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HomeMy WebLinkAbout07/20/2022 Agenda Packet M eeting L ocation: M unicipal Center 7100 147th Street West Apple Valley, M innesota 55124 The Planning C ommission meeting is both a web broadcast and on a virtual access template to allow remote public participation. The meeting is always open to the public at the Municipal C enter. July 20, 2022 PLA N N IN G C O MMISSIO N T EN TAT IVE A G EN D A 7:00 P M 1.Call to Order 2.Approve Agenda 3.Approve Consent Agenda Items Consent Agenda Items are considered routine and will be enacted with a single motion, without discussion, unless a commissioner or citizen requests to have any item separately considered. It will then be moved to the land use/action items for consideration. A.Approve Minutes of J une 15, 2022 Regular Meeting 4.Public Hearings A.Orchard Place 5th Addition 1. C onsider subdivision by preliminary plat of Outlot D, Orchard Place 2nd Addition into two lots and one outlot. 2. Authorize conditional use permit for a restaurant with drive-through window service. 3. Authorize site plan building permit for two 7,006-sq. ft. commercial retail buildings. 5.Land Use / Action Items 6.Other Business A.Orchard Place Flex Business Sketch Plan LO C AT IO N: Northwest Corner of 155th Street West and Pilot Knob Road A PPLIC A N T: HJ Development, LLP and Rockport, LLC B.Review of Upcoming Schedule and Other Updates Planning Commission - Wednesday, August 3, 2022 - 7:00 p.m. Planning Commission - Wednesday, August 17, 2022 - 7:00 p.m. C ity Council - T hursday, J uly 28, 2022 - 7:00 p.m. C ity Council - T hursday, August 11, 2022 - 7:00 p.m. 7.Adjourn Regular meetings are broadcast, live, on C harter C ommunications C able C hannel 180 and on the C ity's website at www.cityof applevalley.org I T E M: 3.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:J uly 20, 2022 S E C T I O N:Consent A genda Description: A pprove Minutes of J une 15, 2022 Regular Meeting S taff Contact: B reanna Vincent, Department Assistant Department / Division: Community Development Department AC T I O N RE Q UE S T E D: Approve minutes of regular meeting of J une 15, 2022. S UM M ARY: T he minutes of the last regular Planning Commission meeting is attached for your review and approval. B AC K G RO UND: State statute requires the creation and preservation of meeting minutes which document the official actions and proceedings of public governing bodies. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Minutes CITY OF APPLE VALLEY PLANNING COMMISSION MINUTES June 15, 2022 1. CALL TO ORDER The City of Apple Valley Planning Commission Meeting was called to order by Chair Kurtz at 7:00 p.m. Members Present: Jodi Kurtz, Paul Scanlan, David Schindler, Paul Mahowald, and Jeff Prewitt Member(s) Absent: Keith Diekmann, Becky Sandahl City staff members attending: Community Develo pment Director Bruce Nordquist, Planner Kathy Bodmer, Planner Alex Sharpe, Civil Engineer Jodie Scheidt, City Attorney Sharon Hills and Department Assistant Breanna Vincent. 2. APPROVAL OF AGENDA Chair Kurtz asked if there were any changes to the agenda. Community Development Director Nordquist stated there was supplemental feedback on item 4. A. that was provided to Commissioners. MOTION: Commissioner Schindler moved, seconded by Commissioner Scanlan, approving the agenda. Roll call vote: Ayes - 5 – Nays - 0. 3. CONSENT ITEMS MOTION: Commissioner Scanlan moved, seconded by Commissioner Mahowald, approving the minutes of the meeting of May 18, 2022. Roll call vote: Ayes – 4 – Nays – 0 – AB - 1. 4. PUBLIC HEARING A. Losinski Addition Chair Kurtz opened the public hearing. Planner Bodmer presented the staff report. Commissioner Prewitt asked if the trail passed through other residences. Planner Bodmer advised that it does not. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes June 15, 2022 Page 2 of 5 Chair Kurtz asked if the property was located on the left or right in the photo included in the slideshow. Civil Engineer Scheidt stated it is on the left. Chair Kurtz asked if the land to the right was already the City’s property or if it was donated. Planner Bodmer stated that the City already had trail, drainage and utility easements. With no further comments, Chair Kurtz closed the public hearing. MOTION: Commissioner Scanlan moved, seconded by Commissioner Schindler, to recommend approval of the subdivision by preliminary plat. Roll call vote: Ayes – 5 – Nays – 0. 5. LAND USE A. Apple Valley Commerce Second Addition Planner Bodmer presented the staff report. Commissioner Scanlan asked if the recommendations made by the Fire Marshal in the memo included in the staff report were included as part of the special fire protections noted on the first page of the staff report. Planner Bodmer stated that the primary concerns were that there would be a full circle loop around the entire building and that there is clear access with no vehicles in the way which have both been addressed. Petitioner Michael Conzemius was present for questions. Commissioner Scanlan asked if there were any concerns addressing the additional screening on the west side. Mr. Conzemius stated they had already begun to address these challenges and do not anticipate any concerns. MOTION: Commissioner Scanlan moved, seconded by Commissioner Schindler, to recommend approval of the rezoning of Lots 1 and 2, Block 1 and Outlot A in accordance with the rezoning map included in the staff report. Roll call vote: Ayes – 5 – Nays –0. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes June 15, 2022 Page 3 of 5 MOTION: Commissioner Scanlan moved, seconded by Commissioner Schindler, to recommend approval of the subdivision by preliminary plat subject to conditions 1 through 7 in the staff report. Roll call vote: Ayes – 5 – Nays – 0. MOTION: Commissioner Scanlan moved, seconded by Commissioner Schindler, to recommend approval of the Conditional Use Permit for open (outdoor) storage of trucks, trailers, and similar vehicles subject to conditions 1 through 7 in the staff report. Roll call vote: Ayes – 5 – Nays – 0. MOTION: Commissioner Scanlan moved, seconded by Commissioner Schindler, to recommend approval of the Site Plan/Building Permit Authorization for construction of a 117,600 sq. ft. warehouse distribution building subject to conditions 1 through 6 in the staff report. Roll call vote: Ayes – 5 – Nays – 0. B. Fire Station No. 2 Site Plan and Building Permit Authorization Planner Sharpe presented the staff report. Commissioner Scanlan stated that he had no concern with the red on the building or the variance as it is a minimal amount and for training purposes. Planner Sharpe stated that the Fire Department was encouraged to hold a neighborhood meeting with nearby properties in order to receive feedback on the project. One resident did attend and expressed full support for the project. Commission Scanlan stated that he appreciated the transparency of the Fire Department with neighboring properties and that the building appeared to have a great balance with the design and mix of materials. Commissioner Schindler agreed that the building is attractive and liked that the building would be pushed further back away from the street. He also asked if the addition of a right turn lane was part of the project or if it was more in preparation for when it occurs. Planner Sharpe stated that is not part of the project but an anticipated addition. Commissioner Schindler stated that overall the project looks good and the underground stormwater treatment will be an improvement. Commissioner Mahowald asked if parking was adequate once fully staffed and operational. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes June 15, 2022 Page 4 of 5 Planner Sharpe stated that staff will emphasize this concern with the Fire Department and clarify before the next meeting. Chair Kurtz stated the building looks beautiful and it will be a great advantage that people will no longer be able to cut through the parking lot. She asked if the number of trees that will be bulldozed down was known. Planner Sharpe stated he did not have the exact number but would provide it at the next meeting. The site will be over on meeting their landscaping requirements. Chair Kurtz asked if this would be the only fire station in Apple Valley like this. Planner Sharpe advised that the Chief would better be able to answer that. Chair Kurtz asked if there were other fire stations in other cities comparable to this. Planner Sharpe stated that the design team specializes in these types of fire stations and has designed several in the Twin Cities. Quinn Hutson (CNH Architects) was present for questions. He stated that they were comfortable with the parking situation. Commissioner Scanlan asked about the types of building material. Mr. Hutson stated it is a warrantied prefinished coated material so that the red will not fade to pink. Fire Chief Chuck Russell was present and stated that this fire station was chosen due to its primarily central location in the City and also on a street with a higher speeds and no need to access residential roads. The project’s design phase is about 50% complete and the purpose of this meeting is to receive feedback prior to getting too far ahead in the design phase. The project is the only complete rebuild. Other stations will receive primarily internal improvements. Chair Kurtz asked if the sidewalks were going to remain. Planner Sharpe advised that the sidewalks were not going to be altered. Chief Russell stated that Galaxie and Scott Park is typically used to overflow parking on the rare events where it is needed each year. Once the building is fully operational, parking needs will decrease. The new features proposed for this station will be beneficial for recruit training as opposed to Fire Station 1 which does not have these features. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes June 15, 2022 Page 5 of 5 CD Director Nordquist asked Mr. Hutson how the doors would stand out and how people would know where to approach and to respond to the design elements of the building. Mr. Hutson advised that the red elements do help the public to know it’s a fire station and there are both overhead and bifolding doors for quick access. 6. OTHER BUSINESS A. Review of Upcoming Schedule and Other Updates The next Planning Commission meeting is Wednesday, July 20, 2022, 7:00 p.m. The next City Council meeting is Thursday, June 16, 2022, 7:00 p.m. 7. ADJOURNMENT Chair Kurtz asked for a motion to adjourn. MOTION: Commissioner Scanlan moved, seconded by Commissioner Schindler, to adjourn the meeting at 8:10 p.m. Roll call vote: Ayes – 5 – Nays – 0. Respectfully submitted, ______________________________________ Breanna Vincent, Planning Department Assistant Approved by the Apple Valley Planning Commission on 7/20/2022 . Jodi Kurtz, Chair I T E M: 4.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E :J uly 20, 2022 S E C T I O N:P ublic Hearings Description: Orchard P lace 5th A ddition S taff Contact: Thomas J . L ovelace, City P lanner Department / Division: Community Development Department Applicant: HJ Development, L L P and Rockport, L L C P roject Number: P C22-14-S C B Applicant Date: 6/22/2022 60 Days: 8/20/2022 120 Days: 10/18/2022 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. S UM M ARY: HJ Development, LLP and Rockport, LLC are requesting approval of the subdivision of a 16.22-acre outlot (Outlot D, Orchard Place 2nd Addition) into two lots and one outlot, conditional use permit for a future restaurant with drive-through window service, and site plan/building permit authorization to allow for the construction of two 7,006-sq. ft. commercial retail buildings on Lot 1 and Lot 2. T he site is located at the southwest corner of 155th Street West and English Avenue. T he site is bounded by vacant property to the north and west, the future Lunds & Byerlys grocery store to the east and Quarry Point Park to the south. B AC K G RO UND: Comprehensiv e P lan: T he subject property, with exception of the ponding area, is currently guided "C " (C ommercial) on the 2040 Comprehensive Plan Land Use Map. C ommercial areas include a wide variety of retail, office and service uses that vary in intensity and off- site impacts. T he C ity uses the zoning ordinance to regulate the intensity and characteristics of development. Lower-intensity districts include "LB"(Limited Business) and "N C C" (Neighborhood C onvenience C enter). Higher-intensity districts include "G B" (General Business) and "RB" (Retail Business). In each district land use and performance standards such as parking, building setbacks, storm water infiltration, access and lot coverage set the parameters for development. T he proposed development would be consistent with the current C omprehensive Plan designation. Zoning: T he property is currently zoned "RB" (Retail Business). Retail business districts are areas which are centrally located to serve the need for general retail sales. T he applicant has not identified any proposed uses for the two buildings. Only permitted, conditional, and accessory uses identified in the "RB" zoning district shall be allowed. T he applicant has stated that they are proposing a restaurant use that will have a drive-up window. T his will require approval and issuance of a conditional use permit. P reliminary P lat: T he applicant is proposing to subdivide an existing 16.22-acre outlot into two lots and one outlot. T he two lots, which are located in the northeast corner 16.22 acre parcel, will be used for commercial/retail development. Lot 1 will abut a public street, with Lot 2 having no public street frontage. A lot such as this is described as a landlocked parcel, which is defined as a lot or parcel without direct access to a public street. As a general rule, landlocked parcels that are served by private easements will not be permitted. T he C ity may permit landlocked parcels in a commercial complex provided they have access to a public street by an easement over another parcel within the same complex. T herefore, a cross access easement will be required. A 30-foot wide drainage easement will be located just west of the east property line of the lots and outlot. T his is the current location of the west half of English Avenue, a private street that provides access to the existing Orchard Place 2nd Addition as well as this proposed development Other easements within this proposed preliminary plat include two 40-wide drainage and utility easements and a 104-foot wide Magellan Pipeline easement. T hese easements shall remain as part of the replat of the outlot. T he applicant will be required to dedicate one-foot (1') wide easement along 155th Street West that will restrict direct driveway/private street access except at locations approved by the City. Site P lan: T he site plan shows the construction of a 7,006-sq. ft. building on both Lots 1 and 2. Access to the site will be via English Avenue, a private street that is connected to 155th Street to the north and 157th Street to the south, which are public streets. A cross access and parking agreement shall be required that will allow the two lots and outlot unfettered access within Orchard Place 5th Addition access to English Avenue. Lot 1 will have 61 parking spaces and Lot 2 will have 54 spaces, which exceed the C ity's minimum required parking for a retail use. T he layout will provide cross access and parking for the two lots and future development on the outlot to the west. T he lot 2 building will have a drive-through lane for a restaurant pick-up window that will be located along the east side of the building. T his will require approval of a conditional use permit. T he southwest corner of the Lot 2 building abuts an existing drainage and easement and the outdoor patio encroaches into the easement. Although the building will not be in the easement, it is likely that the building footings will encroach. T he building should be moved north so that the footings are outside of the easement and the outdoor patio area shall located outside of the easement. An outdoor patio will be located along the east side of the building on Lot 1 and along the west side of the building on Lot 2. Decorative fencing should be erected around the perimeter of both outdoor dining areas. Outdoor dining areas are permitted accessory uses in conjunction with a C lass I, C lass II, or Class III restaurant provided the following performance standards: T he C ity C ouncil 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. 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 C ity. T he C ity Council 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. A sidewalk should be constructed along the west side of English Avenue from 155th Street West to the south property line of Lot 2. Internal sidewalk connections should be made from the front of the buildings to the English Avenue sidewalk. Grading P lan: T he overall site has been mass grading as part the sand and gravel reclamation. Additional grading will be done to the two to prepare them for development of the buildings and parking lot. T he City's C ivil Engineer has reviewed the proposed grading plans and her comments are included in the attached memo. Av ailability of Municipal Utilities: Watermain and sanitary sewer lines are currently located in the English Avenue easement area. Utility service to the site will be made via connections to the existing lines. T he C ity's C ivil Engineer has reviewed the utility plan and her comments are contained in the attached memo. Revisions to their plans should be made per the Engineer's comments. Elev ation Drawings: T he exterior finish of the two buildings will include a combination of brick, stone, and EIFS. City 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 will meet the code requirements. T he Commission asked that more articulation be added to the rear elevations of the buildings. 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. Landscape P lan: T he submitted landscape plan labels the proposed landscaping but does not tell us what type of planting it will be. A plant schedule should be submitted for review and comment. Additional landscaping should be planted along the east, north and west side of the Lot 1 building and along the east and south side of the Lot 2 building. 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/Circulation: T he proposed plat abuts 155th Street West to the no rth and English Avenue, a private street to the east. 155th Street is classified a Minor Collectors that have been designed to accommodate the additional traffic that will generated by this development. P edestrian Access: T he site plan shows a private sidewalk along the west side of the two lots that will run north/south and provide an internal connection to the two proposed buildings. A sidewalk should be constructed along the west side of English Avenue from 155th Street West to 157th Street West. Sidewalk connections from this sidewalk to the front of the two buildings should also be made. Recreation I ssues: Park dedication requirements are required as part of any subdivision and are determined based upon the parkland demand created by the use contained within each subdivision as it relates to the generation of person-residents. T he amount of parkland required for each person-resident is based on the need for parkland to achieve the park services standard which the C ity has set through its historic parkland development. Parkland dedication requirements will be determined at the time of approval of the preliminary plat. P ublic Hearing Comments: 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. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Memo L ocation Map Comp Plan Map Z oning Map Preliminary P lat Plan S et Elevations Elevations CITY OF MEMO Public Works TO: Tom Lovelace, Planner FROM: Jodie Scheidt, PE, Civil Engineer DATE: July 15, 2022 SUBJECT: Orchard Place Phase II Site Plan Review per plans dated 06/22/2022 Tom, The following are comments regarding the Orchard Place Phase II Plans dated June 22, 2022. Please include these items as conditions to approval. General 1. All work and infrastructure within public easements or right of way shall be to City standards. 2. Provide a narrative of how the buildings will be constructed and any impacts. The narrative shall include the following: a. Shoring (if applicable) b. Material Storage. c. Haul routes to and from the site. d. Phasing 3. No construction work shall begin prior to a preconstruction meeting conference with a Public works and a Building Inspections representative. 4. Public Work Department (952-953-2400) shall be notified a minimum of 48 hours for any required water main shut downs and/or connections. 5. Drainage and utility easement shall be dedicated on final plat over all public infrastructure. 6. Plans should include reference to all used City of Apple Valley standard detail plates. All Standard detail plates should be shown in the details section of the plans. Permits 7. Provide a copy of the executed Minnesota Department of Health, Minnesota Pollution Control Agency, Met Council, Department of Labor and any other required permits prior to construction. 8. Department of Labor and Industry (DOLI) shall review private utilities. 9. A right of way permit will be required for all work within public easements or right of way. 10. A Natural Resource Management Permit (NRMP) will be required prior to any land disturbing activity commences. 11. A copy of the executed Encroachment Agreement with Magellan Pipeline for work occurring within easement area as indicated on plans prior will need to be obtained prior to any construction activity. Site Plan 12. Include Auto turn drawing for service and emergency vehicles entering and leaving the site. 13. Show the location of catch basins, manholes, gate valves and hydrants on the site plan. 14. Show the proposed easements on the site plan. 15. Add a sidewalk on the west side of English Avenue. The sidewalk should extend up to 155th St W. Include a sidewalk connection from English Avenue to both buildings. 16. The curb on English Ave should extend to the south property line and up to the existing curb on 155th St. 17. The footings for the building on lot 5 cannot encroach into the drainage and utility easement. 18. Signage Plan and details should be included on site plan (i.e. pedestrian crossing signage, ADA, directional signs, no parking, etc…) for review 19. Driveway Apron shall be per City of Apple Valley standard detail plate STR-5. 20. Provide the overall site composite Curve Number (CN) along with the impervious % on the site plan. 21. Show locations of proposed lighting fixtures for parking lots and site. Grading & Drainage Plan 22. Final Storm Water Pollution Prevention Plan (SWPPP) shall be included with plans and shall be reviewed and approved by City Engineer. 23. Final Grading Plans shall be reviewed and approved by City Engineer. 24. Final locations and sizes of Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. 25. Provide storm sewer calculations for storm water requirements. (Rational method including Hydraulic grade lines). 26. What is ST-1 Stub for? 27. The proposed storm sewer trunk lines serve multiple lots and would require them to be public infrastructure and would need to be in a drainage and utility easement. 28. Provide pretreatment device/s, such as a SAFL Baffle or approved equal and sump prior to discharging into the public storm sewer in an additional separate MH. Sump structures as shown in City “Catch Basin Manhole with Sump” detail STO-5S. Any sumps shall be privately maintained and routinely cleaned as the accumulated sediment will be from the private parking lots and roadways. 29. Storm sewer within right of way and public drainage and utility easement for purposes of connection to public infrastructure shall be reinforced concrete pipe and meet all City standards. Sanitary Sewer and Water main 30. Final locations and sizes of Sanitary Sewer and Water main shall be reviewed with the final construction plans and approved by City Engineer. 31. Remove unused water services to the main and indicate on plans. 32. Show the location of all the proposed gate valves on the plan. 33. The drop manholes should be an outside drop and should meet City Standard Detail Plate SAN-4. 34. Identify Irrigation service location(s) if applicable per SER-4. 35. Provide additional drawing showing required hydrant coverage for site. 36. 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. Landscape and Natural Resources 37. Provide landscaping and planting schedule showing quantities of proposed species. The building on Lot 6 currently contains no foundation plantings. 38. The City encourages native plantings. Cultivars or cultivated varieties of native plants that do not have the same benefits to pollinators and birds, and are indicated by the name x ‘variety’. Native plants would not contain the variety name in quotes and are preferred. MAGELLAN PIPELINE EASEMENT PER BOOK 80 OF MR, PAGE 141, PARTIAL RELEASE PER DOC. NO. 2291902, RESTATED PARTIAL RELEASE PER DOC. NO. 2811610 PERPETUAL PEDESTRIAN TRAIL, UNDERPASS AND DRAINAGE EASEMENT PER DOC. NO. 3085239. 3030202020202030 30 BLOCK 1 N80°30'3 0 " W 217.61 N20°45'55"W37.52 R/W, SIDEWALK, TRAIL & DRAINAGE AND UTILITY EASEMENT PER DOC. NO. 3122105.20202020S 4 3 ° 5 6 ' 0 9 " E 3 4 4 . 9 4 S89°40'17"E 199.65 N60°29'40"E 37.06 202020202020202020N41°08'23"E 19.75 S89°08'29"E 268.03 S68 ° 5 9 ' 1 8 " E 278. 7 4 N89°44'22"E 38.85 DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT DRAINAGE AND UTILITY EASEMENT104 104OUTLOT A 576,744 SF 13.24 Ac N89°59'59"W 27.95 LOT 1 73,447 SF 1.69 Ac LOT 2 56,528 SF 1.30 Ac120 120CH. BRG.=N00°05'30"W CH=132.33 Δ=110°31'05" R=80.52 L=155.31 236.03 311.20239.48S0°02'27"E550.69S0°02'27"E550.69N89°57'37"E 236.02 N89°58'12"E 236.02 389.72DATE____________ REG. NO._________ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. PRELIMINARY PLAT APPLE VALLEY,MINNESOTA 1 1 JJ 6-17-2022 AS SHOWN 16175.00 ROCKPORT 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, UNLESS OTHERWISE INDICATED. DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS 5 5 1010 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\AVR - Orchard Place\HJ Development - NW of English Ave\3 Design\CAD\PlanSheets\C0-COVER SHEET.dwg June 21, 2022 - 4:50pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORCOVER SHEETC000ORCHARD PLACEPHASE IIHJ DEVELOPMENTAPPLE VALLEYMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.WILLIAM D. MATZEK, P.E.06/10/201045790DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16097500406/22/2022AS SHOWNACLMJBWDMNORTH VICINITY N.T.S.SITE APPLE VALLEY, DAKOTA COUNTY, MN 1.CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 2.IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A ANSI full bleed D (34.00 x 22.00 Inches) SHEET. 3.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 4.ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. NOTES: 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 PROJECT TEAM: SURVEYOR PROBE ENGINEERING COMPANY, INC. RUSSEL P DAMLO, P.L.S. 1000 EAST 146TH STREET BURNSVILLE, MN 55337 TELEPHONE: (952) 432-3000 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 CHRIS MOE 15600 WAYZATA BLVD, SUITE 201 WAYZATA, MN 55391 TELEPHONE: (952) 476-9400 ORCHARD PLACE PHASE II SECTION 35, TWNSHIP 115N, RANGE 20W FOR PRELIMINARY SITE DEVELOPMENT PLANS Know what'sbelow. before you dig.Call ARCHITECT MOHAGEN HANSEN BOB BAILEY 1000 TWELVE OAKS CENTER DRIVE SUITE 200 WAYZATA, MN 55391 TELEPHONE: (952) 426-7434 APPROVED: APPLE VALLEY CITY ENGINEER DATE: 160TH ST WFLAGSTAFF AVEPILOT KNOB RD150TH ST W DRAWING INDEX Sheet Number Sheet Title C000 COVER SHEET C100 GENERAL NOTES C300 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 C301 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 C400 SITE PLAN C500 GRADING PLAN C600 UTILITY PLAN L100 LANDSCAPE PLAN L101 LANDSCAPE DETAILS This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\AVR - Orchard Place\HJ Development - NW of English Ave\3 Design\CAD\PlanSheets\C1-GENERAL NOTES.dwg June 21, 2022 - 4:50pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGENERAL NOTESC100ORCHARD PLACEPHASE IIHJ DEVELOPMENTAPPLE VALLEYMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.WILLIAM D. MATZEK, P.E.06/10/201045790DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16097500406/22/2022AS SHOWNACLMJBWDMGENERAL CONSTRUCTION NOTES 1.THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE MN DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" (LATEST EDITION) AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK, AND, UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 3.THE EXISTING SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS QUALITY LEVEL "D" UNLESS OTHERWISE NOTED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ACSE 38/02, ENTITLED STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF SUBSURFACE QUALITY DATA BY THE FHA. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 4.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. 6.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 7.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 8.ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER DIRECTLY FROM THE TESTING AGENCY. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. 10.ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 11.ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. 13.SHOULD CONTRACTOR ENCOUNTER ANY DEBRIS LADEN SOIL, STRUCTURES NOT IDENTIFIED IN THE DOCUMENTS, OR OTHER SOURCE OF POTENTIAL CONTAMINATION, THEY SHALL IMMEDIATELY CONTACT THE ENGINEER AND OWNER. TYPICAL OWNER/ENGINEER OBSERVATIONS CONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THE FOLLOWING ACTIVITIES: - PRE-CONSTRUCTION MEETING, SUBGRADE PREPARATION, BASE INSTALLATION ASPHALT INSTALLATION, UNDERGROUND PIPING AND UTILITIES INSTALLATION, INSTALLATION OF STRUCTURES, CHECK VALVES, HYDRANTS, METERS, ETC., SIDEWALK INSTALLATION, CONNECTIONS TO WATER AND SEWER MAINS, TESTS OF UTILITIES 3RD PARTY TEST REPORTS REQ'D TEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO: - DENSITY TEST REPORTS - BACTERIOLOGICAL TESTS OF WATER SYSTEM - PRESSURE TEST OF WATER/SEWER - LEAK TESTS ON SEWER SYSTEM AND GREASE TRAPS - ANY OTHER TESTING REQUIRED BY THE AGENCY/MUNICIPALITY WATER STORM SEWER & SANITARY SEWER NOTES 1.THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES, AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2.ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. 3.THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 4.DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5.ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROM THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6.WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7.ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8.UNDERGROUND LINES SHALL BE SURVEYED BY A STATE OF MN PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING. 9.CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED. 10.CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10' AND A VERTICAL CLEARANCE OF 18" BETWEEN WATER AND SANITARY SEWER MANHOLES AND LINES. 11.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 12.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS. 13.UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BE ADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE. 14.TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 15.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 16.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERT OUT. 17.ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORM STRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM 1% SLOPE, UNLESS NOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN. 18.ALL ROOF AND SANITARY SEWER DRAINS SHALL BE INSULATED IF 7' OF COVER CANNOT BE PROVIDED. 19.THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. 20.THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE AND BELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OF CONSTRUCTION. 21.A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN UTILITIES AND TREES UNLESS A ROOT BARRIER IS UTILIZED. 22.GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITY COMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATE FINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES. 23.COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION. 24.ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONS ARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH AND SPECIFICATIONS. 25.REFERENCE ARCHITECTURAL PLANS (BY OTHERS). FOR EXACT BUILDING DIMENSIONS, AND MATERIALS SPECIFICATIONS. 26.REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS. 27.CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND PAD PREPARATION SPECIFICATIONS. 28.CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR LIGHT POLE WIRING. GRADING AND DRAINAGE NOTES 1.GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. 2.THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S AS NECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 3.CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THAT SURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTOR SHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADING DISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OF PAVEMENT OR UTILITIES. 4.CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS, POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBED DURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED GRADES. 5.BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THAT THE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALL BE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLY INSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED. 6.CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 4" OF TOPSOIL AT COMPLETION OF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 7.AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. 8.WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 9.THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 10.IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 11.FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO MN/DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 12.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 14.SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 15.THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 16.THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS AND MN/DOT SPECIFICATION. 17.ALL CONCRETE/ASPHALT SHALL BE INSTALLED PER GEOTECH REPORT, CITY OF APPLE VALLEY AND MN/DOT SPECIFICATIONS. 18.SPOT ELEVATIONS ARE TO FLOWLINE OF CURB UNLESS OTHERWISE NOTED. 19.LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN. 20.IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. 21.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUT COMPENSATION. 22.BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. 23.ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS. ANY SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET. 24.ADHERE TO ALL TERMS AND CONDITIONS AS NECESSARY IN THE GENERAL N.P.D.E.S. PERMIT AND STORMWATER POLLUTION PREVENTION PLAN FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 25.ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 26.CONTRACTOR SHALL ENSURE MINIMUM GRADES ARE MET WITHIN PAVED AREAS, 1.2% FOR ASPHALT PAVING AND 0.6% FOR CONCRETE PAVING. EROSION CONTROL NOTES 1.THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THE EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF MN NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3.BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 4.SITE ENTRY AND EXIT LOCATIONS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ON A PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. WHEN WASHING IS REQUIRED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. ALL FINES IMPOSED FOR DISCHARGING SEDIMENT ONTO PUBLIC AREAS SHALL BE PAID BY THE CONTRACTOR. 5.TEMPORARY SEEDING OR OTHER APPROVED METHODS OF STABILIZATION SHALL BE INITIATED WITHIN 7 DAYS OF THE LAST DISTURBANCE ON ANY AREA OF THE SITE. 6.THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7.CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 9.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11.RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12.ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN SHALL BE INITIATED AS SOON AS IS PRACTICABLE. 13.ALL STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE LOCATED SUCH THAT THEY WILL NOT ADVERSELY AFFECT STORM WATER QUALITY. OTHERWISE, COVERING OR ENCIRCLING THESE AREAS WITH SOME PROTECTIVE MEASURE WILL BE NECESSARY. 14.CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING ANY EROSION CONTROL DEVICE WHICH THEY DISTURB. EACH CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DEFICIENCIES IN THE ESTABLISHED EROSION CONTROL MEASURES THAT MAY LEAD TO UNAUTHORIZED DISCHARGE OR STORM WATER POLLUTION, SEDIMENTATION, OR OTHER POLLUTANTS. UNAUTHORIZED POLLUTANTS INCLUDE (BUT ARE NOT LIMITED TO) EXCESS CONCRETE DUMPING OR CONCRETE RESIDUE, PAINTS, SOLVENTS, GREASES, FUEL AND LUBRICANT OIL, PESTICIDES, AND ANY SOLID WASTE MATERIALS. 15.EROSION CONTROL DEVICES SHOWN ON THESE PLANS SHALL BE INSTALLED PRIOR TO THE START OF LAND-DISTURBING ACTIVITIES ON THE PROJECT. 16.ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THIS PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE CITY OF APPLE VALLEY ENGINEERING DIVISION. 17.IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL HAVE TO BE REVISED AND/OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE. ANY REVISIONS TO THE EROSION CONTROL PLAN MADE BY THE CONTRACTOR MUST BE APPROVED BY THE ENGINEER. EROSION CONTROL MAINTENANCE ALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION AS REQUIRED BY ALL JURISDICTIONS UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A CERTIFIED PERSON AT LEAST ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 1.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. FOR MAINTENANCE REQUIREMENTS REFER TO THE STANDARD SPECIFICATIONS. 2.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. 3.THE CONSTRUCTION ENTRANCE(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 4.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 5.ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. PAVING AND STRIPING NOTES 1.ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION) OR MN/DOT SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTY REGULATIONS. 2.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS. 3.CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUS STRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS. 4.ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB. 5.THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET. 6.ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINT SEALANT. 7.THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS IN THE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE. 8.CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCE BY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS. 9.ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER. 10.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER A.D.A). GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 11.MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET. G G G STOPG G G STOP945945 9 4 4 944 946 946947 947948 946 946 946946946946946946946947 948 945945 946947947948949950951952954953955956958957959960961962 0.61%3.95%1.57% 1.64%0.34% 0.20% 0.00 %0.74%0.38% 1. 0 9 %1.07%1.03%1.58 % 0.72 % A A A B B B B C D D2:12:12:11.62%0.22 % 3:1 6.72%949950 944 943 947948This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\AVR - Orchard Place\HJ Development - NW of English Ave\3 Design\CAD\PlanSheets\C3-EROS PH1 PLAN.dwg June 21, 2022 - 4:51pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOREROSION ANDSEDIMENTCONTROL PLAN -PHASE 1C300ORCHARD PLACEPHASE IIHJ DEVELOPMENTAPPLE VALLEYMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.WILLIAM D. MATZEK, P.E.06/10/201045790DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16097500406/22/2022AS SHOWNACLMJBWDMNORTH EROSION CONTROL PLAN NOTES 1.ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3.THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4.WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7.ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8.REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9.THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10.IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1.INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS. 2.CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (1), CONCRETE WASHOUT PIT (1) AND INSTALL SILT FENCE. 3.PREPARE TEMPORARY PARKING AND STORAGE AREA. 4.CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT TRAPS. 5.PERFORM CLEARING AND GRUBBING OF THE SITE. PERFORM MASS GRADING. ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 6.START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 7.TEMPORARILY SEED WITH PURE LIVE SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR AS REQUIRED BY NPDES AND/OR CITY OF APPLE VALLEY GRADING PERMIT. SEQUENCE OF CONSTRUCTION: ROCK ENTRANCE SILT FENCE LIMITS OF DISTURBANCE BIOROLL LEGEND KEYNOTE LEGEND SILT FENCE LIMITS OF DISTURBANCE CONSTRUCTION ENTRANCE BIOROLL A B C D PH. 1 BMP QUANTITIES TABLE ROCK CONSTRUCTION ENTRANCE 1 EA. SILT FENCE ±900 LF BIOROLL ±215 LF STOPSTOP B B B B C 1.59%1.62%4.16% 3.62%1 . 2 3% 2. 3 6 % 2.13%1.32%1.35 % 0.92%1.87%1.62% 94 4 945945946947 944944945 9469469469 4 6 94 7 946946944 E E E E E E 945 945945 945945945 946946946 9 4 6 945944 944945945944944945945 944 A A A D D This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\AVR - Orchard Place\HJ Development - NW of English Ave\3 Design\CAD\PlanSheets\C3-EROS PH2 PLAN.dwg June 21, 2022 - 4:51pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOREROSION ANDSEDIMENTCONTROL PLAN -PHASE 2C301ORCHARD PLACEPHASE IIHJ DEVELOPMENTAPPLE VALLEYMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.WILLIAM D. MATZEK, P.E.06/10/201045790DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16097500406/22/2022AS SHOWNACLMJBWDMNORTH EROSION CONTROL PLAN NOTES 1.ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2.THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3.THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4.WITHIN TWO WEEKS (14 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7.ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8.REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9.THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10.IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE. 2.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, UNDERGROUND SYSTEM, CURBS AND GUTTERS. 3.INSTALL APPROPRIATE INLET PROTECTION AT ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. 4.PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 5.PREPARE SITE FOR PAVING. 6.PAVE SITE AND INSTALL STRIPING. 7.INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. 8.COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS. 9.OBTAIN CONCURRENCE WITH THE CIVIL ENGINEERING CONSULTANT THAT THE SITE HAS BEEN FULLY STABILIZED THEN: 1.REMOVE ALL REMAINING TEMPORARY EROSION ADN SEDIMENT CONTROL DEVICES 2.STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS. SEQUENCE OF CONSTRUCTION: ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE BIOROLL LEGEND KEYNOTE LEGEND SILT FENCE LIMITS OF DISTURBANCE CONSTRUCTION ENTRANCE BIOROLL INLET PROTECTION A B C D E PH. 1 BMP QUANTITIES TABLE ROCK CONSTRUCTION ENTRANCE 1 EA. SILT FENCE ±900 LF BIOROLL ±215 LF INLET PROTECTION 6 EA. STOP9.0'18.5'24.0' 12.0'62.0'113.0'62.0'113.0'10.0'9.0'18.5'20.0'20.0'9.0' 24.0' MULTI TENANT BUILDING LOT 5 MULTI TENANT BUILDING LOT 6 24.0'24.0'24.0'24.0'PATIOPATIOENGLISH AVE20.0'20.0'20.0'20.0'10.0'FUTURE ACCESS LOT 6 = 1.69 ACRES OUTLOT D = 13.23 ACRES 236.0' 12.0' 12.0' TRASH ENCLOSURE LOT 5 = 1.30 ACRES C AA A A A A A C F F G G G G H H H H H H H I I I I I I I I L L L L L L L L L L L L L L L L L L L L D D EEE E E E I PREPARED FORSITE PLANC400ORCHARD PLACEPHASE IIHJ DEVELOPMENTAPPLE VALLEYMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.WILLIAM D. MATZEK, P.E.06/10/201045790DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16097500406/22/2022AS SHOWNACLMJBWDMBUILDING DATA SUMMARY AREAS - LOT 5 PROPOSED PROPERTY 1.3 AC BUILDING AREA 7,006 SF (12.3% OF TOTAL PROPERTY AREA) PROPERTY SUMMARY ORCHARD PLACE PHASE II TOTAL PROPERTY AREA 2.99 AC TOTAL DISTURBED AREA 2.23 AC ZONING SUMMARY EXISTING ZONING RETAIL BUSINESS PROPOSED ZONING RETAIL BUSINESS PARKING SETBACKS SIDE/REAR = 5' ROAD = 25' BUILDING SETBACKS FRONT = 50' SIDE = 15' REAR = 15' PROPOSED CURB AND GUTTER PROPERTY LINE SETBACK LINE PROPOSED STANDARD DUTY ASPHALT PROPOSED CONCRETE PAVEMENT PROPOSED CONCRETE SIDEWALK LEGENDKEYNOTE LEGEND CONCRETE SIDEWALK NOT USED MATCH EXISTING EDGE OF PAVEMENT/ CURB & GUTTER ACCESSIBLE CURB RAMP ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING AREA STRIPED WITH 4" SYSL @ 45° 2' O.C. STANDARD DUTY ASPHALT PAVEMENT LANDSCAPE AREA - SEE LANDSCAPE PLANS NOT USED NOT USED B612 CURB & GUTTER (TYP.) A B C D E F G H I J K L This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\AVR - Orchard Place\HJ Development - NW of English Ave\3 Design\CAD\PlanSheets\C4-SITE PLAN.dwg June 21, 2022 - 4:51pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONSITE PLAN NOTES 1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3.ALL INNER CURBED RADII ARE TO BE <3'> AND OUTER CURBED RADII ARE TO BE <10'> UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. 4.ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5.EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY PROBE ENGINEERING. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8.TOTAL LAND AREA IS 2.99 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 18.5' IN LENGTH UNLESS OTHERWISE INDICATED. NORTH AREAS - LOT 6 PROPOSED PROPERTY 1.69 AC BUILDING AREA 7,006 SF (9.5% OF TOTAL PROPERTY AREA) DDDSTOPDD ST-9 CONNECT TO STUB WITH DROP RE:946.83 IE:933.00 S IE:940.37 NW ST-7 CONNECT TO STUB RE:945.99 IE:932.16 SW IE:934.66 E ST-6 RE:944.68 IE:935.34 NE IE:937.70 SE IE:935.34 W ST-8 RE:944.50 IE:941.00 SE ST-4 RE:943.96 IE:937.40 N IE:937.40 S ST-5 RE:943.95 IE:936.76 N IE:936.76 SW ST-3 RE:943.46 IE:937.50 N IE:937.50 S ST-2 RE:943.29 IE:938.15 NE IE:938.15 NW IE:938.15 S ST-1 STUB IE:939.00 SW ST-10 ROOF DRAIN IE:939.21 S ST-11 BEND IE:938.84 N IE:938.84 SE ST-12 ROOF DRAIN IE:938.21 W ST-13 IE:938.04 E IE:938.04 NW 85 LF - 15" SD @ 1.00% 64 LF - 18" SD @ 1.00% 10 LF - 18" SD @ 1.00% 64 LF - 18" SD @ 1.00% 142 LF - 24" SD @ 1.00% 68 LF - 24" SD @ 1.00% 63 LF - 15" SD @ 1.00% 37 LF - 12" SD @ 1.00% 69 LF - 12" SD @ 1.00% 17 LF - 12" SD @ 1.00% 34 LF - 12" SD @ 1.00% MULTI-TENANT BUILDING FFE: 945.00945 944 944945945944945945945945 945 946 946 946946 9 4 6945 944 94694 6 94694594594 4945 944945ME:946.72 ME:946.43 ME:945.39 ME:943.43 ME:944.43 ME:946.36 ME:945.39 ME:945.39 ME:945.38 ME:945.25 ME:944.71 ME:945.09 ME:945.45 ME:945.92 G:944.22G:943.87 G:944.40 G:944.41 G:945.19 G:945.24 G:945.27 G:945.21 G:945.22 G:945.35 G:945.30 G:945.40 G:945.42 G:945.17 G:944.87 G:945.00 G:945.30 G:945.00 G:945.00 G:945.00 G:945.30 G:945.23 G:945.00 G:945.01 G:945.30 G:945.30 G:945.30 G:945.30 G:944.40G:944.41 G:944.50 G:944.28 G:944.79 G:944.53 G:944.67 G:943.96 G:944.44 G:944.65 G:945.04 G:944.58 G:944.87 G:945.18 G:945.24 G:945.29 G:944.67 G:945.09 G:945.58 G:945.72 G:944.46 G:944.43 G:944.11 G:944.85 G:944.78 G:944.26 G:943.93 G:943.93 G:943.78 G:944.05 G:944.05 T/G:945.30 T/G:945.30 T/G:945.00 T/G:945.10 T/G:944.57 T/G:944.90 T/G:944.56 T/G:944.38 T/G:944.00 T/G:943.99 T/G:944.22 T/G:944.91 T/G:944.90 944.42 944.16 945.92 945.92 945.92 945.92 944.97 944.95 944.94 944.93 944.96 944.96 944.96 944.96 944.10 944.11944.13 944.15 944.89 945.00945.00 945.00 945.00 946.00 945.70 946.00 946.00 946.00 945.50 945.50 945.24 944.41 944.55 944.60 944.48 944.46 4.52% 3.72% 2.37% 2.90 % 4.33% 3.34% 2.48% 1.06%1.49%1.79%1.82%1.97%1.46% 1. 3 7 %1.62%1.40%1.54%1.65%1.25%1.78%2.20%1. 6 9 % 2. 4 1% 1.42% 1 . 2 7%1.74%1.61%1.54%1.14% 1.77%1.94%1.58%1.46%2.27%1.15% 1.54%3.77%1. 3 7 % 2.80% 4.36%1.23%4.82%6.50% 1.16% 1.38% 1.86%4.75%2 . 3 1% 2.72% GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) GRADING LIMITS (TYP.) MULTI-TENANT BUILDING FFE: 946.00 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\AVR - Orchard Place\HJ Development - NW of English Ave\3 Design\CAD\PlanSheets\C5-GRADING PLAN.dwg June 21, 2022 - 4:51pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGRADING PLANC500ORCHARD PLACEPHASE IIHJ DEVELOPMENTAPPLE VALLEYMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.WILLIAM D. MATZEK, P.E.06/10/201045790DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16097500406/22/2022AS SHOWNACLMJBWDMNORTH GRADING PLAN NOTES 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF APPLE VALLEY, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2.CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3.STORM SEWER PIPE SHALL BE AS FOLLOWS: RCP PER ASTM C-76 HDPE: 0" - 10" PER AASHTO M-252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-1785 STORM SEWER FITTINGS SHALL BE AS FOLLOWS: RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4.CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 5.SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 7.CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 8.GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. 9.ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10.REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 11.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12.INSTALL A MINIMUM OF <4" CLASS 5> AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13.UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF <4" OF TOPSOIL>. 14.ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 16.MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17.CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 18.ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 19.ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 20.MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 21.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. 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 STOPMULTI-TENANT BUILDING FFE: 945.00 MULTI-TENANT BUILDING FFE: 946.00 SS-4 CONNECT TO STUB WITH DROP RE:944.81 IE:923.50 E IE:934.91 NW SS-7 IE:939.00 E SS-11 IE:939.00 E SS-8 GREASE TRAP IE:938.73 W SS-12 IE:938.57 W IE:938.57 NE SS-9 GREASE TRAP IE:938.45 E SS-13 IE:938.15 W IE:938.19 SW IE:938.15 E SS-1 IE:938.00 S SS-5 IE:938.00 S SS-2 GREASE TRAP IE:937.77 N SS-3 GREASE TRAP IE:937.49 SE SS-10 CONNECT TO EXISTING MH WITH DROP IE:937.43 W SS-6 WYE IE:937.23 NW IE:937.27 N IE:937.23 SE 12 LF - 6" PVC @ 2.00% 13 LF - 6" PVC @ 2.00% 116 LF - 6" PVC @ 2.00% 36 LF - 6" PVC @ 2.00% 13 LF - 6" PVC @ 2.00% 15 LF - 6" PVC @ 2.00% 22 LF - 6" PVC @ 2.00% 36 LF - 6" PVC @ 2.00% 19 LF - 6" PVC @ 2.00% ELECTRIC SERVICE TELECOMM SERVICE NATURAL GAS SERVICE 6" FIRE WATER SERVICE 2" DOMESTIC WATER SERVICE HYDRANT ASSEMBLY SPLIT WATER SERVICE AT DISTANCE OF 1.5 X THE HEIGHT OF THE BUILDING BEND CONNECT TO EXISTING WATER MAIN W/ TEE AND 6" GATE VALVE 6" GATE VALVE 2" VALVE 6" COMBINED WATER SERVICE CONNECT TO EXISTING WATER MAIN W/ TEE AND 6" GATE VALVE HYDRANT ASSEMBLY 6" COMBINED WATER SERVICE BEND BEND SPLIT WATER SERVICE AT DISTANCE OF 1.5 X THE HEIGHT OF THE BUILDING 2" VALVE 6" GATE VALVE ELECTRIC SERVICE TELECOMM SERVICE NATURAL GAS SERVICE 6" FIRE WATER SERVICE 2" DOMESTIC WATER SERVICE This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\AVR - Orchard Place\HJ Development - NW of English Ave\3 Design\CAD\PlanSheets\C6-UTILITY PLAN.dwg June 21, 2022 - 4:51pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORUTILITY PLANC600ORCHARD PLACEPHASE IIHJ DEVELOPMENTAPPLE VALLEYMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.WILLIAM D. MATZEK, P.E.06/10/201045790DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16097500406/22/2022AS SHOWNACLMJBWDMUTILITY PLAN NOTES 1.ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2.SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP 6" PVC SCHEDULE 40 PER ASTM D-1785 DUCTILE IRON PIPE PER AWWA C150 3.WATER LINES SHALL BE AS FOLLOWS: 6" AND LARGER, PVC C-900 PER ASTM D 2241 CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 4" AND LARGER DUCTILE IRON PIPE PER AWWA C150 SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PER ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 4.MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 5.ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 6.ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). 7.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES. 8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 9.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 10.TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS. 11.ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 12.EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 13.REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 14.CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF APPLE VALLEY AND/OR STATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16.CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18.CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19.BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20.ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21.ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. NORTH SANITARY SEWER MANHOLE STORM SEWER SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED LANDSCAPE KEYNOTESLANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EXISTING SHRUB (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED/ SOD EDGE (TYP.) ROCK MULCH (TYP.) SHREDDED HARDWOOD MULCH (TYP.) A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) SOD (TYP.) A B C D 2 - GOJ 9 - AWS 50 - KFG 50 - KFG 3 - GSL 15 - AWS 20 - SDO 20 - SDO 24 - KFG 1 - GSL 6 - GOJ 3 - PRC 20 - KFG 3 - PRC 9 - AWS 3 - PRC 6 - GOJ 25 - KFG 25 - WLC 5 - CAV 3 - TCA 3 - SGJ 20 - KFG 5 - TCA 3 - SGJ 25 - KFG 25 - WLC 3 - CAV 5 - TCA 3 - SGJ 5 - TCA 3 - KFG 50 - KFG 2 - GSL 8 - GOJ A A A A A A B B B B B BB B C C C C D DD D D D D 3 - PRC SSWR-108 RE:935.18 IE:922.86 N IE:923.02 W IE:923.02 E IE:922.69 S 140 LF - 12" PVC@ 0.22%30 LF - 8" PVC @ 2.08% SS-22 RE:924.37 IE:923.64 W 30 LF - 8" PVC @ 2.08% SSWR-107 RE:946.03 IE:922.38 N IE:922.71 E IE:922.38 S SSWR-109 RE:944.48 IE:923.25 S SS-32 RE:923.93 IE:923.20 W 24 LF - 8" PVC @ 2.08% STR-207 RE:940.14 IE:932.73 E IE:933.17 S IE:932.73 W STR-205 RE:939.86 IE:932.53 E IE:932.85 N IE:932.53 W STR-204 RE:938.99 IE:931.78 E IE:931.79 N IE:931.79 S IE:931.53 W STOPSTOP MULTI TENANT BUILDING LOT 5 MULTI TENANT BUILDING LOT 6 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\AVR - Orchard Place\HJ Development - NW of English Ave\3 Design\CAD\PlanSheets\L1-LANDSCAPE PLAN.DWG June 21, 2022 - 5:15pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPE PLANL100ORCHARD PLACEPHASE IIHJ DEVELOPMENTAPPLE VALLEYMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.MITCHELL G. COOKAS06/21/202256522DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16097500406/22/2022AS SHOWNATKATKMGCLANDSACPE YARD REQUIRED (ENGLISH AVE):15' LANDSCAPE YARD PROVIDED:SEE PLAN LANDSCAPE YARD REQUIRED (157TH ST. W):15' LANDSCAPE YARD PROVIDED:SEE PLAN LANDSCAPE ISLANDS REQUIRED:1,950 S.F. (2.00%) = 97,480 S.F. * 0.02) LANDSCAPE ISLANDS PROVIDED:2,890 S.F. ISLAND TREE PLANTINGS REQUIRED:20 - 2.5" CAL. TREES = (2,890 S.F. OF ISLAND AREA/150 S.F.) ISLAND TREE PLANTINGS PROVIDED:20 - 2.5" CAL. TREES CODE REQUIRES THAT THE TOTAL COST OF THE LANDSCAPING ON-SITE SHALL BE EQUAL TO 2.5% OF THE TOTAL CONSTRUCTION COST. LANDSCAPE SUMMARY NORTH This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\AVR - Orchard Place\HJ Development - NW of English Ave\3 Design\CAD\PlanSheets\L1-LANDSCAPE DETAILS.DWG June 21, 2022 - 4:52pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPEDETAILSL101ORCHARD PLACEPHASE IIHJ DEVELOPMENTAPPLE VALLEYMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.WILLIAM D. MATZEK, P.E.06/10/201045790DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16097500406/22/2022AS SHOWNXXXXXXXXXDOUBLE SHREDDED HARDWOOD MULCH NOTES: 2X ROOT BALL WIDTH SOD 4" TOPSOIL PREPARED PLANTING BED AND BACKFILL SOIL (THOROUGHLY LOOSENED) NOTES: 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. 3.REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS. 4.PLUMB AND BACKFILL WITH PLANTING SOIL. 5.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 6.BACK FILL VOIDS AND WATER SECOND TIME. 7.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 8.MIX IN 3-4" OF ORGANIC COMPOST. 1.SCARIFY SIDES AND BOTTOM OF HOLE. 2.PROCEED WITH CORRECTIVE PRUNING. 3.SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4.SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 5.BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 6.PLUMB AND BACKFILL WITH PLANTING SOIL. 7.WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 8.BACK FILL VOIDS AND WATER SECOND TIME. 9.PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10.FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. PLANTING SOIL ON CENTER SPACING AS STATED ON PLAN. EXTEND HOLE EXCAVATION WIDTH A MINIMUM OF 6" BEYOND THE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED TREE PLANTING DETAIL SCALE: N.T.S.L1011 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.L1012 MULCH 3/16" X 5" STEEL EDGER 12" STEEL EDGER SPIKE TURF/SOD SUBGRADE 12" STEEL EDGER SPIKE 3/16" X 5" STEEL EDGER4'MULCH TURF/SOD TOP OF EDGER TO BE FLUSH WITH SOD PLANSECTION STEEL EDGER DETAIL SCALE: N.T.S.L1013 1.CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5.CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6.ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8.PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLARE IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLARE. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLARE SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16.BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (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 NATURAL IN COLOR, OR APPROVED EQUAL. ROCK MULCH TO BE RIVER ROCK, 1 1/2" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 18.EDGING TO BE COMMERCIAL GRADE COL-MET (OR EQUAL) STEEL EDGING; 3/16" THICK x 5" TALL, COLOR BLACK, OR SPADED EDGE, AS INDICATED. STEEL EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH TOP OF EDGER AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19.ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BE SODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 20.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. SYSTEM SHALL INCLUDE A RAIN SENSOR AND APPROPRIATE TECHNOLOGY. 21.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 24.RAIN GARDEN NOTE: PROVIDE AND INSTALL EROSION CONTROL BLANKET AT RAIN GARDEN AREA SIDE SLOPES AFTER ALL PLANTING HAVE BEEN INSTALLED. BLANKET TO BE ONE SEASON GEOJUTE, MN/DOT CATEGORY 2 (STRAW 1S, WOOD FIBER 1S), OR APPROVED EQUAL. BLANKET TO BE OVERLAPPED BY 4" AND ANCHORED BY SOD STAPLES. PLACE BLANKET PERPENDICULAR TO THE SLOPE. TRENCH IN EDGES OF BLANKET AREA TO PREVENT UNDER MINING. PROVIDE SILT FENCE AT TOP OF SLOPE AS NEEDED. SHREDDED HARDWOOD MULCH TO MATCH OTHER PROJECT PLANTING MULCH. PLACE 4" DEPTH OF MULCH AT ALL PLANTING AND EROSION CONTROL BLANKET AREA (NO FILTER FABRIC). SEE RAIN GARDEN DETAIL FOR FURTHER INFORMATION. RAIN GARDEN TO PROVIDE PROPER INFILTRATION AND DRAINAGE REQUIREMENTS PER ENGINEERS APPROVAL. 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 RECITES 4” IN HEIGHT. WEED PLANTING BEDS AND MULCH SAUCERS AT MINIMUM ONCE A MONTH DURING THE GROWING SEASON. PROVIDE A MONTHLY REPORT TO THE OWNER ON WEEDING AND OTHER MAINTENANCE RESPONSIBILITIES. 26.SEE ELECTRICAL PLANS FOR SITE LIGHTING. 27.OWNER AND ARCHITECT TO CONFIRM SITE FURNISHES SUCH AS BENCHES, TABLES AND CHAIRS, AND TRASH/RECYCLING RECEPTACLES. LANDSCAPE NOTES BRK-1 EXTERIOR MATERIALS LEGEND STN-2 EIFS-1 MTL-1STN-1 CULTURED STONE OR BRICK TO BE SIMILAR TO EXISTING BUILDINGS AT LOT 4 CULTURED STONE OR BRICK TO BE SIMILAR TO EXISTING BUILDINGS AT LOT 4 CULTURED STONE OR BRICK TO BE SIMILAR TO EXISTING BUILDINGS AT LOT 4 DRYVIT OUTSULATION SYSTEM, COLOR: BRITE WHITE #120, TEXTURE: SANDPEBBLE FINE BREAK METAL, COLOR: DARK BRONZE MTL-2 ACM PANEL: ALUCOBOND, COLOR: DARK BRONZE ANODIZED OR EQUAL EPT-1 BENJAMIN MOORE, COLOR: CUPCAKE 2099-20STN-3 CULTURED STONE OR BRICK TO BE SIMILAR TO EXISTING BUILDINGS AT LOT 4 MTL-3 RIBBED METAL PANEL, COLOR: DARK BRONZE ANODIZED OR EQUAL WALL SCONCE: LUMEN ART - AWL .72, 4 1/2" TALL, COLOR: BLACK SCUPPER AND RAIN LEADER COLOR: DARK BRONZE 1ST LEVEL 100' - 0" T.O. PARPET - LOW 120' - 2 1/2" 1 2 3 T.O. PARAPET - MID 122' - 0"BRK-1 EIFS-1STN-2 STN-1 T.O. PARAPET - HIGH 125' - 0" MTL-2 MTL-2 STN-1 STN-2 EIFS-1 MTL-2STN-1 CJ CJ 3/4" REVEALS, TYP. 1ST LEVEL 100' - 0" T.O. PARPET - LOW 120' - 2 1/2" A B C D E F T.O. PARAPET - MID 122' - 0" B.O. JOIST BEARING - LOW 115' - 3" MTL-2 EIFS-1 BRK-1 STN-2 STN-1WALL PACK TYP. EFIS-1 EPT-1 EPT-1 EPT-1 EPT-1 SIGNAGE BY OTHERS STN-2 STN-1 PVC PIPE PVC PIPE PVC PIPE STN-2 CJ CJ CJ CJ 1ST LEVEL 100' - 0" B.O. JOIST BEARING 116' - 6" T.O. PARPET - LOW 120' - 2 1/2" ABCDEF T.O. PARAPET - MID 122' - 0" MTL-2STN-1EIFS-1 EIFS-1 STN-2 STN-1 MTL-2 STN-2 STN-1 EIFS-1 EIFS-1 WALL SCOONCE TYP. DRIVE-THRU CANOPY CL EFIS-1 SIGNAGE BY OTHERS T.O. PARAPET - HIGH 125' - 0" EIFS-1 BRK-1 STN-2 STN-1 WALL SCONCE, TYP. 3/4" REVEAL TYP. MTL-2 CJ CJ CJ CJ 1ST LEVEL 100' - 0" T.O. PARPET - LOW 120' - 2 1/2" 123 STN-2 MTL-2 EIFS-1 STN-2 STN-1 MTL-2 MTL-2 EIFS-1 STN-1 CANOPY LIGHT WALL SCOONCE, TYP. BRK-1 W8 T.O. PARAPET - HIGH 125' - 0" SIGNAGE BY OTHERS CJ MTL-2 CJ CJ DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATIONARCHITECTPROJECT NAMETHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. COMPUTER DIRECTORY:SHEET DESCRIPTIONNOT FOR CONSTRUCTIONC:\Revit Projects\19295_Orchard Place Bldg P_jjohnson@mohagenhansen.com.rvtA300 K. KAPLAN/T.MOHAGEN B.BAILEY 06-21-2022 19295.0HJD K/ORCHARD PLACE/ CITY SUBMITTAL ORCHARD PLACE - LOT 6 NEW CONSTRUCTION ORCHARD PLACE - LOT 6 APPLE VALLEY, MN 55124 EXTERIOR BUILDING ELEVATIONS 3/16" = 1'-0"A300 2 WEST ELEVATION 3/16" = 1'-0"A300 4 SOUTH ELEVATION 3/16" = 1'-0"A300 1 NORTH ELEVATION 3/16" = 1'-0"A300 3 EAST ELEVATION NO. DESCRIPTION DATE 6 CITY SUBMITTAL 06-21-2022 BRK-1 EXTERIOR MATERIALS LEGEND STN-2 EIFS-1 MTL-1STN-1 CULTURED STONE OR BRICK TO BE SIMILAR TO EXISTING BUILDINGS AT LOT 4 CULTURED STONE OR BRICK TO BE SIMILAR TO EXISTING BUILDINGS AT LOT 4 CULTURED STONE OR BRICK TO BE SIMILAR TO EXISTING BUILDINGS AT LOT 4 DRYVIT OUTSULATION SYSTEM, COLOR: BRITE WHITE #120, TEXTURE: SANDPEBBLE FINE BREAK METAL, COLOR: DARK BRONZE MTL-2 ACM PANEL: ALUCOBOND, COLOR: DARK BRONZE ANODIZED OR EQUAL EPT-1 BENJAMIN MOORE, COLOR: CUPCAKE 2099-20STN-3 CULTURED STONE OR BRICK TO BE SIMILAR TO EXISTING BUILDINGS AT LOT 4 MTL-3 RIBBED METAL PANEL, COLOR: DARK BRONZE ANODIZED OR EQUAL WALL SCONCE: LUMEN ART - AWL .72, 4 1/2" TALL, COLOR: BLACK SCUPPER AND RAIN LEADER COLOR: DARK BRONZE 1ST LEVEL 100' - 0" T.O. PARPET - LOW 120' - 2 1/2" 1 2 3 T.O. PARAPET - MID 122' - 0"BRK-1 EIFS-1STN-2 STN-1 T.O. PARAPET - HIGH 125' - 0" MTL-2 MTL-2 STN-1 STN-2 EIFS-1 MTL-2STN-1 CJ CJ 3/4" REVEALS, TYP. 1ST LEVEL 100' - 0" T.O. PARPET - LOW 120' - 2 1/2" A B C D E F T.O. PARAPET - MID 122' - 0" B.O. JOIST BEARING - LOW 115' - 3" MTL-2 EIFS-1 BRK-1 STN-2 STN-1WALL PACK TYP. EFIS-1 EPT-1 EPT-1 EPT-1 EPT-1 SIGNAGE BY OTHERS STN-2 STN-1 PVC PIPE PVC PIPE PVC PIPE STN-2 CJ CJ CJ CJ 1ST LEVEL 100' - 0" B.O. JOIST BEARING 116' - 6" T.O. PARPET - LOW 120' - 2 1/2" ABCDEF T.O. PARAPET - MID 122' - 0" MTL-2STN-1EIFS-1 EIFS-1 STN-2 STN-1 MTL-2 STN-2 STN-1 EIFS-1 EIFS-1 WALL SCOONCE TYP. DRIVE-THRU CANOPY CL EFIS-1 SIGNAGE BY OTHERS T.O. PARAPET - HIGH 125' - 0" EIFS-1 BRK-1 STN-2 STN-1 WALL SCONCE, TYP. 3/4" REVEAL TYP. MTL-2 CJ CJ CJ CJ 1ST LEVEL 100' - 0" T.O. PARPET - LOW 120' - 2 1/2" 123 STN-2 MTL-2 EIFS-1 STN-2 STN-1 MTL-2 MTL-2 EIFS-1 STN-1 CANOPY LIGHT WALL SCOONCE, TYP. BRK-1 W8 T.O. PARAPET - HIGH 125' - 0" SIGNAGE BY OTHERS CJ MTL-2 CJ CJ DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATIONARCHITECTPROJECT NAMETHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. COMPUTER DIRECTORY:SHEET DESCRIPTIONNOT FOR CONSTRUCTIONC:\Revit Projects\19295_Orchard Place Bldg P_jjohnson@mohagenhansen.com.rvtA300 K. KAPLAN/T.MOHAGEN B.BAILEY 06-21-2022 19295.0HJD K/ORCHARD PLACE/ CITY SUBMITTAL ORCHARD PLACE - LOT 5 NEW CONSTRUCTION ORCHARD PLACE - LOT 5 APPLE VALLEY, MN 55124 EXTERIOR BUILDING ELEVATIONS 3/16" = 1'-0"A300 2 WEST ELEVATION 3/16" = 1'-0"A300 4 SOUTH ELEVATION 3/16" = 1'-0"A300 1 NORTH ELEVATION 3/16" = 1'-0"A300 3 EAST ELEVATION NO. DESCRIPTION DATE 6 CITY SUBMITTAL 06-21-2022 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 :J uly 20, 2022 S E C T I O N:Other Business Description: Orchard P lace Flex B usiness S ketch P lan S taff Contact: Thomas J . L ovelace, City P lanner Department / Division: Community Development Department Applicant: HJ Development, L L P and Rockport, L L C P roject Number: N/A Applicant Date: 60 Days: 120 Days: AC T I O N RE Q UE S T E D: No official action is needed. T he owner wishes to receive feedback concerning the proposed project. It is recommended that the Planning C ommission not state specifically whether or not they would approve or deny the request, but rather, identify the specific zoning questions or issues they might have with the proposed project. S UM M ARY: For your review and comment is a sketch plan request to subdivide 68.57 acres into two lots and four areas labeled as outlots. T he two lots will be used for construction of two 208,000- sq. ft. flex business buildings and associated parking. Outlots A, B, and C will be used for storm water management, and Outlot D will be for future development. T he development area is bounded by future 152nd Street West on the north, future extension of English Avenue on the east, 155th Street West to the south and the future extension of J ohnny Cake Ridge Road on the west. Multiple driveways are proposed to provide access to the development site. T hey include one driveway from 155th Street West, a collector street, two off English Avenue, a local street and two off 152nd Street West, which is also a local street. Any formal application shall include a traffic analysis that provides, at a minimum, the number of trips generated by any proposed uses and the distribution of those trips. T he 2040 C omprehensive Plan guides this property "Mixed Business C ampus", which is a designation intended for a variety of high-intensity employment uses that include general and corporate offices, office campus, office with light industrial, biomedical manufacturing, health care, and health care training. T he property is currently zoned for sand and gravel mining operations, and any development on the subject property will require a rezoning, consistent with the comprehensive plan designation. No public utilities are currently available to the the site. Approval of any project on the subject property will require the extension of sanitary sewer and watermain, and construction of a storm water infrastructure, which includes sewer lines and ponding. B AC K G RO UND: Comprehensiv e P lan: T he subject property is currently guided "MBC " (Mixed Business Campus) on the 2040 C omprehensive Plan Land Use Map. Mixed Business C ampus areas are intended to be high-quality settings for office campus, office with light industrial, office with biomedical manufacturing, health care facilities, health care training, general office, corporate office, and other higher-intensity employment uses. Mixed retail and commercial service uses that serve the campus and adjacent neighborhoods will be limited in area and to activities that support the employment objectives of the "MBC ". Some examples of supportive uses include lodging, restaurants, daycare, banking, and other retail uses that may support the campus directly as well as adjacent neighborhoods. Such uses should generally be located along County Road 42. T he mix of uses in the "MBC" district includes the following: 55 – 65% office 0 – 20% light industry/manufacturing 10% office warehouse/showroom 5% commercial and retail uses T he Mixed Business C ampus is distinguished from Mixed Use by its economic development focus, higher intensity uses, and lower residential yield. Zoning: T he property is currently zoned "SG" (Sand and Gravel). T he purpose of this zoning classification designation is to establish and regulate the locations, orderly approval process for the removal of sand, gravel, rock and soil, and the operating conditions under which sand and gravel extraction and processing will be allowed in the C ity. It also establishes conditions that will insure the restoration of mined areas consistent with existing and planned land use patterns. Once the mining process has been concluded, properties within this zoning district will be rezoned for future development. T he proposed flex business is not listed as a permitted or conditional use. T herefore, a rezoning of the property to "MU-BC" (Mixed Use - Business C ampus) shall be required. T his will be a new zoning classification that will be for higher-intensity employment uses and limited commercial and residential uses, in a campus setting that will provide a high level of amenities including landscaping, pedestrian trails and plazas, architectural controls and other features that enhance the public domain. Site P lan: T he subject property is part of an existing 300-acre sand and gravel mining operation, which is bounded by C S A H 42 to north, Pilot Knob Road to the east, 155th Street West, Orchard Place, Quarry Ponds and Regatta residential developments to the south; and Flagstaff Avenue to the west. Several acres that were part of the mining operation have redeveloped for residential and retail/commercial uses. T he site plan shows the creation of two lots and four outlots. Each lot would have a 208,000-sq. ft. building and surface parking. Access would be via 155th Street West, an existing roadway, and 152nd Street West and English Avenue, two future roadways. T he buildings are oriented so that the rear of the buildings will face each other. T his will allow the buildings to share access and vehicle maneuvering area for the loading docks. T he rear property lines of the two lots run down the center receiving area, the 155th Street West driveway and the east driveway along 152nd Street West. T herefore, a cross access and parking agreement shall be required. T he site plan shows a storm water pond along the south side of the buildings, and identifies a future storm water ponding area to the west of the west building. A master plan for the sand and gravel mining area shows the location of future ponds in this area. T he ponds should be designed and generally located in the areas identified on the master plan and should be constructed as an amenity. T his would include construction of trails around the ponds that provide that will provide access to the amenity as well as access for maintenance purposes. T he C ity's Civil Engineer has reviewed the site plan and her comments are included in the attached memo. Traffic circulation patterns and ingress and egress to the site shall be designed so as to not have an adverse impact on existing adjacent uses to the south and future uses to the north, east and west. A traffic report shall be prepared that identifies the development's proposed trips that will be generated, their distribution and impacts to public roadways. Grading P lan: Grading will be done to prepare the site for development. T his will include the excavation of the area for the purpose of installing a large storm water ponding areas. Site grading shall occur in conformance with a final grading plan to be submitted for review and approval prior to issuance of any City permits for the proposed development. Elev ation Drawings: No elevation plans have been submitted with this sketch plan request. C ommercial buildings shall 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 roof-top finishes shall preclude the use of exposed or plated metal; any metal surface shall be coated or anodized with a non- reflective, glare-free finish. All exterior finishes shall be integrally colored, no painted finish shall be allowed. Also, all exterior vertical exterior surfaces shall be treated as a front and have an equally attractive finish. Landscape P lan: No landscape plan has been submitted with this request. Any development on this site shall meet landscape requirements within the C ity’s zoning ordinance as well as any specific performance standards that may be established in the "MU- BC " zoning district. Landscaped islands shall be provided in parking lots containing more than 25 parking stalls. Total area of islands shall be at least 5% of the parking lot area, except that no island shall be less than the size of a standard parking stall. Islands shall be surrounded by a concrete curb and provided with a weed retardant mesh or plastic sheeting. Islands shall be planted with a minimum 2½-inch diameter tree at the rate of one tree per 150 square feet of island area. Av ailability of Municipal Utilities: Sanitary sewer and watermain line to serve the building will need to be extended to the site. Utility construction shall occur in conformance with a final utility plan to be submitted for review and approval by the City Engineer prior to issuance of any City permits. A bituminous pathway currently exists along the north side of 155th Street West. Sidewalks will be constructed along English Avenue and 152nd Street West. Sidewalk connections from the buildings to the sidewalks/paths along any public street. As mentioned previously, pathways shall be constructed adjacent to the storm water management areas and those paths should connect to the existing pathway and future sidewalks along the public roadways. Street Classifications/Accesses/Circulation: T he site abuts 155th Street West to the south, which is classified as a Minor C ollector. English Avenue will be extended north and intersect with future 152nd Street West. 152nd Street will extend from a 3/4 intersection located along Pilot Knob Road to the east to future J ohnny C ake Ridge Road to the west. T he proposed alignment has been modified from what has appeared on previous plans. T he C ity Engineer has some issues with the proposed modification and will work on an alignment that is beneficial to the to the City and developer. T he proposed alignment of 152nd Street West is shown on Plan 2021-119: Area A of the Mixed Use Business Campus plan that was prepared for the C ity by Bolten & Menk. T his layout provides additional land area in the northeast quadrant that could be used by someone that might want to take down the property for a signal use. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Correspondence Memo Site P lan L ocation Map Comp Plan Map Z oning Map Site P lan Site P lan kimley-horn.com 767 Eustis Street, Suite 100, St. Paul, MN 55114 651-645-4197 MEMORANDUM To: City of Apple Valley Planning Commission From: William D. Matzek, P .E., Kimley-Horn Chris Moe, HJ Development Date: June 22, 2022 Subject: HJ Development – Orchard Place Preliminary Sketch Plan Narrative NW Corner of English Ave. and 155th St. W. HJ Development , LLP is proposing a multi-phase development located at the northwest corner of English Ave. and 155th Street W. intersection. The first phase of the development is planned for approximately 21.8 acres . At this time, HJ Development, LLP is submitting the attached preliminary sketch plans for input from the City Planning Commission. The proposed first phase of the development will construct 2 speculative flex buildings on the site. These buildings may include office, light manufacturing and/or warehousing space (see the preliminary sketch for approximate layout and overall square footage). Site development will also include construction of stormwater management, new sidewalks, parking, landscaping, utilities, and lighting to support the proposed buildings. Curb cuts along the proposed English Ave. as well as a curb cut along 155th St. W, and future curb cuts along 152nd St. W will be utilized for access. The development will connect to sanitary and water services which will be constructed within English Ave. Stormwater will discharge to the proposed regional pond to the west of the development where it will meet the rate, volume, and treatment requirements of the City and Minnesota Pol lution Control Agency. Please contact me at (651) 643-0497 if you have any questions. Sincerely, KIMLEY -HORN AND ASSOCIATES, INC. William D. Matzek, P.E. Senior Vice President CITY OF MEMO Public Works TO: Tom Lovelace, Planner FROM: Jodie Scheidt, PE, Civil Engineer DATE: July 14, 2022 SUBJECT: Orchard Place Flex Business Sketch Plan Review per plan submitted 6/07/2022 General 1. All work and infrastructure within public easements or right of way shall be to City standards. 2. Provide a narrative of how the buildings will be constructed and any impacts. The narrative shall include the following: a. Shoring (if applicable) b. Material Storage. c. Haul routes to and from the site. d. Phasing 3. No construction work shall begin prior to a preconstruction meeting conference with a Public works and a Building Inspections representative. 4. Public Work Department (952-953-2400) shall be notified a minimum of 48 hours for any required water main shut downs and/or connections. 5. All work and infrastructure within public easements or right of way shall be to City standards. 6. Public Work Department (952-953-2400) shall be notified a minimum of 48 hours for any required water main shut downs and/or connections. Permits 7. Provide a copy of the executed Minnesota Department of Health, Minnesota Pollution Control Agency, Met Council, Department of Labor and any other required permits prior to construction. 8. Department of Labor and Industry (DOLI) shall review private utilities. 9. A right of way permit will be required for all work within public easements or right of way. 10. A Natural Resource Management Permit (NRMP) will be required prior to any land disturbing activity commences. 11. Since the site will be disturbing more than 1 acre and creating more than 1 acre of new impervious. The applicant will be subject to the requirements of the State NPDES Construction Stormwater Permit. The applicant must provide proof of permit. Site 12. Provide Auto turn drawing utilizing Apple Valley emergency vehicle to ensure adequate emergency and service vehicle circulation to and from the building. 13. Provide traffic impact study showing anticipated trips and distribution of traffic for determination of access needs and impacts to adjacent roadways. 14. The future road (152nd Street) should be moved so that there is at least 1,000 ft between the intersections on Johnny Cake Ridge Road. (See attached diagram for the proposed layout.) Storm Sewer, Grading. Drainage, and Erosion Control 15. The MPCA recommends that pretreatment basins be construction upstream of the main stormwater pond. Provide a revised ponding layout showing these pre-treament basins. (See the attached diagram showing the original pond layout) 16. Final locations and sizes of Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. 17. Storm sewer calculations for storm water requirements. (Rational method including Hydraulic grade lines) will need to be provided. 18. Submit a Storm water Management Checklist. The checklist can be found on the City’s website at https://www.cityofapplevalley.org/DocumentCenter/View/16258/Project- Submittal-Checklist_Fillable 19. The site is located within the Vermillion River Watershed. The Vermillion River main stem, tributaries, and several lakes are currently listed as impaired for Excess Nutrients. 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:  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).  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.  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.  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.  Policy 6.5 of SWMP: Ensure there is 3 feet of separation from the bottom of the infiltration basins and the seasonally saturated soils. 20. In accordance with SWMP policy 1.5, the city requires that new development and redevelopment activities do not increase peak runoff rates relative to pre-project runoff rates for the 1-year, 2-year, 10-year and 100-year critical storm event. The City may impose more stringent rate control requirements if the capacity of the downstream system is limited. 21. City Ordinance 152.55(B): Maintenance agreement for the proposed storm water management areas will be required and must be recorded. 22. City Ordinance 155.350(C): Maximum impervious surface will be limited, see ordinance for more information. Sanitary Sewer and Water main 23. Final locations and sizes of sanitary sewer and water main shall be reviewed with the final construction plans and approved by City Engineer. FLEX BUSINESS BUILDING #2208,000 S.F.3547 PARKING STALLSFLEX BUSINESS BUILDING #1208,000 S.F.318 PARKING STALLSSTORMWATER MANAGEMENT AREA EXISTING STORMWATER MANAGEMENT AREA 155TH STREET ROW 152ND STREET ROW LOT 1 ±11.39 ACRES LOT 2 ±10.40 ACRES PILOT KNOB ROAD ROWOUTLOT B ±6.43 ACRES FUTURE STORMWATER MANAGEMENT AREA FUTURE JOHNNY CAKE RIDGE ROWFUTURE DEVELOPMENT ±12.06 ACRES OUTLOT A ±2.04 ACRES FUTURE DEVELOPMENT ±31.83 ACRES OUTLOT C ±9.88 ACRES OUTLOT D ±28.43 ACRES FUTURE DEVELOPMENT 800.0'260.0'800.0'260.0'190.0' SHEET NO. DRAWN BY: DATE: NORTH NORTH OF 155TH SKETCH PLAN ORCHARD PLACE PREPARED FOR: HJ DEVELOPMENT ACL 06/07/2022 EX-1 PROPERTY SUMMARY EXISTING ZONING SG - SAND AND GRAVEL PROPOSED ZONING RB - RETAIL BUSINESS LOT 1 BUILDING AREA ±208,000 SF LOT 1 REQUIRED PARKING 312 SPACES LOT 1 PROPOSED PARKING 318 SPACES LOT 1 AREA ±11.39 ACRES LOT 2 BUILDING AREA ±6,000 SF LOT 2 REQUIRED PARKING 15 SPACES LOT 2 PROPOSED PARKING 23 SPACES LOT 2 AREA ±10.40 ACRES OUTLOT A AREA ±2.04 ACRES OUTLOT B AREA ±6.43 ACRES OUTLOT C AREA ±9.88 ACRES OUTLOT D AREA ±28.43 ACRES I T E M: 6.B. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E :J uly 20, 2022 S E C T I O N:Other Business Description: Review of Upcoming S chedule and Other Updates S taff Contact: B reanna Vincent, Department Assistant Department / Division: Community Development Department AC T I O N RE Q UE S T E D: N/A S UM M ARY: Next P lanning Commission Meetings: Wednesday, August 3 , 2022 - 7:00 p.m. Public hearing applications due by 9:00 a.m. on Wednesday, J uly 6, 2022. Site plan, variance applications due by 9:00 a.m. on Wednesday, J uly 20, 2022. Wednesday, August 17, 2022 - 7:00 p.m. Public hearing applications due by 9:00 a.m. on Wednesday, J uly 20, 2022. Site plan, variance applications due by 9:00 a.m. on Wednesday, August 3, 2022. Next City Council Meetings: T hursday, J uly 28, 2022 - 7:00 p.m. T hursday, August 11, 2022 - 7:00 p.m. B AC K G RO UND: N/A B UD G E T I M PAC T: N/A