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08/03/2022 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. August 3, 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 uly 20, 2022 Regular Meeting 4.Public Hearings 5.Land Use / Action Items 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 site plan building permits for two 7,006-sq. ft. commercial retail buildings. LO C AT IO N: Southwest Corner of 155th Street West and English Avenue A PPLIC A N T: HJ Development, LLP and Rockport, LLC B.Fire Station No. 2 Site Plan and Building Permit Authorization 1. A finding of conformance to the Comprehensive Plan for the redevelopment of Fire Station No. 2. 2. Recommend a 1% building coverage variance where a maximum building coverage of 20% is permitted and a building coverage of 21% is proposed. 3. Recommend a maximum height variance of 2’ where 40’ is permitted and a maximum of 42’ is proposed. 4. Recommend an 8' parking setback variance from the eastern property line. 5. Recommend a Site Plan and Building Permit Authorization for a 30,111 sq. ft. fire station at 13995 Galaxie Ave. LO C AT IO N: 13995 Galaxie Ave A PPLIC A N T: Apple Valley Fire Department 6.Other Business A.Review of Upcoming Schedule and Other Updates Planning Commission - Wednesday, August 17, 2022 - 7:00 p.m. Planning Commission - Wednesday, September 7, 2022 - 7:00 p.m. C ity Council - T hursday, August 11, 2022 - 7:00 p.m. C ity Council - T hursday, August 25, 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:A ugust 3, 2022 S E C T I O N:Consent A genda Description: A pprove Minutes of J uly 20, 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 uly 20, 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 July 20, 2022 1.CALL TO ORDER The City of Apple Valley Planning Commission Meeting was called to order by Chair Kurtz at 7:00 p.m. Members Present: Jodi Kurtz, Keith Diekmann, Paul Scanlan, David Schindler, Phil Mahowald, Becky Sandahl and Jeff Prewitt Member(s) Absent: None City staff members attending: Community Develo pment Director Bruce Nordquist, City Planner Tom Lovelace, Civil Engineer Jodie Scheidt, City Attorney Brian Wisdorf, and Department Assistant Breanna Vincent. 2.APPROVAL OF AGENDA Chair Kurtz asked if there were any changes to the agenda. MOTION: Commissioner Schindler moved, seconded by Commissioner Scanlan, approving the agenda. Roll call vote: Ayes - 7 – Nays - 0. 3. CONSENT ITEMS MOTION: Commissioner Schindler moved, seconded by Commissioner Scanlan, approving the minutes of the meeting of June 15, 2022. Roll call vote: Ayes – 5 – Nays – 0 – AB - 2. 4.PUBLIC HEARING A.Orchard Place 5th Addition Chair Kurtz opened the public hearing. Planner Lovelace presented the staff report. Commissioner Diekmann asked if the buildings are the same size. Planner Lovelace said both are 7,006 sq. ft. buildings. Commissioner Scanlan asked if there was ample parking so that the easement issue could be accommodated if the building footings need to be moved. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes July 20, 2022 Page 2 of 3 Planner Lovelace stated that there may be some other options such as reducing the building size and the applicant will explore other options further. Commissioner Scanlan asked where the trash enclosures would be located. Planner Lovelace showed that the enclosures are located on the western side of the parking lot and that auto-turn plans were going to be provided to show maneuverability for deliveries and trash pickup. Commissioner Scanlan pointed out that the back side of the buildings would be visible and it would be preferred that some architectural design aspects be considered. Planner Lovelace responded that the building exteriors will have similar materials. Chair Kurtz asked if there were patios. Planner Lovelace stated that there are patios and they are located on the west side of lot 5 and the east side of lot 6. Chris Moe (HJ Development) was present for questions. Chair Kurtz asked if there were any other comments or questions. With no further comments, Chair Kurtz closed the public hearing. 5. LAND USE No land use items. 6. OTHER BUSINESS A. Orchard Place Flex Business Sketch Plan Planner Lovelace presented the staff report. Chris Moe (HJ Development) provided additional information on the project. Will Matzek (Kimley-Horn) also provided information on the project. Commissioner Schindler stated he would be curious to see how the ponding areas will be turned into an amenity and what the applicant would be envisioning. Mr. Matzek stated there would likely be some type of walking paths so that the employees and visitors could take advantage of. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes July 20, 2022 Page 3 of 3 Commissioner Mahowald agreed with Commissioner Schindler. Chair Kurtz asked if there was a risk with building before they have tenants. Mr. Moe stated there is always a risk but it has always played out well and the risk is rather low. There is not a lot of vacancy for warehouse space currently. B. Review of Upcoming Schedule and Other Updates The next Planning Commission meeting is Wednesday, August 3, 2022, 7:00 p.m. The next City Council meeting is Thursday, July 28, 2022, 7:00 p.m. 7. ADJOURNMENT Chair Kurtz asked for a motion to adjourn. MOTION: Commissioner Schindler moved, seconded by Commissioner Scanlan, to adjourn the meeting at 7:50 p.m. Roll call vote: Ayes – 7 – Nays – 0. Respectfully submitted, ______________________________________ Breanna Vincent, Planning Department Assistant Approved by the Apple Valley Planning Commission on 8/3/2022 . Jodi Kurtz, Chair I T E M: 5.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:A ugust 3, 2022 S E C T I O N:L and Use / Action I tems 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: If the Planning C ommission concurs, staff is recommending the following action: Recommend approval of the replat of Outlot D, Orchard Place 2nd Addition into the Orchard Place 5th Addition preliminary plat, subject to the following conditions: 1. T he final plat shall be as shown on the preliminary plat, dated J uly 22, 2020, configured to have two (2) lots and one (1) outlot; and the plat shall be filed for record with Dakota County Recorder prior to the issuance of any building permit(s). 2. Dedication on the final plat of drainage and utility easements within the plat sufficient to serve all lots, either as defined or blanket easements. 3. Park dedication requirements shall be satisfied in accordance with Section 153.29 of the City C ode. 4. Dedication of one foot (1') wide easements restricting direct private street/driveway access to 155th Street West except at locations approved by the City. 5. Dedication of a 30-foot wide easement over a section of the storm sewer line located across Lot 2 and the portion of that sewer line in Outlot A that intersects with the existing storm sewer line in that outlot. 6. Installation of a public (or private) street lighting system constructed to City and Dakota Electric Association standards . 7. All lots and outlot are required to have access for ingress/egress to a public street. Easement(s) necessary to provide access are required to be submitted and approved by the City Attorney prior to C ity Council approval of the final plat. Recommend site plan/building permit authorization approval for a 7,006-sq. ft. multi-tenant commercial building on property on Lot 1, Block 1, Orchard Place 5th Addition subject to: 1. Issuance of a building permit shall be subject to the approval and recording of the Orchard Place 5th Addition. 2. Issuance of a building permit shall be subject to the recording of a cross access and parking agreement that allows all the lots and outlot within Orchard Place 5th Addition access to all internal streets and parking areas contained within the development. 3. Construction shall occur in conformance with the site development plans dated J uly 26, 2022; subject to installation of sidewalk connections from the front of the building to the sidewalk along the west side of English Avenue and the extension of the curb up to the existing curb along 155th Street West. 4. Construction shall occur in conformance with the landscape plan dated J uly 26, 2022. 5. Submittal of 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. 6. All landscaped areas shall be provided with automatic irrigation. 7. Construction shall occur in conformance with the building elevation plans submitted on J uly 20, 2022. 8. All necessary mechanical protrusions visible to the exterior shall be screened or handled in accordance with Section 155.346 (3) (a) (b) of the City C ode. 9. A fence shall be installed around the perimeter of the outdoor dining area. A fencing plan shall be submitted and approved by City staff prior to issuance of a building permit. 10. A bicycle rack in front of the building at a location that will not impede use of any sidewalk. Recommend site plan/building permit authorization approval for a 7,006-sq. ft. multi-tenant commercial building on property on Lot 2, Block 1, Orchard Place 5th Addition subject to: 1. Issuance of a building permit shall be subject to the approval and recording of the Orchard Place 5th Addition. 2. Issuance of a building permit shall be subject to the recording of a cross access and parking agreement that allows all the lots and outlot within Orchard Place 5th Addition access to all internal streets and parking areas contained within the development. 3. Construction shall occur in conformance with the site development plans dated J uly 26, 2022; subject to installation of sidewalk connections from the front of the building to the sidewalk along the west side of English Avenue. 4. Construction of the drive-through window service lane shall occur upon approval of a conditional use permit for a C lass II restaurant or drive-through window in conjunction with a C lass III restaurant. 5. Construction shall occur in conformance with the landscape plan dated J uly 26, 2022. 6. Submittal of 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. 7. All landscaped areas shall be provided with automatic irrigation. 8. Construction shall occur in conformance with the building elevation plans submitted on J uly 20, 2022. 9. No portion of the building/structure shall be located in any public and drainage and utility easement. 10. All necessary mechanical protrusions visible to the exterior shall be screened or handled in accordance with Section 155.346 (3) (a) (b) of the City C ode. 11. A fence shall be installed around the perimeter of the outdoor dining area. A fencing plan shall be submitted and approved by City staff prior to issuance of a building permit. 12. A bicycle rack in front of the building at a location that will not impede use of any sidewalk. 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 a 7,006-sq. ft. commercial retail building on both Lots 1 and 2. T he original request included an application for approval of a conditional use permit (C UP) for a restaurant use. T he applicant has withdrawn their C UP request at this time because they are unable to identify whether it will be a Class II restaurant or a C lass III restaurant with a drive-through window. 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 Convenience 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 Comprehensive 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. Conditional Use P ermit: A request for a conditional use permit (C UP) was part of their original application. At this time, the applicant has not been able to identify if it will be a Class II (fast food) or C lass III (neighborhood) restaurant, therefore they have withdrawn the C UP request. P reliminary P lat: T he applicant is proposing to subdivide an existing 16.22-acre outlot (Outlot D, Orchard Place 2nd Addition) 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 revised preliminary plat shows a new 28-foot wide drainage and utility easement over a portion of the storm sewer in Lot 2 and Outlot A. T hat easement should be increased to 30 feet. 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 (C UP) for either a Class II restaurant or drive-through window service in conjunction with a C lass III restaurant. Construction of the drive-lane shall be allowed upon approval of a C UP for a proposed restaurant use. T he original site plan showed the southwest corner of the Lot 2 building abutting an existing drainage and easement and the outdoor patio encroaching into the easement. Staff expressed their concern that although the building would not be in the easement, it would be likely that the building footings would encroach. Staff requested that the building be moved so that the footings would be outside of the easement and the outdoor patio area also be located outside of the easement. A revised plan has been submitted that shows that the south building has moved east four feet. T he applicant has stated that will allow the outermost façade to be 2.25 feet away from the easement. T he 2.25-foot distance from the easement should provide adequate space such that the building and it’s footings will not encroach on this easement. T hey did not move it any farther east because they want to maintain safe vehicular egress from the drive-through lane. T he revised plan shows that the patio has also been moved 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 have been per the Engineer's comments in her J uly 15, 2022 memo. 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 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 original landscape plan labeled the proposed landscaping materials but did not identify what type of plantings they would be. Staff requested that a plant schedule be submitted for review and comment, which they have done. Staff also requested that additional landscaping 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, which they have shown on a revised landscape plan. 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 development abuts 155th Street West to the north and English Avenue, a private street to the east. 155th Street is classified a Minor Collector that has been designed to accommodate the additional traffic that will be generated by this development. P edestrian Access: T he original 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. T he revised site plan shows an additional sidewalk along the west side of English Avenue, from 155th Street West to the south line of Lot 2. 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: T he Planning C ommission held a public hearing on the proposed subdivision and conditional use permit on J uly 20, 2022. T he hearing was opened, no comments from the public were received and the hearing was closed. 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 236.02 389.72S61°02'55"W 101.93 S58°40'53"W 126.62 S3°58'57"E 64.19 S0°29'14"E 4.93 114.46 141414 14 14141414 14 141414DATE____________ 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 I T E M: 5.B. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:A ugust 3, 2022 S E C T I O N:L and Use / Action I tems Description: Fire Station No. 2 S ite Plan and B uilding Permit Authorization S taff Contact: A lex Sharpe, Planning and Economic Dev. S pec. Department / Division: Community Development Department Applicant: City of Apple Valley Fire Department P roject Number: P C-22-10-B V Applicant Date: 60 Days: 120 Days: AC T I O N RE Q UE S T E D: T he Planning C ommission is asked to provide a recommendation or finding on the following items: 1. A finding of conformance to the C omprehensive Plan for the redevelopment of Fire Station No. 2. 2. Recommend a 1% building coverage variance where a maximum building coverage of 20% is permitted and a building coverage of 21% is proposed. 3. Recommend a maximum height variance of 2’ where 40’ is permitted and a maximum of 42’ is proposed. 4. Recommend an 8' parking setback variance from the eastern property line. 5. Recommend a Site Plan and Building Permit Authorization for a 30,111 sq. ft. fire station at 13995 Galaxie Ave. S UM M ARY: T he Apple Valley Fire Department has submitted an application for a site plan and building permit authorization for Fire Station N o. 2, which is located at 13995 Galaxie Ave in the northwest corner of Galaxie Ave and 140th St. T he site is zoned "P" Institutional. T he existing fire station was built in 1979 and an addition was completed in 2003. T he Fire Department plans to demolish the existing structure and replace it with a 30,111 sq. ft. modern facility with room for training, office, and staff areas. T he application includes three variances, one to exceed the maximum building height, a second for maximum building coverage, and the third for an 8' parking setback from the eastern property line for the addition of turn lane on Galaxie Ave. Additionally, state statute requires that a C ity's Planning C ommission review, and have a finding of compliance with the comprehensive plan for a city capital improvement project. T he Planning C ommission will be asked to approve a resolution finding conformance with the C ity's C omprehensive Plan prior to a recommendation on the other building and code provisions. B AC K G RO UND: Neighborhood and I ntroductory P lanning Commission Meeting T hough not required, the Fire D epartment held a neighborhood meeting on May 11th from 5:30pm-6:30pm at Apple Valley Fire Station 2. All adjacent neighbors were invited to attend the meeting to learn about the project and provide feedback. One neighbor was in attendance and expressed their full support for the project. T he Planning C ommission initially reviewed this application in May and expressed support for the building materials, variances, and design. Site P lan and P arking T he current Fire Station No. 2 building does not meet Institutional zoning district setbacks, the proposed building will meet all setback requirements even with the addition of the turn lane. A site comparison diagram is attached to this report which displays both the proposed new structure and the location of the existing building. T he proposed building has been oriented on the site to prevent cut-through traffic from Galaxie, which has been an issue with the site currently. Site access is proposed farther from the G alaxie Ave and 140th St. intersection which is safer than the current conditions. T here are currently two access points off of Galaxie that will be combined into a single access farther to the north, distancing it from the intersection. Two access points are existing on 140th St. T he proposed plan also includes two access points, but similarly to the access points on Galaxie Ave, they have been shifted farther from the intersection. City ordinance does not include a minimum parking requirement for a Fire Station. T he site plan proposes 34 parking spaces and has large pavement areas available when larger training sessions occur. Staff evaluated whether additional parking would be required but that would result in additional paved area for the infrequent events. Should the C ity find that parking becomes an issue in the future, additional striping and/or parking stalls could be added to the site. Site Zoning and Variances As previously noted, the site is zoned institutional and as proposed would require three variances. T he first would be to allow a 2' variance to the total height of the building. Institutional zoning allows for a maximum building height of 40', the Fire Department would like to exceed this height for a parapet wall on one section of the building. T his wall is on the center of the building and the additional height is to allow for this section of wall to be used for high ladder training. T he second variance proposed is to exceed the total building coverage by 1%. T he Institutional zoning district allows for a 20% site building coverage, which is the lowest of any zone. T his is typically because institutionally zoned sites are large and include vast open areas such as schools, religious facilities, and parks. T his site is 2.16 acres, below the average size of an institutional site. T he maximum building coverage requirement in the zoning code is included in large part to regulate stormwater. T his site will include underground stormwater treatment which is a significant improvement from current conditions. At the initial Planning C ommission review, staff noted that a new turn lane was anticipated on the eastern side of the site along Galaxie Ave. T he site will require a final plat which will include the new turn lane and an additional 8' of right-of-way along the entire eastern property line. Staff noted that additional study of how this would affect the site was required. T he addition of the turn lane will require an 8' parking setback variance along the eastern property line where 20' are required. T he building setback will still meet the 40' setback requirement. When reviewing a variance, the City must consider whether there are practical difficulties which is defined by the following: "Practical Difficulties means that the applicant proposes to use the property in a reasonable manner not permitted by the zoning provisions of this Code; the plight of the applicant is due to circumstances unique to the property not created by the applicant; and the variance, if granted, will not alter the essential character of the locality. Economic considerations alone do not constitute practical difficulties." In considering a request for a variance and whether the applicant established that there are practical difficulties in complying with provisions, the Planning Commission and City Council shall consider the following factors: (i ) Special conditions apply to the structures or land in question that are particular to the property and do not apply generally to other land or structures in the district or vicinity in which the land is located; (ii) T he granting of the proposed variance will not be contrary to the intent of this chapter; (i i i ) T he special conditions or circumstances do not result from the actions of the owner/applicant; (iv) T he granting of the variance will not merely serve as a convenience to the applicant, but is necessary to alleviate practical difficulties in complying with the zoning provisions of this Code; and (v ) T he variance requested is the minimum variance necessary to alleviate the practical difficulty. T he applicant, the Apple Valley Fire Department, has also stated that their request serves a public purpose by allowing improved training of fire fighters and by improving upon the current stormwater treatment on site. F inal P lat T he site is currently an outlot and will be required to final plat in the future. T he C ity is currently in the process of preparing documents to final plat the property which will be reviewed by the C ity C ouncil. T he Planning C ommission does not review final plat applications. T he final plat will include the dedication of additional right-of-way for the the turn lane on Galaxie Ave. Landscape P lans A landscape plan was submitted with the project submission. However, the plans show landscaping in the right-of-way, in areas where a turn lane will eventually be located, and at a greater density than is required or even healthy for the plants to thrive in the years after planting. Extensive screening will still be in place adjacent to the residential homes and a fence behind the trash enclosure are proposed to screen for any potential headlight wash to the homes as fire engines or firefighters' personal vehicles enter the site via Galaxie. Building E lev ations and Materials T he building façade is primarily brick in multiple color tones. Metal accent panels are included on wall sections and a red composite band accents the second story. T he building has several undulating wall panels to add visual relief to the wall expanse. Fire engine doors will face south and north, and are not oriented towards any residential homes. Windows on the second story are purposely placed to not face residential homes or their rear yards. Building and P edestrian Access Interior building plans are included in the plans provided. T he intention of Fire Station No. 2 is to not only to serve the City's firefighters, but also to invite the community into the station for events. T he building will not be manned full time initially, but is intended to be used full time in the future. T he site has a sidewalk connection to the trail along 140th and a guest parking area on the south side. Env ironmental Considerations T he building will meet Green G lobe certifications which means it is designed with environmental considerations. High efficiency HVA C systems, low flow water features, water recycling and energy efficient lighting are all included. Additionally, the site will include conduit for electrical vehicle charging stations. As the building will not be manned for several years, this feature is not proposed immediately but would be installed at a future date when the building is more actively used. B UD G E T I M PAC T: N/A - T he Planning C ommission does not review the budgetary items for a capital improvement project, only their conformance with the Comprehensive Plan. AT TAC HM E NT S : Resolution Site P lan Plan S et Plan S et L andscaping Plan Memo CITY OF APPLE VALLEY PLANNING COMMISSION RESOLUTION NO. 2022-01 RESOLUTION PURSUANT TO MINNESOTA STATUTES SECTION 462.356 FOR RECONSTRUCTION OF APPLE VALLEY FIRE STATION NO. 2 CONFORMANCE TO THE APPLE VALLEY COMPREHENSIVE PLAN WHEREAS, Minnesota Statutes Section 462.356, Subdivision 2, charges the Planning Commission with the review of any City action relating to the acquisition or disposal of City owned interest in real property or the authorization of any capital improvement to determine such action's compliance with the local Comprehensive Plan; and WHEREAS, the City is considering an action for which the Planning Commission is charged to review under said Statute, specifically the capital improvement for Apple Valley Fire Station No. 2; and WHEREAS, upon the Planning Commission's review of such action, the Planning Commission finds that it is consistent with the goals, policies and implementation procedures of the Apple Valley Comprehensive Plan. NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City of Apple Valley that the City Council of Apple Valley be advised that the proposed improvement project for Fire Station No. located at 13995 Galaxie Ave is found to be in conformance with the Comprehensive Plan. ADOPTED this 3rd day of August, 2022. _________________________________ Jodi Kurtz, Chair Proposed Fire Station #2 140th Street West Galaxie AvenueProperty LineParking Setback / Building SetbackProperty Line Parking Setback / Building Setback Property Line Parking Setback Line Building Setback Line Property LineParking Setback Line Building Setback Line 34' - 0"45' - 7 5/8"18' - 4 3/8"65' - 3 5/8"23' - 8 3/8"62' - 11 5/8"30' - 0 7/8"21' - 3"20' - 0"76' - 0 5/8"6' - 0"84' - 11 5/8"10' - 0"82' - 6 3/8"20' - 7"22' - 1 3/8"24' - 0"Typ.20' - 0"6' - 8"8' - 4"15' - 7 5/8"22' - 2 1/4"65' - 9 3/4"73' - 0"16' - 0" Typ. 9' - 0"46' - 0"7' - 6 3/8"183' - 0 1/2" Typ. 9' - 0"16' - 0"5' - 1"63' - 7 5/8"24' - 8" 99' - 0" 65' - 0"40' - 10 3/8"24' - 0"29' - 8 1/4"140' - 0"Typ.22' - 0"32' - 10 3/8"35' - 0"20' - 0"45' - 3 3/8"Training fire hydrant Outline of existing building Flag pole Bituminous pavement Concrete pavement Concrete pavement Patio Trash enclosure Striping at Emergency Vehicle Only entrance Striping at Emergency Vehicle Only entrance 7 6 11 3 5 2 Existing fire hydrant Electrical transformer and generator pads Privacy fence Privacy fence Privacy fence Light pole and base; see Electrical drawings Light pole and base; see Electrical drawings Light pole and base; see Electrical drawings Light pole and base; see Electrical drawings Light pole and base; see Electrical drawings Light pole and base; see Electrical drawings Monument sign with programmable digital panel sign Light bollard; see Electrical drawings Light bollard; see Electrical drawings Privacy fence and gates Retaining wall; see Civil drawings No parking access aisle signage Handicap parking signage Do not enter signage Do not enter signage Do not enter signage Site Area Information: Site Statistics: Existing Site Square Footage:94,024 SF 2.16 Acres Building Area (Footprint) Statistics: Total Proposed Building Area 20,150 SF Total Proposed Building Area Percentage 21% Maximum Building Coverage Percentage 20% Existing Building Area 6,716 SF Existing Building Area Percentage 7.1% © CNH ARCHITECTS, INC. CNH NO.:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OFDATE:LIC. NO.:21234Quinn S. HutsonPRINT NAME:SIGNATURE:REVISIONS: DATE: 7300 147TH WEST STREET SUITE 504 APPLE VALLEY, MN 55124 (952) 431-4433 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H J K L M A B C D E F G H J K L M 2 3 4 5 6 7 8 9 10 11 12 13 14 151 N P Q R 16 17 18 16 17 18 N P Q R C:\REVIT (local)\2022\21050 - Apple Valley Fire Station #2_aklis8VBQE.rvt7/27/2022 10:42:17 AMCITY SUBMITTAL -NOT FOR CONSTRUCTION CS01Apple Valley Fire Station #213995 Galaxie AveApple Valley, MN 5512421050 07/26/22 07/26/22MINNESOTASite Plan 1/16" = 1'-0"CS01 A1 Overall Site Plan - CS Proposed Fire Station #2 140th Street West Galaxie AvenueProperty LineParking Setback / Building SetbackProperty Line Parking Setback / Building Setback Property Line Parking Setback Line Building Setback Line Property LineParking Setback Line Building Setback Line 34' - 0"45' - 7 5/8"18' - 4 3/8"65' - 3 5/8"23' - 8 3/8"62' - 11 5/8"30' - 0 7/8"21' - 3"20' - 0"76' - 0 5/8"6' - 0"84' - 11 5/8"10' - 0"82' - 6 3/8"20' - 7"22' - 1 3/8"24' - 0"Typ.20' - 0"6' - 8"8' - 4"15' - 7 5/8"22' - 2 1/4"65' - 9 3/4"73' - 0"16' - 0" Typ. 9' - 0"46' - 0"7' - 6 3/8"183' - 0 1/2" Typ. 9' - 0"16' - 0"5' - 1"63' - 7 5/8"24' - 8"97' - 11 1/2" 99' - 0" 65' - 0"40' - 10 3/8"24' - 0"29' - 8 1/4"140' - 0"Typ.22' - 0"32' - 10 3/8"35' - 0"20' - 0"45' - 3 3/8"Training fire hydrant Outline of existing building Flag pole Bituminous pavement Concrete pavement Concrete pavement Patio Trash enclosure Striping at Emergency Vehicle Only entrance Striping at Emergency Vehicle Only entrance 7 6 11 3 5 2 Existing fire hydrant Electrical transformer and generator pads Privacy fence Privacy fence Privacy fence Light pole and base; see Electrical drawings Light pole and base; see Electrical drawings Light pole and base; see Electrical drawings Light pole and base; see Electrical drawings Light pole and base; see Electrical drawings Light pole and base; see Electrical drawings Monument sign with programmable digital panel sign Light bollard; see Electrical drawings Light bollard; see Electrical drawings Site Area Information: Site Statistics: Existing Site Square Footage:94,024 SF 2.16 Acres Building Area (Footprint) Statistics: Total Proposed Building Area 20,150 SF Total Proposed Building Area Percentage 21% Maximum Building Coverage Percentage 20% Existing Building Area 6,716 SF Existing Building Area Percentage 7.1% © CNH ARCHITECTS, INC. CNH NO.:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OFDATE:LIC. NO.:21234Quinn S. HutsonPRINT NAME:SIGNATURE:REVISIONS: DATE: 7300 147TH WEST STREET SUITE 504 APPLE VALLEY, MN 55124 (952) 431-4433 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H J K L M A B C D E F G H J K L M 2 3 4 5 6 7 8 9 10 11 12 13 14 151 N P Q R 16 17 18 16 17 18 N P Q R C:\REVIT (local)\2022\21050 - Apple Valley Fire Station #2_aklis8VBQE.rvt6/7/2022 3:08:04 PMCITY SUBMITTAL -NOT FOR CONSTRUCTION CS01Apple Valley Fire Station #213995 Galaxie AveApple Valley, MN 5512421050 06/06/22 06/06/22MINNESOTASite Plan 1/16" = 1'-0"CS01 A1 Overall Site Plan - CS WD SCBA Washer DWSCBAFillStationBench with cabinetsDW FlammableCabinetRolling Tool Chest TallBlueCabinetTall Tool Chest Shop Desk Shelf Work Bench Drill Press ShelfPopcornMachineFECFECFECFECFECFEC FECFECFECCS04 A1 CS04G8 CS05 A1 CS05 G8 4357 SF Apparatus Bays 1-3 128 514 SF Turnout Gear 138 5294 SF Apparatus Bays 4-6 139 143 SF Hallway 137 74 SF Decon / Tornado Restroom 134 48 SF Decon Shower 135 48 SF Decon Shower 136 339 SF Gear Wash / Decon / Tornado 133 171 SF Department Engineer 132 91 SF SCBA 131 143 SF Hallway 130 380 SF Training Tower 129 342 SF Stair B 116 318 SF Storage - EMS 115 81 SF Hallway 114 167 SF Janitor / Truck Wash 113 432 SF Work Room / Dispatch 112 149 SF Office 109 76 SF Hallway 107 522 SF Mechanical 110 Elevator 105 375 SF Hallway 111 535 SF Dayroom 118 661 SF Kitchen / Dining 117 97 SF Dorm 121 97 SF Dorm 120 460 SF Quartermaster Storage 122 416 SF Hallway 119 262 SF Gear Storage 123 100 SF Service Room 103 116 SF Vestibule 101 225 SF Stair A 106 307 SF Lobby 102 77 SF Restroom 104 212 SF Laundry / Janitor 124 82 SF Restroom 125 82 SF Restroom 126 82 SF Restroom 127 120 SF Office 108 1' - 8 3/8"34' - 0"12' - 3 5/8"20' - 4 3/8"12' - 11 5/8"18' - 4 3/8"63' - 8"26' - 11 5/8"61' - 4"10' - 0"90' - 11 5/8"6' - 8"24' - 11 5/8"6' - 2 1/4"65' - 10 1/4"2' - 3 1/2"14' - 0"63' - 7 5/8"24' - 8"65' - 4"32' - 7 1/2"65' - 4 7/8" A8.1 E7 SC96J1-SC98J1- © CNH ARCHITECTS, INC. CNH NO.:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OFDATE:LIC. NO.:21234Quinn S. HutsonPRINT NAME:SIGNATURE:REVISIONS: DATE: 7300 147TH WEST STREET SUITE 504 APPLE VALLEY, MN 55124 (952) 431-4433 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H J K L M A B C D E F G H J K L M 2 3 4 5 6 7 8 9 10 11 12 13 14 151 N P Q R 16 17 18 16 17 18 N P Q R C:\REVIT (local)\2022\21050 - Apple Valley Fire Station #2_aklis8VBQE.rvt6/7/2022 3:08:11 PMCITY SUBMITTAL -NOT FOR CONSTRUCTION CS02Apple Valley Fire Station #213995 Galaxie AveApple Valley, MN 5512421050 06/06/22 06/06/22MINNESOTAFirst Floor Plan 1/8" = 1'-0"CS02 A1 First Floor Plan - CS SCBA Compressor Treadmill Rack -DumbellsAbBenchInclineBenchElipticalStairclimber St at i onar yBi keRowingMachineDeluxeUtilityBenchFitness Machine Rack -FreeweightsFECFECFECFECFECCS04 A1 CS04G8 CS05 A1 CS05 G8 1217 SF Training Mezzanine 219 380 SF Training Tower 218 83 SF Hotsy 221 450 SF Storage 220 341 SF Training Storage 206 199 SF Stair B 207 212 SF IT 210 47 SF Electrical 209 212 SF Hallway 208 2121 SF Classroom 204 85 SF Kitchenette 205 549 SF Hallway 202 225 SF Stair A 201 Elevator 203 415 SF Breakout Room 211 209 SF Hallway 214 65 SF Restroom 215 65 SF Restroom 216 66 SF Janitor 217 353 SF Fitness Storage 212 1409 SF Fitness 213 Open to below Open to below 1' - 8 1/2"34' - 0"12' - 3 5/8"20' - 4 3/8"12' - 11 5/8"18' - 4 1/2"63' - 7 7/8"26' - 11 5/8"94' - 11 5/8"98' - 0 3/8"65' - 6 1/8"6' - 2 3/8"24' - 11 1/2"6' - 8"A8.8 A12 A8.9 M10 SC96J1-SC98J1- 26' - 11 5/8"19' - 3 5/8"380 SF Training Tower 301 © CNH ARCHITECTS, INC. CNH NO.:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OFDATE:LIC. NO.:21234Quinn S. HutsonPRINT NAME:SIGNATURE:REVISIONS: DATE: 7300 147TH WEST STREET SUITE 504 APPLE VALLEY, MN 55124 (952) 431-4433 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H J K L M A B C D E F G H J K L M 2 3 4 5 6 7 8 9 10 11 12 13 14 151 N P Q R 16 17 18 16 17 18 N P Q R C:\REVIT (local)\2022\21050 - Apple Valley Fire Station #2_aklis8VBQE.rvt6/7/2022 3:08:14 PMCITY SUBMITTAL -NOT FOR CONSTRUCTION CS03Apple Valley Fire Station #213995 Galaxie AveApple Valley, MN 5512421050 06/06/22 06/06/22MINNESOTASecond & Third Floor Plans 1/8" = 1'-0"CS03 A1 Second Floor Plan - CS 1/8" = 1'-0"CS03 N15 Third Floor Plan - CS Floor 1 100' -0" Jst Brg 1 124' -8" Floor 2 115' -2 1/2" Floor 2 Mezz 112' -8" Floor 3 127' -4" Jst Brg 2 129' -4" Top of Beam 137' -4" Aluminum storefront glazing system Brick masonry unit; BK-1 Brick soldier coursing; BK-1 Prefinished composite wall panel; CW -1 Aluminum storefront glazing system Cut metal signage ACM canopy Prefinished composite wall panel; CW -1 Brick masonry unit; BK-2 ACM fascia Aluminum curtainwall glazing system Aluminum storefront glazing system Prefinished composite wall panel; CW -1 Brick masonry unit; BK-2 Fold-fold door Brick masonry unit; BK-1 Cast stone arch Aluminum storefront glazing system Brick soldier coursing; BK-1 Brick masonry unit; BK-1 Cast stone parapet cap Fold-fold door Brick masonry unit; BK-2 Cast stone arch Aluminum storefront glazing system Brick soldier coursing; BK-1 Brick masonry unit; BK-1 Aluminum storefront glazing system 42' - 0"33' - 7"Brick masonry unit; BK-1 Brick masonry unit; BK-1 Brick soldier coursing; BK-2 Brick masonry unit; BK-1 Brick soldier coursing; BK-2 Prefinished composite wall panel; CW -2 Prefinished metal cap Prefinished metal cap Prefinished metal cap Prefinished metal cap 34' - 11"Wall mounted light fixture; see Electrical Drawings Wall mounted light fixture; see Electrical Drawings Wall mounted light fixture; see Electrical Drawings Wall mounted light fixture; see Electrical Drawings Rooftop unit Extruded aluminum horizontal blade equipment screen Rooftop unit Extruded aluminum horizontal blade equipment screen Rooftop unit Extruded aluminum horizontal blade equipment screen Cut metal signage Floor 1 100' -0" Jst Brg 1 124' -8" Floor 2 115' -2 1/2" Floor 2 Mezz 112' -8" Floor 3 127' -4" Jst Brg 2 129' -4" Top of Beam 137' -4" Brick masonry unit; BK-1 Brick soldier coursing; BK-2 Aluminum storefront glazing system Brick masonry unit; BK-2 Cast stone parapet cap Ships ladder Brick masonry unit; BK-2 Aluminum storefront glazing system Prefinished composite wall panel; CW -1 ACM canopy24' - 0 1/2"34' - 8"42' - 0"Brick soldier coursing; BK-1 Prefinished composite wall panel; CW -2 Prefinished composite wall panel; CW -1 Prefinished composite wall panel; CW -1 Prefinished metal cap Prefinished metal cap Rooftop unit Rooftop unit Wall mounted light fixture; see Electrical Drawings Wall mounted light fixture; see Electrical Drawings Wall mounted light fixture; see Electrical Drawings Extruded aluminum horizontal blade equipment screen Extruded aluminum horizontal blade equipment screen Brick masonry unit; BK-1 Brick soldier coursing; BK-1 Brick soldier coursing; BK-2 Brick masonry unit; BK-2 Prefinished composite wall panel; CW -1 Prefinished composite wall panel; CW -2 Prefinished metal cap 28' - 3"Brick masonry unit; BK-1 Brick masonry unit; BK-2 Prefinished metal cap Programmable digital sign Prefinished composite wall panel; CW -2 Prefinished composite wall panel; CW -1 Prefinished metal cap Cut metal signage 10' - 10"8' - 0"Brick masonry unit; BK-2 Brick masonry unit; BK-1 Prefinished metal cap Programmable digital sign Prefinished composite wall panel; CW -2 Prefinished composite wall panel; CW -1 Prefinished metal cap Cut metal signage © CNH ARCHITECTS, INC. CNH NO.:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OFDATE:LIC. NO.:21234Quinn S. HutsonPRINT NAME:SIGNATURE:REVISIONS: DATE: 7300 147TH WEST STREET SUITE 504 APPLE VALLEY, MN 55124 (952) 431-4433 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H J K L M A B C D E F G H J K L M 2 3 4 5 6 7 8 9 10 11 12 13 14 151 N P Q R 16 17 18 16 17 18 N P Q R C:\REVIT (local)\2022\21050 - Apple Valley Fire Station #2_aklis8VBQE.rvt6/7/2022 3:10:17 PMCITY SUBMITTAL -NOT FOR CONSTRUCTION CS04Apple Valley Fire Station #213995 Galaxie AveApple Valley, MN 5512421050 06/06/22 06/06/22MINNESOTAExterior Elevations 1/8" = 1'-0"CS04 A1 South Elevation 1/8" = 1'-0"CS04 G8 East Elevation 3/8" = 1'-0"CS04 N15 Monument Sign Northeast Elevation 3/8" = 1'-0"CS04 N11 Monument Sign Southwest Elevation Floor 1 100' -0" Jst Brg 1 124' -8" Floor 2 Mezz 112' -8" Floor 3 127' -4" Jst Brg 2 129' -4" Top of Beam 137' -4"Prefinished composite wall panel; CW -1 Brick masonry unit; BK-2 Brick soldier coursing; BK-1 North West ElevationNorth Elevation Aluminum storefront glazing system Brick masonry unit; BK-1 Aluminum storefront glazing system Brick masonry unit; BK-1 Prefinished composite wall panel; CW -1 Fold-fold door Brick masonry unit; BK-1 Cast stone arch Aluminum storefront glazing system Brick soldier coursing; BK-1 Brick masonry unit; BK-2 Fold-fold door Brick masonry unit; BK-1 Cast stone arch Aluminum storefront glazing system Brick soldier coursing; BK-2 Brick masonry unit; BK-1 Ships ladder Brick masonry unit; BK-2 Brick soldier coursing; BK-1 Brick soldier coursing; BK-2 Prefinished composite wall panel; CW -2 Prefinished composite wall panel; CW -1 Prefinished metal cap Prefinished metal cap Prefinished metal cap Cast stone parapet cap Rooftop unit Rooftop unit Rooftop unit 33' - 7"42' - 0"34' - 11"Wall mounted light fixture; see Electrical Drawings Wall mounted light fixture; see Electrical Drawings Wall mounted light fixture; see Electrical Drawings Wall mounted light fixture; see Electrical Drawings Aluminum storefront glazing system Extruded aluminum horizontal blade equipment screen Extruded aluminum horizontal blade equiment screen Extruded aluminum horizontal blade equiment screen Floor 1 100' -0" Jst Brg 1 124' -8" Floor 2 115' -2 1/2" Jst Brg 2 129' -4" Top of Beam 137' -4"North West ElevationWest Elevation West ElevationNorth West Elevation Prefinished composite wall panel; CW -1 Brick masonry unit; BK-1 ACM fascia Aluminum storefront glazing system Aluminum storefront glazing system ACM canopy Brick soldier coursing; BK-1 Brick masonry unit; BK-2 Brick soldier coursing; BK-1 Brick masonry unit; BK-2 Brick masonry unit; BK-230' - 11"33' - 7"33' - 7"34' - 11"Brick masonry unit; BK-1 Brick soldier coursing; BK-2 Brick masonry unit; BK-2 Prefinished composite wall panel; CW -2 Prefinished metal cap Cast stone parapet cap Prefinished metal cap Wall mounted light fixture; see Electrical Drawings Wall mounted light fixture; see Electrical Drawings Wall mounted light fixture; see Electrical Drawings Rooftop unit Extruded aluminum horizontal blade equipment screen Prefinished metal cap Brick masonry unit; BK-1 7' - 7"Prefinished metal cap Brick masonry unit; BK-1 Steel trash enclosure gate7' - 7"Prefinished metal cap Brick masonry unit; BK-1 7' - 7"Prefinished metal cap Brick masonry unit; BK-1 7' - 7"© CNH ARCHITECTS, INC. CNH NO.:I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OFDATE:LIC. NO.:21234Quinn S. HutsonPRINT NAME:SIGNATURE:REVISIONS: DATE: 7300 147TH WEST STREET SUITE 504 APPLE VALLEY, MN 55124 (952) 431-4433 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 A B C D E F G H J K L M A B C D E F G H J K L M 2 3 4 5 6 7 8 9 10 11 12 13 14 151 N P Q R 16 17 18 16 17 18 N P Q R C:\REVIT (local)\2022\21050 - Apple Valley Fire Station #2_aklis8VBQE.rvt6/7/2022 3:11:03 PMCITY SUBMITTAL -NOT FOR CONSTRUCTION CS05Apple Valley Fire Station #213995 Galaxie AveApple Valley, MN 5512421050 06/06/22 06/06/22MINNESOTAExterior Elevations 1/8" = 1'-0"CS05 A1 North Elevation 1/8" = 1'-0"CS05 G8 West Elevation 1/8" = 1'-0"CS05 N16 Trash Enclosure Southwest Elevation 1/8" = 1'-0"CS05 N13 Trash Enclosure Southeast Elevation 1/8" = 1'-0"CS05 N10 Trash Enclosure Northwest Elevation 1/8" = 1'-0"CS05 N7 Trash Enclosure Northeast Elevation CO. RD. NO. 40GALAXIE AVENUECBRIM: 958.74INV: 955.39CBRIM: 960.10INV: 955.00CBRIM: 958.48INV: 954.88 (W)INV: 954.83 (E)CBRIM: 958.88INV: 958.48 (W)INV: 954.43 (S)CBRIM: 957.61INV: 954.41SANMHRIM: 957.75INV: 950.55MH-108 (PER PLAN)RIM: 955.50INV: 945.30532 LF 27" RCP @ 0.13% (PER PLAN)MH-107 (PER PLAN)RIM: 958.49INV: 944.61 (N)INV: 944.18 (S)CB-107 (PER PLAN)RIM: 953.09INV: 949.39128 LF 18" RCP @ 3.01% (PER PLAN)(PER PLAN)INV-18": 945.53INV-27": 945.177777777777777778888122222244444433555569991011121212121213© CNH ARCHITECTS, INC.CNH NO.:REVISIONS:DATE:7300 147TH WEST STREET SUITE 504APPLE VALLEY, MN 55124(952) 431-4433CITY SUBMITTAL - NOT FOR CONSTRUCTIONApple Valley Fire Station #213995 Galaxie AvenueApple Valley, MN 551242105006/06/223524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.DATE:LIC. NO.:PRINT NAME:SIGNATURE:T.J. Rose, P.E.5368106/06/2022NORTH0204010REMOVE AND DISPOSE OF EXISTINGBITUMINOUS PAVEMENT SECTIONREMOVE AND DISPOSE OF EXISTINGCONCRETE PAVEMENT SECTIONCLEAR AND GRUB TREES AND BRUSHSYMBOL LEGENDREMOVE AND DISPOSE OF EXISTING BUILDING IN ACCORDANCEWITH ALL APPLICABLE REGULATIONS.SAWCUT, REMOVE, AND DISPOSE OF EXISTING CONCRETE CURBAND GUTTER.SAWCUT, REMOVE, AND DISPOSE OF EXISTING CONCRETEPAVEMENT SECTION.SAWCUT, REMOVE, AND DISPOSE OF EXISTING BITUMINOUSPAVEMENT SECTION.REMOVE AND DISPOSE OF EXISTING SIGNS AND FOOTINGS.REMOVE AND DISPOSE OF EXISTING FLAG POLE AND FOOTING.REMOVE AND DISPOSE OF EXISTING TREES AND STUMPS.REMOVE AND DISPOSE OF EXISTING LANDSCAPE ROCK,SHRUBS, AND EDGING.REMOVE AND DISPOSE OF EXISTING STORM SEWERSTRUCTURES AND PIPE.REMOVE AND DISPOSE OF EXISTING SANITARY SEWERSTRUCTURES AND PIPE.REMOVE AND DISPOSE OF EXISTING WATER MAIN STRUCTURESAND PIPE.REMOVE AND DISPOSE OF EXISTING LIGHT POLE AND FOOTING.REMOVE AND DISPOSE OF EXISTING ELECTRICAL UTILITIES.COORDINATE WITH UTILITY OWNER.REMOVE AND DISPOSE OF EXISTING GAS. COORDINATE WITHUTILITY OWNER.REMOVE AND DISPOSE OF EXISTING TELEPHONE. COORDINATEWITH UTILITY OWNER.REMOVE AND DISPOSE OF EXISTING TV. COORDINATE WITHUTILITY OWNER.12KEY NOTESDEMOLITION NOTES1.Verify all existing utility locations.2.It is the responsibility of the Contractor to perform or coordinate allnecessary utility demolitions and relocations from existing utility locationsto all onsite amenities and buildings. These connections include, but arenot limited to, water, sanitary sewer, cable tv, telephone, gas, electric,site lighting, etc.3.Prior to beginning work, contact Gopher State Onecall (651-454-0002) tolocate utilities throughout the area under construction. The Contractorshall retain the services of a private utility locator to locate the privateutilities.4.Sawcut along edges of pavements, sidewalks, and curbs to remain.5.All construction shall be performed in accordance with state and localstandard specifications for construction.Demolition PlanC100345678910111213141516 CO. RD. NO. 40GALAXIE AVENUEPROPOSED BUILDINGFFE = 961.00RETAINING WALLRETAINING WALLSURMOUNTABLECURBSURMOUNTABLECURBSURMOUNTABLECURBSURMOUNTABLECURB9'20'8'8'24'24'65'25'35'9'20'20'9'TRANSITIONCURBTRANSITIONCURB22'9'1C5002C5002C5002C5003C5003C5003C5003C5003C5003C5003C5003C5003C5003C5001C5011C501© CNH ARCHITECTS, INC.CNH NO.:REVISIONS:DATE:7300 147TH WEST STREET SUITE 504APPLE VALLEY, MN 55124(952) 431-4433CITY SUBMITTAL - NOT FOR CONSTRUCTIONApple Valley Fire Station #213995 Galaxie AvenueApple Valley, MN 551242105006/06/223524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.DATE:LIC. NO.:PRINT NAME:SIGNATURE:T.J. Rose, P.E.5368106/06/2022NORTH0204010NEW LIGHT-DUTYBITUMINOUS PAVEMENTSEE DETAILNEW LIGHT-DUTYCONCRETE PAVEMENTSEE DETAILNEW HEAVY-DUTYCONCRETE PAVEMENTSEE DETAILMATCH EXISTING ROADWAYPAVEMENT SECTIONSYMBOL LEGENDPaving PlanC200 PROPOSED BUILDINGFFE = 961.00967.32 TC966.82 GL957.50 GL963.59 TC963.09 GL965.92 TC965.42 GL960.63 GL957.50 GL961.00 FFE962.60 TC962.10 GL961.00 FFE961.00 FFE959.86 RIM960.00 RIM960.50 C961.00 TC960.50 GL960.50 GL961.00 FFE958.67 TC958.17 GL961.00 FFE959.00958.00961.00 C961.00 FFE960.73 TC960.23 GL961.56 TC961.06 GL971.00 TW964.50 BW966.50 TW963.00 BW960.00 TW959.50 BW974.00 TW964.00 BW976.50 TW964.40 BW964.00 TW963.50 BW961.00 GL959.66 TC959.16 GL958.74 TC958.24 GL960.73 TC960.23 GL959.77 TC959.27 GL959.00 TC958.50 GL960.75 TC960.25 GL960.65 TC960.15 GL960.13 TC959.63 GL960.60 TC960.10 GL960.26 TC959.76 GL1.5% 2.0%960.84 TC960.34 GL961.03 TC960.53 GL963.18 TC962.68 GL962961962963964965966960.34 C963962961960960960958.50 TC958.00 GL958959960961.00 FFE961.00 FFE960.90 TC960.40 GL960.90 TC960.40 GL960.40 GL15.2%957958955956954959957955958956954960963964965966967962963964965959960961.68 TC961.18 GL962.64 TC962.14 GL961.84 TC961.34 GL962.50 TC962.00 GL960.53 TC960.03 GL961.09 TC960.59 GL961.81 TC961.31 GL961.09 TC960.59 GL963.56 GL964.00 CCO. RD. NO. 40GALAXIE AVENUE960961962963964965965959959958959960961962964963966967961962961960959958959957957957957956955954963964965968969970971972973974CBRIM: 958.88INV: 958.48 (W)INV: 954.43 (S)CBRIM: 957.61INV: 954.41SANMHRIM: 957.75INV: 950.55957956955956955954953954 955 956 957 958 959 960 961 962MH-108 (PER PLAN)RIM: 955.50INV: 945.30532 LF 27" RCP @ 0.13% (PER PLAN)MH-107 (PER PLAN)RIM: 958.49INV: 944.61 (N)INV: 944.18 (S)CB-107 (PER PLAN)RIM: 953.09INV: 949.39128 LF 18" RCP @ 3.01% (PER PLAN)(PER PLAN)INV-18": 945.53INV-27": 945.17SILT FENCESILT FENCESILT FENCEINLET PROTECTION, TYPINLET PROTECTION, TYPINLET PROTECTION, TYPSILT FENCESILT FENCEROCK CONSTRUCTIONENTRANCEROCK CONSTRUCTIONENTRANCE© CNH ARCHITECTS, INC.CNH NO.:REVISIONS:DATE:7300 147TH WEST STREET SUITE 504APPLE VALLEY, MN 55124(952) 431-4433CITY SUBMITTAL - NOT FOR CONSTRUCTIONApple Valley Fire Station #213995 Galaxie AvenueApple Valley, MN 551242105006/06/223524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.DATE:LIC. NO.:PRINT NAME:SIGNATURE:T.J. Rose, P.E.5368106/06/2022NORTH0204010PROPOSED CONTOURS - MAJOR INTERVALGRADE BREAK LINEPROPOSED CONTOURS - MINOR INTERVAL949950950EXISTING CONTOURS2.0%950.00 TC949.50 GLGRADE SLOPESPOT ABBREVIATIONS:TC - TOP OF CURBGL - GUTTER LINEB - BITUMINOUSC - CONCRETEEO - EMERGENCY OVERFLOWTW - TOP OF WALLBW - BOTTOM OF WALL (F/G)(*) - EXISTING TO BE VERIFIEDSILT FENCERIP-RAP / ROCK CONST. ENTRANCEINLET PROTECTIONCONCRETE WASHOUT STATION1.Owner and Contractor shall obtain MPCA-NPDES permit. Contractor shall be responsible for all feespertaining to this permit. The SWPPP shall be kept onsite at all times.2.Install temporary erosion control measures (inlet protection, silt fence, and rock constructionentrances) prior to beginning any excavation or demolition work at the site.3.Erosion control measures shown on the erosion control plan are the absolute minimum. Thecontractor shall install temporary earth dikes, sediment traps or basins, additional siltation fencing,and/or disk the soil parallel to the contours as deemed necessary to further control erosion. Allchanges shall be recorded in the SWPPP.4.All construction site entrances shall be surfaced with crushed rock across the entire width of theentrance and from the entrance to a point 50' into the construction zone.5.The toe of the silt fence shall be trenched in a minimum of 6”. The trench backfill shall be compactedwith a vibratory plate compactor.6.All grading operations shall be conducted in a manner to minimize the potential for site erosion.Sediment control practices must be established on all down gradient perimeters before any upgradient land disturbing activities begin.7.All exposed soil areas must be stabilized as soon as possible to limit soil erosion but in no case laterthan 14 days after the construction activity in that portion of the site has temporarily or permanentlyceased. Temporary stockpiles without significant silt, clay or organic components (e.g., cleanaggregate stockpiles, demolition concrete stockpiles, sand stockpiles) and the constructed basecomponents of roads, parking lots and similar surfaces are exempt from this requirement.8.The normal wetted perimeter of any temporary or permanent drainage ditch or swale that drainswater from any portion of the construction site, or diverts water around the site, must be stabilizedwithin 200 lineal feet from the property edge, or from the point of discharge into any surface water.Stabilization of the last 200 lineal feet must be completed within 24 hours after connecting to asurface water. Stabilization of the remaining portions of any temporary or permanent ditches orswales must be complete within 14 days after connecting to a surface water and construction in thatportion of the ditch has temporarily or permanently ceased.9.Pipe outlets must be provided with energy dissipation within 24 hours of connection to surface water.10.All riprap shall be installed with a filter material or soil separation fabric and comply with theMinnesota Department of Transportation Standard Specifications.11.All storm sewers discharging into wetlands or water bodies shall outlet at or below the normal waterlevel of the respective wetland or water body at an elevation where the downstream slope is 1percent or flatter. The normal water level shall be the invert elevation of the outlet of the wetland orwater body.12.All storm sewer catch basins not needed for site drainage during construction shall be covered toprevent runoff from entering the storm sewer system. Catch basins necessary for site drainageduring construction shall be provided with inlet protection.13.In areas where concentrated flows occur (such as swales and areas in front of storm catch basinsand intakes) the erosion control facilities shall be backed by stabilization structure to protect thosefacilities from the concentrated flows.14.Inspect the construction site once every seven days during active construction and within 24 hoursafter a rainfall event greater than 0.5 inches in 24 hours. All inspections shall be recorded in theSWPPP.15.All silt fences must be repaired, replaced, or supplemented when they become nonfunctional or thesediment reaches 1/3 of the height of the fence. These repairs must be made within 24 hours ofdiscovery, or as soon as field conditions allow access. All repairs shall be recorded in the SWPPP.16.If sediment escapes the construction site, off-site accumulations of sediment must be removed in amanner and at a frequency sufficient to minimize off-site impacts.17.All soils tracked onto pavement shall be removed daily.18.All infiltration areas must be inspected to ensure that no sediment from ongoing construction activityis reaching the infiltration area and these areas are protected from compaction due to constructionequipment driving across the infiltration area.19.Temporary soil stockpiles must have silt fence or other effective sediment controls, and cannot beplaced in surface waters, including stormwater conveyances such as curb and gutter systems, orconduits and ditches unless there is a bypass in place for the stormwater.20.Collected sediment, asphalt and concrete millings, floating debris, paper, plastic, fabric, constructionand demolition debris and other wastes must be disposed of properly and must comply with MPCAdisposal requirements.21.Oil, gasoline, paint and any hazardous substances must be properly stored, including secondarycontainment, to prevent spills, leaks or other discharge. Restricted access to storage areas must beprovided to prevent vandalism. Storage and disposal of hazardous waste must be in compliance withMPCA regulations.22.External washing of trucks and other construction vehicles must be limited to a defined area of thesite. Runoff must be contained and waste properly disposed of. No engine degreasing is allowedonsite.23.All liquid and solid wastes generated by concrete washout operations must be contained in aleak-proof containment facility or impermeable liner. A compacted clay liner that does not allowwashout liquids to enter ground water is considered an impermeable liner. The liquid and solidwastes must not contact the ground, and there must not be runoff from the concrete washoutoperations or areas. Liquid and solid wastes must be disposed of properly and in compliance withMPCA regulations. A sign must be installed adjacent to each washout facility to inform concreteequipment operators to utilize the proper facilities.24.Upon completion of the project and stabilization of all graded areas, all temporary erosion controlfacilities (silt fences, hay bales, etc.) shall be removed from the site.25.All permanent sedimentation basins must be restored to their design condition immediately followingstabilization of the site.26.Contractor shall submit Notice of Termination for MPCA-NPDES permit within 30 days after FinalStabilization.EROSION CONTROL NOTESGRADING NOTES1.Tree protection consisting of snow fence or safety fence installed at thedrip line shall be in place prior to beginning any grading or demolitionwork at the site.2.All elevations with an asterisk (*) shall be field verified. If elevationsvary significantly, notify the Engineer for further instructions.3.Grades shown in paved areas represent finish elevation.4.Refer to landscape architect plan for site restoration.5.All construction shall be performed in accordance with state and localstandard specifications for construction.6.All pavement grades within ADA parking stalls and access aisles shallnot exceed 2% in any direction.7.Top and bottom elevations for proposed retaining wall representfinished surface grades. Actual top and bottom of foundation elevationsmay vary depending on manufacturer design.SYMBOL LEGENDGrading and ErosionControl PlanC300 PROPOSED BUILDINGFFE = 961.00CO. RD. NO. 40GALAXIE AVENUECBRIM: 958.88INV: 958.48 (W)INV: 954.43 (S)CBRIM: 957.61INV: 954.41SANMHRIM: 957.75INV: 950.55MH-108 (PER PLAN)RIM: 955.50INV: 945.30532 LF 27" RCP @ 0.13% (PER PLAN)MH-107 (PER PLAN)RIM: 958.49INV: 944.61 (N)INV: 944.18 (S)CB-107 (PER PLAN)RIM: 953.09INV: 949.39128 LF 18" RCP @ 3.01% (PER PLAN)(PER PLAN)INV-18": 945.53INV-27": 945.17STMHRIM: 959.00TOP WEIR: 953.50INV: 948.17CBRIM: 958.17INV: 953.02CBRIM: 957.50INV: 953.71CBRIM: 959.86INV: 954.74CBRIM: 960.00INV: 954.09CBRIM: 959.63INV: 952.83CBRIM: 960.03INV: 956.64112 LF 12" HDPE @ 1.7%STMHRIM: 956.85*INV (W): 947.30INV (N/S): 945.05*CBRIM: 959.76INV: 953.526" PERF. DT @ 0.75%, TYP61 LF 18" HDPE @ 1.0%69 LF 18" PVCSCH 40 @ 1.0%57 LF 18" HDPE @ 1.0%70 LF 8" DIP COORD. W/ MECH.INV = 956.5086 LF 6" PVCSCH 40 @ 2.0 % MIN.CONNECT TOEXISTING MANHOLEINV: 950.55*CONNECT TOEXISTING VALVESTMHRIM: 959.90INV (SW/NW): 955.00 (EOF)INV (S): 952.22INV (W): 950.50SUMP: 946.5065 LF 15" HDPE @ 1.0%58 LF 15" RCP @ 1.5%NEW HYDRANT (TRAINING)AND 6" GV28 LF 6" DIPSTMHRIM: 959.28INV (N): 952.50INV (E): 950.50SUMP: 946.5026 LF 12" HDPE @ 2.0%48" PERFORATED HDPE FILTRATION SYSTEMPIPE INV = 950.50SAND/DT INV = 948.25 - 949.00 (VARIES)TOTAL VOLUME = 19,200 CFCONNECT TO SYSTEMINV = 950.50PRE-TREATMENT ROWPRE-TREATMENTROWSTMHRIM: 960.50INV (S/SE): 956.28INV (N): 952.50INV (E): 950.50SUMP: 946.506" FIRE PROTECTIONCOORD. W/ MECH.4" DOMESTICCOORD. W/ MECH.COORD. W/ MECH.INV = 956.75128 LF 12" PVC @ 1.0% (EOF)44 LF 12" PVC @ 1.0%21 LF 12" HDPE @ 32.5% (EOF)STMHRIM: 958.59INV (E/S): 952.50INV (W): 950.50SUMP: 946.5034 LF 12" PVC @ 2.0%© CNH ARCHITECTS, INC.CNH NO.:REVISIONS:DATE:7300 147TH WEST STREET SUITE 504APPLE VALLEY, MN 55124(952) 431-4433CITY SUBMITTAL - NOT FOR CONSTRUCTIONApple Valley Fire Station #213995 Galaxie AvenueApple Valley, MN 551242105006/06/223524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.DATE:LIC. NO.:PRINT NAME:SIGNATURE:T.J. Rose, P.E.5368106/06/2022NORTH0204010CABLE UNDERGROUND LINEFIBER OPTIC UNDERGROUND LINEELECTRIC UNDERGROUND LINEELECTRIC OVERHEAD LINETELEPHONE UNDERGROUND LINESTORM SEWER PIPESANITARY SEWER PIPENATURAL GAS UNDERGROUND LINEWATERMAIN PIPELIGHT POLESTORM MANHOLEFLARED ENDCURB INLETCATCH BASINWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLEDRAINTILE PIPEUTILITY NOTES1.It is the responsibility of the contractor to perform or coordinate all necessary utility connections andrelocations from existing utility locations to the proposed building, as well as to all onsite amenities.These connections include but are not limited to water, sanitary sewer, cable TV, telephone, gas,electric, site lighting, etc.2.All service connections shall be performed in accordance with state and local standardspecifications for construction. Utility connections (sanitary sewer, watermain, and storm sewer)may require a permit from the City.3.The contractor shall verify the elevations at proposed connections to existing utilities prior to anydemolition or excavation.4.The contractor shall notify all appropriate engineering departments and utility companies 72 hoursprior to construction. All necessary precautions shall be made to avoid damage to existing utilities.5.Storm sewer requires testing in accordance with Minnesota plumbing code 4714.1109 wherelocated within 10 feet of waterlines or the building.6.HDPE storm sewer piping shall meet ASTM F2306 and fittings shall meet ASTM D3212 jointpressure test. Installation shall meet ASTM C2321.7.All RCP pipe shown on the plans shall be MN/DOT class 3.8.Maintain a minimum of 7 ½' of cover over all water lines and sanitary sewer lines. Where 7 ½' ofcover is not provided, install 2” rigid polystyrene insulation (MN/DOT 3760) with a thermalresistance of at least 5 and a compressive strength of at least 25 psi. Insulation shall be 8' wide,centered over pipe with 6” sand cushion between pipe and insulation. Where depth is less than 5',use 4” of insulation.9.Install water lines 18” above sewers. Where the sewer is less than 18" below the water line (orabove), install sewer piping of materials approved for inside building use for 10 feet on each side ofthe crossing.10.All watermain piping shall be class 52 ductile iron pipe unless noted otherwise.11.See Project Specifications for bedding requirements.12.Pressure test and disinfect all new watermains in accordance with state and local requirements.13.Sanitary sewer piping shall be PVC, SDR-35 for depths less than 12', PVC SDR-26 for depthsbetween 12' and 26', and class 52 D.I.P. for depths of 26' or more.14.A structure adjustment shall include removing and salvaging the existing casting assembly,removing existing concrete rings to the precast section. Install new rings and salvaged casting toproposed grades, cleaning casting flange by mechanical means to insure a sound surface andinstall an external chimney seal from casting to precast section. Chimney seals shall be Infi-ShieldUni-Band or an approved equal.SYMBOL LEGENDUtility PlanC400 © CNH ARCHITECTS, INC.CNH NO.:REVISIONS:DATE:7300 147TH WEST STREET SUITE 504APPLE VALLEY, MN 55124(952) 431-4433CITY SUBMITTAL - NOT FOR CONSTRUCTIONApple Valley Fire Station #213995 Galaxie AvenueApple Valley, MN 551242105006/06/223524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.DATE:LIC. NO.:PRINT NAME:SIGNATURE:T.J. Rose, P.E.5368106/06/2022DetailsC500EXISTING SUBGRADE SOILNEW 6" BASE AGGREGATENEW 4" PORTLAND CEMENT CONCRETEEXISTING SUBGRADE SOILNEW 8" PORTLAND CEMENT CONCRETENEW 6" BASE AGGREGATE#5 E.C. BARS @ 24" O.C. EACH WAYNEW 8" BASEAGGREGATEAPPROVED SUBGRADE SOILNEW 3.5" BITUMINOUS PAVEMENTPLACED IN 2 LIFTSPER PLAN1:201:202% MAX10'PER PLAN10'2% MAX2% MAXCONSTRUCTION DETAILCONCRETE SIDEWALK2C500PAVEMENT SECTIONHEAVY-DUTY CONCRETE3C500CONSTRUCTION DETAILLIGHT-DUTY BITUMINOUS1C500ACCESSIBLE RAMP DETAIL4C500CURB & GUTTER DETAILB612 CONCRETE5C500EXISTING SUBGRADE SOIL6"12"13.5"6"7"6"BACKFILL WITH NEWGOOD QUALITYTOPSOIL AND SODNEW BITUMINOUSPAVEMENTNEW BASEAGGREGATESLOPE34" PER FT.8"R3"R3"6"NOTE: TIP OUT CURB WHERE NECESSARY FOR PROPER DRAINAGE& GUTTER DETAILSURMOUNTABLE CURB6C500EXISTING SUBGRADE SOIL12"12"10.75"6"7"1.125"6"NEW BITUMINOUSPAVEMENTNEW BASEAGGREGATESLOPE34" PER FT.BACKFILL WITH NEWGOOD QUALITYTOPSOIL AND SODNOTE: TIP OUT CURB WHERE NECESSARY FOR PROPER DRAINAGECONSTRUCTION JOINT DETAIL7C500NEW PORTLANDCEMENT CONCRETE16"3"12" EXPANSION MATERIAL WITHSNAP-CAP OR RESERVOIR STRIPEMBED EPOXY COATED STEEL DOWELS8" INTO PROPOSED CONCRETE(1" BARS @ 12" ON CENTER)CROSS SECTIONUNDERGROUND CMP9C500SOIL SEPARATIONFABRIC (SIDES AND TOP)NEW BASE AGGREGATEACCESS RISERNEW BITUMINOUS PAVEMENTDRAINAGE ROCK18" SAND FILTER6" PERF.DRAINTILE18" MIN.12" MIN.12" MIN.2'TYP.48" PERF. PIPE WITH TRUNCATED DOMESACCESSIBLE RAMP DETAIL8C5008'BITUMINOUSTRAILSLOPE NOT TOEXCEED 5%TAPER CURBMNDOT ADA RAMPTRUNCATED DOMES2'NEWCURB & GUTTERVARIABLE1'-4"VARIABLE5" MIN.MANHOLE DETAILCATCH BASIN10C500SECTION8"PIPEDIA.PLANPRECAST INVERT SHOULD BE 1/2DIAMETER OF PIPE AND BENCHESSLOPED 2" TOWARD INVERT.MANHOLE FRAME & COVER:NEENAH R-1642, TYPE B LID (STMH, SOLID CLOSED, ROUND)NEENAH R-3067, TYPE L GRATE (CB, BARRIER)NEENAH R-2501, TYPE C GRATE (CB, ROUND OPEN GRATE)*UNLESS OTHERWISE NOTEDMANHOLE STEPS SHALL BE PLACEDSO THAT OFFSET HOLE IN TOP SLABIS FACING DOWNSTREAM.NO BLOCK STRUCTURES ARE ALLOWEDGRADE 1" BELOW 10' TRANSITION.MINIMUM OF 2, MAXIMUM OF 5CONCRETE ADJUSTMENT RINGS WITH FULLBED OF MORTAR BETWEEN EACH ANDA 4" COLLAR ON THE OUTSIDE. NO SHIMSOF ANY MATERIAL ALLOWED.INSTALL NEW EXTERNAL CHIMNEY SEAL.6" PRECAST REINFORCED CONCRETE SLAB.SEAL WITH 2 BEADS OF RAM-NEK.ALL JOINTS IN MANHOLE TO HAVE'O' RING RUBBER GASKETS.MANHOLE STEPS, COPOLYMER POLYPROPYLENEPLASTIC, WITH 1/2" GRADE 60 STEELREINFORCEMENT OR EQUAL, 16" O.C.PRECAST CONCRETE SECTION8" PRECAST SEGMENTAL CONCRETE BLOCKTO TOP OF THE PIPE SHALL BE USEDWITH SIZE AND DEPTH PROHIBIT THEFABRICATION OF PRECAST UNITS.8" MINIMUM SLAB THICKNESS,6' MINIMUM DIAMETER PRECASTCONCRETE SLAB, REINFORCEDWITH #4 REBAR @ 8" E.W.GROUT BOTTOMWATERTIGHT CONNECTION(BOOT/GROUT RING, TYPICAL) © CNH ARCHITECTS, INC.CNH NO.:REVISIONS:DATE:7300 147TH WEST STREET SUITE 504APPLE VALLEY, MN 55124(952) 431-4433CITY SUBMITTAL - NOT FOR CONSTRUCTIONApple Valley Fire Station #213995 Galaxie AvenueApple Valley, MN 551242105006/06/223524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comLarsonEngineering, Inc.I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION AND THATI AM A DULY LICENSED PROFESSIONAL ENGINEER UNDERTHE LAWS OF THE STATE OF MINNESOTA.DATE:LIC. NO.:PRINT NAME:SIGNATURE:T.J. Rose, P.E.5368106/06/2022DetailsC5011C5012C5013C5014C5015C5017C5016C5018C501 EECCDHHSEUEUEUEUEUEUEUEUEUEU E UE UE UE UE UE UE UE UE UE UE UE UE UE UEOEOEOEOEOEOEOEOEOEOE960961962963964965965959959958959960961962964963966967961962961960959958959957 957957957956955954963964965968969970971972973974CBRIM: 958.88INV: 958.48 (W)INV: 954.43 (S)CBRIM: 957.61INV: 954.41SANMHRIM: 957.75INV: 950.55957956955956955954953954955956957958959960961962XXX XX X X X X X 532 LF 27" RCP @ 0.13% (PER PLAN)CB-107 (PER PLAN)RIM: 953.09INV: 949.39128 LF 18" RCP @ 3.01% (PER PLAN)(PER PLAN)INV-18": 945.53INV-27": 945.17140th Street West9629619629639649659669639629619609609609589599609579589559569549 5 9957 9 5 5 9589569549 6 0963964965966967962963964965 959 960 L1.01Planting Plan0 32'16'8'CNH NO.:REVISIONS:DATE:7300 147TH WEST STREET SUITE 504APPLE VALLEY, MN 55124(952) 431-4433123456789101112131415ABCDEFGHJKLMABCDEFGHJKLM234567891011121314151NPQR161718161718NPQRApple Valley Fire Station #2 2105007/26/22DATE:LIC. NO.: PRINT NAME: SIGNATURE: LICENSED PROFESSIONAL LANDSCAPE ARCHITECT DIRECT SUPERVISION AND THAT I AM A DULY OR REPORT WAS PREPARED BY ME OR UNDER MY I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION THE STATE OF MINNESOTA.UNDER THE LAWS OF PAUL PAIGE, LA Landscape Architecture / Planning / Urban Design www.hkgi.com Minneapolis, Minnesota 23594CITY SUBMITTAL - NOT FOR CONSTRUCTION13995 Galaxie Ave Apple Valley, MN 55124 7.26.202206/120/22 updates140TH ST WESTGALAXIE AVEFLAG WITH LIGHTING,SEE ARCHITECTURAL & ELECTRICAL PLANS3FT ROCK MULCHMAINTENANCE STRIP AT BLD(NO PLANTINGS)MOWN TURF AREALOW MAINTENANCESEED AREALOW MAINTENANCE SEED AREAVERIFY CONFLICTSWITH NEWOH UNDERGROUNDLOCATIONMOWN TURF AREASNOW STORAGELOW MAINTENANCE SEED AREAMONUMENT SIGN , SEEARCHITECTURAL PLANSMOWN TURF AREA(8) BLACKHILLS SPRUCE16FT O.C.STAGGEREDLOW POINT,CB SITERETAINING WALLWITH FENCING,SEE CIVIL & ARCHITECTURAL PLANS PRIVACY FENCE,SEE ARCHITECTURAL PLANSMOWN TURF AREASNOW STORAGE(3) HERTZ COLUMNAR JUNIPER SHRUB(7) HEMLOCK EVERGREEN TREE16FT O.C.STAGGERED(7) BALSAM FIRSWAMP WHITE OAK TREE(4) CRISMSPIRE OAK TREE(3) HACKBERRY TREE(3) ARMSTRONGGOLD MAPLETREE(4) WHITE CEDAR ARBORVITAE EVERGREEN TREE(5) VIBURNUM SHRUB(5) VIBURNUM SHRUB(9) DOGWOOD SHRUBPAGODA TREE(5) SUMAC SHRUB(21) GRO-LOW SUMAC SHRUB(15) GRO-LOW SUMAC SHRUB(18) DWARF BUSH HONEYSUCKLE SHRUB(18) SPIREA SHRUB(5) SPIREA SHRUB(3) TAUNTON YEW SHRUB(6) ANDORRA COMPACT JUNIPER SHRUB(12) SPIREA SHRUB(3) SUMMER WINE NINEBARK SHRUB(5) STANDING OVATION SERVICEBERRY SHRUB(4) DROPSEED GRASS PERENNIAL(4) TAUNTON YEW SHRUB(24) RUBY RIBBONS SWITCH GRASS PERENNIAL(10) DAYLILY PERENNIAL(2) DOGWOOD SHRUB(8) GRO-LOW SUMAC SHRUB(10) RUBY RIBBONS SWITCH GRASS PERENNIAL(2) STANDING OVATION SERVICEBERRY SHRUB(2) DOGWOOD SHRUB(22) GRO LOW SUMAC SHRUB(2) BLACKHILLS SPRUCE TREE(4) ACCENT BOULDERS(16) DAYLILY PERENNIAL(5) SERVICEBERRY TREEPAGODA TREEDOGWOOD SHRUB(10 ) IROQUOIS BEAUTY CHOKEBERRY SHRUB(14 ) IROQUOIS BEAUTY CHOKEBERRY SHRUB(1) ACCENT BOULDERS(5) TAUNTON YEW SHRUB(14) DAYLILY PERENNIAL(3) HERTZ COLUMNAR JUNIPER SHRUB(3) SUMMER WINE NINEBARK SHRUB(3) ACCENT BOULDERS(12) SPIREA SHRUB(5) BALSAM FIR(2) RUBY RIBBONS SWITCH GRASS PERENNIAL(2) RUBY RIBBONS SWITCH GRASS PERENNIAL(1) STANDING OVATION SERVICEBERRY SHRUB(2) SPIREA SHRUBLANDSCAPE EDGERLANDSCAPE EDGERLANDSCAPE EDGERLANDSCAPE EDGERLANDSCAPE EDGERVERIFY CONFLICTSWITH OH UNDERGROUNDLOCATIONRETORE BLVD TURFAS NECESSARYRETORE BLVD TURFAS NECESSARYRETORE BLVD TURFAS NECESSARYRETORE BLVD TURFAS NECESSARYRETORE BLVD TURFAS NECESSARY(2) HACKBERRY TREESOD AREA(3) ACCENT BOULDERS PRIVACY FENCE,SEE ARCHITECTURAL PLANS PRIVACY FENCE,SEE ARCHITECTURAL PLANSTRASH ENCLOSURE,SEE ARCHITECTURAL PLANS(3) ACCENT BOULDERS CITY OF MEMO Public Works TO: Alex Sharpe, Planner FROM: Brandon S. Anderson, PE, City Engineer DATE: July 25, 2022 SUBJECT: Apple Valley Fire Station No. 2 Site Plan Review per plans dated 06/06/2022 Alex, The following are comments regarding the Apple Valley Fire Station No. 2 Preliminary Plans dated June 6, 2022. Please include these items as conditions to approval. General • All work and infrastructure within public easements or right of way shall be to City standards. • 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 • No construction work shall begin prior to a preconstruction meeting conference with a Public works and a Building Inspections representative. • Public Work Department (952-953-2400) shall be notified a minimum of 48 hours for any required water main shut downs and/or connections. • An underground infiltration system construction and maintenance agreement will be required as part of the development agreement. Permits • 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. • Department of Labor and Industry (DOLI) shall review private utilities. • A right of way permit will be required for all work within public easements or right of way. • A Natural Resource Management Permit (NRMP) will be required prior to any land disturbing activity commences. • 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 Storm water Permit. The applicant must provide proof of permit. Site • Recommendations for future intersection improvements were outlined in 2016 Traffic Study and include the following comments related to Fire Station: • The report noted that for the southbound right turn lane along Galaxie Avenue at 140th Street (see attached figure for reference) • A southbound right tum lane would impact all signal components on the northwest comer as well as one catch basin. With the presence of the bituminous trail and a landscaped area on the back side of the trail, there may be just enough right of way available if the trail is placed right up against the new curb. If a boulevard area is required for the trail, then additional right of way will be necessary. The landscaped area near the fire station could be reduced with the tum lane and trail construction to allow for the west side (fire station driveway) curb to be maintained as is (reducing the width of the landscaped area to around 4 feet). • Two fire station driveways will be impacted by right tum lane construction, and the bituminous trail that continues to the north will require relocation well into the tum lane taper area. Right of way is likely needed to the north to accommodate the trail relocation. The proposed southbound right tum lane may be able to be limited to 200-feet long (with a recommended 15: 1 deceleration taper area) due to lower right turning traffic volumes, but this tum lane length will still impact both driveways. If a 3 00-foot tum lane is wanted, then at least one boulevard tree and two boulevard bushes near the end of the tum lane area would require removal. Some above ground utilities are also impacted by this work (including a utility pipe located between the two driveways and behind the existing trail). • See the attached exhibit showing a 200’ long stacking distance. • Provide a site plan, showing boundary lines of property with dimension and area, and minimum setback lines. • Include Auto turn drawing for service and emergency vehicles entering and leaving the site. • Signage Plan and details should be included on site plan (i.e. pedestrian crossing signage, ADA, directional signs, no parking, etc…) • All retaining walls over 48” from bottom of footing to the top of wall shall be designed and certified by a structural engineer and submitted to building inspections for final approval. Retaining walls over 4’ will require a fence above the wall. Provide additional details and/or specifications for retaining wall block. Retaining walls shall be privately owned and maintained. Retaining walls are not allowed in drainage and utility easements without an approved encroachment agreement. • Show locations of proposed lighting fixtures for parking lots and site. • Drainage and utility easements should be shown and labeled on Plans. Grading & Drainage Plan • Final Storm Water Pollution Prevention Plan (SWPPP) shall be included with plans and shall be reviewed and approved by City Engineer. • Final Grading Plans shall be reviewed and approved by City Engineer. • Provide the overall site composite Curve Number (CN) along with the impervious % on the area tabulation. • Show all emergency over flow (EOF) elevations and routing. The finished floor/low opening elevation must be 1’ minimum above the EOF elevation. EOF route should be clearly identified on the plans. Storm Sewer • Final locations and sizes of Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. • Provide storm sewer calculations for storm water requirements. (Rational method including Hydraulic grade lines). • Provide details for the underground stormwater chamber system. Sanitary Sewer and Water main • Final locations and sizes of Sanitary Sewer and Water main shall be reviewed with the final construction plans and approved by City Engineer. • Identify Irrigation service location(s) if applicable per SER-4. • Provide additional drawing showing required hydrant coverage for site. • 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 • Proposed seed mix will likely require an establishment period of several years. Below is the recommended maintenance for the proposed 36-211 seed mix. If seed mix is deemed undesirable, installing native plant plugs in clusters would provide a faster establishment period. • To reduce weed establishment, mow 2 to 3 times (30 days apart) during 1st year with the mower deck about 6”-8” off the ground. Mow one time during the 2nd year before weeds set their seeds. Burn or mow once every 3 to 5 years following the initial 2 years of maintenance to remove dead plant material and stimulate new seed. • Due to the slope of the area, an erosion control blanket is recommended on the northwest side of the property. • Planted areas within the right of way should be relocated outside of the right-of-way. • The City encourages native perennial plantings. All of the proposed perennials and grasses are cultivars (cultivated varieties of native plants that do not have the same benefits to pollinators and birds), indicated by the name x ‘variety’. Native plants would not contain the variety name in quotes. • Accent Boulders are not allowed with right of way • Landscaping along Galaxie Avenue should be modified to address future turn lane and trail location. 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:A ugust 3, 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 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. Wednesday, September 7, 2022 - 7:00 p.m. Public hearing applications due by 9:00 a.m. on Wednesday, August 10, 2022. Site plan, variance applications due by 9:00 a.m. on Wednesday, August 24, 2022. Next City Council Meetings: T hursday, August 11 , 2022 - 7:00 p.m. T hursday, August 25, 2022 - 7:00 p.m. B AC K G RO UND: N/A B UD G E T I M PAC T: N/A