Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2021-05-19 Agenda Packet
M eeting L ocation: M unicipal C enter 7100 147th S treet West Apple Valley, M innesota 55124 Planning C ommission meetings have resumed at the Municipal C enter and are open to the public with physical distancing restrictions. Attendee procedures and access inf ormation are posted on the C ity's website and include virtual participation opportunities. May 19, 2021 PLA N N IN G C O MMIS SIO N T EN TAT IVE A G EN D A 7:00 P M 1.C all to Order A.Planning C ommissioners will be attending either in-person or virtually. A roll-call will be taken. 2.Approve Agenda 3.Approve C onsent Agenda Items C onsent 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 f or consideration. A.A pprove Minutes of May 5, 2021, Regular Meeting. 4.Public Hearings A.C hipotle Restaurant - C onsider a Conditional Use Permit to Allow for a C lass II Restaurant with D rive-T hrough Window Service and Site Plan/Building Permit A uthorization for a 2,325-sq. ft. building on a 3.21- acre Lot (P C 21-12-BC ) LO C AT IO N: Northwest C orner of 157th Street West and Pilot Knob Road (Lot 4, Block 1, O rchard Place 2nd Addition) P ET IT IO N ER: HJ Development, LLP, and Rockport, LLC 5.Land Use / Action Items A.My Salon Suite (Outlot B, T he Legacy of Apple Valley T hird Addition) - P C 21-10-BF C onsider request for Site Plan Review/Building Permit Authorization for 9,600 sq. ft. 2-story My Salon Suite building on southeast corner of 153rd Street and Galante Lane. 6.Other Business A.Review of Upcoming Schedule and Other Updates Planning C ommission - Wednesday, J une 2, 2021 - 7:00 p.m. Planning C ommission - Wednesday, J une 16, 2021 - 7:00 p.m. C ity C ouncil - T hursday, May 27, 2021 - 7:00 p.m. C ity C ouncil - T hursday, J une 10, 2021 - 7:00 p.m. 7.Adjourn Regular meetings are broadcast, live, on Charter C ommunications C able C hannel 180 and on the C ity's website at www.cityofapplevalley.org I T E M: P L A NNI NG C O MMI S S I O N ME E T I NG D AT E :May 19, 2021 S E C T I O N:S pecial Notification Description: Planning Commi ssion meetings have resumed at the Municipal Center and are open to the public with physi cal distancing restricti ons. Attendee procedures and access information are posted on the Ci ty's website and include virtual participation opportunities. S taff Contact: B reanna Vincent, Department A ssistant D epartment / Division: C ommunity D evelopment Department AC T I O N RE Q UE S T E D: Please let us know you have joined us by either signing at the door or requesting to be an attendee on-line. S UM M ARY: Note: Planning C ommission meetings have resumed at the Municipal C enter and are open to the public with physical distancing restrictions. B AC K G RO UND : N/A B UD G E T I M PAC T: N/A I T E M: 1.A . P L A NNI NG C O MMI S S I O N ME E T I NG D AT E :May 19, 2021 S E C T I O N:Call to O rder Description: P lanning Commissioners will be attending either in-person or virtually. A roll-call will be taken. S taff Contact: B reanna Vincent, Department A ssistant D epartment / Division: C ommunity D evelopment Department AC T I O N RE Q UE S T E D: N/A S UM M ARY: During the C O VID-19 Pandemic, the C ouncil C hambers in the Apple Valley Municipal Building has been set-up to allow for the Planning C ommissioners to attend meetings either in-person (observing social distancing in accordance with Emergency Executive Order 20-81) or virtually (via GoToMeeting). A roll-call will be taken. B AC K G RO UND : N/A B UD G E T I M PAC T: N/A 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 :May 19, 2021 S E C T I O N:C onsent Agenda Description: A pprove Minutes of May 5, 2021, Regular Meeting. S taff Contact: B reanna Vincent, Department A ssistant D epartment / Division: C ommunity D evelopment Department AC T I O N RE Q UE S T E D: Approve minutes of regular meeting of May 5, 2021. S UM M ARY: T he minutes of the last regular Planning C ommission 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 May 5, 2021 1. CALL TO ORDER The City of Apple Valley Planning Commission Meeting was called to order by Chair Burke at 7:00 p.m. Members Present: Chair Tim Burke, Jodi Kurtz, Paul Scanlan, Philip Mahowald, and Keith Deikmann* (arrived late). Member(s) Absent: David Schindler City staff members attending: Community Develo pment Director Bruce Nordquist, City Planner Tom Lovelace, City Planner Kathy Bodmer, City Attorney Sharon Hills, and Department Assistant Breanna Vincent. * Present Virtually 2. APPROVAL OF AGENDA Chair Burke asked if there were any changes to the agenda. Community Development Director Bruce Nordquist advised that item 3.B regarding Eagle Brook Church would be moving to Other Business instead of Consent Items. MOTION: Commissioner Scanlan moved, seconded by Commissioner Kurtz, approving the agenda. Roll call vote: Ayes - 4 – Nays - 0. 3. CONSENT ITEMS MOTION: Commissioner Kurtz moved, seconded by Commissioner Scanlan, approving the minutes of the meeting of April 21, 2021. Roll call vote: Ayes – 4 – Nays – 0. 4. PUBLIC HEARING No Public Hearing CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes May 5, 2021 Page 2 of 5 5. LAND USE A. Texas Roadhouse Restaurant Planner Tom Lovelace presented the staff report. Commissioner Scanlan asked how they were doing on parking requirements and if they were able to lose a few spaces. Planner Lovelace advised that they meet the minimum requirements currently. Commissioner Scanlan expressed that removing 7 or 8 parking spaces may allow the site to keep some of the trees. Commissioner Scanlan mentioned that the west elevation is out of sync with the other sides of the building. Planner Lovelace advised that the applicant could look into adding more brick to the elevation. Commissioner Scanlan advised that the awning could possibly be wrapped around the entire exterior. Commissioner Scanlan asked if the exterior was brick or a brick veneer? Planner Lovelace advised that the representative from Greenberg Farrow who was present virtually could provide a response. Commissioner Scanlan asked where the mechanicals would be located. Planner Lovelace advised the plans at this level typically do not show the location of the mechanicals but that they do need to be screened. Commissioner Kurtz expressed concerns that the sidewalk located on the west side of the site could pose issues as customers would likely cross through the parking lot to access it. Planner Lovelace connection from 157th Street north to the rest of the development. The location of the trash enclosure needed the pathway to be moved. Commissioner Scanlan asked if the trash enclosure be moved to a different location. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes May 5, 2021 Page 3 of 5 Planner Lovelace advised that would be best for the applicant to answer as it likely relates to the efficiency of their operations. Community Development Director Nordquist said it would also likely have to do with the security of their operations. Commissioner Mahowald asked what the plans are for west of the site. Planner Lovelace advised there would be an intersection to the west. Commissioner Mahowald mentioned that there may likely be a lot of foot traffic with the park located nearby and that a crosswalk may be necessary in the future. Commissioner Scanlan mentioned that the tunnel that goes below Pilot Knob Road may be used more as well. He also asked where the county’s trail way system is. A representative from Kimley-Horn spoke on behalf of the petitioner and advised that they were open to finding alternatives to the sidewalk concerns and would be open to amending condition number three. Jennifer Mowen with Greenberg Farrow advised that the trash enclosures are located in that area due to operations and the security of their employees as there has been some robberies at locations that had more remote trash enclosures. She also advised that the brick veneer is a full brick. Jennifer also advised that they would be open to working with staff on adding more architectural elements such as more brick or extending the awning to the other sides. Planner Lovelace advised that there were two options the Planning Commission could take. First, they could make a recommendation that the petitioner work with staff to find the best location for the sidewalk prior to the plans going to City Council or the Commission could not vote on the item and have the petitioner return with revised plans. CD Director Nordquist advised the Commission that the concerns would be addressed with staff prior to moving forward to City Council. MOTION: Commissioner Kurtz moved, seconded by Commissioner Mahowald, approving the site plan/building permit authorization to allow for construction of a 7,750-sq.ft. Restaurant subject to conditions of working with staff to make recommendations on the sidewalk and exterior changes to west and south side. Roll call vote: Ayes - 6 – Nays - 0. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes May 5, 2021 Page 4 of 5 B. Cider Ridge Marketplace/Hope Alliance 2nd Addition Planner Kathy Bodmer presented the staff report. Commissioner Kurtz expressed concerns that the merchant that chooses to move into the location next to the proposed building should be aware that they may have a long line of cars at all times similar to the Starbucks and the mattress store located on 147th and Cedar. Planner Bodmer advised that the developer is an owner-developer and that other tenants would be made aware of this. Commissioner Scanlan expressed concerns over traffic having to drive in front of the church entrance in order to enter the drive-thru lane which could cause issues during Saturday and Sunday service and an increase in traffic. Commissioner Deikmann added that the decision was being made between the church and coffee shop and that would be a consideration that they could make jointly. Commissioner Scanlan advised that there have been a number of outlots done already and that the commission needs to remain consistent. Planner Bodmer said there would need to be a factor of working together between the church and coffee shop in relation to the traffic. Josh Benjamin with Hope Church advised that there are multiple routes to enter the drive-thru and that signage could help direct that traffic away from the front of Hope Church. He also mentioned that the church had some drone footage taken and the traffic is a lot less than it has been in the past. Ben Krsnak with Hempel Companies briefly spoke about other tenants currently interested in the space besides the proposed coffee shop. MOTION: Commissioner Kurtz moved, seconded by Commissioner Deikmann, amending the Draft PD to allow drive-thru window service in conjunction with a Class III restaurant. Roll call vote: Ayes - 5 – Nays - 1. MOTION: Commissioner Kurtz moved, seconded by Commissioner Deikmann, approving the CUP for drive-thru window in conjunction with a Class III restaurant. Roll call vote: Ayes - 5 – Nays - 1. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes May 5, 2021 Page 5 of 5 MOTION: Commissioner Kurtz moved, seconded by Commissioner Deikmann, approving the site plan/building permit authorization for construction of a 7,420 sq. ft. multi-tenant office building on Lot 2, Hope Alliance 2nd Addition. Roll call vote: Ayes - 5 – Nays - 1. 6. OTHER BUSINESS A. Review of Upcoming Schedule and Other Updates The next Planning Commission meeting is Wednesday, May 19, 2021, 7:00 p.m. The next City Council meeting is Thursday, May 13, 2021, 7:00 p.m. B. Eagle Brook Church The applicant has requested that this item be postponed until July 21, 2021 Planning Commission meeting so that a traffic study can be prepared. 7. ADJOURNMENT Hearing no further comments from the Planning Staff or Planning Commission, Chair Burke asked for a motion to adjourn. MOTION: Commissioner Scanlan moved, seconded by Commissioner Kurtz, to adjourn the meeting at 8:06 p.m. Roll call vote: Ayes – 5 – Nays – 0 Respectfully submitted, ______________________________________ Breanna Vincent, Planning Department Assistant Approved by the Apple Valley Planning Commission on 5/19/2021 . Tim Burke, Chair I T E M: 4.A . P L A NNI NG C O MMI S S I O N ME E T I NG D AT E :May 19, 2021 S E C T I O N:Public Hearings Description: Chipotle Restaurant - C onsider a Conditional Use P ermit to Allow for a Class I I R estaurant with Drive-T hrough W indow S ervice and S ite P lan/Building P ermit A uthorization for a 2,325-sq. ft. building on a 3.21-acre L ot (P C 21-12-B C ) S taff Contact: T homas L ovelace, City P lanner D epartment / Division: C ommunity D evelopment Department Applicant: HJ Development, L L P and R ockport, L L C P roject Number: P C21-12-B C Applicant Date: 4/19/2021 60 Days: 6/17/2021 120 Days: 8/16/2021 AC T I O N RE Q UE S T E D: Open the public hearing, receive comments and close the public hearing. It is the policy of the Planning C ommission not to act on a public hearing item the night of the public hearing. However, this project has been reviewed as part of the O rchard Place 2nd Addition subdivision and previous Lot 4 development requests. T herefore, if the Planning Commission concurs, staff is recommending: Recommend approval of the conditional use permit for a 2,325-sq. ft. C lass II restaurant with drive-through window service on property located at 15600 English Avenue and legally described as Lot 4, Block 1, Orchard Place 2nd Addition; subject to: Issuance of the conditional use permit shall be subject to the approval and recording of the Orchard Place 2nd Addition. Operations shall be conducted in conformance with the site plan dated December 9, 2020, on file at the City offices. Operations shall subject to compliance with all applicable C ity codes and standards. Recommend approval of site plan/building permit authorization for a 2,325-sq. ft. building with drive-through window service on property located at 15600 English Avenue and legally described as Lot 4, Block 1, Orchard Place 2nd Addition subject to: Issuance of a building permit shall be subject to the approval and recording of the Orchard Place 2nd Addition. Issuance of a building permit shall be subject to the recording of a cross access and parking agreement that allows all the lots and outlots within Orchard Place 2nd Addition access to all internal streets and parking areas contained within the development. Construction shall occur in conformance with a site plan dated December 9, 2020. Construction shall occur in conformance with the landscape plan dated December 9, 2020; subject to additional landscaping between the west side of the drive-through lane and the east patio of the adjacent building to the west. A detailed planting price list shall be required for verification of the C ity’s 2.5% landscaping requirement at the time of submission of plans for a building permit. Construction shall occur in conformance with the building elevation plan received on April 21, 2021; subject to the replacement of the “Knights Armor” colored EIF S and dark grey metal panels at the drive-through window with brick, and the addition of relief and ornamentation to the east elevation. A decorative fencing shall be installed around the perimeter of the patio area. T he trash enclosure shall be completely screened by a wall or an equivalent visual screen and shall be architecturally compatible with the exterior finish of the building. All applicable codes and ordinances shall be strictly adhered to. S UM M ARY: For your consideration is a request from HJ Development, LLP, and Rockport, LLC , for a conditional use permit to allow for a C lass II restaurant with drive-through window service and site plan/building permit authorization to allow for construction of a 2,325-sq. ft. restaurant on a 3.21-acre lot. T he site is part of the 34-acre Orchard Place commercial development, which is bonded by 155th Street West to the north, Pilot Knob Road to the east, 157th Street West to the south and Pulte's O rchard Place townhome development to the east. B AC K G RO UND : Comprehensiv e P lan: T he subject property is currently guided “C ” (C ommercial). T his designation includes a wide variety of retail, office, and service uses that vary in intensity and off-site impacts. T he C ity uses the zoning ordinance to regulate the intensity and characteristics of development. Lower-intensity districts include Limited Business and Neighborhood C ommercial. Higher-intensity districts include General Business and Retail. In each district, land use and performance standards set parameters for development. Examples include parking, building setbacks, infiltrations, site access, and lot coverage. Zoning/Conditional Use P ermit: T he property is zoned “RB” (Retail Business). Retail business districts are described as areas that are centrally located to serve the need for general retail sales. Permitted uses include stores and shops that sell personal services or goods over the counter, as well as banks, savings and loan offices, professional offices, community facilities, health clubs, animal hospitals and clinics, small engine and appliance repair, commercial recreation, auto accessory sales, and restaurants (Class I and III Neighborhood Restaurant without a drive through window, only). C onditional uses include a variety of uses that include C lass II restaurants and drive-through window service. Permitted accessory uses include delivery bays and outdoor dining areas. T he applicant is proposing a 100-seat C hipotle restaurant, which will include drive-through window service as part of their operation. T his type of restaurant operation is classified as a Class II Restaurant, which is a conditional use in the “RB” zoning district. A conditional use is described as a use permitted in a particular zoning district that may be appropriate or desirable but may require special approval because it may create special problems associated with the use's ongoing operation. C lassifying uses as conditional allows additional regulations to be applied to mitigate any adverse impacts to surrounding properties. Site P lan: T he site is part of a 34-acre commercial development. T he first phase includes the development of the southeast 9.5 acres. A 6,500-sq. ft. car wash facility on Lot 3 and two multi-tenant buildings (Buildings I and P) on Lot 4 have already received city approval. T he submitted plans identify the third building on Lot 4, which is identified as a 100-seat restaurant in the 2,325–sq. ft. with drive-through window service. A 560-sq. ft. outdoor dining area will be located along the west side of the building. T he City has not typically allowed multiple commercial buildings on the same lot. Exceptions to that rule include the restaurant corner in Fischer Market Place, the two multi- tenant buildings in C edar Market Place located at the northeast corner of 47th Street West and C edar Avenue, and two multi-tenant buildings in the Apple Valley Square development located in the southwest corner of C SA H 42 and C edar Avenue. T he first two examples are located in planned developments and the third is in a “RB” zoning district. Planned development zoning districts allow more latitude when determining area and performance standards such as building and parking setbacks that a typical zoning district does not. As this is the exception to what is generally allowed by city code, it should not be repeated with any future proposals within this development area unless the property is rezoned to a planned development. Access to the site will be via internal streets that will be connected to 155th and 157th Streets West, which are public streets. A cross access and parking agreement shall be required that allows all the lots and outlots within the Orchard Place 2nd A ddition access to all the internal streets and parking areas contained within the development. T he proposed building meets all building and parking setbacks from property lines and is located approximately 77 feet from the building to the west. Parking for this project will be provided by a 168-space parking lot that will be shared with the other buildings in Lot 4. T he zoning code does allow parking facilities that serves two or more uses to collectively provide off-street parking, provided that the total number of parking spaces is not less than the sum total of the requirements for each use separately. T he number of parking spaces contained within Lot 4 will meet or exceed the minimum parking requirements for the three buildings and proposed uses. As stated earlier, the plans show a patio along the west end of the building. Outdoor dining areas are permitted accessory uses in conjunction with a Class II restaurant provided that the following performance standards: No portion of the outdoor dining area shall be located or occur within any public right- of-way, including sidewalks/trails, boulevard areas or streets. No portion of the outdoor dining area shall be located or occur closer than two feet from any property line. If the outdoor dining area is proposed to be within a city drainage and utility easement, then the property owner shall be required to execute a license agreement prepared by the City Attorney authorizing the use of the city’s easement. T he C ity Council may restrict days, hours, nature and volume, and other aspects of entertainment in any outdoor dining area, including a prohibition against all forms of music, radio, television, and other entertainment, to protect the safety, repose, and welfare of residents, businesses and other uses near the establishment. T he outdoor dining area shall be handicap accessible and not restrict accessibility in other areas inside or outside the restaurant or food establishment. If the outdoor dining area is located on a private sidewalk area abutting the restaurant building or within a parking area for the building, then the outdoor dining area shall not interfere with any pedestrian or vehicular traffic on the site. A minimum five-foot wide area of sidewalk shall remain clear for pedestrian travel. T he outdoor dining area shall be subordinate to the principal restaurant building and shall not exceed 40% in area of the square footage of the principal restaurant building. T he outdoor dining area shall be kept in a clean and orderly manner. No food or beverages may be stored outdoors, unless a suitable means for such storage has been reviewed and approved by the city. T he C ity C ouncil may restrict the hours of operation of an outdoor dining area based upon the proximity of the area to residential dwelling units, and upon considerations relating to the safety, repose, and welfare of residents, businesses, and other uses near the establishment. T he drive-up window lane will be accessed from the east side of the building, traverse along the north side where the pick window is located and exit into the parking lot along the building's west side. T he east and north portion of the lane will be 12 feet wide and increase to 24 feet along the west side of the building. T his will allow vehicles to bypass the drive-up window if they so choose. A bicycle rack will be installed along the south side of the patio. Grading P lan: T he site has been graded as part of the sand and gravel mining reclamation of the site. Minimal grading to accommodate the proposed buildings and parking lot will be needed prior to construction. Av ailability of Municipal Utilities: Municipal sanitary and water main lines have been extended to the site from the utility lines located in the 157th Street West right-of-way. A ll utilities necessary to serve the plat shall be designed and constructed in accordance with adopted City standards. Storm sewer lines have been installed throughout the overall development that will collect runoff and transport it to the ponding areas in Outlots A and C . T he storm sewer lines traverse across multiple lots and outlots within public drainage and utility easements. Elev ation D rawings: T he exterior finish of the building will be EIFS and metal panels around the drive-through window on the north side. C ity code requires commercial buildings to have a vertical exposed exterior finish of 100% non-combustible, non-degradable and maintenance-free construction materials (such as face brick or natural stone but excluding such construction materials as sheet or corrugated aluminum, iron, or concrete block of any kind or similar). Exterior rooftop 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 proposed exterior finish does not meet the code requirements. T he use of EF IS has been permitted as a secondary exterior finish but not as the primary finish of a building. Staff is recommending that the grey stucco and metal around the drive- through window be replaced with brick. T he submitted drawings do not show the location of the mechanical equipment to serve the buildings. C ity code requires that all necessary mechanical protrusions visible to the exterior shall be screened or handled in a manner such that they are not visually obvious and are compatible with the surrounding development. For rooftop mechanical equipment, all mechanical equipment and related appurtenances, except solar collector panels, must be fully screened by either a parapet wall along the edge of the building or by a screen immediately surrounding such equipment. T he height of the parapet wall or screen shall be at least the height of the equipment. Parapet walls must be an extension of the primary building materials comprising the outside walls of the building; screens must be constructed of durable, low-maintenance materials and be either a light, neutral color or the same color as the primary building materials of the outside walls. Rooftop equipment shall be set back from the edge of the roof along the front building face a minimum of one times the equipment height. For ground mounted equipment, all mechanical equipment and related appurtenances must be fully screened by either a masonry wall or an opaque landscape screen. T he height of the wall or landscape screen shall be at least the height of the equipment. Masonry walls must be constructed of the same materials and color as the primary materials comprising the outside walls of the building; landscape screening must be of plant materials that are fully opaque year-round. Equipment shall be painted a neutral earth-tone color. All mechanical protrusions shall be pointed out on the site plan and elevations. T he building elevations indicate a significant parapet that may screen any rooftop equipment. Landscape P lan: T he submitted landscape plan identifies a wide and diverse variety of plantings. Staff has reviewed the landscape plan and is recommending that additional landscaping be added between the west side of the drive-through lane and east patio of the adjacent building to the west P to help screen the drive-up lane from the adjacent patio. City code requires that the minimum cost of landscaping materials (live plant material excluding sod) for commercial projects shall be 2.5% of the estimated building construction cost based on Means construction data. A detailed planting price list shall be required for verification of the C ity’s 2.5% landscaping requirement at the time of submission of plans for a building permit. Street Classifications/Accesses/Circulation: T he site abuts Pilot Knob Road to the east and 157th Street West to the south. Pilot Knob Road is classified as an A Minor Expander and 157th Street West is classified a Minor Collectors. Streets and traffic control shall be designed, constructed and installed in accordance with adopted C ity standards. Direct access from Pilot Knob Road will not be allowed. Access to 157th Street West will be via two north/south private streets. T he most easterly connection will be a right-in only and the westerly intersection will be a full access intersection. T he most westerly private street will be extended north and intersect with 155th Street West. Staff has no issues with the proposed accesses and private street location. P edestrian Access: T he overall site plan shows a sidewalk network that makes connections to the bituminous path along the west side of Pilot Knob Road and to sidewalks to the west. T he sidewalk in front of the restaurant will extend to the east and connect with the pathway along the west side of Pilot Knob Road and west to the sidewalk in front of the building to the west. Signs: T he site plan identifies a monument sign in the northeast corner of the site and signage is shown on the elevations. No dimensional or material information for the monument or building signage is provided and no formal sign application has been submitted with this request. All signage shall conform to the C ity’s sign ordinance. P ublic Hearing Comments: Open the public hearing, receive comments and close the public hearing. B UD G E T I M PAC T: N/A AT TAC HM E NT S: F inal Plat Background Material L ocation Map C omp Plan Map Z oning Map Plan S et Elevations MAGELLAN PIPELINE EASEMENT PER BOOK 80 OF MR, PAGE 141, PARTIAL RELEASE PER DOC. NO. 2291902, RESTATED PARTIAL RELEASE PER DOC. NO. 2811610 MAGELLAN PIPELINE EASEMENT 40 40 80 10 4 85 85 2525 75 50 DRAINAGE AND 60 F O O T H I G H W A Y E A S E M E N T PE R D O C . N O . 4 6 6 8 0 7 10 4 80 10 4 157TH STREET WEST PERPETUAL PEDESTRIAN TRAIL, UNDERPASS AND DRAINAGE EASEMENT 50 50 HI G H W A Y E A S E M E N T P E R D O C . N O . 2 2 5 5 1 9 0 A N D D A K O T A CO U N T Y R O A D R I G H T O F W A Y M A P N O . 2 8 8 P E R D O C . 2 2 4 3 8 0 7 97 . 4 8 97 . 4 8 DRAINAGE AND UTILITY EASEMENT OVER ALL OF OUTLOT C 12 0 . 0 0 12 0 . 0 0 115.00 115.00 30 30 3030 30 30 3030 DRAINAGE AND UTILITY EASEMENT OVER ALL OF OUTLOT A DR A I N A G E A N D U T I L I T Y OV E R A L L O F O U T L O T B EA S E M E N T OUTLOT D 2 OUTLOT E 1 OUTLOT A 3 4 30 30 3030 3030 2 0 20 20 20 20 20 20 20 20 20 20 2 0 2 0 20 20 20 20 20 20 20 20 20 20 2 0 2 0 2 0 2 0 20 20 30 30 30 30 30 30 UTILITY EASEMENT PER DOC. NO. 3029675 30 . 0 0 214.29 56 6 . 6 1 11 7 . 2 2 315.78 56.85 701.10 568.40 258.90449.34 28 1 . 6 8 35 7 . 1 6 61 8 . 2 5 394.97175.41 N89°46'36"E 570.38 N0 ° 0 0 ' 2 1 " W 3 1 9 . 0 9 S89°46'36"W 360.76 N0 ° 2 4 ' 4 2 " W 3 1 8 . 2 6 N42 ° 1 6 ' 3 5 " E 1 4 9 . 9 0 N0 ° 0 0 ' 4 9 " W 2 7 7 . 8 0 N89°57'33"E 1513.78 N0 ° 3 4 ' 3 4 " W 5 6 6 . 3 3 N0 ° 0 0 ' 0 0 " E 11 5 . 0 4 N90°00'00"W 74.88 N42 ° 1 6 ' 3 5 " E 93. 1 1 N0 ° 3 0 ' 3 9 " W 14 9 . 9 3 60 . 3 5 N3 0 ° 1 3 ' 0 1 " E N45 ° 2 8 ' 4 2 " E 80. 9 5 57.15 N66°3 5 ' 5 1 " E N 5 0 ° 2 0 ' 4 9 " E 7 0 . 2 3 S0 ° 0 2 ' 2 3 " E 9 4 0 . 4 1 29 1 . 6 7 62 0 . 0 7 Δ=71°4 3'1 6 " R=185.00 2 3 1. 5 8 Δ = 8 9 ° 2 5'26" R = 1 0 5 . 0 0 163.88 Δ = 1 0 4 ° 5 0 ' 3 6 " R=15 5. 0 0 2 8 3 . 6 3 Δ = 89°25'26" R = 13 5.00 210.70 Δ=14°50'36" R=125.00 32.38 Δ=42°16'34" R=115.00 84.85 N0°00'01"E 20.72 87 . 5 6 N0 ° 0 0 ' 0 0 " E 74.88 N90°00'00"W OUTLOT C OU T L O T B CH. BRG.=N05°12'50"E CH=140.25 Δ=121°07'45" R=80.52 L=170.23 CH. BRG.=N00°05'30"W CH=132.33 Δ=110°31'05" R=80.52 L=155.31 N0 ° 0 2 ' 2 7 " W 13 7 . 5 2 N 3 3 ° 4 1 ' 4 5 " W 1 1 9 . 3 8 N0 ° 0 1 ' 3 6 " W 17 8 . 5 7 N 1 3 ° 3 5 ' 4 9 " W 4 6 . 4 6 N40°44'17"W 46.46 N54°18'31"W 63.02 N0 ° 2 3 ' 3 5 " W 12 5 . 1 7 10 . 0 0 S0 ° 0 0 ' 2 1 " E N89°59'39"E 657.20 N89°57'33"E 1628.92 104.8 2 N75°1 3 ' 0 4 " W 109.18 S89°59'39"W 73.89 35.29 28 0 . 3 2 37 . 9 4 30 1 N89°59'39"E 250.04 100.00 N89°59'39"ESE CORNER OF LOT 2, BLOCK 2 , QUARRY PONDS FOURTH ADDITION SO U T H L I N E O F Q U A R R Y PO N D S F O U R T H A D D I T I O N EA S T L I N E O F J O H N N Y C A K E R O A D SOUTH LINE OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF SEC. 35 TWP. 115 RGE 20 EA S T L I N E O F T H E S O U T H E A S T QU A R T E R O F S E C . 3 5 T W P . 1 1 5 R G E 2 0 NORTHEAST CORNNER OF THE SOUTHEAST QUARTER OF SEC. 35 TWP. 115 RGE 20 NORTH LINE OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF SEC. 35 TWP. 115 RGE 20 NORTH LINE OF THE SOUTH 97.48 FEET OF THE SOUTWEST QUARTER OF THE NORTHEAST QUARTER OF SEC. 35 TWP. 115 RGE. 20 POINT A SOUTHEAST CORNER OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF SEC. 35 TWP. 115 RGE 20 BEING 5 FEET IN WIDTH AND ADJOINING SIDE LOT LINES,UNLESS OTHERWISE INDICATED, AND 10 FEET IN WIDTH AND ADJOINING STREET RIGHT-OF-WAY LINES AND REAR LOT LINES, UNLESS OTHERWISE INDICATED. DRAINAGE AND UTILITY EASEMENTS DENOTES 1/2" IRON MONUMENT FOUND, UNLESS OTHERWISE SHOWN. DENOTES 1/2" BY 14" IRON MONUMENT SET MARKED BY LICENSE NUMBER 19086, UNLESS OTHERWISE SHOWN. ARE SHOWN THUS THE SOUTH LINE OF THE NW 1/4 OF SECTION 9 HAS AN ASSUMED BEARING OF 5 5 10 10 NO MONUMENT SYMBOL SHOWN ON THE PLAT INDICATES 1/2 INCH BY 14 INCH IRON MONUMENT TO BE SET WITHIN 1 YEAR OF RECORDING THIS PLAT, MARKED BY LICENSE NUMBER 19086. Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ H J D e v e l o p m e n t \ O r c h a r d P l a c e \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 0 - C O V E R S H E E T . d w g D e c e m b e r 0 9 , 2 0 2 0 - 1 : 4 7 p m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E P A R E D F O R CO V E R S H E E T C000 OR C H A R D P L A C E 2 N D AD D I T I O N L O T S 3 A N D 4 HJ D E V E L O P M E N T , LL P AP P L E V A L L E Y MI N N E S O T A DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . WI L L I A M D . M A T Z E K , P . E . 12 / 0 9 / 2 0 2 0 45 7 9 0 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 9 7 5 0 0 1 12 / 0 9 / 2 0 2 0 AS S H O W N AC L AC L WD M 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: 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 HJ DEVELOPMENT, LLP CHRIS MOE 15600 WAYZATA BLVD, SUITE 201 WAYZATA, MN 55391 TELEPHONE: 952-476-9400 ORCHARD PLACE 2ND ADDITION LOTS 3 AND 4 FOR SITE DEVELOPMENT PLANS Know what'sbelow. before you dig.Call APPLE VALLEY, DAKOTA COUNTY, MN SECTION 35, TOWNSHIP 115N, RANGE 20W LANDSCAPE ARCHITECT KIMLEY-HORN AND ASSOCIATES, INC. MITCHELL COOKAS, P.L.A. 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE: (651) 645-4197 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 ARCHITECT MOHAGEN HANSEN BOB BAILEY 1000 TWELVE OAKS CENTER DRIVE SUITE 200 WAYZATA, MN 55391 TELEPHONE: (952) 426-7434 SITE 160TH ST W FL A G S T A F F A V E PI L O T K N O B R D 150TH ST W APPROVED: APPLE VALLEY CITY ENGINEER DATE: DRAWING INDEX Sheet Number Sheet Title C000 COVER SHEET C100 SITE PLAN C200 GRADING PLAN C300 UTILITY PLAN L100 LANDSCAPE PLAN L101 LANDSCAPE DETAILS PROPERTY LINE GAS EASEMENT RIGHT-INFULL ACCESS TEXAS ROADHOUSE 7,162 SF DO N O T E N T E R ON E WA Y NO PA R K I N G STOP STOP STOP ST O P STOP LOT 1LOT 2 PI L O T K N O B R O A D 157TH STREET WEST STORMWATER TREATMENT STORMWATER TREATMENT OUTLOT A OUTLOT D OUTLOT E FUTURE 155TH STREET WEST REFERENCE APPLE VALLEY STANDARD PLATE STR-19 FOR CUL-DE-SAC DETAILS 4 0 . 0 ' 60.0' 40. 0 ' 40 . 0 ' OUTLOT C 65 . 0 ' 126.0' TEXAS ROADHOUSE 7,162 SF DO N O T E N T E R ON E WA Y NO PA R K I N G STOP STOP STOP ST O P STOP LOT 3 LOT 4 FUTURE DEVELOPMENT PAD BLDG E. 10,000 S.F. BLDG A. 30,000 S.F. BLDG B. 30,000 S.F. BLDG C. 7,300 S.F. BLDG F. 10,000 S.F. BLDG D. 43,500 S.F. BLDG N 8,000 S.F. BLDG Q 47,200 S.F. FUTURE DEVELOPMENT FUTURE DEVELOPMENT FUTURE DEVELOPMENT BLDG I 8,200 S.F. BLDG M 6,500 S.F. BLDG P 7,400 S.F. BLDG O 2,325 S.F. BLDG G 7,300 S.F. 2 0 2 0 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ H J D e v e l o p m e n t \ O r c h a r d P l a c e \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 4 O v e r a l l S i t e P l a n . d w g D e c e m b e r 0 9 , 2 0 2 0 - 1 : 4 7 p m © NORTH PROPOSED CURB AND GUTTER PROPERTY LINE LEGEND PROPOSED HEAVY DUTY PAVEMENT STORMWATER NWL/HWL 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 S T . P A U L , M N 5 5 1 1 4 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ H J D e v e l o p m e n t \ O r c h a r d P l a c e \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 4 O v e r a l l S i t e P l a n . d w g D e c e m b e r 0 9 , 2 0 2 0 - 1 : 4 7 p m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E P A R E D F O R OV E R A L L S I T E PL A N C100 OR C H A R D P L A C E 2 N D AD D I T I O N L O T S 3 A N D 4 HJ D E V E L O P M E N T , LL P AP P L E V A L L E Y MI N N E S O T A DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . WI L L I A M D . M A T Z E K , P . E . 12 / 0 9 / 2 0 2 0 45 7 9 0 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 9 7 5 0 0 1 12 / 0 9 / 2 0 2 0 AS S H O W N AC L AC L WD M DO N O T E N T E R ON E WA Y NO PA R K I N G STOP STOP STOP ST O P STOP 18 . 5 ' 25 . 5 ' 40 . 0 ' 24 . 0 ' 40 . 0 ' 24 . 0 ' 18 . 5 ' 12 . 7 ' 12.0' 20 . 0 ' 20 . 0 ' 24 . 0 ' 20 . 0 ' 20 . 0 ' 24 . 0 ' 8. 0 ' 20.0' 8. 1 ' 12.0' 12 . 0 ' 1 8 . 5 ' 9.0' 2 4 . 0 ' 1 8 . 5 ' 9.0' 9.0' 2 4 . 0 ' 24.0'18.5' 9. 0 ' 24.0' 24.0' 18 . 5 ' 9.0' 24 . 0 ' 5.0' 5. 0 ' 34 . 9 ' 68.8' 12 . 0 ' 24.0' 9.0' 9.0' 9.0'9.0' 9.0' 18.5' 9. 0 ' 24.0' 24.0' 24 . 0 ' 27.0'18.0' 1 3 . 0 ' 65 . 0 ' 126.0'15.1' 12 . 0 ' 16. 5 ' 16.5' 33.5' 24.0' 16 0 . 0 ' 43.0' 5.0' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 1 2 2 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 5 5 5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 77 7 7 7 7 8 8 9 9 9 9 9 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 1010 10 10 10 11 11 11 11 11 11 11 11 11 11 11 11 11 11 12 12 12 12 12 12 13 13 13 13 13 13 13 13 13 14 1414 14 14 14 14 15 1515 1515 15 16 16 16 18 18 18 18 19 19 19 19 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 21 22 23 23 23 23 23 23 23 23 23 2323 23 23 2424 24 24 24 24 24 24 24 24 24 24 24 25 25 25 25 25 25 MONUMENT SIGN PI L O T K N O B R D . PROPOSED PRIVATE DR. PR O P O S E D P R I V A T E D R . BUILDING P ±7,400 SF BUILDING O ±2,325 SFBUILDING I ±8,200 SF BUILDING M ±6,500 SF PA T I O PA T I O PA T I O PA T I O PATIO PR O P E R T Y L I N E PROPERTY LINE PR O P E R T Y L I N E PROPERTY LINE 5' PARKING SETBACK 15' BUILDING SETBACK 25 ' P A R K I N G S E T B A C K 50 ' B U I L D I N G S E T B A C K 5' PARKING SETBACK 15' BUILDING SETBACK 5' P A R K I N G S E T B A C K 15 ' B U I L D I N G S E T B A C K 24 26 26 26 27 27 27 PR E P A R E D F O R SI T E P L A N C101 OR C H A R D P L A C E 2 N D AD D I T I O N L O T S 3 A N D 4 HJ D E V E L O P M E N T , LL P AP P L E V A L L E Y MI N N E S O T A DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . WI L L I A M D . M A T Z E K , P . E . 12 / 0 9 / 2 0 2 0 45 7 9 0 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 9 7 5 0 0 1 12 / 0 9 / 2 0 2 0 AS S H O W N AC L AC L WD M PROPOSED CURB AND GUTTER PROPERTY LINE SETBACK LINE PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE PAVEMENT PROPOSED CONCRETE SIDEWALK LEGEND PROPOSED HEAVY DUTY ASPHALT Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ H J D e v e l o p m e n t \ O r c h a r d P l a c e \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 4 - S I T E P L A N . d w g D e c e m b e r 0 9 , 2 0 2 0 - 1 : 4 7 p m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 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.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY PROBE ENGINEERING, DATED 03/08/2016. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8.TOTAL LAND AREA IS 4.46 ACRES. 9.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. 10.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 11.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. 12.REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 13.REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 14.ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 15.ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 16.ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. NORTH LOT SUMMARY LOT 3 - 1.25 ACRES PROPOSED BUILDING M AREA 6,500 SF PROPOSED PARKING 15 STALLS (2.31 RATIO) REQUIRED PARKING 15 STALLS LOT 4 - 3.21 ACRES PROPOSED BUILDING P AREA 7,400 SF REQUIRED PARKING 50 STALLS PROPOSED BUILDING I AREA 8,200 SF REQUIRED PARKING 83 STALLS PROPOSED BUILDING O AREA 2,325 SF REQUIRED PARKING 40 STALLS TOTAL LOT 4 REQUIRED PARKING 178 STALLS TOTAL LOT 4 PROPOSED PARKING 178 STALLS TOTAL LOT 4 PARKING RATIO 9.87 RATIO PATIO SEATS ALLOWED PER CODE 105 SEATS BUILDING SUMMARY BUILDING M (CAR WASH)1 LANE AND MAXIMUM 20 EMPLOYEES BUILDING I (RETAIL) (CLASS II REST.) 5,500 SF 55 SEATS BUILDING O (CLASS I REST.)100 SEATS BUILDING P (RETAIL / MEDICAL) (CLASS III REST.) (CLASS II REST.) 3,100 SF 60 SEATS 22 SEATS REQUIREMENTS: CLASS I RESTAURANT: 2.5 SEATS PER STALL CLASS II RESTAURANT: 2.5 SEATS PER STALL CLASS III RESTAURANT: 3 SEATS PER STALL RETAIL / MEDICAL: 150 SF PER STALL CAR WASH: 5 STALLS PER LANE AND ONE STALL PER 2 EMPLOYEES ON SHIFT KEYNOTE LEGEND CONCRETE CURB AND GUTTER. (PER LOCAL CODES) ROLLED CONCRETE CURB AND GUTTER. MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER/SIDEWALK LIMITS OF FULL DEPTH SAWCUT AND PAVEMENT REMOVAL PROPOSED PRIVATE DRIVE PAVEMENT CONCRETE SIDEWALK. 2% MAX. CROSS SLOPE AND 5% MAX STRAIGHT SLOPE (PER LOCAL CODES). SIDEWALK RAMP @ 8.33% MAX. (PER LOCAL CODES) CONCRETE WHEEL STOP STOP BAR AND STOP SIGN. (PER LOCAL CODES) DIRECTIONAL TRAFFIC ARROW. (PER LOCAL CODES) PARKING STALL STRIPING (PER LOCAL CODES) 4" WIDE PAINTED STRIPES, 2' OFF CENTER @ 45° CONCRETE CROSSWALK WITH PEDESTRIAN/HANDICAP CROSSWALK STRIPING HANDICAP STRIPING & SYMBOL. (TYPICAL-PER ADA AND LOCAL REQUIREMENTS HANDICAP SIGNS. (TYPICAL-PER ADA AND LOCAL REQUIREMENTS) BOLLARD PROPOSED LIGHT POLE DUMPSTER ENCLOSURE. (REF. ARCH. PLANS) PROPOSED PAD MOUNTED TRANSFORMER LANDSCAPE AREA. (PER LANDSCAPE PLAN) VACUUM ENCLOSURE (REF. ARCH. PLAN) TRENCH DRAIN HEAVY DUTY ASPHALT PAVEMENT STANDARD DUTY ASPHALT PAVEMENT DIRECTIONAL SIGNAGE / ORDERING EQUIPMENT DO NOT ENTER SIGNAGE 4 - BICYCLE RACKS (8 BIKE PARKING SPOTS) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 D DDD DO N O T E N T E R D D D STR -32 CB NEENAH R-3067-V RE:944.25 IE:934.20 N STR -6 MH NEENAH R-1670-A RE:942.21 IE:934.80 S IE:934.80 NE IE:934.80 E IE:934.80 W STR -10 CBMH NEENAH R-3067-V RE:942.52 IE:935.79 E IE:935.79 SW STR -28 CB NEENAH R-3067-V RE:942.40 IE:936.62 W STR -7 MH NEENAH R-1670-A RE:942.38 IE:934.24 E IE:934.24 W IE:934.24 SW IE:934.24 N STR -9 CB NEENAH R-3067-V RE:942.37 IE:936.22 W STR -11 CBMH NEENAH R-3067-V RE:942.11 IE:935.47 NE IE:935.47 SW STR -15 MH NEENAH R-1670-A RE:942.11 IE:935.56 NE IE:935.56 SE IE:935.56 W STR -25 CBMH NEENAH R-3067-V RE:942.07 IE:934.42 SW IE:934.42 E STR -40 CB NEENAH R-3067-V RE:942.02 IE:935.77 SW STR -26 CB NEENAH R-3067-V RE:942.01 IE:934.62 SE IE:934.62 NE STR -24 CB NEENAH R-3067-V RE:941.85 IE:934.50 NE STR -22 CBMH NEENAH R-3067-V RE:941.84 IE:934.97 N STR -13 CBMH NEENAH R-3067-V RE:941.84 IE:935.01 NE IE:935.01 SW STR -20 CBMH NEENAH R-3067-V RE:941.67 IE:935.74 NW STR -18 CBMH NEENAH R-3067-V RE:941.67 IE:935.75 SW STR -29 CBMH NEENAH R-3067-V RE:940.56 IE:935.69 E IE:935.69 NW STR -30 WYE IE:935.50 SE IE:935.50 NE IE:935.50 NW STR -8 CONNECT TO EXISTING STUB IE:933.50 S STR -33 WYE IE:934.16 S IE:934.16 E IE:934.16 N STR -37 ROOF DRAIN IE:934.36 W STR -34 WYE IE:933.84 S IE:933.84 E IE:933.84 N STR -38 ROOF DRAIN IE:934.05 W STR -39 CONNECT TO TRENCH DRAIN IE:933.78 W STR -35 WYE IE:933.48 S IE:933.48 E IE:933.48 N STR -36 CONNECT TO EXISTING STUB RE:934.54 IE:933.17 S 114 LF - 30" HDPE @ 0.50% 147 LF - 30" HDPE @ 0.50% 85 LF - 15" HDPE @ 0.50% 65 LF - 15" HDPE @ 0.50% 91 LF - 18" HDPE @ 0.50% 41 LF - 18" HDPE @ 0.50% 152 LF - 24" HDPE @ 0.50% 37 LF - 15" HDPE @ 0.50% 37 LF - 15" HDPE @ 0.50% 33 LF - 15" HDPE @ 0.50% 16 LF - 15" HDPE @ 0.50% 37 LF - 15" HDPE @ 0.50% 75 LF - 15" HDPE @ 0.50% 185 LF - 15" HDPE @ 0.50% 40 LF - 18" HDPE @ 0.50% 175 LF - 18" HDPE @ 0.50% 8 LF - 15" HDPE @ 0.50% 64 LF - 15" HDPE @ 0.50% 71 L F - 1 5 " H D P E @ 0 . 5 0 % 62 LF - 15" HDPE @ 0.50% 40 LF - 12" HDPE @ 0.50% 42 LF - 12" HDPE @ 0.50% 61 LF - 12" HDPE @ 0.50% 55 LF - 12" HDPE @ 0.50% 94 0 94 1 94 2 942 94 2 943 942 943 943 94 4 94 5 94 4 943 94 3 9 4 2 942 942 9 4 1 941 94 1 941 94 1 941 94 1 940 94 0 9 4 0 940 94 5 945 944 9 4 3 9 4 2 94 3 94 4 945 9 4 5 945 946 94 6 94 5 94 4 94 3 94 2 9 4 2 9 4 4 944 9 4 3 9 4 2 942 943 94 3 9 4 3 943 94 3 94 3 943 942 942 942 942 942 9 4 2 942 9 4 2 941 94 3 94 3 9 4 2 94 1 943 94 3 943 94 2 942 94 2 9 4 2 9 4 1 94 0 94 3 94 2 94 1 94 0 942 942 942 943 942 943 94 3 9 4 6 94 6 945 945 ME:943.26 ME:943.76 ME:945.65 ME:946.08 ME:946.30 ME:941.50 ME:940.30 ME:940.30 ME:939.90 ME:939.90 ME:940.00 ME:941.18 ME:942.33 944.50944.62 944.50 945.44 945.29 945.46 945.46 945.28 945.15 945.42 945.40 945.60 945.50 945.50 945.50 945.50 945.50 945.50 945.41 945.39 945.36 944.18 944.20 945.04 945.12 945.35 945.40 946.19 945.45 945.03 944.98 944.43 944.48 943.20 943.33 942.94 942.94 943.26 943.25 943.02 942.91 943.20943.20 943.12 943.44 943.50 943.50 943.50 943.50 943.20 943.20 942.79 943.04 943.29 943.19 943.50 943.50 943.50 943.50 943.40 943.12 942.30 942.23 942.04 942.61 942.32 942.35 943.46 943.45 943.40941.31 942.54 942.60 943.45 943.35 943.50 942.97 942.96 943.50 943.50 943.50 943.50 943.50943.50 942.23 942.56 941.93 942.25 942.72 G:944.71 G:945.00 G:945.54 G:945.55 G:945.00 G:944.89 G:945.32 G:944.41 G:943.96 G:945.50 G:944.17 G:942.98 G:944.61 G:945.06 G:944.40 G:944.26 G:944.06 T/G:945.06 T/G:945.34 T/G:945.41 T/G:945.47 T/G:945.42 T/G:945.13 T/G:945.06 T/G:945.27 T/G:945.33 T/G:945.42 T/G:943.83T/G:944.47 T/G:943.30 T/G:942.54 T/G:942.92 T/G:942.90 T/G:942.64 T/G:942.62 T/G:942.86 T/G:942.66 T/G:942.35 T/G:942.59 T/G:941.22 T/G:941.93 T/G:942.04 T/G:944.07 T/G:944.85 942.02 942.04 942.41 942.30 G:941.75 G:941.46 G:941.45 G:941.31 G:941.27 G:941.80 G:941.75 G:941.84 G:942.63 G:942.50 G:942.43 G:942.36 G:942.38 G:942.49 G:942.30 G:942.86 G:942.80 G:942.85 G:942.88 G:942.63 G:942.61 G:942.90 G:942.80 G:942.52 G:942.80 G:943.00 G:942.75 G:942.83 G:941.97 G:942.17 G:942.28 G:941.77 G:941.96 G:942.28 G:942.80 G:943.00 G:942.63 G:942.90G:942.90 G:942.90 G:942.90 G:942.90 G:942.14 G:942.80 G:942.48 G:940.63 G:942.86 G:942.98 G:942.50 G:941.97 G:941.80 G:941.62 G:942.05 G:941.81 G:941.81 G:942.07 G:942.49 G:942.06 G:942.06 G:942.27 G:942.58 G:942.60 G:942.61 G:942.62 G:942.39 G:942.38 G:942.37 G:942.34 G:943.12 G:942.70 G:942.51 G:941.90 G:942.02 G:942.47 G:942.43 G:942.74 G:942.27 G:942.72 942.40 942.37 942.34 942.32 941.99 941.86 942.57 942.55 942.55 942.55 942.65 942.63 942.61 942.60 T/G:943.73 PI L O T K N O B R D . EXISTING PRIVATE DR. EX I S T I N G P R I V A T E D R . BUILDING P FFE: 943.50 BUILDING O FFE: 943.50BUILDING I FFE: 943.50 BUILDING M FFE: 945.50 1 . 3 2 % 1. 9 2 % 1.63% 1.77% 1.98 % 1.1 6 % 1. 3 1 % 1 . 3 6 % 1.3 4 % 1 . 7 9 % 2. 6 8 % 1.0 0 % 1 . 7 4 % 1.2 0 % 1. 0 4 % 1.2 3 % 1.0 8 % 1. 8 5 % 1 . 0 2 % 1.13% 2 . 5 7 % 3.6 8 % 2.2 7 % 12.53% 13.39% 8.93% 12.73% 7.78 % 1 . 4 2 % 1.75% 2.09 % 1 . 9 3 % 0.87 % 1.77 % 3.0 1 % 3 . 2 5 % 3 . 2 2 % 3 . 1 0 % 2 . 8 1 % 1.65% 1.69% 1.50% 1. 2 8 % 3.9 1 % 3.0 8 % 3.72 % 1.88 % 3.0 8 % 3.59% 3.9 9 % 3.43% 1. 2 0 % 943.18 943.19 T/G:942.78 Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ H J D e v e l o p m e n t \ O r c h a r d P l a c e \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 5 - G R A D I N G P L A N . d w g D e c e m b e r 0 9 , 2 0 2 0 - 1 : 4 8 p m © BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E P A R E D F O R GR A D I N G P L A N C200 OR C H A R D P L A C E 2 N D AD D I T I O N L O T S 3 A N D 4 HJ D E V E L O P M E N T , LL P AP P L E V A L L E Y MI N N E S O T A DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . WI L L I A M D . M A T Z E K , P . E . 12 / 0 9 / 2 0 2 0 45 7 9 0 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 9 7 5 0 0 1 12 / 0 9 / 2 0 2 0 AS S H O W N AC L AC L WD M NORTH 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-3034 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 CO CO CO CO CO INSET 2" WATER SERVICE LINE GAS SERVICE LINE BEND 2" WATER SERVICE POWER SERVICE TELECOM SERVICE LINE POWER SERVICE LINE 1.25" IRRIGATION WATER METER. IRRIGATION PLANS BY OTHERS CONNECT POWER IN ROW. CONTRACTOR TO COORDINATE AND VERIFY WITH FRANCHISE UTILITY COMPANIES ON EXACT LOCATION. CONNECT TELECOM & GAS IN ROW. CONTRACTOR TO COORDINATE AND VERIFY WITH FRANCHISE UTILITY COMPANIES ON EXACT LOCATION.GAS SERVICE TELECOM SERVICE TRANSFORMER PAD CONNECT 2" WATER SERVICE AND 1.35" IRRIGATION SERVICE TO EXISTING STUB 81 LF - 6" PVC @ 2.00% SS-17 MH DROP STRUCTURE RE:945.02 IE:933.37 N IE:922.87 W 22 LF - 6" PVC @ 2.00% SS-18 CONNECT TO EXISTING STUB IE:922.43 E 2" WATER SERVICE GAS SERVICE TELECOM SERVICE TRANSFORMER PAD 2" WATER SERVICE LINE GAS SERVICE LINE TELECOM SERVICE LINE POWER SERVICE LINE CONNECT 2" WATER SERVICE TO EXISTING STUB SS-3 BLDG SERVICE IE:933.00 SE 121 LF - 4" PVC @ 5.21% SS-4 CONNECT TO EXISTING STUB IE:926.70 NW CONNECT 2" WATER SERVICE TO EXISTING WATERMAIN POWER SERVICE GAS SERVICE TELECOM SERVICE TRANSFORMER PAD 2" WATER SERVICE CONNECT POWER/GAS/TELECOM IN ROW. CONTRACTOR TO COORDINATE AND VERIFY WITH FRANCHISE UTILITY COMPANIES ON EXACT LOCATION. CONNECT POWER/GAS/TELECOM IN ROW. CONTRACTOR TO COORDINATE AND VERIFY WITH FRANCHISE UTILITY COMPANIES ON EXACT LOCATION. SS-1 BLDG SERVICE IE:933.00 S 137 LF - 4" PVC @ 4.54% SS-2 CONNECT TO EXISTING STUB IE:926.76 N 2" WATER SERVICE LINE BEND TRANSFORMER PAD CONNECT POWER IN ROW. CONTRACTOR TO COORDINATE AND VERIFY WITH FRANCHISE UTILITY COMPANIES ON EXACT LOCATION. CONNECT GAS/TELECOM IN ROW. CONTRACTOR TO COORDINATE AND VERIFY WITH FRANCHISE UTILITY COMPANIES ON EXACT LOCATION. SS-5 BLDG SERVICE IE:933.00 S 127 LF - 4" PVC @ 2.00% 32 LF - 4" PVC @ 2.00% SS-8 CONNECT TO GREASE TRAP IE:929.76 SE SS-9 CONNECT TO GREASE TRAP IE:929.43 NW 17 LF - 4" PVC @ 22.79% SS-10 CONNECT TO EXISTING STUB IE:925.52 SS-11 BLDG SERVICE IE:933.00 W 54 LF - 4" PVC @ 14.00% SS-12 WYE IE:925.37 E IE: 925.37 NW POWER SERVICE GAS SERVICE TELECOM SERVICE 2" WATER SERVICE GREASE TRAP DESIGN BY OTHERS CONNECT 2" WATER SERVICE TO EXISTING WATERMAIN CO CO CO CO CO SS-16 WYE IE:935.00 N IE:935.19 NE IE:935.00 S 7 LF - 6" PVC @ 2.00% SS-49 WYE IE:935.33 NE IE:935.33 N IE:935.33 SW 6 LF - 6" PVC @ 2.00% SS-48 CONNECT TO GREASE TRAP IE:935.45 S 15 LF - 6" PVC @ 2.00% SS-47 CLEANOUT IE:935.64 E IE:935.64 SW 6 LF - 4" PVC @ 2.00% SS-46 CLEANOUT IE:935.75 E IE:935.75 W 3 LF - 4" PVC @ 2.00% SS-45 BLDG SERVICE IE:935.81 W 86 LF - 6" PVC @ 2.00% SS-40 CONNECT TO GREASE TRAP IE:935.78 N 4 LF - 6" PVC @ 2.00% SS-39 WYE IE:935.85 N IE:935.85 E IE:935.85 S 17 LF - 4" PVC @ 2.00% SS-43 CLEANOUT IE:936.19 E IE:936.19 W 3 LF - 4" PVC @ 2.00% SS-42 BLDG SERVICE IE:936.24 W 40 LF - 6" PVC @ 2.00% 10 LF - 6" PVC @ 2.00% SS-38 WYE IE:936.64 N IE:936.64 E IE:936.64 S 3 LF - 6" PVC @ 8.75% SS-41 CONNECT TO GREASE TRAP IE:936.89 W SS-37 CLEANOUT IE:936.85 E IE:936.85 S 2 LF - 6" PVC @ 2.00% SS-36 CONNECT TO GREASE TRAP IE:936.89 W SS-29 CONNECT TO GREASE TRAP IE:937.22 N 5 LF - 4" PVC @ 0.00% SS-28 CONNECT TO GREASE TRAP IE:937.22 S SS-24 CONNECT TO GREASE TRAP IE:937.22 N 5 LF - 4" PVC @ 0.00% SS-23 CONNECT TO GREASE TRAP IE:937.22 S SS-15 CLEANOUT IE:936.73 E IE:936.73 S 34 LF - 6" PVC @ 2.00% 5 LF - 6" PVC @ 2.00% SS-13 BLDG SERVICE IE:937.50 N SS-35 CONNECT TO GREASE TRAP IE:937.22 E 12 LF - 4" PVC @ 2.00% SS-34 BLDG SERVICE IE:937.45 W SS-33 CONNECT TO GREASE TRAP IE:937.22 E 12 LF - 4" PVC @ 2.00% SS-32 BLDG SERVICE IE:937.45 W SS-31 CONNECT TO GREASE TRAP IE:937.22 E 12 LF - 4" PVC @ 2.00% SS-30 BLDG SERVICE IE:937.45 W SS-26 CONNECT TO GREASE TRAP IE:937.22 E 12 LF - 4" PVC @ 2.00% SS-25 BLDG SERVICE IE:937.45 W SS-22 CONNECT TO GREASE TRAP IE:937.22 E SS-20 CONNECT TO GREASE TRAP IE:937.22 E 10 LF - 4" PVC @ 2.00% 10 LF - 4" PVC @ 2.00% SS-21 BLDG SERVICE IE:937.41 W SS-19 BLDG SERVICE IE:937.41 W POWER SERVICE GREASE TRAP (BY OTHERS) GREASE TRAP (BY OTHERS) GREASE TRAP (BY OTHERS) GREASE TRAP (BY OTHERS) Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ H J D e v e l o p m e n t \ O r c h a r d P l a c e \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ C 6 - U T I L I T Y P L A N . d w g D e c e m b e r 0 9 , 2 0 2 0 - 1 : 4 8 p m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N PR E P A R E D F O R UT I L I T Y P L A N C300 OR C H A R D P L A C E 2 N D AD D I T I O N L O T S 3 A N D 4 HJ D E V E L O P M E N T , LL P AP P L E V A L L E Y MI N N E S O T A DA T E : I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N O R R E P O R T W A S P R E P A R E D B Y ME O R U N D E R M Y D I R E C T S U P E R V I S I O N A N D TH A T I A M A D U L Y L I C E N S E D P R O F E S S I O N A L EN G I N E E R U N D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . MN LI C . N O . WI L L I A M D . M A T Z E K , P . E . 12 / 0 9 / 2 0 2 0 45 7 9 0 DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 9 7 5 0 0 1 12 / 0 9 / 2 0 2 0 AS S H O W N AC L AC L WD M UTILITY 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-3034 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 INSET SCALE: 1"=10' 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.) SEED/ SOD EDGE (TYP.) D D D D D D D D D D D D 5 - WHP 3 - SSC 1 - NPO 2 - GSL 5 - KFG 5 - GOJ 4 - KFG 2 - GSL 6 - KFG 4 - GOJ 7 - KFG 14 - WLC 1 - SSC 5 - ANH 14 - SDO 2 - GSL 5 - KFG 5 - GOJ 4 - KFG 2 - GSL 6 - KFG 4 - GOJ 7 - KFG 2 - GSL 6 - KFG 4 - GOJ 7 - KFG 2 - NPO 2 - NPO 8 - DBH 10 - AWS 12 - DBH 10 - AWS 2 - PRC 3 - ANH 18 - SDO 18 - SDO 3 - ANH 3 - GOJ 5 - PDS 5 - TCA 1 - PRC 4 - TCA 22 - WLC 29 - BES 2 - GSL 6 - KFG 4 - GOJ 11 - KFG 1 - PRC 4 - GOJ 11 - KFG 6 - GOJ 1 - PRC 1 - PRC 17 - PDS 8 - GOJ 3 - ERC 8 - TCA 6 - CAV 3 - RVB 5 - KFG 4 - WLC 5 - KFG 6 - CAV 5 - SGJ 3 - RVB 5 - KFG 4 - WLC 5 - KFG 6 - CAV 5 - SGJ 3 - RVB 5 - KFG 4 - WLC 5 - KFG 1 - NPO 9 - AWS 2 - PRC 38 - PDS 3 - SGJ 3 - GOJ 15 - SDO 17 - WLC 1 - SSC 60 - WLC 3 - WHP 15 - KFG 6 - TAU 2 - NPO 15 - KFG 3 - WHP 15 - KFG 2 - NPO 6 - TAU 3 - CAV 30 - BES 30 - BES 3 - CAV 2 - NPO 6 - TAU 15 - KFG 3 - WHP 7 - GOJ 8 - KFG 2 - PRC 7 - SDO 10 - SDO 6 - DBH 6 - DBH 3 - SSC 5 - ANH 4 - SGJ 7 - WLC 9 - PWW 11 - KFG 10 - PWW 5 - ANH 5 - SGJ 8 - WLC 2 - SSC 13 - WLC 3 - ANH 3 - SGJ 3 - ANH 3 - ERC 6 - RVB 12 - KFG 12 - KFG 12 - KFG 12 - KFG 12 - KFG 3 - SSC 2 - PRC 19 - SDO 17 - KFG 11 - DBH 12 - GOJ 3 - NPO A A A A A A A 1 - NPO 11 - WLC 8 - GOJ47 - BES 22 - PDS 18 - WLC 5 - DBH 3 - CAV 5 - DBH 5 - DBH 3 - CAV 5 - DBH 11 - KFG 11 - KFG 11 - KFG 11 - KFG D 11 - KFG 11 - KFG 11 - KFG ON E WA Y NO PA R K I N G STOP STOP STOP ST O P STOP A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) SOD (TYP.) MAINTENANCE STRIP (TYP.) ANNUALS BY OWNER (TYP.) A B C D E F CONIFEROUS TREE CODE BOTANICAL NAME COMMON NAME ERC JUNIPERUS VIRGINIANA EASTERN RED CEDAR WHP PINUS STROBUS WHITE PINE ORNAMENTAL TREE CODE BOTANICAL NAME COMMON NAME PRC MALUS IOENSIS `PRAIRIE ROSE`PRAIRIE ROSE CRABAPPLE RVB BETULA NIGRA RIVER BIRCH MULTI-TRUNK SSC MALUS X `SPRING SNOW`SPRING SNOW CRAB APPLE OVERSTORY TREE CODE BOTANICAL NAME COMMON NAME GSL TILIA CORDATA `GREENSPIRE`GREENSPIRE LITTLELEAF LINDEN NPO QUERCUS ELLIPSOIDALIS NORTHERN PIN OAK CONIFEROUS SHRUBS CODE BOTANICAL NAME COMMON NAME GOJ JUNIPERUS VIRGINIANA `GREY OWL`GREY OWL JUNIPER SGJ JUNIPERUS CHINENSIS `SEA GREEN`SEA GREEN JUNIPER TAU TAXUS X MEDIA `TAUNTONII`TAUTON YEW TCA THUJA OCCIDENTALIS `TECHNY`TECHNY ARBORVITAE DECIDUOUS SHRUBS CODE BOTANICAL NAME COMMON NAME ANH HYDRANGEA ARBORESCENS `ANNABELLE`ANNABELLE HYDRANGEA AWS SPIRAEA X BUMALDA `ANTHONY WATERER`ANTHONY WATERER SPIRAEA CAV VIBURNUM TRILOBUM `BAILEY COMPACT`COMPACT AMERICAN VIBURNUM DBH DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE PERENNIALS CODE BOTANICAL NAME COMMON NAME BES RUDBECKIA FULGIDA `GOLDSTURM`BLACK-EYED SUSAN KFG CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`KARL FOERSTER FEATHER REED GRASS PDS SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED PWW ECHINACEA X `POW WOW WILDBERRY`POW WOW WILDBERRY CONEFLOWER SDO HEMEROCALLIS X `STELLA DE ORO`STELLA DE ORO DAYLILY WLC NEPETA X FAASSENII `WALKERS LOW`WALKERS LOW CATMINT PLANT SCHEDULE Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ H J D e v e l o p m e n t \ O r c h a r d P l a c e \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ L 1 - L A N D S C A P E P L A N . d w g D e c e m b e r 0 9 , 2 0 2 0 - 1 : 4 9 p m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 9 7 5 0 0 1 12 / 0 9 / 2 0 2 0 AS S H O W N JT B JT B MG C PR E P A R E D F O R LA N D S C A P E P L A N L100 OR C H A R D P L A C E 2 N D AD D I T I O N L O T S 3 A N D 4 HJ D E V E L O P M E N T , L L P AP P L E V A L L E Y MI N N E S O T A LANDSACPE YARD REQUIRED (PILOT KNOB RD.)15' LANDSCAPE YARD PROVIDED:15' MINIMUM LANDSCAPE ISLANDS REQUIRED:1,435 S.F. (2.00%) = 71,740 S.F. * 0.02) LANDSCAPE ISLANDS PROVIDED:5,901 S.F. (8.22%) ISLAND TREE PLANTINGS REQUIRED:10 - 2.5" CAL. TREES = (1,435 S.F. OF ISLAND AREA/150 S.F. ISLAND TREE PLANTINGS PROVIDED:23 - 2.5" CAL. TREES LANDSCAPE SUMMARY CONIFEROUS TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE ERC 6 JUNIPERUS VIRGINIANA EASTERN RED CEDAR B & B 8` -10` HT WHP 14 PINUS STROBUS WHITE PINE B & B 8-10` HT. ORNAMENTAL TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE PRC 12 MALUS IOENSIS `PRAIRIE ROSE`PRAIRIE ROSE CRABAPPLE B & B 3" CAL. RVB 15 BETULA NIGRA RIVER BIRCH MULTI-TRUNK B & B 3" CAL. SSC 13 MALUS X `SPRING SNOW`SPRING SNOW CRAB APPLE B & B 3" CAL. OVERSTORY TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE GSL 12 TILIA CORDATA `GREENSPIRE`GREENSPIRE LITTLELEAF LINDEN B & B 3" CAL. NPO 16 QUERCUS ELLIPSOIDALIS NORTHERN PIN OAK B & B 3" CAL. CONIFEROUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE GOJ 77 JUNIPERUS VIRGINIANA `GREY OWL`GREY OWL JUNIPER #5 CONT.4` O.C. SGJ 25 JUNIPERUS CHINENSIS `SEA GREEN`SEA GREEN JUNIPER #5 CONT.5` O.C. TAU 18 TAXUS X MEDIA `TAUNTONII`TAUTON YEW #5 CONT.5` O.C. TCA 17 THUJA OCCIDENTALIS `TECHNY`TECHNY ARBORVITAE #5 CONT.5` O.C. DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE ANH 27 HYDRANGEA ARBORESCENS `ANNABELLE`ANNABELLE HYDRANGEA #5 CONT.4` O.C. AWS 29 SPIRAEA X BUMALDA `ANTHONY WATERER`ANTHONY WATERER SPIRAEA #5 CONT.4` O.C. CAV 30 VIBURNUM TRILOBUM `BAILEY COMPACT`COMPACT AMERICAN VIBURNUM #5 CONT. DBH 63 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE #5 CONT.3` O.C. PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME SPACING BES 136 RUDBECKIA FULGIDA `GOLDSTURM`BLACK-EYED SUSAN 18" o.c. KFG 315 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`KARL FOERSTER FEATHER REED GRASS 30" o.c. PDS 82 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED 24" o.c. PWW 19 ECHINACEA X `POW WOW WILDBERRY`POW WOW WILDBERRY CONEFLOWER 24" o.c. SDO 101 HEMEROCALLIS X `STELLA DE ORO`STELLA DE ORO DAYLILY 18" o.c. WLC 182 NEPETA X FAASSENII `WALKERS LOW`WALKERS LOW CATMINT 30" o.c. PLANT SCHEDULE Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ H J D e v e l o p m e n t \ O r c h a r d P l a c e \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ L 1 - L A N D S C A P E D E T A I L S . d w g D e c e m b e r 0 9 , 2 0 2 0 - 1 : 4 9 p m BY RE V I S I O N S No . DA T E PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N Th i s d o c u m e n t , t o g e t h e r w i t h t h e c o n c e p t s a n d d e s i g n s p r e s e n t e d h e r e i n , a s a n i n s t r u m e n t o f s e r v i c e , i s i n t e n d e d o n l y f o r t h e s p e c i f i c p u r p o s e a n d c l i e n t f o r w h i c h i t w a s p r e p a r e d . R e u s e o f a n d i m p r o p e r r e l i a n c e o n t h i s d o c u m e n t w i t h o u t w r i t t e n a u t h o r i z a t i o n a n d a d a p t a t i o n b y K i m l e y - H o r n a n d A s s o c i a t e s , I n c . s h a l l b e w i t h o u t l i a b i l i t y t o K i m l e y - H o r n a n d A s s o c i a t e s , I n c . SHEET NUMBER 20 1 8 K I M L E Y - H O R N A N D A S S O C I A T E S , I N C . 76 7 E U S T I S S T R E E T , S U I T E 1 0 0 , S T . P A U L , M N 5 5 1 1 4 PH O N E : 6 5 1 - 6 4 5 - 4 1 9 7 WW W . K I M L E Y - H O R N . C O M K: \ T W C _ L D E V \ H J D e v e l o p m e n t \ O r c h a r d P l a c e \ 3 D e s i g n \ C A D \ P l a n S h e e t s \ L 1 - L A N D S C A P E D E T A I L S . d w g D e c e m b e r 0 9 , 2 0 2 0 - 1 : 4 9 p m BY RE V I S I O N S No . DA T E 6 AD A P A R K I N G C O N F I G U R A T I O N 05 / 0 4 / 2 0 BM W 7 RF I # 2 06 / 3 0 / 2 0 2 0 BM W 8 EX I S T I N G U T I L I T Y M O D I F I C A T I O N S 07 / 2 7 / 2 0 2 0 BM W 9 RF I # 1 1 08 / 3 1 / 2 0 2 0 BM W 10 GR A D I N G R E V I S I O N S 10 / 0 1 / 2 0 2 0 BM W 11 RF I # 1 6 10 / 0 8 / 2 0 2 0 BM W 12 RF I # 1 9 12 / 0 9 / 2 0 2 0 BM W PR E P A R E D F O R LA N D S C A P E DE T A I L S L101 OR C H A R D P L A C E 2 N D AD D I T I O N L O T S 3 A N D 4 HJ DE V E L O P M E N T , LL P AP P L E V A L L E Y MI N N E S O T A DA T E CH E C K E D B Y SC A L E DE S I G N E D B Y DR A W N B Y KH A P R O J E C T 16 0 9 7 5 0 0 1 11 / 0 4 / 2 0 2 0 AS S H O W N SJ B SJ B MG C DOUBLE 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.L1013 MULCH 3/16" X 4" STEEL EDGER 12" STEEL EDGER SPIKE TURF/SOD SUBGRADE 12" STEEL EDGER SPIKE 3/16" X 4" STEEL EDGER 4' MULCH TURF/SOD TOP OF EDGER TO BE FLUSH WITH SOD PLANSECTION STEEL EDGER DETAIL SCALE: N.T.S.L1012 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 WASHED RIVER ROCK, 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 STEEL EDGING, 3 16" THICK BY 4" TALL AND SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER. 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, OR SHRUB 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. 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. 25.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 REACHES 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 FINISHED FLOOR 100' - 0" T.O. PARAPET 119' - 4" B.O. EXT. SOFFIT 111' - 0" TRUSS BEARING 111' - 10" PREFINISHED METAL COPING TO MATCH ADJACENT EIFS EIFS SYSTEM, COLOR MATCH TO PPG 'FOG' EIFS SYSTEM, COLOR MATCH TO PPG 'KNIGHTS ARMOR' HOLLOW METAL SERVICE DOOR FRAME WITH TRANSOM. PAINT DOOR AND DOOR FRAME 'KNIGHT'S ARMOR' DOOR BELL EXTERIOR ROOF LADDER WITH LOCKING GATE PAINTED 'KNIGHT'S ARMOR' PREFINISHED METAL COPING TO MATCH ADJACENT EIFS PAINT ANY ALLOWABLE UTILITY BOXES AND LINES 'KNIGHT'S ARMOR' TO MATCH EIFS FROSTED GLAZING REMOTE CO2 FILLER, MOUNT BETWEEN 36" AND 48" ABOVE GRADE VERIFY LOCATION WITH CHIPOTLE CM SECURITY CAMERA, SEE A201 FINISHED FLOOR 100' - 0" T.O. PARAPET 119' - 4" T.O. STOREFRONT 110' - 0" B.O. EXT. SOFFIT 111' - 0" TRUSS BEARING 111' - 10" EIFS SYSTEM, COLOR MATCH TO PPG 'FOG' CHARCOAL ALUMINUM STOREFRONT ENTRY DOORS, WOOD HANDLES BY TENANT MILLWORK SUPPLIER PREFINISHED BRAKE METAL FINISH TO MATCH STOREFRONT NOTE:SIGNAGE IS SHOWN ONLY FOR PLACEMENT AND SCALE. ALL SIGNAGE FOR REVIEW UNDER SEPARATE PERMIT, NOT PART OF THIS PERMIT SET. BH-3 SIGN COORDINATE BLOCKING FOR SIGN W/ SIGN VENDOR EIFS CONTROL JOINT BRAKE METAL SEAM LOCATION, TYP. PREFINISHED METAL COPING TO MATCH ADJACENT EIFS PREFINISHED METAL COPING, TO COLOR MATCH METAL PANELS METAL PANELS BEYOND PREFINISHED METAL CANOPY TO COLOR MATCH STOREFRONT T.O. TOWER PARAPET 120' - 8" XXXX 6" VINYL ADDRESS LETTERS, LOCATION AND COLOR TO BE SPECIFIED BY THE FIRE MARSHAL CHARCOAL ALUMNIUM STOREFRONT SYSTEM, TYP. EQ1 EQ1 EQ 2 EQ 2 FINISHED FLOOR 100' - 0" T.O. PARAPET 119' - 4" T.O. STOREFRONT 110' - 0" B.O. EXT. SOFFIT 111' - 0" TRUSS BEARING 111' - 10" PREFINISHED BRAKE METAL TO COLOR MATCH STOREFRONT NOTE:SIGNAGE IS SHOWN ONLY FOR PLACEMENT AND SCALE. ALL SIGNAGE FOR REVIEW UNDER SEPARATE PERMIT, NOT PART OF THIS PERMIT SET. BH-3 SIGN COORDINATE BLOCKING FOR SIGN W/ SIGN VENDOR CHARCOAL ALUMINUM STOREFRONT SYSTEM, TYP. PREFINISHED METAL COPING TO MATCH ADJACENT EIFS EIFS SYSTEM, COLOR MATCH TO PPG 'FOG' EIFS SYSTEM, COLOR MATCH TO PPG 'KNIGHTS ARMOR' CONCRETE CURB, REFER TO STRUCTURAL DRAWINGS EIFS CONTROL JOINT, TYP. BRAKE METAL SEAM LOCATION, TYP. PREFINISHED METAL CANOPY TO COLOR MATCH STOREFRONT EQ 1 EQ 1 EQ2 EQ2 FINISHED FLOOR 100' - 0" T.O. PARAPET 119' - 4" T.O. STOREFRONT 110' - 0" B.O. EXT. SOFFIT 111' - 0" TRUSS BEARING 111' - 10" PREFINISHED METAL COPING TO MATCH ADJACENT EIFS EIFS SYSTEM, COLOR MATCH TO PPG 'FOG' EIFS SYSTEM, COLOR MATCH TO PPG 'KNIGHTS ARMOR' CONCRETE CURB, REFER TO STRUCTURAL DRAWINGS PREFINISHED CHARCOAL ALUMINUM STOREFRONT SYSTEM PREFINISHED BRAKE METAL FINISH TO MATCH STOREFRONT PREFINISHED ALUMINUM TUBES, TO COLOR MATCH STOREFRONT EIFS CONTROL JOINT BRAKE METAL SEAM LOCATION, TYP. PREFINISHED METAL CANOPY TO COLOR MATCH STOREFRONT, TYP. OF TWO (2), FIELD VERIFY DIMENSIONS WITH INSTALLED STEEL DIMENSIONSMBCI METAL PANELS, PAINT TO MATCH STOREFRONT T.O. TOWER PARAPET 120' - 8" PREFINISHED METAL COPING TO COLOR MATCH METAL PANELS EIFS SYSTEM BEHIND TUBES, COLOR MATCH TO PPG 'AUTUMN RIDGE' SECURITY CAMERA, SEE A201 DARK BRONZE ALUMINUM PASS- THRU WINDOW WITH INTEGRATED INTERIOR AIR CURTAIN, REFER TO ELECTRICAL DRAWINGS CHARCOAL ALUMNIUM STOREFRONT SYSTEM T.O. WINDOW 107' - 11 1/2" B.O. WINDOW 103' - 0" OVERFLOW WITH COVER, TYP. OF (2), REFER TO PLUMBING DRAWINGS 1/4" = 1'-0"A301 EXTERIOR ELEVATION2 1/4" = 1'-0"A301 EXTERIOR ELEVATION3 1/4" = 1'-0"A301 EXTERIOR ELEVATION4 1/4" = 1'-0"A301 EXTERIOR ELEVATION1 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 :May 19, 2021 S E C T I O N:L and Use / A ction I tems Description: My S alon S uite (O utlot B , T he L egacy of A pple Valley Third A ddition) - P C 21-10-B F S taff Contact: K athy Bodmer, A I C P, P lanner D epartment / Division: C ommunity D evelopment Department Applicant: Northland MS S AV, L L C and Galaxie P artners Outlot B L L C P roject Number: P C21-10-B F Applicant Date: 4/8/2021 60 Days: 6/7/2021 120 Days: 8/6/2021 AC T I O N RE Q UE S T E D: Recommend approval of the Site Plan/Building Permit for a 9,600 sq. ft. 2-story My Salon Suite building with the following conditions: 1. Issuance of the building permit is subject to recording of the final plat for O utlot B and execution of development agreement and associated documents if required. 2. T he Developer shall execute a private storm water management installation and maintenance agreement for the private storm water management basin. 3. Park Dedication shall be paid prior to release of the building permit in the amount of $2,318, in accordance with T he Legacy of Apple Valley T hird Addition Development Agreement executed with the City on J anuary 14, 2004. 4. A financial guarantee in the form of cash or letter of credit in the amount of $31,333 shall be paid to the C ity prior to issuance of the building permit in accordance with T he Legacy of A pple Valley T hird Addition Development Agreement to ensure installation of all of the required developer-installed items. 5. Developer shall provide a nursery bid list at the time of application of the building permit that confirms that the value of the landscape material meets or exceeds 2.5% of the value of the construction of the building based on Means C onstruction Data. S UM M ARY: Northland MSS AV, LLC, the petitioner, and Galaxie Partners Outlot B LLC , submitted an application for Site Plan Review/Building Permit Authorization for a 2-story My Salon Suite building on the southeast corner of 153rd Street and Galante Lane, east of T he Shops on Galaxie. Outlot B is 0.41 acres, and the last parcel to be developed in T he Legacy of A pple Valley development area on the southeast corner of Galaxie Ave and 153rd Street. T he Legacy of Apple Valley T hird Addition was a master planned development that included the Shops on Galaxie, the RE/MA X office building and the former Enjoy! restaurant, now Tavern G rill. T he lots abut a large shared 275-space parking lot that is owned by an association of owners representatives of the abutting businesses. T he subject lot was expected to be developed as either a restaurant or a two-story office building. Forty-four parking spaces were expected to be needed by the site; 24 parking spaces are currently needed based on the size of the building. Access to the site will be via a shared entrance and exit connected to the shared parking lot. T he six parking spaces that abut the lot today will be removed, replaced and eight parking spaces added, for a total of 14 shared spaces available for the shopping center. T he front entrance to the building is on the west side of the site and an outdoor patio is shown on the east side of the site that takes advantage of the view of the Kelley Park South pond. My Salon Suite is a concept where individual suites are leased out to stylists, barbers, aestheticians, and others service providers who work as individual and independent business owners. Forty-eight total suites are proposed with 23 suites on the main floor and 25 suites on the second floor. Utilities are accessible and available to the site. Storm water management requirements have become more protective over time; on-site infiltration is provided with an infiltration basin north of the building. T he petitioner's engineer will work with the C ity Engineer to ensure City Storm Water management plan requirements are met. T he value of the landscape material in the landscaping plan must meet or exceed 2.5% of the value of the construction of the building based on Means C onstruction Data. Landscape material includes planting material and irrigation, but does not include turf, edging, rock or mulch. T he landscape plans appear to not meet the City's requirement. T he primary exterior building material must be primarily masonry, brick or cultured stone. T he exterior building material proposed is shown to be a brick dry-vit product; EIFS may be used as a decorative element, but may not be a primary exterior building material. Staff will review at the time of building permit application that the exterior materials meet the requirements of the P D zoning district. B AC K G RO UND : Outlot B, T he Legacy of Apple Valley T hird Addition, was created in 2004 as part of T he Legacy Village development within the Central Village. T he 0.41-acre lot is the last lot to be developed in this area. T he PD zoning district requires a minimum 2-story, multiple-tenant building. A salon suite building would meet this zoning requirement. B UD G E T I M PAC T: N/A AT TAC HM E NT S: L ocation Map Background Material Z oning Map Plan S et Plan S et Memo Memo SITE 153RD ST W GALAXIE AVE FOLIAGE AVE 152ND ST W FOUNDERS LN FORTINO ST GABELLA ST GALANTE LN 1 5 4 T H S T W FLIGHT WAY FROS T PAT H FLO W E R W AY FLORIST CIR FONTANA TRL FLY BO AT L N FRESCO TER F O G H O R N L N GALAXIE AVE FRESCO TER MY SALONSUITEµAERIALLOCATION MAP ^ PROJECT REVIEW MY SALON SUITE Existing Conditions Property Location: Southeast corner 153rd Street and Galante Lane Legal Description: Outlot B, THE LEGACY OF APPLE VALLEY THIRD ADDITION Comprehensive Plan Designation C-Commercial Zoning Classification PD-716, Zone 3 Existing Platting Lot platted as outlot; final platting required. Current Land Use Vacant. Size: 17,823 sq. ft. (0.41 acres) Topography: Flat Existing Vegetation Disturbed grasses, weeds and volunteer plantings. Other Significant Natural Features None. Adjacent Properties/Land Uses NORTH Nuvelo Apartments Comprehensive Plan SIHD – Suburban Intensive High Density Zoning/Land Use PD-739 SOUTH Tavern Grill Comprehensive Plan C-Commercial Zoning/Land Use PD-716 EAST Kelley Park South and The Seasons Comprehensive Plan Park and SIHD – Suburban Intensive High Density Zoning/Land Use PD-716 WEST The Shops on Galaxie Comprehensive Plan C-Commercial Zoning/Land Use PD-716 SITE RB RB GB 244 PD- M-8B PD-739 PD-541 PD-739 PD-254 PD-716 PD -716 PD-739 GALAXIE AVE FOLIAGE AVE 152ND ST W 153RD ST W 151ST ST W FOUNDERS LNGARRETT AVE FORTINO S T GABELLA ST GALANTE LN GARNET WAY FROST PATH GALLIVANT PL FL I G H T W A Y FLOWER WAY FONTANA TRL FLORIST CIR 155T H S T W 153RD ST W 151ST ST W GALAXIE AVE F L O R I S T C I R 4 1 2 1 2 1 14 2 4 4 4 1 3 2 23 4 3 6 µ MY SALONSUITE ZONING MAP ^ ci v i l s i t e g r o u p . c o m MY SALON SUITE 153RD STREET WEST, APPLE VALLEY, DAKOTA COUNTY, MINNESOTA 4324 W LAKE HARRIET PKWY. #2 MINNEAPOLIS, MN 55410 NORTHLAND REAL ESTATE GROUP. LLC PROJECT IS S U E / S U B M I T T A L S U M M A R Y DA T E DE S C R I P T I O N ............ PR O J E C T N U M B E R : 2 1 0 9 3 .......... 04 / 0 2 / 2 1 C I T Y S U B M I T T A L DR A W N B Y : RE V I E W E D B Y : BL J R B ..............CO P Y R I G H T C I V I L S I T E G R O U P I N C . c P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N 44 2 6 3 Ma t t h e w R . P a v e k LI C E N S E N O . DA T E I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N , O R R E P O R T W A S PR E P A R E D B Y M E O R U N D E R M Y D I R E C T SU P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R UN D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . 05 / 0 7 / 2 1 05 / 0 7 / 2 1 C I T Y R E S U B M I T T A L RE V I S I O N S U M M A R Y DA T E DE S C R I P T I O N C0 . 0 TI T L E S H E E T ............ MY S A L O N S U I T E AP P L E V A L L E Y , M I N N E S O T A SH E E T I N D E X SH E E T N U M B E R S H E E T T I T L E C0 . 0 T I T L E S H E E T N SI T E S U R V E Y V1 . 0 UT I L I T Y P L A N C4 . 0 IS S U E D F O R : C I T Y R E S U B M I T T A L DE V E L O P E R / P R O P E R T Y O W N E R : NO R T H L A N D R E A L E S T A T E G R O U P 43 2 4 W L A K E H A R R I E T P K W Y . # 2 MI N N E A P O L I S , M N 5 5 4 1 0 CO N T A C T : B R I A N F A R R E L L BR I A N @ N O R T H L A N D R E G R O U P . C O M EN G I N E E R / L A N D S C A P E A R C H I T E C T : CI V I L S I T E G R O U P 49 3 1 W 3 5 T H S T R E E T SU I T E 2 0 0 ST L O U I S P A R K , M N 5 5 4 1 6 CO N T A C T : P A T R I C K S A R V E R 61 2 - 6 1 5 - 0 0 6 0 SU R V E Y O R : GE O T E C H N I C A L E N G I N E E R : SW P P P - E X I S T I N G C O N D I T I O N S SW 1 . 0 GR A D I N G P L A N C3 . 0 C5 . 0 C5 . 1 L1 . 0 CI V I L D E T A I L S LA N D S C A P E P L A N SW P P P - P R O P O S E D C O N D I T I O N S SW 1 . 1 SW P P P - D E T A I L S SW 1 . 2 C2 . 0 S I T E P L A N SW P P P - N A R R A T I V E SW 1 . 3 CI V I L D E T A I L S C1 . 0 R E M O V A L S P L A N C5 . 2 C I V I L D E T A I L S Kn o w w h a t ' s R N. A . L1 . 1 LA N D S C A P E P L A N N O T E S & D E T A I L S AR C H I T E C T : LA M P E R T A R C H I T E C T S 42 0 S U M M I T A V E N U E ST . P A U L , M N 5 5 1 0 2 CO N T A C T : L A U R E L S C H M I D T 76 3 - 7 5 5 - 1 2 1 1 CI V I L S I T E G R O U P 49 3 1 W 3 5 T H S T R E E T SU I T E 2 0 0 ST L O U I S P A R K , M N 5 5 4 1 6 CO N T A C T : R O R Y S Y N S T E L I E N 61 2 - 6 1 5 - 0 0 6 0 SI T E L O C A T I O N M A P SI T E L O C A T I O N [11] Drainage & Utility Easement Doc. No. 2171550 8" Water Plug (Per Rec.) 6" WYE (Per Rec.)6" Sewer Plug (Per Rec.) 8" P V C ( P e r R e c . ) (P e r R e c . ) 8" D.I.P. W.M.(Per Rec.) RCP 24 " R C P 12" RCP 24" R C P 1 2 " R C P 24" RCP 2 7 " R C P 15 (A PU 27" RCP ( P e r R e c . ) 12" RCP ( P e r R e c . ) RE M O V A L S L E G E N D : ci v i l s i t e g r o u p . c o m MY SALON SUITE 153RD STREET WEST, APPLE VALLEY, DAKOTA COUNTY, MINNESOTA 4324 W LAKE HARRIET PKWY. #2 MINNEAPOLIS, MN 55410 NORTHLAND REAL ESTATE GROUP. LLC PROJECT IS S U E / S U B M I T T A L S U M M A R Y DA T E DE S C R I P T I O N ............ PR O J E C T N U M B E R : 2 1 0 9 3 .......... 04 / 0 2 / 2 1 C I T Y S U B M I T T A L DR A W N B Y : RE V I E W E D B Y : BL J R B ..............CO P Y R I G H T C I V I L S I T E G R O U P I N C . c P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N 44 2 6 3 Ma t t h e w R . P a v e k LI C E N S E N O . DA T E I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N , O R R E P O R T W A S PR E P A R E D B Y M E O R U N D E R M Y D I R E C T SU P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R UN D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . 05 / 0 7 / 2 1 05 / 0 7 / 2 1 C I T Y R E S U B M I T T A L N RE V I S I O N S U M M A R Y DA T E DE S C R I P T I O N C1 . 0 RE M O V A L S P L A N ............ Kn o w w h a t ' s R RE M O V A L N O T E S : CI T Y O F A P P L E V A L L E Y R E M O V A L N O T E S : S W 1 . 0 - S W 1 . 3 ER O S I O N C O N T R O L N O T E S : DL 1 TR E E P R O T E C T I O N N T S 25 ' DR I P L I N E W I D T H PO S T S A N D F E N C I N G EX T E N D F E N C E 2 5 ' BE Y O N D D R I P L I N E WH E R E P O S S I B L E TR E E P R O T E C T I O N S I G N , T Y P . TR E E D R I P L I N E , O R CO N S T R U C T I O N L I M I T S RCP 24 " R C P 12" RCP 24" R C P 1 2 " R C P 24" RCP 2 7 " R C P 1 (A Keystone Wall 27" RCP ( P e r R e c . ) 12" RCP ( P e r R e c . ) ci v i l s i t e g r o u p . c o m MY SALON SUITE 153RD STREET WEST, APPLE VALLEY, DAKOTA COUNTY, MINNESOTA 4324 W LAKE HARRIET PKWY. #2 MINNEAPOLIS, MN 55410 NORTHLAND REAL ESTATE GROUP. LLC PROJECT IS S U E / S U B M I T T A L S U M M A R Y DA T E DE S C R I P T I O N ............ PR O J E C T N U M B E R : 2 1 0 9 3 .......... 04 / 0 2 / 2 1 C I T Y S U B M I T T A L DR A W N B Y : RE V I E W E D B Y : BL J R B ..............CO P Y R I G H T C I V I L S I T E G R O U P I N C . c P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N 44 2 6 3 Ma t t h e w R . P a v e k LI C E N S E N O . DA T E I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N , O R R E P O R T W A S PR E P A R E D B Y M E O R U N D E R M Y D I R E C T SU P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R UN D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . 05 / 0 7 / 2 1 05 / 0 7 / 2 1 C I T Y R E S U B M I T T A L RE V I S I O N S U M M A R Y DA T E DE S C R I P T I O N C2 . 0 SI T E P L A N ............ SI T E A R E A T A B L E : SI T E L A Y O U T N O T E S : SI T E P L A N L E G E N D : CI T Y O F A P P L E V A L L E Y S I T E S P E C I F I C N O T E S : OP E R A T I O N A L N O T E S : N Kn o w w h a t ' s R S 1 4 ° 1 3 ' 2 9 " E 6 5 . 0 4 S60 ° 3 1 ' 2 7 " E 4 8 . 8 5 S29 ° 2 8 ' 3 3 " W 8 3 . 7 2 17.8 0 Δ =39° 1 4 ' 0 2 " R=2 6 . 0 0 N89°48'31"W 50.32 N0 0 ° 1 1 ' 2 9 " E 1 2 8 . 6 4 N 1 4 ° 1 3 ' 2 9 " W 5 3 . 2 8 74.96 Δ =8°17'27 " R=518.0 0 PID: 01-75890-00-020 Owner: City of Apple Valley Address: 15437 Founders L Apple Valley, MN 55124 [11] Drainage & Utility Easement Doc. No. 2171550 8" Water Plug (Per Rec.) 6" WYE (Per Rec.)6" Sewer Plug (Per Rec.) 8" P V C ( P e r R e c . ) (P e r R e c . ) 8" D.I.P. W.M.(Per Rec.) RCP 24 " R C P 12" RCP 24" R C P R C P 24" RCP 2 7 " R C P Concret e S i d e w a l k Con c r e t e S i d e w a l k Keystone Wall Metal Gr a t e Metal Grate Bituminous Parking Lot and Curb Covered by Snow (3/5/21) [A] Concrete Sidewalk Lot Crosses Property Line [A] Concrete Sidewalk Lot Crosses Property Line 27" RCP ( P e r R e c . ) 12" RCP ( P e r R e c . ) ci v i l s i t e g r o u p . c o m MY SALON SUITE 153RD STREET WEST, APPLE VALLEY, DAKOTA COUNTY, MINNESOTA 4324 W LAKE HARRIET PKWY. #2 MINNEAPOLIS, MN 55410 NORTHLAND REAL ESTATE GROUP. LLC PROJECT IS S U E / S U B M I T T A L S U M M A R Y DA T E DE S C R I P T I O N ............ PR O J E C T N U M B E R : 2 1 0 9 3 .......... 04 / 0 2 / 2 1 C I T Y S U B M I T T A L DR A W N B Y : RE V I E W E D B Y : BL J R B ..............CO P Y R I G H T C I V I L S I T E G R O U P I N C . c P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N 44 2 6 3 Ma t t h e w R . P a v e k LI C E N S E N O . DA T E I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N , O R R E P O R T W A S PR E P A R E D B Y M E O R U N D E R M Y D I R E C T SU P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R UN D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . 05 / 0 7 / 2 1 05 / 0 7 / 2 1 C I T Y R E S U B M I T T A L RE V I S I O N S U M M A R Y DA T E DE S C R I P T I O N C3 . 0 GR A D I N G P L A N ............ GE N E R A L G R A D I N G N O T E S : GR A D I N G P L A N L E G E N D : CI T Y O F A P P L E V A L L E Y G R A D I N G N O T E S : S W 1 . 0 - S W 1 . 3 ER O S I O N C O N T R O L N O T E S : EO F = 1 1 3 5 . 5 2 N Kn o w w h a t ' s R RCP 24 " R C P 12" RCP 24" R C P 2 " R C P 24" RCP 2 7 " R C P ( 27" RCP ( P e r R e c . ) 12" RCP ( P e r R e c . ) PR O P O S E D G A T E VA L V E A N D V A L V E B O X 8" C O M B I N E D D I P WA T E R S E R V I C E AN D V A L V E , S T U B TO W I T H I N 5 ' F R O M BU I L D I N G , C O O R D . W/ M E C H ' L ST U B S A N I T A R Y T O 5 ' FR O M B U I L D I N G IE @ S T U B = 9 3 2 . 7 4 CO O R D . W / M E C H ' L 12 L F 6 " P V C S D R 2 6 SA N I T A R Y S E R V I C E @ 2 . 0 0 % RE L O C A T E D HY D R A N T 24 L F 6 " D . I . P . CO N N E C T T O EX I S T I N G GA T E V A L V E OS 1 RI M = 9 4 4 . 0 0 IE = 9 4 0 . 0 0 50 L F 1 2 " H D P E ST O R M @ 1 . 0 0 % CO N N E C T T O E X ST R U C T U R E , P E R CI T Y S T A N D A R D S PR O P I E = 9 3 9 . 5 0 ci v i l s i t e g r o u p . c o m MY SALON SUITE 153RD STREET WEST, APPLE VALLEY, DAKOTA COUNTY, MINNESOTA 4324 W LAKE HARRIET PKWY. #2 MINNEAPOLIS, MN 55410 NORTHLAND REAL ESTATE GROUP. LLC PROJECT IS S U E / S U B M I T T A L S U M M A R Y DA T E DE S C R I P T I O N ............ PR O J E C T N U M B E R : 2 1 0 9 3 .......... 04 / 0 2 / 2 1 C I T Y S U B M I T T A L DR A W N B Y : RE V I E W E D B Y : BL J R B ..............CO P Y R I G H T C I V I L S I T E G R O U P I N C . c P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N 44 2 6 3 Ma t t h e w R . P a v e k LI C E N S E N O . DA T E I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N , O R R E P O R T W A S PR E P A R E D B Y M E O R U N D E R M Y D I R E C T SU P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D P R O F E S S I O N A L E N G I N E E R UN D E R T H E L A W S O F T H E S T A T E O F MI N N E S O T A . 05 / 0 7 / 2 1 05 / 0 7 / 2 1 C I T Y R E S U B M I T T A L RE V I S I O N S U M M A R Y DA T E DE S C R I P T I O N C4 . 0 UT I L I T Y P L A N ............ GE N E R A L U T I L I T Y N O T E S : UT I L I T Y L E G E N D : CI T Y O F A P P L E V A L L E Y U T I L I T Y N O T E S : N Kn o w w h a t ' s R [11] Drainage & Utility Easement Doc. No. 2171550 RCP 24 " R C P 12" RCP 24" R C P 2 " R C P 24" RCP 2 7 " R C P 1 ( Keystone Wall Bituminous Parking Lot and Curb Covered by Snow (3/5/21) 27" RCP ( P e r R e c . ) 12" RCP ( P e r R e c . ) 4 - R B 2 - R B 1 - A B 1 - A G 6 - D L 3 - C K 5 - C K 32 - H A 2 RE V I S I O N S U M M A R Y DA T E DE S C R I P T I O N L1 . 0 LA N D S C A P E P L A N ............ ci v i l s i t e g r o u p . c o m MY SALON SUITE 153RD STREET WEST, APPLE VALLEY, DAKOTA COUNTY, MINNESOTA 4324 W LAKE HARRIET PKWY. #2 MINNEAPOLIS, MN 55410 NORTHLAND REAL ESTATE GROUP. LLC PROJECT IS S U E / S U B M I T T A L S U M M A R Y DA T E DE S C R I P T I O N ............ PR O J E C T N U M B E R : 2 1 0 9 3 .......... 04 / 0 2 / 2 1 C I T Y S U B M I T T A L DR A W N B Y : RE V I E W E D B Y : BL J R B ..............CO P Y R I G H T C I V I L S I T E G R O U P I N C . c P R E L I M I N A R Y : N O T F O R C O N S T R U C T I O N 24 9 0 4 Pa t r i c k J . S a r v e r LI C E N S E N O . DA T E I H E R E B Y C E R T I F Y T H A T T H I S P L A N , SP E C I F I C A T I O N , O R R E P O R T W A S PR E P A R E D B Y M E O R U N D E R M Y D I R E C T SU P E R V I S I O N A N D T H A T I A M A D U L Y LI C E N S E D L A N D S C A P E A R C H I T E C T U N D E R TH E L A W S O F T H E S T A T E O F M I N N E S O T A . 05 / 0 7 / 2 1 05 / 0 7 / 2 1 C I T Y R E S U B M I T T A L LA N D S C A P E N O T E S : PR O P O S E D P E R E N N I A L P L A N T S Y M B O L S - S E E P L A N T SC H E D U L E A N D P L A N F O R S P E C I E S A N D P L A N T I N G S I Z E S PR O P O S E D D E C I D U O U S A N D E V E R G R E E N S H R U B S Y M B O L S - S E E PL A N T S C H E D U L E A N D P L A N F O R S P E C I E S A N D P L A N T I N G S I Z E S PR O P O S E D O R N A M E N T A L T R E E S Y M B O L S - S E E P L A N T SC H E D U L E A N D P L A N F O R S P E C I E S A N D P L A N T I N G S I Z E S PR O P O S E D E V E R G R E E N T R E E S Y M B O L S - S E E P L A N T SC H E D U L E A N D P L A N F O R S P E C I E S A N D P L A N T I N G S I Z E S PR O P O S E D C A N O P Y T R E E S Y M B O L S - S E E P L A N T S C H E D U L E AN D P L A N F O R S P E C I E S A N D P L A N T I N G S I Z E S ED G I N G DE C O R A T I V E B O U L D E R S ( R O U N D E D & B L O C K S T Y L E ) , 1 8 " - 3 0 " D I A . N Kn o w w h a t ' s R City of MEMO Building Inspections TO: Kathy Bodmer, Planning FROM: George Dorn, Building Official DATE: May 12, 2021 SUBJECT: My Salon 153rd St. W. & Galaxie Ave. • SAC determination is required from Met Council prior to permit issuance from the city. • Geotechnical report boring log and Special Inspector Agreement is required prior to permit and soil corrections on site. • Submit plans to Minnesota Department of Labor, Plumbing Division for review of proposed plumbing, water and sewer, and storm design. • Trash area is required per MSBC 2020 1303.1500 Subpart 1 requires recycling space in accordance with Table 1-A on plans issued for permit. Designate this on the site plan with calculations. • Separate sign permits are required. Structural drawings will be required for review. • Include roof top screening drawings with the plan submittal. • Separate permits and structural drawings are required for retaining walls. • Allowable area and building heights will be determined once the code analysis has been completed. • The plans depict areas on the north and southwest side within 10 feet of the property line. The Building Code may require fire rated walls and opening protection based on fire separation distance. This item should be brought up to the Architect and building owner to address prior to moving forward with the project scope as depicted. These areas may cause additional costs with regards to the construction. The distance to the property lines with relation to the building were not addressed in the email from Jim LaValle dated 5/7/2021. Just an fyi he states plans have been updated in response to staff comments. These will need to be addressed at the building permit submittal if not sooner. • Buildings constructed close to the property lines also affect the allowable building calculations. That should also be discussed with the Architect prior to moving forward with the project scope as depicted. • Platting of the property lines must be completed prior to permit issuance. • 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. • Occupant loads for calculating occupancy and plumbing fixture counts shall be in accordance with the 2020 MSBC Section 2901 for plumbing fixtures and 1004 for occupant load. This will need to be calculated with the tenant finish permit. CITY OF MEMO Public Works TO: Kathy Bodmer, Planner FROM: Brandon S. Anderson, PE, City Engineer DATE: May 14, 2021 SUBJECT: My Salon Suite Preliminary Plan Review per plans dated May 7, 2021 General 1. All work and infrastructure within public easements or right of way shall be to City standards. 2. 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. 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. City of Apple Valley Water Department shall operate all valves on public owned mains and valves connecting private lines to public owned mains. Permits 6. A Minnesota Pollution Control Agency (MPCA) National Pollutant Discharge Elimination System (NPDES) permit is required for any project that disturbs more than one acre. Provide a copy of the executed permit prior to construction. 7. A City of Apple Valley Natural Resource Management Permit (NRMP) will be required prior to any land disturbing activity. 8. Provide a copy of the approval letter from the Department of Labor and Industry (DOLI) prior to construction. 9. Provide a copy of any other required permits. Site 10. Final site plan shall be reviewed with the construction plans and approved by City Engineer. Grading, Drainage and Erosion Control 11. Provide overall site composite Curve Number (CN) on the plans. 12. Proposed filtration basin shall be privately owned and maintained. A filtration basin Construction and Maintenance Agreement will be required as part of Development Agreement. 13. The rock construction entrance cannot be located in the entrance to the parking lot as it is currently shown. 14. Show locations of roof drain on grading plan. 15. Provide a cross section of the proposed filtration basin, include depth and filter media. 16. Slopes on grading plan shall be a minimum of 2.0%. Show drainage arrows and slopes on grading plan. 17. The drainage on the west side of the building must be treated before entering the existing pond. 18. In accordance with 2018 Surface Water Management Plan (SWMP), several storm water policies would need to be addressed for new or redevelopment of the site: a. Policy 6.1 The City requires compliance with all applicable post-construction water quality criteria for new and redevelopment activity adopted by the Black Dog Watershed Management Organization and the Vermillion River Watershed Joint Powers Organization, as described in the BDWMO Watershed Management Plan (2012, as amended) and VRWJPO Standards (2016, as amended). b. Policy 6.2 The City requires that all new, redeveloped, or expanded commercial, industrial, multiple residential, or institutional development provide infiltration for a volume equivalent to 0.5 inches of runoff over the area of the development. c. Policy 6.3 The City requires that new and redevelopment activity of 0.2 acres or more shall be required to achieve no-net-increase in average annual total suspended solids (TSS) and total phosphorus (TP) loading compared to the pre- development condition of the site. d. Policy 6.4 The City may require additional treatment measures as needed for any development or re-development activity to protect downstream receiving waters, including, but not limited to, additional measures in TMDLs or WRAPS watersheds plans. 19. Final grading, drainage, and erosion control plan shall be reviewed with the construction plans and approved by City Engineer. Sanitary Sewer 20. Final location and sizes of sanitary sewer shall be reviewed with the construction plans and approved by City Engineer. Water main 21. Show the existing gate valve location on the utility plan. 22. 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. Include this detail on the detail sheet. 23. Identify Irrigation service location(s) if applicable per SER-4. 24. Provide additional drawing showing required hydrant coverage for site. 25. Final water main size and locations shall be reviewed with the construction plans and approved by City Engineer. Storm Sewer 26. Provide storm water calculations and storm water management plan for review and approval by the City Engineer. 27. Final storm sewer design shall be reviewed with the construction plans and approved by City Engineer. Landscape and Natural Resources 28. The proposed perennial plant schedule is heavy on daylilies (84% of the schedule). The City encourages decreasing the daylily quantity and planting a variety of other native species (not cultivars) in the schedule. 29. Diversify the tree plantings to follow the 30-20-10 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. 30. Show tree removal on removal plan. 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 :May 19, 2021 S E C T I O N:Other B usiness Description: Review of Upcoming Schedule and Other Updates S taff Contact: B reanna Vincent, Department A ssistant D epartment / Division: C ommunity D evelopment Department AC T I O N RE Q UE S T E D: N/A S UM M ARY: Next P lanning Commission Meetings: Wednesday, J une 2, 2021 - 7:00 p.m. Public hearing applications due by 9:00 a.m. on Wednesday, May 5, 2021. Site plan, variance applications due by 9:00 a.m. on Wednesday, May 19, 2021. Wednesday, J une 16, 2021 - 7:00 p.m. Public hearing applications due by 9:00 a.m. on Wednesday, May 19, 2021. Site plan, variance applications due by 9:00 a.m. on Wednesday, J une 2, 2021. Next City C ouncil Meetings: T hursday, May 27, 2021 - 7:00 p.m. T hursday, J une 10, 2021 - 7:00 p.m. B AC K G RO UND : N/A B UD G E T I M PAC T: N/A