRIERS AS REQUIRED TO CONTAIN DUST AND DEBRIS AND TO PROVIDE SAFE PUBLIC ACCESS AND PASSAGE. 15. THE GENERAL CONTRACTOR SHALL LOCATE ALL NEW MECHANICAL UNITS OR RELOCATE ANY EXISTING UNITS OR ITEMS THAT CONFLICT WITH NEW OR EXISTING FRAMING AND FULL HEIGHT WALLS. THIS INCLUDES ACCESS FOR ALL CONTROLS, FILTERS, ETC. THIS WORK MUST BE COORDINATED AND VERIFIED PRIOR TO BIDDING. 16. THE GENERAL CONTRACTOR SHALL COORDINATE AND VERIFY WITH THE RESPECTIVE TRADES THE SIZES AND LOCATIONS OF MECHANICAL AND/OR ELECTRICAL PENETRATIONS, LOCATIONS OF FIRE TREATED BACKING/BLOCKING REQUIRED FOR MOUNTING ELECTRICAL AND/OR MECHANICAL EQUIPMENT, AS WELL AS CUTTING AND PATCHING FOR WORK REQUIRED BY MECHANICAL/ELECTRICAL. 17. WHEN WORK IS COMPLETED IN AN AREA, THOROUGHLY CLEAN THE SPACES, ITEMS & SURFACES OF SOIL, WASTE MATERIAL, SMUDGES, SPATTERS, MISAPPLIED MATERIAL, SPOTS, STAINS, AND THE LIKE, WITHOUT DAMAGING THE MATERIALS AND SURFACES INVOLVED. 18. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY APPLICABLE CODES AND ORDINANCES UNLESS NOTED OTHERWISE. 19. ALL DOORS, FRAMES, HARDWARE, LIGHTING AND CEILING MATERIALS ARE TO FOLLOW BUILDING STANDARDS UNLESS OTHERWISE NOTED. 20. PROVIDE FIRE TREATED BLOCKING IN WALLS AS REQUIRED FOR INSTALLATION OF MILLWORK, FURNITURE AND ACCESSORIES. 21. THE GENERAL CONTRACTOR IS TO VERIFY BUILDING STANDARDS WITH BUILDING MANAGER. ALL HARDWARE SETS AND KEYING TO BE COORDINATED WITH BUILDING MANAGERS. 22. ALL INTERIOR GLASS MUST COMPLY W/ APPLICABLE CODES FOR DESIGN LOADS & SAFETY GLAZING. 23. ALL MATERIALS USED IN PLENUM AREAS MUST BE NON-COMBUSTIBLE AND / OR LISTED FOR PLENUM USE AS DEFINED BY THE STATE & LOCAL CODES. IT WILL BE THE CONTRACTORS RESPONSIBILITY TO ADHERE TO THESE REQUIREMENTS. 24. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE TO FIRE CAULK ALL NEW AND EXISTING PENETRATIONS WITHIN WALL PARTITIONS, ABOVE THE CEILING, AS INDICATED BY THE APPLICABLE CODES. 25. DEFERRED SUBMITTALS: DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OF RECORD AND WILL BE REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. SUBMITTALS FOUND TO BE IN CONFORMANCE WITH THE DESIGN INTENT WILL BE STAMPED AS REVIEWED AND FORWARDED TO THE AUTHORITY HAVING JURISDICTION IN KEEPING WITH MN CODE SECTION 1300.013 SUBSECTION 9B. SUBMITTALS NOT FOUND IN CONFORMANCE WITH THE DESIGN INTENT WILL BE RETURNED TO THE CONTRACTOR FOR REVISION AND RESUBMITTAL. REVISED DOCUMENTATION WILL BE REVIEWED BY THE ARCHITECT OF RECORD PRIOR TO ACCEPTANCE AND SUBMISSION TO THE AUTHORITY HAVING JURISDICTION. DEFERRED SUBMITTALS INCLUDE THE FOLLOWING: A. MECHANICAL DRAWINGS (PREPARED BY DESIGN-BUILD CONTRACTOR) B. PLUMBING DRAWINGS (PREPARED BY DESIGN-BUILD CONTRACTOR) C. ELECTRICAL DRAWINGS (PREPARED BY DESIGN-BUILD CONTRACTOR) D. FIRE SUPPRESSION DRAWINGS (PREPARED BY DESIGN-BUILD CONTRACTOR) E. STRUCTURAL STEEL F. STEEL JOIST AND DECKING G. MISCELLANEOUS METALS STEEL STAIRS AND LANDINGS H. COLD FORMED METAL FRAMING FINISHES 1. THE CONTRACTOR SHALL PATCH AND REPAIR ANY AND ALL FLOORS, WALLS, CEILINGS, ETC. IN A WORKMANSHIP-LIKE MANNER TO MATCH THE SURROUNDING SURFACE AREAS. SURFACES OR MATERIALS DAMAGED BY DEMOLITION OR CONSTRUCTION SHALL BE REPAIRED, RESTORED AND REFINISHED TO MATCH THE EXISTING, UNLESS NOTED OR SPECIFIED OTHERWISE. IN ADDITION THOSE EXISTING SURFACES OR MATERIALS (SERVING AS A SUBSTRATE FOR NEW MATERIALS OR FINISHES) WHICH HAVE BEEN DAMAGED FROM ANY CAUSE, SHALL BE REPAIRED, RESTORED, PROPERLY PREPARED AND CLEANED TO RECEIVE THE NEW MATERIALS AND FINISH WORK. ALL NEW MATERIALS & FINISH WORK TO BE FREE FROM FLAWS & DEFECTS. 2. PATCH AND REPAIR EXISTING FLOOR SLAB AS REQUIRED FOR A SMOOTH AND LEVEL SURFACE FREE OF DEFECTS. FILL ALL CRACKS AND HOLES AND LEVEL DEPRESSIONS WITH MATERIALS COMPATIBLE WITH THE FLOOR AND SLAB AS RECOMMENDED BY THE FLOORING MANUFACTURER. 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING LEAD TIMES OF ALL MATERIALS SUCH THAT MATERIALS ARE ON SITE WHEN REQUIRED FOR INSTALLATION. 4. ALL PREPARATION, STORING, INSTALLATION AND CLEANUP OF FINISHES TO CONFORM TO MANUFACTURER'S SPECIFICATIONS. 5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR TESTING THE CONCRETE SUBFLOOR FOR MOISTURE PRIOR TO THE FLOORING INSTALLATION. IN ADDITION, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR APPROVING AND VERIFYING THAT THE TESTS HAVE BEEN PERFORMED PER ASTM STANDARDS. SHOULD THE FLOORING SUBCONTRACTOR BE ASSIGNED TO TEST THE CONCRETE SUBFLOOR, THEY WILL NEED TO PROVIDE TO THE GENERAL CONTRACTOR ALL REQUIRED INFORMATION PERTAINING TO THESE TESTS, INCLUDING BUT NOT LIMITED TO: A. NUMBER OF TESTS B. DIAGRAM OF TEST LOCATIONS C. ACCLIMATION PERIOD BEFORE RESULTS ARE RECORDED D. TEST RESULTS, AND THE AMBIENT CONDITIONS THE TESTS WERE PERFORMED IN AFTER CONFIRMATION THAT THE TESTED CONDITIONS MEET BOTH THE REFERENCED AND MANUFACTURER’S STANDARDS, THE SUBCONTRACTOR MAY PROCEED WITH THE INSTALLATION OF THE FLOORING PER MANUFACTURER’S SPECIFICATIONS. MECHANICAL 1. THE MECHANICAL CONTRACTOR IS TO DESIGN ALL MECHANICAL SYSTEMS AND OBTAIN NECESSARY PERMITS. MECHANICAL DOCUMENTS ARE TO BE PROVIDED BY THE MECHANICAL CONTRACTOR AND SIGNED BY A PROFESSIONAL ENGINEER AS REQUIRED BY CODE. THE MECHANICAL DESIGN IS TO BE COORDINATED WITH THE ATTACHED ARCHITECTURAL CONSTRUCTION DOCUMENTS. THE DESIGN IS TO BE REVIEWED BY THE TENANT PRIOR TO IMPLEMENTATION. 2. THE MECHANICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL NECESSARY MECHANICAL EQUIPMENT AND CONTROLS TO COMPLETE THE JOB. THE MECHANICAL CONTRACTOR IS TO COORDINATE W/ THE ELECTRICAL CONTRACTOR ALL THE NECESSARY WIRING TO COMPLETE THE JOB. THE WIRING IS TO BE COMPLETED BY THE ELECTRICAL CONTRACTOR. 3. PROVIDE WHITE SEMI RECESSED SPRINKLER HEADS W/ WHITE TRIM RING @ ALL ACT. CEILING AND FULLY RECESSED SPRINKLER HEADS W/ WHITE ESCUTCHEON PLATES @ ALL GYP. CEILING AS REQUIRED BY APPLICABLE CODES AND ORDINANCES. 4. VERIFY LOCATION AND SIZES OF ALL OPENINGS WITH GENERAL CONTRACTOR PRIOR TO COMMENCING WORK. THE GENERAL CONTRACTOR IS RESPONSIBLE TO CUT & PATCH OR ADD STRUCTURAL REINFORCING AS REQ'D FOR THE INSTALLATION OF MECHANICAL ROOFTOP EQUIPMENT. 5. ALL SINKS SHALL HAVE HOT AND COLD WATER. PROVIDE BELOW COUNTER PIPE INSULATION WRAP ON EXPOSED PIPING PER ADA GUIDELINES. 6. PROVIDE AND INSTALL AN APPROPRIATE SIZED WATER HEATER AS REQUIRED. 7. THE PLUMBING CONTRACTOR MUST PROVIDE A CLEAN-OUT PLAN FOR REVIEW AND APPROVAL BY THE ARCHITECT BEFORE PLUMBING LINES ARE INSTALLED. ELECTRICAL 1. THE ELECTRICAL CONTRACTOR IS TO DESIGN ALL ELECTRICAL SYSTEMS AND OBTAIN NECESSARY PERMITS. THE ELECTRICAL DESIGN IS TO BE COORDINATED WITH THE ATTACHED ARCHITECTURAL CONSTRUCTION DOCUMENTS. THE ELECTRICAL DESIGN IS TO BE REVIEWED BY THE ARCHITECT OF RECORD AND TENANT PRIOR TO IMPLEMENTATION. 2. THE ELECTRICAL CONTRACTOR IS TO COORDINATE THE INSTALLATION OF ALL MECHANICAL EQUIPMENT AND TO PROVIDE DISCONNECT AND POWER WIRING FOR ALL MECHANICAL EQUIPMENT. 3. THE ELECTRICAL CONTRACTOR IS TO PROVIDE EXIT AND EMERGENCY LIGHTS AS REQUIRED BY APPLICABLE CODES AND ORDINANCES. 4. THE ELECTRICAL CONTRACTOR IS TO PROVIDE SMOKE DETECTION AND ALARM DEVICES AND WIRING OF THE SPACE AS REQUIRED BY APPLICABLE CODES AND ORDINANCES FOR THE INTERIOR BUILD-OUT SPACE. 5. THE ELECTRICAL CONTRACTOR SHALL INSTALL JUNCTION BOXES W/ PULL STRING FOR ALL VOICE / DATA AND PHONE LOCATIONS. THE TENANT IS TO COORDINATE & PROVIDE ALL LOW VOLTAGE CABLING AND COVER PLATES AS REQUIRED. 6. NEW ELECTRICAL OUTLETS ARE SHOWN AT APPROXIMATE LOCATIONS. NO OUTLETS ARE TO BE BACK TO BACK. 7. ALL UNDER CABINET LIGHTING IS TO BE CONTROLLED BY A WALL SWITCH. 8. THE REFLECTED CEILING PLAN IS FOR REFERENCE ONLY REGARDING LOCATION, QUANTITIES, AND TYPES OF LIGHT FIXTURES. THE REFLECTED CEILING PLAN REFERENCES LIGHT FIXTURES, HOWEVER THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO VERIFY THE FIXTURE TYPE, APPROPRIATE FOOTCANDLES AND VOLTAGE REQUIREMENTS OF ALL SPECIFIED LIGHT FIXTURES IN ASSOCIATION W/ THE SPECIFIC SITE CONDITIONS AND PROVIDE SHOP DRAWINGS FOR REVIEW & APPROVAL PRIOR TO THE ORDERING OR INSTALLATION OF ANY FIXTURES. 9. SECURITY SYSTEMS SHALL BE PROVIDED BY THE OWNER'S VENDOR. COORDINATE SYSTEM INSTALL WITH THE BALANCE OF THE WORK. MN STATE BUILDING CODE (MSBC) 2020 INTERNATIONAL BUILDING CODE (IBC) 2018 AMENDMENTS IN MSBC: CHAPTER 1305 2020 AMENDMENTS IN MSBC: CHAPTER 1341 2020 AMENDMENTS IN MSBC: CHAPTER 1307 2020 MN STATE FIRE CODE 2020 INTERNATIONAL FIRE CODE (IFC) 2020 AMENDMENTS IN MSFC: CHAPTER 7511 2020 MN ENERGY CODE 2020 INTERNATIONAL ENERGY CONSERVATION CODE 2020 ASHRAE 90.1-2016 COMPLIANCE PATH AMENDMENTS IN MNBC CHAPTER 1323 2020 MINNESOTA MECHANICAL AND FUEL GAS CODE 2020 AMENDMENTS IN MSBC: CHAPTER 1346 2020 MINNESOTA PLUMBING CODE, CHAPTER 4714 2020 MINNESOTA ELECTRICAL CODE (NEC) 2020 FIRE SPRINKLER PROTECTION: FULLY SPRINKLED TYPE OF CONSTRUCTION: II-B BUILDING OCCUPANCY: B FIRE RESISTIVE CONSTRUCTION: CONSTRUCTION REQUIREMENTS: EXTERIOR BEARING WALLS 0 INTERIOR BEARING WALLS 0 EXTERIOR NON-BEARING WALLS 0 STRUCTURAL FRAME 0 PARTITIONS- PERMANENT 0 SHAFT ENCLOSURES 0 FLOOR- CEILINGS/FLOORS 0 ROOFS- CEILING/ROOFS 0 EXTERIOR DOORS & WINDOWS N.A. I ACCEPT AND APPROVE THE INFORMATION PRESENTED IN THIS DRAWING SET AS A REPRESENTATION OF OUR DESIGN INTENT. SHOULD OWNER INITIATE CHANGES THAT RESULT IN REVISIONS AND/OR MODIFICATIONS ADDITIONAL DESIGN SERVICE FEES WILL BE CHARGED. CLIENT APPROVAL TITLE: AS A REPRESENTATIVE OF: SHEET INDEX CITY SUBMITTAL SHEET # SHEET DESCRIPTION CITY SUBMITTAL: 10-5-2022ARCHITECTURAL - MOHAGEN HANSEN ARCHITECTS AND INTERIORS CS000 CITY SUBMITTAL - SHEET COVER ● CS100 CITY SUBMITTAL - ARCHITECTURAL SITE PLAN ● CS101 CITY SUBMITTAL - ARCHITECTURAL SITE DETAILS ● CS201 CITY SUBMITTAL - SHELL PLAN - FIRST LEVEL ● CS202 CITY SUBMITTAL - SHELL PLAN - SECOND LEVEL ● CS203 CITY SUBMITTAL - ROOF PLAN AND ROOF DETAILS ● CS300 CITY SUBMITTAL - EXTERIOR BUILDING ELEVATIONS ● CS301 CITY SUBMITTAL - EXTERIOR RENDERINGS ● CS302 CITY SUBMITTAL - EXTERIOR RENDERINGS ● 10-05-2022 STR-208RE:940.84IE:933.50 SEIE:933.50 SIE:933.50 NIE:933.20 W STR-207RE:940.14IE:932.73 EIE:933.17 SIE:932.73 W STR-205RE:939.86IE:932.53 EIE:932.85 N IE:932.53 W STR-101RE:939.21IE:930.85 SEIE:931.53 NE IE:930.85 W STR-201RE:939.17IE:930.86 EIE:930.75 NIE:930.58 SW STR-103RE:939.10IE:931.64 SEIE:932.14 SWIE:932.14 NE IE:931.06 NW STR-204RE:938.99IE:931.78 EIE:931.79 NIE:931.79 SIE:931.53 W STR-100RE:938.33IE:930.65 EIE:930.95 NEIE:930.65 SW STR-105RE:938.24IE:933.00 SIE:933.00 NWIE:933.03 N STR-104RE:938.00IE:932.08 SEIE:932.58 SWIE:931.95 NW FES-200 RE:935.21IE:930.50 NE FES-100RE:934.70IE:930.50 NE SSWR-108RE:935.18IE:922.86 NIE:923.02 WIE:923.02 E IE:922.69 S SSWR-106RE:935.52IE:921.91 NIE:922.24 W IE:921.91 S140 LF - 12" PVC@ 0.22%SSWR-105RE:936.52IE:921.43 NIE:921.76 EIE:921.76 SW IE:921.43 SE215 LF - 12" PVC@ 0.22%SSWR-103RE:942.12IE:921.06 NWIE:921.39 NE IE:921.06 SE16 4 LF - 12" PVC@ 0 .2 3 %7 7 LF - 1 2" P VC@ 0 .2 1 %SSWR-101RE:934.18IE:920.65 NIE:920.98 EIE:920.98WIE:920.65 S SSWR-100RE:921.61IE:920.53 N54 LF - 12" PVC@ 0.22%SSWR-104RE:935.68IE:926.39 NEIE:926.39 NW IE:926.39 SW 18 LF - 8" P VC @ 2.08% 11 1 L F - 8" PVC @ 1.25% SS-13RE:922.25IE:921.52 E26 LF - 8" PVC@ 2.08% SS-17RE:927.43IE:926.70 SE1 5 LF - 8" PVC@ 2.08 %SS-20RE:923.59IE:922.86 E30 LF - 8" PVC@ 2.08% 30 LF - 8" PVC@ 2.08% SS-22RE:924.37IE:923.64 W 30 LF - 8" PVC@ 2.08% SSWR-102RE:939.86IE:920.90 NWIE:920.90 S SS-24RE:923.67IE:922.95 W SS-25RE:926.25IE:925.52 NW SS-26RE:925.73IE:925.00 NEIE:925.00 SEIE:925.00SW 2 5 L F - 8 " P V C@ 2.08 %SS-27RE:927.49IE:926.76 SW SS-28RE:923.16IE:922.43 W32 LF - 8" PVC @ 2.08% SS-29RE:923.11IE:922.38 NE30 LF - 8" PVC @ 2.08% SSWR-107RE:946.03IE:922.38 NIE:922.71 E IE:922.38 S SSWR-109RE:944.48IE:923.25 S SS-32RE:923.93IE:923.20 W 24 LF - 8" PVC@ 2.08%DO NOT ENTERG G G G G GG G G G G G DYHDYHDYH DYH PP PP PP PP SSS S STR-6 STR-7 STR-8 STR-9 STR-10 STR-11 STR-13 STR-15 STR-18 STR-20STR-22 STR-24 STR-25 STR-26 STR-28 STR-29 STR-30 STR-32 STR-33 STR-34 STR-35 STR-36 STR-37 STR-38 STR-39 STR-40 STR-41 STR-42 STR-43 STR-44 STR-45 STR-48 STR-49 STR-50 STR-51 STOPSTOPSTOPSTOP NO PARKINGNOPARKINGNO PARKINGONEWAYNO P A R K I N G STOPSTOP STOP STOPSTOPCOCOCOCOCOSDD DSS SSSSS S S DDDDDDDD D DHTLL1LCP SES- M GM RPBP WM 7 5 kva 22- D30- C S S S S S S D D D D D CS101 6 CS101 6 CS101 3 PATIENT DROP-OFF/ PICK-UP EXIT EXIT SERVICE EXIT 7 4 13 16 18 2 45 5 18 14 14 12 11 9 9 8 7 7 13 26 26 34 3 7 8 RTU RTU RTU SCREEN POTENTIAL PROOF OF PARKING AREAPROPOSED ENGLISH AVENUE PILOT KNOB ROADSURMOUNTABLE CURB ROOF HATCH BIKE RACK AREA PATIO AREA TRASH ENCLOSURE EMERGENCY GENERATOR PAD TRAIL ACCESS - SEE CIVIL TRAIL - SEE CIVIL TRAIL - SEE CIVIL TRAIL - SEE CIVIL BRICK SCREEN WALLPROPERTY LINEPARKING SET BACK LINEBUILDING SET BACK LINETRAIL - SEE CIVIL TRAIL ACCESS TRANSFORMER PAD TRAIL - SEE CIVIL PROPOSED BUILDING MRI EQUIPMENT 2 7 *2 DIRECTIONAL SIGN DIRECTIONAL SIGN *3 15 15 8 *2 EXIT ALTERNATE S1 - CANOPY LINE ABOVE 15'-0" 86 TOTAL STALLS *PARKING WITH ASTRISK WILL BE REMOVED FOR FUTURE PARKING AND ACCOUNTED FOR IN PROOF OF PARKING NUMBER. EV CHARGING STATION SITE FENCE MONUMENT SIGN FUTURE MRI EQUIPMENT * COORDINATE SCOPE OF MRI CHILLER AND GENERATOR PADS WITH INTERIOR STONE BLOCKS STONE BLOCKSPROPOSED ENGLISH AVENUE PILOT KNOB ROADPROPOSED 155TH STREET WEST PROPOSED 152ND STREET WEST PROPOSED 157TH STREET WEST CS100 1 PARKING INFORMATION REQUIRED NUMBER OF PARKING STALLS: (1) PARKING STALL PER 150 SF OF GROSS FLOOR AREA [155.379 H] 56,440 SF GROSS FLOOR AREA 56,595 GFA / 150 = 378 STALLS REQUIRED REQUIRED NUMBER OF ACCESSIBLE STALLS: < 100 STALLS: (1) ADA PER 25 STALLS, < 200 STALLS: (1) ADA PER 50 STALLS < 500 STALLS: (1) ADA PER 100 STALLS 377 STALLS = 8 ACCESSIBLE STALLS REQ. PROOF OF PARKING: 75% OF STALLS REQUIRED TO BE BUILT INITIALLY [155.377] 377 STALLS * 75% = 283 STALLS REQUIRED (297 PROPOSED) PROPOSED PARKING 297 STALLS (INCLUDES 8 ACCESSIBLE STALLS) PROOF OF PARKING 86 STALLS NET TOTAL 383 STALLS (378 REQ.) DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONC:\Revit Projects\21084_AppleValleyMOB_Shell_Master_jjohnson@mohagenhansen.com.rvtCS100 CITY SUBMITTAL - ARCHITECTURAL SITE PLAN S.PAETZEL J.JOHNSON 10-14-2022 21084 HJ Developement\AppleValleyMOB_Shell_21084 PRELIMINARY PRICING ORCHARD PLACE MOB NEW CONSTRUCTION ORCHARD PLACE MOB PILOT KNOB RD. & 155TH ST. W. APPLE VALLEY, MN 55124 1" = 20'-0"CS100 1 C.S. - ARCHITECTURAL SITE PLAN 1" = 200'-0"CS100 2 C.S. - ARCHITECTURAL SITE KEY PLAN NO. DESCRIPTION DATE CITY SUBMITTAL 08-18-2022 10"3'-8"4"22'-0"3 5/8"25'-4 3/4"3 5/8" 10'-4"10'-4"1'-4 3/8"1'-4 3/8"1'-0"1'-0" 3'-4 3/8" 3'-0" 3'-0" 6'-8" 3'-0" 3'-0" 3'-4 3/8" NOTE: VERIFY PLAN W/ SANITATION COURIER PRIOR TO CONSTRUCTION. LOADING CONTAINER (NIC.) LOADING CONTAINER (NIC.) CONC. SLAB. - SEE STRUCT. 3/4" DIA. BY 1 1/2" DEEP RECESSES FOR GATE CANE BOLTS. PROVIDE TWO EACH AT GATE IN CLOSED AND OPEN POSITION, FIELD VERIFY EXACT LOCATION. 6" DIA. PIPE BOLLARD CONCRETE FILLED, SET IN CONCRETE 3'-0" BELOW GRADE, EXTEND 4'-0" ABOVE GRADE. PAINT OSHA YELLOW. 8" DIA. GATE STEEL POST PRIMED AND PAINTED, TYP. 6" DIA. BOLLARD - PRIMED AND PAINTED - SEE SLOPE CONCRETE PAD TO FRONT 1/8" PER FT.- SEE SITE PLAN FOR CONTROL JTS. 3 5/8" BRICK ON 7.625" BURNISHED CMU (INTERIOR). MATERIALS TO MATCH BUILDING EXTERIOR. 2 CS101 /8 A101 26'-0" LOADING CONTAINER (NIC.) LOADING CONTAINER (NIC.)4'-6"6"6"6"2"4'-0" 7'-4" RECEIVING SLEEVE FOR 1/4" BOLT W/ 5/16" INSIDE DIAM. - 3" LONG (GALV.). 1/4" DIA. BARREL BOLT- 7" LONG-SET IN SLEEVE W/ 5/16" INSIDE DIA.- 3" LONG (GALV.). 3 5/8" BRICK, ENCLOSURE TO 7'-4" A.F.F. 1X6 COMPOSITE DECKING BOARDS @ 6" O.C. OVER 2X4 STEEL. TS 2X2X1/4 (DARK BRONZE). CONCRETE FOOTINGS FOR 6" AND 8" STEELPIPES - SEE STRUCT. 1/2" DIA. BY 3-0 CANE BOLT (GALV.). 3/4" DIAM. STD. PIP SLEEVE. PRE-FINISHED MTL. PARAPET CAP. 8" DIA. GATE STEEL POST PRIMED AND PAINTED, TYP. 6" DIA. W/COVER PER ESS STANDARD BOLLARD. CONC. FILLED, SLOPED CAP. TYP AT EXTERIOR - AS NOTED PER PLAN BITUMINOUS PAVING, EARTH, OR CONC. - SEE SITE PLAN GRANULAR FILL 1'-0" DIA. C.I.P. CONC. FOOTING 1'-0"N.T.S. 4'-0"N.T.S.4'-0"CAST STONE CAP W/ DRIP EDGE - INSTALL W/ EPOXY MORTAR - BY STONE FABRICATOR INTERNALLY LIT SIGNAGE - BY OWNER'S VENDOR FOUNDATION BRK-1 CSTN-1 4"3"1'-4"SEE ELEVATION2"2" GRADE 8" CMU W/ #4 @ 48" O.C. VENT 2'-0" 3'-0" @ MAIN ENTRY SIGNAGE 2'-6" @ SERVICE ENTRY SIGNAGE1'-0"3#5 CONT.MIN.2'-6"#4 VERT. @ 4'-0" O.C. #4 CONT. 1#4 CONT. IN 8" DEEP GROUTED BOND BEAM 4"2"6"3"SIGNAGE4'-0"INTERNALLY LIT SIGNAGE - BY OWNER'S VENDOR CAST STONE CAP W/ DRIP EDGE - INSTALL W/ EPOXY MORTAR - BY STONE FABRICATOR FOUNDATION BRK-1 CSTN-16"2" 10'-0" BRICK LEDGE 2"2" NOTE: FINAL GRAPHICS DESIGN TO BE VERIFIED WITH OWNER 6'-1 1/2"2'-1 1/2"SIGNAGE BOLLARD LIGHT FIXTURE ELEVATION LUMIERE- EON - BL-LEDB2-3500-120-T2-DIM10-BZ-36-EDGE BOLLARD LIGHT SIDEWALK DECORATIVE GRAVEL EDGING 0'-10" TO GRAVEL EDGE 3" BASE 5" TO SIDEWALK 8" HEAD 8" TO SIDEWALK GRAVEL 1'-6" DECORATIVE GRAVEL 4'-0" DECORATIVE GRAVEL1'-6" DECORATIVESTRAIGHT MTL. EDGING EQ EQ CL SIDEWALK EDGE LIGHT BOLLARD BASE LIGHT BOLLARD OVERHANG ABOVE 5" BASE 3" BASE11 1/2" CL6 1/2" CLDECORATIVE GRAVEL CONCEALED 1'-0" X 1'-0" CONC. BASE @ 2'-0" DEEP UNDER GRAVEL - GC TO COORDINATE PROPER SIZING W/ MFR. BOLLARD -DECORATIVE GRAVEL BORDER PLAN DECORATIVE GRAVEL BOARDER W/ METAL EDGING (DARK BRONZE)CL2'-4"10'-4"2"6"9'-0"6"2"2"2'-0"2" 2"4" 1'-4" 4" 2" INTERNALLY LIT SIGNAGE - BY OWNER'S VENDOR CSTN-1 CAST STONE CAP W/ DRIP EDGE - INSTALL W/ EPOXY MORTAR - BY STONE FABRICATOR BRICK LINE BELOW SIGNAGE DARK BRONZE BACKER 4'-0" NOTE: FINAL GRAPHICS DESIGN TO BE VERIFIED WITH OWNER SIGNAGE 3'-0"2'-3"NDATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONC:\Revit Projects\21084_AppleValleyMOB_Shell_Master_jjohnson@mohagenhansen.com.rvtCS101 CITY SUBMITTAL - ARCHITECTURAL SITE DETAILS S.PAETZEL J.JOHNSON 10-14-2022 21084 HJ Developement\AppleValleyMOB_Shell_21084 PRELIMINARY PRICING ORCHARD PLACE MOB NEW CONSTRUCTION ORCHARD PLACE MOB PILOT KNOB RD. & 155TH ST. W. APPLE VALLEY, MN 55124 1/4" = 1'-0"CS101 1 C.S. - TRASH ENCLOSURE - DOUBLE DEEP 1/4" = 1'-0"CS101 2 C.S. - TRASH ENCLOSURE - ELEVATION 1/2" = 1'-0"CS101 8 C.S. - BOLLARD DETAIL 3/8" = 1'-0"CS101 5 C.S. - ENTRY SIGNAGE SECTION 3/8" = 1'-0"CS101 4 C.S. - ENTRY SIGNAGE ELEVATION 1" = 20'-0"CS101 7 C.S. - BOLLARD DESIGN 3/8" = 1'-0"CS101 3 C.S. - ENTRY SIGNAGE PLAN 3/8" = 1'-0"CS101 6 C.S. - DIRECTIONAL SIGN NO. DESCRIPTION DATE UP A3002 A300 3 A300 A300 4 1 6 6 15 15 7 7 10 10 12 12 14 14 KK BB EE FF GG LL 4 4 2 2 17 17 3 3 13 13 MM AA 16 16 18 18 19 19 DD JJ HH 8 8 5 5 9 9 11 11 NN A404 1 A404 2 A4043 P003 4 P003 3 P0032 1 1 CC A406 3 ELEC. 107 MECH. 108 136'-0"1'-8 3/8"2'-0" 4'-0" 2'-0" 10'-8" 10'-0" 10'-0" 30'-7 5/8"30'-8"16'-0 3/8" 6'-6" 8'-1 1/4" 2'-0"1'-8 3/8"6'-0" 2'-0" 30'-8"83'-10"13'-6"1'-8 3/8"2'-0"4'-8"9'-11 1/4"15'-1"30'-5"21'-2 3/4"9'-2 1/4"15'-1 3/4"15'-3 1/4"3'-8"24'-8"2'-1"30'-5"8'-2 3/4"22'-2 1/4"19'-1"10'-8"14'-0" 20'-0"172'-0"136'-0"1'-8 3/8"3 5/8"1'-8 3/8"4'-0" 2'-0" 10'-8" 10'-0" 10'-0" 30'-7 5/8"30'-8"16'-0 3/8" 14'-7 1/4" 2'-0"1'-8 3/8"2'-0" 16'-8" 10'-0"87'-4"20'-0"1'-8 3/8"3 5/8"1'-8 3/8"14'-11 5/8" 1'-8 3/8"4'-3 5/8"3'-4" 8"1'-8 3/8"14'-3 5/8" 6'-8" 4'-0" 6'-8" 4'-0" 6'-8" 4'-0" 6'-8" 4'-0" 6'-8" 4'-0" 6'-8" 4'-0" 7'-4"1'-8 3/8"1'-7 5/8"14'-11 5/8" 1'-8 3/8" 14'-0" 10'-8" 19'-1" 22'-2 1/4" 8'-2 3/4" 30'-5" 2'-1" 24'-8" 3'-8" 15'-3 1/4" 15'-1 3/4" 9'-2 1/4" 21'-2 3/4"30'-5"15'-1" 9'-11 1/4" 4'-8" 2'-0" 2'-0"4'-8"76'-8"43'-4"3'-4"24'-8"82'-0"10'-8" 1'-8 3/8" 3 5/8" 1'-8 3/8" 2'-11 5/8" 1'-8 3/8"26'-11 5/8"14'-0"6'-0"4'-0"6'-0"14'-0"4'-0" 1'-8 3/8" 12'-11 5/8"6'-8"6'-1 3/16"15'-10 13/16" 1'-7 5/8" 1'-8 3/8"21'-4"1'-7 5/8"1'-8 3/8"6'-0"14'-0"12'-0"4'-0"6'-0"4'-0"6'-0"4'-0"6'-0"14'-0"4'-3 5/8" 1'-8 3/8" 8'-11 5/8" 1'-8 3/8" 12'-3 5/8"1'-8 3/8"4'-3 5/8"1'-8 3/8" 3 5/8"1'-8 3/8"4'-3 5/8" 4'-0" 5'-4" 4'-0" 5'-4" 5'-4"2'-4 3/8"4'-3 5/8" 8'-0" 28'-0" 8'-0" 14'-8" 8'-0" 6'-8" 3'-8" 10"1'-8 3/8"10'-1 1/4"1'-8 3/8"3'-4" 4'-0"3'-4"6'-10 5/16" 1'-8 3/8"14'-3 5/8"2'-3 5/8" 1'-8 3/8" 172'-0"1'-8 3/8"65'-11 1/4"7'-4"12'-0"13'-3 5/8"7 3/8"4'-0"9'-4"4'-0"4'-8"7'-9 5/8"4'-2 3/8"16'-8" 4 3/8" 3'-7 5/8"5'-6 5/8"3'-9 3/8"4'-0"9'-4"4'-0"9'-3 5/8"7'-4 3/8"12'-0"4'-8"4'-0" 2'-4 5/8" 6'-11 3/8"4'-0"9'-4"4'-0" 6'-1 5/8" 1'-2 3/8" 4'-0"1'-3" CS3002 CS300 4 CS300 5 CS300 1 1.2 1.2 F.5F.5 J.5J.5 G.9G.9 GENERAL PROJECT NOTES 1. OWNER FURNISHED EQUIPMENT SUPPLIERS ARE TO COORDINATE FINAL LOCATION OF EQUIPMENT AND INSTALLATION WITH THE OWNER. 2. ELECTRICAL CONTRACTOR & CABLE CONTRACTOR ARE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED TO WALLS, FINISHES, CEILINGS ETC. IN THE COURSE OF THEIR CONSTRUCTION. IF CONTRACTORS BEGIN WORK IN AN AREA WITH EXISTING DAMAGE THEY ARE TO IMMEDIATELY NOTIFY THE OWNER OR ASSUME RESPONSIBILITY OF SUCH DAMAGE. 3. SHADING INDICATES AREA THAT IS NOT INCLUDED IN THE SCOPE OF WORK.NDATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONC:\Revit Projects\21084_AppleValleyMOB_Shell_Master_jjohnson@mohagenhansen.com.rvtCS201 CITY SUBMITTAL - SHELL PLAN - FIRST LEVEL S.PAETZEL J.JOHNSON 10-14-2022 21084 HJ Developement\AppleValleyMOB_Shell_21084 PRELIMINARY PRICING ORCHARD PLACE MOB NEW CONSTRUCTION ORCHARD PLACE MOB PILOT KNOB RD. & 155TH ST. W. APPLE VALLEY, MN 55124 1/8" = 1'-0"CS201 1 C.S. - SHELL PLAN - FIRST LEVEL FLOOR PLAN KEYNOTES TAG KEYNOTE 1 GLASS HANDRAIL SYSTEM INCLUDED IN INTERIOR PACKAGE SCOPE 2 - NO. DESCRIPTION DATE CITY SUBMITTAL 08-18-2022 DN UP 6 6 15 15 7 7 10 10 12 12 14 14 KK BB EE FF GG LL 4 4 2 2 17 17 3 3 13 13 MM AA 16 16 18 18 19 19 DD JJ HH 8 8 5 5 9 9 11 11 NN A404 1 A4043 P003 3 1 1 CC A406 3 ELEV. B 12136'-0"1'-8 3/8"2'-0" 4'-0" 2'-0" 10'-8" 10'-0" 10'-0" 30'-7 5/8"30'-8"16'-0 3/8" 14'-7 1/4" 2'-0"1'-8 3/8"6'-0" 2'-0" 30'-8"97'-4"2'-0" 16'-8" 10'-0"87'-4"20'-0"1'-8 3/8"4'-3 5/8"1'-8 3/8"3 5/8"1'-8 3/8"22'-11 5/8" 5'-4" 8"1'-8 3/8"4'-3 5/8" 4'-0" 6'-0" 4'-0" 6'-0" 4'-0" 10'-0" 4'-0" 8'-0" 4'-0" 8'-0" 4'-0" 2'-0" 4'-0" 21'-7 5/8"1'-8 3/8"1'-8 3/8"3 5/8"1'-8 3/8"14'-11 5/8" 1'-8 3/8" 8'-3 5/8"1'-8 3/8"4'-3 5/8" 4'-0" 5'-4" 4'-0" 3'-0" 4'-0" 7'-0" 4'-0" 12'-8" 4'-0" 3'-4" 4'-0" 6'-8" 4'-0" 5'-4" 4'-0" 6'-0" 1'-8 3/8" 16'-7 1/4"1'-8 3/8"1'-8 3/8"51'-11 1/4"1'-8 3/8"6'-6 3/8" 6'-1 5/8" 4'-0" 9'-4" 4'-0" 6'-11 3/8"2'-4 5/8"4'-0" 4'-8" 12'-0" 3'-8 3/8" 3'-8" 9'-3 5/8" 4'-0"1'-11 5/8"7'-4 3/8" 4'-0"3'-9 3/8" 5'-6 5/8" 3'-7 5/8"4 3/8" 16'-8" 4'-2 3/8" 7'-9 5/8" 4'-8" 4'-0" 9'-4" 4'-0"7 3/8" 13'-4 5/8" 1'-8 3/8" 2'-3 5/8"14'-3 5/8" 1'-8 3/8" ELEV. A 31 1.2 1.2 F.5F.5 J.5J.5 G.9G.9 GENERAL PROJECT NOTES 1. OWNER FURNISHED EQUIPMENT SUPPLIERS ARE TO COORDINATE FINAL LOCATION OF EQUIPMENT AND INSTALLATION WITH THE OWNER. 2. ELECTRICAL CONTRACTOR & CABLE CONTRACTOR ARE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED TO WALLS, FINISHES, CEILINGS ETC. IN THE COURSE OF THEIR CONSTRUCTION. IF CONTRACTORS BEGIN WORK IN AN AREA WITH EXISTING DAMAGE THEY ARE TO IMMEDIATELY NOTIFY THE OWNER OR ASSUME RESPONSIBILITY OF SUCH DAMAGE. 3. SHADING INDICATES AREA THAT IS NOT INCLUDED IN THE SCOPE OF WORK.NDATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONC:\Revit Projects\21084_AppleValleyMOB_Shell_Master_jjohnson@mohagenhansen.com.rvtCS202 CITY SUBMITTAL - SHELL PLAN - SECOND LEVEL S.PAETZEL J.JOHNSON 10-14-2022 21084 HJ Developement\AppleValleyMOB_Shell_21084 PRELIMINARY PRICING ORCHARD PLACE MOB NEW CONSTRUCTION ORCHARD PLACE MOB PILOT KNOB RD. & 155TH ST. W. APPLE VALLEY, MN 55124 1/8" = 1'-0"CS202 1 C.S. - SHELL PLAN - SECOND LEVEL FLOOR PLAN KEYNOTES TAG KEYNOTE 1 GLASS HANDRAIL SYSTEM INCLUDED IN INTERIOR PACKAGE SCOPE 2 - NO. DESCRIPTION DATE CITY SUBMITTAL 08-18-2022 GENERAL ROOF NOTES 1. MIN. ROOF R-VALUE OF R-30 ON MAIN BUILDING ROOF PER ENERGY CODE. 2. SEAL ALL ROOF PENETRATIONS W/ CLOSED CELL SPRAY FOAM FOR VAPOR AND AIR CONTROL. FOAM FILL SHALL BE PLENUM RATED OR ENCAPSULATED WITH PLENUM-RATED MATERIALS (FIRE STOPPING OR SHEET METAL). FULLY ENGAGE VAPOR BARRIER AT ALL PENETRATIONS. 3. TAPERED INSULATION MUST MAINTAIN MINIMUM 1/4" SLOPE; ROOFING CONTRACTOR TO VERIFY CRICKET LOCATIONS. 4. SEE DETAILS FOR TYPICAL ROOF PENETRATIONS. 5. SEE STRUCTURAL DRAWINGS FOR SLOPED STRUCTURE. ROOF TYPES SEE A002 ROOF ROOF ASSEMBLIES. 6 157101214 K B E F G L 42 17313 M A 16 18 19 D J H 85 9 11 N 1 C 125'-4"63'-8"63'-8"46'-4"15'-4" 2'-0" 1.2 F.5 J.5 G.9 1/4" PER 1' ROOF INSULATION SLOPE 1/4" PER 1' ROOF INSULATION SLOPE 1/4" PER 1' ROOF INSULATION SLOPE 1/4" PER 1' ROOF INSULATION SLOPE 1/4" PER 1' ROOF INSULATION SLOPE 1/4" PER 1' ROOF INSULATION SLOPE 1/4" PER 1' ROOF INSULATION SLOPE 1/4" PER 1' ROOF INSULATION SLOPE 1 4 4 4 4 4 4 4 3 32 4 5 5 5 1/4" PER 1' ROOF INSULATION SLOPE IN ALL DIRECTIONS 1/4" PER 1' ROOF INSULATION SLOPE IN ALL DIRECTIONS 6 NDATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONC:\Revit Projects\21084_AppleValleyMOB_Shell_Master_jjohnson@mohagenhansen.com.rvtCS203 CITY SUBMITTAL - ROOF PLAN AND ROOF DETAILS S.PAETZEL J.JOHNSON 10-14-2022 21084 HJ Developement\AppleValleyMOB_Shell_21084 PRELIMINARY PRICING ORCHARD PLACE MOB NEW CONSTRUCTION ORCHARD PLACE MOB PILOT KNOB RD. & 155TH ST. W. APPLE VALLEY, MN 55124 ROOF PLAN KEYNOTES TAG KEYNOTE 1 INSULATED ROOF HATCH - 6'-0" X 2'-6". 2 RTU SCREEN MOUNTED DIRECTLY TO EQUIPMENT. 3 INSULATED ROOF CRICKET. 4 ROOF AND OVERFLOW DRAIN. 5 ROOF TOP MECHANICAL EQUIPMENT. 6 ROOF WALKWAY PADS - VERIFY FINAL LOCATIONS ONSITE. 7 PREFINISHD METAL PARAPET CAP TO COVER ENTIRE FIN WALL TOP. 1/8" = 1'-0"CS203 1 C.S. - ROOF PLAN NO. DESCRIPTION DATE MTL-1 ACM-1 EIFS-1 CSTN-1 BRK-1 W4 W9A W4W4 W10 W4W4 W10 W4 W10 W4 W10W10W10 W10 W10 ACCENT TRIM RTU SCREENMTL-1 ACM-2 FCB-1 ACM-1 CSTN-1 BRK-1 ACM-1 ACM-2 CSTN-1 BRK-1 SIGNAGE - 281 SF ACM REVEALS MTL-1 EIFS-1 CSTN-1BRK-1 FCB-1 CSTN-1 FCB-1ACM-2 ACM-1 W1 W2 W3 W4 W4 W4 W3 W3 W1 W2 W5 W6 W7 W8 W1W1 W2 W4 W3 W2 ACCENT TRIM MTL-1ACM FINISHED INTEGRATED PARAPET CAP RTU SCREEN ACM-1 EIFS-1 CSTN-1 BRK-1 MTL-1 SIGNAGE - 281 SF ACM REVEALS W4 W4 W12 CSTN-1 FCB-1 BRK-1 ACM-2 ACM-1 MTL-1 ACM-1 ACM-2 MTL-1 ACM-1 RTU SCREEN EIFS-1 MTL-1 CSTN-1 BRK-1 SIGNAGE - 281 SF W10 W10 W10 W10 W10 W10 W10 W11 W11 W9B MTL-1 EIFS-1 BRK-1 CSTN-1 MTL-1 ACM-1 CSTN-1 BRK-1 FCB-1 RTU SCREEN W3 W3 W4W4 W1 W2 W3 W4 W3 W4 W3 W4 W1 W2 W4 W3 W3 W4 W3 W4 W3 W4 BRK-1 BRICK: GLEN GERY (OR EQ.) COLOR: OYSTER GREY WIRECUT (TBD) - RUNNING BOND - UTILITY SIZE EXTERIOR MATERIALS LEGEND CSTN-1 CAST STONE: STONEWORKS (OR EQ.) - RATED FOR CONTACT W/ SALT, WATER, GRADE COLOR: BUFFSTONE #5127 - LIGHT SANDBLAST FCB-1 FIBER CEMENT BOARD: NICHIHA - VINTAGE WOOD AWP 3030 COLOR: CEDAR OUTSIDE CORNER TRIM: NICHIHA PANEL CORNERS - PREFINISHED CORNERS HORIZONTAL ACCENT TRIM: FRY REGLET - H5 DOUBLE HORIZONTAL - CLEAR ANODIZED - USED WITH NICHIHA COMPRESSION JOINT DETAIL - SEE MFR. P-1 PAINT: SHERWIN WILLIAMS COLOR: TO MATCH EIFS EIFS-1 DRYVIT ACRYLIC-BASED COLOR: SW 7047 PORPOISE (TBD) PATTERN: SANDPEBBLE FINE ACM-1 ALUMINUM COMPOSITE METAL PANEL: ALUCOBOND (OR EQ.) - DRY SYSTEM COLOR: BONE WHITE NOTES: 1. STOREFRONT FRAME: SEE A001 FOR MORE INFORMATION 2. HM DOORS: TO BE PAINTED P-1, U.N.O. 3. GLAZING: SEE A001 GLAZING INFORMATION. 4. STOREFRONT FRAME: SEE A001 GLAZING INFORMATION. 5. EXTERIOR LIGHTING: SEE CONSULTANT'S DRAWINGS FOR SPECIFICATION AND LOCATION. 6. SAMPLES: PROVIDE SAMPLES FOR CLIENT AND ARCHITECT TP REVIEW BEFORE CONSTRUCTION AS SPECIFIED ABOVE. 7. MOCK-UP: PROVIDE INTEGRATED EXTERIOR WALL ASSEMBLY AND CLADDING MOCK-UP AS SPECIFIED ABOVE. 8. CANOPY SOFFITS: SEE CANOPY REFLECTED CEILING PLANS. ACM-2 ALUMINUM COMPOSITE METAL PANEL: ALUCOBOND (OR EQ.) - DRY SYSTEM COLOR: NEW-AGE DARK BRONZE MICA (TBD) MTL-1 PREFINISHED METAL COPING AND TRIM: FIRESTONE COLOR: BONE WHITE * SEE A002 FOR WALL TYPES MTL-2 PREFINISHED METAL SOFFIT PANEL: FIRESTONE - UC500 COLOR: BONE WHITE NDATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONC:\Revit Projects\21084_AppleValleyMOB_Shell_Master_jjohnson@mohagenhansen.com.rvtCS300 CITY SUBMITTAL - EXTERIOR BUILDING ELEVATIONS S.PAETZEL J.JOHNSON 10-14-2022 21084 HJ Developement\AppleValleyMOB_Shell_21084 PRELIMINARY PRICING ORCHARD PLACE MOB NEW CONSTRUCTION ORCHARD PLACE MOB PILOT KNOB RD. & 155TH ST. W. APPLE VALLEY, MN 55124 1/8" = 1'-0"CS300 2 C.S. - ELEVATION - SOUTH 1/8" = 1'-0"CS300 1 C.S. - ELEVATION - WEST 1/8" = 1'-0"CS300 5 C.S. - ELEVATION - NORTH 1/8" = 1'-0"CS300 4 C.S. - ELEVATION - EAST CS300 6 C.S. - DOCK ACCESS CS300 3 C.S. - CANOPY - ENTRY NO. DESCRIPTION DATE CITY SUBMITTAL 08-18-2022 DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONC:\Revit Projects\21084_AppleValleyMOB_Shell_Master_jjohnson@mohagenhansen.com.rvtCS301 CITY SUBMITTAL - EXTERIOR RENDERINGS S.PAETZEL J.JOHNSON 10-14-2022 21084 HJ Developement\AppleValleyMOB_Shell_21084 PRELIMINARY PRICING ORCHARD PLACE MOB NEW CONSTRUCTION ORCHARD PLACE MOB PILOT KNOB RD. & 155TH ST. W. APPLE VALLEY, MN 55124 EXTERIOR RENDERING - NORTH WEST EXTERIOR RENDERING - SOUTH WEST NO. DESCRIPTION DATE NDATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONC:\Revit Projects\21084_AppleValleyMOB_Shell_Master_jjohnson@mohagenhansen.com.rvtCS302 CITY SUBMITTAL - EXTERIOR RENDERINGS S.PAETZEL J.JOHNSON 10-14-2022 21084 HJ Developement\AppleValleyMOB_Shell_21084 PRELIMINARY PRICING ORCHARD PLACE MOB NEW CONSTRUCTION ORCHARD PLACE MOB PILOT KNOB RD. & 155TH ST. W. APPLE VALLEY, MN 55124 EXTERIOR RENDERING - PILOT KNOB ROAD EXTERIOR RENDERING - SOUTH EAST NO. DESCRIPTION DATE FIRST FLOOR100' -0"ROOF (HIGH POINT)127' -11"T.O.P. 3 (MAIN GABLE)113' -6"T.O.P. 1 (LOWER GABLE)110' -10 1/2"T.O. BEAM (PORCH)109' -10 1/4"2A3.12A3.11A3.21A3.21A3.11A3.1GA101AAB1B28" / 12"8" / 12"8" / 12"8" / 12"8" 12"8" 12"8" 12"4" / 12"T.O.P. 4 (VESTIBULE)111' -0"A2.1307.70207.70122.42403.401A6.11503.4013 1/2"07.43026.112A6.1144A6.11A6.19A6.107.417A6.187 1/4"07.421A6.2307.30107.401A6.11512A6.12A6.2A6.314A6.31423.32423.323FIRST FLOOR100' -0"T.O.P. 2 (OVERALL)112' -0"ROOF (HIGH POINT)127' -11"2A3.22A3.23A3.23A3.2FFB1127B18" / 12"8" / 12"4" / 12"8" / 12"8" 12"8" / 12"8" 12"8" / 12"B1117CT.O.P. 4 (VESTIBULE)111' -0"26.10323.31923.31926.11212A6.12A6.2A6.114A6.1137 1/4"07.4173 1/2"07.430A6.111A6.1307.70207.70103.40107.70107.40107.30107.4219A6.11A6.14A6.13 1/2"07.43023.32423.323• STONE: ENVIRONMENTAL STONEWORKS, “ANDES SUMMIT SHADOW LEDGE”, STANDARD MORTAR INSTALLATION• ROOF SHINGLES:CERTAIN TEED HEATHER BLEND• WOOD TIMBERS, TRIM AND T&G CEILING:SMOOTH SURFACE, NATURAL STAIN• LAP SIDING: SHERWIN WILLIAMS BRAND #SW7602 “INDIGO BATIK”• SIDING TRIM:WHITE• STOREFRONT FRAME: ANODIZE -CLEAR • VINYL WINDOW FRAMES: WHITE FOR BOTH EXTERIOR & INTERIOR SIDE• HM DOOR PANELS & FRAMES: SHERWIN WILLIAMS BRAND #SW7048 URBANE BRONZE• PREFINISHED ALUMINUM FASCIA & SOFFIT:WHITE• GUTTER & DOWNSPOUTS:WHITE• MECHANICAL CAPS & LIGHT FIXTURES: WHITE• STANDING SEAM METAL:BERRIDGE “CITY SCAPE”• SHAKE SIDING: SHERWIN WILLIAMS BRAND #SW7602 “INDIGO BATIK”CAST STONE GENERAL NOTES1. THE CAST STONE MANUFACTURER IS RESPONSIBLE FOR REVIEWING AND PROVIDING SHOP DRAWINGS OF ALL CAST STONE CONDITIONS. SHOP DRAWINGS ARE TO INCLUDE, BUT NOT LIMITED TO, ELEVATIONS OF THE ASSEMBLIES SHOWING THE CAST LOCATIONS, JOINT LOCATIONS, CONNECTION DETAILS, FIELD MEASURED INFORMATION, NECESSARY COORDINATION INFORMATION FOR STRUCTURAL REVIEW AND OTHER PERTINENT INFORMATION TO INSURE PROPER FABRICATION AND INSTALLATION OF THE CAST STONE WORK.2. ALL CAST STONE FINISH TO BE SMOOTH LIMESTONE LIKE FINISH U.N.O.3. CAST STONE MANUFACTURER IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO MANUFACTURING OF THE CAST STONE PIECES. MODIFICATIONS TO ACCOMMODATE OTHER TRADES WORK, SUCH AS STEEL STRUCTURE ARE TO BE COORDINATED WITH GC.4. SEE DOOR AND WINDOW DETAILS FOR CAST STONE ASSEMBLIES LOCATED AT DOORS AND WINDOW LOCATIONS.5. SEE SPECIFICATION FOR STONE STYLE AND COLOR. PROVIDE FINISH SAMPLES TO JOB SITE OR ARCHITECT IMMEDIATELY UPON RECEIPT OF PRODUCTS REQUESTED.ELEVATION GENERAL NOTES1. BUILDING ELEVATIONS SHOWN ARE TO HELP CLARIFY OVERALL DESIGN INTENT. REFER TO FLOOR PLANS, REFLECTED CEILING PLANS, ROOF PLANS, WALL SECTIONS, ETC. FOR SPECIFIC DESIGN INFORMATION NOT EXPRESSLY DEFINED HEREIN.2. EXTERIOR FINISH MATERIALS AND TREATMENTS ARE NOT NOTED IN ALL LOCATIONS. WHERE A MATERIAL, SURFACE, OR SYSTEM IS DEFINED THE BALANCE SHALL BE CONSIDERED AS REPETITION.3. REFER TO REFLECTED CEILING PLANS AND ELECTRICAL DRAWINGS FOR SPECIFIC TYPE AND SIZE OF EXTERIOR WALL AND CEILING MOUNTED LIGHT FIXTURES.4. REFER TO REFLECTED CEILING PLANS FOR HEIGHT OF SPRING POINTS AND TOP OF ARCHES IN EXTERIOR WALLS.5. COORDINATE GUTTER AND DOWNSPOUT LOCATIONS WITH REQUIREMENTS INDICATED ON ROOF PLAN.6. GRADE LINES INDICATED ON ELEVATIONS ARE APPROXIMATE. REFER TO CIVIL DRAWINGS FOR FINISH GRADE CONTOURS.7. EXPOSED EXTERIOR WOOD MEMBERS SHALL BE STAINED, SANDBLASTED, AND RE-STAINED TO ACHIEVE ARCHITECT -APPROVED FINISH, U.N.O.8. PROVIDE SPECIFIED WATERPROOFING ON WALLS BELOW GRADE.9. REFER TO APPROPRIATE SCHEDULES FOR SIZES AND CONFIGURATIONS OF DOORS, WINDOWS, STOREFRONTS, LOUVERS, SHUTTERS, ETC.10. CONFIRM DOWNSPOUTS WITH CIVIL & PLUMBING DRAWINGS, BRING TO ARCHITECTS ATTENTION ANY DISCREPANCIES PRIOR TO CONSTRUCTION.11. ALL EXPOSED EXTERIOR STEEL TO BE HOT-DIP GALVANIZED.12. USGS DATUM OF F.F.E: ???(RE:CIVIL) EQUALS ARCHITECTURE FINISH FLOOR 100' -0" DATUM9' - 0"5' - 0"NOTE• SIGNAGE IS FOR REFERENCE ONLY• SEPARATE CONTRACT SHALL BE SUBMITTEDPROJ. NO:DRAWN BY:CHECKED BY:DESCRIPTIONISSUE SCHEDULENO. DATEAll design, documents and data prepared shall remain the property of TerWisscha Construction Inc and shall not be copied, changed, or disclosed in any form without written consent. TerWisscha Construction Inc shall not be responsible for any alterations or revisions made by anyone other than employees of TerWisscha Construction Inc.© TerWisscha Construction Inc1550 WILLMAR AVENUE S.E.WILLMAR, MINNESOTA 56201320.235.1664 FAX 320.235.31377/23/2021 3:00:26 PMA2.1EXTERIOR ELEVATIONS21-02-008ORCHARD PLACE155TH ST. W. AND PILOT KNOB RDAPPLE VALLEY, MN 55124RCRWWCHAFIN VETERINARYTBDFOR CONSTRUCTION11/4" = 1'-0"A2.11NORTH ELEVATION1/4" = 1'-0"A2.12WEST ELEVATIONNTSEXTERIOR FINISH LEGENDKEYNOTE LEGENDKEY VALUEKEYNOTE TEXT03.401 PRECAST CONCRETE SPLASH BLOCKS07.301 ASPHALT SHINGLE ROOF; RE: FINISH SCHEDULE07.401 STANDING SEAM METAL ROOF; RE: FINISH SCHEDULE07.417 SIDING TRIM BOARD; RE: FINISH SCHEDULE07.421 PREFINISHED ALUMINUM FASCIA; RE: FINISH SCHEDULE07.430 SIDING CORNER TRIM; RE: FINISH SCHEDULE07.701 MANUFACTURED GUTTERS AND DOWNSPOUTS07.702 RIDGE VENT22.424 WATER HYDRANT; RE: PLUMBING23.319 AIR HANDLING UNIT; RE: MECHANICAL23.323 VENT THROUGH ROOF; RE: MECHANICAL23.324 ROOF CAP, TYPICAL; RE: MECHANICAL26.103 ELECTRIC CT/METER; RE: ELECTRICAL26.112 EXTERIOR LIGHT FIXTURE; RE: ELECTRICAL3/8" = 1'-0"A2.13EXT. WALL SIGNAGEREVISION SCHEDULENO. DESCRIPTION DATE FIRST FLOOR100' -0"T.O.P. 2 (OVERALL)112' -0"ROOF (HIGH POINT)127' -11"T.O.P. 1 (LOWER GABLE)110' -10 1/2"2A3.12A3.11A3.21A3.21A3.11A3.1B1FEECCCF8" / 12"8" / 12"8" / 12"8" / 12"8" 12"8" 12"T.O.P. 4 (VESTIBULE)111' -0"03.40107.70107.42122.42403.40126.11207.7021A6.14A6.112A6.19A6.126.10823.319A6.114A6.115A6.11607.43022.42723.32323.324FIRST FLOOR100' -0"T.O.P. 2 (OVERALL)112' -0"ROOF (HIGH POINT)127' -11"T.O.P. 1 (LOWER GABLE)110' -10 1/2"2A3.22A3.23A3.23A3.2117BHADFF8" / 12"8" / 12"8" / 12"8" / 12"4" / 12"8" 12"8" 12"T.O.P. 4 (VESTIBULE)111' -0"26.1123 1/2"07.41707.42107.70107.30107.40122.42423.31907.7021A6.14A6.19A6.112A6.1A6.113A6.114A6.115A6.1703.40107.4307 1/4"A6.31410.30422.42708.90223.32323.324CAST STONE GENERAL NOTES1. THE CAST STONE MANUFACTURER IS RESPONSIBLE FOR REVIEWING AND PROVIDING SHOP DRAWINGS OF ALL CAST STONE CONDITIONS. SHOP DRAWINGS ARE TO INCLUDE, BUT NOT LIMITED TO, ELEVATIONS OF THE ASSEMBLIES SHOWING THE CAST LOCATIONS, JOINT LOCATIONS, CONNECTION DETAILS, FIELD MEASURED INFORMATION, NECESSARY COORDINATION INFORMATION FOR STRUCTURAL REVIEW AND OTHER PERTINENT INFORMATION TO INSURE PROPER FABRICATION AND INSTALLATION OF THE CAST STONE WORK.2. ALL CAST STONE FINISH TO BE SMOOTH LIMESTONE LIKE FINISH U.N.O.3. CAST STONE MANUFACTURER IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO MANUFACTURING OF THE CAST STONE PIECES. MODIFICATIONS TO ACCOMMODATE OTHER TRADES WORK, SUCH AS STEEL STRUCTURE ARE TO BE COORDINATED WITH GC.4. SEE DOOR AND WINDOW DETAILS FOR CAST STONE ASSEMBLIES LOCATED AT DOORS AND WINDOW LOCATIONS.5. SEE SPECIFICATION FOR STONE STYLE AND COLOR. PROVIDE FINISH SAMPLES TO JOB SITE OR ARCHITECT IMMEDIATELY UPON RECEIPT OF PRODUCTS REQUESTED.ELEVATION GENERAL NOTES1. BUILDING ELEVATIONS SHOWN ARE TO HELP CLARIFY OVERALL DESIGN INTENT. REFER TO FLOOR PLANS, REFLECTED CEILING PLANS, ROOF PLANS, WALL SECTIONS, ETC. FOR SPECIFIC DESIGN INFORMATION NOT EXPRESSLY DEFINED HEREIN.2. EXTERIOR FINISH MATERIALS AND TREATMENTS ARE NOT NOTED IN ALL LOCATIONS. WHERE A MATERIAL, SURFACE, OR SYSTEM IS DEFINED THE BALANCE SHALL BE CONSIDERED AS REPETITION.3. REFER TO REFLECTED CEILING PLANS AND ELECTRICAL DRAWINGS FOR SPECIFIC TYPE AND SIZE OF EXTERIOR WALL AND CEILING MOUNTED LIGHT FIXTURES.4. REFER TO REFLECTED CEILING PLANS FOR HEIGHT OF SPRING POINTS AND TOP OF ARCHES IN EXTERIOR WALLS.5. COORDINATE GUTTER AND DOWNSPOUT LOCATIONS WITH REQUIREMENTS INDICATED ON ROOF PLAN.6. GRADE LINES INDICATED ON ELEVATIONS ARE APPROXIMATE. REFER TO CIVIL DRAWINGS FOR FINISH GRADE CONTOURS.7. EXPOSED EXTERIOR WOOD MEMBERS SHALL BE STAINED, SANDBLASTED, AND RE-STAINED TO ACHIEVE ARCHITECT -APPROVED FINISH, U.N.O.8. PROVIDE SPECIFIED WATERPROOFING ON WALLS BELOW GRADE.9. REFER TO APPROPRIATE SCHEDULES FOR SIZES AND CONFIGURATIONS OF DOORS, WINDOWS, STOREFRONTS, LOUVERS, SHUTTERS, ETC.10. CONFIRM DOWNSPOUTS WITH CIVIL & PLUMBING DRAWINGS, BRING TO ARCHITECTS ATTENTION ANY DISCREPANCIES PRIOR TO CONSTRUCTION.11. ALL EXPOSED EXTERIOR STEEL TO BE HOT-DIP GALVANIZED.12. USGS DATUM OF F.F.E: ???(RE:CIVIL) EQUALS ARCHITECTURE FINISH FLOOR 100' -0" DATUM• STONE: ENVIRONMENTAL STONEWORKS, “ANDES SUMMIT SHADOW LEDGE”, STANDARD MORTAR INSTALLATION• ROOF SHINGLES:CERTAIN TEED HEATHER BLEND• WOOD TIMBERS, TRIM AND T&G CEILING:SMOOTH SURFACE, NATURAL STAIN• LAP SIDING: SHERWIN WILLIAMS BRAND #SW7602 “INDIGO BATIK”• SIDING TRIM:WHITE• STOREFRONT FRAME: ANODIZE -CLEAR • VINYL WINDOW FRAMES: WHITE FOR BOTH EXTERIOR & INTERIOR SIDE• HM DOOR PANELS & FRAMES: SHERWIN WILLIAMS BRAND #SW7048 URBANE BRONZE• PREFINISHED ALUMINUM FASCIA & SOFFIT:WHITE• GUTTER & DOWNSPOUTS:WHITE• MECHANICAL CAPS & LIGHT FIXTURES: WHITE• STANDING SEAM METAL:BERRIDGE “CITY SCAPE”• SHAKE SIDING: SHERWIN WILLIAMS BRAND #SW7602 “INDIGO BATIK”PROJ. NO:DRAWN BY:CHECKED BY:DESCRIPTIONISSUE SCHEDULENO. DATEAll design, documents and data prepared shall remain the property of TerWisscha Construction Inc and shall not be copied, changed, or disclosed in any form without written consent. TerWisscha Construction Inc shall not be responsible for any alterations or revisions made by anyone other than employees of TerWisscha Construction Inc.© TerWisscha Construction Inc1550 WILLMAR AVENUE S.E.WILLMAR, MINNESOTA 56201320.235.1664 FAX 320.235.31377/23/2021 3:00:32 PMA2.2EXTERIOR ELEVATIONS21-02-008ORCHARD PLACE155TH ST. W. AND PILOT KNOB RDAPPLE VALLEY, MN 55124RCRWWCHAFIN VETERINARYTBDFOR CONSTRUCTION11/4" = 1'-0"A2.21SOUTH ELELVATION1/4" = 1'-0"A2.22EAST ELEVATIONNTSEXTERIOR FINISH LEGENDKEYNOTE LEGENDKEY VALUEKEYNOTE TEXT03.401 PRECAST CONCRETE SPLASH BLOCKS07.301 ASPHALT SHINGLE ROOF; RE: FINISH SCHEDULE07.401 STANDING SEAM METAL ROOF; RE: FINISH SCHEDULE07.417 SIDING TRIM BOARD; RE: FINISH SCHEDULE07.421 PREFINISHED ALUMINUM FASCIA; RE: FINISH SCHEDULE07.430 SIDING CORNER TRIM; RE: FINISH SCHEDULE07.701 MANUFACTURED GUTTERS AND DOWNSPOUTS07.702 RIDGE VENT08.902 MECHANICAL LOUVER; RE; MECHANICAL10.304 HORIZONTAL TERMINATION CAP22.424 WATER HYDRANT; RE: PLUMBING22.427 DOWNSPOUT NOZZLE; RE: PLUMBING23.319 AIR HANDLING UNIT; RE: MECHANICAL23.323 VENT THROUGH ROOF; RE: MECHANICAL23.324 ROOF CAP, TYPICAL; RE: MECHANICAL26.108 EMERGENCY GENERATOR; RE: ELECTRICAL26.112 EXTERIOR LIGHT FIXTURE; RE: ELECTRICALREVISION SCHEDULENO. DESCRIPTION DATE I T E M: 5.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:December 7, 2022 S E C T I O N:L and Use / Action I tems Description: Obsidian Cobblestreet Mall S taff Contact: A lex Sharpe, Planning and Economic Dev. S pec. Department / Division: Community Development Department Applicant: Obsidian Cobblestreet, L L C P roject Number: P C22-25-B Applicant Date: 11/23/2022 60 Days: 1/22/2023 120 Days: 3/23/2023 AC T I O N RE Q UE S T E D: Consider the applicant's request and provide comments to staff. It is the policy of the Planning C ommission to not take action on an item the evening it is introduced. S UM M ARY: For consideration is a request from Obsidian C obblestreet, LLC , for a site plan and building permit authorization for a 4,915 sq. ft. retail building at 15748 Emperor Ave. T he site has been previously platted and all park dedication was satisfied through the Cobblestone Lake development. T he site is .71 acres and is located at the northeast corner of Emperor Ave and 158th St. W, south of C aribou and C LO VR Life Spa. T he building is proposed to be split into two retail spaces, the first, a 2,485 sq. ft. gym/athletic user, and a future retail tenant for the remaining 1,772 sq. ft. B AC K G RO UND: Comprehensiv e Guiding and Zoning T he site is guided "C" (Commercial) in the 2040 Comprehensive Plan. C ommercial areas include a wide variety of retail, office and service uses that vary in intensity and off-site impacts. T he C ity uses the zoning ordinance to regulate the intensity and characteristics of development. T he site is zoned "PD-703" Zone 6, which allows a variety of retail, office, restaurant, and athletic uses. T he applicant is currently proposing a gym user in the larger tenant space, which is a permitted use within the zone. Site P lan Site access was previously established with a shared drive off of Emperor Ave, and a direct access to 158th St. W. T he building is oriented to face north with the primary parking field to be shared with the adjoining lot to the north. T here are 31 parking stalls provided, which should allow for most uses on the site in combination with the athletic/gym space. A cross access and parking agreement exists with this lot, and the lot to the north that was established at the time of the Cobblestone Lake South Shore 9th Addition plat. Sidewalks surround the site, but the site plan does not currently show a trail connection from the entrance of the proposed building out to any of the adjacent sidewalks. Staff is recommending that additional pedestrian connectivity be considered. Additionally, the site to the north has sidewalk that aligns with the handicap loading zone on this site. Additional striping in the parking lot is recommended to provide site users a designated drive-isle crossing as was anticipated at the time of platting. A bike rack near the front entrance is required by code, but not currently shown on the plan. Resubmitted plans should provide for a bike rack location in an area close to the front entrances that does not impede pedestrian traffic. Site Grading, Stormwater and Utilities T he site is relatively flat with just over 3' of grade change on the site from west to east. Stormwater for this site is managed through the overall C obblestone Lake development and an underground infiltration system is not required. Utilities are stubbed to the site from 158th St. W. Building E lev ations T he submitted building elevations generally meet the performance standards in the Cobblestone Development. However, staff is suggesting that on the east/west walls that the materials include stone or brick accents to divide the building massing. For example, on the east wall that is all brick, a vertical or horizontal banding of the stone material be added, and vice-versa for the west wall. Additionally, adding in accents to the rear of the building would also help to break up single-material wall spaces. T he parapet wall for the building only extends to one side of the structure. At this time the placement of rooftop HVA C (RT U)units cannot be determined. Screening of these units is required by code. T he applicant can either anticipate to screen one of the units, or extend the parapet wall to ensure that future RT Us can be placed in compliance with ordinance. Landscape P lan Landscaping for the site is incomplete. T he applicant's initial submission includes 3 trees and an unknown number of shrubs, grasses, and small ground cover plants. Ordinance requires that the building install landscaping at 2.5% of the means construction cost of the building/site. At this time the proposed landscape plan does not appear to meet this requirement. T his is a small site and in similar cases the C ity has allowed landscape budget to be utilized on other site/aesthetic improvements such as private art for public viewing, improved materials for outdoor patios, or environmental sustainability improvements like EV charging stations. Lighting P lan In commercial and industrial areas, any light or combination of lights that cast light on any adjacent commercial or industrial property shall not exceed one-foot candle as measured at the property line. Also, any lighting used to illuminate an off-street parking area or sign shall be arranged so as to deflect light away from any adjoining residential zone or from the public streets. Direct glare from floodlights or similar sources, shall not be directed into any adjoining property or public streets, and all the source of all lights shall be hooded or controlled in some manner so as not to light adjacent property. Mitigative measures shall be employed to limit glare and spill light to protect neighboring parcels and to maintain traffic safety on public roads. T hese measures shall include lenses, shields, louvers, prismatic control devices and limitations on the height and type of fixtures. Any light or combination of lights that cast light on any adjacent commercial or industrial property shall not exceed one- foot candle as measured at the property line candles at ground level. T he applicant shall submit a lighting plan that shows that the development will be in compliance with the C ity's lighting requirements. T he hours of illumination of any signage directly adjacent to a residential area shall be restricted. Signs T he submitted plans show building signage locations on their building elevations. No signage details have been included with their submission. Approval of the site plan/building permit authorization will not constitute sign approval. A separate sign application will need to be submitted and approved prior to erecting any signs. Signage and identity structures shall be incorporated into a landscape design and shown on landscape or site plans. All signage shall be in conformance with C hapter 154 of the C ity Code and any special performance standards set forth the planned development ordinance. Env ironmental Considerations Staff has encouraged the applicant to utilize sustainable materials, design, and heating/cooling options. T he applicant is currently evaluating sustainable practices and will provide the City with details on items it will be installing that meet sustainability best practices. B UD G E T I M PAC T: Park Dedication has been previously satisfied through the overall C obblestone development. AT TAC HM E NT S : Area Map Z oning Map Plan S et PILOT KNOB RD157TH ST W EMPEROR AVECOBBLESTONE LAKE PKWY S ELMHURST LN158TH ST W 159TH ST W 157TH ST W PILOT KNOB RD158TH ST W SITE Obsidian Cobblestreet Mall 15748 Emperor Ave ¯ ^ 0 100 200 300 Feet PILOT KNOB RD157TH ST W EMPEROR AVECOBBLESTONE LAKE PKWY S ELMHURST LN158TH ST W 159TH ST W 157TH ST W PILOT KNOB RD158TH ST W P P SITE Obsidian Cobblestreet Mall 15748 Emperor Ave ¯ ^ 0 100 200 300 Feet PD-706Zone 6 PD-706Zone 6 PD-706Zone 6 PD-706Zone 6 PD-706Zone 5 44444488888888888888 8888888888EXISTING SITE CONDITIONS · · · · · · · · · ·I HEREBY CERTIFY THAT THISPLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDERMY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.SIGNATURE:TYPED NAME:DATE:LICENSE NUMBER:NOT FOR CONSTRUCTION -SHEET NO. SET TYPE ISSUE DATE DRAWN BY: JOB NO. CHECKED BY:engineers• architects• planners• environmental specialistsland surveyors• landscape architects• interior designersARCHITECT/ENGINEER:800-472-7372www.cedarcorp.comMINNESOTA STAMP:STRIP MALLOBSIDIAN DEVELOPMENT, LLCAPPLE VALLEY, MINNESOTA11.07.2022BIDDING DOCUMENTSKAT O6798-001 RPK-XX.XX.XXXX-NO.DATE DESCRIPTION C100 4448888888 8888888REMOVAL PLAN · · · · · ·I HEREBY CERTIFY THAT THISPLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDERMY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.SIGNATURE:TYPED NAME:DATE:LICENSE NUMBER:NOT FOR CONSTRUCTION -SHEET NO. SET TYPE ISSUE DATE DRAWN BY: JOB NO. CHECKED BY:engineers• architects• planners• environmental specialistsland surveyors• landscape architects• interior designersARCHITECT/ENGINEER:800-472-7372www.cedarcorp.comMINNESOTA STAMP:STRIP MALLOBSIDIAN DEVELOPMENT, LLCAPPLE VALLEY, MINNESOTA11.07.2022BIDDING DOCUMENTSKAT O6798-001 RPK-XX.XX.XXXX-NO.DATE DESCRIPTION C101 4448888888 8888888C102 SITE PLAN · · · · · · · · ·I HEREBY CERTIFY THAT THISPLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDERMY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.SIGNATURE:TYPED NAME:DATE:LICENSE NUMBER:NOT FOR CONSTRUCTION -SHEET NO. SET TYPE ISSUE DATE DRAWN BY: JOB NO. CHECKED BY:engineers• architects• planners• environmental specialistsland surveyors• landscape architects• interior designersARCHITECT/ENGINEER:800-472-7372www.cedarcorp.comMINNESOTA STAMP:STRIP MALLOBSIDIAN DEVELOPMENT, LLCAPPLE VALLEY, MINNESOTA11.07.2022BIDDING DOCUMENTSKAT O6798-001 RPK-XX.XX.XXXX-NO.DATE DESCRIPTION 4448888888 8888888C103 GRADING PLANI HEREBY CERTIFY THAT THISPLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDERMY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.SIGNATURE:TYPED NAME:DATE:LICENSE NUMBER:NOT FOR CONSTRUCTION -SHEET NO. SET TYPE ISSUE DATE DRAWN BY: JOB NO. CHECKED BY:engineers• architects• planners• environmental specialistsland surveyors• landscape architects• interior designersARCHITECT/ENGINEER:800-472-7372www.cedarcorp.comMINNESOTA STAMP:STRIP MALLOBSIDIAN DEVELOPMENT, LLCAPPLE VALLEY, MINNESOTA11.07.2022BIDDING DOCUMENTSKAT O6798-001 RPK-XX.XX.XXXX-NO.DATE DESCRIPTION · · · · · · · 4448888888 8888888C104 EROSION CONTROL PLANI HEREBY CERTIFY THAT THISPLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDERMY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.SIGNATURE:TYPED NAME:DATE:LICENSE NUMBER:NOT FOR CONSTRUCTION -SHEET NO. SET TYPE ISSUE DATE DRAWN BY: JOB NO. CHECKED BY:engineers• architects• planners• environmental specialistsland surveyors• landscape architects• interior designersARCHITECT/ENGINEER:800-472-7372www.cedarcorp.comMINNESOTA STAMP:STRIP MALLOBSIDIAN DEVELOPMENT, LLCAPPLE VALLEY, MINNESOTA11.07.2022BIDDING DOCUMENTSKAT O6798-001 RPK-XX.XX.XXXX-NO.DATE DESCRIPTION · · · · · · · · · · · · · · · 4448888888 8888888C105 UTILITY PLANI HEREBY CERTIFY THAT THISPLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDERMY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.SIGNATURE:TYPED NAME:DATE:LICENSE NUMBER:NOT FOR CONSTRUCTION -SHEET NO. SET TYPE ISSUE DATE DRAWN BY: JOB NO. CHECKED BY:engineers• architects• planners• environmental specialistsland surveyors• landscape architects• interior designersARCHITECT/ENGINEER:800-472-7372www.cedarcorp.comMINNESOTA STAMP:STRIP MALLOBSIDIAN DEVELOPMENT, LLCAPPLE VALLEY, MINNESOTA11.07.2022BIDDING DOCUMENTSKAT O6798-001 RPK-XX.XX.XXXX-NO.DATE DESCRIPTION · · · · · · · · · · · · · · · · · · · · 4448888888 8888888C106 LANDSCAPE PLANI HEREBY CERTIFY THAT THISPLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDERMY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.SIGNATURE:TYPED NAME:DATE:LICENSE NUMBER:NOT FOR CONSTRUCTION -SHEET NO. SET TYPE ISSUE DATE DRAWN BY: JOB NO. CHECKED BY:engineers• architects• planners• environmental specialistsland surveyors• landscape architects• interior designersARCHITECT/ENGINEER:800-472-7372www.cedarcorp.comMINNESOTA STAMP:STRIP MALLOBSIDIAN DEVELOPMENT, LLCAPPLE VALLEY, MINNESOTA11.07.2022BIDDING DOCUMENTSKAT O6798-001 RPK-XX.XX.XXXX-NO.DATE DESCRIPTION · · · · · · · · · · · · · · · · C107I HEREBY CERTIFY THAT THISPLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDERMY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.SIGNATURE:TYPED NAME:DATE:LICENSE NUMBER:NOT FOR CONSTRUCTION -SHEET NO. SET TYPE ISSUE DATE DRAWN BY: JOB NO. CHECKED BY:engineers• architects• planners• environmental specialistsland surveyors• landscape architects• interior designersARCHITECT/ENGINEER:800-472-7372www.cedarcorp.comMINNESOTA STAMP:STRIP MALLOBSIDIAN DEVELOPMENT, LLCAPPLE VALLEY, MINNESOTA11.07.2022BIDDING DOCUMENTSKAT O6798-001 RPK-XX.XX.XXXX-NO.DATE DESCRIPTION CONSTRUCTION DETAILS C108I HEREBY CERTIFY THAT THISPLAN, SPECIFICATION OR REPORTWAS PREPARED BY ME OR UNDERMY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSEDARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.SIGNATURE:TYPED NAME:DATE:LICENSE NUMBER:NOT FOR CONSTRUCTION -SHEET NO. SET TYPE ISSUE DATE DRAWN BY: JOB NO. CHECKED BY:engineers• architects• planners• environmental specialistsland surveyors• landscape architects• interior designersARCHITECT/ENGINEER:800-472-7372www.cedarcorp.comMINNESOTA STAMP:STRIP MALLOBSIDIAN DEVELOPMENT, LLCAPPLE VALLEY, MINNESOTA11.07.2022BIDDING DOCUMENTSKAT O6798-001 RPK-XX.XX.XXXX-NO.DATE DESCRIPTION CONSTRUCTION DETAILS 91' - 6" 17' - 6"22' - 0"15' - 4"36' - 8" 2' - 0"15' - 4"2' - 0"15' - 4"2' - 0"1' - 6"14' - 0"2' - 0"2' - 0"18' - 0"2' - 0"54' - 0"17' - 6"22' - 0"15' - 4"36' - 8" 9' - 4"3' - 4"9' - 4"7' - 5"3' - 4"4' - 7" AE203 1 AE204 1 AE203 21' - 4"51' - 4"1' - 4"AE204 2 1' - 4"2,485 SF TENANT 'A' 101 69 SF UTILITY ROOM 106 55 SF T.R. 105 1,772 SF TENANT 'B' 104 55 SF T.R. 102 64 SF UTILITY ROOM 103 105 104B101B106 102 103 W1 104AW2 W2 101A38' - 9 1/2"52' - 8 1/2" 30' - 10"7' - 11 1/2"7' - 9 1/2"44' - 11"19' - 6"34' - 6"1' - 4"SMA BMA SMA BMA BMA BMA BMABMA SMA BMA SMA BMASMABMASMABMA AE401 1 1 AE301 2 AE301 1 AE302 M6B.11' - 11"1' - 9"GENERAL NOTES A. GENERAL NOTES ON THIS SHEET ARE APPLICABLE TO THIS SHEET ONLY. B. SEE STANDARD MOUNTING HEIGHTS ON SHEET GI002 FOR DETAILS REGARDING INSTALLATION REQUIREMENTS FOR FIXTURES AND ACCESSORIES. C. ALL INTERIOR DIMENSIONS ARE FROM FACE OF STUD/ MASONRY CONSTRUCTION TO FACE OF STUD/MASONRY CONSTRUCTION, UNLESS NOTED OTHERWISE. D. "CLEAR DIMENSIONS" ARE DIMENSIONED FROM FACE OF FINISH MATERIAL TO FACE OF FINISH MATERIAL. E. FOR WALL TYPES SEE SHEET AE001. F. GENERAL CONTRACTOR SHALL COORDINATE WITH OWNER, BEFORE INSTALLATION OF WALL SHEATHING, FOR ANY WOOD BLOCKING, BACKING AND MOUNTING BOARDS REQUIRED FOR OWNER PROVIDED ITEMS. G. ALL WALLS TO GO TIGHT TO STRUCTURE ABOVE, UNLESS NOTED OTHERWISE. NORTH EW S PROJECT NORTH I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.SIGNATURE:TYPED NAME:DATE:LICENSE NUMBER:NOT FOR CONSTRUCTION -SHEET NO. SET TYPE ISSUE DATE DRAWN BY: JOB NO. CHECKED BY:engineers • architects • planners • environmental specialistsland surveyors • landscape architects • interior designersARCHITECT/ENGINEER:800-472-7372www.cedarcorp.comMINNESOTA STAMP:11/7/2022 1:54:10 PMI:\Clients-Meno\O\O6798 Obsidian Development LLC\001 Apple Valley Strip Mall\100 Cad\Revit\Current\Apple Valley Strip Mall - Architecture - R22.rvtSTRIP MALLOBSIDIAN DEVELOPMENT, LLCAPPLE VALLEY, MINNESOTA11.09.2022 AE101CONSTRUCTION DOCUMENTSJC O6798-001 ESS-XX.XX.XXXX-FIRST LEVEL PLAN CONSTRUCTION DOCUMENTS 1/4" = 1'-0"AE101 1 FIRST LEVEL FLOOR PLAN NO. DATE DESCRIPTION GENERAL NOTES A. GENERAL NOTES ON THIS SHEET ARE APPLICABLE TO THIS SHEET ONLY. B. 3D VIEWS ARE FOR INFORMATION ONLY AND ARE NOT PART OF THE CONTRACT DOCUMENTS. THEY DO NOT INDICATE ALL DETAILS, CHANGES IN MATERIAL, AND JOINTS.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.SIGNATURE:TYPED NAME:DATE:LICENSE NUMBER:NOT FOR CONSTRUCTION -SHEET NO. SET TYPE ISSUE DATE DRAWN BY: JOB NO. CHECKED BY:engineers • architects • planners • environmental specialistsland surveyors • landscape architects • interior designersARCHITECT/ENGINEER:800-472-7372www.cedarcorp.comMINNESOTA STAMP:11/7/2022 1:54:11 PMI:\Clients-Meno\O\O6798 Obsidian Development LLC\001 Apple Valley Strip Mall\100 Cad\Revit\Current\Apple Valley Strip Mall - Architecture - R22.rvtSTRIP MALLOBSIDIAN DEVELOPMENT, LLCAPPLE VALLEY, MINNESOTA11.09.2022 AE200CONSTRUCTION DOCUMENTSJC O6798-001 ESS-XX.XX.XXXX-RENDERING CONSTRUCTION DOCUMENTS NO. DATE DESCRIPTION GENERAL NOTES A. GENERAL NOTES ON THIS SHEET ARE APPLICABLE TO THIS SHEET ONLY. B. 3D VIEWS ARE FOR INFORMATION ONLY AND ARE NOT PART OF THE CONTRACT DOCUMENTS. THEY DO NOT INDICATE ALL DETAILS, CHANGES IN MATERIAL, AND JOINTS.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.SIGNATURE:TYPED NAME:DATE:LICENSE NUMBER:NOT FOR CONSTRUCTION -SHEET NO. SET TYPE ISSUE DATE DRAWN BY: JOB NO. CHECKED BY:engineers • architects • planners • environmental specialistsland surveyors • landscape architects • interior designersARCHITECT/ENGINEER:800-472-7372www.cedarcorp.comMINNESOTA STAMP:11/7/2022 1:54:11 PMI:\Clients-Meno\O\O6798 Obsidian Development LLC\001 Apple Valley Strip Mall\100 Cad\Revit\Current\Apple Valley Strip Mall - Architecture - R22.rvtSTRIP MALLOBSIDIAN DEVELOPMENT, LLCAPPLE VALLEY, MINNESOTA11.09.2022 AE201CONSTRUCTION DOCUMENTSJC O6798-001 ESS-XX.XX.XXXX-EXTERIOR PERSPECTIVE VIEWS CONSTRUCTION DOCUMENTS N.T.S.AE201 NORTHWEST 3D VIEW1 N.T.S.AE201 NORTHEAST 3D VIEW2 NO. DATE DESCRIPTION GENERAL NOTES A. GENERAL NOTES ON THIS SHEET ARE APPLICABLE TO THIS SHEET ONLY. B. 3D VIEWS ARE FOR INFORMATION ONLY AND ARE NOT PART OF THE CONTRACT DOCUMENTS. THEY DO NOT INDICATE ALL DETAILS, CHANGES IN MATERIAL, AND JOINTS.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.SIGNATURE:TYPED NAME:DATE:LICENSE NUMBER:NOT FOR CONSTRUCTION -SHEET NO. SET TYPE ISSUE DATE DRAWN BY: JOB NO. CHECKED BY:engineers • architects • planners • environmental specialistsland surveyors • landscape architects • interior designersARCHITECT/ENGINEER:800-472-7372www.cedarcorp.comMINNESOTA STAMP:11/7/2022 1:54:12 PMI:\Clients-Meno\O\O6798 Obsidian Development LLC\001 Apple Valley Strip Mall\100 Cad\Revit\Current\Apple Valley Strip Mall - Architecture - R22.rvtSTRIP MALLOBSIDIAN DEVELOPMENT, LLCAPPLE VALLEY, MINNESOTA11.09.2022 AE202CONSTRUCTION DOCUMENTSJC O6798-001 ESS-XX.XX.XXXX-EXTERIOR PERSPECTIVE VIEWS CONSTRUCTION DOCUMENTS AE202 1 SOUTHWEST 3D VIEW AE202 2 SOUTHEAST 3D VIEW NO. DATE DESCRIPTION EXTERIOR FINISH LEGEND UTILITY BRICK EIFIS DRY STACKED STONE PRECAST STONE GENERAL NOTES A. GENERAL NOTES ON THIS SHEET ARE APPLICABLE TO THIS SHEET ONLY. B. SEE SHEET AE601 FOR DOOR AND WINDOW SIZES AND HEAD HEIGHTS. FIRST FLOOR 100' -0" T.O. FOOTING 96' -0" JOIST BRG. 112' -0" T.O PARAPET B 116' -8" T.O PARAPET A 114' -0" 1 AE301 2 AE301 W1W2W2 CJ CJ CJ CJ GRADE 01 STONE BASE 01 STONE 01 AWNING 01AWNING 01AWNING 01AWNING 01AWNING 01 EIFS PROFILE 01 COPING 01 EIFS 01 GRADE 01 STONE BASE 01 BRICK 01 SOLDIER COURSE 01 EIFS 01 COPING 01 EIFS PROFILE 01 FASCIA 01 9' - 4"9' - 4"9' - 4"9' - 4"9' - 4"T.O MASONRY 114' -8" FIRST FLOOR 100' -0" T.O. FOOTING 96' -0" JOIST BRG. 112' -0" T.O PARAPET B 116' -8" T.O PARAPET A 114' -0" 1 AE301 2 AE301 STONE BASE 01 STONE 01 EIFS PROFILE 01 COPING 01 EIFS 01 STONE BASE 01 BRICK 01 SOLDIER COURSE 01 EIFS 01 COPING 01 EIFS PROFILE 01 FASCIA 01 GRADE 01GRADE 01 EXTERIOR LIGHT 01 EXTERIOR LIGHT 01 CJ CJ T.O MASONRY 114' -8"I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.SIGNATURE:TYPED NAME:DATE:LICENSE NUMBER:NOT FOR CONSTRUCTION -SHEET NO. SET TYPE ISSUE DATE DRAWN BY: JOB NO. CHECKED BY:engineers • architects • planners • environmental specialistsland surveyors • landscape architects • interior designersARCHITECT/ENGINEER:800-472-7372www.cedarcorp.comMINNESOTA STAMP:11/7/2022 1:54:13 PMI:\Clients-Meno\O\O6798 Obsidian Development LLC\001 Apple Valley Strip Mall\100 Cad\Revit\Current\Apple Valley Strip Mall - Architecture - R22.rvtSTRIP MALLOBSIDIAN DEVELOPMENT, LLCAPPLE VALLEY, MINNESOTA11.09.2022 AE203CONSTRUCTION DOCUMENTSJC O6798-001 ESS-XX.XX.XXXX-EXTERIOR ELEVATIONS CONSTRUCTION DOCUMENTS MATERIALS & COMPONENTS AWNING 01 PREFINISHED METAL AWNING, COLOR TO MATCH ADJACENT BUILDING BRICK 01 UTILITY CLAY BRICK UNITS, RUNNING BOND, COLOR TO MATCH ADJACENT BUILDING COPING 01 PREFINISHED METAL COPING CAP, COLOR TO MATCH ADJACENT BUILDING EIFS 01 ADHERED DRAINAGE (EIFS) EXTERIOR INSULATION FINISHING SYSTEM, COLOR TO MATCH ADJACENT BUILDING EIFS PROFILE 01 (EIFS) EXTERIOR INSULATION FINISHING SYSTEM PROFILE, SLOPE AND PROTECT TOP OF THE PROFILE PER MANUFACTURERS RECOMMENDATIONS, COLOR TO MATCH ADJACENT BUILDING EXTERIOR LIGHT 01 EXTERIOR WALL PACK, BY ELECTRICAL DESIGN BUILD CONTRACTOR FASCIA 01 PREFINISHED METAL FASCIA, COLOR TO MATCH ADJACENT BUILDING GRADE 01 GRADE / LANDSCAPING SOLDIER COURSE 01 UTILITY CLAY BRICK UNIT SOLDIER COURSE, COLOR TO MATCH ADJACENT BUILDING STONE 01 MANUFACTURED STONE VENEER, COLOR TO MATCH ADJACENT BUILDING STONE BASE 01 8" PRECAST STONE CHAMFERED BASE, COLOR TO MATCH ADJACENT BUILDING 1/4" = 1'-0"AE203 1 NORTH ELEVATION 1/4" = 1'-0"AE203 2 SOUTH ELEVATION NO. DATE DESCRIPTION FIRST FLOOR 100' -0" T.O. FOOTING 96' -0" JOIST BRG. 112' -0" T.O PARAPET B 116' -8" 1 AE302 T.O MASONRY 114' -8" GRADE 01 STONE BASE 01 BRICK 01 EIFS 01 AWNING 01 SOLDIER COURSE 01 EIFS PROFILE 01 FASCIA 01 COPING 01 GRADE 01 STONE BASE 01 BRICK 01 EIFS 01 SOLDIER COURSE 01 EIFS PROFILE 01 FASCIA 01 COPING 01 CJCJ 9' - 4"EXTERIOR LIGHT 01 FIRST FLOOR 100' -0" T.O. FOOTING 96' -0" JOIST BRG. 112' -0" T.O PARAPET B 116' -8" T.O PARAPET A 114' -0" 1 AE302 T.O MASONRY 114' -8" STONE BASE 01 BRICK 01 EIFS 01 AWNING 01 SOLDIER COURSE 01 EIFS PROFILE 01 FASCIA 01 COPING 01 STONE BASE 01 BRICK 01 EIFS 01 SOLDIER COURSE 01 EIFS PROFILE 01 FASCIA 01 COPING 01 GRADE 01 STONE 01 EXTERIOR LIGHT 01 COPING 01 SOLDIER COURSE 01 EIFS 01 EIFS PROFILE 01 GRADE 01 STONE 01 EIFS 01 EIFS PROFILE 01 COPING 01 SOLDIER COURSE 01 EXTERIOR FINISH LEGEND UTILITY BRICK EIFIS DRY STACKED STONE PRECAST STONE GENERAL NOTES A. GENERAL NOTES ON THIS SHEET ARE APPLICABLE TO THIS SHEET ONLY. B. SEE SHEET AE601 FOR DOOR AND WINDOW SIZES AND HEAD HEIGHTS.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.SIGNATURE:TYPED NAME:DATE:LICENSE NUMBER:NOT FOR CONSTRUCTION -SHEET NO. SET TYPE ISSUE DATE DRAWN BY: JOB NO. CHECKED BY:engineers • architects • planners • environmental specialistsland surveyors • landscape architects • interior designersARCHITECT/ENGINEER:800-472-7372www.cedarcorp.comMINNESOTA STAMP:11/7/2022 1:54:14 PMI:\Clients-Meno\O\O6798 Obsidian Development LLC\001 Apple Valley Strip Mall\100 Cad\Revit\Current\Apple Valley Strip Mall - Architecture - R22.rvtSTRIP MALLOBSIDIAN DEVELOPMENT, LLCAPPLE VALLEY, MINNESOTA11.09.2022 AE204CONSTRUCTION DOCUMENTSJC O6798-001 ESS-XX.XX.XXXX-EXTERIOR ELEVATIONS CONSTRUCTION DOCUMENTS 1/4" = 1'-0"AE204 1 EAST ELEVATION 1/4" = 1'-0"AE204 2 WEST ELEVATION MATERIALS & COMPONENTS AWNING 01 PREFINISHED METAL AWNING, COLOR TO MATCH ADJACENT BUILDING BRICK 01 UTILITY CLAY BRICK UNITS, RUNNING BOND, COLOR TO MATCH ADJACENT BUILDING COPING 01 PREFINISHED METAL COPING CAP, COLOR TO MATCH ADJACENT BUILDING EIFS 01 ADHERED DRAINAGE (EIFS) EXTERIOR INSULATION FINISHING SYSTEM, COLOR TO MATCH ADJACENT BUILDING EIFS PROFILE 01 (EIFS) EXTERIOR INSULATION FINISHING SYSTEM PROFILE, SLOPE AND PROTECT TOP OF THE PROFILE PER MANUFACTURERS RECOMMENDATIONS, COLOR TO MATCH ADJACENT BUILDING EXTERIOR LIGHT 01 EXTERIOR WALL PACK, BY ELECTRICAL DESIGN BUILD CONTRACTOR FASCIA 01 PREFINISHED METAL FASCIA, COLOR TO MATCH ADJACENT BUILDING GRADE 01 GRADE / LANDSCAPING SOLDIER COURSE 01 UTILITY CLAY BRICK UNIT SOLDIER COURSE, COLOR TO MATCH ADJACENT BUILDING STONE 01 MANUFACTURED STONE VENEER, COLOR TO MATCH ADJACENT BUILDING STONE BASE 01 8" PRECAST STONE CHAMFERED BASE, COLOR TO MATCH ADJACENT BUILDING NO. DATE DESCRIPTION I T E M: 5.B. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:December 7, 2022 S E C T I O N:L and Use / Action I tems Description: L unds and B yerlys S ign Variance S taff Contact: A lex Sharpe, Planning and Economic Dev. S pec. Department / Division: Community Development Department Applicant: L unds & B yerlys P roject Number: P C22-24-V Applicant Date: 10/19/2022 60 Days: 12/18/2022 120 Days: 2/16/2023 AC T I O N RE Q UE S T E D: T he Planning C ommission is asked to provide staff with direction, comments, and draft findings of fact for the proposed sign variance. S UM M ARY: Lunds and Byerlys (L&B) has submitted an application for a sign variance at their recently approved location at 15550 English Ave. L&B is seeking a second ground/pylon sign in the "RB" (Retail Business) zoning district where one is permitted. T he site is currently under development and is proposed to open in 2023. Sign Ordinance Variance Requirements To provide reasonable flexibility in the sign regulations, the C ouncil may approve a variance for a sign otherwise not permitted by these regulations where an exception would not be inconsistent with the intent of the sign regulations. No variance shall be granted unless the Council shall find that either condition (1) or (2) hereinafter set forth exists: 1. All of the following requirements must be met: 1. Special conditions exist which are peculiar to the land, structure, building involved and which are not applicable to other lands, structures or buildings in the same district; 2. T he special conditions and circumstances do not result from the actions of the applicant; 3. A literal interpretation of the provisions of these regulations would deprive the applicant of rights commonly enjoyed by other properties in the same district and the terms of these sign regulations; 4. T hat granting the variance requested would not confer on the applicant any special privilege for a use not common to other lands, structures or buildings in the same district; and 5. T he proposed use of the property shall have an appearance that will not have an adverse effect upon adjacent properties and there will be no deterrence to development of vacant land. 2. Any proposed signage beyond the maximum square footage permitted would have the primary function of providing a public service. T he applicant's narrative provides responses to each of the 5 points above where they have stated they meet the ordinance requirements for a variance. Staff is seeking recommended findings for each of these points and to forward these findings to the C ity Council. T he site is zoned retail business, which is one of the most common zoning classifications for the City's commercial areas. T he sign ordinance bases sign area, number of signs, sign type, and other provisions based upon the zoning or specific planned development regulations. B AC K G RO UND: Lunds and Byerlys is currently under development at 15550 English Ave. D uring the development review process, the applicant was made aware that direct access to Pilot Knob would not be permitted as another entrance would not meet access spacing. T he applicant's narrative notes that this is one of the site specific difficulties. T he applicant also notes that the site is also negatively impacted by the Magellan pipeline and bermed easement area. Other sites within the community have similar constraints, including the Target, east of Pilot Knob Rd. Additionally, other sites within this development will also have the same access spacing. However, the applicant notes that their site is unique in that they are affected by both constraints and that if either were not present, a single sign would suffice. T he applicant narrative provides greater detail on each constraint, and how it specifically affects their site and the specific sign placement. Also attached are photos of the site, a superimposed image of the future store and site plans that show the proposed location of both signs. T he second sign, the smaller of the two, is potentially proposed over a site utility, which would not be permitted. A more detailed location map will be required if a variance were to be granted. Sign Ordinance Background T he sign ordinance allows for one pylon or ground sign per site at a maximum of 110 sq. ft., and up to 24' tall. T he ordinance allows for wall signage based upon the sq. ft. of the building or tenant space. Lunds and Byerlys store is 44,600 sq. ft. and is eligible for the maximum wall signage permitted per wall at 500 sq. ft. Additionally, the sign ordinance allows for up to four directional signs on the site at 2 sq. ft. each. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Area Map Z oning Map Applicant L etter Plan S et Photo Photo 155TH ST W PILOT KNOB RDENGLISH AVE154TH ST W PILOT KNOB RDSITE Lunds & Byerlys 15550 English Ave ¯ ^ 0 100 200 300 Feet 155TH ST W PILOT KNOB RDENGLISH AVE154TH ST W PILOT KNOB RDSITE Lunds & Byerlys 15550 English Ave Zoned "RB"(Retail Business) ¯ ^0 100 200 300 Feet RB Scenic Sign Co. Bob Gruber Jr. www.scenicsign.com (320) 293-8640 To whom it may concern within the City of Apple Valley: We at Lund’s & Byerly’s and Scenic Sign have found it necessary to apply for a variance to add a small entrance monument sign at our new location at 15550 English Ave, Apple Valley, MN 55124. There are several reasons for this request including concerns about visibility due to a Magellan berm, lack of access off Pilot Knob Road, inability to install a pylon in the Magellan easement, and keeping with Lund’s and Byerly’s brand standards at other locations. These issues are concerning to us, and we hope to work with the city to resolve these. Below is a breakdown of how and why we feel this variance should be approved. We have listed the Apple Valley variance requirements as well as the reasons to support this variance. (F) Variance; conditions to granting. No variance shall be granted unless the Council shall find that either condition (1) or (2) hereinafter set forth exists: (1) All of the following requirements must be met: (a) Special conditions exist which are peculiar to the land, structure, building involved and which are not applicable to other lands, structures or buildings in the same district; There are a couple of special conditions that affect this project negatively. We feel that a second sign will help solve these negative special conditions. The first is the fact that the county did not allow access off Pilot Knob Road. Had we had access off Pilot Knob Road there would be no need for an additional sign. We would have our sign near our entrance. Since this is not an option, the only logical location to place a pylon is off Pilot Knob Road, where there is no entrance. Another special condition on this property is the easement and berm that runs across the entire north elevation. This berm prevents good site lines for the overall flow of the area. It also does cover portions of the building. Please see the images and artist rendition of the berm and the building. The easement prevents us from putting this pylon on the corner of 155th St and English Ave. If we could have a pylon in that corner, we would not need this smaller additional sign. (b) The special conditions and circumstances do not result from the actions of the applicant; These special conditions were certainly not a result of Lund’s and Byerly’s actions. The lack of access off Pilot Knob Road and the easement with a berm were completely out of our control. We are unable to lower the berm, move the easement, or gain access off Pilot Knob Road. (c) A literal interpretation of the provisions of these regulations would deprive the applicant of rights commonly enjoyed by other properties in the same district and the terms of these sign regulations; We feel that if there was no easement, no berm, and access off Pilot Knob Road there would be no reason to ask for this variance. Other properties within this same district are not dealing with these issues, therefor should not need an additional sign. These issues are specific to the Lund’s and Byerly’s site and do deprive them of rights enjoyed by others within the same district. We are unaware of any other properties within the district that have these same constraints. Therefore, we feel this variance should be approved. (d) That granting the variance requested would not confer on the applicant any special privilege for a use not common to other lands, structures or buildings in the same district; and Lund’s and Byerly’s is not asking for a special privilege, we are simply asking to get on the same level as others within the district. Signs provide two major functions: advertising and “point of destination”. Advertising is self-explanatory, its used for advertising purposes. We can argue most signs do provide a level of advertising. But not every sign can be a point of destination sign. To be a point of destination sign, it needs to be carefully located to help the audience understand where to go. It is possible to have a sign that provides both functions. A well-located pylon sign, near an entrance, can certainly provide advertising and point of destination. All others within the district have the flexibility to locate their signage to provide both functions. Lund’s and Byerly’s does not have the same flexibility. Again, the lack of access off Pilot Knob Road, the easement, and the berm prevent Lund’s and Byerly’s from the same privileges of others within the district. You will notice the design for this smaller sign does not match the pylon with messaging. The pylon signs off Pilot Knob will serve as the advertising piece. This smaller sign is simply providing the “point of destination” signage mentioned above. This sign would be located next to the entrance. We have intentionally left off Bachman’s, Caribou, and the L&B Kitchen because this is not for advertising. This small sign will not help increase sales in anyway, it will simply act as the point of destination signage. (e) The proposed use of the property shall have an appearance that will not have an adverse effect upon adjacent properties and there will be no deterrence to development of vacant land. As you can see in our drawing these signs are designed to be tasteful and match parts of the building. In no way will this smaller point of destination sign have an adverse effect upon adjacent properties. There will also be no deterrence to development of vacant land because of this sign. SCALE: 3/8” = 1’ SCALE: 3/8” = 1’ FILE NAME: LUND-BYERLYS-APPLE-VALLEY-PILOT-KNOB-PYLON-V1.AI All original designs are exclusive property of Scenic Sign Corp. BOX 881 ST. CLOUD MN 56302 (320) 252-9400 | 1320 5th AVE NE FARGO, ND 58078 1-800-486-8517 The client warrants that the subject matter to be printed is not copyrighted by a third party. The client also recognizes that because subject matter does not have to bear a copyright notice in order to be protected by copyright law, absence of such notice does not necessarily assure a right to reproduce. The client further warrants that no copyright notice has been removed from any material used in preparing the subject matter for reproduction. To support these warranties, the client agrees to indemnify and hold Scenic Sign harmless for all liability, damages and attorney fees that may be incurred in any legal action connected with copyright infringement involving the work production of provided. ELECTRICAL: THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUND AND BONDING OF THE SIGN.0 11/2 1/4 3/4 1/8 3/8 5/8 7/8 21/2 1/4 3/4 1/8 3/8 5/8 7/8 PLEASE NOTE: ARTWORK NOT READY FOR PRODUCTION! STRUCTURE: ROUND PIPES BASE POLES: O.D.: 8.625” LENGTH: 28’ DRILLED PIER FOOTINGS: 2’ DIAMETER 8’ DEEP PIPE FOOTING DATE: 11/21/22 SALESMAN: BOB GRUBER JR DRAWN BY: BRANT JOHNSON LOCATION: APPLE VALLEY SQ FT: PYLON SIGN WO: # VOLTAGE: 120/277 PHOTO EYE:NO CUSTOM CABINET .063 ALUMINUM FACES PAINTED PMS 343 C ROUTED FACE WHITE LEXAN BACKED WHITE LEDS SIDE VIEW 6 ft - 0 in 72 in 7 ft - 2 in 86 in 10 in 10 in 11 ft - 0 in 132 in 13 ft - 0 in 156 in 2 ft - 0 in 24 in 2 ft - 0 in 24 in 2 ft - 0 in 24 in 14 ft - 11 in 179 in 3 ft - 5 in 41 in 8 in 1 ft - 0 in 12 in 20 ft - 0 in 240 in 1 ft - 0 in 12 in 1 ft - 0 in 12 in 1 ft - 0 in 12 in 1 ft - 0 in 12 in 3 ft - 5 in 41 in 6 in 6 in 7 ft - 2 1/2 in 86 1/2 in 6 ft - 8 1/2 in 80 1/2 in 3 ft - 5 in 41 in 8 in 1 ft - 0 in 12 in 3 ft - 0 in 36 in 4 ft - 0 in 48 in POLE COVERS BY BENCHMARK STEEL FRAMED TOP .O63 ALUMINUM PAINTED DURANODIC 20 ft - 0 in 240 in FILE NAME: LUND-BYERLYS-APPLE-VALLEY-PILOT-KNOB-PYLON-V1.AI All original designs are exclusive property of Scenic Sign Corp. BOX 881 ST. CLOUD MN 56302 (320) 252-9400 | 1320 5th AVE NE FARGO, ND 58078 1-800-486-8517 The client warrants that the subject matter to be printed is not copyrighted by a third party. The client also recognizes that because subject matter does not have to bear a copyright notice in order to be protected by copyright law, absence of such notice does not necessarily assure a right to reproduce. The client further warrants that no copyright notice has been removed from any material used in preparing the subject matter for reproduction. To support these warranties, the client agrees to indemnify and hold Scenic Sign harmless for all liability, damages and attorney fees that may be incurred in any legal action connected with copyright infringement involving the work production of provided. ELECTRICAL: THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUND AND BONDING OF THE SIGN.0 11/2 1/4 3/4 1/8 3/8 5/8 7/8 21/2 1/4 3/4 1/8 3/8 5/8 7/8 DATE: 11/21/22 SALESMAN: BOB GRUBER JR DRAWN BY: BRANT JOHNSON LOCATION: APPLE VALLEY SQ FT: PYLON SIGN WO: # VOLTAGE: 120/277 PHOTO EYE:NO LOCATION OF PYLON SIGN MUST BE 13’ FROM PROPERTY LINE SCALE: 1” = 1’SCALE: 1” = 1’ FILE NAME: LUND-BYERLYS-APPLE-VALLEY-SECONDARY-MON-V2.AI All original designs are exclusive property of Scenic Sign Corp. BOX 881 ST. CLOUD MN 56302 (320) 252-9400 | 1320 5th AVE NE FARGO, ND 58078 1-800-486-8517 The client warrants that the subject matter to be printed is not copyrighted by a third party. The client also recognizes that because subject matter does not have to bear a copyright notice in order to be protected by copyright law, absence of such notice does not necessarily assure a right to reproduce. The client further warrants that no copyright notice has been removed from any material used in preparing the subject matter for reproduction. To support these warranties, the client agrees to indemnify and hold Scenic Sign harmless for all liability, damages and attorney fees that may be incurred in any legal action connected with copyright infringement involving the work production of provided. ELECTRICAL: THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUND AND BONDING OF THE SIGN.0 11/2 1/4 3/4 1/8 3/8 5/8 7/8 21/2 1/4 3/4 1/8 3/8 5/8 7/8 PLEASE NOTE: ARTWORK NOT READY FOR PRODUCTION! DATE: 11/21/22 SALESMAN: BOB GRUBER JR DRAWN BY: BRANT JOHNSON LOCATION: APPLE VALLEY SQ FT: MONUMENT SIGN WO: # VOLTAGE: 120/277 PHOTO EYE:NO STRUCTURE: ROUND PIPES BASE POLES: O.D.: 4.5” LENGTH: 10’ - 4” DRILLED PIER FOOTINGS: 2’ DIAMETER 4’ DEEP PIPE FOOTING POLE COVERS BY BENCHMARK STEEL FRAMED TOP .O63 ALUMINUM PAINTED DURANODIC CUSTOM CABINET .063 ALUMINUM FACES PAINTED PMS 343 C ROUTED FACE WHITE LEXAN BACKED WHITE LEDS SIDE VIEW 1 ft - 0 in 12 in 1 ft - 0 in 12 in 1 ft - 0 in 12 in 6 ft - 5 in 77 in 4 ft - 5 in 53 in 3 ft - 0 in 36 in 4 ft - 0 in 48 in 1 ft - 6 in 18 in 4 in 6 in 6 ft - 4 in 76 in 5 ft - 0 in 60 in 5 ft - 10 in 70 in 6 ft - 9 in 81 in 7 ft - 3 in 87 in 2 ft - 6 in 30 in 3 in 1 ft - 9 in 21 in 4 ft - 1 1/2 in 49 1/2 in 5 in 7 in 1 ft - 4 in 16 in 1 ft - 10 in 22 in 5 in5 in 6 ft - 4 in 76 in FILE NAME: LUND-BYERLYS-APPLE-VALLEY-SECONDARY-MON-V2.AI All original designs are exclusive property of Scenic Sign Corp. BOX 881 ST. CLOUD MN 56302 (320) 252-9400 | 1320 5th AVE NE FARGO, ND 58078 1-800-486-8517 The client warrants that the subject matter to be printed is not copyrighted by a third party. The client also recognizes that because subject matter does not have to bear a copyright notice in order to be protected by copyright law, absence of such notice does not necessarily assure a right to reproduce. The client further warrants that no copyright notice has been removed from any material used in preparing the subject matter for reproduction. To support these warranties, the client agrees to indemnify and hold Scenic Sign harmless for all liability, damages and attorney fees that may be incurred in any legal action connected with copyright infringement involving the work production of provided. ELECTRICAL: THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUND AND BONDING OF THE SIGN.0 11/2 1/4 3/4 1/8 3/8 5/8 7/8 21/2 1/4 3/4 1/8 3/8 5/8 7/8 DATE: 11/21/22 SALESMAN: BOB GRUBER JR DRAWN BY: BRANT JOHNSON LOCATION: APPLE VALLEY SQ FT: MONUMENT SIGN WO: # VOLTAGE: 120/277 PHOTO EYE:NO LOCATION OF SECONDARY MONUMENT SIGN MUST BE 13’ FROM PROPERTY LINE I T E M: 5.C. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:December 7, 2022 S E C T I O N:L and Use / Action I tems Description: Central Maintenance Facility - 2022 E xpansion - P C22-23-V B S taff Contact: K athy Bodmer, A I C P, Planner Department / Division: Community Development Department Applicant: City of Apple Valley P roject Number: P C22-23-V B Applicant Date: 60 Days: 120 Days: AC T I O N RE Q UE S T E D: Staff finds that the proposed C entral Maintenance Expansion Project 2022 substantially complies with the requirements of the C ity's zoning code. As a result, staff is recommending approval of the project with several suggested motions. Each variance is recommended for approval based on the findings listed under each action. 1. Recommend approv al of a v ariance to allow building cov erage to increase from 20% to 22%, based on the following findings (1-4): Findings: 1. T he Central Maintenance Facility (C MF) operational needs are best served on one central campus; one campus increases productivity, minimizes response times, and promotes staff safety, communication and cohesion. 2. Additional building area on the existing C MF site is needed to meet the operational requirements of Public Works identified in the 2019 Facility Needs Assessment study. 3. T he C MF site was previously zoned I-2 “General Industrial” which allowed building coverage of 30%. In 2010, the site was rezoned to P “Institutional”, which restricts building coverage to 20%. T he C MF building is a unique facility within the "P" (Institutional) zoning designation. 4. A municipal maintenance facility requires additional building area to store large vehicles, specialized equipment and maintenance materials. 2. Recommend approv al of a v ariance to reduce setback for the parking lot addition from 140th St. W. from 20' to 10', based on the findings listed below (1-4): Findings: 1. T he 2019 Facility Needs Assessment Study determined that additional staff and visitor parking is needed for C MF operations. 2. One existing access drive onto 140th St. W., is proposed to be removed. Removing the drive isolates access to and from 140th St. W., and will minimize traffic interruptions within the site. 3. Removing the access to 140th St. will improve the functioning of 140th St. W. while providing additional room on the site to add the needed parking. 4. T he new parking will encroach upon the required parking setbacks for the site, however the new parking spaces will align with the existing adjacent parking spots, with equal distance from 140th St. W. 3. Recommend approv al of a v ariance to reduce the setback for the driv e/circulation lane from F lagstaff Av e from 20' to 5', based on the findings listed below (1-4) Findings: 1. T he new Fleet Maintenance building, located at the northeast corner of the site, has drive-through maintenance bays for operational efficiencies. T he drive-through bays require a drive lane on the east side of the building, adjacent to Flagstaff Avenue. 2. T he eastern drive lane is also needed for bulk fluid delivery related to Maintenance operations. 3. T he proposed east drive lane aligns with the existing abutting drive lane, serving the Water Treatment Plant (WT P), just to the south. T he drive aisle for the WT P obtained a setback variance in 2012. 4. T he C MF site is encumbered with a 75’ wide gas line easement that restricts the placement of buildings on the site. T he buildings must be located on the edges of the site, pushing the accompanying parking/circulation lanes further east. 4. Recommend approv al of a v ariance to reduce the setback for the driv e/circulation lane from the west property line from 20' to fiv e feet (5'), based on the findings listed below (1-6) Findings: 1. A study was conducted that found that the proposed Vehicle Storage addition requires additional drive area on the west side of the site in order to maximize operational efficiencies and staff safety. 2. T he existing west drive aisle pavement edge from the property line varies along the west property line. T he proposed drive lane would provide a straight drive lane, and align with the existing drive lane towards the south end of the site. One consistent curb edge will provide a more functional and cohesive design. 3. T he length of the newest maintenance vehicles is longer than previous vehicles, resulting in the need for larger turning area into the buildings. 4. Allowing additional area for turning results in single turning movement into the new building, omitting the need to back-up and the need for multiple turning movements to access / exit the building. 5. T he new Vehicle Storage addition provides covered parking areas which are currently lacking on the C MF campus. T he new building will also minimize the visual impact to the neighbors of parking maintenance vehicles outside on the site. 6. T he C MF site is encumbered with a 75’ wide gas line easement that restricts the placement of buildings on the site. T he buildings must be located on the edges of the site, pushing the accompanying parking/circulation lanes further west. 5. Recommend approv al of the site plan rev iew/building permit authorization for demolition of warm storage building, remodeling of existing Central Maintenance F acility (C MF ) and new construction and additions totaling 45,500 sq. ft. 6. Recommend approv al of the draft Resolution finding proposed Capital I mprov ements to C MF consistent with 2040 Comprehensiv e P lan. S UM M ARY: T he petitioner, the C ity of A pple Valley, requests consideration of land use actions for the expansion of the C ity's C entral Maintenance Facility at 6442 - 140th St. W. T he project includes removing one vehicle storage building, constructing four building additions totaling 45,500 sq. ft., remodeling and refacing the main C MF building, and various site area improvements. More specifically, the building addition projects include a 1,381 sq. ft. addition to the front office area on the northwest corner of the main C MF building, a 1,040 sq. ft. parks truck garage stall addition on the east side of the garage building, and a vehicle storage addition of 24,818 sq. ft. south of the wash bay on the main building. T he existing warm storage building on the northeast side of the site will be removed and replaced with an 18,240 sq. ft. free-standing Fleet Maintenance building. T he main C MF building is proposed to be remodeled for A D A accessibility updates and to better meet department needs. T he project site improvements include creating a dedicated right turn lane off 140th St. into the site, removing the northeastern access off of 140th St. W. to add staff and visitor parking and storm water management improvements. T he Zoning Code requires City Council review of all building permits for commercial, industrial, public and multiple residential buildings prior to issuance by the Building Official. A building coverage variance and three setback variances are also needed. Last, the Planning Commission will review whether the requested improvements are consistent with the C ity's 2040 Comprehensive Plan. B AC K G RO UND: Planning for C MF Expansion: T he C entral Maintenance Facility garage area was originally constructed in the early 1970's, making the facility over 50 years old today. In 2019, the City Council accepted the Needs Assessment Report from the architect firm, Oertel Architects, who studied the C MF's current conditions, general code compliance, operational functionality, and analyzed future growth and needs of the C ity. T he need for the remodel and building additions was supported by the aging condition of the buildings, the C ity's growth in population and the City's ongoing need to add staff and equipment to properly maintain its extensive street miles and utilities. T he study found that the following upgrades were needed: A D A compliance upgrades to the office area, new fleet maintenance building, parks department expansion/consolidation, police relocation, new vehicle storage, office expansion/addition, garbage truck addition and shop re-organization. Two items were placed on hold for the moment: the Police Department storage facility and the Parks Department expansion building. T hese two items are expected to move forward for review in the near future. Variances: In order to grant a variance, the Planning Commission reviews whether there are practical difficulties that prevent the property owner from reasonable use of the property or whether there are reasonable alternatives available. A building coverage variance and three setback variances are requested in connection with this project. T he justification for each of the variances is discussed. Building C overage Variance from 20.8% to 22%: T he property is zoned "P" (Institutional) which limits building coverage to a maximum of 20%. In 2012, the City received a variance from the building coverage requirement to construct the Water Treatment Plant expansion and the vehicle wash bay which required a coverage variance to 20.8%. T he C MF site contains the main C MF building, several storage buildings, well houses and other structures. T he architect's planning summary explains that the C ity's priority is to consolidate its maintenance operations to a single centrally located site. T he four building additions were determined to be necessary additions to meet the C ity's operational needs at this time. T he architect states: "Providing all of the operational needs on one central campus increases productivity, minimizes response times, and promotes staff safety." Setback variance reducing setback of parking lot area from 140th St. W. right-of-way line from 20' to 10'. T he plans show that the northeast access drive from the site onto 140th St would be removed to make room for 10 additional parking spaces for staff and visitors. Removing the drive access will help to improve conflicts and traffic flow on 140th St. At the same time, the site needs additional surface parking spaces. T he additional spaces will align with the parking spaces currently located adjacent to 140th St W. Setback variance reducing setback for the drive/circulation lane from Flagstaff Ave from 20' to 5'. T he proposed Fleet Maintenance building has drive-through maintenance bays for operational efficiencies which require a drive lane on the east side of the building, adjacent to Flagstaff Avenue. T his drive lane will also be used for bulk fluid delivery related to Maintenance operations. T he wider drive lane is needed for turning movements and will line up with the existing adjacent drive lane serving the Water Treatment building, just to the south. T he drive aisle for the WT P obtained a setback variance in 2012 to be located 5' from Flagstaff Ave. T he last consideration, or contributing factor, is that the C MF site is encumbered with a 75’ wide gas line easement that restricts the placement of buildings on the site. T he building must be located to the east and accompanying parking/circulation must be located further east as well. Setback variance reducing setback for the drive/circulation lane from the west property line from 20' to 5'. Engineering staff conducted a study that found that the proposed Vehicle Storage addition requires additional drive area on the west side of the site in order to maximize operational efficiencies and staff safety. T he distance of the pavement edge from the property line varies along the west property line. T he proposed drive lane would provide a straight drive lane, and align with the existing drive lane towards the south end of the site. T he newest maintenance vehicles are longer than many of the previous vehicles, resulting in the need for greater turning radii. Allowing additional area for turning results in single turning into the new building, omitting the need to back-up and the need for multiple turning movements to access / exit the building. T he new Vehicle Storage addition provides covered parking areas which are currently lacking on the C MF campus. T he new building will also minimize the visual impact to the neighbors of parking the vehicles outside. T he C MF site is encumbered with a 75’ wide gas line easement that restricts the placement of buildings on the site. Resolution Finding C ity's C apital Improvement C onsistent with 2040 C omprehensive Plan. Minnesota Statutes, Section 462.356, Subdivision 2, states that after a comprehensive plan has been approved, no capital improvements may be authorized by the municipality on any public owned property until after the planning agency has reviewed the proposed capital improvement and reported in writing whether the improvements are consistent with the comprehensive plan. Large capital improvements to C ity-owned property must be reviewed by the Planning C ommission with findings forwarded to the C ity Council. Chapter 2 of the C ity of Apple Valley's 2040 Comprehensive Plan contains 12 Keys that describe the C ity's leading priority and principals into 2040. T he architects reviewed the keys and offered a number of ways the expansion project aligns with the City's 2040 Comprehensive Plan: Key 1 - Service: T he C entral Maintenance Facility provides C ity required services to maintain City infrastructure and land. Key 2 - A G reat Place to Live: T he operations at the C entral Maintenance Facility provide services which support the transportation system, maintain the parks system, and enhance the unique qualities of Apple Valley. Key 4 - Safe: T he Central Maintenance Facility operations provide safe transportation by maintaining and enhancing public roadway and infrastructure needs. Key 5 - Parks to Experience: T he Parks department, which is located at the Central Maintenance Facility, provide services necessary to maintain and preserve the natural environment of Apple Valley. Key 6 - Healthy and Active: T he services provided at the Central Maintenance Facility allow for the residents of Apple Valley to have access to the many recreation facilities through the system of sidewalks, trails, and bike lanes connecting the neighborhoods of the C ity. Key 7 - Sustainable: Numerous components to enhance the overall sustainability of the campus. A series of systems strategies have been implemented into the designs including: Upgrading insulation values Replacing existing windows Kalwall "windows" at the new Fleet Maintenance building Replacing existing overhead doors New LED lighting throughout Solatube skylights in the new Fleet Maintenance building and Vehicle Storage addition Occupancy sensors in most areas without automatic dimming, light level adjustments High efficiency gas fired water heaters Provisions for PV (solar) panels at the new Fleet Maintenance building and Vehicle Storage addition New high efficiency HVA C systems at renovated and new facilities T he current energy analysis models indicate a 23% peak kW savings over baseline systems for the building(s) Key 8 - Accessible: C MF provides the services to maintain the multifaceted transportation system which support and enhance the C ity of Apple Valley. Additionally, the proposed C entral Maintenance Facility improvements include A D A improvements which will make the building more accessible to those with mobility needs. B UD G E T I M PAC T: T he Planning C ommission will review this request in view of the Land Use actions requested. AT TAC HM E NT S : Memo Map Applicant L etter Plan S et Plan S et Background Material Background Material PROJECT REVIEW CMF BUILDING EXPANSIONS 2022 Existing Conditions Property Location: 6442 – 140TH Street West Legal Description: Lot 1, Block 2 EASTVIEW ADDITION Comprehensive Plan Designation Inst-Institutional Zoning Classification P-Institutional Existing Platting Platted lot of record. Current Land Use Municipal maintenance facility. Size: 843,699 sq. ft. (19.369 acres) Topography: Flat Existing Vegetation Urban landscaping consistent with maintenance facility. Other Significant Natural Features None. Adjacent Properties/Land Uses NORTH Wyndemere 3rd Addn and Waterford Village 2nd Addn Comprehensive Plan LD-Low Density Residential (0-6 units/acre) Zoning/Land Use R-3 Single Family 11,000 s.f. SOUTH McNamara Contracting Properties Comprehensive Plan IND-Industrial Zoning/Land Use I-1 Limited Industrial EAST Eastview High School Comprehensive Plan INST-Institutional Zoning/Land Use P-Institutional WEST Cedar Isle Estates 5th and 6th Additions Comprehensive Plan LD-Low Density Residential (0-6 units/acre) Zoning/Land Use R-3 Single Family 11,000 s.f. Apple Valley Fire Department MEMO City of Apple Valley TO: Kathy Bodmer- Planner FROM: Brian Kilmartin, Fire Marshal DATE: 29th November, 2022 SUBJECT: 6442 140th Street- CMF Kathy, In reference to the upcoming CMF project, any/all newly constructed building(s)/ add on’s to the current building, included in the project will need to be protected by a Fire Suppression System per chapter 9 of the MSFC. All Fire Suppression Systems will need to be monitored by a Fire Alarm System(s) per chapter 907 MSFC. Along with this project I would strongly encourage the city to consider completing the current fire suppression system which only today protects a very small portion of the larger vehicle storage area for the streets vehicles. This system would need to be extended to the North through the remainder of the storage along with the 1st and 2nd floors. Brian Kilmartin Apple Valley Fire Marshal 952-953-2680 brian.kilmartin@applevalleyfire.org TO: Kathy Bodmer, AICP,Planner FROM: George Dorn, Building Official DATE: November 30, 2022 SUBJECT: 6442 140th St W (Central Maintenance Facility Expansion)  Article 230.2 of the Electrical code will require the new building to be a separate building with a firewall between them if separate services are provided. There are no openings allowed between the new and existing buildings. The exceptions require each building to be cut off from one another for safety. The firewall separation rating will be designed in accordance with the Minnesota State Building Code based on occupancy types. A parapet may be required based on design. Our department and the Architect are still working through this part of the design.  A SAC determination is required from Met Council prior to permit issuance from the City.  Architectural, Structural and Civil plans are required to be signed with the permit application.  Geotechnical report boring log and Special Inspector Agreement is required prior to permit issuance and soil corrections on site.  Any potential future expansions as indicated on the plan would need a more comprehensive review prior to the additional square footages before approval.  Retaining walls shall be designed by a Structural Engineer page C1.01.  Submit plans to Minnesota Department of Labor Plumbing Division for review of proposed plumbing, roof drainage, and sanitary and storm design.  A trash area is required per MSBC 2020 1303.1500. Subpart 1 requires recycling space in accordance with Table 1-A on plans issued for permit. Indicate calculations on the plan sheet.  The break room appears to have properly sloped front however the kitchen area on the plans do not have either of the two sinks with a sloped front for accessibility.  Is the locker room going to be designated unisex?  The City of Apple Valley has adopted the 2020 MN Rule 1306, subpart 3 Special Fire Protection systems. This section would require the building to have an automatic sprinkler system installed based on occupancy type and square footage.  Additional firewalls and or barrier ratings may be required to be changed, once the code analysis has been reviewed and completed based on the occupancy separations, allowable area,type of construction, and the requirement based on the separate electrical service for a separate building.  Mechanical equipment on the roof is required to have access in accordance with MN Mechanical Code 306.5.  Roofs with different height elevations may have a permanent ladder in accordance with the 2020 MMC 306.5.3.  Per MSAC 502.4.4, the access aisles for the accessible areas shall be marked with a designation sign that says “no parking”. Review areas under consideration for accessible parking areas. MEMO Building Inspections  A thorough comprehensive plan review will be conducted once the permit has been applied for, and construction documents have been received.  The Civil and Electrical plans should show the locations of the Electrical vehicle charging stations on the plans prior to approval of permit issuance. SITE 140TH ST W GALAXIE AVE145TH ST W FLAGSTAFFAVEJOHNNY CAKE RIDGE RDF LAGSTONE TRL 146TH ST W FERNANDOAVE147TH ST W F I N DLAYAVEFAIRLAWN AVEFLEET W O O DAVEFO RDHAMAVE134TH S T W FOX T A ILLN FL ORAWAY FAWNRIDG E WAY FOOTBRIDGEWAYFRIDAY LNFRIDLEYWAY FOSSILLN FOR ESTLN 137TH S T W FAL CONAVEFOLIAGE AVEFAIR O A K LN F O RDHAMCTFLINTWO O D WAY 137TH CT FLA X WAY F R A NCHISEAVEFALLBROOKWAYFLAGSTAFFAVE 1 3 7 T H S TWCENTRAL MAINTENANCEFACILITY EXPANSION 2022µAERIALLOCATION MAP ^ SITE P P HD LD LD LD LDLD LD LD LD LD LD LD LD LD LD LD LD INS IND IND 140TH ST W 1 4 7 T H S T WFLAGSTAFF AVEJOHNNY CAKE RIDGE RD145TH ST W FLAGSTONE TRLFOLIAGE AVEFREEPORT TRLEXLEY LNFOOTBRIDGE WAY FOSSIL LN FOREST LN F I N D L A Y A V E FALCON AVE FOUNTAIN AVEFOXTAIL LN FLINTWOOD WAYFRIDAY LNFELTON CTF L A X W A Y 146TH ST W FLEETWOOD AVEFLYCATCHER LNFOUNTAIN CTFERNWOOD LN FLORA WAY FINDLAY CTF L ORA CT 140TH ST W 147TH ST WFLAGSTAFF AVEJOHNNY CAKE RIDGE RD145TH ST W FLAGSTONE TRL FOLIAGE AVEFOOTBRIDGE WAYFOREST LN FALCON AVEFLINTW OOD WAY FLAX W AYFERNANDO AVEFOUNTAIN CTFLAGSTAFF CTEXCELSIOR LNµ CENTRAL MAINTENANCEFACILITY EXPANSION 2022 COMPREHENSIVE PLAN MAP ^ SITE P P P P P P I-2 I-2 R-3 R-3 R-3R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 I-1 I-1 I-1 R-3 I-2 M-3B PD-746 PD-580 PD-342 PD-580 140TH ST W 1 4 7 T H S T WFLAGSTAFF AVEJOHNNY CAKE RIDGE RD145TH ST W FLAGSTONETRLFOLIAGE AVEFOX T A I LLN 146TH ST W 139TH S TW 142ND ST W EXLEY LNFAWNRIDG E WAY EVERESTAVEF I N DLAYAVEFOSSILLN 148THSTWFERNANDOAVEFAIROAKLN UPPER 147TH ST W F L A X WAYFRIDLE Y W A Y FALLBROOKWAYFOUNT AI NCT2 1 1 2 2 2 3 1 1 1 3 µ CENTRAL MAINTENANCEFACILITY EXPANSION 2022 ZONING MAP ^ Oblique Aerial View to West 1 CMF Planning Summary Oertel Architects performed an analysis of the facility for building condition, general code compliance, operational functionality, and predicted future growth and needs. Below is an outline of our recommendations and budget allowances. Identification of Needs The building was analyzed in terms of current building layout and review, condition assessment, departmental and staff interviews, our program analysis, comparison to other facilities within the metro, and current overall industry standards. The following areas were identified as current needs within the facility: a. ADA Compliance Upgrades to the Office Area b. New Fleet Maintenance Building c. Parks Department Expansion/Consolidation d. Police Relocation e. New Vehicle Storage Area g. Office Expansion/Addition h. Garbage Truck Addition h. Shop Re-organization Building Space Breakdown Existing Police Storage (Demo): -(15,000 SF) Existing CMF Building (1st Floor): 48,390 SF Office Addition: 1,381 SF Vehicle Storage Addition: 24,824 SF Garbage Truck Addition: 1,040 SF Total: 75,635 SF Other Existing Buildings on Site: 80,942 SF Fleet Maintenance (New Building): 18,240 SF Covered Materials Storage (New): 7,100 SF Total Building Area on Site: 181,917 SF Total Site Area: 843,699 SF Building Area Site Coverage: 21.6% 2 Planning Summary The CMF site was previously zoned type I-2 which allowed building coverage of 30%. As part of the 2040 Comprehensive Plan the site was zoned type P, which allows building coverage of 20%. The proposed building square footage of the renovations and additions brings the building coverage to 21.6%. During the planning process for the site it was determined that the additional building area would be required to meet the operational requirements of Public Works and will serve the City to the greatest extent on the existing site. Providing all of the operational needs on one central campus increases productivity, minimizes response times, and promotes staff safety. As part of the building renovations and building additions to the site, associated site work has been planned for.  The new Fleet Maintenance building, located at the northeast corner of the site, has drive-through maintenance bays for operational efficiencies. The drive-through bays require a drive lane on the east side of the building, adjacent to Flagstaff Avenue. This drive lane will also be used for bulk fluid delivery related to Maintenance operations. The proposed drive lane will encroach upon the required parking setbacks for the site. The proposed drive lane aligns with the existing adjacent drive lane, serving the Water Treatment building, just to the south.  As part of meeting the CMF operational requirements it was determined that additional staff and visitor parking is necessary. To address those needs we are proposing the removal of one of the existing drive lanes onto 140th St. W., at the northeast side of the site. This isolates access to and from 140th St. W., minimizing traffic interruptions. It also allows for additional parking in that area. The new parking will encroach upon the required parking setbacks for the site, however the new parking spots will align with the existing adjacent parking spots, with equal distance from 140th St. W.  During the planning process the Civil Engineers completed turning studies for various Maintenance vehicles on the site. During this process it was determined that the proposed Vehicle Storage addition requires additional drive area on the west side of the site in order to maximize operational efficiencies and staff safety. The newest Maintenance vehicles have become longer than many of the previous vehicles, resulting in greater turning radiuses. Allowing additional area for turning results in single turning into the new building, omitting the need to back-up and the need for multiple turning movements to access / exit the building. The additional drive area requires shifting the curb line towards the west property line, which would encroach upon the required parking setbacks for the site. The current drive lane / curb line is not uniform and varies slightly along the west side of the site. The proposed drive lane would provide a straight drive lane, and align with the existing drive lane towards the south end of the site. The new Vehicle Storage addition provides covered parking areas which are currently lacking on the CMF campus. The new building will also minimize the visual impact to the neighbors of parking all of those vehicles outside. During the extensive master planning process the design team took into account the City of Apple Valley’s long term 2040 Comprehensive Plan. The 2040 Comprehensive plan has a list of Key goals for the vision of the future 3 of Apple Valley. A number of those keys which are identifiable as being inclusive for the proposed CMF renovations and additions are as follows:  Key 1 - Service: The Central Maintenance Facility provides City required services to maintain City infrastructure and land.  Key 2 - A Great Place to Live: The operations at the Central Maintenance Facility provide services which support the transportation system, maintain the parks system, and enhance the unique qualities of Apple Valley.  Key 4 - Safe: The Central Maintenance Facility operations provide safe transportation by maintaining and enhancing public roadway and infrastructure needs.  Key 5 - Parks to Experience: The parks department, which is located at the Central Maintenance Facility, provide services necessary to maintain and preserve the natural environment of Apple Valley.  Key 6 - Healthy and Active: The services provided at the Central Maintenance Facility allow for the residents of Apple Valley to have access to the many recreation facilities through the system of sidewalks, trails, and bike lanes connecting the neighborhoods of the City.  Key 7 - Sustainable: As part of the renovations to the CMF campus and buildings we are planning on incorporating numerous components to enhance the overall sustainability of the campus. A series of systems strategies have been implemented into the designs including:  Upgrading insulation values  Replacing existing windows  Kalwall "windows" at the new Fleet Maintenance building  Replacing existing overhead doors  New LED lighting throughout  Solatube skylights in the new Fleet Maintenance building and Vehicle Storage addition  Occupancy sensors in most areas without automatic dimming, light level adjustments  High efficiency gas fired water heaters  Provisions for PV (solar) panels at the new Fleet Maintenance building and Vehicle Storage addition  New high efficiency HVAC systems at renovated and new facilities  The current energy analysis models indicate a 23% peak kW savings over baseline systems for the building(s)  Key 8 - Accessible: The Central Maintenance Facility provides the services required for maintaining the multifaceted transportation system which support and enhance the city of Apple Valley. Additionally, the proposed Central Maintenance Facility improvements include ADA improvements which will make the building more accessible to those with mobility needs. 160th Street (Co. Rd 46)Pilot Knob Road 140th StreetMcAndrews RoadGarden View DriveCedar Avenue150th Street (Co. Rd 42)Interstate 35E LOCATION MAPCITY PROJECT NUMBER 2021-1540Horizontal scale in feet2000 4000CMF IMPROVEMENT & EXPANSION PROJECTPROJECT AREASHEET NUMBER SHEET TITLEGENERALG0.01TITLE SHEETG0.02LEGEND & GENERAL NOTESCIVILC0.01EXISITING CONDITIONSC0.02REMOVAL PLANC0.03SITE PLANC1.01TYPICAL SECTIONSC2.01EROSION CONTROL PLANC2.02 - C2.04STORM WATER POLLUTION PREVENTION PLANC3.01GRADING & DRAINAGE PLANC3.02GRADING & DRAINAGE PLAN (WVR-P56)C4.01UTILITY PLANC8.01 - C8.06STANDARD DETAIL PLATESTHIS PLAN SET CONTAINS 18 SHEETS.CITY HALLBID SITE11-29-2022PRINTED:SIGNATUREJLS/TBJLSPROJECT NUMBER:DATE OF ISSUE:DRAWN BY:CHECKED BY:REVISIONS:2021-154DATELICENSE #SHEET NAME:SHEET NO:FILE NAME:2021-154_G001.dwgFebruary 15, 2022I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDARCHITECT IN THE STATE OF MINNESOTA.1795 ST. CLAIR AVENUEST. PAUL, MN 55105(651) 696-5186www.oertelarchitects.comOERTELARCHITECTSCENTRAL MAINTENANCE FACILITY IMPROVEMENT & EXPANSION PROJECT 6442 140TH ST W APPLE VALLEY, MN 55124 7100 147TH ST WAPPLE VALLEY, MN 55124CLINT HOOPPAWTOM LAWELLTHOMAS C. GOODWINJOHN BERGMANADMINISTRATORCOUNCILMEMBERCOUNCILMEMBERMAYORRUTH A. GRENDAHLCOUNCILMEMBERMATT SAAMPUBLIC WORKS DIRECTORTOM MELANDERCOUNCILMEMBERG0.01TITLE SHEETVICINITY MAP0Horizontal scale in feet200 400140TH ST WFLAGSTAFF AVE File: 2021-154 CMF 11.29.2022 962964966968970972974976978980982984 982 980 9789769749729709689669649629 6 0 9 6 0 9 6 2962960960964966968970972974976978980982984986988990992992992 988 986 984982 988990 990990 98 4 98 6 988 990 992 994 992990 99 2 992988 982984986988 986984982 982980 9 7 8 97 6 97 4 970976978980980970972974976978982988988988 986 984986988988988984986 986 986988988 20' ACCESS & UTILITY EASEMENT PER DOC. NO. 138225120' ACCESS & UTILITY EASEMENTPER DOC. NO. 138225120' ACCESS & UTILITY EASEMENTPER DOC. NO. 138225120' ACCESS & UTILITY EASEMENTPER DOC. NO. 1382251LEASED LAND PERDOC. NO. 1382551PIPELINE EASEMENT PERDOC. NO. 379696PIPELINE EASEMENT PERDOC. NO. 379696PIPELINE EASEMENT PERDOC. NO. 379696PIPELINE EASEMENT PERDOC. NO. 379696PIPELINE EASEMENT PERDOC. NO. 1227937DRAINAGE AND UTILITY EASEMENT PER PLAT OF EASTVIEW ADDITION DRAINAGE AND UTILITY EASEMENT PER PLAT OF EASTVIEW ADDITION DRAINAGE AND UTILITY EASEMENT PER PLAT OF EASTVIEW ADDITION DRAINAGE AND UTILITY EASEMENT PER PLAT OF EASTVIEW ADDITIONDRAINAGE AND UTILITY EASEMENT PER PLAT OF EASTVIEW ADDITIONDRAINAGE AND UTILITY EASEMENT PER PLAT OF EASTVIEW ADDITIONDRAINAGE AND UTILITY EASEMENT PER PLAT OF EASTVIEW ADDITIONDRAINAGE AND UTILITY EASEMENT PER PLAT OF EASTVIEW ADDITIONDRAINAGE AND UTILITY EASEMENT PER PLAT OF EASTVIEW ADDITIONDRAINAGE AND UTILITY EASEMENT PER PLAT OF EASTVIEW ADDITION LEASEDLAND PERDOC. NO.143434120' ACCESS & UTILITY EASEMENT PER DOC. NO. 143434120' ACCESS & UTILITYEASEMENT PER DOC.NO. 143434120' ACCESS & UTILITY EASEMENT PER DOC. NO. 143434120' ACCESS & UTILITYEASEMENT PER DOC.NO. 143434120' ACCESS & UTILITYEASEMENT PER DOC.NO. 1434341R: 962.22I: 948.97 NEI: 947.35 WR: 960.09I: 947.71 WR: 959.36I: XXX.XX NEI: XXX.XX WCOULD NOT OPENR: 988.05I: 977.05 ER: 985.54I: 974.17 WR: 981.61I: 971.60 EI: 972.18 WR: 981.85I: 971.12R: 980.13I: 968.85 ER: 979.33I: 965.1 NSUMPR: 987.24I: 980.28 SR: 976.74I: 964.48 SR: 974.78I: 964.03 WR: 979.99I: 963.7 SR: 986.70I: 979.08 NI: 981.11 ER: 988.57I: 980.07 SR: 963.87I: 950.12 SR: 971.12I: 961.56 SR: 991.40I: 983.80 N6" PIPE W6" PIPE SR: 986.88I: 982.78 NI: 982.76 ER: 986.30I: 982.95 SR: 986.15I: 980.74 WI: 980.57 SER: 983.76I: 978.18 NWI: 977.08 SER: 983.01I: 975.3 NWI: 975.18 SER: 979.47I: 975.42 ER: 979.20I: 974.96 EI: 975.18 WR: 979.11I: 973.68 NWI: 967.16 EI: 973.46 WR: 980.56I: 966.56 WI: 966.54 SR: 977.72I: 965.07 NI: 965.02 SI: 973.12 WR: 976.24I: 963.39 NI: 961.07 EI: 961.14 WR: 977.73I: 973.81 EI: 974.08 N (6" DRAIN TILE)R: 980.56I: 962.94 EI: 963.03 SR: 985.82I: 982.17 ER: 986.86I: 979.85 NI: 979.83 SI: 982.12 EI: 979.01 WR: 986.22I: 982.77 ER: 987.30I: 981.87 NI: 981.65 SI: 982.65 EI: 982.00 WR: 987.76I: 984.10 EI: 982.64 SR: 987.06I: 978.99 NWI: 978.96 SER: 985.34I: 948.97 NI: 947.35 EI: 999.66 NWR: 984.76I: 980.85 SR: 984.41I: 976.98 NEI: 976.99 WR: 985.11I: 974.41 EI: 976.30 SWI: 974.41 WR: 981.15I: 966.73 NI: 969.19 WR: 980.86I: 964.76 NI: 964.88 SUNABLE TO ACCESS R: 969.61I: 965.79 EI: 966.91 WR: 990.39I: 986.16 ER: 990.32I: 985.59 SEI: 985.60 WR: 990.02I: 982.82 NWI: 982.76 EI: 986.65 SR: 991.09I: 981.61 NI: 981.61 SER: 990.19I: 986.27 WR: 961.89I: 958.89 WI: 957.30 NER: 959.36I: 957.10 SWI: 957.05 WR: 961.03I: 956.69 WI: 952.33 EI: 952.53 NR: 959.16I: 951.56 NI: 951.56 EI: 951.57 WR: 980.20I: 976.35 ER: 980.20I: 976.26 WI: 976.25 ER: 963.54I: 955.98 NWI: 954.20 SR: 958.87I: 954.67 EI: 954.77 NWR: 961.08I: 953.30 NI: 953.30 SI: 954.08 WR: 960.38I: XXX.XX ESAND & WATERR: 959.16I: 954.71 NER: 962.37I: 952.99 NI: 952.83 SI: 954.07 SWI: 957.92 WI: 958.75 NWR: tbd I: 976.33 E 20" DIP12" DIP ABANDON12" DIP RAW6" DIP18" DIP RAW24" DIP RAW24" DIP RAW 24" DIP RAW24" DIP RAW 4" CIP8" PVC4" CIP 8" PVC 8" PVC 8" PVC8" PVC 6" DIP6" DIP18" DIP RAW12" DIP10" DIP4" DIP6" DIP18" DIP RAW6" DIP20" DIP 15" RCP 30" DIP OVERFLOW LINE36" DIP36" DIP24" DIP4" DIP4" DIP8" DIP24" DIP30" DIP 24" DIP20" PVC RAW30" DIP RAW30" DIP RAW 36" DIP RAW24" DIP R A W 36" DIP30" DIP 24" DIP 30" DIP RAW24" DIP LOW ZONE24" DIP HIGH ZONE36" DIP20" DIP RAW6" PVC8" PVC8" PVC 8" PVC8" PVC8" PVC8" PVC8" PVC15" RCP8" PVC6" PVC4" PVC4" PVC4" PVC6" PVC8" PVC8" PVC8" PVC8" PVC8" PVC8" PVC8" PVC8" PVC8" PVC 8" PVC 8" PVC 8" PVC 15" PVC15" PVC15" PVC15" PVC15" P V C 15" PVC 15" PVC18" RCP 24" RCP36" RCP42" RCP 24" RCP21" RCP12" RCP12" RCP18" RCP15" RCP12" RCP12" RCP12" RCP54" RCP15" RCP1 2 " P V C 30" RCP12" PVC 1 2 " P V C 12" PVC 15" RCP36" RCP18" RCP 12" RCP 36" RCP30" RCP 15" R C P15" RCP12" HDPE12" RCP 15" RCP 10" PVC 27" RCP27" RCP1 2 " R C P15" RCP36" RCP1 5 " R C P 12" RCP 15" PVC 966970980986986984982980982984986988988 98 8 990 982984 980 988 980988992978976974970966FLAGSTAFF AVE140TH ST W 20" DIP RAW10" DIP RAW4" DIP36" DIP36" DIP30" DIP24" DIP24" DIP8" PVC20" PVC RAW20" DIP18" DIP RAW12" DIP RAW12" RCPH H P CC DCHFS E C G F G G FCE ECGFGGHPDVACACCACCBBDDBBBBCOSCMMMCCFBBBBBBBBBBBBBBBBSCOFFFFBB B F B B B B B BB BBBFFHHBCCE D S S S B B D S D S BB B B B B D S D S S DPH C HC M D B B B B BBM S M B B S S D B B B P D M CO H S FG G G C F G G B B C AC BBMBB BBB B B D H D H H H D H H D D H H H P D H D Y M C AC ACM M CO S S D CLVT D B D B B B B CLVT C B B B SS D C C C G-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-BC-B C-B C-B C-B C-BE-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-BE-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-BE-B E-B E-B E-B E-BE-B E-B E-B E-B E-BF-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-BC-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-BC-B C-BE-B E-B E-B E-B E-B E-B E-B E-B E-B E-BF-BF-BF-BF-BF-BF-BF-BF-BF-BG-BG-BG-BE-BE-BE-BE-BE-BF-BF-BF-BF-BF-BF-BF-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BS S S S>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >>>>>>> > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>> >> >> >> >>>>>>>>>>>>>>>>>>D>>>> >>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllllllllllllllllllllllll l l lllllll llllllllllllllllllllllllllllllllllllllllll l l l l l lllllllllllllllllllllllllllllllll llll lllllllllllllllll lll llllll l lllllllllllllllllllllllllllllllllllllllllllllllllll l l lll llllllllllllll lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll l l l l l CO>>>CO X X X X X X X X X X X X X XX X X X X X X X X X X XX X X X XXXXXX X X X X X X XXXXXXXXXXXXXXXXXXXXX X X X X X XXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX OEOEOEOEOEOEXXXXOE OE XXXXX X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXC-B C-B S OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEl l l l l l l l l l l l l l l l l ll >>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>E-BE-BE-BE-B E-B E-B E-B E-B E-B E-B E-B E-BE-BE-BE-B E-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-B E-B E-BE-BE - B E-BE-BE-BE -B E-B E-B >>>>>>>>>X HF-B F-BG-B G-B 12" RCPE-B E-B E-BE-B E-B E-BE-B E-BE-B E-BC-B C-BF-B F-B F-BF-B F-B F-B F-BF-BWARMSTORAGE/POLICEFFE= 981.0±CLEAR WELLSALT BARNCOLD STORAGECOLD STORAGEGARAGEFFE = 988.1±CMFFFE = 988.5±WATER TREATMENT PLANTFFE = 980.33±WELL15WELL4WELL 6WELL5R: 987.76I: 983.58 WI: 983.44 NI: 982.83 SSUMP: 981.59R: 987.17I: 980.44 N,SR: 987.04I: 980.64 N,SR: 979.36I: 965.32 WI:969.46 S (TOP)I:964.87 S (BTM)I: 964.81 ER: 962.63I: 956.08 N/ S20" DIP12" DIP ABANDON12" DIP RAW6" DIP18" DIP RAW24" DIP RAW24" DIP RAW 4" CIP4" CIP 6" DIP6" DIP18" DIP RAW12" DIP10" DIP4" DIP6" DIP18" DIP RAW6" DIP20" DIP 4" DIP4" DIP8" DIP24" DIP30" DIP 24" DIP20" PVC RAW30" DIP RAW24" DIP LOW ZONE24" DIP HIGH ZONE30" DIP RAW 36" DIP RAW24" DIP R A W 36" DIP 30" DIP OVERFLOW 24" DIP 30" DIP RAW24" DIP24" DIP36" DIP20" DIP RAW20" DIP RAW10" DIP RAW4" DIP36" DIP CLEARWELL INFLUENT36" DIP CLEARWELL DISCHARGE30" DIP OVERFLOW LINE24" DIP LOW ZONE24" DIP20" PVC RAW20" DIP18" DIP RAW12" DIP RAW24" DIP LOW ZONE9 8 8 988988988 9 8 8 20' ACCESS & UTILITY EASEMENTPER DOC. NO. 1382251DRAINAGE AND UTILITY EASEMENT PER PLAT OF EASTVIEW ADDITIONDRAINAGE AND UTILITY EASEMENT PER PLAT OF EASTVIEW ADDITION 20' ACCESS & UTILITY EASEMENT PER DOC. NO. 143434114050 14047140511409414088140571408214074R: 988.57I: 980.07 SR: 986.22I: 982.77 ER: 987.76I: 984.10 EI: 982.64 S12" DIP ABANDON4" CIP8" PVC8" PVC8" PVC15" PVC12" RCP98 8 988 8" PVC20" DIP15" RCP 12" RCPH PCCCHFSCACCBBDG-B G-B G-B G-B G-B G-B G-B G-BG-BG-BG-BG-BE-BE-BE-BE-BE-BE-BF-BF-BC-BC-BSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>D>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll l l l l l l lXX XXXXXXXXXS>>>>>>>E-B E-B E-B E-BE-BE-BE-B E-B E-B E-BS SHFCCSDXXXXXXXXXXXXXXXHF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-B12" RCP 15" RCP 8" PVC20" DIPE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-B12" DIP ABANDON4" CIP>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >>>>DllllllllllllllllllllDXXXXXF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BR: 958.96I: 939.07 SI: 954.89 NWI: 939.07 NE(FROM AS-BUILT)R: 958.35I: 939.14 WI: 939.14 N(FROM AS-BUILT)FESI: 938.9 NWFESI: 941.13 NWR: 957.91I: XXXXR: 955.76I: 943.41 WI: 938.41 SI: 938.38 E(SUBMERGED)9419429439449459479509529549419 5 0 955945 95 0 95 5 945950951955960965964970969954 953 952951949947 941941945950952FL A G S T A F F A V E11-29-2022PRINTED:SIGNATUREJLS/TBJLSPROJECT NUMBER:DATE OF ISSUE:DRAWN BY:CHECKED BY:REVISIONS:2021-154DATELICENSE #SHEET NAME:SHEET NO:FILE NAME:2021-154_C001.dwgFebruary 15, 2022I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDARCHITECT IN THE STATE OF MINNESOTA.1795 ST. CLAIR AVENUEST. PAUL, MN 55105 (651) 696-5186www.oertelarchitects.comOERTELARCHITECTSCENTRAL MAINTENANCE FACILITY IMPROVEMENT & EXPANSION PROJECT 6442 140TH ST W APPLE VALLEY, MN 55124 7100 147TH ST WAPPLE VALLEY, MN 55124C0.01EXISTINGCONDITIONS040' 80' NPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEN040' 80'N040' 80'SEE BELOW140TH STREET W RIGHT TURN LANECAUTIONWARNINGHIGH-PRESSURE PIPELINE(S)EXCAVATION AND/OR CONSTRUCTION PROHIBITED WITHOUT COMPLIANCE WITH STATE ONE-CALL, AND WITHOUT WRITTEN PERMISSION FROMMAGELLAN PIPELINE COMPANYCAUTIONWARNINGHIGH-PRESSURE PIPELINE(S)EXCAVATION AND/OR CONSTRUCTION PROHIBITED WITHOUT COMPLIANCE WITH STATE ONE-CALL, AND WITHOUT WRITTEN PERMISSION FROMMAGELLAN PIPELINE COMPANYWVR-P56 STORM WATER POND HWL = 956.9NWL = 942.1File: 2021-154 CMF 11.29.2022 H H P CC DCHFS E C G F G G FCE ECGFGGHPDVACACCACCBBDDBBBBCOSCMMMCCFBBBBBBBBBBBBBBBBSCOFFFFBB B F B B B B B BB BBBFFHHBCCE D S S S B B D S D S BB B B B B D S D S S DPH C HC M D B B B B BBM S M B B S S D B B B P D M CO H S FG G G C F G G B B C AC BBMBB BBB B B D H D H H H D H H D D H H H P D H D Y M C AC ACM M CO S S D CLVT D B D B B B B CLVT C B B B SS D C C C GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G G G G G G G G G G G G G G G G G G G G GCCCCC CEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEFFFFFFFFFFFFFFFFFFFCCCCCCCCCCCCCCCCCCCC CEEEEEEEEEEEEFFFFFFFFFFGGGEEEEEFFFFFFFFGGGGGGGGGGGGGGGGGG GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGS S S S>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >>>>>>> > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>> >> >> >> >>>>>>>>>>>>>>>>>>D>>>> >>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllllllllllllllllllllllll l l lllllll llllllllllllllllllllllllllllllllllllllllll l l l l l lllllllllllllllllllllllllllllllll llll lllllllllllllllll lll llllll l lllllllllllllllllllllllllllllllllllllllllllllllllll l l lll llllllllllllll lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll l l l l l CO>>>CO X X X X X X XX X X X X XX X X X XXXXXX X X X X X X XXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXOEOEOEOEOEOEXXOE OE XXX X X X X X X X X XXXXXXXXXC C S OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEl l l l l l l l l l l l l l l l l ll >>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>EEEEE E E E E E E E E E EEE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEE E EEEEE E E >>>>>>>>>X HFFGGGEE EEEEEEEEEECCCFFFFFF FFF20' ACCESS & UTILITY EASEMENT PER DOC. NO. 138225120' ACCESS & UTILITY EASEMENTPER DOC. NO. 138225120' ACCESS & UTILITY EASEMENTPER DOC. NO. 138225120' ACCESS & UTILITY EASEMENTPER DOC. NO. 1382251LEASED LAND PERDOC. NO. 1382551PIPELINE EASEMENT PERDOC. NO. 379696PIPELINE EASEMENT PERDOC. NO. 379696PIPELINE EASEMENT PERDOC. NO. 379696PIPELINE EASEMENT PERDOC. NO. 379696PIPELINE EASEMENT PERDOC. NO. 1227937DRAINAGE AND UTILITY EASEMENT PER PLAT OF EASTVIEW ADDITION DRAINAGE AND UTILITY EASEMENT PER PLAT OF EASTVIEW ADDITION DRAINAGE AND UTILITY EASEMENT PER PLAT OF EASTVIEW ADDITION DRAINAGE AND UTILITY EASEMENT PER PLAT OF EASTVIEW ADDITIONDRAINAGE AND UTILITY EASEMENT PER PLAT OF EASTVIEW ADDITIONDRAINAGE AND UTILITY EASEMENT PER PLAT OF EASTVIEW ADDITIONDRAINAGE AND UTILITY EASEMENT PER PLAT OF EASTVIEW ADDITIONDRAINAGE AND UTILITY EASEMENT PER PLAT OF EASTVIEW ADDITIONDRAINAGE AND UTILITY EASEMENT PER PLAT OF EASTVIEW ADDITIONDRAINAGE AND UTILITY EASEMENT PER PLAT OF EASTVIEW ADDITION LEASEDLAND PERDOC. NO.143434120' ACCESS & UTILITY EASEMENT PER DOC. NO. 143434120' ACCESS & UTILITYEASEMENT PER DOC.NO. 143434120' ACCESS & UTILITY EASEMENT PER DOC. NO. 143434120' ACCESS & UTILITYEASEMENT PER DOC.NO. 143434120' ACCESS & UTILITYEASEMENT PER DOC.NO. 14343411152816342935466364707172 74EXISTINGPARKINGGATEWARMSTORAGE/POLICEFFE = 981.0±CLEAR WELLSALT BARNCOLD STORAGEFFE = 992.3±COLD STORAGEFFE = 991.9±GARAGEFFE = 988.1±CMFFFE = 988.5±WATER TREATMENT PLANTFFE = 980.33±WELL15WELL4WELL 6WELL5HPCCCHFSCACCBBDG G G G G G G G G GGGGGGEEEEEEFFCCCSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>D>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll l l l l l l lX XXXXXXXS>>>>>>>E E E E EEEEE E E ES SHFCCSDXXXXXXXXXXXXXXXHFFFFFFFFFFFFFFFFFFFFFFFFFFGGGGGGGGGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEECCCCCCCCCCCCCCCCCCCCFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF20' ACCESS & UTILITY EASEMENTPER DOC. NO. 1382251DRAINAGE AND UTILITY EASEMENT PER PLAT OF EASTVIEW ADDITIONDRAINAGE AND UTILITY EASEMENT PER PLAT OF EASTVIEW ADDITION 20' ACCESS & UTILITY EASEMENT PER DOC. NO. 143434114050 14047140511409414088140571408214074647071KEYNOTE LEGEND A REMOVE EXISTING BUILDING B REMOVE EXISTING SIDEWALKC REMOVE EXISTING ASPHALTD REMOVE EXISTING UTILITIESE PROTECT EXISTING UTILITIESF REMOVE EXISTING TREEG PROTECT EXISTING TREEH PROTECT EXISTING SIDEWALKI REMOVE EXISTING SIGNJ REMOVE EXISTING STRIPESK REMOVE EXISTING CURBL REMOVE EXISTING WALLM REMOVE VALLEY GUTTERN REMOVE FENCEO REMOVE EXISTING DRIVE ENTRANCE,INCLUDING CURB AND GUTTER, ANDBITUMINOUS APRONP EXISTING FENCE TO REMAINQ REMOVE AND SALVAGE EXISTINGCONCRETE PICNIC TABLE AND CONCRETEPADO11-29-2022PRINTED:SIGNATUREJLS/TBJLSPROJECT NUMBER:DATE OF ISSUE:DRAWN BY:CHECKED BY:REVISIONS:2021-154DATELICENSE #SHEET NAME:SHEET NO:FILE NAME:2021-154_C002.dwgFebruary 15, 2022I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDARCHITECT IN THE STATE OF MINNESOTA.1795 ST. CLAIR AVENUEST. PAUL, MN 55105 (651) 696-5186www.oertelarchitects.comOERTELARCHITECTSCENTRAL MAINTENANCE FACILITY IMPROVEMENT & EXPANSION PROJECT 6442 140TH ST W APPLE VALLEY, MN 55124 7100 147TH ST WAPPLE VALLEY, MN 55124C0.02REMOVAL PLAN040' 80' N>>>>>>DSDS>>>>>lllllllLEGEND:REMOVE EX FENCEREMOVE CONCRETE CURB AND GUTTERREMOVE SANITARY SEWERREMOVE WATER MAINREMOVE STORM SEWERREMOVE WATER SERVICEREMOVE SANITARY SERVICEREMOVE HYDRANTREMOVE VALVEREMOVE CURB BOXREMOVE MH, CB, OR FESEXISTING HYDRANT TO REMAINEXISTING VALVE TO REMAINEXISTING CURB BOX TO REMAINEXISTING MH, CB, OR FES TO REMAINREMOVE CONCRETE DRIVEWAY, SIDEWALK, OR VALLEY GUTTERREMOVE BITUMINOUS DRIVEWAY, TRAIL OR STREET PAVEMENTREMOVE GRAVELREMOVE TREEPROTECT TREEREMOVE BOLLARDSANITARY SEWER REMOVAL NOTES:1. CONTRACTOR SHALL REMOVE ALL SANITARY SEWER PIPE AS SHOWN IN THE DRAWINGS.2. CASTINGS SHALL BE REMOVED ON ALL STRUCTURES IDENTIFIED FOR REMOVAL.3. CONTRACTOR SHALL BYPASS PUMP SEWER TO MAINTAIN OPERATION AT ALL TIMES DURING CONSTRUCTION.WATER MAIN REMOVAL NOTES:1. CONTRACTOR SHALL REMOVE ALL WATER MAIN PIPE (INCLUDING FITTINGS) AS SHOWN IN THE DRAWINGS.2. CONTRACTOR SHALL REMOVE ALL VALVES AND HYDRANTS SHOWN IN THE DRAWINGS.3. CONTRACTOR SHALL NOT BEGIN WATER MAIN REMOVAL UNTIL TEMPORARY WATER SYSTEM IS OPERATIONAL.STORM SEWER REMOVAL NOTES:1. CONTRACTOR SHALL REMOVE ALL STORM SEWER PIPE AS SHOWN IN THE DRAWINGS.2. CASTINGS SHALL BE REMOVED ON ALL STRUCTURES IDENTIFIED FOR REMOVAL.3. CONTRACTOR SHALL MAINTAIN STORM SEWER DRAINAGE AT ALL TIMES DURING CONSTRUCTION.SERVICE REMOVAL NOTES:1. 4" CAST IRON SEWER SERVICE PIPE SHALL BE REMOVED FROM THE ROW TO THE MAIN.2. ALL 3/4" COPPER WATER SERVICES SHALL BE REMOVED FROM THE CURB BOX TO THE MAIN.REMOVAL NOTES:1. ALL TREES IDENTIFIED FOR REMOVAL WILL BE MARKED BY THE ENGINEER.2. SAW CUT BITUMINOUS AND CONCRETE PAVEMENT AT REMOVAL LIMITS. LOCATIONS WILL BE MARKED BY THE ENGINEER.XXXXXBFLAGSTAFF AVENUE140TH STREET CFFFAPPFKKKKFK040' 80'N040' 80'140TH STREET W RIGHT TURN LANESEE BELOWMMQCBCAUTIONWARNINGHIGH-PRESSURE PIPELINE(S)EXCAVATION AND/OR CONSTRUCTION PROHIBITED WITHOUT COMPLIANCE WITH STATE ONE-CALL, AND WITHOUT WRITTEN PERMISSION FROMMAGELLAN PIPELINE COMPANYCAUTIONWARNINGHIGH-PRESSURE PIPELINE(S)EXCAVATION AND/OR CONSTRUCTION PROHIBITED WITHOUT COMPLIANCE WITH STATE ONE-CALL, AND WITHOUT WRITTEN PERMISSION FROMMAGELLAN PIPELINE COMPANYBBBBBKKKFNNN140TH STREET WFile: 2021-154 CMF 11.29.2022 XXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXX X B B B B B B B B B B B B B B BBBBBB BB B B B B B B DCOCO D D D D D1413 32974H P CC DCHFS E C G F G G FCE ECGFGGHPDVACACCACCBBDDBBBBCOSCMMMCCFBBBBBBBBBBBBBBBBCOFFFFBB B F B B B BBBFFHHBCCE D S S S B B D S D S BB B B B B D S D H C HC M D BBM S M B B S S D B B B M CO H S FG G G C F G G B B C AC BBMBB BBB B B H D H H H D H H D D H H H P D H D Y M C AC ACM M CO S S D CLVT D B D B B B B CLVT C B B B SS D C C C GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G G G G G G G G G G G G G G G G G G G G GCCCCC CEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEFFFFFFFFFFFFFFFFFFFCCCCCCCCCCCCCCCCCCCC CEEEEEEEEEEEEFFFFFFFFFFGGGEEEEEFFFFFFFFGGGGGGGGGGGGGGGGGG GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGS S S S Dllllllllllllllllllllllll CO X XX X X X XXXXXX X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXOEOEOEOEOEOEOE OE C C S OEOEOEOEOEOEOEOEOEOEOEOEOEOEOElEEEEE E E E E E E E E E EEE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEE E EEEEE E E X HFFGGGEE EEEEEEEEEECCCFFFFFF FFFDELIVERY/RECEIVINGFFE=988.5±VEHICLE REPAIRFFE = 981.0±NEW VEHICLESTORAGEFFE = 988.1±OFFICEFFE=988.5±EXISTINGPARKINGGATE45'5' 53.47'65'38'R 4 0 'R5'R5'R15' R10' R20'R40'R10'R35'R5' R 2 0 'R10'26.56'CLEAR WELLSALT BARNCOLD STORAGEFFE = 992.3±GARAGEFFE = 988.1±CMFFFE = 988.5±WATER TREATMENT PLANTFFE = 980.33±FILTRATIONBASIN #1TIP OUT C&GTIP OUT C&GPKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKG PKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGPKGWELL15WELL4WELL 6WELL5BLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGllS COCO S45.34'79.59'157'139.56'126.67'148'42.03' 152.67'184'179.96'52.97' 49.82'COLD STORAGEFFE = 991.9±SURRMOUNTABLE C&G8556XX74HPCCCHFSCACCBBDG G G G G G G G G GGGGGGEEEEEEFFCCCSSSSSDl l l l l l l lXXXXXXS >>>>>>>E E E E EEEEE E E ES SHFCCSDXXXXXXXXXXXXXXXHFFFFFFFFFFFFFFFFFFFFFFFFFFGGGGGGGGGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEECCCCCCCCCCCCCCCCCCCCFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFOFFICEFFE=988.5±30018015:112' THRU LANE14' THRU LANE8' TRAIL12' TURN LANE1405014047140511409414088140571408214074PKGPKGPKGPKGPKG PKG PKG PKG PKG PKG PKG PKG PKG BLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGBLDGLEGENDEXISTING CONCRETEEXISTING GRAVELHATCH PATTERNSEXISTING BITUMINOUSPROPOSED PARKINGAPROPOSED CONCRETEBPROPOSED PEDESTRIAN RAMPCPROPOSED ASPHALTDPROPOSED RETAINING WALLEPROPOSED PONDFPROPOSED PRE TREATMENT AREAGPROPOSED CONCRETE APRONHPROPOSED GATEIPROPOSED ASPHALT TRAILJ1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TOCONSTRUCTION.2. THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THEGEOTECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENTS.3. CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OFTHE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNER'SREPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS.4. LOCATIONS OF STRUCTURES, PAVEMENTS, CURB AND GUTTERS, SIDEWALKS SHALLBE STAKED IN THE FIELD FOR PROPER INSTALLATION FOR LINE AND GRADE.5. CURB DIMENSIONS SHOWN ARE TO BACK OF CURB6. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FORREVIEW AND APPROVAL BY THE ENGINEER / LANDSCAPE ARCHITECT PRIOR TOFABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENTS MATERIALS SUCH AS,BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, WALLS, RAILINGS,SIDEWALKS, AND CURBS. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLEDMATERIALS NOT PREVIOUSLY APPROVED.7. PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED PER MnDOT DETAIL PLATES8. CURB AND GUTTER TYPE SHALL BE B612 UNLESS OTHERWISE NOTED.9. FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.SITE PLAN NOTESEXISTING BLDGPETROLEUM PIPELINE EASEMENTPROPOSED BITUMINOUSPROPOSED CONCRETEPROPOSED BLDG/ADDITIONPROPOSED CONCRETE ORGANICS PAD AND FENCEKPKGPKGPKGPKGPKGPKGPROPOSED SETBACK LINESBLDGBLDGBLDGBLDGBLDGBLDGBUILDING SETBACKPARKING SETBACKPROPOSED FENCELPROPOSED BICYCLE RACKMPROPOSED CONCRETE PAD FOR GATE CONTROLSNPROPOSED LANDSCAPINGBLDGBLDGBLDGBLDGBLDGBLDGPROPERTY LINEBLDGBLDGBLDGBLDGBLDGBLDGEASEMENT LINE11-29-2022PRINTED:SIGNATUREJLS/TBJLSPROJECT NUMBER:DATE OF ISSUE:DRAWN BY:CHECKED BY:REVISIONS:2021-154DATELICENSE #SHEET NAME:SHEET NO:FILE NAME:2021-154_C003.dwgFebruary 15, 2022I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDARCHITECT IN THE STATE OF MINNESOTA.1795 ST. CLAIR AVENUEST. PAUL, MN 55105 (651) 696-5186www.oertelarchitects.comOERTELARCHITECTSCENTRAL MAINTENANCE FACILITY IMPROVEMENT & EXPANSION PROJECT 6442 140TH ST W APPLE VALLEY, MN 55124 7100 147TH ST WAPPLE VALLEY, MN 55124C0.03SITE PLAN040' 80' NN040' 80'140TH STREET WDRAFTH FLAGSTAFF AVE140TH STREET W9'20'9'20'R5'R10'9'20'140TH STREET W RIGHT TURN LANESEE BELOWCAUTIONWARNINGHIGH-PRESSURE PIPELINE(S)EXCAVATION AND/OR CONSTRUCTION PROHIBITED WITHOUT COMPLIANCE WITH STATE ONE-CALL, AND WITHOUT WRITTEN PERMISSION FROMMAGELLAN PIPELINE COMPANYCAUTIONWARNINGHIGH-PRESSURE PIPELINE(S)EXCAVATION AND/OR CONSTRUCTION PROHIBITED WITHOUT COMPLIANCE WITH STATE ONE-CALL, AND WITHOUT WRITTEN PERMISSION FROMMAGELLAN PIPELINE COMPANYSITE DATACURRENT ZONING: "P" (INSTITUTIONAL)PROPOSED ZONING: "P" (INSTITUTIONAL)PROPERTY AREA: 19.37 ACDISTURBED AREA: 3.52 ACEXISTING IMPERVIOUS AREA: 11.34 ACPROPOSED IMPERVIOUS AREA: 12.68 ACDEVELOPMENT DESIGN STANDARDS:BUILDING SETBACKS:PRINCIPAL OR MINOR ARTERIAL STREETS: 50'COMMUNITY OR NEIGHBORHOOD COLLECTORS: 40'ALL OTHER STREETS: 35'SIDE LOT LINE: 10'REAR LOT LINE: 20'ABUTTING R OR M DISTRICTS: 20'PARKING SETBACKS REQUIRED:140TH ST W: 20'FLAGSTAFF AVE: 20'WEST PROPERTY LINE : 20'REAR LOT LINE: 5'PARKING SETBACKS PROPOSED:140TH ST W: 10'FLAGSTAFF AVE: 5'WEST PROPERTY LINE : 5'REAR LOT LINE: 10'MAXIMUM BUILDING COVERAGE: 20%PROPOSED BUILDING COVERAGE: 23.73%PROPOSED PARKING : 94 STALLSEHINDDMMCNIDJAAAKINBBEDJJOLLEDBFile: 2021-154 CMF 11.29.2022 XXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXX X B B B B B B B B B B B B B B BBBBBB BB B B B B B BHPCCDCHFSE C G F G G FCE ECGFGGHPDVACACCACCBBDDBBBBCOSCMMMCCFBBBBBBBBBBBBBBBBCOFFFFBB B F B B B BBBFFHHBCCE D S S S B B D S D S BB B B B B D S D H C HC M D BBM S M B B S S D B B B M CO S FG G G C F G G B B C AC BBMBB BBB B B H D H H H D H H D D H H H P D H D Y M C AC ACM M CO S S D CLVT D B D B B B B CLVT C B B B SS D C C C GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G G G G G G G G G G G G G G G G G G G G GCCCCC CEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEFFFFFFFFFFFFFFFFFFFCCCCCCCCCCCCCCCCCCCC CEEEEEEEEEEEEFFFFFFFFFFGGGEEEEEFFFFFFFFGGGGGGGGGGGGGGGGGG GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGS S S S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>D>>>> >>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllllllllllllllllllllllll l l lllllll llllllllllllllllllllllllllllllllll l l l l l lllllllllllllllllllllllllllllllll llll lllllllllllllllll lll llllll l lllllllllllllllllllllllllllllllllllllllllllllllllll l l lll llllllllllllll llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllCO >>X XX X X X XXXXXX X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXOEOEOEOEOEOEOE OE C C S OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEl l l l l l l l l l l l l l l l l l >>>>>>>>EEEEE E E E E E E E E E EEE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEE E EEEEE E E X HFFGGGEE EEEEEEEEEECCCFFFFFF FFF962964966968970972974976978980982984 982 980 9789769749729709689669649629 6 0 9 6 0 9 6 2962960960964966968970972974976978980982984986988990992992992 988 986 984982 988990 990990 98 4 98 6 988 990 992 994 992990 99 2 992988 982984986988 986984982 982980 9 7 8 97 6 97 4 970976978980980970972974976978982988988988 986 984986988988988984986 986 986988988 >>>>>>>>>>>>>>>>>>D>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>> >>>>>>>>>>>> D D>>>> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>D DGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS>> >>>>>>>>D>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>l l l l l l lllllllS >>> CO >>>>>>>>>>>>>>>>>>CO>>>>>>lllllll >>>>>>> >>> >l>>>>>>>>>>lllS>>>>>>>>>>>>>>>>>>>GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS>>>>>>>>>>>>>DELIVERY/RECEIVINGFFE=988.5±VEHICLE REPAIRFFE = 981.0±NEW VEHICLESTORAGEFFE = 988.1±OFFICEFFE=988.5±CLEAR WELLSALT BARNCOLD STORAGECOLD STORAGEGARAGEFFE = 988.1±CMFFFE = 988.5±WATER TREATMENT PLANTFFE = 980.33±WELL15WELL4WELL 6WELL5XXHPCCCHFSCACCBBDG G G G G G G G G GGGGGGEEEEEEFFCCCSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>D>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll l l l l l l lXXXXXXS E E E E EEEEE E E ES SHFCCSDXXXXXXXXXXXXXXXHFFFFFFFFFFFFFFFFFFFFFFFFFFGGGGGGGGGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEECCCCCCCCCCCCCCCCCCCCFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF9 8 8 988988988 9 8 8 OFFICEFFE=988.5±11-29-2022PRINTED:SIGNATUREJLS/TBJLSPROJECT NUMBER:DATE OF ISSUE:DRAWN BY:CHECKED BY:REVISIONS:2021-154DATELICENSE #SHEET NAME:SHEET NO:FILE NAME:2021-154_C201.dwgFebruary 15, 2022I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDARCHITECT IN THE STATE OF MINNESOTA.1795 ST. CLAIR AVENUEST. PAUL, MN 55105 (651) 696-5186www.oertelarchitects.comOERTELARCHITECTSCENTRAL MAINTENANCE FACILITY IMPROVEMENT & EXPANSION PROJECT 6442 140TH ST W APPLE VALLEY, MN 55124 7100 147TH ST WAPPLE VALLEY, MN 55124C2.01EROSIONCONTROL PLAN040' 80' N040' 80'N040' 80'140TH STREET W RIGHT TURN LANESEE BELOWFLAGSTAFF AVENUE140TH STREET EROSION AND SEDIMENT CONTROL NOTES:1. ALL PERMITTEES, CONTRACTORS, AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTIONPREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PLAN AND THE STATE OFMINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES PHASE II) PERMIT, BECOMEFAMILIAR WITH THEIR CONTENTS, AND COMPLY WITH ALL REQUIREMENTS STATED WITHIN.2. THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITECONDITIONS. AS CONSTRUCTION PROGRESSES, THE PERMITTEE/CONTRACTOR SHALL ANTICIPATE THATADDITIONAL BMP'S MAY BE REQUIRED AS SITE CONDITIONS CHANGE AND SHALL PROVIDE ADDITIONALBMP'S TO MEET APPLICABLE REQUIREMENTS.3. ALL WORK AND MATERIALS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS AND SWPPP.ANY DEVIATION FROM THE APPROVED PLANS SHALL REQUIRE WRITTEN APPROVAL FROM THE OWNER.4. THE NPDES PERMIT SHALL BE OBTAINED BY THE CONTRACTOR. THE SWPPP IS PART OF THIS PLAN ANDINCLUDES THE SCOPE OF WORK FROM THIS UTILITY AND STREET IMPROVEMENTS PROJECT.5. CONTRACTOR SHALL PROVIDE DEWATERING PLAN TO THE ENGINEER FOR APPROVAL. ALL WORK ANDCOSTS ASSOCIATED WITH DEWATERING SHALL BE INCIDENTAL TO THE PROJECT.6. ANY AREAS THAT THE VEGETATION IS DISTURBED SHALL HAVE SILT FENCE INSTALLED ON THEDOWNSTREAM PERIMETER.RIP RAPEROSION CONTROL LEGENDINLET PROTECTIONCAUTIONWARNINGHIGH-PRESSURE PIPELINE(S)EXCAVATION AND/OR CONSTRUCTION PROHIBITED WITHOUT COMPLIANCE WITH STATE ONE-CALL, AND WITHOUT WRITTEN PERMISSION FROMMAGELLAN PIPELINE COMPANYCAUTIONWARNINGHIGH-PRESSURE PIPELINE(S)EXCAVATION AND/OR CONSTRUCTION PROHIBITED WITHOUT COMPLIANCE WITH STATE ONE-CALL, AND WITHOUT WRITTEN PERMISSION FROMMAGELLAN PIPELINE COMPANYMSSILT FENCEBIOLOGSSEED & MULCHROCK ENTRANCEFile: 2021-154 CMF 11.29.2022 962964966968970972974976978980982984 982 980 9789769749729709689669649629 6 0 9 6 0 9 6 2962960960964966968970972974976978980982984986988990992992992 988 986 984982 988990 990990 98 4 98 6 988 990 992 994 992990 99 2 992988 982984986988 986984982 982980 9 7 8 97 6 97 4 970976978980980970972974976978982988988988 986 984986988988988984986 986 986988988 >>>>>>>>>>>l l l l l l lllllllll>>lllllll >llllGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS>>>>962964966968970972974976978980982982984 962962962962960962964968970972974976978980982984986988990992992990992 988 986 98498 4 982 980 978 966968970972974976978980982984986988972968 974972972974976978980978976980 9 7 8 9 7 6 97 4 9 7 2 970982982980 978978980982984980980982984986 982988988988988988988988988 986988 986 98899099299499 4 99 299098 8 9 8 8 990992992 992988986988986984984982986986988988988988 984986 9 9 2 56 LF 15" RCP @ 1.00%35 LF 15" RCP @0.00%STMH-310RIM=991.29BLD=13.66'INV=977.63 (N)INV=977.63 (E)150 LF 15" RCP @ 2.00%4 LF 12" RCP @ 4.55%STMH-306RIM=991.23BLD=16.60'INV=974.63 (W)INV=974.63 (S)INV=980.48 (N)217 LF 15" RCP @ 2.00%26 LF 15" RCP @ 1.50%CB-305RIM=990.19BLD=4.00'INV=986.19 (W)EX STMHRIM=987.06BLD=7.23'INV=979.83 (S)INV=979.83 (N)1.20%3.22%4.56%TC 987.53TRANSITION TOB612 CURB &GUTTER TC 986.29MATCH EX±TC 985.87MATCH EX±987.41987.79987.09986.76MATCH EX±989.10 988.86 987.42 989.80988.89 987.60 984.39983.88 984.144.78%4.17%3.08%983.79983.56 983.81 981.01???XXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXX X B B B B B B B B B B B B B B BBBBBB BB B B B B B BHPCCDCHFSE C G F G G FCE ECGFGGHPDVACACCACCBBDDBBBBCOSCMMMCCFBBBBBBBBBBBBBBBBCOFFFFBB B F B B B BBBFFHHBCCE D S S S B B D S D S BB B B B B D S D H C HC M D BBM S M B B S S D B B B M CO S FG G G C F G G B B C AC BBMBB BBB B B H D H H H D H H D D H H H P D H D Y M C AC ACM M CO S S D CLVT D B D B B B B CLVT C B B B SS D C C C GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G G G G G G G G G G G G G G G G G G G G GCCCCC CEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEFFFFFFFFFFFFFFFFFFFCCCCCCCCCCCCCCCCCCCC CEEEEEEEEEEEEFFFFFFFFFFGGGEEEEEFFFFFFFFGGGGGGGGGGGGGGGGGG GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGS S S S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>D>>>> >>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllllllllllllllllllllllll l l lllllll llllllllllllllllllllllllllllllllll l l l l l lllllllllllllllllllllllllllllllll llll lllllllllllllllll lll llllll l lllllllllllllllllllllllllllllllllllllllllllllllllll l l lll llllllllllllll lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll l l l l l CO>>>X XX X X X XXXXXX X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXOEOEOEOEOEOEOE OE C C S OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEl l l l l l l l l l l l l l l l l ll >>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>EEEEE E E E E E E E E E EEE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEE E EEEEE E E >>>>>>>>>X HFFGGGEE EEEEEEEEEECCCFFFFFF FFFDELIVERY/RECEIVINGFFE=988.5±VEHICLE REPAIRFFE = 981.0±NEW VEHICLESTORAGEFFE = 988.1±OFFICEFFE=988.5±CLEAR WELLSALT BARNCOLD STORAGECOLD STORAGEGARAGEFFE = 988.1±CMFFFE = 988.5±WATER TREATMENT PLANTFFE = 980.33±WELL15WELL4WELL 6WELL5966967968970972 969966986987988982983984985986987980 981982983984985986987987988987 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>> >>>>>>>>>>>> >> >>>>>>>>>>>>>>CBMH-317RIM=978.20BLD=8.20'INV=970.00 (E)25 LF 12"RCP @ 0.00%STMH-318RIM=980.15BLD=18.44'INV=970.00 (N)INV=961.71 (W)INV=961.71 (E)INV=964.00 (N)35 LF 15" RCP @0.00%24 LF 12"RCP @1.00%8LF12"RCP@3.33%56 LF 15" RCP @ 1.00%CBMH-322RIM=979.96BLD=4.00'INV=975.96 (W)36 LF 8" STM @1.00%STMH-316RIM=987.28BLD=7.70'INV=979.58 (W)INV=979.75 (S)INV=980.00 (NE)STMH-315RIM=986.46BLD=9.66'INV=976.80 (N)INV=976.80 (S)STMH-314RIM=986.99BLD=11.65'INV=975.34 (N)INV=975.34 (S)76 LF 15" RCP @ 0 .90%EX STMH -02RIM=985.85BLD=11.44'INV=974.41 (E)INV=974.66 (N)48 LF 15" RCP @ 0.90%4LF12"RCP@4.55%STMH-306RIM=991.23BLD=16.60'INV=974.63 (W)INV=974.63 (S)INV=980.48 (N)150 LF 15" RCP @ 2.00%150 LF 15" RCP @ 2.00%150 LF 15" RCP @ 2.00%178 LF 15" RCP @ 0.80%STMH-311RIM=987.31BLD=8.67'INV=979.06 (N)INV=979.06 (S)INV=978.64 (W)51 LF 12" RCP @ 2.66%CB-312RIM=981.67BLD=1.67'INV=980.00 (E)86 LF 15" RCP @ 0.90%EX STMHRIM=987.06BLD=7.23'INV=979.83 (S)INV=979.83 (N)CB-304RIM=990.39BLD=4.23'INV=986.16 (E)CBMH-303RIM=990.32BLD=4.72'INV=985.59 (SE)INV=985.60 (W)79 L F 1 5 " R C P @ 3 . 5 2 %106 LF 18" RCP @ 1.27%STMH-301RIM=990.87BLD=25.34'INV=969.03 (N)INV=969.03 (E)205 LF 24" RCP @ 0.39 %FES 300RIM=970.56BLD=???'INV=968.23 (W)OCS - 80RIM=969.50BLD=10.97'INV=958.53 (E)INV=964.50 (W)63 LF 15" RCP @ 1.11%MH - 81RIM=961.83BLD=6.57'INV=957.83 (W)INV=955.26 (N)INV=955.26 (S)37 LF 12" RCP @ 0.00%CB-313RIM=983.84BLD=1.67'INV=982.17 (E)6 LF 12" RCP @ 1.62%CONNECT TO EX PIPECBMH-324RIM=987.84BLD=4.46'INV=983.38 (N)STMH-319RIM=980.56BLD=17.62'INV=970.00 (N)INV=963.03 (S)INV=962.94 (E)STMH-319RIM=980.56BLD=17.62'INV=970.00 (N)INV=963.03 (S)INV=962.94 (E)STMH -302RIM=990.56BLD=20.26'INV=970.30 (N)INV=985.79 (E)INV=970.37 (S)INV=982.82 (NW)16 LF 15" RCP @ 0.89%STMH-307RIM=988.16BLD=5.30'INV=982.86 (N)INV=982.86 (S)INV=982.86 (W)118 LF 15" RCP @ 2.01%CBMH-308RIM=987.74BLD=4.74'INV=983.00 (E)118 LF 12" RCP @ 10.55%STMH-327RIM=978.27BLD=11.72'INV=966.55 (W)INV=966.55 (E)INV=966.55 (N)CB-328RIM=983.39BLD=7.37'INV=979.02 (S)9 8 8 988988988 9 8 8 9 8 8 9889 8 8 988 988988CBMH-326RIM=986.64BLD=1.94'INV=984.70 (E)CBMH-325RIM=986.54BLD=1.94'INV=984.60 (W)INV=984.60 (N)12 LF 15" RCP @ 1.28%CONNECT TO EX 15" PIPE20 LF 15" RCP @ 0.50%TC ???MATCH EX±TC 989.54TC 987.53???MATCH EX±TC 988.90TC 988.800.79%0.52%0.41%EXISTING UTILITIES TO BERELOCATED BY OTHERSTRANSITION TOB612 CURB &GUTTER989.10988.86987.42XXHPCCCHFSCACCBBDG G G G G G G G G GGGGGGEEEEEEFFCCCSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>D>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll l l l l l l lXXXXXXS >>>>>>>E E E E EEEEE E E ES SHFCCSDXXXXXXXXXXXXXXXHFFFFFFFFFFFFFFFFFFFFFFFFFFGGGGGGGGGGGGGGGGGGGGGGGGGGGEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEECCCCCCCCCCCCCCCCCCCCFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFOFFICEFFE=988.5±9886 LF 12" RCP @ 1.62%CONNECT TO EX PIPECBMH-324RIM=987.84BLD=4.46'INV=983.38 (N)11-29-2022PRINTED:SIGNATUREJLS/TBJLSPROJECT NUMBER:DATE OF ISSUE:DRAWN BY:CHECKED BY:REVISIONS:2021-154DATELICENSE #SHEET NAME:SHEET NO:FILE NAME:2021-154_C301.dwgFebruary 15, 2022I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDARCHITECT IN THE STATE OF MINNESOTA.1795 ST. CLAIR AVENUEST. PAUL, MN 55105 (651) 696-5186www.oertelarchitects.comOERTELARCHITECTSCENTRAL MAINTENANCE FACILITY IMPROVEMENT & EXPANSION PROJECT 6442 140TH ST W APPLE VALLEY, MN 55124 7100 147TH ST WAPPLE VALLEY, MN 55124C3.01GRADING ANDDRAINAGE PLAN040' 80' N FLAGSTAFF AVENUE140TH STREET 040' 80'N040' 80'140TH STREET W RIGHT TURN LANESEE BELOWCAUTIONWARNINGHIGH-PRESSURE PIPELINE(S)EXCAVATION AND/OR CONSTRUCTION PROHIBITED WITHOUT COMPLIANCE WITH STATE ONE-CALL, AND WITHOUT WRITTEN PERMISSION FROMMAGELLAN PIPELINE COMPANYCAUTIONWARNINGHIGH-PRESSURE PIPELINE(S)EXCAVATION AND/OR CONSTRUCTION PROHIBITED WITHOUT COMPLIANCE WITH STATE ONE-CALL, AND WITHOUT WRITTEN PERMISSION FROMMAGELLAN PIPELINE COMPANYNOTES:1. DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED.2. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING OR EDGE OFPAVEMENT UNLESS OTHERWISE NOTED.3. ALL ACCESSIBLE ROUTES SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNINGSLOPE NOT EXCEEDING 5%.4. AT TURNING POINTS ALONG THE ACCESSIBLE ROUTE THE PAVEMENT SHALL NOT EXCEED 2% IN ANY DIRECTIONFOR AN AREA 60' IN DIAMETER.5. ALL PUBLIC SIDEWALKS SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING SLOPENOT EXCEEDING 5%.6. GRADING OF THE FILTRATION AREAS SHALL BE ACCOMPLISHED USING LOW-IMPACT EARTH-MOVING EQUIPMENTTO PREVENT COMPACTION OF THE UNDERLYING SOILS. SMALL TRACKED DOZERS AND BOBCATS WITH RUNNERTRACKS ARE RECOMMENDED.7. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVER MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH ORSOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED.8. FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP OF FACE OF WALL (NOT TOP OF WALL) AND"BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES).9. REFER TO THE GEOTECHNICAL EVALUATION REPORT (REPORT NOXXXXXXXXXXXXX)10. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENT OCCURS AND BEFORE SITES ARELEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED.11. DUST MUST BE ADEQUATELY CONTROLLED.12. SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS.13. SEE UTILITY PLAN FOR WATER, STORM AND SANITARY SEWER INFORMATION.14. SEE SITE LAN FOR CURB AND BITUMINOUS TAPER LOCATIONS.15. ALL WORK AND INFRASTRUCTURE WITHIN PUBLIC EASEMENTS OR FIGHT OF WAY SHALL BE TO CITY STANDARDS.16. NO CONSTRUCTION WORK SHALL BEGIN PRIOR TO A PRECONSTRUCTION MEETING CONFERENCE WITH A PUBLICWORKS AND A BUILDING INSPECTIONS REPRESENTATIVE.17. PUBLIC WORKS DEPARTMENT (952-953-2400) SHALL BE NOTIFIED A MINIMUM OF 48 HOURS FOR ANY REQUIREDWATER MAIN SHUT DOWNS AND/OR CONNECTIONS.18. CITY OF APPLE VALLEY WATER DEPARTMENT SHALL OPERATE ALL VALVES ON PUBLIC OWNED MAINS AND VALVESCONNECTING PRIVATE LINES TO PUBLIC OWNED MAINS.19. A RIGHT OF WAY PERMIT WILL BE REQUIRED FOR ALL WORK WITHIN PUBLIC EASEMENTS OR RIGHT OF WAY.SEE C1.01 FORFILTRATION POND DETAILFile: 2021-154 CMF 11.29.2022 XXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXX X B B B B B B B B B B B B B B BBBBBB BB B B B B B BHPCCDCHFSE C G F G G FCE ECGFGGHPDVACACCACCBBDDBBBBCOSCMMMCCFBBBBBBBBBBBBBBBBCOFFFFBB B F B B B BBBFFHHBCCE D S S S B B D S D S BB B B B B D S D H C HC M D BBM S M B B S S D B B B M CO S FG G G C F G G B B C AC BBMBB BBB B B H D H H H D H H D D H H H P D H D Y M C AC ACM M CO S S D CLVT D B D B B B B CLVT C B B B SS D C C C GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G G G G G G G G G G G G G G G G G G G G GCCCCC CEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEFFFFFFFFFFFFFFFFFFFCCCCCCCCCCCCCCCCCCCC CEEEEEEEEEEEEFFFFFFFFFFGGGEEEEEFFFFFFFFGGGGGGGGGGGGGGGGGG GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGS S S S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>D>>>> >>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllllllllllllllllllllllll l l lllllll llllllllllllllllllllllllllllllllll l l l l l lllllllllllllllllllllllllllllllll llll lllllllllllllllll lll llllll l lllllllllllllllllllllllllllllllllllllllllllllllllll l l lll llllllllllllll lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll l l l l l CO>>>X XX X X X XXXXXX X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXOEOEOEOEOEOEOE OE C C S OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEl l l l l l l l l l l l l l l l l ll >>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>EEEEE E E E E E E E E E EEE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEE E EEEE E E E >>>>>>>>>X HFFGGG 12" RCPE E EEEEEEEEEECCCFFFFFF FFF>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >>>>>>>>>>>>>> >>>>>>>>>>>>GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS>> >>>>>>>>>>>>>>20" DIP12" DIP ABANDON12" DIP RAW6" DIP18" DIP RAW24" DIP RAW24" DIP RAW 4" CIP4" CIP 6" DIP6" DIP18" DIP RAW12" DIP10" DIP4" DIP6" DIP18" DIP RAW6" DIP20" DIP 4" DIP4" DIP8" DIP24" DIP30" DIP 24" DIP20" PVC RAW30" DIP RAW24" DIP LOW ZONE24" DIP HIGH ZONE30" DIP RAW 36" DIP RAW24" DIP R A W 36" DIP 30" DIP OVERFLOW 24" DIP 30" DIP RAW24" DIP24" DIP36" DIP20" DIP RAW20" DIP RAW10" DIP RAW4" DIP36" DIP CLEARWELL INFLUENT36" DIP CLEARWELL DISCHARGE30" DIP OVERFLOW LINE24" DIP LOW ZONE24" DIP20" PVC RAW20" DIP18" DIP RAW12" DIP RAWDELIVERY/RECEIVINGFFE=988.5±VEHICLE REPAIRFFE = 981.0±NEW VEHICLESTORAGEFFE = 988.1±OFFICEFFE=988.5±CLEAR WELLSALT BARNCOLD STORAGECOLD STORAGEGARAGEFFE = 988.1±CMFFFE = 988.5±WATER TREATMENT PLANTFFE = 980.33±WELL15WELL4WELL 6WELL5>>>>>>>>>>>l l l l l l lllllllllS COCO >>lllllll >llllSGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS>>>>216 LF 8" HDPE @ 1.42%EX SSMH - 1RIM = 988.05BLD = 11.00'INV = 977.05 (E)INV = 977.05 (N)SSMH - 3RIM = 990.36BLD = 14.36'INV = 976.00 (S)INV = 976.00 (N)SSMH - 9RIM = 991.40BLD = 12.73'INV = 983.80 (S)INV = 978.67 (N)INV = 983.80 (W)116 LF 8" PVC @ 1.75%SSMH - 4 DROPRIM = 985.17BLD = 11.20'INV = 973.97 (S)INV = 973.97 (E)INV = 978.15 (N)INV = 973.97 (W)87 LF 4" PVC @ 2.00%SSCO - 7RIM = 986.63BLD = 6.75'INV = 979.92 (NW)INV = 979.88 (S)26 LF 4" PVC @ 2.00%EX SSCO - 6RIM = 987.18BLD = 6.74'INV = 980.44 (SE)INV = 980.44 (N)SSMH - 15RIM = 987.76BLD = 5.00'INV = 982.83 (S)INV = 983.44 (N)INV = 983.58 (W)INV = 983.44 (E)67 LF 4" PVC @ 2.00%SSMH - 10RIM = 979.93BLD = 14.46'INV = 972.40 (N)INV = 965.46 (W)INV = 965.46 (E)134 LF 8" PVC @ 2.00%20" DIP RAW 24" DIP RAW 24" DIP LOW ZONEXXHPCCCHFSCACCBBDG G G G G G G G G GGGGGGEEEEEEFFCCCSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>D>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll l l l l l l lXXXXXXS >>>>>>>E E E E EEEEE E E ES SHFCCSDXXXXXXXXXXXXXXXHFFFFFFFFFFFFFFFFFFFFFFFFFFGGGGGGGGGGGGGGGGGGGGGGGGGGG12" RCP 15" RCP 8" PVC20" DIPEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEECCCCCCCCCCCCCCCCCCCCFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF140501404714051140941408814057140821407412" DIP ABANDON4" CIPOFFICEFFE=988.5±RIM = 987.76BLD = 5.00'11-29-2022PRINTED:SIGNATUREJLS/TBJLSPROJECT NUMBER:DATE OF ISSUE:DRAWN BY:CHECKED BY:REVISIONS:2021-154DATELICENSE #SHEET NAME:SHEET NO:FILE NAME:2021-154_C401.dwgFebruary 15, 2022I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDARCHITECT IN THE STATE OF MINNESOTA.1795 ST. CLAIR AVENUEST. PAUL, MN 55105 (651) 696-5186www.oertelarchitects.comOERTELARCHITECTSCENTRAL MAINTENANCE FACILITY IMPROVEMENT & EXPANSION PROJECT 6442 140TH ST W APPLE VALLEY, MN 55124 7100 147TH ST WAPPLE VALLEY, MN 55124C4.01UTILITY PLAN040' 80' NUTILITY PLAN NOTES:1. ALL SANITARY SEWER PIPE SHALL BE PVC SDR 35 UNLESS OTHERWISE NOTED.2. INSULATION SHALL BE PLACED WHEREVER SANITARY SEWER LINE COMES WITHIN 3 FEET OF ANY STORM STRUCTURE OR LINE, ORWITHIN 5 FEET OF THE GROUND SURFACE.3. ALL WATERMAIN SHALL BE CLASS 52 FOR ALL PIPES LESS THAN 20" IN DIAMETER AND CLASS 51 FOR PIPES 20" AND GREATER.4. ALL WATERMAIN FITTINGS SHALL BE FUSION BONDED EPOXY COATED.5. ALL WATERMAIN AND FITTINGS SHALL BE ENCASED WITH V-BIO POLYETHYLENE ENCASEMENT NO LESS THAN 8MILS IN THICKNESS.6. ALL WATERMAIN SHALL HAVE 8'-0" COVER DEPTH.7. CONTRACTOR SHALL POTHOLE AND VERIFY ELEVATIONS AT TIE IN LOCATIONS PRIOR TO CONSTRCTION.8. CONTRACTOR IS RESPONSIBLE FOR ANY SHEETING, BRACING, AND MATERIALS NECESSARY TO PROTECT EXISTING UTILITIES DURINGCONSTRUCTION.9. ADJUST ALL GATE VALVES, MANHOLES, AND CATCH BASINS IN BITUMINOUS PAVEMENT.212 LF 24" DIPFLAGSTAFF AVENUE140TH STREET140TH STREET W RIGHT TURN LANESEE BELOW040' 80'N040' 80' SEE MECHANICALPLANS FORCONTINUATION.VERIFY LOCATIONAND ELEVATION.24" DIP45° BEND22.5° BEND11.25° BEND24"-11.25°BENDCONNECT TO EXISTING WATER MAIN.INSTALL 24"X6" TEE 30LF 6" DIPINSTALL 6" GV & BOXINSTALL 6" X 4" TEE10LF 4" DIPINSTALL 4" GV & BOX INSTALL SANITARY SEWEROVER EXISTING 8"SANITARY SEWER. INSTALL37LF 4" PVC @ 2%. SEEMECHANICAL PLANS FORCONTINUATION. VERIFYLOCATION AND ELEVATION.CONNECT TOEXISTINGSANITARYSEWERSTRUCTURECONNECT TOEX 24" WM -90° BENDCAUTIONWARNINGHIGH-PRESSURE PIPELINE(S)EXCAVATION AND/OR CONSTRUCTION PROHIBITED WITHOUT COMPLIANCE WITH STATE ONE-CALL, AND WITHOUT WRITTEN PERMISSION FROMMAGELLAN PIPELINE COMPANYCAUTIONWARNINGHIGH-PRESSURE PIPELINE(S)EXCAVATION AND/OR CONSTRUCTION PROHIBITED WITHOUT COMPLIANCE WITH STATE ONE-CALL, AND WITHOUT WRITTEN PERMISSION FROMMAGELLAN PIPELINE COMPANY6" - 90° BEND164 LF 6" DIP106 LF 6" DIP2-45° BENDSCONNECT TOEXISTING6"x6"x6" TEE2-6" GV'SCONNECT TOEXISTINGHYDRANT PERDETAIL WAT-3CONNECT TO EX WATERMAIN24"X24"X6" TEEINSTALL 44 LF-6" DIP6" - 90° BEND6" - 90° BENDINSTALL FIREHYDRANT PERDETAIL WAT-320"X20"X6" TEECONNECT TO EXWATERMAINFile: 2021-154 CMF 11.29.2022 H H P CC DCHFS E C G F G G FCE ECGFGGHPDVACACCACCBBDDBBBBCOSCMMMCCFBBBBBBBBBBBBBBBBSCOFFFFBB B F B B B B B BB BBBFFHHBCCE D CB R=977.73I=I=I=I=I=I= S S S B B D S D S BBB B B B D S D S S DPH C HC M D B B B B B BM S CB R=980.56I=I=I=I=I=I= M B B S CBR=980.86I=I=I=I=I=I= S D B B B P D M CO H S FG G G C F G G B B C AC BBMBB BBB B B D H D H H H D H H D D H H H P D H D CBR=959.16I=I=I=I=I=I= Y M C ACACM M CO S S D CLVT I=982.00 D B D B B B B CBR=959.16I=I=I=I=I=I= CBR=960.38I=I=I=I=I=I= CLVTI=959.56 C I=956.08 B B B SS D C C C G-BG-BG-BG-B G-B G-B G-BC-B C-BE-B E-B E-B E-B E-BE-B E-B E-B E-BE-BE-BF-B F-B F-B F-B F-BC-B C-B C-B C-BE-B E-B E-B E-B G-BF-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BS S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>> > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>llllllllllllllllllll lllllllllllllllllllllll llllllllllllllllllllllllll llllllllllllllllllllll llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll l l CO DO NOT USE IN THE SURFACE, CONCRETE LID NO CASTING BRUSH PILE MULCH PILE CO CBR=959.36I=I=I=I=I=I= X X X X X X X X X X X X XXXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXOEOEOEXOE XX X X X X XXXXXXS OEOEOEOEOEOEl l l l l l l l >> >>>>>>>>>>>>>E-BE-BE-BE-BE-BE-B E - B >>>>HF-BG-B G-B 12" RCPE-BE-BE-BE-BC-BF-BF-B WELL 4WELL15 WELL 5 WELL6 UPUPUPUPUPUPUP>>>>>>>>D>>>>>>>>>> D>>>>D D>>>>>>>>>>>>>>>>>>>>>l l l llllS > CO >>>>>>>>>>>>CO>>>>lllll>>>>>>T101Tree Removals0 80'40'20'PRINTED:SIGNATURETS/EWJLOPROJECT NUMBER:DATE OF ISSUE:DRAWN BY:CHECKED BY:REVISIONS:21-22DATELICENSE #SHEET NAME:SHEET NO:FILE NAME:PROJECT NAME:October 14, 2022I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDARCHITECT IN THE STATE OF MINNESOTA.1795 ST. CLAIR AVENUEST. PAUL, MN 55105 (651) 696-5186www.oertelarchitects.comOERTELARCHITECTSCity ofApple ValleyC.M.F.6442 140th St. W.Apple Valley, MN.DesignDevelopmentReview SetNEW 2" TREE HEREremove both existingash trees - preventativeM:\Oertel architects\Apple Valley PW facility\CAD\Apple Valley CMF Landscape Base.dwg, 11/28/2022 8:17:25 AM, Amy H H P CC DCHFS E C G F G G FCE ECGFGGHPDVACACCACCBBDDBBBBCOSCMMMCCFBBBBBBBBBBBBBBBBSCOFFFFBB B F B B B B B BB BBBFFHHBCCE D CB R=977.73I=I=I=I=I=I= S S S B B D S D S BBB B B B D S D S S DPH C HC M D B B B B B BM S CB R=980.56I=I=I=I=I=I= M B B S CBR=980.86I=I=I=I=I=I= S D B B B P D M CO H S FG G G C F G G B B C AC BBMBB BBB B B D H D H H H D H H D D H H H P D H D CBR=959.16I=I=I=I=I=I= Y M C ACACM M CO S S D CLVT I=982.00 D B D B B B B CBR=959.16I=I=I=I=I=I= CBR=960.38I=I=I=I=I=I= CLVTI=959.56 C I=956.08 B B B SS D C C C G-BG-BG-BG-B G-B G-B G-BC-B C-BE-B E-B E-B E-B E-BE-B E-B E-B E-BE-BE-BF-B F-B F-B F-B F-BC-B C-B C-B C-BE-B E-B E-B E-B G-BF-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BS S S S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>> > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>D >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>llllllllllllllllllllllll lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll ll l l l l l l l lll ll lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll l l CO DO NOT USE IN THE SURFACE, CONCRETE LID NO CASTING BRUSH PILE MULCH PILE CO CBR=959.36I=I=I=I=I=I= X X X X X X X X X X X X XXXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXOEOEOEXOE XX X X X X XXXXXXS OEOEOEOEOEOEl l l l l l l l >> >>>>>>>>>>>>>E-BE-BE-BE-BE-BE-B E - B >>>>HF-BG-B G-B 12" RCPE-BE-BE-BE-BC-BF-BF-B WELL 4WELL15 WELL 5 WELL6 UPUPUPUPUPUPUP>>>>>>>>D>>>>>>>>>> D>>>>D D>>>>>>>>>>>>>>>>>>>>>l l l llllS > CO >>>>>>>>>>>>CO>>>>lllll>>>>>>L101Planting Plan0 80'40'20'FLAGSTAFF AVEPRINTED:SIGNATURETS/EWJLOPROJECT NUMBER:DATE OF ISSUE:DRAWN BY:CHECKED BY:REVISIONS:21-22DATELICENSE #SHEET NAME:SHEET NO:FILE NAME:PROJECT NAME:October 14, 2022I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDARCHITECT IN THE STATE OF MINNESOTA.1795 ST. CLAIR AVENUEST. PAUL, MN 55105 (651) 696-5186www.oertelarchitects.comOERTELARCHITECTSCity ofApple ValleyC.M.F.6442 140th St. W.Apple Valley, MN.DesignDevelopmentReview SetBUFFER TRASH ENCLOSUREis this all pavement/wall no landscape?RESIDENTIAL BUFFER?IMPROVE FENCING?EXISTING BASINNO NEW TREES DESIRED IN GAS EASEMENTwest staff break areaSECURITY GATEplantings alongSECURITY fencinglandscapeat monument signand flagdo not disturbex. tree roots/turfdemo prairie/raingardenat installed downspoutsevergreen buffer of blank bld wallreserve for snow storageIN PROCESSES - FOR D ISCUSS ION ONLY 11 .28 .22EV charger - verify location3ft shrub hedgealong 140threplace ash trees,new planting bedentry plantingseast staff break arealandscape bed along fencinglandscape bed in parking islandsto define - reduce mowingfill in gaps in blvdshade treesM:\Oertel architects\Apple Valley PW facility\CAD\Apple Valley CMF Landscape Base.dwg, 11/28/2022 8:17:28 AM, Amy HPCCDCHFSECGFGGFCEECGFGGHPDVACACCACCBBDDBBBBCOSCMMMCCFBBBBBBBBBBBBBBBBSCOFFFFBBBBBBBBBFFHHBCCEDBBCCCG-B G-B G-B G-B G-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BC-BC-BC-BC-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BC-BE-BE-BE-BE-BE-BE-BE-BE-BE-BF-BF-BF-BF-BG-BG-BG-BE-BE-B E-BF-BF-BF-BF-BF-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> l l l l l llllllllllllllllllllllllllllllllllllllllllllllllllllllllll llllllllllllllllllllllllllllllll>XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXS>>>>>>>>>>>>>>>E-B E-B E-B E-BE-BE-BE-BE-BE-B E-B E-BE-B E-B E-BE-BE-BE-BE-BE-BE-BE-B E-BE-BE-BE-BE-B>>>>>>>>>XXHF-BF-BF-BG-BG-BG-BG-B12" RCPE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BC-BC-BC-BC-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BWELL 4WELL15UPUPUPUPUPUPUP>>>>>>>>>>ll>>>>>>>CO>>>>>L102Planting Plan0 40'20'10'FLAGSTAFF AVEPRINTED:SIGNATURETS/EWJLOPROJECT NUMBER:DATE OF ISSUE:DRAWN BY:CHECKED BY:REVISIONS:21-22DATELICENSE #SHEET NAME:SHEET NO:FILE NAME:PROJECT NAME:October 14, 2022I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, ORREPORT WAS PREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULY LICENSEDARCHITECT IN THE STATE OF MINNESOTA.1795 ST. CLAIR AVENUEST. PAUL, MN 55105 (651) 696-5186www.oertelarchitects.comOERTELARCHITECTSCity ofApple ValleyC.M.F.6442 140th St. W.Apple Valley, MN.DesignDevelopmentReview SetRESIDENTIAL BUFFER?IMPROVE FENCING? GAS EASEMENTIN PROCESSES - FOR D ISCUSS ION ONLY 11 .28 .221 MAPLE TREE112 PRAIRIE PERENNIAL MIX204 PRAIRIE PERENNIAL MIXNO WORK BEHIND CURBTURF RESTORATIONIN THIS AREA AS NEEDEDPRESERVE TREES4 BLACKHILLS EVERGREEN TREE3 VIBURNUM SHRUB2 WHITE COLUMNAR EVERGREEN TREE14 DOGWOOD SHRUB7 HICKS UPRIGHT YEW SHRUB14 BUSH HONEYSUCKLE SHRUB4 IROQUIOIS BEAUTY SHRUB1 MAPLE TREE1 OAK TREE2 WHITE COLUMNAR EVERGREEN TREE18 BUSH HONEYSUCKLE SHRUB9 DOGWOOD SHRUB15 GRO-LOW SUMAC SHRUB7 DOGWOOD SHRUB60 GRO-LOW SUMAC SHRUB33 GRO-LOW SUMAC SHRUB1 OAK TREE44 PERENNIAL6 ANDORRA JUNIPER SHRUB15 GOLDFLAME SPIREA SHRUB5 SWISS STONE EVERGREEN TREE35 PERENNIALX GOLDFLAME SPIREA SHRUB17 GOLDFLAME SPIREA SHRUB22 IROQUIOIS BEAUTY CHOKEBERRY SHRUB4 GOLDFLAME SPIREA SHRUB4 DOGWOOD SHRUB1 OAK TREE9 FORSYTHIA SHRUB3 SERVICEBERRY SHRUB5 BUSH HONEYSUCKLE SHRUB21 GOLDFLAME SPIREA SHRUB20 GOLDFLAME SPIREA SHRUB18 TOR SPIREA SHRUB6 ANDORRA JUNIPER SHRUB16 TAUNTON YEW SHRUB8 TAUNTON YEW SHRUBNO WORK BEHIND CURBX LANDSCAPE ACCENT BOULDERDEPRESSIONS FOR ROOFRUN OFF18 DOGWOOD SHRUB3 SERVICEBERRY SHRUB3 VIBURNUM SHRUB1MAPLE TREE20 TOR SPIREA SHRUB16 GOLDFLAME SPIREA SHRUB16 TOR SPIREA SHRUB7 TOR SPIREA SHRUB19 GOLDFLAME SPIREA SHRUB16 TOR SPIREA SHRUB22 GOLDFLAME SPIREA SHRUB28 PERENNIALM:\Oertel architects\Apple Valley PW facility\CAD\Apple Valley CMF Landscape Base.dwg, 11/28/2022 8:17:31 AM, Amy APPLE VALLEY CENTRAL MAINTENANCE FACILITY FACILITY DESIGNATOR_CMF OCTOBER 17, 2022 CAMPUS SITE PLAN_CMF APPLE VALLEY CENTRAL MAINTENANCE FACILITY FACILITY DESIGNATOR_CMF entry option A OCTOBER 17, 2022 APPLE VALLEY CENTRAL MAINTENANCE FACILITY FACILITY DESIGNATOR_CMF entry option A OCTOBER 17, 2022 APPLE VALLEY CENTRAL MAINTENANCE FACILITY FACILITY DESIGNATOR_CMF entry option A OCTOBER 17, 2022 APPLE VALLEY CENTRAL MAINTENANCE FACILITY FACILITY DESIGNATOR_CMF OCTOBER 17, 2022 APPLE VALLEY CENTRAL MAINTENANCE FACILITY FACILITY DESIGNATOR_CMF entry option A OCTOBER 17, 2022 APPLE VALLEY CENTRAL MAINTENANCE FACILITY FACILITY DESIGNATOR_CMF entry option B OCTOBER 17, 2022 APPLE VALLEY CENTRAL MAINTENANCE FACILITY FACILITY DESIGNATOR_CMF entry option B OCTOBER 17, 2022 APPLE VALLEY CENTRAL MAINTENANCE FACILITY FACILITY DESIGNATOR_CMF entry option B OCTOBER 17, 2022 APPLE VALLEY CENTRAL MAINTENANCE FACILITY FACILITY DESIGNATOR_CMF entry option B OCTOBER 17, 2022 APPLE VALLEY CENTRAL MAINTENANCE FACILITY FACILITY DESIGNATOR_VM OCTOBER 17, 2022 CAMPUS SITE PLAN_VM APPLE VALLEY CENTRAL MAINTENANCE FACILITY FACILITY DESIGNATOR_VM OCTOBER 17, 2022 APPLE VALLEY CENTRAL MAINTENANCE FACILITY FACILITY DESIGNATOR_VM OCTOBER 17, 2022 APPLE VALLEY CENTRAL MAINTENANCE FACILITY FACILITY DESIGNATOR_VM OCTOBER 17, 2022 APPLE VALLEY CENTRAL MAINTENANCE FACILITY FACILITY DESIGNATOR_VM OCTOBER 17, 2022 0 CITY OF APPLE VALLEY CENTRAL MAINTENANCE FACILITY ASSESSMENT PREPARED BY: OERTEL ARCHITECTS, Ltd. 1795 St. Clair Avenue St. Paul, MN 55105 651) 696-5186 www.oertelarchitects.com I T E M: 6.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:December 7, 2022 S E C T I O N:Other Business Description: Rivers of L ife S ketch P lan - Outlot C, Orchard Place 4th Addition (to be platted) - P C22-X X -X X X S taff Contact: K athy Bodmer, A I C P, Planner Department / Division: Community Development Department Applicant: Rivers of L ife, HJ Development, Rockport L L C P roject Number: P C22-X X-X X X Applicant Date: 60 Days: 120 Days: AC T I O N RE Q UE S T E D: No official action is required. T he owner wishes to introduce the project and receive feedback from the Planning C ommission prior to submitting a formal land use application. I t is recommended that the Planning C ommission not state specifically whether or not they would approve o r deny the request, but rather, identify the specific zoning questions or issues they might have with the proposed project. S UM M ARY: Rivers of Life would like to present plans for a 40,000 sq. ft. full-service memory care facility on the southwest corner of Pilot Knob Road and 152nd St. W. T he facility is proposed to have 32 to 40 rooms providing memory care for higher needs patients. T he proposed 3.16-acre lot, currently Outlot C, of the O rchard Place 4th Addition preliminary plat, would abut Pilot Knob Road on the east, 152nd St. W. on the north and English Ave on the west. A single access is proposed into the site from the west off of English Ave. B AC K G RO UND: Outlot C of the proposed preliminary plat of Orchard Place 4th A ddition, is within a special focus area of the C ity's 2040 C omprehensive Plan. In C hapter 4, the Land Use chapter, a concept plan is shown for the area in the southwest corner of C ounty Road 42 and Pilot Knob Road, the "Fischer Mine Area (Employment/Industry)". Within the plan, the Orchard Place Concept Plan provides a master plan for the uses and street alignments within the 262-acre area, providing a mix of office, industrial, medical and residential uses. T he C omprehensive Plan states that the Orchard Place area "is intended to be a high quality setting for general office, corporate office, research and development, light manufacturing and office/showroom." T he emphasis is on nonresidential, employment-based uses. In the area of Outlot C , medical uses are promoted as compatible uses in the area. T he Orchard Place concept plan provides a goal for building size to land area called the "floor area ratio" (FA R). T he FA R is intended to help encourage higher development densities. T he site has a guidance FA R of between 0.25 to 0.40. T he proposed Rivers of Life site has a FA R of 0.29 which is within the guided coverage recommendation. T he petitioners state that there is a higher-than-typical ratio of staff to residents in this building. Staff members include Care Partners, nurses, culinary and other staff. While the facility does not provide hospital-level medical care services, it provides a higher level of day-to-day living support to help meet the specific needs of the high-acuity memory care patients. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Map Applicant L etter Memo Background Material SITEa 150TH ST W PILOT KNOB RD155TH ST W EMBRY PATHENGLISH AVE152NDST W 151ST ST W EMORY AVE154TH ST WEMORYCIR153RDSTW ELYSIUM AVEEMBER CT 1 5 6 T H W AY PILOT KNOB RD150TH ST W RIVERS OF LIFESKETCH PLANµAERIALLOCATION MAP ^ SITEa P P C C CC P P HD MD LD MD LD LD LD LD MD MD HD LD LD HD MBC IND INS INS INS IND MBCMBC 150TH ST W 157TH ST W PILOT KNOB RDEMBRY PATH155TH ST W FIN C H A V E ENGLISH AVE158TH ST WFAIRFIELD DR152ND ST W EMORY AVE151ST ST W EVERGLADE AVE156TH ST W ENERGY WAY 154TH ST WEMORY CIRFAIR HILL WAYFJORD AVEFAIRCHILD WAYENDICOTT WAY153RD ST W EMPEROR AVEJOHNNY CAKE RIDGE RDEMBER CT 158TH CT W 149TH ST W FERNANDO AVEFAIRBOOK CTFESCUE CTFINESSE WAY149TH ST W 158TH ST W PILOT KNOB RD150TH ST W 158TH ST W ENGLISH AVE151ST ST W 1 4 9 T H S T W 150TH ST W 157TH ST W PILOT KNOB RDEMBRY PATH155TH ST W FINCH AVE158TH ST W EMORY AVE1 54 T H S T W FAIR HILL WAYFAIRCHILD WAY 149TH ST WPILOT KNOB RD150TH ST W µ RIVERS OF LIFESKETCH PLAN COMPREHENSIVE PLAN MAP ^ CSAH 42 (150TH ST W) SITEa 1 5 2 1 1 9 3 7 7 1 22 7 2 2 77 6 76 6 6 2 6 21 3 44 1 1 1 2 5 1 1214 4 5 2A P P P P AP P RB BP BP SG PD-849 R-3R-3 R-3 I-1 I-2 M-6C PD-975 PD-975 PD-856 PD-856 PD-703 PD-703 PD-703 PD-632 PD-975 PD-1053 150TH ST W 157TH ST W PILOT KNOB RD160TH ST W 155TH ST W EMBRY PATHFINCHAVEFJOR D AVE158THSTW ENGLISH AVEELYPATH ECH O WAY F A IR FIELDDR 151ST ST W EVERGLADEAVEENE R G Y W AY EMORY AVE159TH ST W ENDICO TT W A Y COBBLESTONE LAKE PK WY E L YCIR COBBLESTONE L A K E P K WY S 149TH ST W EMPEROR AVEELYSIUM AVEEMBER CT 158TH CT W FENNEL CT158THSTW 150TH ST W 149THST W151ST ST W PILOT KNOB RD158TH ST W 1 4 9 T H S T W µ RIVERS OF LIFESKETCH PLAN ZONING MAP ^ SITE Project: Rivers of Life – Orchard Place – Apple Valley, Minnesota Rivers of Life is looking to locate its next full-service memory care/enhanced facility on the beautiful 3+ acre corner of Pilot Knob Road and 152nd street in Apple Valley, Minnesota. The facility is planned to have 32-40 rooms. We differ from other senior care facilities in the area by catering to higher-level acuity patients, and we are private pay. Every effort has been made to design the exterior appearance of the building to have a commercial look that will blend in nicely with the other commercial property neighbors at Orchard Place. Our proposed building includes manufactured wood-like product and cultured stone exterior, with eyebrow roofs and awnings using clad material. Rivers of Life is a healthcare business whose business model is to provide senior memory care and enhanced assisted living. Memory care is a unique subset of assisted living and nursing home care. Memory Care facilities like Rivers of Life have smaller staff-to-patient ratios and are designed to meet the specific social, medical and safety needs of people who have dementia or some form of cognitive impairment. These facilities offer a home-like environment to help residents feel secure and comfortable and are staffed with well-trained Care Partners and Nurses as well as Culinary and other staff to provide for the needs of the residents. Rivers of Life offers the following additional services: Round the clock supervision; Nursing staff; Medication Management; Cognitive therapies; Safety for confused or wandering residents; Alarmed and secured premises; to name a few. Proximity to other medical providers like Health Partners, etc is a major benefit to a facility like Rivers of Life. The site is conveniently located for the professionals who provide in-facility services as well as the families of the residents, who love to visit. Other Rivers of Life Facilities: Savage, Minnesota – 6700 Egan Drive, Savage - Opened in October 2021 Eagan, Minnesota – 2811 Pilot Knob Road, Eagan - Under construction to open Summer/Fall 2023 LOUNGE COURTYARDENTRYCOMMON AREASCOMMON AREASLOUNGELOUNGELOUNGE38 SPACES37-40 UNITS200'-0"200'-0"PILOT KNOB ROAD ROW152ND STREETCopyright 2022 DJR Architecture, Inc.CONCEPTUAL PRELIMINARY PLANAPPLE VALLEY, MNCONCEPT -RIVERS OF LIFE -ORCHARD PLACE22-128.0010/04/221" = 40'-0"PRELIMINARY PLAN Copyright 2022 DJR Architecture, Inc.CONCEPTUAL EXTERIOR ELEVATIONSAPPLE VALLEY, MNCONCEPT -RIVERS OF LIFE -ORCHARD PLACE22-128.0010/04/221/16" = 1'-0"EAST EXTERIOR ELEVATION1/16" = 1'-0"NORTH EXTERIOR ELEVATION1/16" = 1'-0"SOUTH EXTERIOR ELEVATION1/16" = 1'-0"WEST EXTERIOR ELEVATION Copyright 2022 DJR Architecture, Inc.CONCEPTUAL PERSPECTIVE VIEWSAPPLE VALLEY, MNCONCEPT -RIVERS OF LIFE -ORCHARD PLACE22-128.0010/04/22NORTHWEST VIEWNORTHEAST VIEW City of MEMO Building Inspections TO: Kathy Bodmer, AICP, Planner FROM: George Dorn, Building Official DATE: October 20, 2022 SUBJECT: Rivers of Life Orchard Place  SAC determination is required from Met Council prior to permit issuance from the city.  Geotechnical report, boring log and Special Inspector Agreement is required prior to permit.  Submit plans to Minnesota Department of Labor, Plumbing Division for review of proposed plumbing, roof drainage, sanitary and storm design.  A grease interceptor may be required for this project per City Ordinance Chapter 51.08 (B) (d). Provide Engineering information with regards to the Grease Interceptor. The State Plumbing Division will review the Grease Interceptor.  Recycling area is required per MSBC 2020 1303.1500 Subpart 1 in accordance with Table 1-A. Show area and calculations on plans. Indicate the recycling area sq. ft. area.  Separate sign permits are required. Signed structural drawings will be required for review with the Building Permit application.  Mechanical equipment and appliances on roofs or elevate structures shall be accessed in accordance with the 2020 Minnesota Mechanical Code 306.5. Depict on your plans how you intend to access mechanical equipment if it is to be elevated.  Roofs with different height elevations may have a permanent ladder in accordance with the 2020 MMC 306.5.3.  The City of Apple Valley has adopted the 2020 MSBC 1306, subpart 3 Special Fire Protection systems. This section would require the building to have an automatic sprinkler system installed based on occupancy type and square footage.  The allowable area and building heights will be determined once the code analysis has been completed.  Submit plans to the Minnesota Department of Health for review and approval.  Platting of the property lines must be completed prior to permit issuance.  Per MSAC 502.4.4, the access aisles for the accessible areas shall be marked with a designation sign that says “no parking. Review areas under consideration for accessible parking areas.  Architectural, Structural and Civil plans are required to be signed with the permit application. CITY OF APPLE VALLEY | 2040 Comprehensive Plan Update Land Use 4-1 The Vision for the future of Apple Valley lays the foundation for the Comprehensive Plan. The Land Use Plan, in turn, provides the framework for guiding land use to achieve this vision. This Chapter includes several key elements that ex- press the vision through maps, goals, guidelines, and policy statements. These elements include: • Focus Areas (page 4-5) • Description of Land Use Categories (page 4-17) • The Future Land Use Map (page 4-18) • Land Use Goals and Policies (page 4-32) These elements are the primary tools for guiding future land use in accordance with the commu- nity’s vision. The Future Land Use Map guides uses for each parcel in the City. However, this land use plan is intended to be flexible because it is anticipated that most growth will occur through redevelopment, of which the exact loca- tion and character cannot be specified. The plan refers to focus areas, which are priori- tized for development and/or redevelopment. Two areas, the Fischer Sand and Gravel Mining Area and Downtown, represent the largest op- portunities for infill development and redevel- opment and are the core areas for commerce and job development. Figure 4.1 illustrates the general boundaries of these are- as. The plan calls for them to be connected via an extension of the Ring Route and enhanced transit service. There is a focus on enhancing accessibility to transit, housing, and employment within the Ce- dar Avenue corridor and the County Road 42 corridor. (See the Focus Areas Section for fur- ther discussion.) The Land Use Plan describes objectives, strat- egies, and design guidelines that correspond to the unique challenges and opportunities in these focus areas. To implement its vision in these areas, the City may need to solidify its strate- gies through formal policies, i.e., through amendments to the zoning code, parking re- quirements, etc. For example, the City could formalize its policies for accessibility and densi- ty through the application of a transit-oriented development overlay district. The recommenda- tions in the Plan are intended as a guide to fa- cilitate future policy implementation. 4. Land Use CITY OF APPLE VALLEY | 2040 Comprehensive Plan Update 4-2Land Use Figure 4.1 – Priority Planning Areas with Ring Route Extension Downtown Core (Retail/Office) Fischer Mine Area (Employment/Industry) Lakeville LEGEND N Original Ring Route Proposed Ring Route Extension 0 0.25 0.5Miles GALAXIE AVEFLAGSTAFF AVEPENNOCk AVECEDAR AVEJOHNNY CAKE RIDGE RD160TH ST W 147TH ST W 153RD ST W PILOT KNOB RD155TH PKWY 42COUNTY ROAD CITY OF APPLE VALLEY | 2040 Comprehensive Plan Update Land Use 4-3 Vision for General Development The overall goal of the City is to guide the use of land to realize the vision for Apple Valley. The goals and policies in this section describe the land use objectives of Apple Valley, which aim to meet the needs and desires of all members of the com - munity. The Land Use element of the Compre- hensive Plan promotes a development pattern that can be sustained over time, makes the best use of available resources, and maximizes the ability of each use to meet its intended function, such as the provision of recreational, social, envi- ronmental, or economic services. Apple Valley is a place with outstanding quali- ty of life. We must wisely use the natural, economic, and human resources needed to create this quality of life. We seek to provide the resources required to maintain and en- hance this quality of life for generations. In doing so, Apple Valley aspires to be sustain- able. General Planning Strategies The City uses zoning and buffering techniques to guide all parcels toward their highest land use and maintain the integrity of distinctive uses. Zoning and Buffering Concepts An important objective of city planning in Apple Valley is to preserve the vitality and cohesiveness of residential neighborhoods. To that end, the City aims to minimize land use conflicts through appli- cation of the zoning ordinance and buffering poli- cies. Buffering techniques are Apple Valley’s pri- mary strategy for smoothing land use transitions. The City uses buffers to separate incompatible land uses or portions of land uses that have the potential to negatively impact adjacent properties and/or neighborhoods. Buffers also: • Define neighborhood convenience centers • Provide open space in higher-density residen- tial developments • Introduce strategic design features into developments • Reinforce neighborhood identity Designed buffer treatments utilize a variety of natural and structural design elements to reduce the effect of noise, light, traffic, or mismatched aesthetics on residential properties. Landscaping elements, berms, distance, fencing, and site and building orientation are all techniques that help to buffer uses. In cases where new development or redevelop- ment is proposed that may negatively impact ex- isting uses, the City may require noise, traffic, shadow and similar studies to evaluate the extent of the expected impacts and the mitigation measures needed to reduce those impacts. Another type of buffer is a “use” buffer. A “use” buffer acts to moderate the transition from a high- intensity use to a low-intensity use by incorporating uses of moderate intensity in between. Typical zon- ing arrangements attempt to minimize the interface between high-intensity and low-intensity uses by promoting a gradual transition in intensity across an urban transect. An idealized arrangement is as fol- lows: Industrial/commercial high-density residen- tial medium density low density This arrangement has several benefits: • Protects homeowners’ property invest- ments. Most Apple Valley homeowners live in low-density, single-family neighborhoods. • Protects commercial and industrial uses. Some commercial and industrial areas lose their ability to function properly if they are en- croached by low-intensity uses. • Links high-density residential develop- ments to jobs, retail, and services. Linking employees, workers, and consumers creates mutually beneficial relationships for busi- nesses for all three groups. In this way, local regulatory policies recognize the practical needs of the private market. • Aids transportation goals. The general ar- rangement described above is seamlessly in- tegrated with the transportation plan through the roadway functional classification system. High density/intensity uses are located along arterials and major collectors. Low intensity uses are located on minor collectors and local CITY OF APPLE VALLEY | 2040 Comprehensive Plan Update Land Use 4-4 streets. In addition, concentrating residential and employment densities along key transit- ways promotes ridership for regional Bus Rapid Transit (BRT) and the municipal transit system. General Community Design Standards The City uses this Plan, design policies, and other land use regulations to create desirable environ- ments for its residents to live, work, and play, and sustain high-quality development. The City uses general design standards to establish minimum requirements for site design, exterior architectural form and scale, and landscaping in key develop- ment areas, including major road corridors and larger parcels with few natural amenities. Municipal design guidelines consider the following aspects of development: •Site grading •Architectural building materials •Building orientation •Landscaping •Parking •Lighting •Property access •Internal traffic circulation •Pedestrian and bicycle facilities •Transit amenities Innovative subdivision and development design techniques will be encouraged if they produce the enduring quality of development sought by the City and achieve other objectives of this Plan. Employment Areas Thriving, well-balanced communities require plen- tiful employment opportunities. Two key objectives of the Land Use Plan are to provide sufficient acre- age for employers and connect more Apple Valley residents to jobs within the City. The City targets household supporting employment (i.e., jobs that pay above the area median income). The Fischer Sand and Gravel Mining Area has been guided for this purpose since the 2030 Comprehensive Plan Update. Desirable uses in higher-wage employment areas should consist of office, office-showroom, ser- vices, medical, health care, research and devel- opment, and forms of light industrial land use that produce minimal noise, odor, or other forms of pollution. Undesirable uses are those that have high levels of noise, traffic congestion, odor, dust, vibration, lighting, and unmitigated contamination. Retail uses should be limited to 25% at the very maximum of the overall employment area and should be strategically guided to support the pri- mary employment use. Employment areas should have strong connectivity to the Downtown, resi- dential neighborhoods, and transit facilities. The City will adopt policies to guide the use of finan- cial programs and land use controls to attract and expand businesses that achieve these objectives. Natural Resources The natural environment makes a significant con- tribution to an attractive community image and quality of life. A mature urban forest dissipates heat and provides shade from the sun. Wetlands provide habitat for waterfowl and filter storm water runoff. The value of these and other natural fea- tures is not easily quantified. It is important that significant natural features be preserved when- ever possible, and that artificial alternatives which perform a similar ecosystem service are con- structed when necessary. Federal regulatory poli- cy protects valuable natural features at a high level, but the City of Apple Valley has also taken steps to protect fragile resources. CITY OF APPLE VALLEY | 2040 Comprehensive Plan Update Land Use 4-5 Focus Areas In the 2040 Comprehensive Plan, two locations receive significant attention. These areas include the Fischer Mine Area, which will become Orchard Place, and Downtown. Figure 4.1 depicts these areas, which are adjacent to each other. Down- town is and will remain Apple Valley’s commercial center, while the focus of Orchard place is on high-quality employment. While these areas have different opportunities and constraints for rede- velopment, development should integrate a mix- ture of compatible land uses, a connected grid of “great streets”, and a transit-supportive density. A preliminary step to facilitate this transition is to extend the existing Ring Route east through Or- chard Place, as depicted in Figure 4.1. The fol- lowing sections describe Orchard Place, Down- town, the Ring Route, and other aspects of Apple Valley’s focus areas in more detail. In 2040, Downtown and Orchard Place will feature a mixture of residential, commercial, and employment uses; a connected grid of “great streets”; and suburban-intensive trans- it-supportive density. Fischer Sand and Aggregate Mining Area and Adjacent Infill Figure 4.2 shows the concept plan for the Fischer Sand and Gravel Mining Area. The master plan, called Orchard Place, designates 262 acres for nonresidential, employment-based use. The 2030 Land Use Plan guided most of this acreage as Mixed Business Campus. The area is intended to be a high quality setting for general office, corpo- rate office, research and development, light man- ufacturing, and office showroom. The City also has a strong desire to attract health facilities with related offices and clinics to this location given market support for this use. The Mixed-Business Campus District provides flexibility for a variety of business/industry clus- ters. As of 2017, the Orchard Place site plan il- lustrates the location of each cluster, and iden- tifies a specific set of land use envisioned for each cluster. The plan sets clear goals for den- sity and floor area ratios (FAR), which establish general parameters to achieve the desired de- velopment. FAR requirements encourage a denser development pattern. In addition to the Fischer Sand and Aggregate reclamation project, infill development will contin- ue in the adjacent Cobblestone Lake area, locat- ed east of Pilot Knob Road. This Planned Devel- opment area is nearing buildout, with construction continuing in 2017. Remaining vacant parcels are planned for multifamily residential development. CITY OF APPLE VALLEY | 2040 Comprehensive Plan Update 4-6Land Use Figure 4.2 – Orchard Place Concept CITY OF APPLE VALLEY | 2040 Comprehensive Plan Update Land Use 4-7 Economic Development Potential The Metropolitan Council projects that Apple Valley will support 17,100 jobs by 2040, an in- crease of 2,821 from the 2010 Census figure. However, the Economic Development Authority has set a goal of reaching 19,000 jobs. The City recognizes a significant opportunity to cre- ate high-quality jobs and retain local labor, giv- en that most residents currently work in other jurisdictions. With its emphasis on employ- ment-based uses, Orchard Place will substan- tially contribute toward this goal. Consistent with the keys identified as part of Apple Valley’s vision, this employment-focused area will help provide a diversity of living-wage jobs and cre- ate opportunities for the City’s residents to work closer to home. The Mixed Business Cam- pus land use category is intended to accom- modate a mix of approximately 55% to 65% of- fice (⅓ of which would be targeted for health and medical related facilities), 10% to 20% light industry/manufacturing, and 10% office show- room or office warehouse. Because the area also includes other mixed uses, high-density housing and incidental retail and service, uses could also be considered to a limited extent. Transportation Network The Orchard Place plan is centered around two internal collector roads, Johnny Cake Ridge Road and 153rd Street W est/155th Parkway. Johnny Cake Ridge Road bisects the site from north to south, intersecting with 153rd Street West/155th Parkway at a roundabout. These two streets provide the four primary access points to Or- chard Place. They are each spaced approximately ½ mile from other signalized intersections. As the City looks to develop its east-west transit connection along County Road 42, a future transit station is en- visioned at the intersection of County Road 42 and Johnny Cake Ridge Road, at the north entrance to the Orchard Place site. The City will engage the MTVA to develop future transit services. Additional minor accesses are spaced at intervals of ⅛ mile to ¼ mile around the perimeter of the site. The 153rd Street West/155th Parkway route is a vital east-west connection to Downtown. This road is a planned extension of the Ring Route. A gasline easement parallels the road to the south. An internal circulator route complements the primary north/south and east/west routes. Environmental and Recreational Amenities Three large ponds provide on-site storm water man- agement and recreational amenities. The ponds are a practical use for the site, acting to counteract the effects of impervious surface runoff and reducing the amount of fill that is needed for development. Apple Valley’s bedrock geology provides natural storm wa- ter filtration. The ponds are connected through an internal trail system, three bridges, and two plaza/greenspace areas. One grade-separated trail connection is illus- trated across 153rd Street, in the northwest quad- rant of the site. Other midblock trail crossings should be explored. Downtown Downtown Apple Valley is located at the commercial crossroads of Cedar Avenue (CSAH 23/TH 77) and County Road 42. It contains a cluster of large retail uses and some smaller offices and services, as well as key institutions (City Municipal Center), high- density apartments, and some newer mixed-use de- velopment. Having developed largely during the 1970s and 1980s, Downtown was and continues to be primarily auto-oriented. The quadrants surround- ing Cedar Avenue and County Road 42 consist of super-blocks containing big-box stores and large ar- eas of surface parking. The scope of Downtown con- tinues to evolve in form, use, and density. With the development of Central Village and the Fischer Mar- ketplace, Downtown has expanded to the east. The highlighted Downtown Core on Figure 4.1 contains approximately 600 acres. One of the keys of this plan is a successful down- town. Apple Valley envisions a unique, identifiable, and thriving downtown. The building blocks are in place. Downtown is located adjacent to one of the busiest at-grade intersections in the state. It is served by the METRO Red Line Bus Rapid Transit (BRT) service, which connects riders to the central metropolitan region and other destinations. In 1990, the City invested in a series of road, sidewalk, and landscape improvements called the Ring Route; helping to further establish Downtown’s identity and improve access to the area. There are large areas of CITY OF APPLE VALLEY | 2040 Comprehensive Plan Update Land Use 4-28 29 •Lighting is limited to parking lot and building illumination designed for customer and em- ployee safety. Building and parking area light- ing shall not be allowed during the time the businesses are closed, except as necessary for safety and security. •Given its proximity to residential areas, hours of operation of the use(s) shall be limited. Industrial and Mixed Business Employment Areas As explained in the Community Context chapter (3), Apple Valley has a relative lack of high wage (above the hourly metro average) job opportuni- ties. Therefore, it is important to designate prop- erty for the creation of jobs and to expand oppor- tunities for people to live and work in Apple Valley. An overarching vision for the land use plan is to provide opportunities for higher-wage businesses and workers to thrive in the City. The land use plan does this by identifying ample areas that could be developed or redeveloped for business and em- ployment purposes, including manufacturing facili- ties, office space, research and development sites, and medical and healthcare facilities. The Indus - trial (IND) and Mixed Business Campus (MBC) districts accommodate many of these uses, and help solidify the City’s economic base. Industrial (IND) Use type examples: Goods manufacturing, processing, and warehousing Industrial (IND) allows offices, assembly, ware- house, manufacturing, and other similar activities within an enclosed building to limit the amount of dust, noise, odor, and other adverse impacts. The current zoning district categories that regulate in- dustrial uses include I-1, I-2, BP and PD. Perfor- mance standards in the Industrial district include the following: •High-quality site design and building materials are expected to be used to promote pleasing off-site views of the development •This land use designation shall not be locat- ed adjacent to residential land uses without a significant buffer, which consists of distance- berming, heavy landscaping, decorative fences/walls, or a combination thereof as de- termined by the area characteristics deemed adequate by the City. Loading and delivery areas shall be screened from off-site views. •Landscaping shall consist of aesthetic treat- ment to provide interruption of long building walls and to soften parking lot areas. •Exterior storage of materials and equipment shall be completely enclosed, or screened from all property lines by a fence or wall. •Heavy freight vehicles are characteristic of uses in this land use category. Space for truck and vehicle maneuvering needs to be planned for these uses. Weekend trip attraction to in- dustrial sites should be minimal. •Driveway access to the development shall be from non-local streets or those designed for primarily non-residential traffic. No direct ac- cess to County Road 42 shall be allowed. •Lighting is limited to parking lot and building illumination designed for employee safety. Mixed Business Campus (MBC) Use type examples: Research and development, office park, and hospital Mixed Business Campus (MBC) areas are in - tended to be high-quality settings for office cam- pus, office with light industrial, office with biomed- ical manufacturing, health care facilities, health care training, general office, corporate office, and other higher-intensity employment uses. Mixed retail and commercial service uses that serve the campus and adjacent neighborhoods will be limited in area and to activities that support the employment objectives of the MBC. Some examples of supportive uses include lodging, res- taurants, daycare, banking, and other retail uses CITY OF APPLE VALLEY | 2040 Comprehensive Plan Update Land Use 4-29 30 that may support the campus directly as well as adjacent neighborhoods. Such uses should gen- erally be located along County Road 42. The mix of uses in the MBC district includes the following: •55 – 65% office •10 – 20% light industry/manufacturing •10% office warehouse/showroom •5% commercial and retail uses This modeling is further discussed in the Economic Development Chapter (6), which references land use percentages, FAR ratios, and job-creation goals. The Mixed Business Campus is distinguished from Mixed Use by its economic development focus, higher intensity uses, and lower residential yield. The MBC area at Orchard Place will be developed through a site master plan and PUD process. Parks, Institutions, and Open Space Institutions (INST) Use type examples: Schools, religious institu- tions, libraries, and civic buildings. Institutional (INST) districts are public or quasi- public amenities, excluding parks that greatly im- pact the character of the community. Although public uses require public investment or donations and do not generate taxes of their own, the value of these amenities is reflected by increasing the value of surrounding properties. Schools, hospitals, and places of worship give neighborhoods definition. These uses are a source of community pride. They drive residen- tial property values and neighborhood reinvest- ment. Apple Valley citizens are proud of their strong public school system. The largest institu- tion is the Minnesota Zoo, which is an asset for the entire Twin Cities region. Government facili- ties are a prime example of institutional uses. The City Municipal Center, the Dakota County li- brary, the Dakota County Western Services Cen- ter (WSC), and the US post office, etc., should be all concentrated in Downtown Apple Valley to best serve the community. The City seeks to maximize the local benefits of r e- gional park and institutional uses while avoiding ex- pansion or changes in use that have a significant negative impact on adjacent residential properties. Undesirable impacts include traffic, light, and noise. Buffering techniques should be incorporated into the designs of planned institutional and similar land us- es that are located adjacent to residential uses. The implementing zoning districts for institutional properties are the P-Institutional District and the Planned Development (PD) district. I T E M: 6.B. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:December 7, 2022 S E C T I O N:Other Business Description: Review of Upcoming S chedule and Other Updates S taff Contact: B reanna Vincent, Department Assistant Department / Division: Community Development Department AC T I O N RE Q UE S T E D: N/A S UM M ARY: Next P lanning Commission Meetings: Wednesday, December 21, 2022 - 7:00 p.m. Public hearing applications due by 9:00 a.m. on Wednesday, November 23, 2022. Site plan, variance applications due by 9:00 a.m. on Wednesday, December 7, 2022. Wednesday, J anuary 4, 2023 - 7:00 p.m. Public hearing applications due by 9:00 a.m. on Wednesday, December 7, 2022. Site plan, variance applications due by 9:00 a.m. on Wednesday, December 21, 2022. Next City Council Meetings: T hursday, December 8, 2022 - 7:00 p.m. T hursday, December 22, 2022 - 7:00 p.m. B AC K G RO UND: N/A B UD G E T I M PAC T: N/A