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HomeMy WebLinkAbout11/02/2022 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. Nov ember 2, 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 October 19, 2022 Regular Meeting B.Approve the 2023 Planning Commission Regular Meeting Schedule 4.Public Hearings A.Orchard Place 4th Addition 1. C onsider establishment of the "MU-BC " (Mixed Use-Business C ampus) zoning district and preparation of a "MU-BC " zoning ordinance. 2. C onsider rezoning from "SG" (Sand and Gravel) to "MU-BC " (Mixed Use -Business Campus). 3. C onsider subdivision of 52.44 acres into four lots and three outlots. 4. C onsider site plan/building permit authorization to allow for construction of two flex business buildings on Lots 1 and 2, Block 1, Orchard Place 4th Addition. 5. C onsider site plan/building permit authorization to allow for construction of veterinary clinic on Lot 1, Block 2, Orchard Place 4th Addition. 6. C onsider site plan/building permit authorization to allow construction of a medical office building on Lot 1, Block 3, Orchard Place 4th Addition. LO C AT IO N: Northwest Corner of 155th Street West and Pilot Knob Road A PPLIC A N T: HJ Development, LLP and Rockport, LLC 5.Land Use / Action Items A.Apple Valley Square 7th Addition 1. Recommend approval of a subdivision by preliminary plat of Lot 2, Block 1, Apple Valley Square 4th Addition, into two lots by Apple Valley Square 7th Addition, subject to conditions. 2. Recommend approval of a variance for the required number of parking stalls from 405 stalls to 340 stalls (65 parking stall variance) for Lot 1, Block 1, Apple Valley Square 7th Addition, subject to conditions. 3. Recommend approval of a conditional use permit for a C lass-II restaurant with drive-through and a variance to reduce the required separation distance for a Class-II restaurant from a residential use from 1,000 ft. to 506 ft. on Lot 2, Block 1, Apple Valley Square 7th Addition, subject to conditions. 4. Recommend approval of a site plan and building permit authorization for a 2,347 sq. ft. Popeyes restaurant on Lot 2, Block 1, Apple Valley Square 7th Addition, subject to conditions. LO C AT IO N: 7575 153rd St W. A PPLIC A N T: Apple Valley Minnesota Realty LLC B.Schuler Shoes Site Plan and Building Permit Authorization Recommend approval of a site plan and building permit authorization for a 7,920 sq. ft. retail building for Schuler Shoes, subject to conditions. LO C AT IO N:15560 English Avenue A PPLIC A N T: LB Apple Valley, LLC 6.Other Business A.Rivers of Life Sketch Plan - Outlot C, Orchard Place 4th Addition (to be platted) - PC22-XX-XXX Sketch plan review of proposed Rivers of Life full service memory care facility on the southwest corner of Pilot Knob Road and 152nd Street West. LO C AT IO N: Southwest corner Pilot Knob Road and 152nd St. W. (to be platted as Orchard Place 4th Addition) A PPLIC A N T: Rivers of Life, HJ Development, Rockport LLC B.Review of Upcoming Schedule and Other Updates Planning Commission - Wednesday, December 7, 2022 - 7:00 p.m. Planning Commission - Wednesday, December 21, 2022 - 7:00 p.m. C ity Council - T hursday, November 10, 2022 - 7:00 p.m. C ity Council - Tuesday, November 22, 2022 - 7:00 p.m. 7.Adjourn Regular meetings are broadcast, live, on C harter C ommunications C able C hannel 180 and on the C ity's website at www.cityof applevalley.org I T E M: 3.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:November 2, 2022 S E C T I O N:Consent A genda Description: A pprove Minutes of October 19, 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 October 19, 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 October 19, 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, David Schindler, Phil Mahowald, Becky Sandahl, and Jeff Prewitt Member(s) Absent: Paul Scanlan, Keith Diekmann City staff members attending: Planner Kathy Bodmer, 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. Planner Bodmer advised that a revised copy of the ordinance amendment for item 4. A. was provided to commissioners. MOTION: Commissioner Schindler moved, seconded by Commissioner Sandahl, approving the agenda. Roll call vote: Ayes - 5 – Nays - 0. 3. CONSENT ITEMS MOTION: Commissioner Sandahl moved, seconded by Commissioner Schindler, approving the minutes of the meeting of September 19, 2022. Roll call vote: Ayes – 5 – Nays – 0. 4. PUBLIC HEARING A. Zoning Ordinance Amendment - §155.999 Penalties Planner Bodmer provided a brief presentation. Commissioner Prewitt asked what prompted a review of this ordinance. Planner Bodmer advised that there was no single event that prompted the change but was rather a lingering update to be made. This will also provide another tool for Code Enforcement. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes October 19, 2022 Page 2 of 3 Commissioner Mahowald advised that the number was written incorrectly (155.99 instead of 155.999) in the supplemental ordinance amendment. Chair Kurtz asked if there were any members of the public in person or virtual who would like to speak. There were no additional comments or questions. Chair Kurtz closed the public hearing. MOTION: Commissioner Sandahl moved, seconded by Commissioner Schindler, to recommend approval of an ordinance amending §155.999 penalties by (1) renumbering and relocating existing §155.999 to §155.294 the “SG” (Sand & Gravel) zoning district and (2) establishing a new §155.999 regarding general penalties in the Zoning chapter. Roll call vote: Ayes – 5 – Nays – 0. B. Apple Valley Square 7th Addition Planner Sharpe provided a brief presentation. Commissioner Mahowald asked if the parking variance attaches to the property. Planner Sharpe stated that staff can work with the City Attorney to craft a condition where the parking demand generated by a potential new user would be similar or equal to the parking demand of the existing user. Commissioner Sandahl commented that extending the brick on the façade as the drive through area will likely be covered by cars and would not be visible most of the time. Commissioner Prewitt asked if the cross parking agreement is being sought. Planner Sharpe stated that it would be a standard condition as part of the existing site. Chair Kurtz asked if there would be no added turn-in lane and access would be through the turn-in near Chase Bank. Planner Sharpe stated that is correct. No additional access is permitted off Cedar Ave. There is also a median that would push traffic towards the front of the building as opposed to being able to make a left turn immediately after turning off Cedar. Chair Kurtz expressed concern for the access off 153rd with the pedestrian traffic in front of Aldi. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes October 19, 2022 Page 3 of 3 Planner Sharpe stated that the City has limited ability to affect onsite operations when impacts affect internal business operations. Commissioner Schindler stated no concerns over parking with this use as typically there are only 10 cars in the drive-through. There have been many different uses in that parking lot over the years and the parking lot has not been full. Commissioner Schindler did state that access off 153rd in front of Aldi would be a concern. Chair Kurtz asked if there were any additional comments or questions from in-person or virtual attendees. With no further comments, Chair Kurtz closed the public hearing. 5. LAND USE None 6. OTHER BUSINESS A. Review of Upcoming Schedule and Other Updates The next Planning Commission meeting is scheduled for Wednesday, November 2, 2022, 7:00 p.m. The next City Council meeting is Thursday, October 27, 2022, 7:00 p.m. 7. ADJOURNMENT Chair Kurtz asked for a motion to adjourn. MOTION: Commissioner Schindler moved, seconded by Commissioner Sandahl, to adjourn the meeting at 7:35 p.m. Roll call vote: Ayes – 5 – Nays – 0. Respectfully submitted, ______________________________________ Breanna Vincent, Planning Department Assistant Approved by the Apple Valley Planning Commission on 11/2/2022 . Jodi Kurtz, Chair I T E M: 3.B. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:November 2, 2022 S E C T I O N:Consent A genda Description: A pprove the 2023 P lanning Commission Regular Meeting Schedule S taff Contact: B reanna Vincent, Planning Department Assistant Department / Division: Community Development Department AC T I O N RE Q UE S T E D: Approve the 2023 Planning C ommission regular meeting schedule, in accordance with adopted policy, on the first and third Wednesdays of each month. S UM M ARY: In accordance with current policy, following is the tentative schedule of regular meetings for the year of 2023. T he calendar includes application deadlines. B AC K G RO UND: Agenda packet preparation will take place on Fridays preceding regular Planning Commission meetings. Regular meetings will be held on the first and third Wednesday of each month. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Calendar s:\planning\private\plancomm\calendars\2023 draft.doc APPLE VALLEY PLANNING COMMISSION 2023 MEETING CALENDAR AND APPLICATION DEADLINES Meetings are held on the first and third Wednesdays of each month at 7:00 p.m. at the Apple Valley Municipal Center, 7100-147th Street West APPLICATION DEADLINE for Public Hearings: Rezonings, Subdivisions, Preliminary Plats, Conditional Use Permits, Comp Plan Amendments, Interim Use Permits Wednesday, 9:00 a.m. APPLICATION DEADLINE for Site Plan Reviews, Variances, Sketch Plans, etc. Wednesday, 9:00 a.m. MEETING DATE Wednesday, 7:00 p.m. December 7, 2022 December 21, 2023 January 4, 2023 January 18, 2023 February 1, 2023 February 15, 2023 March 8, 2023 March 22, 2023 April 5, 2023 April 19, 2023 May 10, 2023 May 24, 2023 June 21, 2023 July 5, 2023 July 19, 2023 August 9, 2023 August 23, 2023 September 6, 2023 September 20, 2023 October 18, 2023 November 8, 2023 November 22, 2023 December 21, 2022 January 4, 2023 January 18, 2023 February 1, 2023 February 15, 2023 March 1, 2023 March 22, 2023 April 5, 2023 April 19, 2023 May 3, 2023 May 24, 2023 June 7, 2023 July 5, 2023 July 19, 2023 August 2, 2023 August 23, 2023 September 6, 2023 September 20, 2023 October 4, 2023 November 1, 2023 November 22, 2023 December 6, 2023 January 4, 2023 January 18, 2023 February 1, 2023 February 15, 2023 March 1, 2023 Annual Mtg. March 15, 2023 April 5, 2023 April 19, 2023 May 3, 2023 May 17, 2023 June 7, 2023 June 21, 2023 July 19, 2023** August 2, 2023 August 16, 2023 September 6, 2023 September 20, 2023 October 4, 2023 October 18, 2023 November 15, 2023** December 6, 2023 December 20, 2023 * Odd date due to Holiday occurrence. ** Only one meeting this month. I T E M: 4.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:November 2, 2022 S E C T I O N:P ublic Hearings Description: Orchard P lace 4th A ddition S taff Contact: Thomas J . L ovelace, City P lanner Department / Division: Community Development Department Applicant: HJ Development, L L P and Rockport, L L C P roject Number: P C22-21-S B Z 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: Open the public hearing, receive comments, and continue the public hearing to the December 7, 2022, meeting. T he C ommission should direct staff to prepare a draft "MU-BC" ordinance, which should identify permitted, conditional and accessory uses, area requirements, and performance standards; for consideration at the December 7, 2022, meeting. S UM M ARY: For your consideration is a request to subdivide 52.44 acres into four lots and three outlots. HJ Development, LLP and Rockport, LLC are also seeking approval of site plan/building permit authorization to allow for construction of two 203,776-sq. ft. flex business buildings on Lots 1 and 2, Block 1, a vet clinic on Lot 1, Block 2 and a two-story/56,595-sq. ft. medical office building on Lot 1, Block 3. Outlot A will be used for storm water management and Outlots B and C will be for future development. 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, consistent with the comprehensive plan designation. No public utilities are currently available to the the site. Approval of any project on the subject property will require the extension of sanitary sewer and watermain, and construction of a storm water infrastructure, which includes sewer lines and ponding. B AC K G RO UND: Comprehensiv e P lan: T he subject property is currently guided "MBC " (Mixed Business Campus) on the 2040 C omprehensive Plan Land Use Map. Mixed Business C ampus areas are intended to be high-quality settings for office campus, office with light industrial, office with biomedical manufacturing, health care facilities, health care training, general office, corporate office, and other higher-intensity employment uses. Mixed retail and commercial service uses that serve the campus and adjacent neighborhoods will be limited in area and to activities that support the employment objectives of the "MBC ". Some examples of supportive uses include lodging, restaurants, daycare, banking, and other retail uses that may support the campus directly as well as adjacent neighborhoods. Such uses should generally be located along County Road 42. T he mix of uses in the "MBC" district includes the following: 55 – 65% office 0 – 20% light industry/manufacturing 10% office warehouse/showroom 5% commercial and retail uses T he Mixed Business C ampus area is distinguished from Mixed Use by its economic development focus, higher intensity uses, and lower residential yield. T he C omprehensive Plan has also identified the area as a high-wage employment area. Types of uses in this area should consist of office, office-showroom, services, medical, health care, research and development, and forms of light industrial that produce minimal noise, odor or other forms of pollution. T 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 flex business is not listed as a permitted or conditional use. T herefore, a rezoning of the property to "MU-BC" (Mixed Use - Business C ampus) shall be required. T his will be a new zoning classification that will be for higher-intensity employment uses and limited commercial and residential uses, in a campus setting that will provide a high level of amenities including landscaping, pedestrian trails and plazas, architectural controls and other features that enhance the public domain. P reliminary Subdiv ision: T he applicant is proposing to subdivide 52.44 acres of property into four (4) lots and three (3) outlots. T he four (4) lots will be used for two flex business buildings, a two-story medical office building and a veterinary clinic. Public street right-of-way will be dedicated that will include the west 60 feet of Pilot Knob Road, an existing roadway that is currently in an easement, the Pilot Knob Road/152nd Street West intersection, sections of 152nd Street West and English Avenue, and small section of 155th Street West. All lots and outlots will abut a public street. Outlot B abuts Pilot Knob Road and 155th Street West. No direct access from those streets will be allowed, therefore, a cross access agreement will be needed that provides access to the outlot from Lot 1, Block 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. As stated previously, a temporary cul-de-sac will be required at the west end of 152nd Street West. A temporary easement shall be dedicated over and across the cul-de-sac outside of the 152nd Street West right-of-way. T his easement will remain in place until the public street is extended further west. Outlot A will be used for storm water ponding purposes, and Outlots B and C will be reserved for future commercial/retail development. A drainage and utility easement shall be dedicated over all of Outlot A. Ten foot (10') wide easements for drainage and utilities, street, sidewalk, streetlights, and tree plantings along the entire perimeter of lots wherever abutting public road rights-of-way and five foot (5') wide drainage and utility easements along all common lot lines shall be dedicated on the final plat. Dakota County Rev iew: Because the proposed subdivision is located adjacent to a county road, it is subject to review by the D akota County Plat C ommission. T he plans will be 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 redeveloped for residential and retail/commercial uses. T he site plan shows the creation of four lots and three outlots. T he two most westerly lots will have a 207,928-sq. ft. building. T he third lot will be the location of a 56,595-sq. ft. two- story medical office building and the fourth lot will be the location of a 6,366-sq. ft. veterinary clinic. Storm water ponding for the proposed development will be located on the most westerly outlot, and the two remaining outlots within the proposed project area will be reserved for future development. Access to the site will be via 155th Street West, an existing roadway, and 152nd Street West and English Avenue, two future roadways. Storm water ponding will be located along the south and west side flex business buildings. A master plan for the sand and gravel mining area shows the location of future ponds in this area. T he ponds should be designed and generally located in the areas identified on the master plan and should be constructed as an amenity. T his would include construction of trails around the ponds that provide that will provide access to the amenity as well as access for maintenance purposes. T he C ity's Civil Engineer has reviewed the site plan and his comments are included in the attached memo. Traffic circulation patterns and ingress and egress to the site shall be designed so as to not have an adverse impact on existing adjacent uses to the south and future uses to the north, east and west. A traffic report shall be prepared that identifies the development's proposed trips that will be generated, their distribution and impacts to public roadways. Ov erall Grading P lan: Grading will be done to prepare the sites for development. T his will include the excavation of the area for the purpose of installing storm water ponding areas. Site grading shall occur in conformance with a final grading plan to be submitted for review and approval prior to issuance of any C ity permits for the proposed development. T he City Engineer has reviewed the grading plans and his comments are included in an attached memo. Av ailability of Municipal Utilities: Sanitary 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. 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. As stated previously, properties within the "MU-BC" zoning district shall provide a high level of amenities that will enhance the public domain, which will include pedestrian trails. T herefore, plans shall be revised that shows pathways adjacent to the storm ponds with connections made to properties within the project area and to sidewalks in the street right-of-way. Street Classifications/Accesses/Circulation: T he site abuts 155th Street West to the south, which is classified as a Minor C ollector. English Avenue will be extended north and intersect with future 152nd Street West. 152nd Street will extend from a 3/4 intersection located along Pilot Knob Road to the east to future J ohnny C ake Ridge Road to the west. T he proposed alignment has been modified from what has appeared on previous plans. T he C ity Engineer has some issues with the proposed modification and will work on an alignment that is beneficial to the to the City and developer. T he proposed alignment of 152nd Street West is shown on Plan 2021-119: Area A of the Mixed-Use Business Campus plan that was prepared for the City by Bolten & Menk. All new street alignments shall be in conformance with the C ity's plans. 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. F lex Business B uildings Site P lan: T he flex business buildings will be located on two lots that will be bounded by future 152nd Street West on the north, future English Avenue on the east, 155th Street West on the south, and sand and gravel mining operations on the west. A ccess to the buildings will from all three streets abutting the property. T he rear lot lines of the two flex buildings run down the center of a shared receiving area. Direct access to the receiving area will be via shared driveways along 152nd and 155th Streets. Additional driveways of 152nd and 155th Streets and English Avenue will provide access to the buildings. A cross access and parking agreement shall be required. A portion of the shared private driveway that intersects with 155th Street West is located on the outlot to the south. T his is problematic and will need to be addressed. T he site plan shows a minimum 15-foot parking setback along the public streets. T he typical minimum setback for that condition is 20 feet. T he plans do not show the location of any outdoor refuse enclosure. All waste material, debris, refuse or garbage shall be kept in an enclosed building or enclosed within a container. T he container shall be completely screened by a wall or an equivalent visual screen. T he screen or enclosed building shall be architecturally compatible with the principal building it serves. T he site plan shows 346 parking spaces on the west lot and the 316 spaces on the east lot. Both properties exceed the minimum required parking. C ity code requires a minimum of 264 spaces. T he flex buildings will be located directly adjacent to an active mining operation. T his will require the mining operator to establish berms that will screen those operations from the proposed development. Building E lev ations: T he flex buildings will be constructed with precast panels in a variety shade of gray. T he panels will have vertical and horizontal score lines and relief panels. T he current zoning code requires industrial buildings shall have a vertical exposed exterior finish of 100% non-combustible, non-degradable and maintenance-free construction materials (such as face brick, natural stone or decorative concrete block but excluding construction materials as sheet or corrugated aluminum, iron, plain or painted plain concrete block or similar). Any decorative concrete block shall be colored only by means of a pigment impregnated throughout the entire block. Exterior roof-top finishes shall preclude the use of exposed or plated metal; any metal surface shall be coated or anodized with a non- reflective, glare-free finish. T he submitted plans show building signage locations on their building elevations. No signage details have been included with their submission. Approval of the site plan/building permit authorization will not constitute any sign approval. A separate sign application will need to be submitted and approved prior to erecting any signs. All signage shall be in conformance with C hapter 154 of the C ity C ode and any special performance standards set forth in the "MU-BC" zoning district. Landscaping: T he landscape plan shows of variety conifers, ornamental and overstory trees on the two properties. Shrub/perennial beds will be located directly adjacent to 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. Islands shall be surrounded by a concrete curb and provided with a weed retardant mesh or plastic sheeting. Islands shall be planted with a minimum 2½-inch diameter tree at the rate of one tree per 150 square feet of island area. T hey indicate that they meet the minimum requirement. Staff would like to see additional landscape islands in the west parking area of Lot 1. Staff also has a concern with the lack of landscaping along the west side of Lot 1. T his will need to be addressed. 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. City code 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 of variety 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 plan indicate that they meet the minimum requirement. Signage: T he submitted plans show building signage, and directional and monument signs on their site plan. Approval of the site plan/building permit authorization will not constitute any sign approval. A separate sign application will need to be submitted and approved prior to erecting any signs. All signage shall be in conformance with C hapter 154 of the C ity C ode and any special performance standards set forth in the "MU-BC " zoning district. Veterinary Clinic Site P lan: A 6,366-sq. ft. vet clinic is proposed to be constructed on a 83-acre lot. Access will be via a drive lane off English Avenue, which will likely be used by any future development on Outlot B. T his will require that a cross access agreement will need to between the two property owners. T he site plan identifies 23 spaces, which is significantly lower than the minimum required 42 spaces. T his will need to be addressed. An outdoor dog run will be located along the south side of the building. T hat should be screened with a combination of a fence and landscaping. Also, all waste shall be handled properly in accordance with applicable ordinances. T he site plan shows a trash enclosure at the northwest corner of the site. T he trash enclosure shall be completely screened by a wall or an equivalent visual screen. T he screen wall or enclosed building shall be architecturally compatible with the principal building it serves. Building E lev ations: T he building elevations show a mix of materials that include a combination of stone and lap and shake siding, with wood timber trim. L andscaping: T he landscape plan show 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. Signage: T he submitted plans shows building signage on the north elevation and directional and monument signs on their site plan. A pproval of the site plan/building permit authorization will not constitute any sign approval. A separate sign application will need to be submitted and approved prior to erecting any signs. All signage shall be in conformance with Chapter 154 of the C ity C ode and any special performance standards set forth in the "MU-BC " zoning district. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Memo L ocation Map Comp Plan Map Z oning Map Preliminary P lat Plan S et Elevations Elevations Elevations Elevations CITY OF MEMO Public Works TO: Tom Lovelace, Planner FROM: Brandon Anderson, PE, City Engineer DATE: October 28, 2022 SUBJECT: Orchard Place 4th Addition Preliminary Plat Review per plan submitted 10/05/2022 General 1.All work and infrastructure within public easements or right of way shall be to City standards. 2.Provide a narrative of how the buildings will be constructed and any impacts. The narrative shall include the following: a.Shoring (if applicable) b.Material Storage. c.Haul routes to and from the site. d.Phasing 3.No construction work shall begin prior to a preconstruction meeting conference with a Public works and a Building Inspections representative. 4.Public Work Department (952-953-2400) shall be notified a minimum of 48 hours for any required water main shut downs and/or connections. 5.All work and infrastructure within public easements or right of way shall be to City standards. 6.Public Work Department (952-953-2400) shall be notified a minimum of 48 hours for any required water main shut downs and/or connections. 7.A public infrastructure project is anticipated for the proposed extension of 152nd Street and construction of WVRP53 Storm water facilities. Plans and specifications shall be completed by the City of Apple Valley. A private installation agreement may be necessary for construction of public infrastructure by developer or the developer can have the City of Apple Valley publicly bid the improvements and provide assessments back to the property. 8.Fiber communications and other small utilities are located within the Right of way and easement are along Pilot Knob Road. Based on grading plan, it may be likely that these utilities will need to be relocated. Permits 9.Provide a copy of the executed Minnesota Department of Health, Minnesota Pollution Control Agency, Met Council, Department of Labor and any other required permits prior to construction. 10. Department of Labor and Industry (DOLI) shall review private utilities. 11. A right of way permit will be required for all work within public easements or right of way. 12. A Natural Resource Management Permit (NRMP) will be required prior to any land disturbing activity commences. 13. Since the site will be disturbing more than 1 acre and creating more than 1 acre of new impervious. The applicant will be subject to the requirements of the State NPDES Construction Stormwater Permit. The applicant must provide proof of permit. Preliminary Plat (Overall Site Plan) 14. Provide traffic impact study showing anticipated trips and distribution of traffic for determination of future access needs and impacts to adjacent roadways. Summary of anticipated traffic to meet AUAR is required. Overall traffic demands may trigger the need to complete road network including Johnny Cake Ridge Road, 152nd and 155th Street. 15. The future road (152nd Street) should be moved so that there is at least 1,000 ft between the intersection to future Johnny Cake Ridge Road. (See attached diagram for the proposed layout). Future 152nd ROW and centerline curves should be modified to match roadway geometrics of attached sketch. 80’ of Right of way should be shown along 152nd. 16. The remaining property adjacent to future 152nd Street does not appear to have a depth to be considered a buildable lot. Site plan should show future Johnny Cake Ridge Road and 152nd to ensure remaining properties can be developed. 17. Future Johnny Cake Ridge Road, 155th Street and 152nd Street should be shown to make sure future parcels can be developed. 18. Outlot A will need to be split to accommodate private driveway entrance from 155th Street. Small private utilities shall be provided to individual lots in defined easement or directly from ROW, not in Outlot A as shown. 19. All of Outlot A shall be dedicated as drainage and utility easement 20. Portion of Outlot B with shared utilities and access shall be dedicated as drainage and utility easement. 21. Access road from Flex Building #2 to 152nd Street should be aligned with future partial access connecting 152nd to CR 42. 22. A 30’ minimum easement is required for shared utilities between lots 1 & 2 of Block 2. 23. Additional 15’ x 110’ easement is required for existing water main at SE corner of Outlot B adjacent to 155th and Pilot Knob. 24. Additional 75’ x 80’ easement is need north of 152nd street to allow construction of proposed utility and street stubs. 25. Additional sidewalk connections should be provided from Flex Buildings 1 & 2 to 152nd Street, 155th Street and English Avenue. 26. Access Restrictions will be required at all locations as determined by City Engineer Storm Sewer, Grading. Drainage, and Erosion Control 27. An additional pretreatment basin (WVR P53.2) shall be constructed near the future low point in 155th Street of the main storm water pond (WVR P53). All of future 155th and JCRR drainage is planned to discharge at this location. Provide a revised ponding layout showing these pre-treatment basins. (See the attached diagram showing the original pond layout) 28. Existing temporary ponding area within Outlot A shall be labeled WVR53.1 29. A 10’ wide 5% max slope behind 155th street and English avenue is required prior to top slopes to pond. Along 155th street with 3:1 slopes this close to ROW will require guard rails which is not acceptable. 30. The modeled HWL is above the catch basin rims in Pilot Knob Road. The feasibility study previously completed for this site indicated a NWL of WVR P53 as 932.0 elevation. The current model shows a NWL of 936.0. The elevation of the ponds needs further analysis. 31. 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. 32. Additional berming to the west of the site may be required to meet Mining CUP requirements. 33. Storm sewer calculations for storm water requirements. (Rational method including Hydraulic grade lines) will need to be provided. 34. 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 35. Per MPCA guidelines and adopted 2018 Storm Water Management Plan and 8’ minimum maintenance access bench shall be provided along the ponds 36. Applicant shall be responsible for maintaining the catch basin sumps located within the private parking lots. A maintenance agreement will be required. 37. Pretreatment of storm water (such as a sump or settling structure) upstream of the storm water basin is required. A sump structure per Apple Valley standard detail plate STO-5S could be used at structure CBMH 102. The sump or settling structure should hold enough capacity such that it does not need to be cleaned out more frequently than once per year. A maintenance agreement will need to be provided. 38. Snow storage should not be placed within any storm water ponding area. 39. Applicant shall provide 4-6 inches of topsoil across the site. 40. A 16.5 foot native buffer will be required around the storm water ponding areas, the applicant has provided a 20 foot buffer. The City will require a signage plan for buffer areas. Buffers shall be placed at lot lines and every 50 feet. 41. Seeding native seed around ponding areas will require a 3 year establishment plan. Refer to the MNDOT-seeding manual for establishment and maintenance recommendations. 1. Ponding areas are intended to provide amenities. Consider trails, benches, and seating areas to meet the intent of the Mixed-Business land use. Additional trail segments shall be constructed around the perimeter of the ponds/pretreatment basins to create a “looping” feature. a. The desired freeboard from adjacent pond/pretreatment basin HWLs to the trails is 1’. 42. Wet ponds and pretreatment basins (both interim and full build-out) shall meet the requirements of the MPCA’s Minnesota Storm Water Manual: Design Criteria for Storm Water Ponds. It is required that public safety be considered in every aspect of pond design. • Wet Ponds • The minimum required total storage volume (Vts) equals the sum of the volume in the permanent pool (Vpp below the outlet elevation) plus live storage allocation for water quality volume (Vwq). Vwq equals 1.0 inch of runoff per new impervious acre. It is required that the Vwq is discharged at no more than 5.66 cubic feet per second per surface area of the pond. Additional storage may be needed to meet the allowable discharge rate of 2.3 cfs per the SWMP for WVR-P53. • It is required that basin outlets have energy dissipation: • The City of Apple Valley specifies that the maximum allowable pipe velocity at basin outlets shall be 6 fps. The velocities of the proposed pretreatment basin outlet pipes exceed 6 fps. • It is highly recommended that where open channels are used to convey runoff to the pond, the channels be stabilized to reduce the sediment loads. • The WVR-P53.1 pond outlet configuration shall be modified to reflect a skimmer structure as the primary outlet and a secondary overflow structure. The skimmer structure shall be located within the embankment and have a submerged pipe into the wet pond. The skimmer structure shall be set to skim up to the 10-year rainfall event. The skimmer structure shall provide 1’ between the NWL and the top of the submerged pipe. The secondary overflow structure shall also be located within the embankment and be constructed per Apple Valley Standard Detail Plate STO-14. The rim elevation of the secondary overflow structure shall be at the HWL. Restricting storm water flow to 2.3 cfs is preferred to be done via pipe size and slope rather than a weir wall with orifice opening to limit the potential for clogging. • Pretreatment Basins/Fore bays • It is required that where a fore bay is installed, direct vehicle/equipment access be provided to the fore bay for sediment removal and other maintenance activities. A 10’ wide maintenance bench, 1’ – 2’ above the NWL, with a maximum slope of 10% should be constructed around the entire perimeter of the pretreatment basins (as shown on the typical section included with the Preliminary Storm water Management Memorandum dated November 27, 2018) in conjunction with the maintenance access. • It is recommended that the fore bays be sized to contain 10 percent of the water quality volume (Vwq) in a pool that is four to six feet deep. Note that the fore bay storage volume counts toward the total permanent pool requirement. Vwq equals 1.0 inch of runoff per new impervious acre. The typical sections of the pretreatment basins should be modified to reflect a six-foot-deep maximum permanent pool. • It is recommended that the fore bays be designed with a surface area equivalent to 10 percent of the pond permanent pool surface area or equivalent to 0.1 percent of the drainage area. • The pretreatment basin typical sections should reflect a 6’ permanent pool depth. • It is highly recommended that flows from fore bays enter the permanent pool area with non-erosive outlet conditions. • The outflow pipe velocities from the pretreatment basins to the wet ponds are significantly above 6 fps. To alleviate the demand on the outlet pipe, the outlet pipe should be designed with capacity to handle the 10-year rainfall event. Rainfall events larger than the 10- year can be conveyed to the wet ponds via an overland open channel. The recommended maximum velocity for overland discharge is 4 fps. • Skimming shall be provided at each of the pretreatment basins to prevent floating debris from entering the main wet ponds. The outlets from the pretreatment basins shall be modified to incorporate a skimmer structure (within the embankment) and a submerged pipe in the pretreatment basin. The skimmer structure shall be set to skim up to the 10-year rainfall event. The skimmer structure shall provide 1’ between the NWL and the top of the submerged pipe. • Maintenance Access • It is required that adequate maintenance access be provided. The City of Apple Valley requires a minimum width of 8 feet. If feasible, it is recommended that the access be 10 feet wide, have a maximum slope of 10 percent, and be appropriately stabilized for use by maintenance equipment and vehicles. • It is required that the maintenance access extends to the fore bay, access bench, riser, and outlet, and allows vehicles to turn around. • The maintenance access should be covered by drainage and utility easement and be clearly denoted on plans. The proposed easement should be shown with the proposed grading to verify that the easement encompasses all the proposed improvements. • Pond Buffers and Setbacks • It is highly recommended that a pond buffer extending a minimum of 16.5 feet outward from the maximum water surface elevation of the pond be provided. Permanent structures (e.g., buildings) should not be constructed within the buffer. • Restoration/Landscape plan should indicate required buffer area above the HWL. • Pond Emergency Spillway/EOF • Indicate the emergency spillway path that will pass storms in excess of the ponds hydraulic design or if the permanent outlet pipe/structure fails. 43. The channel along the western property line in the interim condition shall be designed to prevent erosion from occurring in the open channel. The recommended maximum velocity for overland discharge is 4 fps. Consider redesigning the swale with approximately an 8 foot slope drop due to a high erosion potential. 44. This project is located in the East Lake watershed; East Lake is impaired due to phosphorus. Per the Apple Valley SWMP Policy 6.4, enhancements to the pond and filtration basin to capture dissolved phosphorus are recommended. 45. This project is within 1 mile of East Lake. Projects that drain to a water impaired for phosphorus, turbidity, TSS, DO or aquatic biota, and that are within a one-mile distance of that impaired water, are required to comply with sections 23.9 and 23.10 of the Minnesota NPDES Construction Permit. Portions of this project will be required to comply with sections 23.9 and 23.10: • 23.9 - Permittees must immediately initiate stabilization of exposed soil areas, as described in item 8.4, and complete the stabilization within seven (7) calendar days after the construction activity in that portion of the site temporarily or permanently ceases. [Minn. R. 7090] • 23.10 - Permittees must provide a temporary sediment basin as described in Section 14 for common drainage locations that serve an area with five (5) or more acres disturbed at one time. [Minn. R. 7090] 46. Provide CAD drawings of the proposed contours and site improvements to the City Engineer. 47. Provide Hydro CAD modeling files to the City Engineer. 48. The Storm water Management Memorandum shall be reviewed and approved by City Engineer. 49. Final grading, drainage, and erosion control plan shall be reviewed with the construction plans and approved by City Engineer. 50. Provide overall site composite Curve Number (CN) on the plans. 51. Provide the existing and proposed pervious and impervious areas and percentages on the plans. 52. 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. 53. The proposed low opening elevations must be 3’ minimum above the 100-year high water level. Sanitary Sewer and Water main 54. Final locations and sizes of sanitary sewer and water main shall be reviewed with the final construction plans and approved by City Engineer. 55. Additional hydrants will be required to the west of Flex Building #1 56. Additional hydrant will be required at end of service line on Lot 1 Block 3 57. Sanitary Sewer grades (private) shall meet DOLI 2% minimum slopes. Site (Lot 1 Block 3 & Lot 1 Block 2) 58. Provide Auto turn drawing utilizing Apple Valley emergency vehicle to ensure adequate emergency and service vehicle circulation to and from the building. 59. Shared Access Agreement required for Outlot B and Lot 1 Block 2. Landscape & Natural Resources (Overall) 60. Additional screening shall be considered around the buildings, whether temporarily with berming on the western side or permanently with additional landscaping. 61. 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. 62. 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. 63. Only four types of large shade trees are proposed to be planted, and two types of evergreens for the Ponds site plan. Austrian pine and Colorado Spruce are not recommended due to several disease issues. The Vet Clinic, Industrial, and Medical Office Building proposed tree plantings are fairly well diversified. 64. Diversify the tree planting schedule for the Pond site plan (Sheet L100) to follow City Code 152.46 (B): • Size, types, diversification of replacement trees. No more than one-third of the replacement trees shall be of the same species of tree, without approval of the city. Box elder, poplar, willow and silver maple are not permitted as replacement trees. Replacement trees must be no less than the following sizes: (1) Deciduous trees shall be no less than two caliper inches; and (2) Coniferous trees shall be no less than six feet high. 65. 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. 66. 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. S S S S S S SSSSSSS S S SSS S S S S SS S SS S S S SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SSS S S S S S S S S S SS S S S S S SS S S S SS S S S S S SSS S S S S S S S S S S S S S S S SS S S S S S S S S S S S S S S S S SS >>>>>>>>>>> > > >>>>>>>>>>>>>>> > >> >>>>>>>>>> >>>>>> > > >>S S S S S S S SS S S S S S S S S S S S S S S S S S S S S S S SS SS S S S S S S S S S S S SSSS S S S S S S S S S S S S S S S S S S SSS S S S S SS S S S S S S S S S S S S S S S S S S S S S S S S SSS S S S S S S S S S S S S S S S SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S SS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>> > >>>>>>>>>>>>>>>>>>>>SS S SS >>>>>>>>>> >>>>>>>>S S >> > > >>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > >>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>D D D D D D D DD D D D D D D D D D D D D D D D D D D D D D D D D D D D D >>>>>>>>>>>> >>>>>>>>>>>>> > > >>>>>>>>>>>>>>>>>>>>>>> >> >>>>>>>>>>>>>>>>D D D D D D D DD DD D D D D D D D D D D D DD D D D D D D D D D D D D D D DD DD D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D DD D >>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >>>>>>>>ll ll llllM M M M M M M lllM M M M M M M l l llllllllllllllll l l lllllllll l l l lll l l llllll ll lllll ll l l lllllllll lllllllllllllllllllllll lYYYllll lll ll lll ll l l l l llllllll lll llllllll lllll llllllll l l llllllllllllEE E E XXXH HEIGHT BAR>>>>>>>>llllllll>lllllllllllllllllllllllllllll l l l>>>>>>>> >>>>>> > >>>>> > > > > > > > > l l l l l l l l l>>>>>lllllllllllll l l l l l l l l l l l l l lllll >>>>>>>>>>>>>> 155th StreetJohnny Cake Ridge Road157th StreetPilot Knob Road (CSAH 31)Flagstaff Avenue150th Street (CSAH 42) 153rd Street 152nd Street EvergladeAvenueFairfield DriveEnglishAvenueEnglish Avenue1,000' SPACING EXISTING PONDS FUTURE PARTIAL ACCESS SUBJECT TO DAKOTA COUNTY ACCESS SPACING GUIDELINES FEETSCALE 0 250 500 H:\APVA\0N1123471\CAD\C3D\MISC-2021-119-Flex Building Sketch.dwg 7/14/2022 3:06:35 PMR 2021-119: Area A of Mixed Use Campus City of Apple Valley July 2022 R 60 FOOT HIGHWAY EASEMENTPER DOC. NO. 466088NORTHEAST CORNER OF THE SOUTHEASTQUARTER OF SEC. 35 TWP. 115 RGE 20HIGHWAY NO. 31 (PILOT KNOB ROAD) COUNTY STATE AID 190 187 353 29215244 192 NORTH LINE OF ORCHARDPLACE 2ND ADDITION1235,517.479 SF5.407 ACSOUTH LINE OF NE 1/4 OFSEC. 35, TWP. 115, RGE. 20EAST LINE OF THE NE 1/4 OF SEC. 35, TWP. 115, RGE. 204545454545454545 40 45 40 45 EN G L I S H 152ND STREET WEST136,226.572 SF0.832 AC61 135101 147 51054 1OUTLOT B115,574.564 SF2.653 AC6 9547 1092484,028.447 SF11.112 ACROW53,010.738 SF1.217 ACOUTLOT A380,952.115 SF8.745 AC1453,140.248 SF10.403 ACOUTLOT C137,795.734 SF3.163 AC45 45 4545 2340224829213434432053924991016371929395 37747161 191 190 478 187 90ROW388,173.090 SF8.911 AC45 4594 ΔΔAVENUE155TH STREET WEST97.48 115WEST LINE OF ORCHARDPLACE 2ND ADDITION13TOTAL SITE AREA2,284,418.987 S.F.52.443 AC.DATE____________ REG. NO._________I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA.PRELIMINARY PLATAPPLE VALLEY,MINNESOTA11PM9-30-2022AS SHOWN18106.00PLYMOUTH, MN 554472655 CHESIRE LANE NORTHHJ DEVELOPMENTPRELIMINARY PLAT DESCRIPTIONThat part of the North Half of the Southeast Quarter of Section 35, Township 115 North, Range20 West, Dakota County, Minnesota lying westerly of ORCHARD PLACE 2ND ADDITION,according to the recorded plat thereof, and part of the Northeast Quarter of said Section 35described as follows:Commencing at the southeast corner of said Northeast Quarter of Section 35; thence on anassumed bearing of North 0 degrees 14 minutes 12 seconds West, along the east line ofsaid East Half of the Northeast Quarter, a distance of 97.48 feet to the point of beginning ofthat part of said Section 35 to be described; thence continuing North 0 degrees 14 minutes12 seconds West, along said east line, a distance of 1277.45 feet; thence South 89 degrees53 minutes 53 seconds West a distance of 1001.77 feet; thence westerly and northwesterlya distance of 536.20 feet along a tangential curve concave to the northeast having a radiusof 455.00 feet and a central angle of 67 degrees 31 minutes 15 seconds; thence South 67degrees 25 minutes 09 seconds West, not tangent to said curve, a distance of 90.00 feet;thence southeasterly a distance of 218.99 feet along a nontangential curve concave to thenortheast having a radius of 545.00 feet, a central angle of 23 degrees 01 minutes 19seconds and the chord of said curve bears South 34 degrees 05 minutes 31 seconds East;thence South 44 degrees 23 minutes 49 seconds West, not tangent to last described curve,a distance of 133.84 feet; thence South 7 degrees 29 minutes 20 seconds West a distanceof 811.05 feet; thence West a distance of 482.16 feet; thence South a distance of 562.97feet; thence North 89 degrees 57 minutes 33 seconds East a distance of 442.36 feet to thewest line of said ORCHARD PLACE 2ND ADDITION; thence North 0 degrees 34 minutes 34seconds West, along said west line, a distance of 120.00 feet to the northwest corner of saidORCHARD PLACE 2ND ADDITION; thence North 89 degrees 57 minutes 33 seconds East,along the north line of said ORCHARD PLACE 2ND ADDITION, a distance of 1629.50 feetto the point of beginning.BEING 5 FEET IN WIDTH AND ADJOINING SIDELOT LINES,UNLESS OTHERWISE INDICATED,AND 10 FEET IN WIDTH AND ADJOININGSTREET RIGHT-OF-WAY LINES, UNLESSOTHERWISE INDICATED.DRAINAGE AND UTILITY EASEMENTSARE SHOWN THUS5510 10 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 September 30, 2022 - 12:29pmBYREVISIONSNo.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 DRAWING INDEX C00 COVER SHEET C100 GENERAL NOTES C400 SITE PLAN - OVERALL C401 SITE PLAN - EAST C402 SITE PLAN - WEST C500 GRADING PLAN OVERALL C501 GRADING PLAN - EAST C502 GRADING PLAN - WEST C503 GRADING PLAN - SOUTH C504 GRADING DETAILS C600 UTILITY PLAN - OVERALL C601 UTILITY PLAN - EAST C602 UTILITY PLAN - WEST L100 LANDSCAPE PLAN - OVERALL L101 LANDSCAPE PLAN - EAST L102 LANDSCAPE PLAN - WEST L103 LANDSCAPE DETAILS 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 PROJECT16097500610/05/2022AS SHOWNACLGARWDM 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 September 30, 2022 - 12:29pmBYREVISIONSNo.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 PROJECT16097500610/05/2022AS SHOWNACLGARWDMPREPARED FORGENERAL NOTESC100ORCHARD PLACEN OF 155THHJ DEVELOPMENTAPPLE VALLEYMINNESOTA 155TH ST WENGLISH AVE - BY OTHERSSTORMWATER MANAGEMENT AREASTORMWATER MANAGEMENT AREA PILOT KNOB RDPROPOSED VET CLINIC± 6,366 SF ±0.83 AC LOT 2 ±10.40 AC LOT 1 ±11.10 AC PROPOSED MOB ± TBD ±5.41 AC FUTURE DEVELOPMENT ±2.65 AC FUTURE DEVELOPMENT ±3.17 AC 152ND STREET FLEX BUSINESS BUILDING #1 ± 203,776 SF FLEX BUSINESS BUILDING #2 ± 203,776 SF PREPARED FORSITE PLAN -OVERALLC400ORCHARD 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 PROJECT16097500610/05/2022AS SHOWNACLGARWDMPROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE 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 - OVERALL.dwg September 30, 2022 - 12:29pm©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 PLAN PREPARED BY OTHERS. SITE DATA TABLE FLEX BUSINESS BUILDING #1 LOT AREA ±11.10 ACRES PROPOSED BUILDING AREA ±203,776 SF REQUIRED PARKING TBD PROPOSED PARKING 345 STALLS FLEX BUSINESS BUILDING #2 LOT AREA ±10.40 ACRES PROPOSED BUILDING AREA ±203,776 SF REQUIRED PARKING TBD PROPOSED PARKING 316 STALLS PROPOSED MOB LOT AREA ±5.41 ACRES PROPOSED BUILDING AREA TBD REQUIRED PARKING TBD PROPOSED PARKING 387 STALLS PROPOSED VET CLINIC LOT AREA ±0.83 ACRES PROPOSED BUILDING AREA ±6,366 SF REQUIRED PARKING 16 STALLS PROPOSED PARKING 23 STALLS NORTH 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 ±0.83 AC PROPOSED MOB ± SF ±5.41 AC G 5.0'51.0' 6.0' 17.1'25.0'155TH ST W 24.0' 6.0'40.0'18.5'25.0'40.0'28.0'40.0'25.0'40.0'25.0'40.0'28.0'46.0'28.0'40.0'28.1'25.0' 25.0 ' 24.0' 25.0' 25.0' 24.0'4.0'18.0' 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 OTHERSSTORMWATER MANAGEMENT AREA FUTURE DEVELOPMENT ±2.65 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 9.0'20.0'0.9'PREPARED FORSITE PLAN - EASTC401ORCHARD 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 PROJECT16097500610/05/2022AS 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 September 30, 2022 - 12:29pm©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 A A A A A E D E D E D E D E D E D E D G G G G G G G I I I I I I I I I I I I I I I I I6.0'800.0'6.0' K K K K K K K K K K K K J J J J J J J N N N N N N N L L L L L L L L L L L L L L L L L L L L L H H H A 9.0'18.5'30.1'25.0'6.0'260.0' 30. 0 '38.0'9.0'OO O O O O ENGLISH AVE - BY OTHERS190.1' 260.0'9.0'18.5' 9.0'18.5'25.0'20.0'20.0'25.0'18.5'9.0'18.5'9.0'25.0' 2 5 . 0 ' 9.0'18.5'25.0'30.1' 9.0'18.5'25.0'9.0'18.5'25.0'18.5'9.0'18.5' 25.0' 25.0'32.0'9.0'18.5' 25.0' 18.5'9.0'20.0'20.0' 25.0' 25.0'9.0'18.5'29.3'20.0'20.0'9.0'25.0' 25.0'9.0'18.5' 25.0' 25.0 '9.0'18.5' 25.0' 6.0' 9.0'18.5'25.0'9.0'18.5'70.1' 15' PARKING SETBACK 15' PARKING SETBACK PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE STORMWATER MANAGEMENT AREA E D G N FLEX BUSINESS BUILDING 2 ± 208,000 SF LOT ±11.1 AC800.0'FLEX BUSINESS BUILDING 1 ± 208,000 SF LOT ±10.4 AC R37. 8' R31. 0' R30. 0 ' 152ND STREET PREPARED FORSITE PLAN - WESTC402ORCHARD 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 PROJECT16097500610/05/2022AS SHOWNACLGARACLThis 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 - WEST.dwg September 30, 2022 - 12:29pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONKEYNOTE 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 DESIGNS BY OTHERS HEAVY DUTY ASPHALT PAVEMENT B612 CURB & GUTTER (TYP.) NOT USED FLAT CURB COMMERCIAL DRIVEWAY APRON A B C D E F G H I J K L M N O SITE 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.KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8.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. 9.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 10.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. 11.REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 12.REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 13.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 14.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 15.ALL PARKING STALLS TO BE 9' IN WIDTH AND 18.5' IN LENGTH UNLESS OTHERWISE INDICATED. 16.FOR OFFSITE IMPROVEMENTS, SEE THE PLANS PREPARED BY OTHERS. PROPOSED CURB AND GUTTER PROPERTY LINE SETBACK LINE PROPOSED STANDARD DUTY ASPHALT PROPOSED STORMWATER MANAGEMENT AREA PROPOSED CONCRETE SIDEWALK LEGEND PROPOSED HEAVY DUTY ASPHALT NORTH DDDDD DD DDDDD 155TH ST WENGLISH AVE - BY OTHERSSTORMWATER MANAGEMENT AREA STORMWATER MANAGEMENT AREA PILOT KNOB RD VET CLINIC FFE: 948.00 MOB FFE: 949.00 FUTURE DEVELOPMENT FUTURE DEVELOPMENT 152ND STREET FLEX BUSINESS BUILDING #2 FFE: 949.50 DOCK: 945.50 FLEX BUSINESS BUILDING #1 FFE: 949.50 DOCK: 945.50 5.9 5 %1.61% 1 . 7 0%1.53%1.5 4 % 1.80% 1.62% 1.36% 1.53% 1.08 % 1.37% 1.55% 1.72% 1. 9 5 %2.66%2.75%3.97%1.39% 1.29% 1.25% 2.10 %2.19%5.82% 4.86%2.47%2.16%2.14%7.08%4.48 % 16.93% 6.85% 11.27% 1.19% 1.49% 2.64%1.79%1.32%1.61% 1.2 8 % 2.1 4 % 2.4 8 %2.28%1 . 4 3% 1.80% 2. 2 0 %2.25% 930 930 935 935 940 940 945 9 3 0 930 930935935 935940940940 945945945 940 945945 930 940940945945945945 945950950 945950945945 945 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 - OVERALL.dwg September 30, 2022 - 12:30pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGRADING PLAN -OVERALLC500ORCHARD 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 PROJECT16097500610/05/2022AS SHOWNACLGARWDMNORTH GRADING PLAN NOTES 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. 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 155TH ST WENGLISH AVE - BY OTHERSSTORMWATER MANAGEMENT AREA PILOT KNOB RDVET CLINIC FFE: 948.00 MOB FFE: 948.00 FUTURE DEVELOPMENT FLEX BUSINESS BUILDING #2 DDDDDST-43 RE:947.08 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:948.15 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:948.26 IE:935.75 N IE:935.75 S IE:935.75 W 67 LF - 24" HDPE @ 1.03% ST-50 RE:946.89 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:946.86 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:943.85 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:948.17 948.00 948.00 948.00 948.00 947.37 947.00 948.00 948.26 949.00 949.00 949.00 949.00 949.00 949.00 949.00 949.00 948.88948.79 948.96 948.86 948.80 948.41 948.64 948.88 948.88 948.66 943.62 943.62 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:946.73 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:950.22 G:949.68 G:949.50 G:949.22 G:947.92 G:948.75 G:947.82 G:948.34 G:948.04 G:947.81 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:947.95 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:948.89 G:948.88 G:949.11 G:948.65 G:948.40 G:948.84 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:947.59 G:947.70 G:947.73 G:947.67 G:947.70 G:947.64 G:947.71 G:947.65 G:948.30 G:948.35 G:948.33 G:947.96 G:948.17 G:948.91 G:947.39 G:947.18 2.41%8.83%14.53%1. 4 1 % 1. 2 0 % 1. 0 0 % 1.15%2.27%1.97%1.95% 1.89 % 1.86% 1.85%2.03%1.80%1.44%1.70%1.73%1.33%1.12% 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 %2.47% 2.1 9 % 2.37% 2.53 % 10.37% 10.44% 15.29% 10.78%944945946947948949948 94 8 944 945 946 947 9489 4 4 9 4 5 946 947947 94894994994 7 9489469489499509509 4 9 9 4 7 948947 9 4 7 948948947948949 947947948 948 94 7 947946945944This 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 September 30, 2022 - 12:30pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGRADING PLAN -EASTC501ORCHARD 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 PROJECT16097500610/05/2022AS 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. ENGLISH AVE - BY OTHERS152ND STREET FLEX BUSINESS BUILDING #2 FFE: 949.50 DOCK: 945.50 FLEX BUSINESS BUILDING #1 FFE: 949.50 DOCK: 945.50 SWALE DDDD DD ST-38 RE:940.00 IE:938.36 W 253 LF - 18" HDPE @ 0.50% ST-37 RE:943.28 IE:939.62 S IE:939.62 E 40 LF - 18" HDPE @ 0.50% ST-36 RE:943.28 IE:939.82 N ST-1 RE:947.64 IE:944.14 W 186 LF - 15" HDPE @ 0.44% ST-2 RE:948.53 IE:943.32 E IE:943.32 S 147 LF - 15" HDPE @ 0.44% ST-3 RE:947.77 IE:942.68 N IE:942.68 S 265 LF - 15" HDPE @ 0.44% ST-4 RE:947.55 IE:941.52 N IE:941.52 S 340 LF - 18" HDPE @ 0.44% ST-5 RE:947.35 IE:940.02 N IE:940.02 SE 188 LF - 18" HDPE @ 0.44% ST-18 IE:942.01 E 95 LF - 15" HDPE @ 0.50% 95 LF - 15" HDPE @ 0.50% ST-17 IE:942.00 W 219 LF - 24" HDPE @ 0.50% ST-13 RE:944.60 IE:941.53 E IE:941.53 W IE:941.53 S ST-14 RE:944.02 IE:940.44 N IE:941.52 E IE:941.53 W IE:940.44 S 95 LF - 15" HDPE @ 0.50% ST-19 IE:942.00 W 95 LF - 15" HDPE @ 0.50% ST-20 IE:942.00 E 185 LF - 30" HDPE @ 0.50% ST-15 RE:943.83 IE:939.52 N IE:941.52 E IE:941.52 W IE:939.52 S 95 LF - 15" HDPE @ 0.50% ST-21 IE:942.00 W 95 LF - 15" HDPE @ 0.50% ST-22 IE:942.00 E 203 LF - 30" HDPE @ 0.50% ST-16 RE:943.83 IE:938.51 N IE:941.52 E IE:941.53 W IE:938.51 S 95 LF - 15" HDPE @ 0.50% ST-23 IE:942.00 W 95 LF - 15" HDPE @ 0.50% ST-24 IE:942.00 E 146 LF - 36" HDPE @ 0.50% ST-25 RE:947.88 IE:943.74 SE 160 LF - 15" HDPE @ 0.50% ST-27 RE:948.19 IE:944.05 NE 61 LF - 15" HDPE @ 0.50% ST-26 RE:947.88 IE:942.94 NW IE:943.75 SW ST-28 RE:948.07 IE:944.57 S 32 LF - 15" HDPE @ 0.50% ST-29 RE:947.86 IE:944.41 N IE:944.41 S 64 LF - 15" HDPE @ 0.50% ST-30 RE:947.22 IE:944.09 N IE:942.85 S 28 LF - 18" HDPE @ 0.50% ST-32 RE:947.02 IE:942.99 S IE:942.99 N123 LF - 15" HDPE @ 0.50% ST-31 RE:947.11 IE:943.61 N ST-33 RE:948.00 IE:943.86 S 96 LF - 15" HDPE @ 0.50% 23 LF - 15" HDPE @ 0.50% ST-35 RE:948.20 IE:944.06 NE ST-34 RE:948.08 IE:943.38 N IE:943.94 SW 949.50 945.50 949.50 949.50 949.50 949.50 949.50 949.50 945.50 948.82 946.74 947.62 949.50 945.50 949.22 949.50 949.50 949.50 949.50 949.50 949.50 949.39 949.50 945.50 948.72 948.68 948.74 948.72 948.69 948.71 948.66 948.68 948.70 948.66 948.66 948.65 945.36 945.16 948.58 948.61 948.71 948.70 948.71 948.73 948.61 948.66 T/G:949.00 T/G:949.00 T/G:949.00 T/G:949.00 T/G:949.00 T/G:949.00 T/G:949.00 T/G:949.00 ME:949.10 ME:947.49 ME:946.55 ME:947.33 ME:947.96 937.15 939.45 941.67 943.89 G:947.40 G:948.48 G:948.90 G:947.48 G:946.89 G:944.79 G:945.10 G:949.00 G:948.71 G:948.79 G:948.79 G:948.79 G:949.00 G:948.95 G:948.51 G:948.90 G:945.21 G:944.60 G:944.84 G:947.92 G:948.10 G:948.19 G:948.44 G:948.30 G:948.03 G:948.16 G:947.84 G:948.19 G:947.63 G:948.21 G:948.00 G:948.24 G:947.88 G:947.44 G:947.33 G:947.85 G:947.64 G:948.27 G:948.10 G:948.25 G:947.89 G:947.82 G:948.05 G:948.47 G:948.39 G:948.28 G:948.05 G:948.14 G:948.00 G:947.60 G:947.90 G:948.33 G:945.86 G:946.49 G:944.85 G:947.00 G:946.96 G:944.85 G:948.06 G:948.18 G:949.06 G:949.04 G:949.57 G:949.59 G:949.57 G:944.85 G:944.76 G:944.76 G:945.23 G:948.42 G:948.90 G:948.18 G:948.38 G:948.52 G:949.11 G:950.11 G:948.53 G:948.76 G:950.19 G:949.32 G:948.51 G:948.30 G:948.27 G:948.52 G:949.59 G:949.15 G:948.61 G:948.81 G:948.73 G:948.49 G:947.04 G:944.79 G:945.10 G:948.77 G:948.63 G:948.99 1.71%1.28%1.94% 1.5 4 % 1.49% 1.84 % 1.53% 1.4 1 % 1.45% 1. 3 4 % 1.40% 1.2 4 % 1.12% 1.52 % 1.39% 1.59% 1.52% 1.6 9 %2.98%2.69%2.00% 1.38% 1.30% 1.26% 1.17% 1.00% 1.95%2.20%2.17%1.74%1.97%2.34%2.36%2.23% 0.7 2 % 1.59% 1.56%2.33%2.16%2.1 6 % 1.98% 5.18% 4.66% 1.70% 1.57% 1.59% 1.9 8 % 1.4 3 % 1 . 0 4% 1. 3 0 % 4. 7 0 %943942941940939938938939940941942943944945946947948949947948949 94894 7 9 46 946945945944945945944944944949 9489479469 4 7 9 4 7 948 949 946947948948948949 948 947 946 944 944 947 946945 946 947 948 94 9951 937 936 935 933937949949944This 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 - WEST.dwg September 30, 2022 - 12:30pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGRADING PLAN -WESTC502ORCHARD 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 PROJECT16097500610/05/2022AS 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. FLEX BUSINESS BUILDING #2 FLEX BUSINESS BUILDING #1 DD DDDD ST-6 RE:947.46 IE:939.20 NW IE:939.20 E 134 LF - 24" HDPE @ 0.44% ST-7 RE:947.64 IE:938.61 W IE:938.61 E 189 LF - 24" HDPE @ 0.44% ST-8 RE:947.15 IE:937.78 W IE:937.78 N IE:937.78 E 74 LF - 42" HDPE @ 0.50% ST-9 RE:946.74 IE:937.41 W IE:937.41 E 225 LF - 42" HDPE @ 0.50% ST-10 RE:947.01 IE:936.29 W IE:936.29 S 59 LF - 42" HDPE @ 0.50% ST-11 IE:936.00 N ST-62 IE:930.00 W ST-65 IE:930.00 SW 104 LF - 48" HDPE @ 0.00% 107 LF - 48" HDPE @ 0.00% ST-63 RE:944.46 IE:930.00 E IE:937.00 W ST-66 RE:944.58 IE:930.00 NE IE:937.00 W 200 LF - 48" HDPE @ 1.00% 199 LF - 48" HDPE @ 1.00%ST-64 IE:935.00 E ST-67 IE:935.00 E ST-68 IE:928.00 SE 188 LF - 24" HDPE @ 0.00% OCS-1B RE:938.03 IE:928.00 NW IE:928.00 S 7 LF - 24" HDPE @ 0.00% OCS-1A RE:940.99 IE:928.00 N IE:936.85 S 336 LF - 15" HDPE @ 0.98% ME:948.99 ME:949.56 ME:943.35 ME:950.33 ME:949.83 ME:945.61 ME:951.64 ME:944.25 G:949.59 G:949.21 G:949.15 G:948.26 G:948.91 G:948.41 G:949.28 G:949.40 G:949.70 G:948.33 G:948.32 G:948.39 G:948.20 G:948.41 G:948.18 G:947.38 G:947.12 G:948.41 G:947.56 G:948.30 G:949.48 G:949.87 G:949.71 G:949.87 G:949.51 G:948.49 G:947.73 G:947.16 G:947.11 G:947.93 G:947.70 G:947.86 G:946.361.66%1.61%1.50% 1. 7 5% 3.3 0 %1.02%1.00%5.79 %10.17%4.55%7.04%2.55%2.47%2.33%9:1 9:13:13:13:13:13:13:1 3:1 3:13:13:120:110:13:120:110:13:120:1 10:1 3:1 20:110:13:120:1 10:13:1 20:110:13:13: 1 3:13:13:13:13:13:13:13:110:110:110:110:11 0 : 1930 935929931932933934936 940 945 950 937 938 939 941 942 943 944 946 947 948 949 951 952 94094593893994194294394494694794 8 945944946947948930 935 931 932 933 934 936 940 937 938 939 941 942 943 944 945944946 948 948 9 4 8 948949 9499 4 6 9 4 7 9 4 8 9 4 9 945 944 94694 7 9 4 8 9 4 9 PRETREATMENT BASIN TOP: 943.00 - 945.00 BOT: 930.00 NWL: 937.00 HWL: 942.15 DEAD STORAGE: 4.61 AC-FT LIVE STORAGE: 6.93 AC-FT INFILTRATION BASIN TOP: 945.00 BOT: 928.00 NWL: 936.00 HWL: 940.43 DEAD STORAGE: 19.13 AC-FT LIVE STORAGE: 40.47 AC-FT 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 - SOUTH.dwg September 30, 2022 - 12:30pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGRADING PLAN -SOUTHC503ORCHARD 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 PROJECT16097500610/05/2022AS SHOWNACLGARACLNORTH 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. 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 DETAILS.dwg September 30, 2022 - 12:31pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGRADING DETAILSC504ORCHARD 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 PROJECT16097500610/05/2022AS SHOWNACLGARWDM20' VEGETATED BUFFER 10' SAFETY BENCH VARIES VARIES 20' VEGETATED BUFFER 10' SAFETY BENCHVARIES 100 YR HWL: 940.43 NWL: 936.00 24" RCP 3:1 M A X OUTLET CONTROL STRUCTURE (OCS-1A) 15" OUTLET PIPE10:1 20:110:1 3:1 M A X MINIMUM 2.0' DEPTH CLAY LINER, LINER SHALL CONSIST OF SM, CL OR SC SOIL MATERIAL THAT HAS A MAXIMUM PERMEABILITY OF 1X10^-6 CM/SEC AND A MINIMUM 20 PERCENT PASSING THE #200 SIEVE ±6.0' DEPTH SAND, WITH 3" TOPSOIL. SAND SHALL MEET MNDOT SPEC 3149.2H NATIVE SAND SOILS WET POND WVR-P53.1 TYPICAL SECTION MINIMUM 2.0' DEPTH SAND, WITH 3" TOPSOIL. SAND SHALL MEET MNDOT SPEC 3149.2H IE: 936.85 ELEV. 940.43 FLARED END SECTION IE: 928.00 BOTTOM: 928.00 3:1 MA X OPEN GRATE @ 10-YR HWL OPEN GRATE @ 100-YR HWL ELEV. 938.03 RIP RAP (TYP.) WEIR - 6.5" ORIFICE AT ELEV. 936.85 TOP OF WEIR AT ELEV. 940.43 WVR-P53.1 DRAW DOWN TIMES (HR) DRAW DOWN TO TOP OF VEGETATIVE BUFFER 2-YR 40 10-YR 69 100-YR 132 EL: 929.50 EXISTING SOILS (TYP.) EXISTING SOILS (TYP.) 2' SUMP ELEV. 940.43 OCS-1B ELEV. 938.53 3:1 M A X 10' SAFETY BENCH VARIES VARIES 10' SAFETY BENCH NWL: 937.00 100 YR HWL: 942.15 OUTLET PIPE IE: 937.00 BOTTOM: 930.00 3:1 MA X 10:1 3:1 M A X 3:1 M A X 10:1 3: 1 M A X MINIMUM 2.0' DEPTH CLAY LINER, LINER SHALL CONSIST OF SM, CL OR SC SOIL MATERIAL THAT HAS A MAXIMUM PERMEABILITY OF 1X10^-6 CM/SEC AND A MINIMUM 20 PERCENT PASSING THE #200 SIEVE EXISTING SAND SOILS (TYP.) WVR - P53.2- PRETREATMENT BASIN TYPICAL SECTION VARIES VARIESVARIES TOP OF PRETREATMENT VARIES 943-945WET POND WVR-P53.1 IE: 936.00 FLARED END SECTION 48" INLET IE: 930.00 IE: 926.50 OUTLET PIPE RIP RAP (TYP.) 48" RCP (2) 48" RCP PIPE OPEN GRATE @ 100-YEAR EL: 942.15 DRIVEWAY HYDRANT COVERAGE RADIUS (TYP.)ENGLISH AVE - BY OTHERSFLEX BUSINESS BUILDING 2 FFE: 949.50 DOCK: 945.50 FLEX BUSINESS BUILDING 1 FFE: 949.50 DOCK: 945.50 152ND STREET PROPOSED VET CLINIC FFE: 948.00 MOB FFE: 949.00 155TH STREET FUTURE DEVELOPMENT STORMWATER MANAGEMENT AREA STORMWATER MANAGEMENT AREA FUTURE DEVELOPMENT PILOT KNOB RDThis 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 - OVERALL.dwg September 30, 2022 - 12:31pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORUTILITY PLAN -OVERALLC600ORCHARD 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 PROJECT16097500610/05/2022AS SHOWNACLMJBWDMUTILITY 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 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:939.51 E 74 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 FLEX BUSINESS BUILDING 2 FFE: 949.50 DOCK: 945.50 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 September 30, 2022 - 12:31pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORUTILITY PLAN -EASTC601ORCHARD 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 PROJECT16097500610/05/2022AS 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 CONNECT TO BUILDING COORDINATE WITH MEP IE:939.50 W 50 LF - 8" PVC @ 1.08% SSWR103 RE:948.35 IE:938.96 E IE:938.96 S 373 LF - 8" PVC @ 1.00% SSWR102 RE:949.00 IE:935.24 N IE:935.24 E 770 LF - 8" PVC @ 1.00% SSWR101 RE:948.10 IE:927.54 W IE:927.54 NE 70 LF - 8" PVC @ 1.00% SSWR100 DROP STRUCTURE RE:947.49 IE:926.84 SW ID:926.84 E CONNECT TO BUILDING COORDINATE WITH MEP IE:939.50 E 129 LF - 8" PVC @ 2.00% SSWR500 DROP STRUCTURE RE:947.34 IE:936.92 W IE:927.91 E 6"x6" TEE 6"x6" TEE 6"x6" TEE 6"x6" TEE 6"x6" TEE 6"x6" TEE 6"x4" TEE 6"x4" TEE BEND CONNECT TO EXISTING WATER STUB WITH 6" REDUCER 6" GATE VALVE HYDRANT ASSEMBLY 6" GATE VALVE HYDRANT ASSEMBLY BEND 6" GATE VALVE HYDRANT ASSEMBLY 6" GATE VALVE HYDRANT ASSEMBLY BEND 4" DOMESTIC WATER SERVICE 6" FIRE WATER SERVICE ELECTRIC SERVICE TELECOMM SERVICE NATURAL GAS SERVICE 4" DOMESTIC WATER SERVICE 6" FIRE WATER SERVICE ELECTRIC SERVICE TELECOMM SERVICE NATURAL GAS SERVICE 6" GATE VALVE 6" GATE VALVE HYDRANT ASSEMBLY 6" GATE VALVE HYDRANT ASSEMBLY CONNECT WATER TO 12" STUB IN 155TH STREET ROW WITH 12"x6" REDUCER BEND CONTRACTOR SHALL CONNECT FRANCHISE UTILITIES IN THE ROW. CONTRACTOR TO COORDINATE WITH PRIVATE UTILITY COMPANIES FOR EXACT TIE IN LOCATIONS. FLEX BUSINESS BUILDING 2 FFE: 949.50 DOCK: 945.50 FLEX BUSINESS BUILDING 1 FFE: 949.50 DOCK: 945.50 152ND STREET PROPOSED VET CLINIC BEND BEND 6" GATE VALVE 6"x6" TEE 6"x6" TEE HYDRANT ASSEMBLY ENGLISH AVE - BY OTHERSThis 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 - WEST.dwg September 30, 2022 - 12:31pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORUTILITY PLAN -WESTC602ORCHARD 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 PROJECT16097500610/05/2022AS 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.)DDDDD DD DDD DDMECHMECHDDDDD DD DDDDD PROPOSED VET CLINIC± 6,366 SF ±0.83 AC PROPOSED MOB ± SF ±5.41 AC 155TH ST WENGLISH AVE - BY OTHERSSTORMWATER MANAGEMENT AREA FUTURE DEVELOPMENT ±2.65 AC DOG RUN FUTURE DEVELOPMENT ±3.17 AC PILOT KNOB RDFLEX BUSINESS BUILDING 2 ± 208,000 SF LOT ±11.1 AC FLEX BUSINESS BUILDING 1 ± 208,000 SF LOT ±10.4 AC 152ND STREET STORMWATER MANAGEMENT AREA CONIFEROUS TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE AUP 9 PINUS NIGRA AUSTRIAN PINE B & B WHC 9 THUJA OCCIDENTALIS `WHITE CEDAR`WHITE CEDAR B & B 6` HT. ORNAMENTAL TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE QUA 16 POPULUS TREMULOIDES QUAKING ASPEN B & B 1.5" CAL. RVB 22 BETULA NIGRA RIVER BIRCH MULTI-TRUNK B & B OVERSTORY TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE DCE 18 ULMUS DAVIDIANA JAPONICA `DISCOVERY`DISCOVERY ELM B & B 2.5" CAL. SGM 20 ACER X FREEMANII `SIENNA`SIENNA GLEN MAPLE B & B 2.5" CAL. SWO 24 QUERCUS BICOLOR SWAMP WHITE OAK B & B 2.5" CAL. PLANT SCHEDULE PONDS SEEDING KEYNOTES SEED WITH MNDOT 34-262: WET PRAIRIE SEED MIX BETWEEN NORMAL AND HIGH WATER LINE (TYP.) SEED WITH MNDOT 35-241: MESIC PRAIRIE GENERAL SEED MIX (TYP.) SEED WITH MNDOT 33-261: STORMWATER SOUTH & WEST SEED MIX (TYP.) 34-262 35-241 22-112 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 October 04, 2022 - 3:23pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOROVERALLLANDSCAPE 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, PLAXX/XX/XXXX56522DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16097500610/05/2022AS SHOWNCFKCFKMGCNORTH 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.)DDDDDA 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 DDDDDE C 34-262 35-241 PROPOSED VET CLINIC± 6,366 SF ±0.83 AC PROPOSED MOB ± SF ±5.41 AC 155TH ST WENGLISH AVE - BY OTHERSSTORMWATER MANAGEMENT AREA FUTURE DEVELOPMENT ±2.65 AC DOG RUN FUTURE DEVELOPMENT ±3.17 AC PILOT KNOB RDFLEX BUSINESS BUILDING 2 ± 208,000 SF LOT ±11.1 AC B B B B B B B B B A B B B B B B D D D D D D D D D D A A A A A CONIFEROUS TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE AUP 3 PINUS NIGRA AUSTRIAN PINE B & B CBS 3 PICEA PUNGENS COLORADO SPRUCE B & B ERC 5 JUNIPERUS VIRGINIANA EASTERN RED CEDAR B & B 6` HT. ORNAMENTAL TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE ALS 4 AMELANCHIER X GRANDIFLORA `AUTUMN BRILLANCE`AUTUMN BRILLANCE SERVICEBERRY CLUMP B & B 6` MULTI-TRUNK PRC 5 MALUS IOENSIS `PRAIRIE ROSE`PRAIRIE ROSE CRABAPPLE B & B 1.5" CAL. OVERSTORY TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE BOL 4 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 CBS 2 PICEA PUNGENS COLORADO SPRUCE B & B ORNAMENTAL TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE ALS 2 AMELANCHIER X GRANDIFLORA `AUTUMN BRILLANCE`AUTUMN BRILLANCE SERVICEBERRY CLUMP B & B 6` MULTI-TRUNK OVERSTORY TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE IHL 2 GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL`IMPERIAL HONEYLOCUST B & B 2.5" CAL. KCY 2 GYMNOCLADUS DIOICA `ESPRESSO`ESPRESSO KENTUCKY COFFEETREE B & B 2.5" CAL. SGM 1 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 October 04, 2022 - 3:23pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPE PLAN- EASTL101ORCHARD 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 PROJECT16097500610/05/2022AS 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 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 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 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.) A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) STONE BENCH (TYP.) SOD (TYP.) A B C D DDDD DD DDD DDMECHMECHDD DDD DD DDDDD 34-262 34-262 34-262 35-241 34-262 34-262 34-262 35-241 35-241 35-241 PROPOSEDENGLISH AVE - BY OTHERSSTORMWATER MANAGEMENT AREA DOG RUN FLEX BUSINESS BUILDING 2 ± 208,000 SF LOT ±11.1 AC FLEX BUSINESS BUILDING 1 ± 208,000 SF LOT ±10.4 AC 152ND STREET STORMWATER MANAGEMENT AREA B B B B B B B B B B B B B B B B B B B B B B B B A B B B B B B D D D D D D D D D D D D D D D D D D D D D A A A A A A A CONIFEROUS TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE AUP 8 PINUS NIGRA AUSTRIAN PINE B & B BHS 5 PICEA GLAUCA `DENSATA`BLACK HILLS SPRUCE B & B ERC 4 JUNIPERUS VIRGINIANA EASTERN RED CEDAR B & B 6` HT. WHC 13 THUJA OCCIDENTALIS `WHITE CEDAR`WHITE CEDAR B & B 6` HT. WHP 5 PINUS STROBUS WHITE PINE B & B ORNAMENTAL TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE ALS 18 AMELANCHIER X GRANDIFLORA `AUTUMN BRILLANCE`AUTUMN BRILLANCE SERVICEBERRY CLUMP B & B 6` MULTI-TRUNK QUA 9 POPULUS TREMULOIDES QUAKING ASPEN B & B 1.5" CAL. RVB 2 BETULA NIGRA RIVER BIRCH MULTI-TRUNK B & B OVERSTORY TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE BOL 16 TILIA AMERICANA `BOULEVARD`BOULEVARD LINDEN B & B 2.5" CAL. DCE 13 ULMUS DAVIDIANA JAPONICA `DISCOVERY`DISCOVERY ELM B & B 2.5" CAL. HCK 17 CELTIS OCCIDENTALIS COMMON HACKBERRY B & B 2.5" CAL. IHL 17 GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL`IMPERIAL HONEYLOCUST B & B 2.5" CAL. PLANT SCHEDULE INDUSTRIAL SEEDING KEYNOTES SEED WITH MNDOT 34-262: WET PRAIRIE SEED MIX BETWEEN NORMAL AND HIGH WATER LINE (TYP.) SEED WITH MNDOT 35-241: MESIC PRAIRIE GENERAL SEED MIX (TYP.) SEED WITH MNDOT 33-261: STORMWATER SOUTH & WEST SEED MIX (TYP.) 34-262 35-241 22-112 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 October 04, 2022 - 3:23pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPE PLAN- WESTL102ORCHARD 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, PLAXX/XX/XXXX56522DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16097500610/05/2022AS SHOWNCFKCFKMGCLANDSCAPE ISLANDS REQUIRED:18,733 S.F. = 936,625 S.F. (2%) = AREA * .02 LANDSCAPE ISLANDS PROVIDED:19,000 S.F. ISLAND TREE PLANTINGS REQUIRED:125 - 2.5" CAL. TREES = 18,733 S.F. OF ISLAND AREA / 150 S.F. ISLAND TREE PLANTINGS PROVIDED:125 - 2.5" CAL. TREES = 63 ON INDUSTRIAL SITE + 62 ON POND SITES CODE REQUIRES THAT TOTAL COST OF THE LANDSCAPING ON-SITE SHALL BE EQUAL TO 2.5% OF THE TOTAL CONSTRUCTION COST. LANDSCAPE SUMMARY - FLEX BUILDING NORTH 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 October 04, 2022 - 3:23pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPEDETAILSL103ORCHARD 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 PROJECT16097500610/05/2022AS 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.L1031 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.L1032 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.L1033 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 / 22037 / CITY SUBMITTAL / NWQ 155TH AND ENGLISH AVE.HJ DEVELOPMENT 2655 CHESHIRE LN. N. PLYMOUTH, MN 55447 NWQ 155TH AND ENGLISH AVE. 10-04-2022 22037 CITY SUBMITTAL FLEX BUSINESS BLDG #1 ENGLISH AVE. & 155TH ST W. APPLE VALLEY, MN 55124 NEW CONSTRUCTION SHEET INDEX SHEET # SHEET DESCRIPTION CITY SUBMITTAL: 10-04-2022GENERAL A000 SHEET COVER ● ARCHITECTURAL A100 ARCHITECTURAL SITE PLAN ● A201 SHELL PLAN ● A300 EXTERIOR BUILDING ELEVATIONS ● A000 1 3D IMAGE - CORNER PROPOSED 150TH STREET PROPOSED BUILDING FLEX BUSINESS BUILDING #1 207,928 SF PROPOSED BUILDING FLEX BUSINESS BUILDING #2 207,928 SF PILOT KNOBPROPOSED ENGLISH AVE.155TH STREET NDATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONC:\Revit Projects\22037_OrchardPlaceIndustrial_Building01_Master_jjohnson@mohagenhansen.com.rvtA100 ARCHITECTURAL SITE PLAN J.KAPLAN/ T.MOHAGEN J.JOHNSON 10-04-2022 22037 HJ Developement\OrchardPlaceIndustrial_1And5 CITY SUBMITTAL NWQ 155TH AND ENGLISH AVE. NEW CONSTRUCTION FLEX BUSINESS BLDG #1 ENGLISH AVE. & 155TH ST W. APPLE VALLEY, MN 55124 1" = 50'-0"A100 1 ARCHITECTURAL SITE PLAN NO. DESCRIPTION DATE CITY SUBMITTAL 10-04-2022 A B C D E F G H J K L M N P Q R S 6 4 3 2 1 A300 1 A3002260'-0"50'-0" 50'-0" 50'-0" 50'-0" 60'-0" 5 800'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 100'-0" 50'-0" A300 3 A300 4 HM DOOR AND DOCK STAIR OVERHEAD DOCK DOOROVERHEAD DRIVE-IN DOOR MECH WAREHOUSE MAIN ENTRY MAIN ENTRY MAIN ENTRYSECONDARY ENTRYSECONDARY ENTRY NDATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONC:\Revit Projects\22037_OrchardPlaceIndustrial_Building01_Master_jjohnson@mohagenhansen.com.rvtA201 SHELL PLAN J.KAPLAN/ T.MOHAGEN J.JOHNSON 10-04-2022 22037 HJ Developement\OrchardPlaceIndustrial_1And5 CITY SUBMITTAL NWQ 155TH AND ENGLISH AVE. NEW CONSTRUCTION FLEX BUSINESS BLDG #1 ENGLISH AVE. & 155TH ST W. APPLE VALLEY, MN 55124 1" = 30'-0"A201 1 SHELL PLAN NO. DESCRIPTION DATE CITY SUBMITTAL 10-04-2022 LEVEL-1 100' - 0" T.O. PARAPET-A 134' - 0" A B C D E F G H J K L M N P Q R S CLEAR HEIGHT 128' - 0" T.O. PARAPET-B 136' - 0" STEEL FORM PAINTED PRECAST CONCRETE PANEL (LIGHT GREY) - TYP. BACKLIT SIGNAGE BY OTHERS @ ENTRY - TYP. ALUMINUM FASCIA CANOPY @ ENTRY (BLACK) - TYP. ALUMINUM STOREFRONT WINDOWS (CLEAR ANODIZED) - TYP. HM DOOR (MATCH PRECAST COLOR) - TYP. RANDOM REVEAL PRECAST PANEL PATTERN (LIGHT GREY) METAL PARAPET CAP (MEDIUM GREY) - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL (DARK GREY) - TYP.STEEL FORM PAINTED PRECAST CONCRETE PANEL (MEDIUM GREY) - TYP. METAL PARAPET TALL CAP (MEDIUM) - TYP. LEVEL-1 100' - 0" T.O. PARAPET-A 134' - 0" 6 4 3 2 1 LEVEL-DOCK 96' - 0" CLEAR HEIGHT 128' - 0" T.O. PARAPET-B 136' - 0" 5 STEEL FORM PAINTED PRECAST CONCRETE PANEL (LIGHT GREY) - TYP. ALUMINUM FASCIA CANOPY @ ENTRY (BLACK) - TYP. ALUMINUM STOREFRONT WINDOWS (CLEAR ANODIZED) - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL (MEDIUM GREY) - TYP.HM DOOR (MATCH PRECAST COLOR) - TYP. RANDOM REVEAL PRECAST PANEL PATTERN (LIGHT GREY) METAL PARAPET CAP (MEDIUM GREY) - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL (DARK GREY) - TYP. METAL PARAPET TALL CAP (MEDIUM GREY) - TYP. LEVEL-1 100' - 0" T.O. PARAPET-A 134' - 0" ABCDEFGHJKLMNPQRS LEVEL-DOCK 96' - 0" CLEAR HEIGHT 128' - 0" T.O. PARAPET-B 136' - 0" STEEL FORM PAINTED PRECAST CONCRETE PANEL (LIGHT GREY) - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL (MEDIUM GREY) - TYP. HM DOOR AND DOCK STAIR - TYP. OVERHEAD DOCK DOOR, LEVELERS, AND BUMPERS - TYP. KNOCK OUT PANEL FOR FUTURE OVERHEAD DOOR - TYP. ALUMINUM STOREFRONT CLERESTORY (CLEAR ANODIZED) - TYP. OVERHEAD DRIVE-IN DOCK DOOR - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL BASE (DARK GREY) - TYP. METAL PARAPET TALL CAP (MEDIUM) - TYP. LEVEL-1 100' - 0" T.O. PARAPET-A 134' - 0" 64321 LEVEL-DOCK 96' - 0" CLEAR HEIGHT 128' - 0" T.O. PARAPET-B 136' - 0" 5 STEEL FORM PAINTED PRECAST CONCRETE PANEL (LIGHT GREY) - TYP. ALUMINUM FASCIA CANOPY @ ENTRY (BLACK) - TYP. ALUMINUM STOREFRONT WINDOWS (CLEAR ANODIZED) - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL (MEDIUM GREY) - TYP. HM DOOR (MATCH PRECAST COLOR) - TYP. RANDOM REVEAL PRECAST PANEL PATTERN (LIGHT GREY) METAL PARAPET CAP (MEDIUM GREY) - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL (DARK GREY) - TYP. METAL PARAPET TALL CAP (MEDIUM) - TYP. DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONC:\Revit Projects\22037_OrchardPlaceIndustrial_Building01_Master_jjohnson@mohagenhansen.com.rvtA300 EXTERIOR BUILDING ELEVATIONS J.KAPLAN/ T.MOHAGEN J.JOHNSON 10-04-2022 22037 HJ Developement\OrchardPlaceIndustrial_1And5 CITY SUBMITTAL NWQ 155TH AND ENGLISH AVE. NEW CONSTRUCTION FLEX BUSINESS BLDG #1 ENGLISH AVE. & 155TH ST W. APPLE VALLEY, MN 55124 1" = 30'-0"A300 1 ELEVATION - EAST 1" = 30'-0"A300 4 ELEVATION - SOUTH 1" = 30'-0"A300 3 ELEVATION - WEST 1" = 30'-0"A300 2 ELEVATION - NORTH A300 5 3D IMAGE - CORNER ENTRY STEEL FORM PAINTED PRECAST CONCRETE PANEL (LIGHT GREY) - TYP. BACKLIT SIGNAGE BY OTHERS @ ENTRY - TYP. ALUMINUM FASCIA CANOPY @ ENTRY (BLACK) - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL (MEDIUM GREY) - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL (DARK GREY) - TYP. METAL PARAPET CAP (MEDIUM GREY) - TYP. ALUMINUM STOREFRONT WINDOWS (CLEAR ANODIZED) - TYP. RANDOM REVEAL PRECAST PANEL PATTERN (LIGHT GREY) HM DOOR (MATCH PRECAST COLOR) - TYP. NO. DESCRIPTION DATE CITY SUBMITTAL 10-04-2022 METAL PARAPET TALL CAP (MEDIUM) - TYP. SITE LOCATION AREA MAP 1000 Twelve Oaks Center Drive Suite 200, Wayzata, MN 55391 T: 952-426-7400 F: 952-426-7440PROJECTCLIENTPROJECT ADDRESSDATEPROJECT PHASEPROJ. NO.MohagenHansen.com HJ DEVELOPMENT / 22037 / CITY SUBMITTAL / NWQ 155TH AND ENGLISH AVE.HJ DEVELOPMENT 2655 CHESHIRE LN. N. PLYMOUTH, MN 55447 NWQ 155TH AND ENGLISH AVE. 10-04-2022 22037 CITY SUBMITTAL FLEX BUSINESS BLDG #2 ENGLISH AVE. & 155TH ST W. APPLE VALLEY, MN 55124 NEW CONSTRUCTION SHEET INDEX SHEET # SHEET DESCRIPTION CITY SUBMITTAL: 10-04-2022GENERAL A000 SHEET COVER ● ARCHITECTURAL A100 ARCHITECTURAL SITE PLAN ● A201 SHELL PLAN ● A300 EXTERIOR BUILDING ELEVATIONS ● A000 1 3D IMAGE - CORNER PROPOSED 150TH STREET PROPOSED BUILDING FLEX BUSINESS BUILDING #1 207,928 SF PROPOSED BUILDING FLEX BUSINESS BUILDING #2 207,928 SF PILOT KNOBPROPOSED ENGLISH AVE.155TH STREET NDATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONC:\Revit Projects\22037_OrchardPlaceIndustrial_Building01_Master_jjohnson@mohagenhansen.com.rvtA100 ARCHITECTURAL SITE PLAN J.KAPLAN/ T.MOHAGEN J.JOHNSON 10-04-2022 22037 HJ Developement\OrchardPlaceIndustrial_1And5 CITY SUBMITTAL NWQ 155TH AND ENGLISH AVE. NEW CONSTRUCTION FLEX BUSINESS BLDG #2 ENGLISH AVE. & 155TH ST W. APPLE VALLEY, MN 55124 1" = 50'-0"A100 1 ARCHITECTURAL SITE PLAN NO. DESCRIPTION DATE CITY SUBMITTAL 10-04-2022 A B C D E F G H J K L M N P Q R S 6 4 3 2 1 A300 1 A3002260'-0"50'-0" 50'-0" 50'-0" 50'-0" 60'-0" 5 800'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 100'-0" 50'-0" A300 3 A300 4 HM DOOR AND DOCK STAIR OVERHEAD DOCK DOOROVERHEAD DRIVE-IN DOOR MECH WAREHOUSE MAIN ENTRY MAIN ENTRY MAIN ENTRYSECONDARY ENTRYSECONDARY ENTRY NDATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONC:\Revit Projects\22037_OrchardPlaceIndustrial_Building01_Master_jjohnson@mohagenhansen.com.rvtA201 SHELL PLAN J.KAPLAN/ T.MOHAGEN J.JOHNSON 10-04-2022 22037 HJ Developement\OrchardPlaceIndustrial_1And5 CITY SUBMITTAL NWQ 155TH AND ENGLISH AVE. NEW CONSTRUCTION FLEX BUSINESS BLDG #2 ENGLISH AVE. & 155TH ST W. APPLE VALLEY, MN 55124 1" = 30'-0"A201 1 SHELL PLAN NO. DESCRIPTION DATE CITY SUBMITTAL 10-04-2022 LEVEL-1 100' - 0" T.O. PARAPET-A 134' - 0" A B C D E F G H J K L M N P Q R S CLEAR HEIGHT 128' - 0" T.O. PARAPET-B 136' - 0" STEEL FORM PAINTED PRECAST CONCRETE PANEL (LIGHT GREY) - TYP. BACKLIT SIGNAGE BY OTHERS @ ENTRY - TYP. ALUMINUM FASCIA CANOPY @ ENTRY (BLACK) - TYP. ALUMINUM STOREFRONT WINDOWS (CLEAR ANODIZED) - TYP. HM DOOR (MATCH PRECAST COLOR) - TYP. RANDOM REVEAL PRECAST PANEL PATTERN (LIGHT GREY) METAL PARAPET CAP (MEDIUM GREY) - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL (DARK GREY) - TYP.STEEL FORM PAINTED PRECAST CONCRETE PANEL (MEDIUM GREY) - TYP. METAL PARAPET TALL CAP (MEDIUM) - TYP. LEVEL-1 100' - 0" T.O. PARAPET-A 134' - 0" 6 4 3 2 1 LEVEL-DOCK 96' - 0" CLEAR HEIGHT 128' - 0" T.O. PARAPET-B 136' - 0" 5 STEEL FORM PAINTED PRECAST CONCRETE PANEL (LIGHT GREY) - TYP. ALUMINUM FASCIA CANOPY @ ENTRY (BLACK) - TYP. ALUMINUM STOREFRONT WINDOWS (CLEAR ANODIZED) - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL (MEDIUM GREY) - TYP.HM DOOR (MATCH PRECAST COLOR) - TYP. RANDOM REVEAL PRECAST PANEL PATTERN (LIGHT GREY) METAL PARAPET CAP (MEDIUM GREY) - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL (DARK GREY) - TYP. METAL PARAPET TALL CAP (MEDIUM GREY) - TYP. LEVEL-1 100' - 0" T.O. PARAPET-A 134' - 0" ABCDEFGHJKLMNPQRS LEVEL-DOCK 96' - 0" CLEAR HEIGHT 128' - 0" T.O. PARAPET-B 136' - 0" STEEL FORM PAINTED PRECAST CONCRETE PANEL (LIGHT GREY) - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL (MEDIUM GREY) - TYP. HM DOOR AND DOCK STAIR - TYP. OVERHEAD DOCK DOOR, LEVELERS, AND BUMPERS - TYP. KNOCK OUT PANEL FOR FUTURE OVERHEAD DOOR - TYP. ALUMINUM STOREFRONT CLERESTORY (CLEAR ANODIZED) - TYP. OVERHEAD DRIVE-IN DOCK DOOR - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL BASE (DARK GREY) - TYP. METAL PARAPET TALL CAP (MEDIUM) - TYP. LEVEL-1 100' - 0" T.O. PARAPET-A 134' - 0" 64321 LEVEL-DOCK 96' - 0" CLEAR HEIGHT 128' - 0" T.O. PARAPET-B 136' - 0" 5 STEEL FORM PAINTED PRECAST CONCRETE PANEL (LIGHT GREY) - TYP. ALUMINUM FASCIA CANOPY @ ENTRY (BLACK) - TYP. ALUMINUM STOREFRONT WINDOWS (CLEAR ANODIZED) - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL (MEDIUM GREY) - TYP. HM DOOR (MATCH PRECAST COLOR) - TYP. RANDOM REVEAL PRECAST PANEL PATTERN (LIGHT GREY) METAL PARAPET CAP (MEDIUM GREY) - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL (DARK GREY) - TYP. METAL PARAPET TALL CAP (MEDIUM) - TYP. DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONC:\Revit Projects\22037_OrchardPlaceIndustrial_Building01_Master_jjohnson@mohagenhansen.com.rvtA300 EXTERIOR BUILDING ELEVATIONS J.KAPLAN/ T.MOHAGEN J.JOHNSON 10-04-2022 22037 HJ Developement\OrchardPlaceIndustrial_1And5 CITY SUBMITTAL NWQ 155TH AND ENGLISH AVE. NEW CONSTRUCTION FLEX BUSINESS BLDG #2 ENGLISH AVE. & 155TH ST W. APPLE VALLEY, MN 55124 1" = 30'-0"A300 1 ELEVATION - WEST 1" = 30'-0"A300 4 ELEVATION - NORTH 1" = 30'-0"A300 3 ELEVATION - EAST 1" = 30'-0"A300 2 ELEVATION - SOUTH A300 5 3D IMAGE - CORNER ENTRY STEEL FORM PAINTED PRECAST CONCRETE PANEL (LIGHT GREY) - TYP. BACKLIT SIGNAGE BY OTHERS @ ENTRY - TYP. ALUMINUM FASCIA CANOPY @ ENTRY (BLACK) - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL (MEDIUM GREY) - TYP. STEEL FORM PAINTED PRECAST CONCRETE PANEL (DARK GREY) - TYP. METAL PARAPET CAP (MEDIUM GREY) - TYP. ALUMINUM STOREFRONT WINDOWS (CLEAR ANODIZED) - TYP. RANDOM REVEAL PRECAST PANEL PATTERN (LIGHT GREY) HM DOOR (MATCH PRECAST COLOR) - TYP. NO. DESCRIPTION DATE CITY SUBMITTAL 10-04-2022 METAL PARAPET TALL CAP (MEDIUM) - TYP. SITE LOCATION AREA MAP 1000 Twelve Oaks Center Drive Suite 200, Wayzata, MN 55391 T: 952-426-7400 F: 952-426-7440PROJECTCLIENTPROJECT ADDRESSDATEPROJECT PHASEPROJ. NO.MohagenHansen.com HJ DEVELOPMENT / 21084 / PRELIMINARY PRICING / ORCHARD PLACE MOBHJ DEVELOPMENT 2655 CHESHIRE LN N PLYMOUTH, MN 55447 ORCHARD PLACE MOB 10-14-2022 21084 PRELIMINARY PRICING ORCHARD PLACE MOB PILOT KNOB RD. & 155TH ST. W. APPLE VALLEY, MN 55124 NEW CONSTRUCTION PROJECT GENERAL NOTES CONTINUEDPROJECT GENERAL NOTES APPLICABLE CODES OCCUPANCY REQUIREMENTSNOT FOR CONSTRUCTIONCERTIFICATION ARCHITECTURAL 1. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, (AIA DOCUMENT A201, CURRENT EDITION) IN ITS ENTIRETY, ARE PART OF THESE DOCUMENTS. ADDITIONAL NOTES WITHIN THESE DOCUMENTS ARE NOT MEANT TO OVERRIDE ANY PART OF A201. CONTACT ARCHITECT FOR A COPY OF A201, IF REQUIRED. 2. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED PROJECT. UNLESS OTHERWISE INDICATED, THEY DO NOT INDICATE THE MEANS OR METHOD OF CONSTRUCTION. 3. THE CONTRACTOR SHALL OBTAIN SUFFICIENT LIABILITY INSURANCE TO COVER WORKMAN'S COMPENSATION, GENERAL LIABILITY AND CONTRACTUAL LIABILITY. A COPY SHALL BE FILED WITH THE OWNER. 4. THE CONTRACTOR SHALL PROVIDE ALL WORK AND MATERIALS AS REQUIRED BY THE CONSTRUCTION DOCUMENTS AND IN FULL ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES. 5. THE CONTRACTOR WILL MAINTAIN BUILDER'S RISK INSURANCE ON THE FORM KNOWN AS "ALL RISK" OR "MULTIPLE PERIL". THE CONTRACTOR, ALL SUBCONTRACTORS, ARCHITECTS AND ENGINEERS SHALL BE INCLUDED IN EACH CAPACITY AS INSURED JOINTLY WITH THE OWNER IN ALL POLICIES. 6. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS PRIOR TO ANY DEMOLITION, FABRICATION, CONSTRUCTION OR INSTALLATION & NOTIFY ARCHITECT IF CONDITIONS, MATERIALS, SIZES AND DIMENSIONS ARE DIFFERENT FROM THOSE SHOWN. 7. CROSS REFERENCE ALL DIMENSIONS AND DETAILS WITH STRUCTURAL, CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS BEFORE COMMENCING ANY FABRICATION AND/OR CONSTRUCTION. 8. CONTRACTORS SHALL INSTALL ALL MANUFACTURED ITEMS, MATERIALS AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED SPECIFICATIONS, EXCEPT WHERE THE SPECIFICATIONS HEREIN, ARE MORE STRINGENT, AND SHALL BE COMPLIED WITH. 9. MATERIALS WHICH ARE SHOWN ON THE DRAWINGS AND WHICH MAY NOT BE SPECIFICALLY DESCRIBED IN THE SPECIFICATIONS OR DRAWINGS, SHALL BE FURNISHED BY THE CONTRACTOR AND SHALL BE SUITABLE FOR THE INTENDED USE. MATERIALS SHALL BE IN HARMONY WITH ADJACENT MATERIALS, AND SHALL BE SUBJECT TO REVIEW FOR CONFORMANCE WITH THE INTENT OF THE CONTRACT DOCUMENTS. WHERE INSTALLATION TECHNIQUES ARE NOT SPECIFIED, THEY SHALL BE IN ACCORDANCE WITH MANUFACTURER'S CURRENT INSTRUCTION AND INDUSTRY STANDARDS. 10. SHOP DRAWINGS PREPARED BY SUPPLIERS, SUBCONTRACTORS, ETC. SHALL BE REVIEWED, COORDINATED AND SIGNED AND STAMPED BY GENERAL CONTRACTOR PRIOR TO SUBMITTING TO THE ARCHITECT/ENGINEER. 11. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS, LICENSES AND CERTIFICATES AND PAY ALL FEES CONNECTED THEREWITH THE ABOVE REFERENCED PROJECT. 12. THE CONTRACTOR SHALL BE RESPONSIBLE TO PREPARE ALL SURFACES FOR PROPER INSTALLATION OF FINISHES. THIS IS TO INCLUDE, BUT IS NOT LIMITED TO: PATCHING, SANDING, FLOOR LEVELING, PRIMING, SEALING, SKIM COATING, ETC. 13. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM WASTE MATERIAL OR RUBBISH CAUSED BY THE WORK. 14. THE CONTRACTOR SHALL MINIMIZE ANY DAMAGE TO EXISTING CONSTRUCTION AND AREAS ON THE SITE OUTSIDE OF THE CONSTRUCTION LIMITS. CONTRACTOR TO CONSTRUCT TEMPORARY WALLS AND BARRIERS AS REQUIRED TO CONTAIN DUST AND DEBRIS AND TO PROVIDE SAFE PUBLIC ACCESS AND PASSAGE. 15. THE GENERAL CONTRACTOR SHALL LOCATE ALL NEW MECHANICAL UNITS OR RELOCATE ANY EXISTING UNITS OR ITEMS THAT CONFLICT WITH NEW OR EXISTING FRAMING AND FULL HEIGHT WALLS. THIS INCLUDES ACCESS FOR ALL CONTROLS, FILTERS, ETC. THIS WORK MUST BE COORDINATED AND VERIFIED PRIOR TO BIDDING. 16. THE GENERAL CONTRACTOR SHALL COORDINATE AND VERIFY WITH THE RESPECTIVE TRADES THE SIZES AND LOCATIONS OF MECHANICAL AND/OR ELECTRICAL PENETRATIONS, LOCATIONS OF FIRE TREATED BACKING/BLOCKING REQUIRED FOR MOUNTING ELECTRICAL AND/OR MECHANICAL EQUIPMENT, AS WELL AS CUTTING AND PATCHING FOR WORK REQUIRED BY MECHANICAL/ELECTRICAL. 17. WHEN WORK IS COMPLETED IN AN AREA, THOROUGHLY CLEAN THE SPACES, ITEMS & SURFACES OF SOIL, WASTE MATERIAL, SMUDGES, SPATTERS, MISAPPLIED MATERIAL, SPOTS, STAINS, AND THE LIKE, WITHOUT DAMAGING THE MATERIALS AND SURFACES INVOLVED. 18. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY APPLICABLE CODES AND ORDINANCES UNLESS NOTED OTHERWISE. 19. ALL DOORS, FRAMES, HARDWARE, LIGHTING AND CEILING MATERIALS ARE TO FOLLOW BUILDING STANDARDS UNLESS OTHERWISE NOTED. 20. PROVIDE FIRE TREATED BLOCKING IN WALLS AS REQUIRED FOR INSTALLATION OF MILLWORK, FURNITURE AND ACCESSORIES. 21. THE GENERAL CONTRACTOR IS TO VERIFY BUILDING STANDARDS WITH BUILDING MANAGER. ALL HARDWARE SETS AND KEYING TO BE COORDINATED WITH BUILDING MANAGERS. 22. ALL INTERIOR GLASS MUST COMPLY W/ APPLICABLE CODES FOR DESIGN LOADS & SAFETY GLAZING. 23. ALL MATERIALS USED IN PLENUM AREAS MUST BE NON-COMBUSTIBLE AND / OR LISTED FOR PLENUM USE AS DEFINED BY THE STATE & LOCAL CODES. IT WILL BE THE CONTRACTORS RESPONSIBILITY TO ADHERE TO THESE REQUIREMENTS. 24. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE TO FIRE CAULK ALL NEW AND EXISTING PENETRATIONS WITHIN WALL PARTITIONS, ABOVE THE CEILING, AS INDICATED BY THE APPLICABLE CODES. 25. DEFERRED SUBMITTALS: DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OF RECORD AND WILL BE REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. SUBMITTALS FOUND TO BE IN CONFORMANCE WITH THE DESIGN INTENT WILL BE STAMPED AS REVIEWED AND FORWARDED TO THE AUTHORITY HAVING JURISDICTION IN KEEPING WITH MN CODE SECTION 1300.013 SUBSECTION 9B. SUBMITTALS NOT FOUND IN CONFORMANCE WITH THE DESIGN INTENT WILL BE RETURNED TO THE CONTRACTOR FOR REVISION AND RESUBMITTAL. REVISED DOCUMENTATION WILL BE REVIEWED BY THE ARCHITECT OF RECORD PRIOR TO ACCEPTANCE AND SUBMISSION TO THE AUTHORITY HAVING JURISDICTION. DEFERRED SUBMITTALS INCLUDE THE FOLLOWING: A. MECHANICAL DRAWINGS (PREPARED BY DESIGN-BUILD CONTRACTOR) B. PLUMBING DRAWINGS (PREPARED BY DESIGN-BUILD CONTRACTOR) C. ELECTRICAL DRAWINGS (PREPARED BY DESIGN-BUILD CONTRACTOR) D. FIRE SUPPRESSION DRAWINGS (PREPARED BY DESIGN-BUILD CONTRACTOR) E. STRUCTURAL STEEL F. STEEL JOIST AND DECKING G. MISCELLANEOUS METALS STEEL STAIRS AND LANDINGS H. COLD FORMED METAL FRAMING FINISHES 1. THE CONTRACTOR SHALL PATCH AND REPAIR ANY AND ALL FLOORS, WALLS, CEILINGS, ETC. IN A WORKMANSHIP-LIKE MANNER TO MATCH THE SURROUNDING SURFACE AREAS. SURFACES OR MATERIALS DAMAGED BY DEMOLITION OR CONSTRUCTION SHALL BE REPAIRED, RESTORED AND REFINISHED TO MATCH THE EXISTING, UNLESS NOTED OR SPECIFIED OTHERWISE. IN ADDITION THOSE EXISTING SURFACES OR MATERIALS (SERVING AS A SUBSTRATE FOR NEW MATERIALS OR FINISHES) WHICH HAVE BEEN DAMAGED FROM ANY CAUSE, SHALL BE REPAIRED, RESTORED, PROPERLY PREPARED AND CLEANED TO RECEIVE THE NEW MATERIALS AND FINISH WORK. ALL NEW MATERIALS & FINISH WORK TO BE FREE FROM FLAWS & DEFECTS. 2. PATCH AND REPAIR EXISTING FLOOR SLAB AS REQUIRED FOR A SMOOTH AND LEVEL SURFACE FREE OF DEFECTS. FILL ALL CRACKS AND HOLES AND LEVEL DEPRESSIONS WITH MATERIALS COMPATIBLE WITH THE FLOOR AND SLAB AS RECOMMENDED BY THE FLOORING MANUFACTURER. 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING LEAD TIMES OF ALL MATERIALS SUCH THAT MATERIALS ARE ON SITE WHEN REQUIRED FOR INSTALLATION. 4. ALL PREPARATION, STORING, INSTALLATION AND CLEANUP OF FINISHES TO CONFORM TO MANUFACTURER'S SPECIFICATIONS. 5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR TESTING THE CONCRETE SUBFLOOR FOR MOISTURE PRIOR TO THE FLOORING INSTALLATION. IN ADDITION, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR APPROVING AND VERIFYING THAT THE TESTS HAVE BEEN PERFORMED PER ASTM STANDARDS. SHOULD THE FLOORING SUBCONTRACTOR BE ASSIGNED TO TEST THE CONCRETE SUBFLOOR, THEY WILL NEED TO PROVIDE TO THE GENERAL CONTRACTOR ALL REQUIRED INFORMATION PERTAINING TO THESE TESTS, INCLUDING BUT NOT LIMITED TO: A. NUMBER OF TESTS B. DIAGRAM OF TEST LOCATIONS C. ACCLIMATION PERIOD BEFORE RESULTS ARE RECORDED D. TEST RESULTS, AND THE AMBIENT CONDITIONS THE TESTS WERE PERFORMED IN AFTER CONFIRMATION THAT THE TESTED CONDITIONS MEET BOTH THE REFERENCED AND MANUFACTURER’S STANDARDS, THE SUBCONTRACTOR MAY PROCEED WITH THE INSTALLATION OF THE FLOORING PER MANUFACTURER’S SPECIFICATIONS. MECHANICAL 1. THE MECHANICAL CONTRACTOR IS TO DESIGN ALL MECHANICAL SYSTEMS AND OBTAIN NECESSARY PERMITS. MECHANICAL DOCUMENTS ARE TO BE PROVIDED BY THE MECHANICAL CONTRACTOR AND SIGNED BY A PROFESSIONAL ENGINEER AS REQUIRED BY CODE. THE MECHANICAL DESIGN IS TO BE COORDINATED WITH THE ATTACHED ARCHITECTURAL CONSTRUCTION DOCUMENTS. THE DESIGN IS TO BE REVIEWED BY THE TENANT PRIOR TO IMPLEMENTATION. 2. THE MECHANICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL NECESSARY MECHANICAL EQUIPMENT AND CONTROLS TO COMPLETE THE JOB. THE MECHANICAL CONTRACTOR IS TO COORDINATE W/ THE ELECTRICAL CONTRACTOR ALL THE NECESSARY WIRING TO COMPLETE THE JOB. THE WIRING IS TO BE COMPLETED BY THE ELECTRICAL CONTRACTOR. 3. PROVIDE WHITE SEMI RECESSED SPRINKLER HEADS W/ WHITE TRIM RING @ ALL ACT. CEILING AND FULLY RECESSED SPRINKLER HEADS W/ WHITE ESCUTCHEON PLATES @ ALL GYP. CEILING AS REQUIRED BY APPLICABLE CODES AND ORDINANCES. 4. VERIFY LOCATION AND SIZES OF ALL OPENINGS WITH GENERAL CONTRACTOR PRIOR TO COMMENCING WORK. THE GENERAL CONTRACTOR IS RESPONSIBLE TO CUT & PATCH OR ADD STRUCTURAL REINFORCING AS REQ'D FOR THE INSTALLATION OF MECHANICAL ROOFTOP EQUIPMENT. 5. ALL SINKS SHALL HAVE HOT AND COLD WATER. PROVIDE BELOW COUNTER PIPE INSULATION WRAP ON EXPOSED PIPING PER ADA GUIDELINES. 6. PROVIDE AND INSTALL AN APPROPRIATE SIZED WATER HEATER AS REQUIRED. 7. THE PLUMBING CONTRACTOR MUST PROVIDE A CLEAN-OUT PLAN FOR REVIEW AND APPROVAL BY THE ARCHITECT BEFORE PLUMBING LINES ARE INSTALLED. ELECTRICAL 1. THE ELECTRICAL CONTRACTOR IS TO DESIGN ALL ELECTRICAL SYSTEMS AND OBTAIN NECESSARY PERMITS. THE ELECTRICAL DESIGN IS TO BE COORDINATED WITH THE ATTACHED ARCHITECTURAL CONSTRUCTION DOCUMENTS. THE ELECTRICAL DESIGN IS TO BE REVIEWED BY THE ARCHITECT OF RECORD AND TENANT PRIOR TO IMPLEMENTATION. 2. THE ELECTRICAL CONTRACTOR IS TO COORDINATE THE INSTALLATION OF ALL MECHANICAL EQUIPMENT AND TO PROVIDE DISCONNECT AND POWER WIRING FOR ALL MECHANICAL EQUIPMENT. 3. THE ELECTRICAL CONTRACTOR IS TO PROVIDE EXIT AND EMERGENCY LIGHTS AS REQUIRED BY APPLICABLE CODES AND ORDINANCES. 4. THE ELECTRICAL CONTRACTOR IS TO PROVIDE SMOKE DETECTION AND ALARM DEVICES AND WIRING OF THE SPACE AS REQUIRED BY APPLICABLE CODES AND ORDINANCES FOR THE INTERIOR BUILD-OUT SPACE. 5. THE ELECTRICAL CONTRACTOR SHALL INSTALL JUNCTION BOXES W/ PULL STRING FOR ALL VOICE / DATA AND PHONE LOCATIONS. THE TENANT IS TO COORDINATE & PROVIDE ALL LOW VOLTAGE CABLING AND COVER PLATES AS REQUIRED. 6. NEW ELECTRICAL OUTLETS ARE SHOWN AT APPROXIMATE LOCATIONS. NO OUTLETS ARE TO BE BACK TO BACK. 7. ALL UNDER CABINET LIGHTING IS TO BE CONTROLLED BY A WALL SWITCH. 8. THE REFLECTED CEILING PLAN IS FOR REFERENCE ONLY REGARDING LOCATION, QUANTITIES, AND TYPES OF LIGHT FIXTURES. THE REFLECTED CEILING PLAN REFERENCES LIGHT FIXTURES, HOWEVER THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO VERIFY THE FIXTURE TYPE, APPROPRIATE FOOTCANDLES AND VOLTAGE REQUIREMENTS OF ALL SPECIFIED LIGHT FIXTURES IN ASSOCIATION W/ THE SPECIFIC SITE CONDITIONS AND PROVIDE SHOP DRAWINGS FOR REVIEW & APPROVAL PRIOR TO THE ORDERING OR INSTALLATION OF ANY FIXTURES. 9. SECURITY SYSTEMS SHALL BE PROVIDED BY THE OWNER'S VENDOR. COORDINATE SYSTEM INSTALL WITH THE BALANCE OF THE WORK. MN STATE BUILDING CODE (MSBC) 2020 INTERNATIONAL BUILDING CODE (IBC) 2018 AMENDMENTS IN MSBC: CHAPTER 1305 2020 AMENDMENTS IN MSBC: CHAPTER 1341 2020 AMENDMENTS IN MSBC: CHAPTER 1307 2020 MN STATE FIRE CODE 2020 INTERNATIONAL FIRE CODE (IFC) 2020 AMENDMENTS IN MSFC: CHAPTER 7511 2020 MN ENERGY CODE 2020 INTERNATIONAL ENERGY CONSERVATION CODE 2020 ASHRAE 90.1-2016 COMPLIANCE PATH AMENDMENTS IN MNBC CHAPTER 1323 2020 MINNESOTA MECHANICAL AND FUEL GAS CODE 2020 AMENDMENTS IN MSBC: CHAPTER 1346 2020 MINNESOTA PLUMBING CODE, CHAPTER 4714 2020 MINNESOTA ELECTRICAL CODE (NEC) 2020 FIRE SPRINKLER PROTECTION: FULLY SPRINKLED TYPE OF CONSTRUCTION: II-B BUILDING OCCUPANCY: B FIRE RESISTIVE CONSTRUCTION: CONSTRUCTION REQUIREMENTS: EXTERIOR BEARING WALLS 0 INTERIOR BEARING WALLS 0 EXTERIOR NON-BEARING WALLS 0 STRUCTURAL FRAME 0 PARTITIONS- PERMANENT 0 SHAFT ENCLOSURES 0 FLOOR- CEILINGS/FLOORS 0 ROOFS- CEILING/ROOFS 0 EXTERIOR DOORS & WINDOWS N.A. I ACCEPT AND APPROVE THE INFORMATION PRESENTED IN THIS DRAWING SET AS A REPRESENTATION OF OUR DESIGN INTENT. SHOULD OWNER INITIATE CHANGES THAT RESULT IN REVISIONS AND/OR MODIFICATIONS ADDITIONAL DESIGN SERVICE FEES WILL BE CHARGED. CLIENT APPROVAL TITLE: AS A REPRESENTATIVE OF: SHEET INDEX CITY SUBMITTAL SHEET # SHEET DESCRIPTION CITY SUBMITTAL: 10-5-2022ARCHITECTURAL - MOHAGEN HANSEN ARCHITECTS AND INTERIORS CS000 CITY SUBMITTAL - SHEET COVER ● CS100 CITY SUBMITTAL - ARCHITECTURAL SITE PLAN ● CS101 CITY SUBMITTAL - ARCHITECTURAL SITE DETAILS ● CS201 CITY SUBMITTAL - SHELL PLAN - FIRST LEVEL ● CS202 CITY SUBMITTAL - SHELL PLAN - SECOND LEVEL ● CS203 CITY SUBMITTAL - ROOF PLAN AND ROOF DETAILS ● CS300 CITY SUBMITTAL - EXTERIOR BUILDING ELEVATIONS ● CS301 CITY SUBMITTAL - EXTERIOR RENDERINGS ● CS302 CITY SUBMITTAL - EXTERIOR RENDERINGS ● 10-05-2022 STR-208RE:940.84IE:933.50 SEIE:933.50 SIE:933.50 NIE:933.20 W STR-207RE:940.14IE:932.73 EIE:933.17 SIE:932.73 W STR-205RE:939.86IE:932.53 EIE:932.85 N IE:932.53 W STR-101RE:939.21IE:930.85 SEIE:931.53 NE IE:930.85 W STR-201RE:939.17IE:930.86 EIE:930.75 NIE:930.58 SW STR-103RE:939.10IE:931.64 SEIE:932.14 SWIE:932.14 NE IE:931.06 NW STR-204RE:938.99IE:931.78 EIE:931.79 NIE:931.79 SIE:931.53 W STR-100RE:938.33IE:930.65 EIE:930.95 NEIE:930.65 SW STR-105RE:938.24IE:933.00 SIE:933.00 NWIE:933.03 N STR-104RE:938.00IE:932.08 SEIE:932.58 SWIE:931.95 NW FES-200 RE:935.21IE:930.50 NE FES-100RE:934.70IE:930.50 NE SSWR-108RE:935.18IE:922.86 NIE:923.02 WIE:923.02 E IE:922.69 S SSWR-106RE:935.52IE:921.91 NIE:922.24 W IE:921.91 S140 LF - 12" PVC@ 0.22%SSWR-105RE:936.52IE:921.43 NIE:921.76 EIE:921.76 SW IE:921.43 SE215 LF - 12" PVC@ 0.22%SSWR-103RE:942.12IE:921.06 NWIE:921.39 NE IE:921.06 SE16 4 LF - 12" PVC@ 0 .2 3 %7 7 LF - 1 2" P VC@ 0 .2 1 %SSWR-101RE:934.18IE:920.65 NIE:920.98 EIE:920.98WIE:920.65 S SSWR-100RE:921.61IE:920.53 N54 LF - 12" PVC@ 0.22%SSWR-104RE:935.68IE:926.39 NEIE:926.39 NW IE:926.39 SW 18 LF - 8" P VC @ 2.08% 11 1 L F - 8" PVC @ 1.25% SS-13RE:922.25IE:921.52 E26 LF - 8" PVC@ 2.08% SS-17RE:927.43IE:926.70 SE1 5 LF - 8" PVC@ 2.08 %SS-20RE:923.59IE:922.86 E30 LF - 8" PVC@ 2.08% 30 LF - 8" PVC@ 2.08% SS-22RE:924.37IE:923.64 W 30 LF - 8" PVC@ 2.08% SSWR-102RE:939.86IE:920.90 NWIE:920.90 S SS-24RE:923.67IE:922.95 W SS-25RE:926.25IE:925.52 NW SS-26RE:925.73IE:925.00 NEIE:925.00 SEIE:925.00SW 2 5 L F - 8 " P V C@ 2.08 %SS-27RE:927.49IE:926.76 SW SS-28RE:923.16IE:922.43 W32 LF - 8" PVC @ 2.08% SS-29RE:923.11IE:922.38 NE30 LF - 8" PVC @ 2.08% SSWR-107RE:946.03IE:922.38 NIE:922.71 E IE:922.38 S SSWR-109RE:944.48IE:923.25 S SS-32RE:923.93IE:923.20 W 24 LF - 8" PVC@ 2.08%DO NOT ENTERG G G G G GG G G G G G DYHDYHDYH DYH PP PP PP PP SSS S STR-6 STR-7 STR-8 STR-9 STR-10 STR-11 STR-13 STR-15 STR-18 STR-20STR-22 STR-24 STR-25 STR-26 STR-28 STR-29 STR-30 STR-32 STR-33 STR-34 STR-35 STR-36 STR-37 STR-38 STR-39 STR-40 STR-41 STR-42 STR-43 STR-44 STR-45 STR-48 STR-49 STR-50 STR-51 STOPSTOPSTOPSTOP NO PARKINGNOPARKINGNO PARKINGONEWAYNO P A R K I N G STOPSTOP STOP STOPSTOPCOCOCOCOCOSDD DSS SSSSS S S DDDDDDDD D DHTLL1LCP SES- M GM RPBP WM 7 5 kva 22- D30- C S S S S S S D D D D D CS101 6 CS101 6 CS101 3 PATIENT DROP-OFF/ PICK-UP EXIT EXIT SERVICE EXIT 7 4 13 16 18 2 45 5 18 14 14 12 11 9 9 8 7 7 13 26 26 34 3 7 8 RTU RTU RTU SCREEN POTENTIAL PROOF OF PARKING AREAPROPOSED ENGLISH AVENUE PILOT KNOB ROADSURMOUNTABLE CURB ROOF HATCH BIKE RACK AREA PATIO AREA TRASH ENCLOSURE EMERGENCY GENERATOR PAD TRAIL ACCESS - SEE CIVIL TRAIL - SEE CIVIL TRAIL - SEE CIVIL TRAIL - SEE CIVIL BRICK SCREEN WALLPROPERTY LINEPARKING SET BACK LINEBUILDING SET BACK LINETRAIL - SEE CIVIL TRAIL ACCESS TRANSFORMER PAD TRAIL - SEE CIVIL PROPOSED BUILDING MRI EQUIPMENT 2 7 *2 DIRECTIONAL SIGN DIRECTIONAL SIGN *3 15 15 8 *2 EXIT ALTERNATE S1 - CANOPY LINE ABOVE 15'-0" 86 TOTAL STALLS *PARKING WITH ASTRISK WILL BE REMOVED FOR FUTURE PARKING AND ACCOUNTED FOR IN PROOF OF PARKING NUMBER. EV CHARGING STATION SITE FENCE MONUMENT SIGN FUTURE MRI EQUIPMENT * COORDINATE SCOPE OF MRI CHILLER AND GENERATOR PADS WITH INTERIOR STONE BLOCKS STONE BLOCKSPROPOSED ENGLISH AVENUE PILOT KNOB ROADPROPOSED 155TH STREET WEST PROPOSED 152ND STREET WEST PROPOSED 157TH STREET WEST CS100 1 PARKING INFORMATION REQUIRED NUMBER OF PARKING STALLS: (1) PARKING STALL PER 150 SF OF GROSS FLOOR AREA [155.379 H] 56,440 SF GROSS FLOOR AREA 56,595 GFA / 150 = 378 STALLS REQUIRED REQUIRED NUMBER OF ACCESSIBLE STALLS: < 100 STALLS: (1) ADA PER 25 STALLS, < 200 STALLS: (1) ADA PER 50 STALLS < 500 STALLS: (1) ADA PER 100 STALLS 377 STALLS = 8 ACCESSIBLE STALLS REQ. PROOF OF PARKING: 75% OF STALLS REQUIRED TO BE BUILT INITIALLY [155.377] 377 STALLS * 75% = 283 STALLS REQUIRED (297 PROPOSED) PROPOSED PARKING 297 STALLS (INCLUDES 8 ACCESSIBLE STALLS) PROOF OF PARKING 86 STALLS NET TOTAL 383 STALLS (378 REQ.) DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONC:\Revit Projects\21084_AppleValleyMOB_Shell_Master_jjohnson@mohagenhansen.com.rvtCS100 CITY SUBMITTAL - ARCHITECTURAL SITE PLAN S.PAETZEL J.JOHNSON 10-14-2022 21084 HJ Developement\AppleValleyMOB_Shell_21084 PRELIMINARY PRICING ORCHARD PLACE MOB NEW CONSTRUCTION ORCHARD PLACE MOB PILOT KNOB RD. & 155TH ST. W. APPLE VALLEY, MN 55124 1" = 20'-0"CS100 1 C.S. - ARCHITECTURAL SITE PLAN 1" = 200'-0"CS100 2 C.S. - ARCHITECTURAL SITE KEY PLAN NO. DESCRIPTION DATE CITY SUBMITTAL 08-18-2022 10"3'-8"4"22'-0"3 5/8"25'-4 3/4"3 5/8" 10'-4"10'-4"1'-4 3/8"1'-4 3/8"1'-0"1'-0" 3'-4 3/8" 3'-0" 3'-0" 6'-8" 3'-0" 3'-0" 3'-4 3/8" NOTE: VERIFY PLAN W/ SANITATION COURIER PRIOR TO CONSTRUCTION. LOADING CONTAINER (NIC.) LOADING CONTAINER (NIC.) CONC. SLAB. - SEE STRUCT. 3/4" DIA. BY 1 1/2" DEEP RECESSES FOR GATE CANE BOLTS. PROVIDE TWO EACH AT GATE IN CLOSED AND OPEN POSITION, FIELD VERIFY EXACT LOCATION. 6" DIA. PIPE BOLLARD CONCRETE FILLED, SET IN CONCRETE 3'-0" BELOW GRADE, EXTEND 4'-0" ABOVE GRADE. PAINT OSHA YELLOW. 8" DIA. GATE STEEL POST PRIMED AND PAINTED, TYP. 6" DIA. BOLLARD - PRIMED AND PAINTED - SEE SLOPE CONCRETE PAD TO FRONT 1/8" PER FT.- SEE SITE PLAN FOR CONTROL JTS. 3 5/8" BRICK ON 7.625" BURNISHED CMU (INTERIOR). MATERIALS TO MATCH BUILDING EXTERIOR. 2 CS101 /8 A101 26'-0" LOADING CONTAINER (NIC.) LOADING CONTAINER (NIC.)4'-6"6"6"6"2"4'-0" 7'-4" RECEIVING SLEEVE FOR 1/4" BOLT W/ 5/16" INSIDE DIAM. - 3" LONG (GALV.). 1/4" DIA. BARREL BOLT- 7" LONG-SET IN SLEEVE W/ 5/16" INSIDE DIA.- 3" LONG (GALV.). 3 5/8" BRICK, ENCLOSURE TO 7'-4" A.F.F. 1X6 COMPOSITE DECKING BOARDS @ 6" O.C. OVER 2X4 STEEL. TS 2X2X1/4 (DARK BRONZE). CONCRETE FOOTINGS FOR 6" AND 8" STEELPIPES - SEE STRUCT. 1/2" DIA. BY 3-0 CANE BOLT (GALV.). 3/4" DIAM. STD. PIP SLEEVE. PRE-FINISHED MTL. PARAPET CAP. 8" DIA. GATE STEEL POST PRIMED AND PAINTED, TYP. 6" DIA. W/COVER PER ESS STANDARD BOLLARD. CONC. FILLED, SLOPED CAP. TYP AT EXTERIOR - AS NOTED PER PLAN BITUMINOUS PAVING, EARTH, OR CONC. - SEE SITE PLAN GRANULAR FILL 1'-0" DIA. C.I.P. CONC. FOOTING 1'-0"N.T.S. 4'-0"N.T.S.4'-0"CAST STONE CAP W/ DRIP EDGE - INSTALL W/ EPOXY MORTAR - BY STONE FABRICATOR INTERNALLY LIT SIGNAGE - BY OWNER'S VENDOR FOUNDATION BRK-1 CSTN-1 4"3"1'-4"SEE ELEVATION2"2" GRADE 8" CMU W/ #4 @ 48" O.C. VENT 2'-0" 3'-0" @ MAIN ENTRY SIGNAGE 2'-6" @ SERVICE ENTRY SIGNAGE1'-0"3#5 CONT.MIN.2'-6"#4 VERT. @ 4'-0" O.C. #4 CONT. 1#4 CONT. IN 8" DEEP GROUTED BOND BEAM 4"2"6"3"SIGNAGE4'-0"INTERNALLY LIT SIGNAGE - BY OWNER'S VENDOR CAST STONE CAP W/ DRIP EDGE - INSTALL W/ EPOXY MORTAR - BY STONE FABRICATOR FOUNDATION BRK-1 CSTN-16"2" 10'-0" BRICK LEDGE 2"2" NOTE: FINAL GRAPHICS DESIGN TO BE VERIFIED WITH OWNER 6'-1 1/2"2'-1 1/2"SIGNAGE BOLLARD LIGHT FIXTURE ELEVATION LUMIERE- EON - BL-LEDB2-3500-120-T2-DIM10-BZ-36-EDGE BOLLARD LIGHT SIDEWALK DECORATIVE GRAVEL EDGING 0'-10" TO GRAVEL EDGE 3" BASE 5" TO SIDEWALK 8" HEAD 8" TO SIDEWALK GRAVEL 1'-6" DECORATIVE GRAVEL 4'-0" DECORATIVE GRAVEL1'-6" DECORATIVESTRAIGHT MTL. EDGING EQ EQ CL SIDEWALK EDGE LIGHT BOLLARD BASE LIGHT BOLLARD OVERHANG ABOVE 5" BASE 3" BASE11 1/2" CL6 1/2" CLDECORATIVE GRAVEL CONCEALED 1'-0" X 1'-0" CONC. BASE @ 2'-0" DEEP UNDER GRAVEL - GC TO COORDINATE PROPER SIZING W/ MFR. BOLLARD -DECORATIVE GRAVEL BORDER PLAN DECORATIVE GRAVEL BOARDER W/ METAL EDGING (DARK BRONZE)CL2'-4"10'-4"2"6"9'-0"6"2"2"2'-0"2" 2"4" 1'-4" 4" 2" INTERNALLY LIT SIGNAGE - BY OWNER'S VENDOR CSTN-1 CAST STONE CAP W/ DRIP EDGE - INSTALL W/ EPOXY MORTAR - BY STONE FABRICATOR BRICK LINE BELOW SIGNAGE DARK BRONZE BACKER 4'-0" NOTE: FINAL GRAPHICS DESIGN TO BE VERIFIED WITH OWNER SIGNAGE 3'-0"2'-3"NDATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONC:\Revit Projects\21084_AppleValleyMOB_Shell_Master_jjohnson@mohagenhansen.com.rvtCS101 CITY SUBMITTAL - ARCHITECTURAL SITE DETAILS S.PAETZEL J.JOHNSON 10-14-2022 21084 HJ Developement\AppleValleyMOB_Shell_21084 PRELIMINARY PRICING ORCHARD PLACE MOB NEW CONSTRUCTION ORCHARD PLACE MOB PILOT KNOB RD. & 155TH ST. W. APPLE VALLEY, MN 55124 1/4" = 1'-0"CS101 1 C.S. - TRASH ENCLOSURE - DOUBLE DEEP 1/4" = 1'-0"CS101 2 C.S. - TRASH ENCLOSURE - ELEVATION 1/2" = 1'-0"CS101 8 C.S. - BOLLARD DETAIL 3/8" = 1'-0"CS101 5 C.S. - ENTRY SIGNAGE SECTION 3/8" = 1'-0"CS101 4 C.S. - ENTRY SIGNAGE ELEVATION 1" = 20'-0"CS101 7 C.S. - BOLLARD DESIGN 3/8" = 1'-0"CS101 3 C.S. - ENTRY SIGNAGE PLAN 3/8" = 1'-0"CS101 6 C.S. - DIRECTIONAL SIGN NO. DESCRIPTION DATE UP A3002 A300 3 A300 A300 4 1 6 6 15 15 7 7 10 10 12 12 14 14 KK BB EE FF GG LL 4 4 2 2 17 17 3 3 13 13 MM AA 16 16 18 18 19 19 DD JJ HH 8 8 5 5 9 9 11 11 NN A404 1 A404 2 A4043 P003 4 P003 3 P0032 1 1 CC A406 3 ELEC. 107 MECH. 108 136'-0"1'-8 3/8"2'-0" 4'-0" 2'-0" 10'-8" 10'-0" 10'-0" 30'-7 5/8"30'-8"16'-0 3/8" 6'-6" 8'-1 1/4" 2'-0"1'-8 3/8"6'-0" 2'-0" 30'-8"83'-10"13'-6"1'-8 3/8"2'-0"4'-8"9'-11 1/4"15'-1"30'-5"21'-2 3/4"9'-2 1/4"15'-1 3/4"15'-3 1/4"3'-8"24'-8"2'-1"30'-5"8'-2 3/4"22'-2 1/4"19'-1"10'-8"14'-0" 20'-0"172'-0"136'-0"1'-8 3/8"3 5/8"1'-8 3/8"4'-0" 2'-0" 10'-8" 10'-0" 10'-0" 30'-7 5/8"30'-8"16'-0 3/8" 14'-7 1/4" 2'-0"1'-8 3/8"2'-0" 16'-8" 10'-0"87'-4"20'-0"1'-8 3/8"3 5/8"1'-8 3/8"14'-11 5/8" 1'-8 3/8"4'-3 5/8"3'-4" 8"1'-8 3/8"14'-3 5/8" 6'-8" 4'-0" 6'-8" 4'-0" 6'-8" 4'-0" 6'-8" 4'-0" 6'-8" 4'-0" 6'-8" 4'-0" 7'-4"1'-8 3/8"1'-7 5/8"14'-11 5/8" 1'-8 3/8" 14'-0" 10'-8" 19'-1" 22'-2 1/4" 8'-2 3/4" 30'-5" 2'-1" 24'-8" 3'-8" 15'-3 1/4" 15'-1 3/4" 9'-2 1/4" 21'-2 3/4"30'-5"15'-1" 9'-11 1/4" 4'-8" 2'-0" 2'-0"4'-8"76'-8"43'-4"3'-4"24'-8"82'-0"10'-8" 1'-8 3/8" 3 5/8" 1'-8 3/8" 2'-11 5/8" 1'-8 3/8"26'-11 5/8"14'-0"6'-0"4'-0"6'-0"14'-0"4'-0" 1'-8 3/8" 12'-11 5/8"6'-8"6'-1 3/16"15'-10 13/16" 1'-7 5/8" 1'-8 3/8"21'-4"1'-7 5/8"1'-8 3/8"6'-0"14'-0"12'-0"4'-0"6'-0"4'-0"6'-0"4'-0"6'-0"14'-0"4'-3 5/8" 1'-8 3/8" 8'-11 5/8" 1'-8 3/8" 12'-3 5/8"1'-8 3/8"4'-3 5/8"1'-8 3/8" 3 5/8"1'-8 3/8"4'-3 5/8" 4'-0" 5'-4" 4'-0" 5'-4" 5'-4"2'-4 3/8"4'-3 5/8" 8'-0" 28'-0" 8'-0" 14'-8" 8'-0" 6'-8" 3'-8" 10"1'-8 3/8"10'-1 1/4"1'-8 3/8"3'-4" 4'-0"3'-4"6'-10 5/16" 1'-8 3/8"14'-3 5/8"2'-3 5/8" 1'-8 3/8" 172'-0"1'-8 3/8"65'-11 1/4"7'-4"12'-0"13'-3 5/8"7 3/8"4'-0"9'-4"4'-0"4'-8"7'-9 5/8"4'-2 3/8"16'-8" 4 3/8" 3'-7 5/8"5'-6 5/8"3'-9 3/8"4'-0"9'-4"4'-0"9'-3 5/8"7'-4 3/8"12'-0"4'-8"4'-0" 2'-4 5/8" 6'-11 3/8"4'-0"9'-4"4'-0" 6'-1 5/8" 1'-2 3/8" 4'-0"1'-3" CS3002 CS300 4 CS300 5 CS300 1 1.2 1.2 F.5F.5 J.5J.5 G.9G.9 GENERAL PROJECT NOTES 1. OWNER FURNISHED EQUIPMENT SUPPLIERS ARE TO COORDINATE FINAL LOCATION OF EQUIPMENT AND INSTALLATION WITH THE OWNER. 2. ELECTRICAL CONTRACTOR & CABLE CONTRACTOR ARE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED TO WALLS, FINISHES, CEILINGS ETC. IN THE COURSE OF THEIR CONSTRUCTION. IF CONTRACTORS BEGIN WORK IN AN AREA WITH EXISTING DAMAGE THEY ARE TO IMMEDIATELY NOTIFY THE OWNER OR ASSUME RESPONSIBILITY OF SUCH DAMAGE. 3. SHADING INDICATES AREA THAT IS NOT INCLUDED IN THE SCOPE OF WORK.NDATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONC:\Revit Projects\21084_AppleValleyMOB_Shell_Master_jjohnson@mohagenhansen.com.rvtCS201 CITY SUBMITTAL - SHELL PLAN - FIRST LEVEL S.PAETZEL J.JOHNSON 10-14-2022 21084 HJ Developement\AppleValleyMOB_Shell_21084 PRELIMINARY PRICING ORCHARD PLACE MOB NEW CONSTRUCTION ORCHARD PLACE MOB PILOT KNOB RD. & 155TH ST. W. APPLE VALLEY, MN 55124 1/8" = 1'-0"CS201 1 C.S. - SHELL PLAN - FIRST LEVEL FLOOR PLAN KEYNOTES TAG KEYNOTE 1 GLASS HANDRAIL SYSTEM INCLUDED IN INTERIOR PACKAGE SCOPE 2 - NO. DESCRIPTION DATE CITY SUBMITTAL 08-18-2022 DN UP 6 6 15 15 7 7 10 10 12 12 14 14 KK BB EE FF GG LL 4 4 2 2 17 17 3 3 13 13 MM AA 16 16 18 18 19 19 DD JJ HH 8 8 5 5 9 9 11 11 NN A404 1 A4043 P003 3 1 1 CC A406 3 ELEV. B 12136'-0"1'-8 3/8"2'-0" 4'-0" 2'-0" 10'-8" 10'-0" 10'-0" 30'-7 5/8"30'-8"16'-0 3/8" 14'-7 1/4" 2'-0"1'-8 3/8"6'-0" 2'-0" 30'-8"97'-4"2'-0" 16'-8" 10'-0"87'-4"20'-0"1'-8 3/8"4'-3 5/8"1'-8 3/8"3 5/8"1'-8 3/8"22'-11 5/8" 5'-4" 8"1'-8 3/8"4'-3 5/8" 4'-0" 6'-0" 4'-0" 6'-0" 4'-0" 10'-0" 4'-0" 8'-0" 4'-0" 8'-0" 4'-0" 2'-0" 4'-0" 21'-7 5/8"1'-8 3/8"1'-8 3/8"3 5/8"1'-8 3/8"14'-11 5/8" 1'-8 3/8" 8'-3 5/8"1'-8 3/8"4'-3 5/8" 4'-0" 5'-4" 4'-0" 3'-0" 4'-0" 7'-0" 4'-0" 12'-8" 4'-0" 3'-4" 4'-0" 6'-8" 4'-0" 5'-4" 4'-0" 6'-0" 1'-8 3/8" 16'-7 1/4"1'-8 3/8"1'-8 3/8"51'-11 1/4"1'-8 3/8"6'-6 3/8" 6'-1 5/8" 4'-0" 9'-4" 4'-0" 6'-11 3/8"2'-4 5/8"4'-0" 4'-8" 12'-0" 3'-8 3/8" 3'-8" 9'-3 5/8" 4'-0"1'-11 5/8"7'-4 3/8" 4'-0"3'-9 3/8" 5'-6 5/8" 3'-7 5/8"4 3/8" 16'-8" 4'-2 3/8" 7'-9 5/8" 4'-8" 4'-0" 9'-4" 4'-0"7 3/8" 13'-4 5/8" 1'-8 3/8" 2'-3 5/8"14'-3 5/8" 1'-8 3/8" ELEV. A 31 1.2 1.2 F.5F.5 J.5J.5 G.9G.9 GENERAL PROJECT NOTES 1. OWNER FURNISHED EQUIPMENT SUPPLIERS ARE TO COORDINATE FINAL LOCATION OF EQUIPMENT AND INSTALLATION WITH THE OWNER. 2. ELECTRICAL CONTRACTOR & CABLE CONTRACTOR ARE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED TO WALLS, FINISHES, CEILINGS ETC. IN THE COURSE OF THEIR CONSTRUCTION. IF CONTRACTORS BEGIN WORK IN AN AREA WITH EXISTING DAMAGE THEY ARE TO IMMEDIATELY NOTIFY THE OWNER OR ASSUME RESPONSIBILITY OF SUCH DAMAGE. 3. SHADING INDICATES AREA THAT IS NOT INCLUDED IN THE SCOPE OF WORK.NDATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONC:\Revit Projects\21084_AppleValleyMOB_Shell_Master_jjohnson@mohagenhansen.com.rvtCS202 CITY SUBMITTAL - SHELL PLAN - SECOND LEVEL S.PAETZEL J.JOHNSON 10-14-2022 21084 HJ Developement\AppleValleyMOB_Shell_21084 PRELIMINARY PRICING ORCHARD PLACE MOB NEW CONSTRUCTION ORCHARD PLACE MOB PILOT KNOB RD. & 155TH ST. W. APPLE VALLEY, MN 55124 1/8" = 1'-0"CS202 1 C.S. - SHELL PLAN - SECOND LEVEL FLOOR PLAN KEYNOTES TAG KEYNOTE 1 GLASS HANDRAIL SYSTEM INCLUDED IN INTERIOR PACKAGE SCOPE 2 - NO. DESCRIPTION DATE CITY SUBMITTAL 08-18-2022 GENERAL ROOF NOTES 1. MIN. ROOF R-VALUE OF R-30 ON MAIN BUILDING ROOF PER ENERGY CODE. 2. SEAL ALL ROOF PENETRATIONS W/ CLOSED CELL SPRAY FOAM FOR VAPOR AND AIR CONTROL. FOAM FILL SHALL BE PLENUM RATED OR ENCAPSULATED WITH PLENUM-RATED MATERIALS (FIRE STOPPING OR SHEET METAL). FULLY ENGAGE VAPOR BARRIER AT ALL PENETRATIONS. 3. TAPERED INSULATION MUST MAINTAIN MINIMUM 1/4" SLOPE; ROOFING CONTRACTOR TO VERIFY CRICKET LOCATIONS. 4. SEE DETAILS FOR TYPICAL ROOF PENETRATIONS. 5. SEE STRUCTURAL DRAWINGS FOR SLOPED STRUCTURE. ROOF TYPES SEE A002 ROOF ROOF ASSEMBLIES. 6 157101214 K B E F G L 42 17313 M A 16 18 19 D J H 85 9 11 N 1 C 125'-4"63'-8"63'-8"46'-4"15'-4" 2'-0" 1.2 F.5 J.5 G.9 1/4" PER 1' ROOF INSULATION SLOPE 1/4" PER 1' ROOF INSULATION SLOPE 1/4" PER 1' ROOF INSULATION SLOPE 1/4" PER 1' ROOF INSULATION SLOPE 1/4" PER 1' ROOF INSULATION SLOPE 1/4" PER 1' ROOF INSULATION SLOPE 1/4" PER 1' ROOF INSULATION SLOPE 1/4" PER 1' ROOF INSULATION SLOPE 1 4 4 4 4 4 4 4 3 32 4 5 5 5 1/4" PER 1' ROOF INSULATION SLOPE IN ALL DIRECTIONS 1/4" PER 1' ROOF INSULATION SLOPE IN ALL DIRECTIONS 6 NDATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONC:\Revit Projects\21084_AppleValleyMOB_Shell_Master_jjohnson@mohagenhansen.com.rvtCS203 CITY SUBMITTAL - ROOF PLAN AND ROOF DETAILS S.PAETZEL J.JOHNSON 10-14-2022 21084 HJ Developement\AppleValleyMOB_Shell_21084 PRELIMINARY PRICING ORCHARD PLACE MOB NEW CONSTRUCTION ORCHARD PLACE MOB PILOT KNOB RD. & 155TH ST. W. APPLE VALLEY, MN 55124 ROOF PLAN KEYNOTES TAG KEYNOTE 1 INSULATED ROOF HATCH - 6'-0" X 2'-6". 2 RTU SCREEN MOUNTED DIRECTLY TO EQUIPMENT. 3 INSULATED ROOF CRICKET. 4 ROOF AND OVERFLOW DRAIN. 5 ROOF TOP MECHANICAL EQUIPMENT. 6 ROOF WALKWAY PADS - VERIFY FINAL LOCATIONS ONSITE. 7 PREFINISHD METAL PARAPET CAP TO COVER ENTIRE FIN WALL TOP. 1/8" = 1'-0"CS203 1 C.S. - ROOF PLAN NO. DESCRIPTION DATE MTL-1 ACM-1 EIFS-1 CSTN-1 BRK-1 W4 W9A W4W4 W10 W4W4 W10 W4 W10 W4 W10W10W10 W10 W10 ACCENT TRIM RTU SCREENMTL-1 ACM-2 FCB-1 ACM-1 CSTN-1 BRK-1 ACM-1 ACM-2 CSTN-1 BRK-1 SIGNAGE - 281 SF ACM REVEALS MTL-1 EIFS-1 CSTN-1BRK-1 FCB-1 CSTN-1 FCB-1ACM-2 ACM-1 W1 W2 W3 W4 W4 W4 W3 W3 W1 W2 W5 W6 W7 W8 W1W1 W2 W4 W3 W2 ACCENT TRIM MTL-1ACM FINISHED INTEGRATED PARAPET CAP RTU SCREEN ACM-1 EIFS-1 CSTN-1 BRK-1 MTL-1 SIGNAGE - 281 SF ACM REVEALS W4 W4 W12 CSTN-1 FCB-1 BRK-1 ACM-2 ACM-1 MTL-1 ACM-1 ACM-2 MTL-1 ACM-1 RTU SCREEN EIFS-1 MTL-1 CSTN-1 BRK-1 SIGNAGE - 281 SF W10 W10 W10 W10 W10 W10 W10 W11 W11 W9B MTL-1 EIFS-1 BRK-1 CSTN-1 MTL-1 ACM-1 CSTN-1 BRK-1 FCB-1 RTU SCREEN W3 W3 W4W4 W1 W2 W3 W4 W3 W4 W3 W4 W1 W2 W4 W3 W3 W4 W3 W4 W3 W4 BRK-1 BRICK: GLEN GERY (OR EQ.) COLOR: OYSTER GREY WIRECUT (TBD) - RUNNING BOND - UTILITY SIZE EXTERIOR MATERIALS LEGEND CSTN-1 CAST STONE: STONEWORKS (OR EQ.) - RATED FOR CONTACT W/ SALT, WATER, GRADE COLOR: BUFFSTONE #5127 - LIGHT SANDBLAST FCB-1 FIBER CEMENT BOARD: NICHIHA - VINTAGE WOOD AWP 3030 COLOR: CEDAR OUTSIDE CORNER TRIM: NICHIHA PANEL CORNERS - PREFINISHED CORNERS HORIZONTAL ACCENT TRIM: FRY REGLET - H5 DOUBLE HORIZONTAL - CLEAR ANODIZED - USED WITH NICHIHA COMPRESSION JOINT DETAIL - SEE MFR. P-1 PAINT: SHERWIN WILLIAMS COLOR: TO MATCH EIFS EIFS-1 DRYVIT ACRYLIC-BASED COLOR: SW 7047 PORPOISE (TBD) PATTERN: SANDPEBBLE FINE ACM-1 ALUMINUM COMPOSITE METAL PANEL: ALUCOBOND (OR EQ.) - DRY SYSTEM COLOR: BONE WHITE NOTES: 1. STOREFRONT FRAME: SEE A001 FOR MORE INFORMATION 2. HM DOORS: TO BE PAINTED P-1, U.N.O. 3. GLAZING: SEE A001 GLAZING INFORMATION. 4. STOREFRONT FRAME: SEE A001 GLAZING INFORMATION. 5. EXTERIOR LIGHTING: SEE CONSULTANT'S DRAWINGS FOR SPECIFICATION AND LOCATION. 6. SAMPLES: PROVIDE SAMPLES FOR CLIENT AND ARCHITECT TP REVIEW BEFORE CONSTRUCTION AS SPECIFIED ABOVE. 7. MOCK-UP: PROVIDE INTEGRATED EXTERIOR WALL ASSEMBLY AND CLADDING MOCK-UP AS SPECIFIED ABOVE. 8. CANOPY SOFFITS: SEE CANOPY REFLECTED CEILING PLANS. ACM-2 ALUMINUM COMPOSITE METAL PANEL: ALUCOBOND (OR EQ.) - DRY SYSTEM COLOR: NEW-AGE DARK BRONZE MICA (TBD) MTL-1 PREFINISHED METAL COPING AND TRIM: FIRESTONE COLOR: BONE WHITE * SEE A002 FOR WALL TYPES MTL-2 PREFINISHED METAL SOFFIT PANEL: FIRESTONE - UC500 COLOR: BONE WHITE NDATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONC:\Revit Projects\21084_AppleValleyMOB_Shell_Master_jjohnson@mohagenhansen.com.rvtCS300 CITY SUBMITTAL - EXTERIOR BUILDING ELEVATIONS S.PAETZEL J.JOHNSON 10-14-2022 21084 HJ Developement\AppleValleyMOB_Shell_21084 PRELIMINARY PRICING ORCHARD PLACE MOB NEW CONSTRUCTION ORCHARD PLACE MOB PILOT KNOB RD. & 155TH ST. W. APPLE VALLEY, MN 55124 1/8" = 1'-0"CS300 2 C.S. - ELEVATION - SOUTH 1/8" = 1'-0"CS300 1 C.S. - ELEVATION - WEST 1/8" = 1'-0"CS300 5 C.S. - ELEVATION - NORTH 1/8" = 1'-0"CS300 4 C.S. - ELEVATION - EAST CS300 6 C.S. - DOCK ACCESS CS300 3 C.S. - CANOPY - ENTRY NO. DESCRIPTION DATE CITY SUBMITTAL 08-18-2022 DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONC:\Revit Projects\21084_AppleValleyMOB_Shell_Master_jjohnson@mohagenhansen.com.rvtCS301 CITY SUBMITTAL - EXTERIOR RENDERINGS S.PAETZEL J.JOHNSON 10-14-2022 21084 HJ Developement\AppleValleyMOB_Shell_21084 PRELIMINARY PRICING ORCHARD PLACE MOB NEW CONSTRUCTION ORCHARD PLACE MOB PILOT KNOB RD. & 155TH ST. W. APPLE VALLEY, MN 55124 EXTERIOR RENDERING - NORTH WEST EXTERIOR RENDERING - SOUTH WEST NO. DESCRIPTION DATE NDATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATION ARCHITECTPROJECT NAMECOMPUTER DIRECTORY:SHEET DESCRIPTIONTHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS.NOT FOR CONSTRUCTIONC:\Revit Projects\21084_AppleValleyMOB_Shell_Master_jjohnson@mohagenhansen.com.rvtCS302 CITY SUBMITTAL - EXTERIOR RENDERINGS S.PAETZEL J.JOHNSON 10-14-2022 21084 HJ Developement\AppleValleyMOB_Shell_21084 PRELIMINARY PRICING ORCHARD PLACE MOB NEW CONSTRUCTION ORCHARD PLACE MOB PILOT KNOB RD. & 155TH ST. W. APPLE VALLEY, MN 55124 EXTERIOR RENDERING - PILOT KNOB ROAD EXTERIOR RENDERING - SOUTH EAST NO. DESCRIPTION DATE FIRST FLOOR100' -0"ROOF (HIGH POINT)127' -11"T.O.P. 3 (MAIN GABLE)113' -6"T.O.P. 1 (LOWER GABLE)110' -10 1/2"T.O. BEAM (PORCH)109' -10 1/4"2A3.12A3.11A3.21A3.21A3.11A3.1GA101AAB1B28" / 12"8" / 12"8" / 12"8" / 12"8" 12"8" 12"8" 12"4" / 12"T.O.P. 4 (VESTIBULE)111' -0"A2.1307.70207.70122.42403.401A6.11503.4013 1/2"07.43026.112A6.1144A6.11A6.19A6.107.417A6.187 1/4"07.421A6.2307.30107.401A6.11512A6.12A6.2A6.314A6.31423.32423.323FIRST FLOOR100' -0"T.O.P. 2 (OVERALL)112' -0"ROOF (HIGH POINT)127' -11"2A3.22A3.23A3.23A3.2FFB1127B18" / 12"8" / 12"4" / 12"8" / 12"8" 12"8" / 12"8" 12"8" / 12"B1117CT.O.P. 4 (VESTIBULE)111' -0"26.10323.31923.31926.11212A6.12A6.2A6.114A6.1137 1/4"07.4173 1/2"07.430A6.111A6.1307.70207.70103.40107.70107.40107.30107.4219A6.11A6.14A6.13 1/2"07.43023.32423.323• STONE: ENVIRONMENTAL STONEWORKS, “ANDES SUMMIT SHADOW LEDGE”, STANDARD MORTAR INSTALLATION• ROOF SHINGLES:CERTAIN TEED HEATHER BLEND• WOOD TIMBERS, TRIM AND T&G CEILING:SMOOTH SURFACE, NATURAL STAIN• LAP SIDING: SHERWIN WILLIAMS BRAND #SW7602 “INDIGO BATIK”• SIDING TRIM:WHITE• STOREFRONT FRAME: ANODIZE -CLEAR • VINYL WINDOW FRAMES: WHITE FOR BOTH EXTERIOR & INTERIOR SIDE• HM DOOR PANELS & FRAMES: SHERWIN WILLIAMS BRAND #SW7048 URBANE BRONZE• PREFINISHED ALUMINUM FASCIA & SOFFIT:WHITE• GUTTER & DOWNSPOUTS:WHITE• MECHANICAL CAPS & LIGHT FIXTURES: WHITE• STANDING SEAM METAL:BERRIDGE “CITY SCAPE”• SHAKE SIDING: SHERWIN WILLIAMS BRAND #SW7602 “INDIGO BATIK”CAST STONE GENERAL NOTES1. THE CAST STONE MANUFACTURER IS RESPONSIBLE FOR REVIEWING AND PROVIDING SHOP DRAWINGS OF ALL CAST STONE CONDITIONS. SHOP DRAWINGS ARE TO INCLUDE, BUT NOT LIMITED TO, ELEVATIONS OF THE ASSEMBLIES SHOWING THE CAST LOCATIONS, JOINT LOCATIONS, CONNECTION DETAILS, FIELD MEASURED INFORMATION, NECESSARY COORDINATION INFORMATION FOR STRUCTURAL REVIEW AND OTHER PERTINENT INFORMATION TO INSURE PROPER FABRICATION AND INSTALLATION OF THE CAST STONE WORK.2. ALL CAST STONE FINISH TO BE SMOOTH LIMESTONE LIKE FINISH U.N.O.3. CAST STONE MANUFACTURER IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO MANUFACTURING OF THE CAST STONE PIECES. MODIFICATIONS TO ACCOMMODATE OTHER TRADES WORK, SUCH AS STEEL STRUCTURE ARE TO BE COORDINATED WITH GC.4. SEE DOOR AND WINDOW DETAILS FOR CAST STONE ASSEMBLIES LOCATED AT DOORS AND WINDOW LOCATIONS.5. SEE SPECIFICATION FOR STONE STYLE AND COLOR. PROVIDE FINISH SAMPLES TO JOB SITE OR ARCHITECT IMMEDIATELY UPON RECEIPT OF PRODUCTS REQUESTED.ELEVATION GENERAL NOTES1. BUILDING ELEVATIONS SHOWN ARE TO HELP CLARIFY OVERALL DESIGN INTENT. REFER TO FLOOR PLANS, REFLECTED CEILING PLANS, ROOF PLANS, WALL SECTIONS, ETC. FOR SPECIFIC DESIGN INFORMATION NOT EXPRESSLY DEFINED HEREIN.2. EXTERIOR FINISH MATERIALS AND TREATMENTS ARE NOT NOTED IN ALL LOCATIONS. WHERE A MATERIAL, SURFACE, OR SYSTEM IS DEFINED THE BALANCE SHALL BE CONSIDERED AS REPETITION.3. REFER TO REFLECTED CEILING PLANS AND ELECTRICAL DRAWINGS FOR SPECIFIC TYPE AND SIZE OF EXTERIOR WALL AND CEILING MOUNTED LIGHT FIXTURES.4. REFER TO REFLECTED CEILING PLANS FOR HEIGHT OF SPRING POINTS AND TOP OF ARCHES IN EXTERIOR WALLS.5. COORDINATE GUTTER AND DOWNSPOUT LOCATIONS WITH REQUIREMENTS INDICATED ON ROOF PLAN.6. GRADE LINES INDICATED ON ELEVATIONS ARE APPROXIMATE. REFER TO CIVIL DRAWINGS FOR FINISH GRADE CONTOURS.7. EXPOSED EXTERIOR WOOD MEMBERS SHALL BE STAINED, SANDBLASTED, AND RE-STAINED TO ACHIEVE ARCHITECT -APPROVED FINISH, U.N.O.8. PROVIDE SPECIFIED WATERPROOFING ON WALLS BELOW GRADE.9. REFER TO APPROPRIATE SCHEDULES FOR SIZES AND CONFIGURATIONS OF DOORS, WINDOWS, STOREFRONTS, LOUVERS, SHUTTERS, ETC.10. CONFIRM DOWNSPOUTS WITH CIVIL & PLUMBING DRAWINGS, BRING TO ARCHITECTS ATTENTION ANY DISCREPANCIES PRIOR TO CONSTRUCTION.11. ALL EXPOSED EXTERIOR STEEL TO BE HOT-DIP GALVANIZED.12. USGS DATUM OF F.F.E: ???(RE:CIVIL) EQUALS ARCHITECTURE FINISH FLOOR 100' -0" DATUM9' - 0"5' - 0"NOTE• SIGNAGE IS FOR REFERENCE ONLY• SEPARATE CONTRACT SHALL BE SUBMITTEDPROJ. NO:DRAWN BY:CHECKED BY:DESCRIPTIONISSUE SCHEDULENO. DATEAll design, documents and data prepared shall remain the property of TerWisscha Construction Inc and shall not be copied, changed, or disclosed in any form without written consent. TerWisscha Construction Inc shall not be responsible for any alterations or revisions made by anyone other than employees of TerWisscha Construction Inc.© TerWisscha Construction Inc1550 WILLMAR AVENUE S.E.WILLMAR, MINNESOTA 56201320.235.1664 FAX 320.235.31377/23/2021 3:00:26 PMA2.1EXTERIOR ELEVATIONS21-02-008ORCHARD PLACE155TH ST. W. AND PILOT KNOB RDAPPLE VALLEY, MN 55124RCRWWCHAFIN VETERINARYTBDFOR CONSTRUCTION11/4" = 1'-0"A2.11NORTH ELEVATION1/4" = 1'-0"A2.12WEST ELEVATIONNTSEXTERIOR FINISH LEGENDKEYNOTE LEGENDKEY VALUEKEYNOTE TEXT03.401 PRECAST CONCRETE SPLASH BLOCKS07.301 ASPHALT SHINGLE ROOF; RE: FINISH SCHEDULE07.401 STANDING SEAM METAL ROOF; RE: FINISH SCHEDULE07.417 SIDING TRIM BOARD; RE: FINISH SCHEDULE07.421 PREFINISHED ALUMINUM FASCIA; RE: FINISH SCHEDULE07.430 SIDING CORNER TRIM; RE: FINISH SCHEDULE07.701 MANUFACTURED GUTTERS AND DOWNSPOUTS07.702 RIDGE VENT22.424 WATER HYDRANT; RE: PLUMBING23.319 AIR HANDLING UNIT; RE: MECHANICAL23.323 VENT THROUGH ROOF; RE: MECHANICAL23.324 ROOF CAP, TYPICAL; RE: MECHANICAL26.103 ELECTRIC CT/METER; RE: ELECTRICAL26.112 EXTERIOR LIGHT FIXTURE; RE: ELECTRICAL3/8" = 1'-0"A2.13EXT. WALL SIGNAGEREVISION SCHEDULENO. DESCRIPTION DATE FIRST FLOOR100' -0"T.O.P. 2 (OVERALL)112' -0"ROOF (HIGH POINT)127' -11"T.O.P. 1 (LOWER GABLE)110' -10 1/2"2A3.12A3.11A3.21A3.21A3.11A3.1B1FEECCCF8" / 12"8" / 12"8" / 12"8" / 12"8" 12"8" 12"T.O.P. 4 (VESTIBULE)111' -0"03.40107.70107.42122.42403.40126.11207.7021A6.14A6.112A6.19A6.126.10823.319A6.114A6.115A6.11607.43022.42723.32323.324FIRST FLOOR100' -0"T.O.P. 2 (OVERALL)112' -0"ROOF (HIGH POINT)127' -11"T.O.P. 1 (LOWER GABLE)110' -10 1/2"2A3.22A3.23A3.23A3.2117BHADFF8" / 12"8" / 12"8" / 12"8" / 12"4" / 12"8" 12"8" 12"T.O.P. 4 (VESTIBULE)111' -0"26.1123 1/2"07.41707.42107.70107.30107.40122.42423.31907.7021A6.14A6.19A6.112A6.1A6.113A6.114A6.115A6.1703.40107.4307 1/4"A6.31410.30422.42708.90223.32323.324CAST STONE GENERAL NOTES1. THE CAST STONE MANUFACTURER IS RESPONSIBLE FOR REVIEWING AND PROVIDING SHOP DRAWINGS OF ALL CAST STONE CONDITIONS. SHOP DRAWINGS ARE TO INCLUDE, BUT NOT LIMITED TO, ELEVATIONS OF THE ASSEMBLIES SHOWING THE CAST LOCATIONS, JOINT LOCATIONS, CONNECTION DETAILS, FIELD MEASURED INFORMATION, NECESSARY COORDINATION INFORMATION FOR STRUCTURAL REVIEW AND OTHER PERTINENT INFORMATION TO INSURE PROPER FABRICATION AND INSTALLATION OF THE CAST STONE WORK.2. ALL CAST STONE FINISH TO BE SMOOTH LIMESTONE LIKE FINISH U.N.O.3. CAST STONE MANUFACTURER IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO MANUFACTURING OF THE CAST STONE PIECES. MODIFICATIONS TO ACCOMMODATE OTHER TRADES WORK, SUCH AS STEEL STRUCTURE ARE TO BE COORDINATED WITH GC.4. SEE DOOR AND WINDOW DETAILS FOR CAST STONE ASSEMBLIES LOCATED AT DOORS AND WINDOW LOCATIONS.5. SEE SPECIFICATION FOR STONE STYLE AND COLOR. PROVIDE FINISH SAMPLES TO JOB SITE OR ARCHITECT IMMEDIATELY UPON RECEIPT OF PRODUCTS REQUESTED.ELEVATION GENERAL NOTES1. BUILDING ELEVATIONS SHOWN ARE TO HELP CLARIFY OVERALL DESIGN INTENT. REFER TO FLOOR PLANS, REFLECTED CEILING PLANS, ROOF PLANS, WALL SECTIONS, ETC. FOR SPECIFIC DESIGN INFORMATION NOT EXPRESSLY DEFINED HEREIN.2. EXTERIOR FINISH MATERIALS AND TREATMENTS ARE NOT NOTED IN ALL LOCATIONS. WHERE A MATERIAL, SURFACE, OR SYSTEM IS DEFINED THE BALANCE SHALL BE CONSIDERED AS REPETITION.3. REFER TO REFLECTED CEILING PLANS AND ELECTRICAL DRAWINGS FOR SPECIFIC TYPE AND SIZE OF EXTERIOR WALL AND CEILING MOUNTED LIGHT FIXTURES.4. REFER TO REFLECTED CEILING PLANS FOR HEIGHT OF SPRING POINTS AND TOP OF ARCHES IN EXTERIOR WALLS.5. COORDINATE GUTTER AND DOWNSPOUT LOCATIONS WITH REQUIREMENTS INDICATED ON ROOF PLAN.6. GRADE LINES INDICATED ON ELEVATIONS ARE APPROXIMATE. REFER TO CIVIL DRAWINGS FOR FINISH GRADE CONTOURS.7. EXPOSED EXTERIOR WOOD MEMBERS SHALL BE STAINED, SANDBLASTED, AND RE-STAINED TO ACHIEVE ARCHITECT -APPROVED FINISH, U.N.O.8. PROVIDE SPECIFIED WATERPROOFING ON WALLS BELOW GRADE.9. REFER TO APPROPRIATE SCHEDULES FOR SIZES AND CONFIGURATIONS OF DOORS, WINDOWS, STOREFRONTS, LOUVERS, SHUTTERS, ETC.10. CONFIRM DOWNSPOUTS WITH CIVIL & PLUMBING DRAWINGS, BRING TO ARCHITECTS ATTENTION ANY DISCREPANCIES PRIOR TO CONSTRUCTION.11. ALL EXPOSED EXTERIOR STEEL TO BE HOT-DIP GALVANIZED.12. USGS DATUM OF F.F.E: ???(RE:CIVIL) EQUALS ARCHITECTURE FINISH FLOOR 100' -0" DATUM• STONE: ENVIRONMENTAL STONEWORKS, “ANDES SUMMIT SHADOW LEDGE”, STANDARD MORTAR INSTALLATION• ROOF SHINGLES:CERTAIN TEED HEATHER BLEND• WOOD TIMBERS, TRIM AND T&G CEILING:SMOOTH SURFACE, NATURAL STAIN• LAP SIDING: SHERWIN WILLIAMS BRAND #SW7602 “INDIGO BATIK”• SIDING TRIM:WHITE• STOREFRONT FRAME: ANODIZE -CLEAR • VINYL WINDOW FRAMES: WHITE FOR BOTH EXTERIOR & INTERIOR SIDE• HM DOOR PANELS & FRAMES: SHERWIN WILLIAMS BRAND #SW7048 URBANE BRONZE• PREFINISHED ALUMINUM FASCIA & SOFFIT:WHITE• GUTTER & DOWNSPOUTS:WHITE• MECHANICAL CAPS & LIGHT FIXTURES: WHITE• STANDING SEAM METAL:BERRIDGE “CITY SCAPE”• SHAKE SIDING: SHERWIN WILLIAMS BRAND #SW7602 “INDIGO BATIK”PROJ. NO:DRAWN BY:CHECKED BY:DESCRIPTIONISSUE SCHEDULENO. DATEAll design, documents and data prepared shall remain the property of TerWisscha Construction Inc and shall not be copied, changed, or disclosed in any form without written consent. TerWisscha Construction Inc shall not be responsible for any alterations or revisions made by anyone other than employees of TerWisscha Construction Inc.© TerWisscha Construction Inc1550 WILLMAR AVENUE S.E.WILLMAR, MINNESOTA 56201320.235.1664 FAX 320.235.31377/23/2021 3:00:32 PMA2.2EXTERIOR ELEVATIONS21-02-008ORCHARD PLACE155TH ST. W. AND PILOT KNOB RDAPPLE VALLEY, MN 55124RCRWWCHAFIN VETERINARYTBDFOR CONSTRUCTION11/4" = 1'-0"A2.21SOUTH ELELVATION1/4" = 1'-0"A2.22EAST ELEVATIONNTSEXTERIOR FINISH LEGENDKEYNOTE LEGENDKEY VALUEKEYNOTE TEXT03.401 PRECAST CONCRETE SPLASH BLOCKS07.301 ASPHALT SHINGLE ROOF; RE: FINISH SCHEDULE07.401 STANDING SEAM METAL ROOF; RE: FINISH SCHEDULE07.417 SIDING TRIM BOARD; RE: FINISH SCHEDULE07.421 PREFINISHED ALUMINUM FASCIA; RE: FINISH SCHEDULE07.430 SIDING CORNER TRIM; RE: FINISH SCHEDULE07.701 MANUFACTURED GUTTERS AND DOWNSPOUTS07.702 RIDGE VENT08.902 MECHANICAL LOUVER; RE; MECHANICAL10.304 HORIZONTAL TERMINATION CAP22.424 WATER HYDRANT; RE: PLUMBING22.427 DOWNSPOUT NOZZLE; RE: PLUMBING23.319 AIR HANDLING UNIT; RE: MECHANICAL23.323 VENT THROUGH ROOF; RE: MECHANICAL23.324 ROOF CAP, TYPICAL; RE: MECHANICAL26.108 EMERGENCY GENERATOR; RE: ELECTRICAL26.112 EXTERIOR LIGHT FIXTURE; RE: ELECTRICALREVISION SCHEDULENO. DESCRIPTION DATE I T E M: 5.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:November 2, 2022 S E C T I O N:L and Use / Action I tems Description: A pple Valley Square 7th A ddition S taff Contact: A lex Sharpe, Planning and Economic Dev. S pec. Department / Division: Community Development Department Applicant: A pple Valley Minnesota Realty L L C P roject Number: P C22-16-B C S V Applicant Date: 7/20/2022 60 Days: 9/18/2022 120 Days: 11/17/2022 AC T I O N RE Q UE S T E D: 1. Recommend approval of a subdivision by preliminary plat of Lot 2, Block 1, Apple Valley Square 4th Addition into two lots by Apple Valley Square 7th Addition, subject to conditions. 2. Recommend approval of a variance for the required number of parking stalls from 405 stalls to 340 stalls (65 parking stall variance) for Lot 1, Block 1, Apple Valley Square 7th Addition, subject to conditions. 3. Recommend approval of a conditional use permit for a C lass-II restaurant with drive- through and a variance to reduce the required separation distance for a Class-II restaurant from a residential use from 1,000 ft. to 506 ft. on Lot 2, Block 1, Apple Valley Square 7th Addition, subject to conditions. 4. Recommend approval of a site plan and building permit authorization for a 2,347 sq. ft. Popeyes restaurant on Lot 2, Block 1, Apple Valley Square 7th Addition, subject to conditions. S UM M ARY: T he public hearing was held on October 19, 2022. T here were no public comments, however, the Planning Commission had a number of comments. T hese are paraphrased with a staff response below: T he building façade should be updated to add more brick and less EFIS material. Staff Response: The applicant has added more brick material to the building, particularly on the south side. A general comfort with the parking stall variance as this site's parking field has not been fully utilized even when more intensive users were present. Staff Response: Staf f has evaluated the current parking needs. The current users have suf f icient parking and a condition of approval is proposed that will limit f uture users to a similar parking demand as the current users. A condition is also included requiring a cross parking agreement between the two lots being subdivided. If more intensive users were to occupy the site, what recourse does the C ity have if the variance is granted. Staff Response: As noted previously, a proposed condition of the parking variance is that the f uture parking demand be deemed similar to the current parking demand as determined by city code requirements. Pedestrian traffic in front of Aldi conflicts with site traffic, causing backups and potential for accidents. Staff Response: The City Engineer has worked with the applicant to propose a pedestrian island/ref uge instead of a landscaped island in this area. This will help to direct traff ic into the site and reduce conflicts with pedestrian crossings. B AC K G RO UND: Draft conditions for each action are included below. Any additional conditions by the Planning C ommission will be added to the resolutions brought before C ity Council. Subdiv ision by preliminary plat of L ot 2, Block 1, Apple Valley Square 4th Addition, into two lots by Apple Valley Square 7th Addition, subject to the following conditions: 1. T he plat shall be configured to have two (2) lot(s) and zero (0) outlot(s). 2. Park dedication requirements are based upon the C ity’s finding that the subdivision will create 1.259 residents/occupants that will generate a need for acres of parkland in accordance with adopted C ity standards for park services. T his required dedication shall be satisfied by a cash-in-lieu of land contribution based on .0119 acres of needed land area at a benchmark land value of $265,000 per acre, which the C ity reasonably determines that it will need to expend to acquire land elsewhere in order to provide the necessary park services as a result of this subdivision. 3. Dedication on the final plat of a ten foot (10') wide easement for drainage, utility, street, sidewalk, street lights, and tree plantings along the entire perimeter of lot(s) within the plat wherever abutting public road right-of-ways. 4. Dedication on the final plat of a five foot (5') wide drainage and utility easement along all common lot lines. 5. Installation of municipal sanitary sewer, water, storm sewer, and street improvements as necessary to serve the plat, constructed in accordance with adopted City standards, including the acquisition of any necessary easements outside the boundaries of the plat which are needed to install connections to said necessary improvements. T he Developer shall enter into an agreement with the C ity for payment of the design of said municipal improvements. 6. Installation of pedestrian improvements in accordance with the C ity's adopted Trail and Sidewalk Policies, to consist of five-foot (5') wide concrete sidewalks and/or eight-foot (8') wide along bituminous connecting to C edar Ave. 7. Submission of a final grading plan and lot elevations with erosion control procedures, to be reviewed and approved by the C ity Engineer. If the site is one (1) or more acres in size the applicant shall also submit a copy of the of the General Storm Water Permit approval from the Minnesota Pollution C ontrol Agency pursuant to Minnesota Rules 7100.1000 - 7100.1100 regarding the State N PD ES Permit prior to commencement of grading activity. 8. Construction shall be limited to the hours of 7:00 a.m. to 7:00 p.m. Monday through Friday. Weekend construction hours shall be limited to 8:00 a.m. to 5:00 p.m. 9. Earthmoving activities shall be limited to the hours of 6:30 a.m. to 5:30 p.m. Monday through Friday. 10. T he C ity receives a hold harmless agreement in favor of the C ity as drafted by the City Attorney and incorporated into the subdivision agreement. 11. A cross parking agreement between Lot 1, and Lot 2, Apple Valley Square 7th Addition, shall be executed in a form acceptable to the C ity Attorney and a copy provided to the C ity. T he Agreement shall be recorded, along with the final plat, with Dakota C ounty Recorder ’s Office. Recorded documents shall be provided to the City of Apple Valley prior to issuance of a building permit. 12. A cross access agreement between Lot 1, and Lot 2, Apple Valley Square 7th Addition, shall be executed in a form acceptable to the C ity Attorney and a copy provided to the City. T he A greement shall be recorded, along with the final plat, with the Dakota County Recorder’s Office. Recorded documents shall be provided to the City of Apple Valley prior to issuance of a building permit. 13. T he final plat shall be recorded with the County prior to the issuance of a building permit. 14. Subject to all conditions noted in the City Engineer's memo dated October 15, 2022. Variance for the required number of parking stalls from 405 stalls to 340 stalls (65 parking stall v ariance) for L ot 1, B lock 1, Apple Valley Square 7th Addition, subject to the following conditions: 1. T he variance shall be applicable to the property legally identified as Lot 1, Block 1, Apple Valley Square 7th Addition. If the Building Permit is not paid for and issued within one (1) year of the date of approval, the approval shall lapse. 2. T he Building Permit shall be applicable to property identified as Lot 2, Block 1, Apple Valley Square 7th Addition. 3. A parking stall variance is granted to reduce the total stalls required by 65 (from 405 to 340) if approved due to the unusual hardship imposed by the existing site’s buildings being designed for an interior mall, which no longer exists. A parking study has been completed to show that parking demand is met for the current tenant mix. Should the tenant mix change, new users shall generate a similar overall parking demand. 4. A cross parking agreement between Lot 1, and Lot 2, Apple Valley Square 7th Addition, shall be executed in a form acceptable to the C ity Attorney and a copy provided to the C ity. T he Agreement shall be recorded, along with the final plat, with Dakota C ounty Recorder ’s Office. Recorded documents shall be provided to the City of Apple Valley prior to issuance of a building permit. 5. T he applicant shall maintain a minimum of 340 parking stalls. A conditional use permit for a Class-I I restaurant with driv e-through and a v ariance to reduce the required separation distance for a Class-I I restaurant from a residential use from 1,000 ft. to 506 ft. on L ot 2, B lock 1, Apple Valley Square 7th Addition, subject to the following conditions: 1. Construction shall occur in conformance with the site plan dated D AT E TO BE D ET ERMIN ED. 2. All signage associated with the drive-through window service shall adhere to Section 154.04 (J )(1)(2)(3)(4)(5) by separate review and approval. 3. Site uses shall comply with parking requirements. Potential uses may be limited by overall site parking requirements. 4. A cross access agreement between Lot 1, and Lot 2, Apple Valley Square 7th Addition, shall be executed in a form acceptable to the C ity Attorney and a copy provided to the City. T he Agreement shall be recoded, along with the final plat, with the Dakota County Recorder’s Office. Recorded documents shall be provided to the C ity of Apple Valley prior to issuance of a building permit. 5. If the use allowed by the C onditional Use Permit is not completed or utilized within one (1) year of the date of approval, the permit shall become null and void. 6. T he C onditional Use Permit may be revoked for cause if the terms of (1) through (5) preceding are not adhered to. A site plan and building permit authorization for a 2,347 sq. ft. P opeyes restaurant on Lot 2, B lock 1, Apple Valley Square 7th Addition, subject to the following conditions: 1. Construction shall occur in conformance with the site plan dated D AT E TO BE D ET ERMIN ED on file with the C ity, including parking lot paving and a non- surmountable concrete curb and gutter. 2. Construction shall occur in conformance with the landscape plan dated J anuary 8, 2021 on file with the C ity, (including sodded/seeded public boulevard area up to each street curbline); subject to submission of a detailed landscape planting price list for verification of the City’s 2.5% landscaping requirement at the time of building permit application. 3. Construction shall occur in conformance with the utility plan dated D AT E TO BE D ET ERMIN ED on file with the C ity. 4. Construction shall occur in conformance with the elevation plan dated 10/21/22 on file with the C ity. 5. Landscaping shall be installed in conformance with the landscape plan dated 10/24/22 subject to revisions as required by the C ity’s Natural Resource Coordinator’s memo dated 10/27/2022. 6. A bike rack shall be installed in close proximity to the primary entrance which does not impede pedestrian flow of the proposed sidewalks. 7. Subject to all conditions noted in the City Engineer's memo dated October 15, 2022. 8. T he property owner shall execute a maintenance agreement or other suitable agreement to be filed with the deed that ensures the perpetual maintenance of all onsite stormwater areas. 9. Trash enclosures shall be screened in conformance with C ity Code. 10. All necessary mechanical protrusions visible to the exterior shall be screened or handled in accordance with Section 155.346 (3.) (a.) (b.) of the city code. 11. Issuance of a Building Permit and a final certificate of occupancy is contingent upon the project being constructed in conformance with all the preceding conditions as well as all applicable performance standards of the current zoning regulations. In the event that a certificate of occupancy is requested prior to completion of all required site improvements, a suitable financial guarantee in the amount of 125% of the estimated cost of the unfinished improvements shall be required along with an agreement authorizing the C ity or its agents to enter the premises and complete the required improvements if they are not completed by a reasonably stipulated deadline, with the cost of such City completion to be charged against the financial guarantee. 12. A separate application and signage plan in conformance with the sign regulations must be submitted to the City for review and approval prior to the erection of any signs. 13. Construction and earthmoving activities shall be limited to the hours of 7:00 a.m. to 7:00 p.m. Monday through Friday. Weekend construction hours shall be limited to the hours of 8:00 a.m. to 5:00 p.m. C onstruction shall not be performed on federal holidays. 14. T he ongoing use and occupancy of the premises is predicated on the ongoing maintenance of the structure and all required site improvements as listed in the preceding. No alteration, removal, or change to the preceding building plans or required site improvements shall occur without the express authorization of the C ity. Site improvements which have deteriorated due to age or wear shall be repaired or replaced in a timely fashion. 15. Notwithstanding Chapter 153 of the Apple Valley C ode of Ordinances, a permit may be issued prior to the platting of the land provided that the land must be platted prior to occupancy. Site Background Comprehensiv e Guiding: T he site is guided "C" (Commercial) in the 2040 Comprehensive Plan. C ommercial areas include a wide variety of retail, office and service uses that vary in intensity. T he use of this site for a Class-II Restaurant is consistent with the property's guiding. Zoning: T he site is zoned "RB" (Retail Business) which allows Class-II restaurants as a conditional use when 1,000 ft. from a residential or institutional use. Popeyes is defined as a Class-II restaurant, which includes drive-through window service. T he site is within 1,000 ft. of a residential use to the south, and as such the applicant has applied for a variance. Other restaurants in the area have applied for, and been granted a variance to this code provision. Examples include Chick-fil-A and Pennock Center. Site P lan and Subdiv ision: T he applicant is proposing to subdivide the 6.94 acre property by preliminary plat into two lots. T he primary lot, which would include the Aldi and Burlington C oat Factory, would be 6.42 acres and the new lot for Popeyes is proposed to be .52 acres. Primary access to the site would be from a shared drive on Cedar Ave to the north, and from 153rd St. W. No direct access to C edar Ave is permitted and no new access points are proposed as part of this development. Popeyes is primarily a drive-through window service restaurant and by code does not generate a need for significant parking. City C ode requires that parking lots include landscape islands when in excess of 25 parking stalls. T he existing lot currently does not meet this provision and is proposing the installation of eight new landscape islands. T he landscaping in these does not count towards the landscaping required for the Popeyes building. T he installation of these islands is consistent with other recent developments, including the Chase Bank and Pennock C enter projects. Separation Distance Variance: When considering a variance the C ity must utilize the following to determine practical difficulties. Staff and the C ity Attorney have included draft findings/responses for the Planning C ommission to consider. Special conditions apply to the structures 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: The proposed C lass-I I restaurant use is located within an intensive commercial development along and within a quadrant of a major transportation corridor (abutting C edar Ave/C ounty Rd 23 and located near the intersection of C ounty Rd 42 and C edar Ave/C ounty Rd 23). There are commercial uses, as well as another C lass-I I restaurant, between this proposed C lass-II restaurant and the closest residential structure south of 153rd Street. There are existing Class-II restaurants within this major transportation corridor that are located closer to the residential uses than the proposed use will be. T he granting of the proposed variance will not be contrary to the intent of this chapter: T he use is not contrary to the chapter: The intent of the separation distance is to minimize negative impacts to neighboring residential uses. The distance of the proposed location of the use does not directly have adverse impact to the residential uses due to the structures, public 4-lane street and ponding between the proposed use and the existing residential use, as well as the overriding impact of the high traf fic volume of Cedar Ave/C ounty Rd 23. T he special conditions or circumstances do not result from the actions of the owner/applicant: The location of this site being in Apple Valley’s downtown/ringroute area in close proximity to established residential neighborhoods(s), which includes a mix of uses, is not caused by the applicant. 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: There are existing Class-II restaurants in this immediate area and in other areas within the C ounty Road 42 and Cedar Ave corridor quadrant that are signif icantly closer to residential uses than this proposed use is to the nearby residential use. T he variance requested is the minimum variance necessary to alleviate the practical difficulty: The property owner has placed the C lass-I I restaurant on its property as f ar away f rom a residential use as possible. P arking Variance: T he applicant has applied for a 65 stall parking variance for the existing Aldi/Burlington lot, which if the subdivision is approved would become Lot 1. T he site currently has 405 parking spaces where code requires 397 spaces for the existing tenants and unused area in the Burlington store. T he proposed plans reduce the site parking to 340 parking spaces. When considering a variance the C ity must utilize the following to determine practical difficulties. Staff and the C ity Attorney have included draft findings/responses for the Planning C ommission to consider. Special conditions apply to the structures 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: The buildings on this site have deeper bays than traditional retail due to the site once being an interior mall. These deeper bays increase the square f ootage. of the interior space, which is of ten unused by the tenants, thus resulting in a higher parking requirement than the demand created by the users. T he granting of the proposed variance will not be contrary to the intent of this chapter: The variance, if granted would be consistent with the chapter ’s requirement that parking demands be met on-site. T he special conditions or circumstances do not result from the actions of the owner/applicant: The design of the existing building as an interior mall was not created by the applicant. As stated previously, this results in unused or under-utilized square f ootage resulting in a higher parking requirement than actual demand. 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: The practical dif f iculty of a parking f ield that exceeds the parking demand necessitates a variance if the proposed use is to be permitted. T he variance requested is the minimum variance necessary to alleviate the practical difficulty: The parking variance is the minimum variance necessary to allow the development. Traffic Study: A traffic study has been completed and found that the proposed use will increase traffic, but not significantly enough to warrant mitigation, or changes to the existing roadway system. Up to 50% of the traffic to this site would already be on adjacent roadways. T he C ity Engineer's memo provides additional information on the study, both of which are attached to this report for reference. Interior traffic is not formally evaluated by the City, but recommendations are often made to better the development. As noted, the C ity Engineer and the applicant are creating a pedestrian refuge that channels traffic into the site, preventing backups onto 153rd. St. W. T he addition of the landscape islands in the existing lot will help channel traffic and reduce speed in the lot. Due to the one-way configuration of the Popeyes lot, a directional signage plan is being requested prior to C ity Council review. Site Utilities: T he C ity Engineer has provided a more detailed utility analysis in their memo attached. Stormwater treatment is improved from existing conditions with the addition of an underground system and additional green space. T he sewer and water utilities will remain private and connect to the public system through the existing lot connections. T he applicant has stated they will comply with all suggestions and conditions from the City Engineer's memo. T heir response memo is attached to this report. Building E lev ations: T he applicant has increased the building's façade coverage of the Nichiha brick paneling system. By doing so, this has significantly reduced the EFIS coverage to an accent material, which is permitted by code. Landscape P lan: T he site is currently 100% impervious with the exception of the landscaping adjacent to Cedar Ave. Ordinance requires that 2.5% of the Means construction cost of Popeyes is put towards landscaping on the site. T he applicant has provided a budget which demonstrates that they meet the requirements, and has made changes based upon staff comments. Additional refinement to the plan will occur, but conditions to approval address all staff comments. P edestrian Access: T he applicant has proposed a sidewalk out to the Cedar Ave trail. T his is consistent with nearby developments such as C hase Bank. T he Comprehensive Plan encourages pedestrian connectivity wherever possible. T he zoning code also requires bike rack installation near the main entrance to facilitate multi-modal transportation. Signage: Signage is not reviewed by the Planning C ommission. However, the submission by the applicant notes several wall signs on the same wall. C ity ordinance allows one sign per wall face. Murals and other non-signage options may not constitute a sign and will require evaluation at the time of a sign permit. Env ironmental Considerations: T he site is currently 100% impervious and does not treat any stormwater on site. T he proposed project will include an underground stormwater infiltration basin which is a significant improvement from existing conditions. Additionally, the addition of landscaping on both the newly created lot, and on the existing lot is a benefit for stormwater and urban heat island affects. B UD G E T I M PAC T: All new lots are subject to park dedication. T he existing lot has previously paid park dedication fees but the newly created lot for Popeyes will be subject to park dedication. T his is consistent with nearby developments, including C hase Bank. Park dedication is required due to the demand generated by the restaurant. Based on the C ity's fee schedule the proposed building would generate the need for an additional .0119 acres of parkland in the City. AT TAC HM E NT S : Area Map Z oning Map Site P lan Preliminary P lat Plan S et Elevations L andscaping Plan Applicant L etter Applicant L etter Memo Memo 150TH ST W CEDAR AVEPENNOCK LN153RD ST W GARRETT AVEWHITNEY DR FRONTAGE RD 151ST ST WGLEASON PATH150TH ST W CEDAR AVESITE Apple Valley Square7th Addition Proposed Popeyes Location ¯ ^ 150TH ST W CEDAR AVEPENNOCK LN153RD ST W GARRETT AVEWHITNEY DR FRONTAGE RD 151ST ST WGLEASON PATH150TH ST W CEDAR AVE8C M- RB RB RB PD-M-7C M-6C PD-244 PD-507 PD-244SITE Apple Valley Square7th Addition Zoned "RB" Retail Business Proposed Popeyes Location ¯ ^ XXXXXXXX153RD STREET 80 FOOT R/W Utility Easement per platUtility Easementper plat10 10Utility Easementper platCEDAR AVENUE (CO. RD. NO. 23)150 FOOT R/WUtility Easement Vacated per Doc. No. 3128105 U GM MB MBU U GM 20per plat15 151010 Trail and Utility Easementper R/W Plat and Doc. No. 302929115 20 20 15EXISTING BURLINGTON COAT FACTORY FFE = 954.00' EXISTING ALDI FFE : 954.22 Utility Easement per Doc. No. ___________Utility Easementper platUtility Easement per plat Utility Easement per plat POPEYES 2,347 SQ. FT. FFE = 954.85COOLER168 SF5 5 23 17 12 10 9 11 11 15 27 28 11 29 28 10 9 10 14 5 19 32 19870 C3 SITE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: Z:\19000 PROJ\19800-19899\19870 TLM COMMERCIAL PROPERTY-APPLE VALLEY MN\19870 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\19870 C3 SITE.DWGC3-10 - 07/18/2022 16-19870 C3-10 SITE PLAN ---- ---- C3-10 APPLE VALLEY MINNESOTA SITE PLAN 0 SCALE IN FEET 30 60 LFO LFO/RJA RJA LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONPLOT DATE: 10/24/2022 12:16 PMRYAN J. ANDERSON 09/20/2022 55938 APPLE VALLEY SQUARE 7TH ADDITION NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. PAVEMENT LEGEND SYMBOL DESCRIPTION BITUMINOUS PAVEMENT CONCRETE PAVEMENT B618 CURB & GUTTER, TYP. (REFER TO DETAILS) B618 CURB & GUTTER, TYP. (REFER TO DETAILS) B618 CURB & GUTTER, TYP. (REFER TO DETAILS) 1' WIDE BITUMINOUS PAVEMENT PATCH TO ALLOW FOR CURB ISLAND CONSTRUCTION, (MATCH EXISTING SECTION) 1' WIDE BITUMINOUS PAVEMENT PATCH (MATCH EXISTING SECTION) 1' WIDE BITUMINOUS PAVEMENT PATCH (MATCH EXISTING SECTION) PROPOSED LOT LINE, TYP. STRIPING PER MN MUTCD STANDARDS, TYP. RESTRIPE ALL DISTURBED PARKING STALLS WITH 4" PAINT. MATCH EXISTING STRIPING CONFIGURATION, TYP. SITE SUMMARY PROJECT ADDRESS/LOCATION: 7575 153RD STREET WEST APPLE VALLEY, MINNESOTA 55124 ZONING:RB, RETAIL BUSINESS PARKING CALCULATIONS LAND USE CLASSIFICATION (LOT 2)RETAIL STORE (S) PARKING SPACES REQUIRED (155.379 O - RETAIL STORE) 1 SPACE PER 150 SF UP TO 20,000 SF, THEN 1 SPACE PER 200 SF GROSS FLOOR AREA [SF] ACTUAL RETAIL AREA [SF] ALDI -12,453 BURLINGTON 55,162 50,148 BURLINGTON UNUSED - FUTURE 11,126 10,115 APPLE VALLEY SQUARE (TOTAL)-72,716 REQUIRED PARKING SPACES (20,000 / 150) + [(72,716-20,000)/200] = 397 LAND USE CLASSIFICATION (LOT 1)CLASS II RESTAURANT PARKING SPACES REQUIRED (155.379 P 2)1 SPACE PER 3 SEATS PARKING SPACES REQUIRED 24 TOTAL SEATS / 3 = 8 SITE TOTALS REQUIRED PROVIDED LOT 1 8 18 LOT 2 397 322 TOTAL 405 340 10' RIGHT TURN STRIPING WITH TRAFFIC DELINEATORS PLACED AT 5 FT INTERVALS AP CNR5010.00UEUEUEUEUEUEUEUEXXXXXI I I I IIIIII III I I I I I I I>>>>Utility Easement per platUtility Easementper plat 1010 Utility Easementper platUtility Easement Vacatedper Doc. No. 3128105UEUEUEUEUEUEUEUEUEUEG UEUEUTLUTLUTLUTLUTLUTLUTLUTLUTLUE UE UE G UGMMBMBUUGM> 20 Utility Easementper plat15 15 10 10Trail and Utility Easement per R/W Plat and Doc. No. 302929115202015>>>UtilityEasementper Doc.No.___________Utility Easementper plat Utility Easementper platUtility Easementper platPOPEYES2,347 SQ. FT.FFE = 954.85COOLER 168 SF10.002015.0015 EAST 295.00NORTH40.00WEST 488.00NORTH 480.00 10.0020N00°06'16"W 131.84 EAST 387.92S00°06'16"E 310.00 2BLOCK 11WEST 208.42179.50208.42WEST 195.49SOUTH 210.00 76.00 16.40 83.00 EAST32.00112.00175.50 EAST5.00S08°22'33"E100.57EAST51.04SOUTH 305.60EAST 306.00SOUTH 427.60EAST 202.23EAST 131.00SOUTH 520.00EAST 150.00TRAIL, DRAINAGE AND UTILITY EASEMENT PERDOCUMENT NO. 32814861510357.0030.00105551583.50 21.5843.00325.92N89°53'44"E75.00N00°06'16"W 1538.70N01°59'48"E34.64S89°34'22"W 163.38N82°14'14"W 132.52N00°37'44"W17.94173.6333.9015 {Group Health Plan Inc.}{City of Apple Valley}GMSignRetaining WallRetaining Wall Storm Drain GMRetaining WallCommon Wall178.16 131.84 20 20DRAINAGE AND UTILITY EASEMENTDRAINAGE AND UTILITY EASEMENTDRAINAGE AND UTILITY EASEMENTDRAINAGE AND UTILITY EASEMENTDRAINAGE AND UTILITY EASEMENT5APPLE VALLEY SQUARE 7TH ADDITIONINDICATES MAG NAIL SET OR WILL BESET IN ACCORDANCE WITH MNSTATUTES SECTION 505.021, SUBD. 10DENOTES RESTRICTED ACCESS PERPLAT OF APPLE VALLEY SQUARE 4THADDITION AND THE DAKOTA COUNTYCONTIGUOUS PLAT ORDINANCELEGENDBEARING NOTE:For the purposes of this plat the east line of Lot 2, Block 1, APPLEVALLEY SQUARE 4TH ADDITION, Dakota County, Minnesota isassumed to bear S00°06'16"E.50100SEC. 33, TWP. 115, RGE. 20VICINITY MAPCity of Apple Valley, Dakota County, MN.SITEEXISTING LEGAL DESCRIPTION:(per Title No. 51976)Lot 2, Block 1, Apple Valley Square 4th Addition, Dakota County, Minnesota.Together with any easements as set forth in that certain Declaration, datedOctober 1, 1982, recorded November 12, 1982 as Document No. 611320; asamended by First Amendment to Declaration dated June 11, 1986, recordedJune 30, 1986 as Document No. 732565 in the Office of the County Recorderin and for Dakota County, Minnesota.OWNERS / DEVELOPERS:SURVEYOR:Apple Valley Minnesota Realty LLCISG7300 147th Street West7900 International DriveSuite 402Suite 550Apple Valley, MN 55124Minneapolis, MN 55425952-222-3939 952-426-0699 AREA TABLE:Existing:Lot 2, Block 1 = 302,473 sq. ft. - 6.94 acresProposed New Lot:Lot 1, Block 1 = 279,783 sq. ft. - 6.42 acresLot 2, Block 1 = 22,690 sq. ft. - 0.52 acresEXISTING PROPERTY:ZONED: RB - Retail Business(Per City of Apple Valley website)Building SetbacksFront = 50 feetSide = 15 feetRear = 15 feetStreet = 30 feetParking SetbacksFront = 15 feetSide = 5 feetRear = 5 feetStreet = 20 feetBENCHMARK:Onsite benchmark is top nut of hydrant located on the west side of the parking lot,37.5' south and 40.5' east of the sw planter box corner.Elev=955.12 (NAVD88).Offsite benchmark is MnDOT monument VALLEY, Elev=947.895 (NAVD88).FLOOD ZONE:The flood zone classification/limits depicted hereon, if any, are subject to map scaleuncertainty. The surveyed property shown on this survey map is in Flood Zone X,according to Flood Insurance Rate Map Community Panel No. 27037C0201E,published by the Federal Emergency Management Agency, effective dateDecember 2, 2011. 19870 C0 TITLE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\19000 PROJ\19800-19899\19870 TLM COMMERCIAL PROPERTY-APPLE VALLEY MN\19870 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\19870 C0 TITLE.DWGCOMMERCIAL DEVELOPMENT APPLE VALLEY, MINNESOTA PROJECT INDEX: OWNER: APPLE VALLEY MINNESOTA REALTY LLC 7300 147TH STREET WEST APPLE VALLEY, MINNESOTA 55124 PH: (952) 222-3939 PROJECT ADDRESS / LOCATION: S33 / TWP115 / R20 7575 153RD STREET WEST APPLE VALLEY, MINNESOTA PROJECT MANAGER: RYAN ANDERSON EMAIL: RYAN.ANDERSON@ISGINC.COM APPLE VALLEY SQUARE 7TH ADDITION ISG PROJECT # 16-19870 PROJECT LOCATION B.M. ELEVATION= 955.12 TOP NUT OF FIRE HYDRANT. LOCATED APPROXIMATELY 58' NORTH AND 49' EAST FROM BURLINGTON MAIN ENTRY MANAGING OFFICE: 6.ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, CLEANED AND CONDITIONED ACCORDING TO MANUFACTURERS' INSTRUCTIONS. IN CASE OF DISCREPANCIES BETWEEN MANUFACTURERS' INSTRUCTIONS AND THE CONTRACT DOCUMENTS, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. 7.ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION. 8.THE LOCATION AND TYPE OF ALL INPLACE UTILITIES SHOWN ON THE PLANS ARE FOR GENERAL INFORMATION ONLY AND ARE ACCURATE AND COMPLETE TO THE BEST OF THE KNOWLEDGE OF I & S GROUP, INC. (ISG). NO WARRANTY OR GUARANTEE IS IMPLIED. THE CONTRACTOR SHALL VERIFY THE SIZES, LOCATIONS AND ELEVATIONS OF ALL INPLACE UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. 9.THE CONTRACTOR IS TO CONTACT "GOPHER STATE ONE CALL" FOR UTILITY LOCATIONS, MINIMUM 2 BUSINESS DAYS PRIOR TO ANY EXCAVATION / CONSTRUCTION (1-800-252-1166). 1.ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS, WHICH INCLUDE, BUT ARE NOT LIMITED TO, THE OWNER - CONTRACTOR AGREEMENT, THE PROJECT MANUAL (WHICH INCLUDES GENERAL SUPPLEMENTARY CONDITIONS AND SPECIFICATIONS), DRAWINGS OF ALL DISCIPLINES AND ALL ADDENDA, MODIFICATIONS AND CLARIFICATIONS ISSUED BY THE ARCHITECT/ENGINEER. 2.CONTRACT DOCUMENTS SHALL BE ISSUED TO ALL SUBCONTRACTORS BY THE GENERAL CONTRACTOR IN COMPLETE SETS IN ORDER TO ACHIEVE THE FULL EXTENT AND COMPLETE COORDINATION OF ALL WORK. 3.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 4.FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 5.DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF DETAILING REQUIRED THROUGHOUT THE WORK. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO DETAILS SHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. SPECIFICATIONS REFERENCE ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF APPLE VALLEY REQUIREMENTS AND MnDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, 2020 EDITION, AND THE STANDARD SPECIFICATIONS FOR SANITARY SEWER, STORM DRAIN AND WATERMAIN AS PROPOSED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA 2018, UNLESS DIRECTED OTHERWISE. PROJECT DATUM HORIZONTAL COORDINATES HAVE BEEN REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83), 1996 ADJUSTMENT (NAD83(1996)) ON THE DAKOTA COUNTY COORDINATE SYSTEM, IN U.S. SURVEY FEET. ELEVATIONS HAVE BEEN REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). RTK GPS METHODS WERE USED TO ESTABLISH HORIZONTAL AND VERTICAL COORDINATES FOR THIS PROJECT. TOPOGRAPHIC SURVEY THIS PROJECT'S TOPOGRAPHIC SURVEY CONSISTS OF DATA COLLECTED IN OCTOBER 2018 BY ISG. PROJECT GENERAL NOTES LEGEND EXISTING CITY LIMITS ACCESS CONTROL SECTION LINE QUARTER SECTION LINE RIGHT OF WAY LINE PROPERTY / LOTLINE EASEMENT LINE CULVERT WATER EDGEW WET WETLAND BOUNDARY WETLAND / MARSH WATER FENCE LINEXXXX UT STORM SEWER SANITARY SEWER> SANITARY SEWER FORCEMAIN<IICONTOUR (MAJOR) I UNDERGROUND TELEPHONE OVERHEAD ELECTRICOE UNDERGROUND ELECTRICUE UNDERGROUND TVUTV GASG FBO UNDERGROUND FIBER OPTIC CONTOUR (MINOR) DECIDUOUS TREE CONIFEROUS TREE TREE LINE MANHOLE/STRUCTURE CATCH BASIN HYDRANT CURB STOP VALVE UTILITY PEDESTAL / CABINET POWER POLE 990 989 PROPOSED CULVERT STORM SEWER SANITARY SEWER> WATERII OVERHEAD ELECTRICOE UNDERGROUND ELECTRICUE UNDERGROUND TVUTV GASG CONTOUR MANHOLE (STORM, SANITARY) CATCH BASIN HYDRANT VALVE EASEMENT RIGHT OF WAY >> >> >> >> STORM SEWER (PIPE WIDTH) 1015 LOT LINE SANITARY SEWER (PIPE WIDTH) OVERHEAD UTILITYOHL UNDERGROUND UTILITY UTL 0 SCALE IN FEET 1000 2000 ABBREVIATIONS: LOCATION MAP N S W E AC ACRE ADA AMERICANS WITH DISABILITIES ACT ADD ADDENDUM AFF ABOVE FINISHED FLOOR AGG AGGREGATE APPROXAPPROXIMATE ARCH ARCHITECT, ARCHITECTURAL BFE BASEMENT FLOOR ELEVATION BIT BITUMINOUS CAD COMPUTER-AIDED DESIGN CB CATCH BASIN CFS CUBIC FEET PER SECOND CF CUBIC FOOT CI CAST IRON CIP CAST IRON PIPE CIPC CAST IN PLACE CONCRETE CJ CONTROL JOINT CL CENTERLINE CMP CORRUGATED METAL PIPE CO CLEANOUT CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CY CUBIC YARD C&G CURB AND GUTTER DEMO DEMOLITION DIA DIAMETER DIM DIMENSION DS DOWNSPOUT EA EACH ELEC ELECTRICAL ELEV ELEVATION EOF EMERGENCY OVERFLOW EQ EQUAL EX EXISTING FDC FIRE DEPARTMENT CONNECTION FDN FOUNDATION FES FLARED END SECTION FFE FINISHED FLOOR ELEVATION FPM FEET PER MINUTE FPS FEET PER SECOND FT FOOT, FEET FTG FOOTING GA GAUGE GAL GALLON GALV GALVANIZED GC GENERAL CONTRACTOR GFE GARAGE FLOOR ELEVATION GL GUTTER LINE GPM GALLONS PER MINUTE GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE HD HEAVY DUTY HH HANDHOLE HORIZ HORIZONTAL HR HOUR HWL HIGH WATER LEVEL HWY HIGHWAY HYD HYDRANT I INVERT ID INSIDE DIAMETER IN INCH INV INVERT IP IRON PIPE IPS IRON PIPE SIZE J-BOX JUNCTION BOX JT JOINT LF LINEAR FEET LIN LINEAR LPS LOW PRESSURE STEAM LS LUMP SUM LSO LOWEST STRUCTURAL OPENING MAX MAXIMUM MB MAIL BOX MECH MECHANICAL MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS NO NUMBER NTS NOT TO SCALE NWL NORMAL WATER LEVEL OC ON CENTER OCEW ON CENTER EACH WAY OH OVERHEAD OHD OVERHEAD DOOR OZ OUNCE PED PEDESTAL, PEDESTRIAN PERF PERFORATED PL PROPERTY LINE PP POLYPROPYLENE PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE PVMT PAVEMENT QTY QUANTITY R RIM RAD RADIUS RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN REBAR REINFORCING BAR REM REMOVE ROW RIGHT OF WAY R/W RIGHT OF WAY SAN SANITARY SCH SCHEDULE SF SQUARE FOOT SPEC SPECIFICATION SQ SQUARE STA STATION SY SQUARE YARD T/C TOP OF CURB TEL TELEPHONE TEMP TEMPORARY THRU THROUGH TNFH TOP NUT OF FIRE HYDRANT TRANS TRANSFORMER TV TELEVISION T/W TOP OF WALL TYP TYPICAL UT UTILITY, UNDERGROUND TELEPHONE VCP VITRIFIED CLAY PIPE W/O WITHOUT W/WITH YD YARD YR YEAR - 07/18/2022 16-19870 C0-10 TITLE ---- ---- C0-10 C0-10 PLAN REVIEWSITE APPLE VALLEY MINNESOTA 7900 INTERNATIONAL DRIVE SUITE 550 MINNEAPOLIS, MN 55425 PHONE: 952.426.0699 BLOOMINGTON OFFICE TITLE LFO LFO/RJA RJA SHEET INDEX LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONPLOT DATE: 9/20/2022 10:25 AMRYAN J. ANDERSON 09/20/2022 55938 APPLE VALLEY SQUARE 7TH ADDITION NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION.CEDAR AVENUE150TH STREET W 153RD STREET W Apple Valley, Minnesota Cityof C0-10 TITLE C0-20 SITE DETAILS C0-21 SITE DETAILS C0-22 STORMTECH DETAILS C0-23 STORMTECH DETAILS C1-10 GRADING & EROSION CONTROL PLAN C2-10 EXISTING SITE AND REMOVAL PLAN C3-10 SITE PLAN C3-20 UTILITY PLAN C5-10 LANDSCAPE PLAN C0-30 PRELIMINARY PLAT TRENCH WIDTH, SEE TABLE 1 1 6" GRANULAR BEDDING PIPE OD (BC)12"COMPACTED BACKFILL 0.15 BC STORM DRAIN PIPE BACKFILL W/GRANULAR MATERIAL OR SELECT MATERIAL FROM EXCAVATION TO 6" ABOVE PIPE TRENCH WIDTH PIPE Ø TRENCH WIDTH 36" OR LESS BC + 24" 42" TO 54"1.5 x BC 60" OR OVER BC + 36" NOTES: GRANULAR BEDDING AND BACKFILL FOR STORM DRAIN PIPES SHALL BE INCIDENTAL TO STORM DRAIN CONSTRUCTION 0.6 BC NON-CONCRETE STORM DRAIN PIPE BEDDING NTS6"OD6""W" (SEE TABLE) 4" THICK RIGID, 35 PSI MIN POLYSTYRENE INSULATION, R=15.0 MIN TYPICAL DIMENSIONS PIPE DEPTH (FEET) "W" (FEET) 2 8 3 6 4 4 NOTES: INSULATE ENTIRE SERVICE LENGTH OF SERVICE LINE PIPE INSULATION SANITARY SEWER NTS 19870 C0 DETAILS DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\19000 PROJ\19800-19899\19870 TLM COMMERCIAL PROPERTY-APPLE VALLEY MN\19870 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\19870 C0 DETAILS.DWG C0320 - 07/18/2022 16-19870 C0-20 SITE DETAILS ---- ---- C0-20 APPLE VALLEY MINNESOTA SITE DETAILS LFO LFO/RJA RJA LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONPLOT DATE: 9/20/2022 10:13 AMRYAN J. ANDERSON 09/20/2022 55938 APPLE VALLEY SQUARE 7TH ADDITION NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. 8"12"6"13 12"6" 3 1 R3" R12" R3" HORIZONTAL LINE7"2 1 CONCRETE CURB & GUTTER NTS B612 NOTES: LONGITUDINAL JOINT WHEN ADJACENT TO RIGID PAVEMENT OR BASE. SLOPE 0.06FT/FT NORMAL, UNLESS OTHERWISE SPECIFIED. IF A DIFFERENT GUTTER SLOPE IS PERMITTED, THE FORM MAY BE TILTED. CURB AND GUTTER FOUNDATION SHALL CONSIST OF MINIMUM 6" THICK MNDOT CLASS 5 AGGREGATE BASE, EXTENDED A MINIMUM OF 12" BEHIND THE BACK OF CURB. 1 2 3 WATERMAIN PIPE GRANULAR BEDDING COMPACTED BACKFILL 12"OD6"OD+24" MAX NOTE: GRANULAR BEDDING AND ENCASEMENT FOR WATERMAIN PIPES SHALL BE INCIDENTAL TO CONSTRUCTION PIPE BEDDING WATER MAIN NTS 19870 C0 DETAILS DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\19000 PROJ\19800-19899\19870 TLM COMMERCIAL PROPERTY-APPLE VALLEY MN\19870 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\19870 C0 DETAILS.DWG C0-21 - 07/18/2022 16-19870 C0-21 SITE DETAILS ---- ---- C0-21 APPLE VALLEY MINNESOTA SITE DETAILS LFO LFO/RJA RJA LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONPLOT DATE: 9/20/2022 10:13 AMRYAN J. ANDERSON 09/20/2022 55938 APPLE VALLEY SQUARE 7TH ADDITION NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. 19870 C0 DETAILS DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\19000 PROJ\19800-19899\19870 TLM COMMERCIAL PROPERTY-APPLE VALLEY MN\19870 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\19870 C0 DETAILS.DWG C0-22 - 07/18/2022 16-19870 C0-22 STORMTECH DETAILS ---- ---- C0-22 APPLE VALLEY MINNESOTA STORMTECH DETAILS LFO LFO/RJA RJA LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONPLOT DATE: 9/20/2022 10:13 AMRYAN J. ANDERSON 09/20/2022 55938 APPLE VALLEY SQUARE 7TH ADDITION NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. 19870 C0 DETAILS DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\19000 PROJ\19800-19899\19870 TLM COMMERCIAL PROPERTY-APPLE VALLEY MN\19870 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\19870 C0 DETAILS.DWG C0-23 - 07/18/2022 16-19870 C0-23 STORMTECH DETAILS ---- ---- C0-23 APPLE VALLEY MINNESOTA STORMTECH DETAILS LFO LFO/RJA RJA LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONPLOT DATE: 9/20/2022 10:13 AMRYAN J. ANDERSON 09/20/2022 55938 APPLE VALLEY SQUARE 7TH ADDITION NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. FD MAG NAIL FD 1/2" IRONRLS 24332FOUND CHISELED "X"10 2015 15 EAST 295.00NORTH40.00WEST 488.00NORTH 480.00 1020N00°06'16"W 131.84 EAST 387.92S00°06'16"E 310.00 2BLOCK 1FD MAG NAILVARIABLE WIDTHEAST LINE LOT 2, BLOCK 1APPLE VALLEY SQUARE 4TH ADDITIONDRAINAGE AND UTILITY EASEMENTDRAINAGE AND UTILITY EASEMENTFOUND CHISELED "X"1WEST 208.42179.50208.42WEST 195.49SOUTH 210.00 76.00 16.40 83.00 EAST32.00112.00175.50 EAST5.00S08°22'33"E100.57EAST51.04SOUTH 305.60EAST 306.00SOUTH 427.60EAST 202.23EAST 131.00SOUTH 520.00EAST 150.00TRAIL, DRAINAGE AND UTILITY EASEMENTPER DOCUMENT NO. 32814861510357.00FOUND CHISELED "X" FD 1/2" IRONRLS 24332DRAINAGE AND UTILITY EASEMENTDRAINAGE AND UTILITY EASEMENTDRAINAGE AND UTILITY EASEMENTDRAINAGE AND UTILITY EASEMENTDRAINAGE AND UTILITY EASEMENTDRAINAGE AND UTILITY EASEMENTDRAINAGE AND UTILITY EASEMENT30.008080 15610555 5 1583.50 21.5843.00325.92N89°53'44"E75.00EAST 1/4 CORNERSEC. 33-T115-R20N00°06'16"W 1538.70N01°59'48"E34.64S89°34'22"W 163.38N82°14'14"W 132.52N00°37'44"W17.94173.6333.9015 552317121091111152728112928109101451932Mag Nail1/2" Ironrls 24332Chiseled "x"1/2" IronChiseled "x"Chiseled "x"Chiseled "x"{Group Health Plan Inc.}{City of Apple Valley}GMCart Corral SignRetaining WallRetaining Wall Storm Drain GMRetaining WallCommon Wall178.16 131.84 FD MAG NAILAPPLE VALLEY SQUARE 7TH ADDITIONINDICATES MAG NAIL SET OR WILL BESET IN ACCORDANCE WITH MNSTATUTES SECTION 505.021, SUBD. 10DENOTES RESTRICTED ACCESS PERPLAT OF APPLE VALLEY SQUARE 4THADDITION AND THE DAKOTA COUNTYCONTIGUOUS PLAT ORDINANCELEGENDBEARING NOTE:For the purposes of this plat the east line of Lot 2, Block 1, APPLEVALLEY SQUARE 4TH ADDITION, Dakota County, Minnesota isassumed to bear S00°06'16"E.50100S E 1 / 4 SW 1 / 4SEC. 33, TWP. 115, RGE. 20VICINITY MAPCity of Apple Valley, Dakota County, MN.NW 1 / 4 NE 1 / 4 SITEEXISTING LEGAL DESCRIPTION:(per Title No. 51976)Lot 2, Block 1, Apple Valley Square 4th Addition, Dakota County, Minnesota.Together with any easements as set forth in that certain Declaration, datedOctober 1, 1982, recorded November 12, 1982 as Document No. 611320; asamended by First Amendment to Declaration dated June 11, 1986, recordedJune 30, 1986 as Document No. 732565 in the Office of the County Recorderin and for Dakota County, Minnesota.OWNERS / DEVELOPERS:SURVEYOR:Apple Valley Minnesota Realty LLCISG7300 147th Street West7900 International DriveSuite 402Suite 550Apple Valley, MN 55124Minneapolis, MN 55425952-222-3939 952-426-0699 AREA TABLE:Existing:Lot 2, Block 1 = 302,473 sq. ft. - 6.94 acresProposed New Lot:Lot 1, Block 1 = 279,783 sq. ft. - 6.42 acresLot 2, Block 1 = 22,690 sq. ft. - 0.52 acresEXISTING PROPERTY:ZONED: RB - Retail Business(Per City of Apple Valley website)Building SetbacksFront = 50 feetSide = 15 feetRear = 15 feetStreet = 30 feetParking SetbacksFront = 15 feetSide = 5 feetRear = 5 feetStreet = 20 feetBENCHMARK:Onsite benchmark is top nut of hydrant located on the west side of the parking lot,37.5' south and 40.5' east of the sw planter box corner.Elev=955.12 (NAVD88).Offsite benchmark is MnDOT monument VALLEY, Elev=947.895 (NAVD88).FLOOD ZONE:The flood zone classification/limits depicted hereon, if any, are subject to map scaleuncertainty. The surveyed property shown on this survey map is in Flood Zone X,according to Flood Insurance Rate Map Community Panel No. 27037C0201E,published by the Federal Emergency Management Agency, effective dateDecember 2, 2011.C0-30 5 5 23 17 12 10 9 11 11 15 27 28 11 29 28 10 9 10 14 5 19 32 UE UE UE UE UE UE UE UE UE UE UE UE UEXXXXXXXXIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII>>>>>>>>>153RD STREET 80 FOOT R/W Utility Easement per plat Utility Easement per Doc. No. ___________Utility Easementper plat10 10Utility Easementper platUtility Easementper platCEDAR AVENUE (CO. RD. NO. 23)150 FOOT R/WUtility Easement Vacated per Doc. No. 3128105 UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UEUE GGGUEUE I UTLUTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UEUEUEUEUEGU GM MB MBU U GM >>>Utility Easement per plat 20per plat15 Utility Easement per plat 151010 Trail and Utility Easementper R/W Plat and Doc. No. 302929115 20 20 15I EXISTING BURLINGTON COAT FACTORY FFE = 954.00' EXISTING ALDI FFE : 954.22 >>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>95495395295 4954954 953954954953954954953954955 955 954 955955954 95 4 954954 954954 954953952951951 952 953953952953954953953954957956955954953953953 9549 5 3 9539 5 3 952953953953954951 952 953953954955953953 95595 3 9539549539 5 4 954953953>>>>POPEYES 2,347 SQ. FT. FFE = 954.85COOLER168 SFGGG G G G UTUTUT UT UT UT IIIIII>>>>>>>>>>>>>>UE >>>>UEUEUEUEUEUEUEUEI>>>>>>>>PC PC PC PC PC PCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPCPC PC PC 19870 C1 SWPPP DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\19000 PROJ\19800-19899\19870 TLM COMMERCIAL PROPERTY-APPLE VALLEY MN\19870 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\19870 C1 SWPPP.DWGC1-10 - 07/18/2022 16-19870 C1-10 GRADING & EROSION CONTROL PLAN ---- ---- C1-10 APPLE VALLEY MINNESOTA GRADING & EROSION CONTROL PLAN 0 SCALE IN FEET 30 60 LFO LFO/RJA RJA LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONPLOT DATE: 9/20/2022 10:13 AMRYAN J. ANDERSON 09/20/2022 55938 APPLE VALLEY SQUARE 7TH ADDITION NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. PROPOSED LOT LINE, TYP. EROSION CONTROL LEGEND SYMBOL DESCRIPTION PERIMETER CONTROL STORM DRAIN INLET PROTECTION STABILIZED CONSTRUCTION EXIT CONCRETE WASHOUT AREA EXISTING DRAINAGE ARROW PROPOSED DRAINAGE ARROW EXISTING CONTOUR (MINOR INTERVAL) EXISTING CONTOUR (MAJOR INTERVAL) PROPOSED CONTOUR (MINOR INTERVAL) PROPOSED CONTOUR (MAJOR INTERVAL) PERIMETER CONTROL CAN BE SILT FENCE OR SEDIMENT CONTROL LOG. SEE SITE RESTORATION PLAN FOR FINAL TURF ESTABLISHMENT. NOTE: SWPPP COVERAGE INCLUDES ELECTRIC, GAS, TELEPHONE, AND CABLE INSTALLATION. EACH COMPANY OR THEIR SUBCONTRACTOR IS RESPONSIBLE TO FOLLOW THE REQUIREMENTS OF THIS SWPPP INCLUDING PROVIDING THEIR OWN RESTORATION IF INSTALLATION OCCURS AFTER PRIMARY INSTALLATION OF SEEDING/SODDING/MULCHING DURING CONSTRUCTION OF EACH UTILITY. PC 101 100 101 100 EROSION CONTROL QUANTITIES ITEM NO.UNITS QUANTITY PROPOSED STORM DRAIN INLET PROTECTION EACH 15 STABILIZED CONSTRUCTION EXIT EACH 1 PERIMETER CONTROL LF 1,575 CONCRETE WASHOUT AREA EACH 1 QUANTITIES ARE FOR INFORMATIONAL PURPOSES TO MEET THE REQUIREMENTS OF THE CONSTRUCTION STORMWATER PERMIT. NO GUARANTEE IS MADE TO THE ACTUAL QUANTITIES REQUIRED. UE UE UE UE UE UE UE UE UE UE UE UE UEXXXXXXXXIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII>>>>>>>>>153RD STREET 80 FOOT R/W Utility Easement per plat Utility Easement per Doc. No. ___________Utility Easementper plat10 10Utility Easementper platUtility Easementper platCEDAR AVENUE (CO. RD. NO. 23)150 FOOT R/WUtility Easement Vacated per Doc. No. 3128105 UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UEUE GGGUEUE I UTLUTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UEUEUEUEUEGU GM MB MBU U GM >>>Utility Easement per plat 20per plat15 Utility Easement per plat 151010 Trail and Utility Easementper R/W Plat and Doc. No. 302929115 20 20 15I EXISTING BURLINGTON COAT FACTORY FFE = 954.00' EXISTING ALDI FFE : 954.22 >>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>STORM MH RIM=953.08 I(W)=946.73 I(N)=946.75 >>>>>>>>>>>>>>STORM MH RIM=953.53 I(W)=948.07 I(S)=948.19 CO I(W)=949.11SAN MH I(E)=945.69 8"PVC I(S) 945.64 8" PVC STORM MH RIM=952.25 I(E)=944.95 12" PVC STORM MH RIM=952.43 I=SEALED STORM MH RIM=951.91 I(N)=946.04 I(W)=946.04 >>>>>>STORM MH RIM=952.64 I(S)=943.51 I(E)=945.59 STORM MH RIM=953.00 I(S)=947.19 95495395295 4954954 953954954953954954953954955 955 954 955955954 95 4 954954 954954 954953952951951 952 953953952953954953953954957956955954953953953 9549 5 3 9539 5 3 952953953953954951 952 953953954955953953 95595 3 9539549539 5 4 954953953>>>>19870 C2 EXIST DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\19000 PROJ\19800-19899\19870 TLM COMMERCIAL PROPERTY-APPLE VALLEY MN\19870 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\19870 C2 EXIST.DWG C2-10 - 07/18/2022 16-19870 C2-10 EXISTING SITE AND REMOVAL PLAN ---- ---- C2-10 APPLE VALLEY MINNESOTA EXISTING SITE AND REMOVAL PLAN 0 SCALE IN FEET 30 60 LFO LFO/RJA RJA LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONPLOT DATE: 9/20/2022 10:13 AMRYAN J. ANDERSON 09/20/2022 55938 APPLE VALLEY SQUARE 7TH ADDITION NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. REMOVAL LEGEND SYMBOL DESCRIPTION REMOVE BITUMINOUS PAVEMENT REMOVE CONCRETE WALK REMOVE PAVEMENT STRIPING REMOVE LANDSCAPING CONTRACTOR SHALL VERIFY EXISTING PAVEMENT SECTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. PAVEMENT REMOVALS SHALL INCLUDE FULL DEPTH SAWCUT AND SECTION REMOVAL. EXISTING PROPERTY LINE, TYP. REMOVE CURB AND GUTTER, TYP. REMOVE BITUMINOUS PAVEMENT, TYP. REMOVE AND REPLACE TRAFFIC SIGN, TYP. EXISTING WATER MAIN (FIELD VERIFY MATERIAL, SIZE, AND DEPTH) REMOVE STORM SEWER REMOVE STORM STRUCTURE PROTECT STORM SEWER PROTECT EXISTING SANITARY SERVICE, TYP. PROTECT STORM SEWER REMOVE CURB AND GUTTER, TYP. BENCHMARK = 955.12 (TOP NUT OF FIRE HYDRANT) REMOVE LIGHT POLE 5 5 23 17 12 10 9 11 11 15 27 28 11 29 28 10 9 10 14 5 19 32XXXXXX XX153RD STREET 80 FOOT R/W Utility Easement per plat Utility Easement per Doc. No. ___________Utility Easementper plat10 10Utility Easementper platUtility Easementper platCEDAR AVENUE (CO. RD. NO. 23)150 FOOT R/WUtility Easement Vacated per Doc. No. 3128105 U GM MB MBU U GM Utility Easement per plat 20per plat15 Utility Easement per plat 151010 Trail and Utility Easementper R/W Plat and Doc. No. 302929115 20 20 15EXISTING BURLINGTON COAT FACTORY FFE = 954.00' EXISTING ALDI FFE : 954.22 POPEYES 2,347 SQ. FT. FFE = 954.85COOLER168 SF19870 C3 SITE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\19000 PROJ\19800-19899\19870 TLM COMMERCIAL PROPERTY-APPLE VALLEY MN\19870 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\19870 C3 SITE.DWGC3-10 - 07/18/2022 16-19870 C3-10 SITE PLAN ---- ---- C3-10 APPLE VALLEY MINNESOTA SITE PLAN 0 SCALE IN FEET 30 60 LFO LFO/RJA RJA LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONPLOT DATE: 9/20/2022 10:14 AMRYAN J. ANDERSON 09/20/2022 55938 APPLE VALLEY SQUARE 7TH ADDITION NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. PAVEMENT LEGEND SYMBOL DESCRIPTION BITUMINOUS PAVEMENT CONCRETE PAVEMENT B618 CURB & GUTTER, TYP. (REFER TO DETAILS) B618 CURB & GUTTER, TYP. (REFER TO DETAILS) B618 CURB & GUTTER, TYP. (REFER TO DETAILS) 1' WIDE BITUMINOUS PAVEMENT PATCH TO ALLOW FOR CURB ISLAND CONSTRUCTION, (MATCH EXISTING SECTION) 1' WIDE BITUMINOUS PAVEMENT PATCH (MATCH EXISTING SECTION) 1' WIDE BITUMINOUS PAVEMENT PATCH (MATCH EXISTING SECTION) PROPOSED LOT LINE, TYP. STRIPING PER MN MUTCD STANDARDS, TYP. RESTRIPE ALL DISTURBED PARKING STALLS WITH 4" PAINT. MATCH EXISTING STRIPING CONFIGURATION, TYP. SITE SUMMARY PROJECT ADDRESS/LOCATION: 7575 153RD STREET WEST APPLE VALLEY, MINNESOTA 55124 ZONING:RB, RETAIL BUSINESS PARKING CALCULATIONS LAND USE CLASSIFICATION (LOT 2)RETAIL STORE (S) PARKING SPACES REQUIRED (155.379 O - RETAIL STORE) 1 SPACE PER 150 SF UP TO 20,000 SF, THEN 1 SPACE PER 200 SF GROSS FLOOR AREA [SF] ACTUAL RETAIL AREA [SF] ALDI -12,453 BURLINGTON 55,162 50,148 BURLINGTON UNUSED - FUTURE 11,126 10,115 APPLE VALLEY SQUARE (TOTAL)-72,716 REQUIRED PARKING SPACES (20,000 / 150) + [(72,716-20,000)/200] = 397 LAND USE CLASSIFICATION (LOT 1)CLASS II RESTAURANT PARKING SPACES REQUIRED (155.379 P 2)1 SPACE PER 3 SEATS PARKING SPACES REQUIRED 24 TOTAL SEATS / 3 = 8 SITE TOTALS REQUIRED PROVIDED LOT 1 8 18 LOT 2 397 322 TOTAL 405 340 10' UE UE UE UE UE UE UE UE UE UE UE UE UEXXXXXXXXIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII>>>>>>>>>Utility Easement per plat Utility Easement per Doc. No. ___________Utility Easementper plat10 10Utility Easementper platUtility Easementper platCEDAR AVENUE (CO. RD. NO. 23)150 FOOT R/WUtility Easement Vacated per Doc. No. 3128105 UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UEUE GGGUEUE I UTLUTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UTL UEUEUEUEUEGU GM MB MBU U GM >>>Utility Easement per plat 20per plat15 Utility Easement per plat 151010 Trail and Utility Easementper R/W Plat and Doc. No. 302929115 20 20 15I EXISTING BURLINGTON COAT FACTORY FFE = 954.00' EXISTING ALDI FFE : 954.22 >>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>STORM MH RIM=953.08 I(W)=946.73 I(N)=946.75 >>>>>>>>>>>>>>STORM MH RIM=953.53 I(W)=948.07 I(S)=948.19 CO I(W)=949.11SAN MH I(E)=945.69 8"PVC I(S) 945.64 8" PVC STORM MH RIM=952.25 I(E)=944.95 12" PVC STORM MH RIM=952.43 I=SEALED STORM MH RIM=951.91 I(N)=946.04 I(W)=946.04 >>>>>>STORM MH RIM=952.64 I(S)=943.51 I(E)=945.59 >>>>POPEYES 2,347 SQ. FT. FFE = 954.85COOLER168 SFGGG G G G UTUTUT UT UT UT IIIIII>>>>>>>>>>SP EX (W) (8") SP EX (E) (8")SP-1 (8")S-2 R=954.34 I=950.99 (8'') SP-2 I=950.99 (8'') SP-1 S-1 R=951.54 I=947.61 (8'') SP-1 I=947.09 (8'') SP EX (E) I=947.09 (8'') SP EX (W) ST-1 R=954.19 I=947.18 (12'') P-1 I=947.08 (12'') P-EX (S) >>P- 3 ( 1 2 " ) P-4 (12") C.O.-1 R=954.60 I=951.42 (6'') SP-5 I=951.42 (8'') SP-4>>SP-2 (8")SP-3 (6")UE >>>> P-5 (12")P-2 (12") P-7 (12") ST-2 R=954.03 I=947.50 (12'') P-1 P-1 (1 2") ST-4 R=953.65 I=947.69 (12'') P-3 I=948.53 (12'') P-5 I=947.69 (12'') P-2 ST-5 R=953.55 I=949.00 (12'') P-5 ST-7 R=953.40 I=949.27 (12'') P-7 I=949.27 (12'') P-6 ST-8 R=953.30 I=949.80 (12'') P-7 BLDG I=947.95BLDG I=947.95 BLDG I=951.77 BLDG I=951.77 UEUEUEUEUEUEUEUESP-6 (6") SP-5 (6") SP-4 (8")I>>>>>>>>ST-3 R=953.81 I=947.60 (12'') P-2 I=946.50 (12'') ADS ST-6 R=954.88 I=949.22 (12'') P-6 I=946.50 (12'') ADS P-6 (12") SANITARY SEWER STRUCTURE SCHEDULE STRUCTURE NO. C.O.-1 S-1 S-2 STRUCTURE TYPE CLEANOUT MnDOT 4007C MnDOT 4007C STRUCTURE SIZE (IN) 8 Ø 48 Ø 48 Ø STRUCTURE MATERIAL Reinforced Concrete RC RC CASTING OVERFLOW GRATE STANDARD STANDARD NEENAH R1733 "SANITARY SEWER" STAMP SELF CLEANING PICK HOLES NEENAH R1733 "SANITARY SEWER" STAMP SELF CLEANING PICK HOLES PAY HEIGHT (LN FT) 3.18 4.45 4.00 TOP OF CASTING ELEVATION 954.60 951.54 954.34 INVERT ELEVATION 951.42 947.09 950.34 OUTLET PIPE SP-4 SP EX (W) SP-1 SANITARY SEWER PIPE SCHEDULE PIPE NO. SP-1 SP-2 SP-3 SP-4 SP-5 SP-6 DRAIN FROM S-2 WYE BLDG C.O.-1 S-GREASE TRAP BLDG INLET ELEVATION 950.99 951.36 951.77 951.42 951.44 951.77 DRAIN TO S-1 S-2 WYE WYE C.O.-1 S-GREASE TRAP OUTLET ELEVATION 947.61 950.99 951.35 951.36 951.42 951.69 PIPE SIZE 8" 8" 6" 8" 6" 6" MATERIAL PVC PVC PVC PVC PVC PVC PIPE CLASS SDR-35 SDR-35 SDR-35 SDR-35 SDR-35 SDR-35 PIPE GRADE 1.05% 0.52% 2.00% 0.52% 0.52% 2.00% PIPE LENGTH (FT) 322 71 21 11 4 4 * TOP OF CASTING ELEVATIONS ON CURB STYLE CATCH BASINS = STORM DRAIN STRUCTURE SCHEDULE STRUCTURE NO. ST-1 ST-2 ST-3 ST-4 ST-5 ST-6 ST-7 ST-8 STRUCTURE TYPE MnDOT 4020 MnDOT 4020 MnDOT 4020 CATCH BASIN (TYPE 1) CATCH BASIN (TYPE 1) MnDOT 4020 MnDOT 4020 MnDOT 4020 STRUCTURE SIZE (IN) 48 Ø 48 Ø 48 Ø 36 x 24 36 x 24 48 Ø 48 Ø 48 Ø STRUCTURE MATERIAL RC RC RC RC RC RC RC RC CASTING NEENAH R-2557-A4 NEENAH R-1792-KL NEENAH R-2502 NEENAH R-3067-VB NEENAH R-3067-V NEENAH R-2502 NEENAH R-2502 NEENAH R-2502 PAY HEIGHT (LN FT) 7.12 6.68 6.21 6.04 4.55 8.38 4.13 3.50 * TOP OF CASTING ELEVATION 954.19 954.03 953.81 953.65 953.55 954.88 953.40 953.30 INVERT ELEVATION 947.08 947.36 947.60 947.61 949.00 946.50 949.27 949.80 OUTLET PIPE P-EX (S) P-1 ADS P-2 P-5 ADS P-6 P-7 STORM DRAIN PIPE SCHEDULE PIPE NO. P-1 P-2 P-3 P-4 P-5 P-6 P-7 DRAIN FROM ST-2 ST-4 RL-1 RL-2 ST-5 ST-7 ST-8 INLET ELEVATION 947.50 947.69 947.78 947.89 949.00 949.27 949.80 DRAIN TO ST-1 ST-3 ST-4 RL-1 ST-4 ST-6 ST-7 OUTLET ELEVATION 947.18 947.60 947.69 947.78 948.53 949.22 949.27 PIPE SIZE (IN) 12 12 12 12 12 12 12 MATERIAL HDPE HDPE PVC PVC HDPE HDPE HDPE PIPE CLASS DUAL WALL TYPE S DUAL WALL TYPE S SCH 40 SCH 40 DUAL WALL TYPE S DUAL WALL TYPE S DUAL WALL TYPE S PIPE GRADE 0.55% 0.45% 0.30% 0.30% 0.50% 0.50% 0.45% PIPE LENGTH (FT) 59 19 31 34 93 11 118 * TOP OF CASTING ELEVATIONS ON CURB STYLE CATCH BASINS = TOP BACK OF CURB BOX, NOT GUTTER ELEVATION 19870 C3 UTILITY DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\19000 PROJ\19800-19899\19870 TLM COMMERCIAL PROPERTY-APPLE VALLEY MN\19870 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\19870 C3 UTILITY.DWGC3-20 - 07/18/2022 16-19870 C3-20 UTILITY PLAN ---- ---- C3-20 APPLE VALLEY MINNESOTA UTILITY PLAN 0 SCALE IN FEET 30 60 LFO LFO/RJA RJA LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONPLOT DATE: 9/20/2022 10:14 AMRYAN J. ANDERSON 09/20/2022 55938 APPLE VALLEY SQUARE 7TH ADDITION NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. 1 1 2 " PEX WATER SERVICE 1-CORPORATION STOP CONNECT TO EXISTING WATER MAIN 1-6" TEE 2-6" GV (REFER TO DETAILS) CRITICAL CROSSING (SANITARY OVER STORM) SAN INV = 949.67 STM TOP = 947.47 PROTECT EXISTING UTILITIES CRITICAL CROSSING (SANITARY OVER STORM) SAN INV = 948.04 STM TOP = 947.59 PROTECT EXISTING UTILITIES CONNECT EXISTING SERVICE TO S-1 (CONTRACTOR TO VERIFY DEPTH & LOCATION) STORMTECH MC3500 (SEE DETAILS) COORDINATE ELECTRICAL LINE INSTALL WITH DAKOTA ELECTRICAL TELEPHONE / INTERNET LINE GAS LINE TRANSFORMER & PAD (COORDINATE WITH DAKOTA ELECTRICAL)PROPOSED LOT LINE, TYP. 6" DUCTILE IRON WATER SERVICE HYDRANT ASSEMBLY 6" DUCTILE IRON WATER SERVICE 1-6" GV 1-6" x 6" x 6" TEE (REFER TO DETAILS) 10' INSULATE SANITARY PIPE (SEE DETAIL) 6" DUCTILE IRON WATER SERVICE PRIVATE SANITARY SERVICE 12 10 9 11 11 15 27 28 11 29 28 10 9 10 14 5 19 32 UE UE UEII IIIIIIIIIIIIIIIII>>153RD STREET Utility Easementper platUtility Easementper platUE UE UE UE UE UE UE UE UE UTLUTL UTL UTL UTL UTL UTL UTL UTL UEUEUEUEUEMB MBU U Utility Easement per plat 20Utility Easement per plat 151010 15 20 20 15>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>POPEYES 2,347 SQ. FT. FFE = 954.85COOLER168 SF(2) GA (1) MS (2) GA (2) MS (2) GA (2) MS (2) GA (2) GA (1) MS (2) CO (2) CO (2) GA TREES CODE QTY BOTANICAL / COMMON NAME SIZE ROOT CO 4 CELTIS OCCIDENTALIS COMMON HACKBERRY 2.5" CAL B & B GA 12 GINKGO BILOBA 'AUTUMN GOLD' TM AUTUMN GOLD MAIDENHAIR TREE 2.5" CAL B & B MS 6 MALUS X `SPRING SNOW` SPRING SNOW CRABAPPLE 2.5" CAL B & B PLANT SCHEDULE GROUND COVERS QTY BOTANICAL / COMMON NAME 2,451 SF BUFF LANDSCAPE GRAVEL LANDSCAPE GRAVEL 1,108 SF TURF SOD DROUGHT TOLERANT FESCUE BLEND RESTORATION SCHEDULE 19870 C5 LAND DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY FILE LOCATION: S:\PROJECTS\19000 PROJ\19800-19899\19870 TLM COMMERCIAL PROPERTY-APPLE VALLEY MN\19870 CIVIL-SURVEY\CIVIL PRODUCTION DRAWINGS\19870 C5 LAND.DWGC5-10 - 07/18/2022 16-19870 C5-10 LANDSCAPE PLAN ---- ---- C5-10 APPLE VALLEY MINNESOTA LANDSCAPE PLAN 0 SCALE IN FEET 30 60 LFO LFO/RJA RJA LIC. NO.DATE PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PRELIMINARY NOT FOR CONSTRUCTION PRELIMINARY NOT FOR CONSTRUCTIONPLOT DATE: 9/20/2022 10:15 AMRYAN J. ANDERSON 09/20/2022 55938 APPLE VALLEY SQUARE 7TH ADDITION NOTE: THE CLARITY OF THESE PLANS DEPEND UPON COLOR COPIES. IF THIS TEXT DOES NOT APPEAR IN COLOR, THIS IS NOT AN ORIGINAL PLAN SET AND MAY RESULT IN MISINTERPRETATION. 1.COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (FENCE, FOOTINGS, TREE ROOTBALLS, ETC.). CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 2.SAVE AND PROTECT ALL EXISTING TREES NOT NOTED TO BE REMOVED. 3.REMOVE ALL CONSTRUCTION DEBRIS AND MATERIALS INJURIOUS TO PLANT GROWTH FROM PLANTING PITS AND BEDS PRIOR TO BACKFILLING WITH PLANTING MIX. 4.REFER TO SPECIFICATIONS FOR TOPSOIL REQUIREMENTS. 5.REFER TO PLANTING AND SITE DETAILS FOR AMENDED SOIL DEPTH IN PLANTING BEDS AND SURROUNDING TREES. REFER TO SPECIFICATIONS FOR MIX TYPE. 6.FIELD STAKE PLANTINGS ACCORDING TO PLAN. OWNER'S REPRESENTATIVE SHALL APPROVE ALL PLANT LOCATIONS PRIOR TO INSTALLATION. OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO REVISE PLANTING LAYOUT AT TIME OF INSTALLATION. 7.ALL PLANT MATERIALS SHALL BE TRUE TO THEIR SCIENTIFIC NAME AND SIZE AS INDICATED IN THE PLANT SCHEDULE. 8.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE SCHEDULE, THE PLANTING PLAN SHALL GOVERN. 9.ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE OWNER'S REPRESENTATIVE. 10.ALL PLANT MATERIALS MUST CONFORM TO AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1), LATEST EDITION PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, WASHINGTON D.C. LARGER SIZED PLANT MATERIALS OF THE SPECIES LISTED MAY BE USED IF THE STOCK CONFORMS TO ANSI Z60.1. 11.ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR TO BE IN A LIVE AND HEALTHY GROWING CONDITION FOR ONE FULL GROWING SEASON (ONE YEAR) AFTER FINAL PROJECT ACCEPTANCE OR SHALL BE REPLACED BY THE CONTRACTOR FREE OF CHARGE WITH THE SAME GRADE AND SPECIES. 12.ALL TREES SHALL HAVE A STRONG CENTRAL LEADER. ANY TREES DEEMED NOT TO HAVE A STRONG CENTRAL LEADER SHALL BE REJECTED. 13.CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TO CONSTRUCTION OPERATIONS. ANY AREAS THAT ARE DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 14.PROVIDE BUFF LANDSCAPE GRAVEL MULCH SURROUNDING ALL PROPOSED TREES (5' Ø) AND WITHIN PLANTING BEDS TO A 3" MINIMUM DEPTH AS SHOWN IN TREE PLANTING DETAIL. PROVIDE UNDERLAYMENT SUCH AS PLASTIC SHEET OR LANDSCAPE FABRIC. APPLY PRE-EMERGENT TO ALL PLANTING BEDS PRIOR TO MULCHING. REFER TO PLANS FOR ADDITIONAL DETAILS. 15.MULCHING MATERIAL SHALL BE BUFF LANDSCAPE GRAVEL MULCH, IN 1-2" DIA. 3" MINIMUM DEPTH. MINIMUM DEPTHS AT LOCATIONS INDICATED ON DRAWINGS. 16.INDICATED QUANTITIES ARE ESTIMATES AND SHALL BE CONFIRMED BY THE CONTRACTOR. 17.ADJUST SPACING OF PLANT MATERIALS AROUND ADJACENT UTILITY STRUCTURES. PLANTING NOTES DECIDUOUS TREE PLANTING NTS PRUNE ALL BROKEN, DAMAGED, OR RUBBING LIMBS AND BRANCHES IMMEDIATELY AFTER PLANTING - ALL PRUNING CUTS CLEAN AT 90° FINISH GRADE STAKING DIAGRAM DO NOT CUT PRIMARY LEADER. ALL TREES SHALL HAVE A STRONG (CENTRAL) DOMINATE LEADER TREES 8'+TREES 6'-8' TIE NYLON STRAP AROUND TRUNK AS SHOWN SET ROOT FLARE 3" ABOVE FINISH GRADE BACKFILL PLANTING PIT WITH NATIVE SOIL-EXCEPT WHEN IN HEAVY CLAY, MIX AMENDED TOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOIL EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL MINUS 3" AND A MINIMUM TWICE THE DIAMETER OF THE ROOTBALL. PLACE ROOTBALL ON UNDISTURBED SOIL AND ENSURE TRUNK OF TREE IS PLUMB 3" LAYER OF BUFF LANDSCAPE GRAVEL MOUNDED AT EDGE TO FORM A SHALLOW SAUCER - DO NOT PLACE MULCH DIRECTLY ON TREE TRUNK, LEAVE A MIN. 3" RING AROUND CROWN HARDWOOD STAKES 2"X2"X8' LONG - INSTALL OUTSIDE OF ROOTBALL AT 5' MAX HT 1/2" WIDE NYLON STRAPPING - GREEN OR BROWN COLOR CUT AND REMOVE AT MINIMUM THE TOP HALF OF WIRE BASKETS, BURLAP AND/OR TWINE AND REMOVE FROM THE PLANTING PIT. AVOID CUTTING OR SCARING ROOTS. ANY ROOTS THAT ARE SCARED OR BROKEN DURING PLANTING SHALL BE PRUNED 90° ROOTBALL DIA 2X ROOTBALL DIA AS REQUIRED IN THE CITY OF APPLE VALLEY, MINNESOTA ZONING CODE. PARKING AREA = 167,641 SF CODE: AT LEAST 2% OF PARKING LOT AREA MUST BE PARKING ISLAND. NO ISLAND SHALL HAVE LESS AREA THAN A STANDARD PARKING STALL. ISLANDS SHALL BE PLANTED AT RATE OF ONE TREE PER 150 SF. MINIMUM TREE SIZE IS 2-1/2" DIAMETER. 3353 SF = 2% OF 167,641 SF ( TOTAL PARKING AREA) 22 TREES = REQUIRED TREES (3353 / 150 = 22.4) 3571 SF = TOTAL PARKING ISLAND AREA SHOWN (2.13% OF PARKING LOT) 22 TREES SHOWN ON PLAN CITY LANDSCAPE REQUIREMENTS PERENNIAL PLANTING NTS FINISH GRADE EDGE OF BED TILL ALL PLANT BEDS TO A MINIMUM DEPTH OF 6" AND BACKFILL PER SPECIFICATIONS, WHEN PROVIDED - IN AREAS WITH HEAVY CLAY OR ROCKY SOILS AMEND WITH AMENDED PLANTING SOIL FROM A LOCAL SOURCE. PLACE CONTAINER ON UNDISTURBED SOIL AND ENSURE PLANT IS PLUMB CUT AND REMOVE THE ENTIRE CONTAINER AND SCARIFY, AS NECESSARY, ROOTS FOR ALL CONTAINERIZED PLANTS #5 GALLONS OR SMALLER 3" LAYER OF BUFF LANDSCAPE GRAVEL PERENNIALS TO BE INSTALLED SO THAT THE TOP OF THE CROWN OF THE PLANT IS SLIGHTLY ABOVE FINISH GRADE SECTION Utility Easementper platCEDAR AVENUE (CO. RD. NO. 23)10 15 20 CKD.DR.DES.DATEPROJECT No:REVISIONDATENo.SITE IMPROVEMENT PLANSPOPEYES - APPLE VALLEY, MINNESOTANORTHWEST CORNER OF CEDAR AVENUE & 153RD STREET WESTAPPLE VALLEY, DAKOTA COUNTY, MINNESOTA 551241815 South Meyers RoadSuite 950Oakbrook Terrace, IL 60181630.424.9080FAX: 630.495.3731N Know what's below. before you dig.Call R C500 LANDSCAPE PLANLANDSCAPE NOTES PERMANENT SEED BLEND SHRUB PLANTING2'(MIN.)TAG QTY SCIENTIFIC NAME COMMON NAME COND.SIZE REMARKS TREE AF 4 Acer x freemanii 'Armstrong'Armstrong Red Maple B&B 2.5" cal. 14'ht. 4'wd Full, well shaped EVERGREEN SHRUB BU 54 Buxus x 'Glencoe'Chicagoland Green Boxwood #5 cont.36"ht. x 36"wd.Full, vigorous GROUNDCOVER Ilex x 'Red Beauty'Red Beauty Holly #3 cont.36"ht. x 24"wd.Full, vigorousIO17 SEED 4,975 SF CA 42 Clethra alnifolia Summersweet Clethra #5 cont.36"ht. x 36"wd.Full, vigorous $50 IG 76 Ilex glabra 'Shamrock'Shamrock Inkberry Holly #5 cont.36"ht. x 24"wd.Full, vigorous $70 PRICE $590 $90 $100 APPROXIMATE ESTIMATED BUILDING VALUE:+/-$900,000.00 2.5% BUILDING VALUE = +/-$22,500.00 PLANT MATERIAL REQUIRED TOTAL PLANT MATERIAL COST: +/-$22,527.00 $0.25/SF PG 8 Picea glauca 'Densata'Black Hills Spruce B&B Full, well shaped2.5" cal. 6-8'ht. 4'wd $618 TREE PLANTINGEVERGREEN PLANTING DETAIL $2,360 $4,944 $4,860 $5,320 $1,700 $2,100 $1,243 SEPTEMBER 20 , 2022 Alex Sharpe Planning and Economic Development Specialist City of Apple Valley 7100 147th St W, Apple Valley, MN 55124 7900 International Drive + Suite 550 + Bloomington, MN 55425 952.426.0699 + ISGInc.com Architecture + Engineering + Environmental + Planning RE: SEPARATION BUFFER VARIANCE APPLICATION NARRATIVE TLM COMMERCIAL DEVELOPMENT – 7575 153RD STREET W , APPLE VALLEY, MINNESOTA Alex, Thank you for reviewing the following project description and variance request for the TLM Apple Valley project. The subject property is located at Apple Valley Square at 7575 153rd Street West (PID: 01-11783-01-020) on an existing 6.94 acre parcel and is currently zoned RB – Retail Business. A description of the currently proposed project follows along with a narrative specific for a reduction to the buffer distance between the proposed use and residential. PROJECT DESCRIPTIO N TLM Realty is proposing to split and replat the parking lot of Lot 2, Block 1 portion of the Apple Valley Square 4th Addition to create an additional lot in the northeastern portion of the site to facilitate development of a Popeye’s. Proposed site improvements include installation of an underground on-site stormwater system, utilities, and site grading. It is expected that the existing parking stalls within the newly created lot will need to be removed to allow construction of the Popeyes. Further, the remaining parking areas within the parcel will need to be restriped to accommodate the proposed layout and parking, and parking islands will be constructed to meet current landscaping standards. A separate variance request has been filed for this property for a parking reduction. Apple Valley Realty, LLC is the landowner, located at 295 Madison Avenue, 37 th floor, New York, NY 10017. The primary contact from Apple Valley Realty is Michael Oestreich and he can be reached at 212.753.4576 and at mikeo@tlmltd.com. ISG, located at 7900 International Drive, Suite 550, Bloomington, MN 55425, is the engineering and architectural firm, as well as the surveyor. The primary contact from ISG is Claire Roth, and she can be reached at 952.426.0699 and at Claire.Roth@ISGInc.com. VARIANCE NARRATIVE Popeye’s is considered a Class II Restaurant Use, which is allowed as a Conditional Use in the Retail Business (RB) zone dist rict if it is located no closer than 1,000 feet from a residential or institutional use (Section 155.157 (H). While the proposed Popeye’s restaurant complies with the separation buffer requirement to the north, east and west of its site, it would be approximately 400-ft from existing residential to the south. Therefore, in accordance with the following findings, Apple Valley Minnesota Realty, LLC requests a variance to allow for a reduction of the minimum separation distance of 1,000 from a Class II restaurant to residential as stated in Section 155.157 (H) of the City Zoning Code. 155.397 (b) In considering a request for a variance and whether the applicant established that there are practical difficulties in complying with provision(s) of this chapter, the Board and City Council shall consider the following factors: (i) Special conditions apply to the structures 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. This request is unique because the surrounding existing conditions serve as a sufficient separation buffer to ensure the existing residential is not negatively impacted by the proposed use. Between the proposed Popeye’s restaurant and the residential to the south is an existing Arby’s (another Class II restaurant that is only ~ 200-ft separated from the residential), 153rd St W (approximately 60-ft of right-of way), and then a robust ~ 140-ft of landscaped area between 153rd St W and the residential that Page 2 of 3 952.426.0699 + ISGInc.com includes a line of trees, then a detention pond, and then another line of mature trees. Below is an aerial photo showing these existing conditions that separate the Popeye’s site to the existing residential. (Yellow = Proposed Popeye’s, Orange = Existing Type II Restaurants within 1,000-ft of residential, Blue = Residential) Additionally, included is a site photo from the Popeye’s site looking south to the residential. The resid ential is not visible because the Arby’s building (the white structure) blocks any visibility between Popeye’s and the residential. Arby’s will also serve as a buffer to any noise generated from the Popeye’s site as well. Page 3 of 3 952.426.0699 + ISGInc.com In addition, it is important to note the traffic memo concluded there are no impacts from the proposed Popeye’s nor are any street improvements needed to accommodate this additional use. Moreover, the traffic to Popeye’s does not encroach into the residential as 153rd Street separates the commercial to the north and residential uses to the south, and the residential is only accessed from Whitney Drive to the south. (ii) The granting of the proposed variance will not be contrary to the intent of this chapter. The granting of this variance request is not contrary to the intent of code Chapter 155: Zoning. The intent of zoning regulations are to protect from incompatible uses mixing and to uphold the public health, safety and welfare of the community. In no way does granting this separation buffer reduction request cause any encroachment of retail/restaurant uses closer to the residences than the existing conditions. As previously mentioned, the Arby’s is approximately 200-ft to the north of the residences, acting as a buffer to the residential. Additionally, there are other Class II restaurants that also encroach int o the 1,000-ft separation buffer to these residences, and other residences, that have been approved by the City. Specifically, Chick Fil A is located directly east of the residences approximately 150-ft, but was granted a separation buffer reduction variance by the City because the natural separation of uses by Cedar Ave/SH 23. Therefore, the existing buildings and roadways between the residential and Popeye’s provide adequate separation of uses. (iii) The special conditions or circumstances do not result from the actions of the owner/applicant. The special conditions do not result from the actions of the owner. The retail uses and residential areas are already established as adjacent uses with less than 1,000-ft of separation buffer from other Type II Restaurants. The large exiting parking lot where Popeye’s is proposed is a prime location for a Type II Restaurant, adjacent to a high -traffic arterial road, and fully within an existing retail development. (iv) The 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. The variance to allow for the separation buffer reduction is necessary to allow for not just Popeye’s but any Type II restaur ant in this location. (v) The variance requested is the minimum variance necessary to alleviate the practical difficulty. The variance requested is the minimum necessary to allow for the proposed use to locate on the new lot. Please contact me at 952.426.0699 with any questions or if there is any additional information we can provide in support of this project Sincerely, Claire Roth Project Coordinator Claire.Roth@ISGInc.com SEPTEMBER 21 , 2022 Alex Sharpe Planning and Economic Development Specialist City of Apple Valley 7100 147th St W, Apple Valley, MN 55124 7900 International Drive + Suite 550 + Bloomington, MN 55425 952.426.0699 + ISGInc.com Architecture + Engineering + Environmental + Planning RE: PARKING VARIANCE APPLICATION NARRATIVE TLM COMMERCIAL DEVELOPMENT – 7575 153RD STREET W , APPLE VALLEY, MINNESOTA Alex, Thank you for reviewing the following project description and variance request for the TLM Apple Valley project. The subject property is located at Apple Valley Square at 7575 153rd Street West (PID: 01-11783-01-020) on an existing 6.94 acre parcel and is currently zoned RB – Retail Business. A description of the currently proposed project follows along with a narrative specific to a variance request regarding parking. PROJECT DESCRIPTIO N TLM Realty is proposing to split and replat the parking lot of Lot 2, Block 1 portion of the Apple Valley Square 4th Addition to create an additional lot in the northeastern portion of the site to facilitate development of a Popeye’s. It is expected that the existing parking stalls within the newly created lot will need to be removed to allow construction of the Popeyes. Proposed site improvements include installation of an underground on-site stormwater system, utilities, and site grading. Further, the remaining parking areas within the parcel will need to be restriped to accommodate the proposed layout and parking, and parking islands will be constructed to meet current landscaping standards. Apple Valley Realty, LLC is the landowner, located at 295 Madison Avenue, 37 th floor, New York, NY 10017. The primary contact from Apple Valley Realty is Michael Oestreich and he can be reached at 212.753.4576 and at mikeo@tlmltd.com. ISG, located at 7900 International Drive, Suite 550, Bloomington, MN 55425, is the engineering and architectural firm, as well as the surveyor. The primary contact from ISG is Claire Roth, and she can be reached at 952.426.0699 and at Claire.Roth@ISGInc.com VARIANCE NARRATIVE The development for Popeyes is situated in a portion of an existing parking lot that is associated with a general retail center. As a result, there will be a reduction of parking spaces associated with the retails center, bringing the current site out of compliance with code section 155.379 (O). Thus, a variance from the minimum parking requirement is requested. The current retail site consists of ALDI, Burlington and a vacant space, totaling 72,716 SF of actual retail area and 405 parking spaces. Therefore, the existing parking ratio is 5.6 spaces/1,000 SF of actual retail area. The Popeye’s development proposes to subdivide the property so that a portion of the parking lot will become a separate lot for Popeyes. Popeye’s will be on the proposed Lot 1 and the existing retail will be on the proposed Lot 2. The proposed platting and development of Popeye’s would result in Popeye’s having 18 spaces, when only 8 are required, and the existing retail area to have 322 parking spaces, when 397 spaces are required by code. This would result in a new parking ratio of 4.42 spaces/1,000 SF of actual r etail area for the retail uses on Lot 2. The table below summarizes these findings. Page 2 of 4 952.426.0699 + ISGInc.com ISG has conducted a utilization study of the lot which includes the area in front of ALDI and Burlington. Data collection for the study occurred at varying times of the day and it's narrated in detail in the Parking Study of Lot 2, Block 1, Apple Valley Square 4th Addition. It was found that the average parking demand for the retailers is 85 stalls at any given time of day. The largest number of stalls observed to be utilized throughout the 15 observations was 125, which only equates to a rate of 31% occupancy for the lot. The parking study demonstrates that city parking standards dictate that far more parking is necessary than what is being utilized by the customer based on the findings from the study, and by corporate standards of the business themselves, therefore the proposed amount of parking stalls is suffici ent for the development. While the study reflects a tenant with low traffic and another vacant tenant, it is still noteworthy that during the peak parking count of 125 utilized spaces, there would still be an excess of 197 vacant spaces of the new 322 parking spaces associated with the retail center. Even with full occupancy on a bustling shopping day, 197 excess spaces would be more than adequate to provide sufficient parking. It is also important to consider how future tenants in the retail center would impact the parking. The most likely tenants other than general retail to occupy the buildings that are permitted in the RB zoned district would be a medical clinic, athletic club/gym or worship center based on past trends. A medical clinic has the same parking requirements as a general retails center so there should be no change in demand, and an athletic club/gym or worship center typically have peak hours opposite of retail (early mornings/late evenings, or Sunday mornings), when the other retail stores are closed or at the lowest traffic counts. Therefore, the reduced parking counts proposed would still be adequate to support a potential mix of different uses beyond the existing retail today. Page 3 of 4 952.426.0699 + ISGInc.com Popeye's Restaurants are typically designed with 10 - 15 stalls, which has been exceed by providing at least 18 stalls with ease of access to the main door. Further, the design for the new Popeyes, includes a double lane drive-thru which is anticipated to serve a majority of the establishment’s customers . Due to the convenience of the drive-thru, It is expected that there will be less customers purchasing their food and utilizing on-site facilities than there will be customers utilizing the drive-thru option and taking it to go. Referencing Table 1, Popeyes will exceed the required number of stalls b y code. Similarly to Popeye's Restaurant, ALDI has a corporate requirement of 95 stalls which leaves open 230 stalls in Lot 2. Those may be utilized by Burlington and the future tenant of the open space adjacen t. The provided parking stalls in the lot are all within close proximity to the entrances of the retailers and thus the allotted parking is of good quality because it provides ease of access. Further, it should be noted how retail business and consumers have changed their operational and consumer habits in a post- covid world have not yet been reflected in city codes. Due to the rise of E -commerce and online shopping / delivery options, not as many people drive to stores to do their shopping in person. Retailers have adapted to these post -covid changes, including ALDI, who has implemented a curbside pick-up option along the southern side of their store, as many others, which reduces the amount of customers requiring parking spaces while shopping in the store . Not as many parking stalls are required for pickup and delivery options and this changing trend has not yet been reflected in city code. In accordance with the following findings, Apple Valley Minnesota Realty, LLC requests a variance to allow for a reduction in parking requirements. 155.397 (b) In considering a request for a variance and whether the applicant established that there are practical difficulties in complying with provision(s) of this chapter, the Board and City Council shall consider the following factors: (i) Special conditions apply to the structures 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. Based upon the findings of the parking study, the current parking lot has provided enough stalls for the parking area required by the customers of Aldi and Burlington. As the parking lot is over capacity, this means that valuable land that holds potential for additional uses is not being used and is currently serving as an empty space at points. The current over-sized parking lot is an inefficient use of land for the community, and adding a retail tenant allows for a stronger streetscape presence along Cedar Avenue.. (ii) The granting of the proposed variance will not be contrary to the intent of this chapter. The granting of the variance to accommodate the loss of parking stalls in order to construct a new Popeyes is not contrary to the intent of code Chapter 155: Zoning. The purpose and intent of zoning is to regulate land use and development to protect the health, safety and welfare of the community. There will be no negative impacts to neighboring properties from granting a parking reduction variance. As demonstrated, there will be more than adequate parking to accommodate uses of higher intensity in a more robust retail environment without causing parking to overflow onto adjacent lots. (iii) The special conditions or circumstances do not result from the actions of the owner/applicant. The special conditions do not result from the actions of the owner as the number of stalls requested by tenants is met in the new proposed parking layout and will not affect current customers. (iv) The 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. Page 4 of 4 952.426.0699 + ISGInc.com As the outlot where the Popeyes has been proposed to be constructed is located in the section of the Apple Valley Square parking lot serving the businesses ALDI and Burlington, the total number of stalls in the parking area must be decrease in order to allow construction of the new building. Bringing down the numb er of stalls is not a convenience but necessary to allow the construction and commercial operation of Popeyes. (v) The variance requested is the minimum variance necessary to alleviate the practical difficulty. The minimum number of stalls as feasible will be removed in the construction of the Popeyes. Popeyes is proposed to be approximately 2,300 sq. ft. in the NE section of the lot. Only the minimum number of stalls required will be removed. Further, the remaining number of stalls is more than sufficient to meet the demands of retailer’s and exceed the counts observed in the parking study. Please contact me at 952.426.0699 with any questions or if there is any additional information we can provide in support of this project Sincerely, Claire Roth Project Coordinator Claire.Roth@ISGInc.com City of MEMO Public Works Department TO: Alex Sharpe, Planner FROM: Brandon Anderson, City Engineer DATE: October 15, 2022 SUBJECT: Apple Valley Square 7th Addition – Popeyes The following are comments on the Apple Valley Square 7th Addition – Popeyes site plan submitted September 20, 2022. Please include these comments as conditions to approval. General 1. Provide a narrative and site plan showing how the expansion will be constructed and any impacts prior to building permit authorization. The narrative and plan shall include the following: a. Material storage and staging i. All material storage to be onsite and indicated on plan. b. Haul routes to and from the site. c. Contractor and subcontractor parking locations i. Onsite trade parking should be provided. 2. 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 Building permit authorization. 3. A Natural Resource Management Permit (NRMP) will be required prior to any land disturbing activity commences. 4. Underground Infiltration Basin Construction and Maintenance Agreement will be required as part of Development Agreement and be privately owned and maintained and recorded with the property. 5. Provide a copy of the approval letter from the Department of Labor and Industry (DOLI) prior to construction. Site 6. 10’ rear and front yard drainage and utility easements should be indicated on the Final Plat for lots 1 & 2. 7. Provide the document number for the existing utility easement over the sanitary sewer south of the existing building. 8. Provide a lighting and photometric plan if any lighting modifications are to be made. 9. Additional signage plan is required to address internal traffic circulation to/from the drive thru lanes. Signs such as one way or do not enter should be provided near the exit lane north of the building. 10. Provide an additional drawing showing vehicle turning movements to ensure site circulation requirements for typical delivery vehicles. 11. Final site plan shall be reviewed with the construction plans and approved by City Engineer. Traffic See below for the review of the Popeye’s Traffic Study completed by KLOA, Inc on September 15, 2022. 1. Counts were collected during the midday and p.m. peak hours, which is consistent with the proposed land use. 2. Directional distribution is not show. As indicated, it is from current travel patterns, which is consistent with typical methodology, however, specific percentages are not shown on a graphic and should be provided. 3. The trip generation in the tables does NOT match the ITE rates for a 2,519 SF FF with Drive Thru. The attached ITE rate sheets are correct, however, the estimates do not correlate. They are approximately 5 to 10% lower than what ITE generates. Possible a different square footage was used. The following trip generation is correct compared to what was shown. Note, this difference will likely not cause a change in operations, however, the trip generation should be updated to reflect the current site plan. Table 1. Trip Generation Study ITE Code Land Use Weekday Midday Weekday PM Daily In Out Total In Out Total In Out Total KLOA 934 FF w/ Drive Thru (2,519 SF) 55 57 112 40 38 78 550 550 1,100 SRF Review 934 FF w Drive Thru (2,519 SF) 65 63 128 43 40 83 586 586 1,172 Difference +10 +6 +16 +3 +2 +5 +36 +36 +72 4. Pass-by percentage reductions accurate. 5. The Year 2025 Total Projected Traffic Volumes graphic is titled Year 2028, not 2025. 6. In the Year 2025 Total Projected Traffic Volumes graphic, the pass-by trips are not included in the volumes. Only half of the trips are shown entering/exiting the site and no reductions are shown on the main lines of Cedar Ave or 153rd Street. While the pass-by reduction is noted at 50%, that does not apply to trips entering/exiting the site. Therefore, the full trip generation of the site is not shown. 7. The traffic analysis results appear correctly done, however, with only half of the trip generation, these need to be updated to identify the true impacts. 8. In the Discussion and Recommendations section, the build year is referred to as year 2028, not year 2025. 9. The eastbound approach of the Cedar Avenue and North Access Drive indicates an increase of 16 seconds during the p.m. peak hour, however, without the true trip generation, this delay may increase with the updated analysis. a. This eastbound approach should discuss if/how long it will block internal access in the parking lot. 10. As indicated, there is room for 16 vehicles in the drive thru. Based on research in the Twin Cities, max drive thru queues for fast food typically reach 13 vehicles, indicating that this drive thru would be expected to accommodate expected queues. As noted, there is some reserve capacity, if necessary. 11. The AM or PM peak hour generator trip generation rate sheet should be included to indicate which is used for the Midday peak hour. Note, the SRF estimate above is for the PM peak hour generator, which is expected to occur during the lunch hour. 12. The operations analysis appears to be completed correctly with geometrics/traffic controls, however, it needs to be updated to reflect the trip generation estimates with the pass by trips. 13. Based on operations, additional mitigation is not anticipated, even with the additional trips added it should operate at acceptable levels. Storm Drainage, Grading and Erosion Control 12. Show elevations at all critical elevation points (i.e. high and low points). 13. Show all emergency over flow (EOF) elevations. The finished floor/low opening elevation must be 1’ minimum above the EOF elevation. 14. Provide soil borings at proposed underground basin prior to building permit approval. 15. Additional ESC devices may be necessary outside project limits to address material haul out and staging areas. 16. Provide the overall site composite Curve Number (CN) along with the impervious % on the grading plan. 17. Per SWMP Policy 1.5 the City requires that new development and redevelopment activities do not increase peak runoff rates relative to pre-project runoff rates for the 1-year, 2-year, 10-year, and 100-year critical storm event. The City may impose more stringent rate control requirements if the capacity of the downstream system is limited. 18. Per SWMP Policy 6.5 New and redevelopment activity of 0.2 acres or more shall be required to achieve no-net increase in average annual runoff volume compared to the pre- development condition. 19. No proposed contours or spot elevations for the parking lot modifications of Lot 2 Block 1 of Apple Valley Square 4th Addition are shown. A grading plan is required. 20. Final grading, drainage, and erosion control plan shall be reviewed with the construction plans and approved by City Engineer. Utilities 21. Final locations and sizes of Sanitary Sewer and Water main shall be reviewed with the final construction plans and approved by City Engineer. 22. Final locations and sizes of Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. a. Provide storm sewer calculations for storm water requirements. (Rational method including Hydraulic grade lines). 23. Storm Sewer (ST-1) is shown connecting to private storm sewer off the property and must be connected to public infrastructure. A drainage and utility easement shall be provided over the existing storm sewer. The width of the easement shall be 20’ minimum per City of Apple Valley Public Works Policy (actual required width based on width requirements of 1.5:1 slope to invert ratio from pipe depth). The existing storm sewer should be televised and reports provided to City for review. Acceptance of existing pipe as public infrastructure is dependent on condition findings. 24. It is anticipated that this building will require fire suppression (sprinkler system) per Fire Marshal. 1 ½” service as shown will need to be sized to 6” minimum with hydrant located on the site. 25. Any existing sanitary sewer and water service not being used should be identified on the plans and shown as either removed or abandoned in place. Any existing sanitary wye’s shall be capped as part of the removal/abandonment. 26. Valves should be shown in the pavement area and not near the building for accessibility. 27. Domestic water and fire service shall be split outside the existing building and the valves shall be located 1.5 times the height of the building away from the building or placed in location readily accessible per City of Apple Valley standard detail plate SER-6. 28. The existing water main that is shown as being connected to is privately owned. Agreements for connection to water main must be submitted to and approved by City Attorney as part of development agreement. 29. Two (2) Additional Gate Valves are required at the connection point, one north and one south of the proposed connection due to inability to shut off/on water main without impacting entire service area with the shopping center. Insertion Valves can be used to avoid shutdown of existing water main. 30. The proposed sanitary sewer from BLDG to S-1 does not meet minimum grade (2% per plumbing code). The depth of the proposed sanitary is a concern for freezing. City policy is no sanitary sewer shall be installed with less than 6’ of depth. Sanitary sewer structure schedule on sheet C3-20 indicates depths less than 6’. It is recommended that a private lift station be installed for the restaurant to meet sanitary sewer requirements or consider lowering the downstream sanitary invert to meet minimum cover and slope requirements. 31. The existing sanitary sewer that is shown as being connected to is privately owned and maintained. a. The existing sanitary sewer must be televised with reports being provided to City of Apple Valley for review. Acceptance of utilizing existing pipe is dependent on condition findings. b. For utilization of the existing private sanitary sewer the following conditions must be met: i. Verify that the existing waste system are sized for the added fixtures. Flow calculations (fixture units) are required to be submitted for the existing line and must meet Current Plumbing Code standards. This line must meet current standards from the receiving MH (at forcemain outlet) to where it connects to public infrastructure (Pennock Avenue). 32. Existing Sanitary MH receiving recommended FM discharge should be lined with a hydrogen sulfide and corrosion resistant liner such as Quadex, Strong Seal, Sewer Seal or approved equal. 33. Agreements for connection to sanitary sewer must be submitted to and approved by City Attorney as part of development agreement. Natural Resources 34. The current plan shows 5 trees to be added along Cedar Avenue, but there is only space for one. If you look at the site, you’ll see that there is a space where a tree was removed at some point—this is the only area where a tree would be appropriate. The other trees currently along Cedar were planted at a spacing that allows for them to reach their maximum crown width. 35. The plan calls for 4 ‘Armstrong’ Freeman maples—Natural Resource’s preference is for no maples to be added to the landscape due to overplanting. 36. The plan calls for Japanese Barberry shrubs to be planted. These are listed as “Restricted” plants by the MDA. In other words, they’re considered noxious weeds and should no longer be planted. 37. Applicant will be required to document that the underground retention system is functioning as designed and drawing down within 48-hours after installation prior to NRMP closeout. 38. All public existing trees along Cedar Avenue shall remain protected throughout construction as indicated. Any tree lost due to construction damage shall be replaced on a one to one ratio. City of MEMO Public Works Department TO: Alex Sharpe, Planner FROM: Brandon Anderson, City Engineer DATE: October 15, 2022 SUBJECT: Apple Valley Square 7th Addition – Popeyes The following are comments on the Apple Valley Square 7th Addition – Popeyes site plan submitted September 20, 2022. Please include these comments as conditions to approval. General 1. Provide a narrative and site plan showing how the expansion will be constructed and any impacts prior to building permit authorization. The narrative and plan shall include the following: a. Material storage and staging i. All material storage to be onsite and indicated on plan. b. Haul routes to and from the site. c. Contractor and subcontractor parking locations i. Onsite trade parking should be provided. Response: This will be provided prior to receiving the building permit. 2. 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 Building permit authorization. Response: This will be provided prior to receiving the building permit. 3. A Natural Resource Management Permit (NRMP) will be required prior to any land disturbing activity commences. Response: This will be provided prior to receiving the building permit. 4. Underground Infiltration Basin Construction and Maintenance Agreement will be required as part of Development Agreement and be privately owned and maintained and recorded with the property. Response: This will be provided prior to the City Council meeting. 5. Provide a copy of the approval letter from the Department of Labor and Industry (DOLI) prior to construction. Response: This will be provided prior to receiving the building permit. Site 6. 10’ rear and front yard drainage and utility easements should be indicated on the Final Plat for lots 1 & 2. Response: This will be provided prior to the City Council meeting. 7. Provide the document number for the existing utility easement over the sanitary sewer south of the existing building. Response: We are verifying if this was ever recorded. It did not appear in the most recent title report. If it was not recorded it will be dedicated with this plat. 8. Provide a lighting and photometric plan if any lighting modifications are to be made. Response: This will be provided prior to the City Council meeting. 9. Additional signage plan is required to address internal traffic circulation to/from the drive thru lanes. Signs such as one way or do not enter should be provided near the exit lane north of the building. Response: This will be provided prior to the City Council meeting. 10. Provide an additional drawing showing vehicle turning movements to ensure site circulation requirements for typical delivery vehicles. Response: This will be provided prior to the City Council meeting. 11. Final site plan shall be reviewed with the construction plans and approved by City Engineer. Response: Noted. Traffic See below for the review of the Popeye’s Traffic Study completed by KLOA, Inc on September 15, 2022. 1. Counts were collected during the midday and p.m. peak hours, which is consistent with the proposed land use. 2. Directional distribution is not show. As indicated, it is from current travel patterns, which is consistent with typical methodology, however, specific percentages are not shown on a graphic and should be provided. 3. The trip generation in the tables does NOT match the ITE rates for a 2,519 SF FF with Drive Thru. The attached ITE rate sheets are correct, however, the estimates do not correlate. They are approximately 5 to 10% lower than what ITE generates. Possible a different square footage was used. The following trip generation is correct compared to what was shown. Note, this difference will likely not cause a change in operations, however, the trip generation should be updated to reflect the current site plan. Table 1. Trip Generation Study ITE Code Land Use Weekday Midday Weekday PM Daily In Out Total In Out Total In Out Total KLOA 934 FF w/ Drive Thru (2,519 SF) 55 57 112 40 38 78 550 550 1,100 SRF Review 934 FF w Drive Thru (2,519 SF) 65 63 128 43 40 83 586 586 1,172 Difference +10 +6 +16 +3 +2 +5 +36 +36 +72 4. Pass-by percentage reductions accurate. 5. The Year 2025 Total Projected Traffic Volumes graphic is titled Year 2028, not 2025. 6. In the Year 2025 Total Projected Traffic Volumes graphic, the pass-by trips are not included in the volumes. Only half of the trip s are shown entering/exiting the site and no reductions are shown on the main lines of Cedar Ave or 153rd Street. While the pass-by reduction is noted at 50%, that does not apply to trips entering/exiting the site. Therefore, the full trip generation of t he site is not shown. 7. The traffic analysis results appear correctly done, however, with only half of the trip generation, these need to be updated to identify the true impacts. 8. In the Discussion and Recommendations section, the build year is referred to as year 2028, not year 2025. 9. The eastbound approach of the Cedar Avenue and North Access Drive indicates an increase of 16 seconds during the p.m. peak hour, however, without the true trip generation, this delay may increase with the updated analysis. a. This eastbound approach should discuss if/how long it will block internal access in the parking lot. 10. As indicated, there is room for 16 vehicles in the drive thru. Based on research in the Twin Cities, max drive thru queues for fast food typically reach 13 vehicles, indicating that this drive thru would be expected to accommodate expected queues. As noted, there is some reserve capacity, if necessary. 11. The AM or PM peak hour generator trip generation rate sheet should be included to indicate which is used for the Midday peak hour. Note, the SRF estimate above is for the PM peak hour generator, which is expected to occur during the lunch hour. 12. The operations analysis appears to be completed correctly with geometrics/traffic controls, however, it needs to be updated to reflect the trip generation estimates with the pass by trips. 13. Based on operations, additional mitigation is not anticipated, even with the additional trips added it should operate at acceptable levels. Storm Drainage, Grading and Erosion Control 12. Show elevations at all critical elevation points (i.e. high and low points). Response: The plans will be revised accordingly. 13. Show all emergency over flow (EOF) elevations. The finished floor/low opening elevation must be 1’ minimum above the EOF elevation. Response: The plans will be revised accordingly. 14. Provide soil borings at proposed underground basin prior to building permit approval. Response: Noted. 15. Additional ESC devices may be necessary outside project limits to address material haul out and staging areas. Response: Noted. 16. Provide the overall site composite Curve Number (CN) along with the impervious % on the grading plan. Response: The plans will be revised accordingly. 17. Per SWMP Policy 1.5 the City requires that new development and redevelopment activities do not increase peak runoff rates relative to pre-project runoff rates for the 1-year, 2-year, 10-year, and 100-year critical storm event. The City may impose more stringent rate control requirements if the capacity of the downstream system is limited. Response: Noted. 18. Per SWMP Policy 6.5 New and redevelopment activity of 0.2 acres or more shall be required to achieve no-net increase in average annual runoff volume compared to the pre- development condition. Response: Noted. 19. No proposed contours or spot elevations for the parking lot modifications of Lot 2 Block 1 of Apple Valley Square 4th Addition are shown. A grading plan is required. Response: The plans will be revised accordingly. 20. Final grading, drainage, and erosion control plan shall be reviewed with the construction plans and approved by City Engineer. Response: Noted. Utilities 21. Final locations and sizes of Sanitary Sewer and Water main shall be reviewed with the final construction plans and approved by City Engineer. Response: Noted. 22. Final locations and sizes of Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. a. Provide storm sewer calculations for storm water requirements. (Rational method including Hydraulic grade lines). Response: Noted. 23. Storm Sewer (ST-1) is shown connecting to private storm sewer off the property and must be connected to public infrastructure. A drainage and utility easement shall be provided over the existing storm sewer. The width of the easement shall be 20’ minimum per City of Apple Valley Public Works Policy (actual required width based on width requirements of 1.5:1 slope to invert ratio from pipe depth). The existing storm sewer should be televised and reports provided to City for review. Acceptance of existing pipe as public infrastructure is dependent on condition findings. Response: The easement over the existing storm sewer has been added to the preliminary plat. 24. It is anticipated that this building will require fire suppression (sprinkler system) per Fire Marshal. 1 ½” service as shown will need to be sized to 6” minimum with hydrant located on the site. Response: A 6” line is now shown. 25. Any existing sanitary sewer and water service not being used should be identified on the plans and shown as either removed or abandoned in place. Any existing sanitary wye’s shall be capped as part of the removal/abandonment. Response: Noted. 26. Valves should be shown in the pavement area and not near the building for accessibility. Response: The plans have been revised accordingly. 27. Domestic water and fire service shall be split outside the existing building and the valves shall be located 1.5 times the height of the building away from the building or placed in location readily accessible per City of Apple Valley standard detail plate SER-6. Response: The plans have been revised accordingly. 28. The existing water main that is shown as being connected to is privately owned. Agreements for connection to water main must be submitted to and approved by City Attorney as part of development agreement. Response: Noted. 29. Two (2) Additional Gate Valves are required at the connection point, one north and one south of the proposed connection due to inability to shut off/on water main without impacting entire service area with the shopping center. Insertion Valves can be used to avoid shutdown of existing water main. Response: The plans have been revised accordingly. 30. The proposed sanitary sewer from BLDG to S-1 does not meet minimum grade (2% per plumbing code). The depth of the proposed sanitary is a concern for freezing. City policy is no sanitary sewer shall be installed with less than 6’ of depth. Sanitary sewer structure schedule on sheet C3-20 indicates depths less than 6’. It is recommended that a private lift station be installed for the restaurant to meet sanitary sewer requirements or consider lowering the downstream sanitary invert to meet minimum cover and slope requirements. Response: The sanitary sewer system shall be revised to a lift station as recommended. 31. The existing sanitary sewer that is shown as being connected to is privately owned and maintained. a. The existing sanitary sewer must be televised with reports being provided to City of Apple Valley for review. Acceptance of utilizing existing pipe is dependent on condition findings. b. For utilization of the existing private sanitary sewer the following conditions must be met: i. Verify that the existing waste system are sized for the added fixtures. Flow calculations (fixture units) are required to be submitted for the existing line and must meet Current Plumbing Code standards. This line must meet current standards from the receiving MH (at forcemain outlet) to where it connects to public infrastructure (Pennock Avenue). Response: The existing sanitary being connected to appears to be public already. Should it be found that it is private then we will meet the requirements as noted. 32. Existing Sanitary MH receiving recommended FM discharge should be lined with a hydrogen sulfide and corrosion resistant liner such as Quadex, Strong Seal, Sewer Seal or approved equal. Response: Noted. 33. Agreements for connection to sanitary sewer must be submitted to and approved by City Attorney as part of development agreement. Response: Noted. Natural Resources 34. The current plan shows 5 trees to be added along Cedar Avenue, but there is only space for one. If you look at the site, you’ll see that there is a space where a tree was removed at some point—this is the only area where a tree would be appropriate. The ot her trees currently along Cedar were planted at a spacing that allows for them to reach their maximum crown width. Response: The plans have been revised accordingly. 35. The plan calls for 4 ‘Armstrong’ Freeman maples—Natural Resource’s preference is for no maples to be added to the landscape due to overplanting. Response: Noted. 36. The plan calls for Japanese Barberry shrubs to be planted. These are listed as “Restricted” plants by the MDA. In other words, they’re considered noxious weeds and should no longer be planted. Response: The plans have been revised accordingly. 37. Applicant will be required to document that the underground retention system is functioning as designed and drawing down within 48-hours after installation prior to NRMP closeout. Response: Noted. 38. All public existing trees along Cedar Avenue shall remain protected throughout construction as indicated. Any tree lost due to construction damage shall be replaced on a one to one ratio. Response: Noted. 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:November 2, 2022 S E C T I O N:L and Use / Action I tems Description: S chuler S hoes Site P lan and Building P ermit A uthorization S taff Contact: A lex Sharpe, Planning and Economic Dev. S pec. Department / Division: Community Development Department Applicant: L B A pple Valley, L L C P roject Number: P C-22-B Applicant Date: 10/19/2022 60 Days: 12/18/2022 120 Days: 2/16/2023 AC T I O N RE Q UE S T E D: Recommend approval of a site plan and building permit authorization for a 7,920 sq. ft. retail building for Schuler Shoes, subject to conditions. S UM M ARY: Lunds and Byerlys has applied for a site plan and building permit authorization for a 7,920 sq. ft. retail store for Schuler Shoes at 15560 English Avenue. T his site was platted as part of the overall Lunds and Byerlys plat in J uly. T he proposed use as a retail store is permitted within the "RB" Retail Business zone and as such the only action sought is the authorization/approval for a building permit. As part of the Lunds and Byerlys plat, park dedication was deferred for this lot until the time of building permit. T he budget portion of this memo provides greater detail below. B AC K G RO UND: Comprehensiv e Guiding and Zoning T he site is guided "C " for Commercial uses and zoned "RB" (Retail Business). A retail shoe store is a permitted use within the zone. Site P lan T he primary access to the site will be through a shared access driveway on the north and south side of the site. Pedestrian access/connectivity for the entire Lunds and Byerlys (L&B) site has been studied by the C ity Engineer and conditions are included in their memo. T he east/west sidewalk connection shown on the south side of the site is being shifted to the north side of the building as this provides a more direct path, and aligns with previously shared/approved plans for the L&B store. T he store meets the parking requirements set by code, and has a cross parking agreement with the L&B site. A condition of approval will be that cross parking and cross access agreements be recorded for all three properties in the L&B plat. City C ode also requires that a bike rack be installed near the front entrance of the building to allow for multi-modal transportation. A draft conditions has been added to ensure code compliance. Stormwater Stormwater for this site is being treated through a regional stormwater system that was planned for, and approved as part of the L&B project. T he City Engineer's memo provides additional notes and conditions related to site stormwater. Landscaping Ordinance requires that 2.5% of the means construction cost of the building be applied towards landscaping. T he site appears to be light on the total landscaping, and has large areas to the north and south sides of the building that currently show grass as the only vegetation. Staff is working with the applicant to increase the diversity of the vegetation in these areas and seeking a landscaping bid list prior to City C ouncil review of the site. Env ironmental Considerations L&B plans to be a long term owner of the site/building. As such they are investing in the site with Energy Star mechanical units, full LED lighting, and Low E glass for thermal insulation. Additionally, staff suggested the installation of conduit and wiring to allow for several parking stalls to have electric car charging stations. T he stations would not be installed with this project, but would be available to do so in the future as demand for EV stations increases. Draft Actions Draft conditions for the Site Plan and Building Permit Authorization are included below. Any additional conditions by the Planning C ommission will be added to the resolution brought before City C ouncil. Site plan and building permit authorization for a 7,920 sq. ft. Schuler Shoes on L ot 2, Block 1, L B at Orchard P lace Addition, subject to the following conditions: 1. Construction shall occur in conformance with the site plan dated D AT E TO BE D ET ERMIN ED on file with the C ity, including parking lot paving and a non- surmountable concrete curb and gutter. 2. Construction shall occur in conformance with the landscape plan dated D AT E TO BE D ET ERMIN ED on file with the C ity, (including sodded/seeded public boulevard area up to each street curbline); subject to submission of a detailed landscape planting price list for verification of the C ity’s 2.5% landscaping requirement at the time of building permit application. 3. Construction shall occur in conformance with the utility plan dated D AT E TO BE D ET ERMIN ED on file with the C ity. 4. Construction shall occur in conformance with the elevation plan dated 10/21/22 on file with the C ity. 5. A bike rack shall be installed in close proximity to the primary entrance which does not impede pedestrian flow of the proposed sidewalks. 6. Subject to all conditions noted in the City Engineer's memo dated IN SERT. 7. T he property owner shall execute a maintenance agreement or other suitable agreement to be filed with the deed that ensures the perpetual maintenance of all onsite stormwater areas. 8. Trash enclosures shall be screened in conformance with C ity Code. 9. All necessary mechanical protrusions visible to the exterior shall be screened or handled in accordance with Section 155.346 (3.) (a.) (b.) of the City C ode. 10. Issuance of a Building Permit and a final certificate of occupancy is contingent upon the project being constructed in conformance with all the preceding conditions as well as all applicable performance standards of the current zoning regulations. In the event that a certificate of occupancy is requested prior to completion of all required site improvements, a suitable financial guarantee in the amount of 125% of the estimated cost of the unfinished improvements shall be required along with an agreement authorizing the C ity or its agents to enter the premises and complete the required improvements if they are not completed by a reasonably stipulated deadline, with the cost of such City completion to be charged against the financial guarantee. 11. A separate application and signage plan in conformance with the sign regulations must be submitted to the City for review and approval prior to the erection of any signs. 12. Construction and earthmoving activities shall be limited to the hours of 7:00 a.m. to 7:00 p.m. Monday through Friday. Weekend construction hours shall be limited to the hours of 8:00 a.m. to 5:00 p.m. C onstruction shall not be performed on federal holidays. 13. T he ongoing use and occupancy of the premises is predicated on the ongoing maintenance of the structure and all required site improvements as listed in the preceding. No alteration, removal, or change to the preceding building plans or required site improvements shall occur without the express authorization of the C ity. Site improvements which have deteriorated due to age or wear shall be repaired or replaced in a timely fashion. 14. Notwithstanding Chapter 153 of the Apple Valley C ode of Ordinances, a permit may be issued prior to the platting of the land provided that the land must be platted prior to occupancy. B UD G E T I M PAC T: Park Dedication was deferred to the time of development with this project and shall be paid prior to the issuance of a building permit. C ommercial retail buildings generate a demand for parks within a community. Based upon the adopted fee schedule, this structure would generate the need for .037 acres of parkland within Apple Valley. AT TAC HM E NT S : Area Map Plan S et Plan S et Memo 155TH ST W ENGLISH AVEPILOT KNOB RDPILOT KNOB RDSITE Sculer Shoes 15560 English Ave ¯ ^ 0 100 200 300 Feet 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\Schuler Shoes\3 Design\CAD\PlanSheets\C0-COVER SHEET.dwg October 18, 2022 - 2:02pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONKnow what'sbelow. before you dig.Call NORTH 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 22x34 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: PROJECT TEAM: SURVEYOR PROBE ENGINEERING COMPANY, INC. 1000 E. 146TH ST BURNSVILLE, MN 55337 TELEPHONE: (952) 432-3000 CONTACT: RUSSEL P. DAMLO, R.L.S. 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 OWNER / DEVELOPER LUND FOOD HOLDINGS, INC. 3946 W. 50TH ST EDINA, MN 55424 TELEPHONE: (952) 927-3663 CONTACT: MITCH AVERY LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: MITCHELL COOKAS, PLA 767 EUSTIS STRET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE: (651) 645-4197 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 SURVEYOR PROBE ENGINEERING COMPANY, INC. 1000 E. 146TH ST BURNSVILLE, MN 55337 TELEPHONE: (952) 432-3000 CONTACT: RUSSEL P. DAMLO, R.L.S. OWNER / DEVELOPER LUND FOOD HOLDINGS, INC. 3946 W. 50TH ST EDINA, MN 55424 TELEPHONE: (952) 927-3663 CONTACT: MITCH AVERY PROJECT TEAM: NORTH 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 22x34 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: APPLE VALLEY, DAKOTA COUNTY, MN ORCHARD PLACE BLOCK 1 LOT 2 RETAIL SECTION 35, TOWNSHIP 115N, RANGE 20W FOR PRELIMINARY SITE DEVELOPMENT PLANS SITESITE 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 M. MATZEK, P.E.XX/XX/XXXXX45790DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16033000110/19/2022AS SHOWNACLMJBWDMPREPARED FORCOVER SHEETC000ORCHARD PLACEBLOCK 1 LOT 2 RETAILLUNDS ANDBYERLYSAPPLE VALLEYMNSheet List Table Sheet Number Sheet Title C000 COVER SHEET C100 GENERAL NOTES C400 SITE PLAN C500 GRADING AND DRAINAGE PLAN C600 UTILITY PLAN L100 LANDSCAPE PLAN L101 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\Schuler Shoes\3 Design\CAD\PlanSheets\C1-GENERAL NOTES.dwg October 18, 2022 - 2:03pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONGENERAL CONSTRUCTION NOTES 1.THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE MN 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 MN 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 MN 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 MN/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 MN/DOT SPECIFICATION. 17.ALL CONCRETE/ASPHALT SHALL BE INSTALLED PER GEOTECH REPORT, CITY OF APPLE VALLEY AND MN/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 MN 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 MN/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 M. MATZEK, P.E.XX/XX/XXXXX45790DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16033000110/19/2022AS SHOWNACLMJBWDMPREPARED FORGENERAL NOTESC100ORCHARD PLACEBLOCK 1 LOT 2 RETAILLUNDS ANDBYERLYSAPPLE VALLEYMN STOPSTOP NO PARKINGSTOP8 1913 RETAIL ±7,920 SF 9.00'9.00'25.00'18.50'18.50' 9.00'18.50'25.00'25.00' 5.00' 5.00' A A A K D D E F F G G G G G G G G H H H B B I J J TRASH ENCLOSURE PROPERTY LINE PROPERTY LINE 5' PARKING SETBACK 15' BUILDING SETBACK 5' PARKING SETBACK 5' PARKING SETBACK 5' PARKING SETBACK 15' BUILDING SETBACK 15' BUILDING SETBACK 15' BUILDING SETBACK DRAINAGE & UTILITY EASEMENT B BB A A B B R11.00' R11.00' R4.00'R4.00' R4.00' R4.00' R16.00'R16.00' R4.00' 5.00' 6.41' I C B B H H L L TRANSFORMER PAD 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 M. MATZEK, P.E.XX/XX/XXXXX45790DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16033000110/19/2022AS SHOWNACLMJBWDMThis 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\Schuler Shoes\3 Design\CAD\PlanSheets\C4-SITE PLAN.dwg October 18, 2022 - 4:37pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONKnow what'sbelow. before you dig.Call R NORTH PROPOSED CURB AND GUTTER PROPERTY LINE SETBACK LINE PROPOSED STANDARD DUTY ASPHALT LEGENDPROPERTY SUMMARY ORCHARD PLACE - SCHULER SHOES TOTAL PROPERTY AREA 58,724 SF (1.35 AC) ZONING SUMMARY EXISTING ZONING RB - RETAIL BUSINESS PROPOSED ZONING RB - RETAIL BUSINESS BUILDING DATA SUMMARY AREAS BUILDING AREA 8,050 SF PERCENT OF TOTAL PROPERTY AREA 13.71% PARKING REQUIRED PARKING 54 SPACES @ 6.67/1,000 SF PROPOSED PARKING 40 STALLS* ADA STALLS REQUIRED / PROVIDED 2 STALLS / 2 STALLS KEYNOTE LEGEND CONCRETE SIDEWALK MATCH EXISTING EDGE OF PAVEMENT/CURB & GUTTER ACCESSIBLE PARKING ACCESSIBLE PARKING SIGN AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. STANDARD DUTY ASPHALT PAVEMENT LANDSCAPE AREA B612 CURB & GUTTRE (TYP.) FLAT CURB DIRECTIONAL TRAFFIC SIGN (PER LOCAL CODES) ACCESSIBLE CURB RAMP STOP SIGN A B C D E F G H I J K L SITE 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.KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8.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. 9.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 10.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. 11.REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 12.REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 13.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 14.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 15.ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. *CROSS PARKING AGREEMENT BETWEEN THIS PROPERTY AND NEIGHBORING LUNDS & BYERLYS PREPARED FORSITE PLANC400ORCHARD PLACEBLOCK 1 LOT 2 RETAILLUNDS ANDBYERLYSAPPLE VALLEYMN D DDSTOPSTOP NO PARKINGSTOPD DD RETAIL FFE: 946.50 ADJUST CASTING TO FINISHED GRADE ADJUST TO FINISHED GRADE - SWITCH TO SOLID CASTING ADJUST TO FINISHED GRADE - SWITCH TO SOLID CASTING CBMH ST-4 RE:943.24 IE:939.74 N CBMH ST-6 RE:943.20 IE:939.70 S ST-7 ROOF DRAIN IE:939.84 E ST-5 CONNECT TO EXISTING MH IE:939.25 N IE:935.12 SE ST-3 CONNECT TO EXISTING MH IE:934.99 NE IE:939.15 S IE:939.15 W 59 LF - 12" SD @ 1.00% 45 LF - 12" SD @ 1.00% 69 LF - 12" SD @ 1.00% ME:943.62 ME:941.70 ME:941.92 ME:942.06 ME:943.09 ME:943.00 ME:943.49 ME:944.54 ME:945.04 ME:944.96 ME:946.07 ME:946.11 ME:941.91 ME:941.29 ME:941.28 ME:943.00 G:943.90 G:944.18 G:944.68 G:946.14 G:945.84 G:945.87 G:944.78 G:944.95 G:945.82 G:945.66 G:945.19 G:945.01 G:944.95 G:944.87 G:943.03 G:943.80 G:943.20 G:944.10 G:943.12 G:943.70 G:943.82 T/G:946.27 T/G:946.21 942.49 942.38 943.61 944.48 943.54 943.12 945.80 946.41 946.41 945.51 946.40 946.40 946.42 946.35 946.50 946.50 946.50 945.97 945.93 945.90 945.87 943 943 9449459469 4 6 946 94494594594 5 946 9469469469449449439429 4 4 943944944944944945 94 6 943943944945945945944943942943 9412.5% 2. 4 %2.6% 2. 6 % 2.6% 3.1 %3.1% 1.8% 1.8% 4.7% 5.2% 4.9%2.4%3.1%3.2%6.8% 2.3 %0.8% 13.7%1.3%1. 4 % 2.7% 3. 5% 7.1% 13.7%ENGLISH AVE.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\Schuler Shoes\3 Design\CAD\PlanSheets\C5-GRADING PLAN.dwg October 18, 2022 - 4:37pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONNORTH 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 ELEVATION 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 PROPOSED RIDGE LINE PROPOSED SWALE PROPOSED TOP/BOTTOM OF WALL ELEVATION TW:0.0 BW:0.0 Know what'sbelow. before you dig.Call R GRADING PLAN NOTES 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: 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: 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, PATIOS, PASSENGER DROP-OFFS, 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.ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION 940.00 OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 18.ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 19.ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 20.MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 21.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER.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 M. MATZEK, P.E.XX/XX/XXXXX45790DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16033000110/19/2022########ACLMJBWDMPREPARED FORGRADING ANDDRAINAGE PLANC500ORCHARD PLACEBLOCK 1 LOT 2 RETAILLUNDS ANDBYERLYSAPPLE VALLEYMN D DDSTOPSTOP NO PARKINGSTOPD DD SS-1 DROP STRUCTURE RE:940.80 IE:939.27 E IE:923.21 W CONNECT TO BUILDING COORDINATE WITH MEP IE:939.50 W 11 LF - 8" PVC @ 2.00% CONNECT TO EXISTING WATER STUB W/ 8" x 6" BEND AND 6" GATE VALVE CONNECT FRANCHISE UTILITIES IN ROW. CONTRACTOR TO WORK W/ PRIVATE UTILITY COMPANIES ON EXACT LOCATIONS & CONNECTIONS. ELECTRIC SERVICE GAS SERVICE TELECOMM SERVICE 6" FIRE WATER SERVICE 2" DOMESTIC WATER SERVICE 6" x 6" TEE W/ GATE VALVE 6" x 2" BEND W/ GATE VALVE CONNECT TO EXISTING STUB RETAIL FFE: 946.50 TRANSFORMER PAD BEND 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\Schuler Shoes\3 Design\CAD\PlanSheets\C6-UTILITY PLAN.dwg October 18, 2022 - 2:05pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONUTILITY 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 MN 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 SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED Know what'sbelow. before you dig.Call 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 M. MATZEK, P.E.XX/XX/XXXXX45790DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16033000110/19/2022AS SHOWNACLMJBWDMPREPARED FORUTILITY PLANC600ORCHARD PLACEBLOCK 1 LOT 2 RETAILLUNDS ANDBYERLYSAPPLE VALLEYMN LANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EXISTING SHRUB (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) SOD (TYP.) A B C DECIDUOUS TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE BOL 2 TILIA AMERICANA `BOULEVARD`BOULEVARD LINDEN B & B 2.5" CAL. HCK 2 CELTIS OCCIDENTALIS COMMON HACKBERRY B & B 2.5" CAL. IHL 4 GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL`IMPERIAL HONEYLOCUST B & B 2.5" CAL. CONIFEROUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING HMA 7 THUJA OCCIDENTALIS `HOLMSTRUP`HOLMSTRUP ARBORVITAE #5 CONT.3` O.C. TAU 23 TAXUS X MEDIA `TAUNTONII`TAUTON YEW #5 CONT.5` O.C. DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING ANH 9 HYDRANGEA ARBORESCENS `ANNABELLE`ANNABELLE HYDRANGEA #5 CONT.4` O.C. BLC 9 ARONIA MELANOCARPA `IROQUOIS BEAUTY` TM IROQUOIS BEAUTY BLACK CHOKEBERRY #5 CONT.4` O.C. DBH 18 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE #5 CONT.3` O.C. RSV 5 AMELANCHIER ALNIFOLIA `REGENT`REGENT SERVICEBERRY #5 CONT.5` O.C. PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING BES 31 RUDBECKIA FULGIDA `GOLDSTURM`BLACK-EYED SUSAN #1 CONT 18" O.C. FAS 24 ASTILBE X ARENDSII `FANAL`FANAL ASTILBE #1 CONT 15" O.C. KFG 30 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`KARL FOERSTER FEATHER REED GRASS #1 CONT 30" O.C. PDS 79 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED #1 CONT 24" O.C. RBC 29 ECHINACEA PURPUREA `RUBY STAR`RUBY STAR CONEFLOWER #1 CONT 20" O.C. PLANT SCHEDULE 10 - DBH 1 - IHL 1 - HCK 1 - BOL 12 - PDS 6 - KFG 7 - HMA 9 - BES 4 - KFG 3 - TAU 10 - PDS 3 - ANH 4 - TAU 5 - RSV 4 - TAU 3 - ANH 9 - PDS 4 - KFG 12 - FAS 12 - FAS 4 - KFG 3 - TAU 3 - ANH 3 - TAU 1 - HCK 1 - IHL 15 - RBC 12 - PDS 8 - DBH 10 - PDS 1 - BOL 3 - BLC4 - KFG 7 - RBC 7 - RBC 4 - KFG 3 - BLC 10 - PDS 3 - TAU 10 - PDS 6 - PDS 13 - BES 9 - BES 4 - KFG 3 - BLC 3 - TAU 2 - IHL 8 1913 D DDSTOPSTOP NO PARKINGSTOPD DD A B A B A B A B B B B C C C C C C C 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\Schuler Shoes\3 Design\CAD\PlanSheets\L1-LANDSCAPE PLAN.DWG October 18, 2022 - 2:44pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONDATE: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, PLAXX/XX/XXXX56522DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTXXXXXXXXXXX/XX/XXXXAS SHOWNCFKCFKMGCLANDSCAPE YARD REQUIRED:15' LANDSCAPE YARD PROVIDED:SEE PLAN LANDSCAPE ISLANDS REQUIRED:1,174 S.F. (2.00%) = 58,714 S.F. * (0.02) LANDSCAPE ISLANDS PROVIDED:XXX S.F. ISLAND TREE PLANTINGS REQUIRED:8 - 2.5" CAL. TREES = (1,174 S.F. OF ISLAND AREA/150 S.F.) ISLAND TREE PLANTINGS PROVIDED:8 - 2.5" CAL. TREES *CODE REQUIRES THAT THE TOTAL COST OF THE LANDSCAPING ON-SITE SHALL BE EQUAL TO 2.5% OF THE TOTAL CONSTRUCTION COST. PER THE FOLLOWING CALCULATION, THE PROJECT SHOULD ONLY BE REQUIRED TO PROVIDE 1.94% OF THE OVERALL CONSTRUCTION COST IN LANDSCAPING: LANDSCAPE SUMMARY PREPARED FORLANDSCAPE PLANL100ORCHARD PLACEBLOCK 1 LOT 2 RETAILLUNDS ANDBYERLYSAPPLE VALLEYMN 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\Schuler Shoes\3 Design\CAD\PlanSheets\L1-LANDSCAPE DETAILS.DWG October 18, 2022 - 2:44pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONDATE: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, PLAXX/XX/XXXX56522DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTXXXXXXXXXXX/XX/XXXXAS 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 FLARE 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 FLARE. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLARE 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 (LOAM 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 NATURAL IN COLOR, OR APPROVED EQUAL. ROCK MULCH TO BE RIVER ROCK, 1 1/2" 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. SYSTEM SHALL INCLUDE A RAIN SENSOR AND APPROPRIATE TECHNOLOGY. 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. 25.SEE ELECTRICAL PLANS FOR SITE LIGHTING. 26.OWNER AND ARCHITECT TO CONFIRM SITE FURNISHINGS SUCH AS BENCHES, TABLES AND CHAIRS, AND TRASH/RECYCLING RECEPTACLES. LANDSCAPE NOTES PREPARED FORLANDSCAPEDETAILSL101ORCHARD PLACEBLOCK 1 LOT 2 RETAILLUNDS ANDBYERLYSAPPLE VALLEYMN VEST. 1 5 3 2 4 CA A2 1 A2 3 A2 4 A2 2 114' - 8"WATER ELECT. BREAK ROOM OFFICE R VALUE SALES STOCK ROOM 68' - 0" B 28' - 8" 28' - 8" 28' - 8" 28' - 8" SALES FLOOR M W STOCK ROOM RTU 1 RTU 2 RTU 3 A1 3 A1 4 A1 2 16' - 8"9' - 0" TRASH / RECYCLING ENCLOSURE PROPOSED BUILDING 7,920 GSF 7,765 NET RENTABLE 8' - 0".6 1 8 5 16' - 8" 6 1 8 58' - 0".6' - 0"1' - 0"6 11 12 SHEET INDEX: A1 FLOOR PLAN A2 EXTERIOR ELEVATIONS A3 RENDERINGS Sheet Title Project Number Sheet Number Issued For Date Project Client Project Manager Date Reg. No. I hereby certified that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Edward A. Farr ©COPYRIGHT 2022 Location PRELIMINARY - NOT FOR CONSTRUCTION10/18/2022 6:08:38 PMA122.060 FLOOR PLAN 10/19/2022 16362 DA ORCHARD PLACE BLOCK 1 LOT 2 RETAIL APPLE VALLEY, MN SCALE:1/8" = 1'-0"A1 1 FLOOR PLAN N 0'4'8'16' SCALE:1/4" = 1'-0"A1 2 TRASH ENCLOSURE - WEST SCALE:1/4" = 1'-0"A1 3 TRASH ENCLOSURE - SOUTH SCALE:1/4" = 1'-0"A1 4 TRASH ENCLOSURE - EAST SPR 10/19/2022 MATERIALS 1 BRICK 1 - DARK 2 BRICK 2 - LIGHT 3 SIGNAGE 4 ALUMINUM / GLASS DOOR 5 STONE 6 PREFINISHED METAL COPING 7 STOREFRONT 8 LIMESTONE CAP 9 FABRIC CANOPY 10 LIGHT FIXTURE 11 PAINTED METAL RIBBED GATE (100% OPACITY) 12 PAINTED STEEL PIPE BOLLARDS T/ LOW MASONRY 122' -0" FLOOR 1 100' -0" 1 5324 T/ HIGH MASONRY 128' -0" 3 2 1 8 5 1 2 78 9 1 4 T/ MID MASONRY 125' -8" 6 10TRASH ENCLOSURE SEE SHEET A1 RTU - SEE CROSS SECTION EXHIBITS BELOW FOR SCREENING C A 4 2 1 1 6 5 7 89 3 1 2 2 7 9 B 10 RTU - SEE CROSS SECTION EXHIBITS BELOW FOR SCREENING CA 6 5 1 2 7 2 1 3 6 B 4 T/ LOW MASONRY 122' -0" FLOOR 1 100' -0" 15324 T/ HIGH MASONRY 128' -0" 1 2 8 5 2 1 3 7 8 9 T/ MID MASONRY 125' -8" 6 10 2 8 RTU TOP 157' TO VISIBLE RTU 1 RTU 2RTU 3 BLOCK 1, LOT 2 PROPERTY RTU TOP 113' TO VISIBLE SITELINE S I T E L I N E SCHULER SHOES RTU TOP 197' TO VISIBLE SITELINE S I T E L I N E SCHULER SHOES RTU 2 RTU 3 BLOCK 1, LOT 2 PROPERTY RTU TOP 221' TO VISIBLE Sheet Title Project Number Sheet Number Issued For Date Project Client Project Manager Date Reg. No. I hereby certified that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Edward A. Farr ©COPYRIGHT 2022 Location PRELIMINARY - NOT FOR CONSTRUCTION10/18/2022 6:08:45 PMA222.060 EXTERIOR ELEVATIONS 10/19/2022 16362 DA ORCHARD PLACE BLOCK 1 LOT 2 RETAIL APPLE VALLEY, MN SCALE:1/8" = 1'-0"A2 1 EAST ELEVATION SCALE:1/8" = 1'-0"A2 2 NORTH ELEVATION SCALE:1/8" = 1'-0"A2 3 SOUTH ELEVATION SCALE:1/8" = 1'-0"A2 4 WEST ELEVATION MATERIALS 1 BRICK 1 - DARK 2 BRICK 2 - LIGHT 3 SIGNAGE 4 ALUMINUM / GLASS DOOR 5 STONE 6 PREFINISHED METAL COPING 7 STOREFRONT 8 LIMESTONE CAP 9 FABRIC CANOPY 10 LIGHT FIXTURE 11 PAINTED METAL RIBBED GATE (100% OPACITY) 12 PAINTED STEEL PIPE BOLLARDS 0'4'8' 16' 0'4'8' 16' 0'4'8' 16' 0'4'8' 16' SCALE:1" = 20'-0"A2 5 SITE LINE CROSS SECTION LOOKING NORTH SCALE:1" = 20'-0"A2 6 SITE LINE CROSS SECTION LOOKING EAST SPR 10/19/2022 Sheet Title Project Number Sheet Number Issued For Date Project Client Project Manager Date Reg. No. I hereby certified that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota Edward A. Farr ©COPYRIGHT 2022 Location PRELIMINARY - NOT FOR CONSTRUCTION10/18/2022 6:08:45 PMA322.060 RENDERINGS 10/19/2022 16362 DA ORCHARD PLACE BLOCK 1 LOT 2 RETAIL APPLE VALLEY, MN NORTHEAST CORNER VIEW NORTHWEST CORNER VIEW SOUTHEAST CORNER VIEW SOUTHWEST CORNER VIEW SPR 10/19/2022 CITY OF MEMO Public Works TO: Alex Sharpe, Planner FROM: Brandon S. Anderson, PE, City Engineer DATE: October 28, 2022 SUBJECT: Orchard Place Block 1, Lot 2 Retail Site Plan Review per plans dated 10/19/2022 Alex, The following are comments regarding the Orchard Place Block 1, Lot 2 Retail site plan dated October 19, 2022. Please include these items as conditions to approval. General 1. All work and infrastructure within public easements or right of way shall be to City standards. 2. Provide a narrative of how the buildings will be constructed and any impacts. The narrative shall include the following: a. Shoring (if applicable) b. Material Storage. c. Haul routes to and from the site. d. Phasing 3. No construction work shall begin prior to a preconstruction meeting conference with a Public works and a Building Inspections representative. 4. Public Work Department (952-953-2400) shall be notified a minimum of 48 hours for any required water main shut downs and/or connections. Permits 5. 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. 6. Department of Labor and Industry (DOLI) shall review private utilities. 7. A right of way permit will be required for all work within public easements or right of way. 8. A Natural Resource Management Permit (NRMP) will be required prior to any land disturbing activity commences. Site 9. Include Auto turn drawing for service and emergency vehicles entering and leaving the site. 10. Show the location of manholes and gate valves and hydrants on the site plan. 11. Show locations of proposed lighting fixtures for the parking lot. 12. Drainage and utility easements should be shown on Plans. 13. All curb ramps shall be ADA compliant. 14. Additional sidewalk may need to be added to create connectivity to the site. Grading & Drainage Plan 15. Final Storm Water Pollution Prevention Plan (SWPPP) shall be included with plans and shall be reviewed and approved by City Engineer. 16. Final Grading Plans shall be reviewed and approved by City Engineer. 17. Provide the overall site composite Curve Number (CN) along with the impervious % on the area tabulation. 18. Label the EOF’s on the grading plan. Storm Sewer 19. Final locations and sizes of Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. Sanitary Sewer and Water main 20. Final locations and sizes of Sanitary Sewer and Water main shall be reviewed with the final construction plans and approved by City Engineer. 21. Provide gate valves on all water lines going into the buildings including fire suppression lines in accordance with City Detail plate SER-6. 22. All watermain shall be a min depth of 8.0’. Change note 7 on the Utility Plan. 23. Identify Irrigation service location(s) if applicable per SER-4. 24. Show the locations of the existing hydrants on the utility plan. 25. The drop structure has an invert 1 ft below the rim, verify the rim elevation on this structure. The drop structure shall be constructed in accordance with City Detail plate SAN-4. Landscape and Natural Resources 26. The City encourages native plantings. Several 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. 27. Ensure all tree plantings 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, honeylocust, American basswood, buckeye, and Kentucky coffeetree. 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. 28. 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. 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:November 2, 2022 S E C T I O N:Other Business Description: Rivers of L ife S ketch P lan - Outlot C, Orchard Place 4th Addition (to be platted) - P C22-X X -X X X S taff Contact: K athy Bodmer, A I C P, Planner Department / Division: Community Development Department Applicant: Rivers of L ife, HJ Development, Rockport L L C P roject Number: P C22-X X-X X X Applicant Date: 60 Days: 120 Days: AC T I O N RE Q UE S T E D: No official action is required. T he owner wishes to introduce the project and receive feedback from the Planning C ommission prior to submitting a formal land use application. I t is recommended that the Planning C ommission not state specifically whether or not they would approve o r deny the request, but rather, identify the specific zoning questions or issues they might have with the proposed project. S UM M ARY: Rivers of Life would like to present plans for a 40,000 sq. ft. full-service memory care facility on the southwest corner of Pilot Knob Road and 152nd St. W. T he facility is proposed to have 32 to 40 rooms providing memory care for higher needs patients. T he proposed 3.16-acre lot, currently Outlot C, of the O rchard Place 4th Addition preliminary plat, would abut Pilot Knob Road on the east, 152nd St. W. on the north and English Ave on the west. A single access is proposed into the site from the west off of English Ave. B AC K G RO UND: Outlot C of the proposed preliminary plat of Orchard Place 4th A ddition, is within a special focus area of the C ity's 2040 C omprehensive Plan. In C hapter 4, the Land Use chapter, a concept plan is shown for the area in the southwest corner of C ounty Road 42 and Pilot Knob Road, the "Fischer Mine Area (Employment/Industry)". Within the plan, the Orchard Place Concept Plan provides a master plan for the uses and street alignments within the 262-acre area, providing a mix of office, industrial, medical and residential uses. T he C omprehensive Plan states that the Orchard Place area "is intended to be a high quality setting for general office, corporate office, research and development, light manufacturing and office/showroom." T he emphasis is on nonresidential, employment-based uses. In the area of Outlot C , medical uses are promoted as compatible uses in the area. T he Orchard Place concept plan provides a goal for building size to land area called the "floor area ratio" (FA R). T he FA R is intended to help encourage higher development densities. T he site has a guidance FA R of between 0.25 to 0.40. T he proposed Rivers of Life site has a FA R of 0.29 which is within the guided coverage recommendation. T he petitioners state that there is a higher-than-typical ratio of staff to residents in this building. Staff members include Care Partners, nurses, culinary and other staff. While the facility does not provide hospital-level medical care services, it provides a higher level of day-to-day living support to help meet the specific needs of the high-acuity memory care patients. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Map Applicant L etter Memo Background Material SITEa 150TH ST W PILOT KNOB RD155TH ST W EMBRY PATHENGLISH AVE152NDST W 151ST ST W EMORY AVE154TH ST WEMORYCIR153RDSTW ELYSIUM AVEEMBER CT 1 5 6 T H W AY PILOT KNOB RD150TH ST W RIVERS OF LIFESKETCH PLANµAERIALLOCATION MAP ^ SITEa P P C C CC P P HD MD LD MD LD LD LD LD MD MD HD LD LD HD MBC IND INS INS INS IND MBCMBC 150TH ST W 157TH ST W PILOT KNOB RDEMBRY PATH155TH ST W FIN C H A V E ENGLISH AVE158TH ST WFAIRFIELD DR152ND ST W EMORY AVE151ST ST W EVERGLADE AVE156TH ST W ENERGY WAY 154TH ST WEMORY CIRFAIR HILL WAYFJORD AVEFAIRCHILD WAYENDICOTT WAY153RD ST W EMPEROR AVEJOHNNY CAKE RIDGE RDEMBER CT 158TH CT W 149TH ST W FERNANDO AVEFAIRBOOK CTFESCUE CTFINESSE WAY149TH ST W 158TH ST W PILOT KNOB RD150TH ST W 158TH ST W ENGLISH AVE151ST ST W 1 4 9 T H S T W 150TH ST W 157TH ST W PILOT KNOB RDEMBRY PATH155TH ST W FINCH AVE158TH ST W EMORY AVE1 54 T H S T W FAIR HILL WAYFAIRCHILD WAY 149TH ST WPILOT KNOB RD150TH ST W µ RIVERS OF LIFESKETCH PLAN COMPREHENSIVE PLAN MAP ^ CSAH 42 (150TH ST W) SITEa 1 5 2 1 1 9 3 7 7 1 22 7 2 2 77 6 76 6 6 2 6 21 3 44 1 1 1 2 5 1 1214 4 5 2A P P P P AP P RB BP BP SG PD-849 R-3R-3 R-3 I-1 I-2 M-6C PD-975 PD-975 PD-856 PD-856 PD-703 PD-703 PD-703 PD-632 PD-975 PD-1053 150TH ST W 157TH ST W PILOT KNOB RD160TH ST W 155TH ST W EMBRY PATHFINCHAVEFJOR D AVE158THSTW ENGLISH AVEELYPATH ECH O WAY F A IR FIELDDR 151ST ST W EVERGLADEAVEENE R G Y W AY EMORY AVE159TH ST W ENDICO TT W A Y COBBLESTONE LAKE PK WY E L YCIR COBBLESTONE L A K E P K WY S 149TH ST W EMPEROR AVEELYSIUM AVEEMBER CT 158TH CT W FENNEL CT158THSTW 150TH ST W 149THST W151ST ST W PILOT KNOB RD158TH ST W 1 4 9 T H S T W µ RIVERS OF LIFESKETCH PLAN ZONING MAP ^ SITE Project: Rivers of Life – Orchard Place – Apple Valley, Minnesota Rivers of Life is looking to locate its next full-service memory care/enhanced facility on the beautiful 3+ acre corner of Pilot Knob Road and 152nd street in Apple Valley, Minnesota. The facility is planned to have 32-40 rooms. We differ from other senior care facilities in the area by catering to higher-level acuity patients, and we are private pay. Every effort has been made to design the exterior appearance of the building to have a commercial look that will blend in nicely with the other commercial property neighbors at Orchard Place. Our proposed building includes manufactured wood-like product and cultured stone exterior, with eyebrow roofs and awnings using clad material. Rivers of Life is a healthcare business whose business model is to provide senior memory care and enhanced assisted living. Memory care is a unique subset of assisted living and nursing home care. Memory Care facilities like Rivers of Life have smaller staff-to-patient ratios and are designed to meet the specific social, medical and safety needs of people who have dementia or some form of cognitive impairment. These facilities offer a home-like environment to help residents feel secure and comfortable and are staffed with well-trained Care Partners and Nurses as well as Culinary and other staff to provide for the needs of the residents. Rivers of Life offers the following additional services: Round the clock supervision; Nursing staff; Medication Management; Cognitive therapies; Safety for confused or wandering residents; Alarmed and secured premises; to name a few. Proximity to other medical providers like Health Partners, etc is a major benefit to a facility like Rivers of Life. The site is conveniently located for the professionals who provide in-facility services as well as the families of the residents, who love to visit. Other Rivers of Life Facilities: Savage, Minnesota – 6700 Egan Drive, Savage - Opened in October 2021 Eagan, Minnesota – 2811 Pilot Knob Road, Eagan - Under construction to open Summer/Fall 2023 LOUNGE COURTYARDENTRYCOMMON AREASCOMMON AREASLOUNGELOUNGELOUNGE38 SPACES37-40 UNITS200'-0"200'-0"PILOT KNOB ROAD ROW152ND STREETCopyright 2022 DJR Architecture, Inc.CONCEPTUAL PRELIMINARY PLANAPPLE VALLEY, MNCONCEPT -RIVERS OF LIFE -ORCHARD PLACE22-128.0010/04/221" = 40'-0"PRELIMINARY PLAN Copyright 2022 DJR Architecture, Inc.CONCEPTUAL EXTERIOR ELEVATIONSAPPLE VALLEY, MNCONCEPT -RIVERS OF LIFE -ORCHARD PLACE22-128.0010/04/221/16" = 1'-0"EAST EXTERIOR ELEVATION1/16" = 1'-0"NORTH EXTERIOR ELEVATION1/16" = 1'-0"SOUTH EXTERIOR ELEVATION1/16" = 1'-0"WEST EXTERIOR ELEVATION Copyright 2022 DJR Architecture, Inc.CONCEPTUAL PERSPECTIVE VIEWSAPPLE VALLEY, MNCONCEPT -RIVERS OF LIFE -ORCHARD PLACE22-128.0010/04/22NORTHWEST VIEWNORTHEAST VIEW City of MEMO Building Inspections TO: Kathy Bodmer, AICP, Planner FROM: George Dorn, Building Official DATE: October 20, 2022 SUBJECT: Rivers of Life Orchard Place  SAC determination is required from Met Council prior to permit issuance from the city.  Geotechnical report, boring log and Special Inspector Agreement is required prior to permit.  Submit plans to Minnesota Department of Labor, Plumbing Division for review of proposed plumbing, roof drainage, sanitary and storm design.  A grease interceptor may be required for this project per City Ordinance Chapter 51.08 (B) (d). Provide Engineering information with regards to the Grease Interceptor. The State Plumbing Division will review the Grease Interceptor.  Recycling area is required per MSBC 2020 1303.1500 Subpart 1 in accordance with Table 1-A. Show area and calculations on plans. Indicate the recycling area sq. ft. area.  Separate sign permits are required. Signed structural drawings will be required for review with the Building Permit application.  Mechanical equipment and appliances on roofs or elevate structures shall be accessed in accordance with the 2020 Minnesota Mechanical Code 306.5. Depict on your plans how you intend to access mechanical equipment if it is to be elevated.  Roofs with different height elevations may have a permanent ladder in accordance with the 2020 MMC 306.5.3.  The City of Apple Valley has adopted the 2020 MSBC 1306, subpart 3 Special Fire Protection systems. This section would require the building to have an automatic sprinkler system installed based on occupancy type and square footage.  The allowable area and building heights will be determined once the code analysis has been completed.  Submit plans to the Minnesota Department of Health for review and approval.  Platting of the property lines must be completed prior to permit issuance.  Per MSAC 502.4.4, the access aisles for the accessible areas shall be marked with a designation sign that says “no parking. Review areas under consideration for accessible parking areas.  Architectural, Structural and Civil plans are required to be signed with the permit application. CITY OF APPLE VALLEY | 2040 Comprehensive Plan Update Land Use 4-1 The Vision for the future of Apple Valley lays the foundation for the Comprehensive Plan. The Land Use Plan, in turn, provides the framework for guiding land use to achieve this vision. This Chapter includes several key elements that ex- press the vision through maps, goals, guidelines, and policy statements. These elements include: • Focus Areas (page 4-5) • Description of Land Use Categories (page 4-17) • The Future Land Use Map (page 4-18) • Land Use Goals and Policies (page 4-32) These elements are the primary tools for guiding future land use in accordance with the commu- nity’s vision. The Future Land Use Map guides uses for each parcel in the City. However, this land use plan is intended to be flexible because it is anticipated that most growth will occur through redevelopment, of which the exact loca- tion and character cannot be specified. The plan refers to focus areas, which are priori- tized for development and/or redevelopment. Two areas, the Fischer Sand and Gravel Mining Area and Downtown, represent the largest op- portunities for infill development and redevel- opment and are the core areas for commerce and job development. Figure 4.1 illustrates the general boundaries of these are- as. The plan calls for them to be connected via an extension of the Ring Route and enhanced transit service. There is a focus on enhancing accessibility to transit, housing, and employment within the Ce- dar Avenue corridor and the County Road 42 corridor. (See the Focus Areas Section for fur- ther discussion.) The Land Use Plan describes objectives, strat- egies, and design guidelines that correspond to the unique challenges and opportunities in these focus areas. To implement its vision in these areas, the City may need to solidify its strate- gies through formal policies, i.e., through amendments to the zoning code, parking re- quirements, etc. For example, the City could formalize its policies for accessibility and densi- ty through the application of a transit-oriented development overlay district. The recommenda- tions in the Plan are intended as a guide to fa- cilitate future policy implementation. 4. Land Use CITY OF APPLE VALLEY | 2040 Comprehensive Plan Update 4-2Land Use Figure 4.1 – Priority Planning Areas with Ring Route Extension Downtown Core (Retail/Office) Fischer Mine Area (Employment/Industry) Lakeville LEGEND N Original Ring Route Proposed Ring Route Extension 0 0.25 0.5Miles GALAXIE AVEFLAGSTAFF AVEPENNOCk AVECEDAR AVEJOHNNY CAKE RIDGE RD160TH ST W 147TH ST W 153RD ST W PILOT KNOB RD155TH PKWY 42COUNTY ROAD CITY OF APPLE VALLEY | 2040 Comprehensive Plan Update Land Use 4-3 Vision for General Development The overall goal of the City is to guide the use of land to realize the vision for Apple Valley. The goals and policies in this section describe the land use objectives of Apple Valley, which aim to meet the needs and desires of all members of the com - munity. The Land Use element of the Compre- hensive Plan promotes a development pattern that can be sustained over time, makes the best use of available resources, and maximizes the ability of each use to meet its intended function, such as the provision of recreational, social, envi- ronmental, or economic services. Apple Valley is a place with outstanding quali- ty of life. We must wisely use the natural, economic, and human resources needed to create this quality of life. We seek to provide the resources required to maintain and en- hance this quality of life for generations. In doing so, Apple Valley aspires to be sustain- able. General Planning Strategies The City uses zoning and buffering techniques to guide all parcels toward their highest land use and maintain the integrity of distinctive uses. Zoning and Buffering Concepts An important objective of city planning in Apple Valley is to preserve the vitality and cohesiveness of residential neighborhoods. To that end, the City aims to minimize land use conflicts through appli- cation of the zoning ordinance and buffering poli- cies. Buffering techniques are Apple Valley’s pri- mary strategy for smoothing land use transitions. The City uses buffers to separate incompatible land uses or portions of land uses that have the potential to negatively impact adjacent properties and/or neighborhoods. Buffers also: • Define neighborhood convenience centers • Provide open space in higher-density residen- tial developments • Introduce strategic design features into developments • Reinforce neighborhood identity Designed buffer treatments utilize a variety of natural and structural design elements to reduce the effect of noise, light, traffic, or mismatched aesthetics on residential properties. Landscaping elements, berms, distance, fencing, and site and building orientation are all techniques that help to buffer uses. In cases where new development or redevelop- ment is proposed that may negatively impact ex- isting uses, the City may require noise, traffic, shadow and similar studies to evaluate the extent of the expected impacts and the mitigation measures needed to reduce those impacts. Another type of buffer is a “use” buffer. A “use” buffer acts to moderate the transition from a high- intensity use to a low-intensity use by incorporating uses of moderate intensity in between. Typical zon- ing arrangements attempt to minimize the interface between high-intensity and low-intensity uses by promoting a gradual transition in intensity across an urban transect. An idealized arrangement is as fol- lows: Industrial/commercial high-density residen- tial medium density low density This arrangement has several benefits: • Protects homeowners’ property invest- ments. Most Apple Valley homeowners live in low-density, single-family neighborhoods. • Protects commercial and industrial uses. Some commercial and industrial areas lose their ability to function properly if they are en- croached by low-intensity uses. • Links high-density residential develop- ments to jobs, retail, and services. Linking employees, workers, and consumers creates mutually beneficial relationships for busi- nesses for all three groups. In this way, local regulatory policies recognize the practical needs of the private market. • Aids transportation goals. The general ar- rangement described above is seamlessly in- tegrated with the transportation plan through the roadway functional classification system. High density/intensity uses are located along arterials and major collectors. Low intensity uses are located on minor collectors and local CITY OF APPLE VALLEY | 2040 Comprehensive Plan Update Land Use 4-4 streets. In addition, concentrating residential and employment densities along key transit- ways promotes ridership for regional Bus Rapid Transit (BRT) and the municipal transit system. General Community Design Standards The City uses this Plan, design policies, and other land use regulations to create desirable environ- ments for its residents to live, work, and play, and sustain high-quality development. The City uses general design standards to establish minimum requirements for site design, exterior architectural form and scale, and landscaping in key develop- ment areas, including major road corridors and larger parcels with few natural amenities. Municipal design guidelines consider the following aspects of development: •Site grading •Architectural building materials •Building orientation •Landscaping •Parking •Lighting •Property access •Internal traffic circulation •Pedestrian and bicycle facilities •Transit amenities Innovative subdivision and development design techniques will be encouraged if they produce the enduring quality of development sought by the City and achieve other objectives of this Plan. Employment Areas Thriving, well-balanced communities require plen- tiful employment opportunities. Two key objectives of the Land Use Plan are to provide sufficient acre- age for employers and connect more Apple Valley residents to jobs within the City. The City targets household supporting employment (i.e., jobs that pay above the area median income). The Fischer Sand and Gravel Mining Area has been guided for this purpose since the 2030 Comprehensive Plan Update. Desirable uses in higher-wage employment areas should consist of office, office-showroom, ser- vices, medical, health care, research and devel- opment, and forms of light industrial land use that produce minimal noise, odor, or other forms of pollution. Undesirable uses are those that have high levels of noise, traffic congestion, odor, dust, vibration, lighting, and unmitigated contamination. Retail uses should be limited to 25% at the very maximum of the overall employment area and should be strategically guided to support the pri- mary employment use. Employment areas should have strong connectivity to the Downtown, resi- dential neighborhoods, and transit facilities. The City will adopt policies to guide the use of finan- cial programs and land use controls to attract and expand businesses that achieve these objectives. Natural Resources The natural environment makes a significant con- tribution to an attractive community image and quality of life. A mature urban forest dissipates heat and provides shade from the sun. Wetlands provide habitat for waterfowl and filter storm water runoff. The value of these and other natural fea- tures is not easily quantified. It is important that significant natural features be preserved when- ever possible, and that artificial alternatives which perform a similar ecosystem service are con- structed when necessary. Federal regulatory poli- cy protects valuable natural features at a high level, but the City of Apple Valley has also taken steps to protect fragile resources. CITY OF APPLE VALLEY | 2040 Comprehensive Plan Update Land Use 4-5 Focus Areas In the 2040 Comprehensive Plan, two locations receive significant attention. These areas include the Fischer Mine Area, which will become Orchard Place, and Downtown. Figure 4.1 depicts these areas, which are adjacent to each other. Down- town is and will remain Apple Valley’s commercial center, while the focus of Orchard place is on high-quality employment. While these areas have different opportunities and constraints for rede- velopment, development should integrate a mix- ture of compatible land uses, a connected grid of “great streets”, and a transit-supportive density. A preliminary step to facilitate this transition is to extend the existing Ring Route east through Or- chard Place, as depicted in Figure 4.1. The fol- lowing sections describe Orchard Place, Down- town, the Ring Route, and other aspects of Apple Valley’s focus areas in more detail. In 2040, Downtown and Orchard Place will feature a mixture of residential, commercial, and employment uses; a connected grid of “great streets”; and suburban-intensive trans- it-supportive density. Fischer Sand and Aggregate Mining Area and Adjacent Infill Figure 4.2 shows the concept plan for the Fischer Sand and Gravel Mining Area. The master plan, called Orchard Place, designates 262 acres for nonresidential, employment-based use. The 2030 Land Use Plan guided most of this acreage as Mixed Business Campus. The area is intended to be a high quality setting for general office, corpo- rate office, research and development, light man- ufacturing, and office showroom. The City also has a strong desire to attract health facilities with related offices and clinics to this location given market support for this use. The Mixed-Business Campus District provides flexibility for a variety of business/industry clus- ters. As of 2017, the Orchard Place site plan il- lustrates the location of each cluster, and iden- tifies a specific set of land use envisioned for each cluster. The plan sets clear goals for den- sity and floor area ratios (FAR), which establish general parameters to achieve the desired de- velopment. FAR requirements encourage a denser development pattern. In addition to the Fischer Sand and Aggregate reclamation project, infill development will contin- ue in the adjacent Cobblestone Lake area, locat- ed east of Pilot Knob Road. This Planned Devel- opment area is nearing buildout, with construction continuing in 2017. Remaining vacant parcels are planned for multifamily residential development. CITY OF APPLE VALLEY | 2040 Comprehensive Plan Update 4-6Land Use Figure 4.2 – Orchard Place Concept CITY OF APPLE VALLEY | 2040 Comprehensive Plan Update Land Use 4-7 Economic Development Potential The Metropolitan Council projects that Apple Valley will support 17,100 jobs by 2040, an in- crease of 2,821 from the 2010 Census figure. However, the Economic Development Authority has set a goal of reaching 19,000 jobs. The City recognizes a significant opportunity to cre- ate high-quality jobs and retain local labor, giv- en that most residents currently work in other jurisdictions. With its emphasis on employ- ment-based uses, Orchard Place will substan- tially contribute toward this goal. Consistent with the keys identified as part of Apple Valley’s vision, this employment-focused area will help provide a diversity of living-wage jobs and cre- ate opportunities for the City’s residents to work closer to home. The Mixed Business Cam- pus land use category is intended to accom- modate a mix of approximately 55% to 65% of- fice (⅓ of which would be targeted for health and medical related facilities), 10% to 20% light industry/manufacturing, and 10% office show- room or office warehouse. Because the area also includes other mixed uses, high-density housing and incidental retail and service, uses could also be considered to a limited extent. Transportation Network The Orchard Place plan is centered around two internal collector roads, Johnny Cake Ridge Road and 153rd Street W est/155th Parkway. Johnny Cake Ridge Road bisects the site from north to south, intersecting with 153rd Street West/155th Parkway at a roundabout. These two streets provide the four primary access points to Or- chard Place. They are each spaced approximately ½ mile from other signalized intersections. As the City looks to develop its east-west transit connection along County Road 42, a future transit station is en- visioned at the intersection of County Road 42 and Johnny Cake Ridge Road, at the north entrance to the Orchard Place site. The City will engage the MTVA to develop future transit services. Additional minor accesses are spaced at intervals of ⅛ mile to ¼ mile around the perimeter of the site. The 153rd Street West/155th Parkway route is a vital east-west connection to Downtown. This road is a planned extension of the Ring Route. A gasline easement parallels the road to the south. An internal circulator route complements the primary north/south and east/west routes. Environmental and Recreational Amenities Three large ponds provide on-site storm water man- agement and recreational amenities. The ponds are a practical use for the site, acting to counteract the effects of impervious surface runoff and reducing the amount of fill that is needed for development. Apple Valley’s bedrock geology provides natural storm wa- ter filtration. The ponds are connected through an internal trail system, three bridges, and two plaza/greenspace areas. One grade-separated trail connection is illus- trated across 153rd Street, in the northwest quad- rant of the site. Other midblock trail crossings should be explored. Downtown Downtown Apple Valley is located at the commercial crossroads of Cedar Avenue (CSAH 23/TH 77) and County Road 42. It contains a cluster of large retail uses and some smaller offices and services, as well as key institutions (City Municipal Center), high- density apartments, and some newer mixed-use de- velopment. Having developed largely during the 1970s and 1980s, Downtown was and continues to be primarily auto-oriented. The quadrants surround- ing Cedar Avenue and County Road 42 consist of super-blocks containing big-box stores and large ar- eas of surface parking. The scope of Downtown con- tinues to evolve in form, use, and density. With the development of Central Village and the Fischer Mar- ketplace, Downtown has expanded to the east. The highlighted Downtown Core on Figure 4.1 contains approximately 600 acres. One of the keys of this plan is a successful down- town. Apple Valley envisions a unique, identifiable, and thriving downtown. The building blocks are in place. Downtown is located adjacent to one of the busiest at-grade intersections in the state. It is served by the METRO Red Line Bus Rapid Transit (BRT) service, which connects riders to the central metropolitan region and other destinations. In 1990, the City invested in a series of road, sidewalk, and landscape improvements called the Ring Route; helping to further establish Downtown’s identity and improve access to the area. There are large areas of CITY OF APPLE VALLEY | 2040 Comprehensive Plan Update Land Use 4-28 29 •Lighting is limited to parking lot and building illumination designed for customer and em- ployee safety. Building and parking area light- ing shall not be allowed during the time the businesses are closed, except as necessary for safety and security. •Given its proximity to residential areas, hours of operation of the use(s) shall be limited. Industrial and Mixed Business Employment Areas As explained in the Community Context chapter (3), Apple Valley has a relative lack of high wage (above the hourly metro average) job opportuni- ties. Therefore, it is important to designate prop- erty for the creation of jobs and to expand oppor- tunities for people to live and work in Apple Valley. An overarching vision for the land use plan is to provide opportunities for higher-wage businesses and workers to thrive in the City. The land use plan does this by identifying ample areas that could be developed or redeveloped for business and em- ployment purposes, including manufacturing facili- ties, office space, research and development sites, and medical and healthcare facilities. The Indus - trial (IND) and Mixed Business Campus (MBC) districts accommodate many of these uses, and help solidify the City’s economic base. Industrial (IND) Use type examples: Goods manufacturing, processing, and warehousing Industrial (IND) allows offices, assembly, ware- house, manufacturing, and other similar activities within an enclosed building to limit the amount of dust, noise, odor, and other adverse impacts. The current zoning district categories that regulate in- dustrial uses include I-1, I-2, BP and PD. Perfor- mance standards in the Industrial district include the following: •High-quality site design and building materials are expected to be used to promote pleasing off-site views of the development •This land use designation shall not be locat- ed adjacent to residential land uses without a significant buffer, which consists of distance- berming, heavy landscaping, decorative fences/walls, or a combination thereof as de- termined by the area characteristics deemed adequate by the City. Loading and delivery areas shall be screened from off-site views. •Landscaping shall consist of aesthetic treat- ment to provide interruption of long building walls and to soften parking lot areas. •Exterior storage of materials and equipment shall be completely enclosed, or screened from all property lines by a fence or wall. •Heavy freight vehicles are characteristic of uses in this land use category. Space for truck and vehicle maneuvering needs to be planned for these uses. Weekend trip attraction to in- dustrial sites should be minimal. •Driveway access to the development shall be from non-local streets or those designed for primarily non-residential traffic. No direct ac- cess to County Road 42 shall be allowed. •Lighting is limited to parking lot and building illumination designed for employee safety. Mixed Business Campus (MBC) Use type examples: Research and development, office park, and hospital Mixed Business Campus (MBC) areas are in - tended to be high-quality settings for office cam- pus, office with light industrial, office with biomed- ical manufacturing, health care facilities, health care training, general office, corporate office, and other higher-intensity employment uses. Mixed retail and commercial service uses that serve the campus and adjacent neighborhoods will be limited in area and to activities that support the employment objectives of the MBC. Some examples of supportive uses include lodging, res- taurants, daycare, banking, and other retail uses CITY OF APPLE VALLEY | 2040 Comprehensive Plan Update Land Use 4-29 30 that may support the campus directly as well as adjacent neighborhoods. Such uses should gen- erally be located along County Road 42. The mix of uses in the MBC district includes the following: •55 – 65% office •10 – 20% light industry/manufacturing •10% office warehouse/showroom •5% commercial and retail uses This modeling is further discussed in the Economic Development Chapter (6), which references land use percentages, FAR ratios, and job-creation goals. The Mixed Business Campus is distinguished from Mixed Use by its economic development focus, higher intensity uses, and lower residential yield. The MBC area at Orchard Place will be developed through a site master plan and PUD process. Parks, Institutions, and Open Space Institutions (INST) Use type examples: Schools, religious institu- tions, libraries, and civic buildings. Institutional (INST) districts are public or quasi- public amenities, excluding parks that greatly im- pact the character of the community. Although public uses require public investment or donations and do not generate taxes of their own, the value of these amenities is reflected by increasing the value of surrounding properties. Schools, hospitals, and places of worship give neighborhoods definition. These uses are a source of community pride. They drive residen- tial property values and neighborhood reinvest- ment. Apple Valley citizens are proud of their strong public school system. The largest institu- tion is the Minnesota Zoo, which is an asset for the entire Twin Cities region. Government facili- ties are a prime example of institutional uses. The City Municipal Center, the Dakota County li- brary, the Dakota County Western Services Cen- ter (WSC), and the US post office, etc., should be all concentrated in Downtown Apple Valley to best serve the community. The City seeks to maximize the local benefits of r e- gional park and institutional uses while avoiding ex- pansion or changes in use that have a significant negative impact on adjacent residential properties. Undesirable impacts include traffic, light, and noise. Buffering techniques should be incorporated into the designs of planned institutional and similar land us- es that are located adjacent to residential uses. The implementing zoning districts for institutional properties are the P-Institutional District and the Planned Development (PD) district. I T E M: 6.B. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:November 2, 2022 S E C T I O N:Other Business Description: Review of Upcoming S chedule and Other Updates S taff Contact: B reanna Vincent, Department Assistant Department / Division: Community Development Department AC T I O N RE Q UE S T E D: N/A S UM M ARY: Next P lanning Commission Meetings: Wednesday, December 7, 2022 - 7:00 p.m. Public hearing applications due by 9:00 a.m. on Wednesday, November 9, 2022. Site plan, variance applications due by 9:00 a.m. on Wednesday, November 23, 2022. Wednesday, December 21, 2022 - 7:00 p.m. Public hearing applications due by 9:00 a.m. on Wednesday, November 23, 2022. Site plan, variance applications due by 9:00 a.m. on Wednesday, December 7, 2022. Next City Council Meetings: T hursday, November 10, 2022 - 7:00 p.m. Tuesday, November 22, 2022 - 7:00 p.m. B AC K G RO UND: N/A B UD G E T I M PAC T: N/A