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HomeMy WebLinkAbout12/21/2022 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 21, 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 December 7, 2022 Regular Meeting 4.Public Hearings 5.Land Use / Action Items A.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 for Four Building Addition Projects 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 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 (This item has been withdrawn by the applicant) 2. C onsider subdivision of 18.9 acres into two lots and two outlots. 3. C onsider the rezoning of Lot 1, Block 1, Orchard Place 4th Addition from "SG" (Sand and Gravel) to "RB" (Retail Business). 4. C onsider the rezoning of Lot 2, Block 1 and Outlot B, Orchard Place 4th Addition from "SG" (Sand and Gravel) to "LB" (Limited Business). 5. C onsider site plan/building permit authorization to allow for construction of a veterinary clinic on Lot 1, Block 1, Orchard Place 4th Addition. 6. C onsider site plan/building permit authorization to allow for construction of a medical office building on Lot 2, Block 1, 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 C.Adams/Kent Detached Shed Variance - PC22-28-V C onsider variance to reduce street side setback for 196 sq. ft. detached shed from 20' to 12' (8' variance). LO C AT IO N: 12687 Edgemont Curve PET IT IO N ER: Eric Adams and Maryn Kent 6.Other Business A.Review of Upcoming Schedule and Other Updates Planning Commission - Wednesday, J anuary 4, 2023 - 7:00 p.m. Planning Commission - Wednesday, J anuary 18, 2023 - 7:00 p.m. C ity Council - T hursday, December 22, 2022 - 7:00 p.m. C ity Council - T hursday, J anuary 26, 2023 - 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 21, 2022 S E C T I O N:Consent A genda Description: A pprove Minutes of December 7, 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 December 7, 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 December 7, 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, Phil Mahowald and Jeff Prewitt Member(s) Absent: Paul Scanlan 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. City Planner Lovelace stated that item 5.C. was being moved to the next meeting. MOTION: Commissioner Schindler moved, seconded by Commissioner Diekmann, approving the agenda. Roll call vote: Ayes - 6 – Nays - 0. 3. CONSENT ITEMS A. Approval of Minutes of November 2, 2022 MOTION: Commissioner Diekmann moved, seconded by Commissioner Schindler, approving the minutes of the meeting of October 19, 2022. Roll call vote: Ayes – 6 – Nays – 0. 4. PUBLIC HEARING A. Orchard Place 4th Addition Rezoning Chair Kurtz opened the public hearing. Planner Lovelace provided a brief presentation. Commissioner Diekmann asked what types of businesses would be allowed in the Limited Business zoning district. Planner Lovelace stated that generally office such as medical clinics, as well as some restaurants. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes December 7, 2022 Page 2 of 7 Commissioner Sandahl asked if this would need to be rezoned when the Mixed Use Business Campus comes into play. Planner Lovelace stated this could be considered and may be the next step. As staff is drafting the ordinance, the uses have included veterinary clinic and medical office. The applicant, Chris Moe (HJ Development), was present for questions. Chair Kurtz closed the public hearing. MOTION: Commissioner Schindler moved, seconded by Commissioner Diekmann to recommend approval of a 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). Roll call vote: Ayes – 6 – Nays – 0. MOTION: Commissioner Schindler moved, seconded by Commissioner Sandahl to recommend approval of a 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). Roll call vote: Ayes – 6 – Nays – 0. B. Orchard Place 4th Addition Items 1 and 2 from this item will be continued to the next meeting on 12/21/22. Planner Lovelace presented the staff report. No action is being requested this evening. Chair Kurtz opened the public hearing. Chair Kurtz stated she liked the window on the corner on the medical clinic. Chair Kurtz asked if the vet clinic would have an area for dogs to relieve themselves outside. Planner Lovelace stated that the dog run would be for this purpose and certain requirement regarding waste disposal will need to be met. Chair Kurtz asked if there will be a larger area in the event that they offer boarding services. Planner Lovelace stated that the applicant would be able to provide this information. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes December 7, 2022 Page 3 of 7 The owner of the vet clinic, Dr. Michael Chafin, stated that the dog run is designed to be more of an exercise area. There will also be an indoor play area. Chris Moe (HJ Development) provided additional information related to the project and timeline. With no further comments, Chair Kurtz closed the public hearing. 5. LAND USE A. Obsidian Cobblestreet Mall Planner Sharpe provided a brief presentation. There were no questions or comments from Commissioners. No action is being requested at this time. B. Lunds & Byerlys Sign Variance Planner Sharpe provided a brief presentation. Chair Kurtz recalled there was a sign variance about a year ago on an apartment complex and asked what it was they requested. Planner Sharpe stated they were seeking a sign at greater height close to residential. Commissioner Schindler opined that there was not a need to a large pylon sign. Commissioner Diekmann asked if there would be signage on the western side of the building. Planner Sharpe stated that they are eligible to put a sign there but did not recall if it has been included on their site plan. Commissioner Prewitt commented that consistency is very important and something he would like to see continued with all sign permits in this area since no sign variances have been sought previously. Planner Sharpe stated that this was a comment that staff had when working with the applicant as an item of concern. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes December 7, 2022 Page 4 of 7 Commissioner Sandahl indicated that many of the businesses along Pilot Knob do not have extra signage at the driveways across the street and echoed Commissioner Prewitt’s comments on consistency. Planner Sharpe stated that is correct, though a case could be made for Target. The applicant states that theirs is different is with the berming which is roughly 4 feet tall which is similar to the berm behind Target. Commissioner Sandahl asked if the sign on Lunds & Byerlys will be visible from English Avenue. Planner Sharpe referred to a photo provided by the applicant which shows that one of the signs on the building would be a bit difficult to see but that southbound traffic on Pilot Knob would be able to see it. With the proposed location of the freestanding sign, additional wall signage may not be needed on that side. Commissioner Sandahl would like to see a photo from English Avenue at the next meeting. Planner Sharpe stated that staff will work with the applicant. Commissioner Prewitt asked if there were any restrictions on color. Planner Sharpe advised that there are no color restrictions related to signage in our ordinance but the colors chosen are likely part of Lunds & Byerlys’ branding. Chair Kurtz asked if the Burnsville location has two signs located off County Road 42. Planner Sharpe stated that the Burnsville location does have two signs, though one of the signs advertises several other businesses as well. Commissioner Mahowald advised that it may be a bit premature to consider a second sign as the larger sign will be off Pilot Knob and there may not be a need at this point. Planner Sharpe said that the applicant has stated that the second sign is intended to be a point of destination sign. Staff had worked with the applicant to reduce the signage from their original submission so that it would not be seen as advertisement. Chair Kurtz asked what the possibility is of having a smaller sign with a green arrow directing traffic. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes December 7, 2022 Page 5 of 7 Planner Sharpe stated he did not know if this would be an option and deferred to the applicant, who was not present. Planner Sharpe advised that the applicant will review Planning Commission’s comments. C. CMF Expansion Moved to next meeting on 12/21/22 6. OTHER BUSINESS A. Rivers of Life Sketch Plan City Planner Lovelace presented the staff report in the absence of Planner Kathy Bodmer. Commissioner Diekmann asked if the facility would be considered assisted living or a medical facility. Planner Lovelace stated that there is 24 hour medical staff to provide assistance with residents. It’s a higher acuity with memory care. It is likely similar to Presbyterian Homes in Cobblestone Lake. Commissioner Diekmann stated his reason for asking is because the Mixed Business Campus was originally designed with a more medical use and that if it is a more medical type setting it may not need a conditional use permit. Planner Lovelace stated that looking strictly at the Limited Business zoning refers to nursing homes but could not recall if it was a conditional use or permitted use. Commissioner Diekmann asked if a nursing home would be considered medical as there is a limited number and they are highly regulated. Planner Lovelace stated yes, but this facility is not a nursing home. Chris Moe (HJ Development) stated that it is a higher acuity facility so there are nurses on staff 24/7 but there are no doctors. It deals with patients who have more needs for administering medicine and general care as patients may have Alzheimer’s or other situations. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes December 7, 2022 Page 6 of 7 Chair Kurtz asked if the location may be too busy for this type of facility and patients who will likely be seeking a calmer environment. Chair Kurtz also expressed concern over the safety of the location. Chris Moe stated that it is a valid concern, though usually the first rooms that are booked are those that have more activity and stimulation. There are protocols restricting access for those coming in and out of the facility. Commissioner Mahowald stated that the rendering is beautiful. Commissioner Mahowald expressed concern for how it may fit in this area since it is mostly retail and commercial spaces. Chris Moe replied that this area is very limited in what can be done in regards to the 2040 Comprehensive Plan and that the plan says commercial should be focused to the areas along County Road 42. Planner Lovelace stated that a good example of facilities like this would be across the street from City Hall on 147th St. W as well as the medical facility on Galaxie. Chair Kurtz asked if there was a business relationship between the medical clinic and River of Life. Chris Moe stated that there is no formal relationship but that is the hope. Commissioner Schindler stated that the building and layout look great and since the HealthPartners clinic will be right there, it makes this Rivers of Life facility fit better in the area. Commissioner Schindler asked which parts in section C would be most likely to be more of a retail use. Planner Lovelace stated that as the ordinance is developed, there is a limited amount of commercial/retail allowed in the Mixed Use-Business Campus. Generally, as stated in the Comp Plan, commercial/retail would be along 42. Commissioner Schindler stated that if this were just senior apartments, the location would not be ideal. Commissioner Schindler considers this to be a more medical facility which fits better in the area. B. Review of Upcoming Schedule and Other Updates The next Planning Commission meeting is scheduled for Wednesday, December 21, 2022, 7:00 p.m. The next City Council meeting is Thursday, December 22, 2022, 7:00 p.m. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes December 7, 2022 Page 7 of 7 7. ADJOURNMENT Chair Kurtz asked for a motion to adjourn. MOTION: Commissioner Schindler moved, seconded by Commissioner Diekmann, to adjourn the meeting at 8:22 p.m. Roll call vote: Ayes – 6 – Nays – 0. Respectfully submitted, ______________________________________ Breanna Vincent, Planning Department Assistant Approved by the Apple Valley Planning Commission on 12/21/2022 . Jodi Kurtz, Chair I T E M: 5.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:December 21, 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 Setback Variances: 2A: A v ariance to reduce the 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. 2B . 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. 2C. 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. 3. 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. 4. 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 City's leading priorities 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 : Resolution Memo Map Applicant L etter Plan S et Plan S et Background Material Background Material CITY OF APPLE VALLEY PLANNING COMMISSION RESOLUTION NO. _____ WHEREAS, Minnesota Statutes, Section 462.356, Subdivision 2, charges the Planning Commission with the review of any City action relating to the acquisition or disposal of City owned interest in real property or the authorization of any capital improvement thereto to determine such action's compliance with the local Comprehensive Plan; and WHEREAS, the City is considering an action for which the Planning Commission is charged to review under said Statute, specifically capital improvements to the Apple Valley Central Maintenance Facility buildings and site; and WHEREAS, the Planning Commission reviewed at its regular meeting of December 21, 2022, the capital improvements to the Apple Valley Central Maintenance Facility; and WHEREAS, the Planning Commission’s review finds that it is consistent with the goals, polices and implementation procedures of the Apple Valley Comprehensive Plan 2040. NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City of Apple Valley that the City Council of Apple Valley be advised that the proposed capital improvements to the Apple Valley Central Maintenance Facility is in conformance with the Apple Valley 2040 Comprehensive Plan. ADOPTED this 21st day of December, 2022. _______________________________ Jodi Kurtz, Chair 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>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >>>>>>> > > > > > > > > > > > > > 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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 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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: 5.B. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:December 21, 2022 S E C T I O N:L and Use / Action I tems 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: Recommend approval of the subdivision of 18.9 acres into two lots and two outlots, subject to the following conditions: All necessary public easements shall be dedicated in accordance with the C ity's subdivision code and the City Engineer. One-foot-wide easements shall be dedicated that restrict direct driveway access to 152nd and 155th Streets West, and English Avenue except at locations approved by the City Engineer. An access easement for ingress/egress to a public street for Outlot A shall be established over and across the drive lane located on the north side of Lot 1, Block 1. A 75-foot x 80-foot easement located north of 152nd Street West shall be dedicated to allow for construction of proposed utility and street stubs. T he term of an existing temporary drainage and utility easement located at the northwest corner of 155th Street West and English Avenue shall be extended. Recommend approval of the rezoning of Lot 1, Block 1, Orchard Place 4th Addition from "SG" (Sand and Gravel) to "RB" (Retail Business). Recommend approval of the rezoning of Lot 2, Block 1 and Outlot B, Orchard Place 4th Addition from "SG" (Sand and Gravel) to "LB" (Limited Business). Recommend approval of the site plan/building permit authorization to allow for construction of a veterinary clinic on Lot 1, Block 1, Orchard Place 4th Addition, subject to the following conditions: Issuance of this permit is subject to the approval and recording of the Orchard Place 4th Addition Final Plat. Construction shall occur in conformance with the site plan dated December 16, 2022. Construction shall occur in conformance with the elevation plans date stamped October 5, 2022. Construction shall occur in conformance with the landscape plan dated December 16, 2022, subject to meeting the C ity C ode requirements and incorporating recommendations set for the C ity Engineer's memo dated December 15, 2022. Additional landscaping shall be added along the west side of the site and around the perimeter of the dog run. A sidewalk shall be extended from the front of the clinic to 155th Street West. A sidewalk shall be constructed along the south side of the private drive from English Avenue to the east property line. An outdoor dog run will be located along the south side of the building shall be screened with a combination of a fence and landscaping. All animal waste generated in the outdoor dog run shall be handled properly in accordance with applicable ordinances. 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. Recommend approval of the site plan/building permit authorization to allow for construction of a medical office building on Lot 2, Block 1, Orchard Place 4th Addition, subject to the following conditions: Issuance of this permit is subject to the approval and recording of the Orchard Place 4th Addition Final Plat. Construction shall occur in conformance with the site plan dated December 6, 2022. Construction shall occur in conformance with the elevation plans date stamped October 14, 2022. Construction shall occur in conformance with the landscape plan dated December 16, 2022, subject to meeting the C ity C ode requirements and incorporating recommendations set for the C ity Engineer's memo dated December 15, 2022. S UM M ARY: HJ D evelopment, LLP, and Rockport, LLC, are requesting approval of a preliminary plat that will subdivide 18.9 acres into two lots and two outlots, rezoning of Lot 1, Block 1, Orchard Place 4th Addition from "SG" (Sand and Gravel) to "RB" (Retail Business), rezoning of Lot 2, Block 1, Orchard Place 4th A ddition from "SG" (Sand and G ravel) to "LB" (Limited Business), site plan/building permit authorization to allow for construction of a 6,366-sq. ft. vet clinic on Lot 1, Block 1, and a two-story/56,595-sq. ft. medical office building on Lot 2, Block 1. 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. A public hearing was held on the proposed rezoning of the two lots and outlot B on December 7, 2022. At that meeting, the C ommission recommended approval of the proposed rezoning. Since that time, the applicant has revised the descriptions of those properties, therefore staff is requesting that the C ommission reaffirm their recommendation of the 7th with the revised descriptions. T his can be accomplished by recommending approval of the second and third requested actions. It was expected that a public hearing was going to be held on December 21, 2022, on the proposed rezoning of property west of English Avenue from "S G" to "MU-BC " (Mixed Use- Business Campus) and the "MU-BC " zoning ordinance. Since the time of the original land use request, the proposed development to the west of English Avenue has been removed from consideration and the applicant requested that the property east of English Avenue be rezoned "LB" and "RB". T herefore, the applicant has withdrawn their "MU-BC" requests. Staff is still working on the completion of a final draft of the "MU-BC " ordinance, which will list the proposed uses, area requirements and performance standards for the new zoning district, consistent with the "MBC " (Mixed Business C ampus) designation identified in the 2040 C omprehensive Plan. It is expected that this ordinance will be reviewed by the Planning Commission in the coming weeks. No public utilities are currently available to the site. Approval of any project in the proposed 4th Addition will require the extension of sanitary sewer and watermain, and construction of a storm water infrastructure. 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 requested that one lot be rezoned "RB" (Retail Business) and a lot and outlot be rezoned "LB" (Limited Business). T he C ommission reviewed these rezoning requests and recommended approval on December 7, 2022. Since that time, the legal descriptions of the two lots and outlot have been revised. T herefore, the Commission should reaffirm their recommendation for approval of the rezoning as described on the revised preliminary plat. P reliminary Subdiv ision: T he original subdivision request was to subdivide 52.44 acres of property into four lots and four outlots. T he four lots were to be used for two flex business buildings, a two-story medical office building and a veterinary clinic. T he preliminary plat has been revised and the applicant is proposing to subdivide only the two lots and two outlots located along the east side of English Avenue. Public street right-of-way will be dedicated that will include the west 60 feet of Pilot Knob Road, an existing roadway that is currently in an easement, the Pilot Knob Road/152nd Street West intersection, and sections of 152nd Street West and English Avenue. All lots and outlots will abut a public street. A lthough, Outlot A will abut Pilot Knob Road and 155th Street West, no direct access from those streets will be allowed. T herefore, a cross access agreement will be needed that will provide access to the outlot form English Avenue via Lot 1, Block 1. 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. 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. Additional public utility easements are shown on the preliminary plat. T hey include: A 15-foot x 110-foot public utility easement over an existing watermain at the southeast corner of Outlot A A public utility easement a minimum of 30 feet wide and 157 feet long located common property line of the two lots and Outlot A. A 75-foot x 80-foot easement is needed north of 152nd Street West to allow for construction of proposed utility and street stubs. Finally, the term of an existing temporary drainage and utility easement located at the northwest corner of 155th Street West and English Avenue should be extended. T his area is the location of a temporary storm water pond, which will collect runoff from development along the east side of English Avenue. Any future development west of English Avenue and north 152nd Street West will require a permanent storm water ponding solution, 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 site plan shows the creation of two lots and two outlots. Lot 1, Block 1 will be the location of a 6,366-sq. ft. veterinary clinic and a 56,595-sq. ft. two-story medical office building is proposed on Lot 2, Block 1. 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. 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 west side of 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. T hat will include the extension of a sidewalk for the front of the vet clinic to 155th Street West and install of a sidewalk along the south side of the private drive on Lot 1, Block 1 from English Avenue to the lot's west property line. 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 English Avenue. 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, C ity's Engineering memo. Revisions shall be made to landscape plan per the 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. Veterinary Clinic Site P lan: A 6,366-sq. ft. vet clinic is proposed to be constructed on an one-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 meets the minimum required number of spaces. 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. A sidewalk should be extended from the front of the building to 155th Street West and a sidewalk should be installed along the south side of the private drive. 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. Staff has no issue with the proposed elevations. 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 December 15, 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 C hapter 154 of the City C ode. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Memo Comp Plan Map L ocation Map Z oning 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 15, 2022 SUBJECT: Orchard Place 4th Addition Preliminary Plat Review per plan submitted 12/12/2022 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. 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 8. 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. 9. Department of Labor and Industry (DOLI) shall review private utilities. 10. A right of way permit will be required for all work within public easements or right of way. 11. A Natural Resource Management Permit (NRMP) will be required prior to any land disturbing activity commences. 12. 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) 13. Additional 75’ x 80’ easement is need north of 152nd street to allow construction of proposed utility and street stubs. 14. Access Restrictions will be required at all locations as determined by City Engineer Storm Sewer, Grading. Drainage, and Erosion Control 15. 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 2 Block 1. This is a similar condition to Outlot A & B. 16. The patio in the SE corner of health building (lot 2 Block 1) shows steep slopes over the patio area. The trail connection to Pilot Knob is too steep and would likely need stairs as shown. 17. Additional berming to the west of the site may be required to meet Mining CUP requirements. 18. Storm sewer calculations for storm water requirements. (Rational method including Hydraulic grade lines) will need to be provided. 19. 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 20. Applicant shall be responsible for maintaining the catch basin sumps located within the private parking lots. A maintenance agreement will be required. ST-50 & ST-42 should be identified as sump structures. 21. Applicant shall provide 4-6 inches of topsoil across the site. 22. Restoration should include any disturbance from utilities serving the site in the Dakota County Right of Way. 23. Provide CAD drawings of the proposed contours and site improvements to the City Engineer. 24. Provide Hydro CAD modeling files to the City Engineer. 25. The Storm water Management Memorandum shall be reviewed and approved by City Engineer. 26. Final grading, drainage, and erosion control plan shall be reviewed with the construction plans and approved by City Engineer. 27. Provide overall site composite Curve Number (CN) on the plans. 28. Provide the existing and proposed pervious and impervious areas and percentages on the plans. 29. 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. 30. The proposed low opening elevations must be 3’ minimum above the 100-year high water level. 31. Existing WVR-P54 will be temporarily utilized for storm water treatment until WVR P-53 is constructed. No additional development can occur until such time WVR-P53 is substantially complete. Sanitary Sewer and Water main 32. Final locations and sizes of sanitary sewer and water main shall be reviewed with the final construction plans and approved by City Engineer. As-builts shall be provided prior to occupancy of buildings. 33. Sanitary Sewer grades (private) shall meet DOLI 2% minimum slopes. Site Plan 34. Provide Auto turn drawing utilizing Apple Valley emergency vehicle to ensure adequate emergency and service vehicle circulation to and from the building. 35. Shared Access Agreement required for Lot 1 Block 1. Landscape & Natural Resources (Overall) 36. Additional screening shall be considered around the buildings, whether temporarily with berming on the western side or permanently with additional landscaping. 37. 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. 38. 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. 39. 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. 40. 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. “RB” (Retail Business) PROPOSED REZONING MAP 60 FOOT HIGHWAY EASEMENTPER DOC. NO. 466088SOUTHEAST CORNER OF THE NORTHEASTQUARTER OF SEC. 35 TWP. 115 RGE 20HIGHWAY NO. 31 (PILOT KNOB ROAD) COUNTY STATE AID 190 187 355 292361105 192 NORTH LINE OF 155TH ST. W.2235,236.027 SF5.400 ACEAST 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 WEST144,864.557 SF1.030 AC14413 51054B L O C K O N EOUTLOT A106,936.578 SF2.455 AC6 9547 109OUTLOT B138,077.186 SF3.170 AC248292162395Δ Δ AVENUE 97.48 115147 137ROW298,973.459 SF6.863 AC120 120 40 40ACCESS EASEMENT11015 15 15 1515 S28°31'57"E41.42156.7355.00191.90TOTAL SITE AREA824,087.808 S.F.18.918 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 Northeast Quarter of Section 35, Township 115 North, Range 20 West,Dakota County, Minnesota described as follows:Commencing at the southeast corner of said Northeast Quarter of Section 35;thence on an assumed bearing of North 0 degrees 14 minutes 12 seconds West,along the east line of said East Half of the Northeast Quarter, a distance of 97.48feet to the point of beginning of that part of said Section 35 to be described; thencecontinuing North 0 degrees 14 minutes 12 seconds West, along said east line, adistance of 1277.45 feet; thence South 89 degrees 53 minutes 53 seconds West adistance of 600.00 feet; thence South 0 degrees 14 minutes 12 seconds East adistance of 567.83 feet; thence southwesterly a distance of 160.70 feet along atangential curve concave to the west having a radius of 545.00 feet and a centralangle of 20 degrees 14 minutes 12 seconds; thence South 20 degrees 00 minutes 00seconds West, tangent to said curve, a distance of 189.71 feet; thence southerly adistance of 190.62 feet along a tangential curve concave to the east having a radiusof 455.00 feet and a central angle of 20 degrees 02 minutes 23 seconds; thenceSouth 0 degrees 02 minutes 23 seconds East a distance of 186.53 feet to the northline of 155th Street West, as platted and dedicated per ORCHARD PLACE 2NDADDITION, according to the recorded plat thereof; thence North 89 degrees 57minutes 33 seconds East, along said north line of 155th Street West, a distance of475.99 feet to 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 LAYOUT212-15-22JMREVISED PER CITY COMMENTS1908612-12-2022 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\AVR - Orchard Place\HJ Development - N of 155th\3 Design\CAD\PlanSheets\C0-COVER SHEET.dwg December 13, 2022 - 4:35pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONNORTH VICINITY N.T.S. 1.CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 2.IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A ANSI full bleed D (34.00 x 22.00 Inches) SHEET. 3.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 4.ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. NOTES: HJ DEVELOPMENT - ORCHARD PLACE FOR PRELIMINARY SITE DEVELOPMENT PLANS Know what'sbelow. before you dig.Call LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. RYAN HYLLESTED, P.L.A. 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE: (651) 645-4197 PROJECT TEAM: ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: WILLIAM D. MATZEK, P.E. 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 DEVELOPER HJ DEVELOPMENT, LLP CHRIS MOE 15600 WAYZATA BLVD, SUITE 201 WAYZATA, MN 55391 TELEPHONE: 952-476-9400 SURVEYOR PROBE ENGINEERING COMPANY, INC. RUSSELL P DAMLO, P.L.S. 1000 EAST 146TH STREET BURNSVILLE, MN 55337 TELEPHONE: (952) 432-3000 OWNER ROCKPORT, LLC PETE FISCHER 14698 GALAXIE AVE. APPLE VALLEY, MN 55124 TELEPHONE: (952) 997-9100 APPLE VALLEY, DAKOTA COUNTY, MN SECTION 35, TOWNSHIP 115N, RANGE 20W SITE PREPARED FORCOVER SHEETC000ORCHARD PLACEN OF 155THHJ DEVELOPMENTAPPLE VALLEYMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.WILLIAM D. MATZEK, P.E.10/05/202245790DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16097500612/16/2022AS SHOWNACLGARWDMSheet List Table Sheet Number Sheet Title C000 COVER SHEET C100 GENERAL NOTES C401 SITE PLAN - EAST C501 GRADING PLAN - EAST C601 UTILITY PLAN - EAST L101 LANDSCAPE PLAN - EAST L103 LANDSCAPE DETAILS This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\AVR - Orchard Place\HJ Development - N of 155th\3 Design\CAD\PlanSheets\C1-GENERAL NOTES.dwg December 13, 2022 - 4:35pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONGENERAL CONSTRUCTION NOTES 1.THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" (LATEST EDITION) AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK, AND, UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 3.THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ACSE 38/02, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATA BY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 4.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. 6.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 7.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 8.ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY A STATE OF MINNESOTA PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. 10.ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 11.ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 13.SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THE DOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACT THE ENGINEER AND OWNER. 14.NO CONSTRUCTION WORK SHALL BEGIN PRIOR TO A PRECONSTRUCTION MEETING CONFERENCE WITH A PUBLIC WORKS AND BUILDING INSPECTIONS REPRESENTATIVE. 15.PUBLIC WORKS DEPARTMENT (952-953-2400) SHALL BE NOTIFIED A MINIMUM OF 48 HOURS FOR ANY REQUIRED WATER MAIN SHUT DOWNS AND/OR CONNECTIONS. 16.CITY OF APPLE VALLEY WATER DEPARTMENT SHALL OPERATE ALL VALVES ON PUBLIC OWNED MAINS AND VALVES CONNECTION PRIVATE LINES TO PUBLIC OWNED MAINS. TYPICAL OWNER/ENGINEER OBSERVATIONS CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THE FOLLOWING ACTIVITIES: - PRE-CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATION ASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION, INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALK INSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS, TESTS OF UTILITIES 3RD PARTY TEST REPORTS REQ'D TEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO: - DENSITY TEST REPORTS - BACTERIOLOGICAL TESTS OF WATER SYSTEM - PRESSURE TEST OF WATER/SEWER - LEAK TESTS ON SEWER SYSTEM AND GREASE TRAPS - ANY OTHER TESTING REQUIRED BY THE AGENCY/MUNICIPALITY WATER STORM SEWER & SANITARY SEWER NOTES 1.THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES, AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2.ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. 3.THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 4.DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5.ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6.WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7.ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8.UNDERGROUND LINES SHALL BE SURVEYED BY A STATE OF MINNESOTA PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING. 9.CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED. 10.CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10' AND A VERTICAL CLEARANCE OF 18" BETWEEN WATER AND SANITARY SEWER MANHOLES AND LINES. 11.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 12.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS. 13.UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BE ADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE. 14.TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 15.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 16.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERT OUT. 17.ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORM STRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM 1% SLOPE, UNLESS NOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN. 18.ALL ROOF AND SANITARY SEWER DRAINS SHALL BE INSULATED IF 6' OF COVER CANNOT BE PROVIDED. 19.THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. 20.THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND BELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OF CONSTRUCTION. 21.A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN UTILITIES AND TREES UNLESS A ROOT BARRIER IS UTILIZED. 22.GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITY COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATE FINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES. 23.COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION. 24.ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONS ARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH AND SPECIFICATIONS. 25.REFERENCE ARCHITECTURAL PLANS (BY OTHERS). FOR EXACT BUILDING DIMENSIONS, AND MATERIALS SPECIFICATIONS. 26.REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS. 27.CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND PAD PREPARATION SPECIFICATIONS. 28.CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR LIGHT POLE WIRING. GRADING AND DRAINAGE NOTES 1.GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2.THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S AS NECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 3.CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THAT SURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTOR SHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADING DISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT OR UTILITIES. 4.CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED GRADES. 5.BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THAT THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLY INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED. 6.CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 4" OF TOPSOIL AT COMPLETION OF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 7.AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. 8.WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 9.THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 10.IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 11.FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO MINNESOTA/DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 12.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 14.SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 15.THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 16.THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS AND MINNESOTA/DOT SPECIFICATION. 17.ALL CONCRETE/ASPHALT SHALL BE INSTALLED PER GEOTECH REPORT, CITY OF APPLE VALLEY AND MINNESOTA/DOT SPECIFICATIONS. 18.SPOT ELEVATIONS ARE TO FLOWLINE OF CURB UNLESS OTHERWISE NOTED. 19.LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN. 20.IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 21.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUT COMPENSATION. 22.BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 23.ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS. ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET. 24.ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT AND STORMWATER POLLUTION PREVENTION PLAN FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 25.ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 26.CONTRACTOR SHALL ENSURE MINIMUM GRADES ARE MET WITHIN PAVED AREAS, 1.2% FOR ASPHALT PAVING AND 0.6% FOR CONCRETE PAVING. EROSION CONTROL NOTES 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 4.SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ON A PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ALL FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO PUBLIC AREAS SHALL BE PAID BY THE CONTRACTOR. 5.TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 6.THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7.CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 9.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12.ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN SHALL BE INITIATED AS SOON AS IS PRACTICABLE. 13.ALL STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED SUCH THAT THEY WILL NOT ADVERSELY AFFECT STORM WATER QUALITY. OTHERWISE, COVERING OR ENCIRCLING THESE AREAS WITH SOME PROTECTIVE MEASURE WILL BE NECESSARY. 14.CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL DEVICE WHICH THEY DISTURB. EACH CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OR STORM WATER POLLUTION, SEDIMENTATION, OR OTHER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING OR CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUEL AND LUBRICANT OIL, PESTICIDES, AND ANY SOLID WASTE MATERIALS. 15.EROSION CONTROL DEVICES SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND-DISTURBING ACTIVITIES ON THE PROJECT. 16.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY OF APPLE VALLEY ENGINEERING DIVISION. 17.IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL HAVE TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. ANY REVISIONS TO THE EROSION CONTROL PLAN MADE BY THE CONTRACTOR MUST BE APPROVED BY THE ENGINEER. EROSION CONTROL MAINTENANCE ALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALL JURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIED PERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 1.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. FOR MAINTENANCE REQUIREMENTS REFER TO THE STANDARD SPECIFICATIONS. 2.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 3.THE CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 4.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 5.ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. PAVING AND STRIPING NOTES 1.ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION) OR MINNESOTA/DOT SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTY REGULATIONS. 2.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS. 3.CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUS STRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS. 4.ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB. 5.THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. 6.ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINT SEALANT. 7.THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS IN THE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE. 8.CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCE BY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS. 9.ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER. 10.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER A.D.A). GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 11.MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET.DATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.WILLIAM D. MATZEK, P.E.10/05/202245790DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16097500612/16/2022AS SHOWNACLGARWDMPREPARED FORGENERAL NOTESC100ORCHARD PLACEN OF 155THHJ DEVELOPMENTAPPLE VALLEYMINNESOTA A A A A C C C C C E E D G G G G G G H H H H H I I I H I I I I PROPOSED VET CLINIC± 6,366 SF ±1.03 AC PROPOSED MOB ± SF ±5.40 AC G 5.0'51.0' 6.0' 17.1' 155TH ST W 24.0' 6.0'20.0'25.0'40.0'28.0'40.0'25.0'40.0'25.0'40.0'28.0'46.0'28.0'40.0'28.1'25.0 ' 24.0' 25.0' 25.0' 24.0'4.0'G D E D E D I I O O O A I 31.3' J J J J 9.0'9.0'P P 25.0' 25.1' 23.0' L L L L L L L L L AENGLISH AVE - BY OTHERSFUTURE DEVELOPMENT ±2.46 AC DOG RUN FUTURE DEVELOPMENT ±3.17 AC G TRASH ENCLOSURE TRANSFORMER PAD D D C A 18.5'H D C C A TRASH ENCLOSURE PILOT KNOB RDC C 0.9' PROOF OF PARKING 18.0' 5' PARKING SETBACK 15' BUILDING SETBACK 50' BUILDING SETBACK 15' PARKING SETBACK 5' PARKING SETBACK 15' BUILDING SETBACK 50' BUILDING SETBACK 15' PARKING SETBACK 5' PARKING SETBACK 15' BUILDING SETBACK 50' BUILDING SETBACK 15' PARKING SETBACK PREPARED FORSITE PLANC400ORCHARD PLACEN OF 155THHJ DEVELOPMENTAPPLE VALLEYMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.WILLIAM D. MATZEK, P.E.10/05/202245790DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16097500612/16/2022AS SHOWNACLGARWDMPROPOSED CURB AND GUTTER PROPERTY LINE SETBACK LINE PROPOSED STANDARD DUTY ASPHALT PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LEGEND PROPOSED HEAVY DUTY ASPHALT This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\AVR - Orchard Place\HJ Development - N of 155th\3 Design\CAD\PlanSheets\C4-SITE PLAN - VET.dwg December 13, 2022 - 4:35pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONSITE PLAN NOTES 1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3.ALL INNER CURBED RADII ARE TO BE <3'> AND OUTER CURBED RADII ARE TO BE <10'> UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. 4.ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5.EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7.PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON / MONUMENT SIGN. 8.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 9.NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 10.REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 11.REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 12.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 13.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 14.ALL PARKING STALLS TO BE 9' IN WIDTH AND 18'.5 IN LENGTH UNLESS OTHERWISE INDICATED. 15.FOR OFFSITE IMPROVEMENTS, SEE THE CITY STREET IMPROVEMENTS PLANS PREPARED BY OTHERS. KEYNOTE LEGEND CONCRETE SIDEWALK NOT USED MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE CURB RAMP ACCESSIBLE PARKING SIGN NOT USED AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. STANDARD DUTY ASPHALT PAVEMENT LANDSCAPE AREA - SEE LANDSCAPE PLANS EXISTING CONCRETE - SEE PLANS BY OTHERS HEAVY DUTY ASPHALT PAVEMENT B612 CURB & GUTTER (TYP.) NOT USED FLAT CURB COMMERCIAL DRIVEWAY APRON DIRECTIONAL TRAFFIC SIGN (PER LOCAL CODES) A B C D E F G H I J K L M N O P NORTH 155TH ST WENGLISH AVE - BY OTHERSPILOT KNOB RDVET CLINIC FFE: 948.00 MOB FFE: 948.00 FUTURE DEVELOPMENTDD DST-43 RE:946.44 IE:942.94 N 36 LF - 15" HDPE @ 0.50% ST-42 RE:946.54 IE:943.21 N IE:942.76 S IE:943.74 E 52 LF - 15" HDPE @ 0.50% ST-44 IE:944.00 W 87 LF - 15" HDPE @ 0.50% ST-41 RE:946.55 IE:943.65 NE IE:943.65 S 72 LF - 15" HDPE @ 0.50% ST-40 RE:947.52 IE:944.01 E IE:944.01 SW 36 LF - 15" HDPE @ 0.50% ST-39 RE:947.69 IE:944.19 W ST-52 RE:948.03 IE:934.25 E 146 LF - 30" HDPE @ 1.03% ST-53 IE:935.90 N 15 LF - 24" HDPE @ 1.00% ST-51 RE:948.00 IE:935.75 N IE:935.75 S IE:935.75 W 67 LF - 24" HDPE @ 1.03% ST-50 RE:946.94 IE:936.43 N IE:940.51 E IE:943.26 NW IE:936.43 S 128 LF - 15" HDPE @ 1.00% ST-57 RE:949.11 IE:944.53 N IE:944.53 SE 34 LF - 15" HDPE @ 1.00% ST-56 RE:948.37 IE:944.87 S 171 LF - 18" HDPE @ 1.00% ST-55 RE:946.87 IE:942.22 E IE:943.20 N IE:942.22 W 134 LF - 15" HDPE @ 1.00% ST-54 RE:947.06 IE:943.56 W 80 LF - 18" HDPE @ 1.00% ST-60 IE:944.00 S 134 LF - 24" HDPE @ 1.03% ST-49 RE:946.31 IE:937.81 N IE:937.81 S 131 LF - 24" HDPE @ 1.03% ST-48 RE:946.28 IE:939.15 N IE:942.96 W IE:939.15 S89 LF - 15" HDPE @ 1.00% ST-59 RE:947.57 IE:943.85 N IE:943.85 E 25 LF - 15" HDPE @ 1.00% ST-58 RE:947.60 IE:944.10 S 143 LF - 18" HDPE @ 1.03% ST-47 RE:946.28 IE:940.62 E IE:940.62 S 135 LF - 18" HDPE @ 1.03% ST-46 RE:946.78 IE:942.01 E IE:942.01 W 115 LF - 15" HDPE @ 1.03% ST-45 RE:946.67 IE:943.19 W ME:943.84 ME:943.65 ME:946.31 ME:946.84 ME:948.62 ME:948.75 ME:947.82 ME:947.66 ME:946.90 ME:943.61ME:948.00 ME:942.02 ME:942.01 ME:943.62 ME:943.62 ME:943.62ME:948.17 948.00 948.00 948.00 947.38 947.12 948.00 948.26 949.00 949.00 949.00 949.00 949.00 949.00 949.00 949.00 948.88948.79 948.96 948.86 948.80 948.41 948.64 948.88 948.88 948.66 943.62 943.62 ME:947.62 ME:947.58 946.89 946.66 947.16 T/G:947.40 T/G:947.34 T/G:948.10 T/G:948.10 T/G:948.85 T/G:948.85 T/G:948.26 T/G:948.26 G:947.00 G:945.99 G:947.30 G:946.89 G:947.29 G:947.14G:946.99 G:946.81 G:947.01 G:947.01 G:947.29 G:947.56 G:947.56 G:949.00 G:948.54 G:947.56 G:947.14 G:947.18 G:947.08 G:946.53 G:947.09 G:947.45 G:949.44 G:949.65 G:950.10 949.68 949.50 949.22 G:947.92 948.75 947.82 948.34 947.74 G:947.74 G:948.06 G:948.30 G:948.30 G:948.30 G:947.81 G:947.81 G:947.94 G:947.94 G:947.98 G:948.43 G:948.50 G:948.12 G:948.11 G:948.11 G:948.06 G:948.10 G:947.94 G:948.30 G:948.14 G:948.30 G:948.30 G:948.10 G:948.10 G:948.29 G:948.37 G:948.54 G:947.53 G:947.19 G:947.04 G:947.27 G:947.51G:947.91G:947.44 G:948.13 G:947.50G:948.27 G:948.12 G:948.27 G:947.92 G:947.60 G:948.85 G:947.63 G:948.64 G:948.38 G:948.82 G:947.54 G:947.65 G:947.65 G:947.38 G:947.54 G:947.85 G:947.77 G:947.12 G:947.24 G:946.81 G:946.84G:947.15 G:947.18 G:947.19 G:947.01 G:946.82 G:946.75 G:947.08 G:946.97 G:947.15 G:947.26 G:946.91 G:947.29 G:947.22 G:947.56 G:947.49 G:947.37 G:947.15 G:947.56 G:947.40 G:947.68 G:947.87 G:947.71 G:947.53 G:947.56G:947.43 G:947.60 G:947.70 G:947.74 G:947.67 G:948.30 G:948.35 G:948.33 G:947.96 G:948.17 G:948.91 G:947.39 G:947.18 2.53%8.66%14.38%1 . 5 5% 1. 2 4 % 1. 0 0 % 1.15%2.27%1.97%1.95% 1.89 % 1.84 % 1.56%1.97%1.77%1.41%1.62%1.66%1.23% 1.07 % 1 . 4 1% 1.98% 2.4 2 % 2.45% 2. 4 8 %2.33%2.37%1.35% 1 . 4 4%1.65% 1 . 8 2% 2.05%2.21% 2. 2 6 %2.38% 2. 1 7 % 2.37% 2.4 1 % 10.37% 10.44% 13.36% 10.78%944945946947948949948 94 8 944 945 946 947 9489 4 4 94794894994994 7 9489469489499509 4 9 9 4 7 948948948947948949 947947948 948 94 7 947946945944G:947.41 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\AVR - Orchard Place\HJ Development - N of 155th\3 Design\CAD\PlanSheets\C5-GRADING PLAN - EAST.dwg December 13, 2022 - 4:36pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGRADING PLANC500ORCHARD PLACEN OF 155THHJ DEVELOPMENTAPPLE VALLEYMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.WILLIAM D. MATZEK, P.E.10/05/202245790DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16097500612/16/2022AS SHOWNACLGARWDMNORTH GRADING PLAN NOTES PROPOSED STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW T/G:0.0 EOF:0.0 0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF APPLE VALLEY, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2.CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3.STORM SEWER PIPE SHALL BE AS FOLLOWS: RCP PER ASTM C-76 HDPE: 0" - 10" PER AASHTO M-252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-1785 STORM SEWER FITTINGS SHALL BE AS FOLLOWS: RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4.CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 5.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 7.CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 8.GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. 9.ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10.REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 11.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12.INSTALL A MINIMUM OF 4" CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13.UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4" OF TOPSOIL 14.ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 16.MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17.CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 18.ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION <XXX.XX> OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 19.ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 20.ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 21.MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 22.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. 125 LF - 8" PVC @ 2.00% SSWR400 RE:946.88 IE:936.85 E STUB IE:939.34 W SSWR200 DROP STRUCTURE RE:947.80 IE:940.10 E IE:927.91 W 195 LF - 8" PVC @ 2.00% CONNECT TO BUILDING COORDINATE WITH MEP IE:944.00 W SSWR300 RE:947.26 IE:939.62 E 69 LF - 8" PVC @ 2.00% CONNECT TO BUILDING COORDINATE WITH MEP IE:941.00 W BEND BEND BEND BEND BEND CONNECT TO EXISTING WATER STUB WITH 6" REDUCER 6"x4" TEE 6" FIRE WATER SERVICE 4" DOMESTIC WATER SERVICE NATURAL GAS SERVICE TELECOMM SERVICE ELECTRIC SERVICE 6" GATE VALVE 6"x4" TEE 6" FIRE WATER SERVICE 4" DOMESTIC WATER SERVICE NATURAL GAS SERVICE TELECOMM SERVICE ELECTRIC SERVICE CONNECT TO EXISTING WATER STUB WITH 6" REDUCER 6"x6" TEE 6" GATE VALVE HYDRANT ASSEMBLY 6" GATE VALVE HYDRANT ASSEMBLY 6"x6" TEE EXTEND WATER SERVICE STUB MOB FFE: 949.00 PROPOSED VET CLINIC FFE: 948.00 BEND 6" GATE VALVE BEND CONTRACTOR SHALL CONNECT FRANCHISE UTILITIES IN THE ROW. CONTRACTOR TO CORDINATE WITH PRIVATE UTILITY COMPANIES FOR EXACT TIE-IN LOCATIONS. CONTRACTOR SHALL CONNECT FRANCHISE UTILITIES IN THE ROW. CONTRACTOR TO CORDINATE WITH PRIVATE UTILITY COMPANIES FOR EXACT TIE-IN LOCATIONS. TRANSFORMER PAD FUTURE DEVELOPEMT This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\AVR - Orchard Place\HJ Development - N of 155th\3 Design\CAD\PlanSheets\C6-UTILITY PLAN - EAST.dwg December 13, 2022 - 4:36pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORUTILITY PLANC600ORCHARD PLACEN OF 155THHJ DEVELOPMENTAPPLE VALLEYMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.WILLIAM D. MATZEK, P.E.10/05/202245790DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16097500612/16/2022AS SHOWNACLGARACLUTILITY PLAN NOTES 1.ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2.SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP 6" PVC SCHEDULE 40 PER ASTM D-1785 DUCTILE IRON PIPE PER AWWA C150 3.WATER LINES SHALL BE AS FOLLOWS: 6" AND LARGER, PVC C-900 PER ASTM D 2241 CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 4" AND LARGER DUCTILE IRON PIPE PER AWWA C150 SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PER ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 4.MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 5.ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 6.ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). 7.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES. 8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 9.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 10.TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS. 11.ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 12.EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 13.REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 14.CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF APPLE VALLEY AND/OR STATE OF MINNESOTA WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19.BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20.ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21.ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. NORTH SANITARY SEWER MANHOLE STORM SEWER SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED LANDSCAPE KEYNOTESLANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) STONE BENCH (TYP.) TABLE AND CHAIRS (TYP.) SHRUB / PERENNIAL BED (TYP.)DDDA B B B A B BB B B B B B B B B B B B B B B B B D D D D D D D D C C B B DDDE C PROPOSED VET CLINIC± 6,366 SF ±0.83 AC PROPOSED MOB ± SF ±5.41 AC 155TH ST WENGLISH AVE - BY OTHERSFUTURE DEVELOPMENT ±2.65 AC DOG RUN FUTURE DEVELOPMENT ±3.17 AC PILOT KNOB RDB B B B B B B D D D D A A CONIFEROUS TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE ERC 7 JUNIPERUS VIRGINIANA EASTERN RED CEDAR B & B 6` HT. NWS 6 PICEA ABIES NORWAY SPRUCE B & B 6` HT. WHP 7 PINUS STROBUS WHITE PINE B & B 6` HT. ORNAMENTAL TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE ALS 7 AMELANCHIER X GRANDIFLORA `AUTUMN BRILLANCE`AUTUMN BRILLANCE SERVICEBERRY CLUMP B & B 6` MULTI-TRUNK PRC 7 MALUS IOENSIS `PRAIRIE ROSE`PRAIRIE ROSE CRABAPPLE B & B 2" CAL MIN OVERSTORY TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE BOL 7 TILIA AMERICANA `BOULEVARD`BOULEVARD LINDEN B & B 2.5" CAL. HCK 6 CELTIS OCCIDENTALIS COMMON HACKBERRY B & B 2.5" CAL. IHL 8 GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL`IMPERIAL HONEYLOCUST B & B 2.5" CAL. KCY 7 GYMNOCLADUS DIOICA `ESPRESSO`ESPRESSO KENTUCKY COFFEETREE B & B 2.5" CAL. NPO 7 QUERCUS ELLIPSOIDALIS NORTHERN PIN OAK B & B 2.5" CAL. PLANT SCHEDULE - MEDICAL OFFICE BUILDING A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) STONE BENCH (TYP.) SOD (TYP.) BIKE RACK (TYP.) A B C D E CONIFEROUS TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE NWS 3 PICEA ABIES NORWAY SPRUCE B & B 6` HT. ORNAMENTAL TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE ALS 3 AMELANCHIER X GRANDIFLORA `AUTUMN BRILLANCE`AUTUMN BRILLANCE SERVICEBERRY CLUMP B & B 6` MULTI-TRUNK PRC 3 MALUS IOENSIS `PRAIRIE ROSE`PRAIRIE ROSE CRABAPPLE B & B 2" CAL MIN QUA 3 POPULUS TREMULOIDES QUAKING ASPEN B & B 2" CAL MIN OVERSTORY TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE BOL 3 TILIA AMERICANA `BOULEVARD`BOULEVARD LINDEN B & B 2.5" CAL. IHL 3 GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL`IMPERIAL HONEYLOCUST B & B 2.5" CAL. KCY 4 GYMNOCLADUS DIOICA `ESPRESSO`ESPRESSO KENTUCKY COFFEETREE B & B 2.5" CAL. SGM 3 ACER X FREEMANII `SIENNA`SIENNA GLEN MAPLE B & B 2.5" CAL. PLANT SCHEDULE VET CLINIC This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\AVR - Orchard Place\HJ Development - N of 155th\3 Design\CAD\PlanSheets\L1-LANDSCAPE PLAN.dwg December 13, 2022 - 4:37pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPE PLANL100ORCHARD PLACEN OF 155THHJ DEVELOPMENTAPPLE VALLEYMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.MITCHELL G. COOKAS, PLA10/05/202256522DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16097500612/16/2022AS SHOWNCFKCFKMGCLANDSCAPE ISLANDS REQUIRED:4,711 S.F. = 235,520 S.F. (2%) = AREA * .02 LANDSCAPE ISLANDS PROVIDED:4,958 S.F. ISLAND TREE PLANTINGS REQUIRED:32 - 2.5" CAL. TREES = 4,711 S.F. OF ISLAND AREA / 150 S.F. ISLAND TREE PLANTINGS PROVIDED:32 - 2.5" CAL. TREES PROVIDED SHRUB / PERENNIAL BED: 11,382 S.F. CODE REQUIRES THAT TOTAL COST OF THE LANDSCAPING ON-SITE SHALL BE EQUAL TO 2.5% OF THE TOTAL CONSTRUCTION COST. LANDSCAPE SUMMARY - MEDICAL OFFICE BUILDING NORTH LANDSCAPE ISLANDS REQUIRED:725 S.F. = 36,235 S.F. (2%) = AREA * .02 LANDSCAPE ISLANDS PROVIDED:910 S.F. ISLAND TREE PLANTINGS REQUIRED:5 - 2.5" CAL. TREES = 725 S.F. OF ISLAND AREA / 150 S.F. ISLAND TREE PLANTINGS PROVIDED:5 - 2.5" CAL. TREES PROVIDED SHRUB / PERENNIAL BED: 2,903 S.F. CODE REQUIRES THAT TOTAL COST OF THE LANDSCAPING ON-SITE SHALL BE EQUAL TO 2.5% OF THE TOTAL CONSTRUCTION COST. LANDSCAPE SUMMARY - VET BUILDING This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\AVR - Orchard Place\HJ Development - N of 155th\3 Design\CAD\PlanSheets\L1-LANDSCAPE DETAILS.dwg December 13, 2022 - 4:37pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPEDETAILSL101ORCHARD PLACEN OF 155THHJ DEVELOPMENTAPPLE VALLEYMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.MITCHELL G. COOKAS, PLA10/05/202256522DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16097500612/16/2022AS SHOWNKHAKHAMGCDOUBLE SHREDDED HARDWOOD MULCH NOTES: 2X ROOT BALL WIDTH SOD 4" TOPSOIL PREPARED PLANTING BED AND BACKFILL SOIL (THOROUGHLY LOOSENED) NOTES: 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. 3.REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS. 4.PLUMB AND BACKFILL WITH PLANTING SOIL. 5.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 6.BACK FILL VOIDS AND WATER SECOND TIME. 7.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 8.MIX IN 3-4" OF ORGANIC COMPOST. 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING. 3.SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4.SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 5.BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 6.PLUMB AND BACKFILL WITH PLANTING SOIL. 7.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 8.BACK FILL VOIDS AND WATER SECOND TIME. 9.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10.FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. PLANTING SOIL ON CENTER SPACING AS STATED ON PLAN. EXTEND HOLE EXCAVATION WIDTH A MINIMUM OF 6" BEYOND THE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED TREE PLANTING DETAIL SCALE: N.T.S.L1011 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.L1012 1/2"FINISHED GRADE AT LAWN, 1/2" BELOW TOP OF DIVIDER. LAWN SIDE "BLACK DIAMOND" EDGING BY VALEEY VIEW SPECIALTIES CO. USE 20 FT. LENGTHS. USE KNURLED CONNECTOR AT SPLICES, USE CORNER, TEE, VEE, OR WIDE ANBLE CONNECTORS AT ANGLE 10" X 7/8" METAL ANCHOR STAKES AT 48" O.C., AND AT CHANGES. EACH END. PLASTIC DIVIDER: FINISHED GRADE AT SHRUBS/ PERENNIALS, 1" BELOW TOP OF DIVIDER. PLANTING BED 1"POLY EDGER DETAIL SCALE: N.T.S.L1013 1.CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5.CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8.PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 17.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND COLORED RED, OR APPROVED EQUAL. ROCK MULCH TO BE BUFF LIMESTONE, 1 1/2" TO 3" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 18.EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BE SODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 20.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. 21.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 24.MAINTAIN TREES, SHRUBS, AND OTHER PLANTS UNTIL PROJECT COMPLETION, BUT IN NO CASE, LESS THAN FOLLOWING PERIOD; 1 YEAR AFTER PROJECT COMPLETION. MAINTAIN TREES, SHRUBS, AND OTHER PLANTS BY PRUNING, CULTIVATING, AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING SAUCERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. RESTORE OR REPLACE DAMAGED WRAPPINGS. SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. REPLENISH MULCH TO THE REQUIRED DEPTH. MAINTAIN LAWNS FOR 45 DAYS AFTER INSTALLING SOD INCLUDING MOWING WHEN SOD RECITES 4” IN HEIGHT. WEED PLANTING BEDS AND MULCH SAUCERS AT MINIMUM ONCE A MONTH DURING THE GROWING SEASON. PROVIDE A MONTHLY REPORT TO THE OWNER ON WEEDING AND OTHER MAINTENANCE RESPONSIBILITIES. LANDSCAPE NOTES 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.C. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:December 21, 2022 S E C T I O N:L and Use / Action I tems Description: A dams/K ent Detached Shed Variance - P C22-28-V S taff Contact: K athy Bodmer, A I C P, Planner Department / Division: Community Development Department Applicant: E ric A dams and Maryn K ent P roject Number: P C22-28-V Applicant Date: 12/7/2022 60 Days: 2/5/2023 120 Days: 4/6/2023 AC T I O N RE Q UE S T E D: Staff reviews variance applications based strictly on State Statutes and City C ode which require the applicant to establish there is a “practical difficulty” present in order for a variance to be granted, and that logical alternatives are not available. Staff is therefore unable to recommend approval of the variance as requested because staff does not find a practical difficulty exists preventing compliance with the code. T he petitioner's letter explains why they do not wish to construct the shed on the southeast, and rear center of the property, but fails to explain why the shed could not be shifted eight feet (8') to the east to comply with the setback requirement. As a result, staff offers the following motion for consideration: To Deny: Recommend denial of the variance to reduce the side yard setback for a 195.5 sq. ft. detached shed from 20' to 12' because the petitioners have failed to provide a practical difficulty that necessitates the issuance of the variance. or To Approve: Recommend approval of the variance based upon the findings listed below (T he Planning C ommission should state its findings for the record to advance to the City Council): S UM M ARY: Eric Adams and his wife Maryn Kent, own the single family property at 12687 Edgemont Curve. T he property is located in the "R-3" (Single family residential, min. lot 11,000 sq. ft.) zoning district. T he property is located on the southeast corner of the intersection of Edgemont C urve and Edinborough Way. T he home is oriented with the front facing north, to Edgemont Curve, while the west side property line abuts the right-of-way of Edinborough Way. T he petitioners constructed a detached shed that is 11.5' x 17' (195.5 sq. ft.) on the west side of their property. Because the west property line abuts a street right-of-way, the minimum required setback is 20' from the west property line. T he property line does not begin at the back of the curb, but instead, 13' from the back of the curb. T hus, a total distance of 33' from the back of the curb is needed to meet the side setback in the R-3 zone. T he C ity was contacted and informed that the detached shed had been constructed on the property; the caller questioned whether the shed met the setback requirements and whether a building permit had been obtained. No building permit was required because the shed is less than 200 sq. ft. T he Building Inspections Department investigated and found the shed to be located 25' from the back of the curb, or 12' from the property line. T he property owners were contacted and informed that, although a building permit was not required to construct the shed, the shed must meet setback requirements of the zoning code. T he petitioners wished to pursue a variance request in order to allow the building to remain where it is currently located. T he petitioners submitted a letter explaining why the variance is requested and the rationale for placing the shed in its current location. T hey did not want to place the shed on the southeast corner of the property because a garden and landscape features are in that area. T he petitioners did not think that the rear center of the lot would be an option because the shed would be clearly visible from the deck and out of character with the neighborhood. T he petitioner's letter states that the lot is unique because it is a corner lot with a larger side yard setback. T he 20' street side setback requirement is a standard street side setback requirement for corner lots in the zoning district. T here are many corner lots throughout the City. T he minimum lot width for a corner lot in the R-3 zoning district is 90'; the subject lot is 98.46' wide; so it is wider than the minimum requirement. T he lot elevation is relatively flat with approximately 2.4' of elevation drop from the northwest to the southwest corners of the lot, a slope of 1.8%. While the owners discuss why they did not choose two other locations in their yard, they did not explain why they could not simply move the building eight feet (8') to the east to meet the setback requirement. Staff does not find any natural terrain or physical lot features that would prevent the petitioners from complying with the setback requirement. B AC K G RO UND: Definition of "P ractical Difficulties": T he applicant proposes to use the property in a reasonable manner not permitted by the zoning provisions of the code; T he plight of the applicant is due to circumstances unique to the property not created by the applicant; and T he variance, if granted, will not alter the essential character of the locality. Economic considerations alone do not constitute practical dif ficulties. F actors for F inding a P ractical Difficulty: In order to grant a variance, the C ity considers the following factors to determine whether the applicant established that there are practical difficulties in complying with the provision(s) of this C hapter (Chapter 155, Zoning): 1. Special conditions apply to the structure or land in question that are particular to the property and do not apply generally to other land or structures in the district or vicinity in which the land is located; 2. T he granting of the proposed variance will not be contrary to the intent of this chapter; 3. T he special conditions or circumstances do not result from the actions of the owner/applicant; 4. T he granting of the variance will not merely serve as a convenience to the applicant, but is necessary to alleviate practical difficulties in complying with the zoning provisions of this Code; and 5. T he variance requested is the minimum variance necessary to alleviate the practical difficulty. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Map Applicant L etter Site P lan Aerial Photo SITE DIAMOND PATHMCAN DREW S RDPILOT KNOB RDEMMER PLECHO LN 12 7 THST W E D IN B O R O U G HWAYEDINB R O O K P A T HEDGE M O N T C U R V ETHELTON WAYCA MP SAC A C C E S S R D E L A NDC T 128THSTWEASTVIEW CTEDEN CTESSE X W A Y E M P RESSCTDURANGOPLEDGEWATERPATHEASTVI EWCU R V DU T C HCTADAMS/KENTSHED VARIANCEµAERIALLOCATION MAP ^ EMMER PL EDINBOROUGH WAYEDGEMONT CURVEDINBOROUGH CIRADAMS/KENTSHED VARIANCEµSITEAREA MAP ^ SITE A R-3 R-3 R-3 R-3 R-3 M-7C M-7C M-7C M-7C M-2C MCANDREWS RD PILOT KNOB RDDIAMOND PATHEMMERPL 12 7 THST W ECHO LNEDINBOROU GHWAYEDINB R O O K P A THEDGE M O N T C U R V CA MP SAC A C C E S S R D E L A ND C T EDEN CTEDGEWATERPATHµ ADAMS/KENT SHED VARIANCE ZONING MAP ^ ADAMS/KENT SHED VARIANCE Source: Google Street View, Front of home looking south Source: NearMap, Dakota County GIS (DCGIS), west side of home looking east 195.5 ft2 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 21, 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, 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. Wednesday, J anuary 18, 2023 - 7:00 p.m. Public hearing applications due by 9:00 a.m. on Wednesday, December 21, 2022. Site plan, variance applications due by 9:00 a.m. on Wednesday, J anuary 4, 2023. Next City Council Meetings: T hursday, December 22, 2022 - 7:00 p.m. T hursday, J anuary 26, 2023 - 7:00 p.m. B AC K G RO UND: N/A B UD G E T I M PAC T: N/A