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HomeMy WebLinkAbout06/15/2022 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. June 15, 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 May 18, 2022 Regular Meeting 4.Public Hearings A.Losinski Addition C onsider subdivision by preliminary plat of existing single family parcel to split off an outlot for trail purposes. LO C AT IO N: 400 Reflection Road A PPLIC A N T: City of Apple Valley and Robert C. and Evolyn Earl Losinski 5.Land Use / Action Items A.Apple Valley Commerce Second Addition - PC22-07-ZSC B C onsider subdivision by preliminary plat, rezoning to align zones with new property lines, conditional use permit for the outdoor storage of delivery vehicles, and site plan review/building permit authorization for 117,600 sq. ft. industrial office/warehouse building. LO C AT IO N: Southwest corner J ohnny C ake Ridge Road and 147th Street West (6080 - 147th Street West). PET IT IO N ER: Scannell Properties #281, LLC and Menard Inc. B.Fire Station No. 2 Site Plan and Building Permit Authorization C onsider site plan/building permit authorization for the phased demolition of the existing Fire Station No. 2 and construction of a 30,111-sq. ft. two- story station, two-foot height variance for an attached training tower, and building coverage variance of 1%. 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, J uly 20, 2022 - 7:00 p.m. Planning Commission - Wednesday, August 3, 2022 - 7:00 p.m. C ity Council - T hursday, J une 16, 2022 - 7:00 p.m. C ity Council - T hursday, J uly 14, 2022 - 7:00 p.m. 7.Adjourn Regular meetings are broadcast, live, on C harter C ommunications C able C hannel 180 and on the C ity's website at www.cityof applevalley.org I T E M: 3.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E :J une 15, 2022 S E C T I O N:Consent A genda Description: A pprove Minutes of May 18, 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 May 18, 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 May 18, 2022 1. CALL TO ORDER The City of Apple Valley Planning Commission Meeting was called to order by Chair Kurtz at 7:00 p.m. Members Present: Jodi Kurtz, Paul Scanlan, Keith Diekmann, Paul Mahowald, Becky Sandahl, and Jeff Prewitt Member(s) Absent: David Schindler City staff members attending: Community Develo pment Director Bruce Nordquist, City Planner Tom Lovelace, Planner Kathy Bodmer, and City Attorney Sharon Hills. 2. APPROVAL OF AGENDA Chair Kurtz asked if there were any changes to the agenda. Community Development Director Nordquist stated there was an updated staff report for item 5.B. and there is an additional finding. Item 6.B. has also had a change in title from “Forecasting Staff Transitions” to “Development Update for 2022-2023 and Forecasting of Staff Transitions.” MOTION: Commissioner Diekmann moved, seconded by Commissioner Scanlan, approving the agenda. Roll call vote: Ayes - 6 – Nays - 0. 3. CONSENT ITEMS MOTION: Commissioner Mahowald moved, seconded by Commissioner Sandahl, approving the minutes of the meeting of May 4, 2022. Roll call vote: Ayes – 5 – Nays – 0 – AB - 1. 4. PUBLIC HEARING None 5. LAND USE A. Lunds & Byerlys City Planner Lovelace presented the staff report. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes May 18, 2022 Page 2 of 4 Commissioner Scanlan asked if the landscaping could be more mixed with horizontal and vertical elements and also seasonal plantings. City Planner Lovelace stated that vertically would be a challenge as the easement allows for only 3 feet so will likely consists of shrubs. Petitioner Mitchell Avery (Lund Food Holdings, Inc.) stated that the Magellan Pipeline easement has strict requirements including no higher than 3 feet and no root structure which limits the types of plantings. Community Development Director Nordquist noted that there was a label of beer and wine sales on the conceptual fixture plan and that Apple Valley is a municipal liquor store city. Mr. Avery stated that it is referring to on-sale beer and liquor. MOTION: Commissioner Diekmann moved, seconded by Commissioner Scanlan, to recommend approval of the LB Apple Valley preliminary plat, subject to conditions 1 through 9 in the staff report and an amendment to condition number eight changing the street number from 157th Street West to 155th Street West. Roll call vote: Ayes – 6 – Nays – 0. MOTION: Commissioner Diekmann moved, seconded by Commissioner Scanlan, to recommend approval of the Site Plan/Building Permit to allow for construction of a 44,600 sq. ft. grocery store on 6.07 acre lot in accordance with the submitted plans dated April 28, 2022, subject to conditions 1 through 13 in the staff report. Roll call vote: Ayes – 6 – Nays – 0. B. Goze Retaining Wall Planner Bodmer presented the staff report. Chair Kurtz asked if the previous retaining wall was in the wrong location. Planner Bodmer advised that she was not sure as there were no permits pulled for the previous wall. Petitioner Anthony Goze stated that the previous wall was built around 1980 and have heard from neighbors that the fence was not in the correct property line nor was the retaining wall. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes May 18, 2022 Page 3 of 4 Commissioner Scanlan asked if there were no permits for the original wall. Planner Bodmer stated that is correct. Commissioner Scanlan asked if the upper tier on the original wall was also in the School District’s property. Planner Bodmer stated that it would be difficult to ascertain, but that the fence definitely was. Commissioner Scanlan asked how the easement with the School District will be addressed when the house is sold in the future. Would that stay with the house and how would the new owners have record of this? Planner Bodmer stated that is correct. The easement between the homeowner and the School District is a private matter and the City is staying out of the matter. The City may not have the authority to require the easement to be filed since it is not a City easement. City Attorney Hills stated this is correct and not a City issue. The action requested is a variance for just the wall which does not extend into the School District’s property, just the fence does. Commissioner Mahowald asked if the new wall was replacing the existing wall and not extending past the property line. Mr. Goze stated that the existing wall was on the bottom two tiers and the upper wall is due to the change in elevation. Commissioner Scanlan asked if an as-built survey will need to be submitted to the City. Planner Bodmer stated they would not be required to, though one of the conditions is that a special inspector on site verifying the materials and placement. Some flexibility will be needed in order to make sure it is stabilized which is why a blanket variance is being requested. Commissioner Scanlan stated that an as-built survey could show where the property line is in relation to the wall so that the City has record of it and a prospective homeowner would have the information. City Attorney Hills said that the engineering plans and site plans will be kept with the building permit in the Engineering department and most title companies will see these documents. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes May 18, 2022 Page 4 of 4 MOTION: Commissioner Diekmann moved, seconded by Commissioner Sandahl, to recommend approval of the variance to allow retaining walls to be constructed less than five feet from the rear property line at 13488 Georgia Court based on the findings and subject to the conditions outlined in the staff report. Roll call vote: Ayes – 6 – Nays – 0. 6. OTHER BUSINESS A. Review of Upcoming Schedule and Other Updates The next Planning Commission meeting is Wednesday, June 1, 2022, 7:00 p.m. The next City Council meeting is Thursday, May 26, 2022, 7:00 p.m. B. Forecasting Staff Transitions Community Development Director Nordquist provided a brief presentation regarding upcoming projects and announced that he will be retiring at the end of the summer. 7. ADJOURNMENT Chair Kurtz asked for a motion to adjourn. MOTION: Commissioner Scanlan moved, seconded by Commissioner Diekmann, to adjourn the meeting at 7:58 p.m. Roll call vote: Ayes – 6 – Nays – 0. Respectfully submitted, ______________________________________ Breanna Vincent, Planning Department Assistant Approved by the Apple Valley Planning Commission on 6/15/2022 . Jodi Kurtz, Chair I T E M: 4.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E :J une 15, 2022 S E C T I O N:P ublic Hearings Description: L osinski A ddition S taff Contact: K athy Bodmer, A I C P, Planner Department / Division: Community Development Department Applicant: City of Apple Valley and Robert C. and Evolyn Earl L osinski P roject Number: P C22-11-S F Applicant Date: 60 Days: 120 Days: AC T I O N RE Q UE S T E D: 1. Open public hearing, receiv e comments, close public hearing. It is the policy of the Planning C ommission to not take action on an item on the same night as its public hearing. T he Planning Commission does not usually take action on an item on the same night as its public hearing. However, this subdivision is being initiated by the C ity, to assist the property owners, specifically for trail purposes. No other development is requested after the trail is installed. Staff views this is a housekeeping item and if there are no outstanding questions or concerns from the Planning C ommission, the following actions would be recommended: 2. Recommend approv al of the Subdiv ision by P reliminary P lat of Losinski Addition. S UM M ARY: Robert and Evolyn Losinski own the residential property at 400 Reflection Road. In 2021, the Street Improvement Project included trail overlays and pavement maintenance for various trails in the City. T he Losinski's property had an existing trail that was less than six feet (6') wide along their rear property line that connected Reflection Road and Holyoke Lane. In connection with the Street Improvement Project, the existing trail segment was replaced with a new 8' wide trailway; new trees and shrub plantings were also added to the area to replace trees and shrubs that were removed. T he C ity of Apple Valley worked with the Losinskis concerning the trail that traverses their rear yard. T he C ity normally would simply obtain an easement which would allow public use of the trail, but would leave the property owners responsible for the property. In this case, the property owners requested to simply split their property and dedicate the trail portion back to the City so that the C ity would be fully responsible for the trail. By subdividing and dedicating the trail property, the C ity would become the underlying property owner and responsible for the property. B AC K G RO UND: N/A B UD G E T I M PAC T: T he owners wish to dedicate the property to the C ity rather than the City acquiring it. T he City had previously had an easement over the area. T he 1,700 sq. ft. trail parcel would need to be maintained as a City trail segment. AT TAC HM E NT S : L ocation Map Z oning Map Preliminary P lat Site P lan Correspondence SITE 140TH ST W GARDEN VIEW DR134TH ST W 135TH ST W 1 3 7 T H S T W HO LY OKELN REFLECTIONRD HE RA L D W AY HOLYOKE PATH RIMROCK DR HENN A A VE138TH S T W HERSHEYCT139TH C THOLYOKEC T 136THCT HUR O N CT HAYES RDHEYWO O D C T HEMLOCK CTHUGHESCT HERALDCTHEYWO O DP A T H137T H C T 140TH STREET CT135TH S TW LOSINSKI ADDITION µ LOCATION MAP ^ SITE P P R-2 R-5 R-2 R-2 R-3 R-3 R-3 R-5 R-3 R-3 R-3 R-3 R-5 R-2 R-3 R-3 R-3 R-2 R-3 R-3 M-3C M-3C M-4C M-3C M-3C 140TH ST W GARDEN VIEW DR135TH ST W HO LY OKELNRE F L E CTIONRD 1 3 7 TH S T W134TH ST WH U R O N CT HEY W O O D C T 138THSTREET CT 135THSTW µ LOSINSKI ADDITION ZONING MAP ^ 995 995992 9 9 3 997 995 1000 99 5 994 994 9 9 5 10 0 31000 995 1000 1 0 0 0 1005 1006 1 0 0 7 10009979961000S >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > >llllllllllllllllllllll l l l l l l l l l l l l l l l l l l l l l lllllllllllllOU OU OU OU OU OU OUOUS E E E E E E E E E E E E E EEEEEEE E E E E E OCOCOCOCOCOCOCOCC C C C C C C C C C C C G G G G G G GGGGGCE S SAC GG G GGS C AC B S B XXXXXXXXXXEXISTING SHED 30.0' R E F L E C T I O N R O A D HOLYOKE LANE138TH STREET WEST 60' EXISTING DRAINAGE AND UTILITY EASEMENT Robert C. and Evolyn Earl Losinski 400 Reflection Road 01-83300-01-020 Eden Rousseau 401 Reflection Road 01-83300-01-010 Elmer D. Ronnig 13789 Holyoke Lane 01-18100-01-200 John M. Lang 8824 138th Street West 01-56723-01-010 Steven D. & Julie A. Lorenz 13811 Holyoke Lane 01-56721-10-010 Audrey Brown 424 Reflection Road 01-56650-06-010 EXISTING DRAINAGEAND UTILITY EASEMENTEXISTING DRAINAGEAND UTILITY EASEMENTBI T UM I N O U S R O A DW A Y BITUMINOUS ROADWAYBITUMINOUS DRIVEWAY AND PARKINGAREABITUMINOUS PATH CONCRETE EXISTING HOUSE 10.2' 40.3' CONCRETE DRAINAGE A N D UTILITY EA S E M E N T 5 LOT 1, BLOCK 1 555 5 5 5555 555 OUTLOT A EXISTING UTILITY EASEMENT L=59.55 R=57.55 Δ=59°17'19"36.54205.7635.0031.00S 02°44'14" W 242.30W O O D E D A R E A LANDSCAPING LANDSCAPINGLANDSCAPINGLANDSCAPING LANDSCPNG66.003 5 . 9 3 65.00N 14°41'26" E 108.9385.00 52.04 S 76°01'5 5 " W 6 2 . 5 5 S 89°12'29" E N 76°01'55 " ES 13°57'05" EN 4 5 ° 1 0 ' 5 1 " WN 44°49'09" E3507 HIGH POINT DRIVE NORTH BLDG. 1 SUITE E130 OAKDALE, MINNESOTA 55128 (651) 704-9970 R SCALE IN FEET 0 20 40 H:\APVA\0N1122908\CAD\C3D\122908_V_PLAT.dwg 5/17/2022 2:39 PM ©Bolton & Menk, Inc. 2022, All Rights Reserved FOR: DRAWN BY:FIELD BOOK:JOB NUMBER: R PRELIMINARY PLAT LOSINSKI ADDITION 400 REFLECTION ROAD APPLE VALLEY, MINNESOTA PID: 01-83300-01-020 CITY OF APPLE VALLEY MINNESOTA 0N1.122908 JMR PRELIMINARY PLAT LOSINSKI ADDITION LOT AREA: 23,077 SQFT (0.53 AC) OUTLOT AREA:1,696 SQFT (0.04 AC) TOTAL AREA: 24,773 SQFT (0.57 AC) LEGEND MONUMENT FOUND AIR CONDITIONER ANCHOR CONTROL POINT CURB STOP VALVE METER ELECTRIC PEDESTAL HAND HOLE HYDRANT LIGHT POLE MAILBOX MANHOLE-UTILITY MANHOLE-SANITARY MANHOLE-STORM POST INDICATOR VALVE COMMUNICATION PEDESTAL DECIDUOUS TREE CONIFEROUS TREE BUSH VALVE WATER SYSTEM STORM SEWER SANITARY SEWER INTERMEDIATE CONTOURS INDEX CONTOURS AC U S D C MANHOLE-WATER >> > l ELECTRIC UNDERGROUND GAS UNDERGROUND COMMUNICATION UNDERGROUND FIBER UNDERGROUND OVERHEAD UTILITY OVERHEAD COMMUNICATION OVERHEAD ELECTRIC C E F G OU OC OE E W M H RETAINING WALL SIGN - NON TRAFFIC 3/4" IRON PIPE MONUMENT SET MARKED BY LIC. NO. 17765 BOLLARDB ZONING PROPERTY ZONED R-3 SINGLE FAMILY 11,000 SQ FT. PROPERTY LIES WITHIN ZONE X. AREA OF MINIMAL FLOODING PER FIRM MAP: 27037C0201E, EFFECTIVE 12/02/2011 LEGAL DESCRIPTION: LOT TWO (2), BLOCK ONE (1), WATRUD 1ST ADDITION, ACCORDING TO SAID PLAT ON FILE AND OF RECORD IN THE OFFICE OF THE COUNTY RECORDER, IN AND FOR, DAKOTA COUNTY, MINNESOTA.SE 1/4 OF SEC 20, TWP 115, RNG 20 NOT TO SCALE LOCATION MAP A L I M A G N E T L A K E SURVEYOR'S CERTIFICATION I hereby certify that this survey, plan, or report 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. ________________ Date _____________________________________ Ronald P. Alwin License Number 17765 05/16/2022 S OU OU OUGGXXXS S CITY OF APPLE VALLEY DATE:PROJECT NO. FIGURE: Holyoke Trail Restoration STREET IMPROVEMENTS 2 2021-1053/11/2022 BLACK HILLS SPRUCE LOCATIONS TO BE MARKED IN THE FIELD BY THE ENGINEER COMMON PURPLE LILAC BUSHES LOCATIONS TO BE MARKED IN THE FIELD BY THE ENGINEER H O L Y O K E L A N E REFLECTION ROAD 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 :J une 15, 2022 S E C T I O N:L and Use / Action I tems Description: A pple Valley Commerce S econd Addition - P C22-07-Z S C B S taff Contact: K athy Bodmer, A I C P, Planner Department / Division: Community Development Department Applicant: S cannell P roperties #281, L L C and Menard, I nc. P roject Number: P C22-07-Z S C B Applicant Date: 4/12/2022 60 Days: 6/11/2022 120 Days: 8/10/2022 AC T I O N RE Q UE S T E D: 1. Recommend approval of the REZO N IN G of Lots 1 and 2, Block 1 and Outlot A, A PPLE VA LLEY C O MMERC E A D D IT IO N in accordance with the attached rezoning map. 2. Recommend Approval of the SUBD IVIS IO N BY P RELIMIN A RY PLAT of Apple Valley Commerce Second Addition, subject to: 1. Owner shall be responsible for the installation of right hand turn lane off of 147th Street West into site. 2. Drainage and utility easements shall be dedicated along all property lines as required by City C ode Sect. 153.29, except in cases where public utilities require additional easement as determined by the City Engineer. 3. A 10' drainage and utility easement shall be dedicated along the west side of Lot 1, Block 1 where it abuts Fernando Ave. 4. Existing excess drainage and utility easements dedicated for the C ity regional stormwater treatment basin shall be vacated with easement location subject to final review and approval of the C ity Engineer. 5. Park dedication shall be satisfied by a cash-in-lieu-of-land dedication based on the number of resident equivalents expected to be generated as a result of this development in accordance with City C ode Sect. 153.29. 6. Stormwater ponding dedication shall be satisfied by the dedication of Outlot A to the City. 7. Owner shall provide evidence of encroachment agreement for gas pipeline and overhead power line easements. 3. Recommend approval of a C O N D IT IO N A L USE P ERMIT for open (outdoor) storage of trucks, trailers, and similar vehicles, subject to: 1. Approval of the conditional use permit is subject to the rezoning of the property and subdivision by preliminary plat of Apple Valley C ommerce C enter 2nd Addition. 2. Outdoor open storage shall be conducted in accordance with the Site Plan attached as Exhibit A. 3. Vehicles shall be parked in designated parking spaces as depicted on Exhibit A and shall not block or interfere with internal circulation or fire truck access around the building. 4. T he number of vehicles to be stored outside shall be limited to a total of 152 vehicles. 5. Only fully operating trucks, trailers, box trucks, delivery vans and similar motor vehicles may be stored on the site. No damaged or inoperable vehicles may be stored on the site. 6. No pallets, packaging, refuse or debris may be stored outside or on any open trailers or beds of motor vehicles. 7. No product or inventory may be stored outside on the site. 4. Recommend approval of the S IT E PLA N /BUILD IN G PERMIT A UT HO RIZAT IO N for construction of a 117,600 sq. ft. warehouse distribution building subject to the following conditions: 1. Approval of the site plan/building permit is subject to the rezoning of the property, the subdivision by preliminary plat of Apple Valley Commerce Center 2nd Addition, and a conditional use permit for outdoor storage. 2. T he landscaping shall comply with the landscape plan dated J une 7, 2022. A nursery bid list shall be submitted at the time of application of the building permit that confirms that the value of the landscape plantings on the plan meet or exceed 1.5% of the value of the full build-out of the building, based on means construction data in accordance with City C ode Sect. 155.349. 3. A roof cross-section drawing shall be submitted at the time of application of the building permit that confirms that the roof top mechanical units are screened in accordance with City C ode Sect. 155.346. 4. All refuse and recycling shall be stored within the building or enclosed within a container. All waste containers shall be completely screened with a wall that matches the exterior material of the building in accordance with C ity C ode Sect. 155.348(C ). 5. Owner shall provide evidence of executed Encroachment Agreement with Magellan Pipeline and Great River Energy for work proposed within their easements. 6. T he final grading, drainage, sanitary sewer, water and storm sewer plans are subject to review and final approval of the City Engineer. S UM M ARY: T he petitioner requests consideration of a subdivision by preliminary plat, rezoning to align existing zoning districts with new property lines, conditional use permit for outdoor storage of delivery trucks, and site plan review/building permit authorization for 117,600 sq. ft. industrial office/warehouse building with a 3,400 sq. ft. detached maintenance building. T he property owner has identified a single business that is interested in developing the site with a 117,600 sq. ft. building for distributing prepackaged snack foods. A conditional use permit (C UP) is requested to allow the outdoor storage of step vans, box trucks and semi trucks on the site. T he outdoor storage area requires additional lot area, so the property owner seeks to increase the size of the lot from 8.4 acres up to 16.0 acres. T he property owner to the south, Menard Inc., is willing to sell property, provided a minimum 3.0-acre lot is retained for them and that a separate outlot is created for the regional retention pond to be dedicated to the City. Public Hearing Review: T he Planning Commission conducted the public hearing for the subdivision and conditional use permit at its May 4, 2022, meeting. One comment was received by the public and a number of questions were posed by the Planning Commission. 1. Please review the exterior building materials of the accessory garage. Staf f response: T he petitioner updated the exterior building materials to better match the exterior of the main building. 2. Landscaping on the west side of the site is lacking. Staf f response: T he petitioner revised the landscape plan to address this concern and has added plantings along the west side of the site. 3. What is the building material of the fence? Long-term, we want to ensure the fence remains attractive and not a nuisance. Staf f response: T he fence is required to be constructed of a maintenance-free, durable material. T he majority of the fence will be an 8' tall privacy fence that will be integrated with berming and extensive landscaping to avoid long expanses of blank walls. Where there are gates and openings, the petitioner will use an 8' tall vinyl picket-type fence. B AC K G RO UND: Scannell Properties #281, LLC , owns the 8.4-acre parcel on the southwest corner of J ohnny Cake Ridge Road and 147th Street. T he subdivision of the property and development agreement were executed and approved in 2021 for A pple Valley C ommerce Addition, a development of a 117,000 sq. ft. flex industrial building on an 8.4-acre lot. T he first addition approvals were based on a flex office-warehouse building design, with the expectation that the owner would build out the individual suites as they were leased out. T he proposed new development, Apple Valley Commerce Second Addition, would be very similar to the previously approved development, but modifications are requested to address the operational needs of an identified single tenant. Two access points remain in nearly the same locations as previously approved, with one on the north side to 147th Street, and one on the west side, to Fernando Ave. Employee parking is shown around the north and west sides of the building. T he majority of the site is proposed to be secured with privacy fencing with berming and landscaping to help soften the appearance of the solid fencing. Loading dock doors are proposed to face J ohnny Cake Ridge Road which require additional consideration and treatment. T he C ity C ode states that dock doors, including maneuvering area, must be a minimum of 100' from the right-of-way line and that a minimum 40' landscaped area be created for screening and buffering the use. A Great River Energy easement for overhead power lines traverses the area which requires the landscaped area to be shifted to the west. T he treatment shown appears to meet the code requirements. A small 3,400 sq. ft., accessory stand-alone maintenance garage is shown southwest of the main office/warehouse building. T he petitioner states that no fuel will be dispensed in this location and that the exterior will be tip-up concrete panels that complement the appearance of the main building. T he exterior materials were revised to better match the main building. An outlot is proposed to be created which would be dedicated to the C ity for a regional storm water basin. T he lot appears to be smaller than the current City easement, which is being reviewed by the C ity Engineer. T he Engineer states that the pond sizing will need to be reviewed to ensure it will properly serve the area. A vacation of easements may be needed if the C ity agrees to the size of the basin proposed to vacate excess easements. T his will be reviewed in more detail in connection with the final plat and development agreement. Conditional Use Permit: A conditional use permit is requested for the open (outdoor) storage of delivery vehicles including semi tractors and trailers, semi trailers, box trucks, step vans and similar. A maximum of 152 vehicles are requested to be stored on the site. C onditions of approval include only operational vehicles may be stored, only vehicles may be stored, no product may be stored. An 8' privacy fence, berming and landscaping appear to do a good job of screening the area from J ohnny C ake Ridge Road to the east and along the south line. Staff has worked closely with the petitioner to ensure the outdoor area is fully screened from adjacent streets. T he developer has been able to beef up landscaping along the west side of the site. O ne view remains a concern, from the southwest side of the site looking across the ponding area. T he petitioner will provide some options for addressing this view of the south dock doors and outdoor storage area. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Background Material Memo Map Plan S et Plan S et Plan S et Plan S et APPLE VALLEY COMMERCE CENTER SECOND ADDITION PROJECT REVIEW Existing Conditions Property Location: Three parcels on southwest corner Johnny Cake Ridge Road and 147th Street West. Primary parcel addressed as 6080 – 147th Street West Legal Description: Lots 1 and 2, Block 1, and Outlot A, APPLE VALLEY COMMERCE CENTER Comprehensive Plan Designation IND-Industrial Zoning Classification “I-2” (General Industrial) and PD-1053, Zone 2 Existing Platting Two platted lot and one outlot. Current Land Use Vacant. Location of former concrete pipe plant scrap concrete landfill. Site cleanup completed 2021. Size: Existing Proposed Lot 1 Scannell: 8.4 acres 16.0 acres Lot 2 Menard Property: 11.7 3.0 Outlot A (reconfigured): 1.0 1.8 Total: 21.1 acres Topography: Varied/Disturbed. Existing Vegetation Unmaintained grasses and shrubs. Other Significant Natural Features The parcel was a former solid waste landfill for scrap concrete pipe when the property to the south was used for a concrete pipe manufacturing plant. The landfill was closed December 1990 with a closure statement filed with the property deed October 4, 1991. Response Action Plan (RAP) Implementation Report Approval/Petroleum No Action letter, issued by MPCA December 21, 2021, for the site cleanup completed in 2021. Adjacent Properties/Land Uses NORTH Abdallah Candy Comprehensive Plan IND-Industrial Zoning/Land Use I-2 (General Industrial) SOUTH Menards at Hanson Concrete Comprehensive Plan IND-Industrial Zoning/Land Use PD-1053, Zone 2 EAST Johnny Cake Ridge Road and Uponor Comprehensive Plan IND-Industrial Zoning/Land Use I-1 (Limited Industrial) WEST Outlot A Menards at Hanson Concrete (proposed retention area) Comprehensive Plan IND-Industrial Zoning/Land Use PD-1053, Zone 2 Development Project Review Comprehensive Plan: The 2040 Comprehensive Plan guides the development of the site for “IND” (Industrial) uses. The proposed office/warehouse building is consistent with the comprehensive plan guidance. Zoning: The property is currently zoned “I-2” (General Industrial) and PD-1053. The parcels owned by Menard are zoned PD-1053 and are part of the Menards at Hanson Concrete plat and development. While an office/warehouse flex building is a permitted use in both zoning districts, the zoning district boundary must follow property boundaries; Scannell prefers to keep the I-2 zoning designation on its parcel. A rezoning is needed to align the zoning district boundaries with the new property lines. Preliminary Plat: The proposed plat would reconfigure the lots owned by Scannell and Menard. The new subdivision will increase the size of the Scannell property (proposed Lot 1) from approximately 8.4 acres to 16 acres, leaving a 3.0-acre parcel owned by Menard. The retention pond currently located southwest of Lot 1 would be contained within an outlot that is proposed to be dedicated to the City. Site Plan: The 117,600 sq. ft. flex industrial building is oriented so that the front of the building faces north and the loading/receiving area faces south and east. The location of the building has been shifted west to allow for the addition of loading dock doors on the east side of the site. The proposed building would be similar in size to the previously approved building on the site. The access points are the same location as previously, one from the north from 147th Street to the north side of the building, and one from the west from Fernando south of the building. A dedicated right turn lane will be needed off of 147th Street, consistent with other driveway accesses that have been required in the area. Customer and employee parking is provided on the north and west sides of the building. An outdoor truck storage area is planned on the south side of the site. Loading dock doors are shown facing Johnny Cake Ridge Road which must meet the requirements of §155.354: the dock doors, including maneuvering area, must be a minimum of 100’ from the right-of-way line, and a minimum 40’ bermed and landscaped screen must be installed. The plans appear to meet this requirement. Curb is required around the perimeter of the parking lot. The sidewalk adjacent to the building will have an integrated curb. The width of the sidewalk will be increased from 5’ to 6’ to ensure adequate room for pedestrians in cases where vehicles may overhang the sidewalk. The previous parking requirement was calculated using a generic formula assuming 20% office and 80% manufacturing/warehouse. Now that a user has been identified and a floor plan submitted, the parking required is lower than originally determined. With an office area of 10,500 sq. ft. and warehouse area of 105,000 sq. ft. the parking required would be a minimum of 117 spaces. Proof-of-parking spaces are also shown to allow for adding staff parking in the future. A truck turn plan has been submitted that demonstrates how trucks will maneuver to access the loading dock doors within the site. A truck turn drawing also demonstrates how fire trucks will be able to circulate around the building. The Fire Marshal requested the parking on the west side of the site connect to the entrance drive to Fernando Ave, creating full fire safety access around the building. The petitioners request to install a gate which the Fire Marshal says can be accommodated. Grading Plan: The site is the location of a former solid waste disposal site for concrete pipe manufacturing scrap. A closure record was issued by the Dakota County Public Health Department December 11, 1990, and recorded October 4, 1991, as Document No. 1008225. The site was reclaimed during the summer of 2021 and is available for redevelopment. Elevation Drawings: The elevation drawings indicate the building will be constructed of concrete tip-up panels with integrated color. The panels will generally be 37’ high with a decorative 40’ panel with parapet feature on six of the front sections to highlight the front entry areas and building cornices. The maximum building height in the I-2 zone is 40’. The zoning code requires that all sides of the building must be treated as a front and have “equally attractive elevations” or four-sided architecture. A similar treatment with the decorative panels is shown on the south, east and west sides of the building. The south and east sides of the building, the loading and receiving dock areas, will be clearly visible from both Johnny Cake Ridge Road and Fernando Ave and from the nearby properties. Screening of the loading dock areas is provided with a combination of privacy fencing, berming and landscaping. Screening of the mechanical units is provided in the attached “Site Vision Plan.” Screening of the mechanical units will need to be addressed prior to the issuance of the building permit. Landscape Plan: The value of the landscape plantings on the landscape plan must meet or exceed 1.5% of the value of the cost of the construction of the building based on Means Construction Data. Additional landscaping is provided to help screen the outdoor storage area. Availability of Municipal Utilities: Utilities are available to the site. Sanitary sewer will be accessed from Johnny Cake Ridge Road on the east side of the site. Water will be looped around the building with connections to water main at 147th Street W. and Fernando Ave. Storm water will be managed off-site by a regional storm water pond to the southwest on Lot 1. Street Classifications/Accesses/Circulation:  Johnny Cake Ridge Road (Major Collector) – No new access points are proposed out to Johnny Cake Ridge Road.  147th Street West (Minor Collector) – One full access is shown onto 147th Street West from the site. A turn lane will be required off of 147th Street.  Fernando Avenue (Local commercial street) – One full access is shown onto Fernando Avenue. Pedestrian Access: Trail is required along both 147th Street and Johnny Cake Ridge Road. The proposed Scannell development will be responsible for the installation of trail along Johnny Cake Ridge Road connecting to the trail constructed as part of the Menard and Johnny Cake upgrade project. The plans will also need to show sidewalk connections from the building to the trails on 147th Street and Johnny Cake Ridge Road. Public Safety Issues: Fire would like to see full fire vehicle access around the building. The parking lot on the west side of the site was modified to connect to the driveway access off of Fernando Ave. Recreation Issues: A cash-in-lieu of land park dedication was previously dedicated for Apple Valley Commerce First Addition. The park dedication calculation is calculated based on the number of employees expected based on the size of the building. The park dedication will need to be re-reviewed to determine whether additional dedication is needed. Signs: No sign approvals are given at this time. No signs may be installed prior to the issuance of a permit. A separate sign permit must be obtained prior to the installation of any signs on the site or the building. Public Hearing Comments: One comment was received from the public concerning the exterior screening fence material. The fence is proposed to be 8’ tall and constructed of a maintenance-free vinyl material. The fence will be integrally colored with a pattern similar to a cedar privacy fence. The fence is proposed to be incorporated into the landscape plan with trees and plantings which will help to break up the appearance of the fence. TO: Kathy Bodmer, Planner FROM: George Dorn, Building Official DATE: April 13, 2022 SUBJECT: 6080 147th St W (Scannell Office/Warehouse)  A SAC determination is required from Met Council prior to permit issuance from the City.  Architectural, Structural and Civil plans are required to be signed with the permit application.  Platting of the property lines must be completed prior to permit issuance.  Geotechnical report boring log and Special Inspector Agreement is required prior to permit issuance and soil corrections on site.  Submit plans to Minnesota Department of Labor Plumbing Division for review of proposed plumbing, roof drainage, and sanitary and storm design.  A trash area is required per MSBC 2020 1303.1500. Subpart 1 requires recycling space in accordance with Table 1-A on plans issued for permit.  The City of Apple Valley has adopted the 2020 MN Rule 1306, subpart 3 Special Fire Protection systems. This section would require the building to have an automatic sprinkler system installed based on occupancy type and square footage.  Allowable area and building heights will be determined once the code analysis has been completed with the permit application.  Mechanical equipment on the roof is required to have access in accordance with MN Mechanical Code 306.5.  Per MSAC 502.4.4, the access aisles for the accessible areas shall be marked with a designation sign that says “no parking. Review areas under consideration for accessible parking areas.  F-1 or S-1 occupancies shall have smoke and eat vents installed in accordance with Section 910.3 or a mechanical smoke removal system installed in accordance with Section 910.4 shall be installed in buildings and portions thereof used as a Group F-1 or S-1 occupancy having more than 50,000 square feet of undivided area.  The north parking area has 65 parking spaces. The MSAC code table 1106.1 would require 3 accessible stalls. The west lot is fine. It would be an option to add the third required space to the main west entrance, since it appears this is the customer primary entrance.  C402.5.6 require cargo door openings and loading door openings be equipped with weather seals that restrict infiltration and provide direct contact along the top and sides of vehicles that are parked in the doorways.  C402.5.7 would require a vestibule in building entrances unless the area it opens to is less than 3,000 square feet, or meets one of the exceptions.  Is the maintenance garage shown on the plan part of this scope of work? See page C-104.  The domestic and fire suppression water supply is required to be split outside the building with separate shut off valves. Contact our City Engineer for acceptable connections. MEMO Building Inspections  Separate sign permits are required. Signed structural drawings will be required for review with the Building Permit application. Apple Valley Fire Department MEMO City of Apple Valley TO: Kathy Bodmer FROM: Brian Kilmartin, Fire Marshal DATE: April 27, 2022 SUBJECT: Scannel Property Kathy a couple of items from me on this project. 1- Fire would like to see the West lot connected to the Fernando Drive way. 2- Will there be on site fuel storage? 3- Fire Sprinkler  Separate systems for each building 4- Fire Alarm  There will need to be two fire alarm systems (main bldg. and repair garage), both will need to report the main buildings address, which building the alarm is present in and report point specific. Brian Kilmartin Fire Marshal CITY OF MEMO Public Works TO: Kathy Bodmer, Planner FROM: Brandon S. Anderson, City Engineer DATE: June 10, 2022 SUBJECT: Apple Valley Commerce Center 2nd Addition Preliminary Plan Review Kathy, The following are comments regarding the Apple Valley Commerce Center 2nd Addition Preliminary Plan Review dated June 8,2022. Please include these items as conditions to approval. General 1. Drainage and utility easement shall be dedicated on final plat over all public infrastructure. 2. All work and infrastructure within public easements or right of way shall be to City standards. 3. 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 4. A pre-construction meeting shall be held prior to beginning any work on the site. 5. Submit a Storm water Management Checklist. The checklist can be found on the City’s website at https://www.cityofapplevalley.org/DocumentCenter/View/16258/Project- Submittal-Checklist_Fillable 6. Applicant shall be responsible for maintaining the catch basin sumps located within the parking lot. A maintenance agreement will be required. 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. A Natural Resource Management Permit (NRMP) will be required prior to any land disturbing activity commences. 9. Provide a copy of the executed Encroachment Agreement with Magellan Pipeline for work occurring within easement area as indicated on plans. 10. Provide a copy of the executed Encroachment Agreement with Great River Energy for work occurring within easement area as indicated on plans. 11. A right of way permit will be required for all work within public easements or right of way. 12. A public infrastructure project is anticipated for the required right turn lane in public right of way. Plans and specifications shall be completed by the City of Apple Valley. A private installation agreement may be necessary for construction of public infrastructure by developer or the developer can have the City of Apple Valley publicly bid the improvements and provide assessments back to the property. 13. A public infrastructure project is anticipated for the sanitary sewer extension in the public right of way along Johnny Cake Ridge Road, the trail extension and street lights. Site 14. Final site plan shall be reviewed with the construction plans and approved by City Engineer. 15. Provide a 10’ easement along the west side of the property along Fernando Avenue. 16. 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. 17. Access Restriction easement should be shown on Preliminary Plat. 18. Development will be required to install street lighting along Johnny Cake Ridge Road from property line to 147th along new bituminous trail. Grading, Drainage and Erosion Control 19. Final Grading Plans shall be reviewed and approved by City Engineer. 20. Final Storm water Management Plan shall be reviewed and approved by City Engineer. 21. Label all Emergency Overflows. 22. The retaining wall foundation shall be above the 100-year HWL in the pond. Sanitary Sewer, Water Main 23. Final locations and sizes of Sanitary and Water main shall be reviewed with the final construction plans and approved by City Engineer. 24. Sanitary Sewer shall be public infrastructure to SSMH-2. 25. A letter is required addressing minimum slope/flow requirements due to existing elevation of sanitary manhole in JCRR and trunk storm sewer conflicts. Additional approval is needed by City Engineer/Building official. 26. Provide additional drawing showing required hydrant coverage for site. (Max. hydrant spacing is 450-feet for Commercial/Industrial areas.) 27. Identify Irrigation service location(s) if applicable per City Detail SER-4. Storm Sewer 28. Provide pretreatment device/s, such as a SAFL Baffle or approved equal and sump prior to discharging into the public storm sewer. Any sumps shall be privately maintained and routinely cleaned as the accumulated sediment will be from the private parking lots and roadways. 29. Final locations and sizes of Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. Traffic 30. A trip generation comparison between the proposed development and the previous development assumptions is shown in Table 1. Table 1. Trip Generation Comparison Development Scenario AM Peak Hour PM Peak Hour Daily In Out In Out Proposed Development 57 84 57 57 432 Previous Development 35 8 9 36 391 Trip Comparison +22 +76 +48 +21 +41 In comparison to the previous development assumptions, the proposed development is going to generate an addition 98 a.m. peak hour, 69 p.m. peak hour, and 41 daily trips. Note, approximately 40 percent of the a.m. peak hour and 50 percent of p.m. peak hour trips are heavy vehicles. Operational Review A review was done to determine how many of these trips are proposed to travel through the 147th Street/Johnny Cake Ridge Road and the 149th Street/Johnny Cake Ridge Road intersections to understand if the additional trips will be able to be accommodated by the current traffic controls. A review of the available reports provided approximate existing intersection level of service for the two study intersections. Results are shown in Table 2. Table 2. Existing Operations 147th St W & Johnny Cake Ridge Rd (Signalized) 149th St W & Johnny Cake Ridge Rd (Roundabout) AM LOS (Delay) PM LOS (Delay) AM LOS (Delay) PM LOS (Delay) B 10 sec B 12 sec A 5 sec A 6 sec A quantitative review of the added volumes of the intersection was completed to understand how much additional volume is expected to travel through these intersections. Based on the directional distribution presented within the traffic study, the following volumes were identified in Table 3. Table 3. Added Volumes 147th St W & Johnny Cake Ridge Rd 149th St W & Johnny Cake Ridge Rd AM PM Daily AM PM Daily Proposed Development Trips +28 +23 +86 +49 +40 +151 Based on the LOS B operations at the signalized 147th Street/Johnny Cake Ridge Road intersection, the additional approximately 20 to 30 trips would not be expected to present an operation issue as there is sufficient excess capacity at the intersection. Based on the LOS A operations at the roundabout at 149th Street/Johnny Cake Ridge Road intersection, the additional approximately 40 to 50 trips would not be expected to present an operation issue as there is sufficient excess capacity at the intersection. The traffic controls and geometry appear to be sufficient to accommodate the proposed development and no additional improvements are necessary. Landcape and Natural Resources 31. A 16.5 foot buffer is required around the pond edge and will be maintained by the City. Signage will be posted, property owner shall not encroach into buffer area. Any areas disturbed as part of the construction shall be re-seeded with appropriate seed mix and re- established per the mix guidelines. 32. Landscape Plan Sheet L-101 dated 6/7/2022 states 53 island trees are required to meet the minimum planting requirements, however no trees are shown in parking islands. Provide a plan with trees in islands meeting the City’s minimum landscaping code or indicate where these extra trees are to be located elsewhere on the site. 33. Ensure trees have space to reach mature size to maintain good form. For example the red and white pines are drawn 20-25’ on center. Shall expand to 30-35’ for better spacing as these trees reach ~40’wide each. 34. Ensure trees planted below power lines will not create a future conflict. 35. Ensure all trees proposed to be planted are within the site and not on other properties. 36. The City encourages decreasing the daylily quantity and planting more of the other native species in the schedule or further diversifying. Daylilies currently makeup approximately 45% of the perennials proposed on site. 37. Incorporation of additional native plants into the planting plan in place of cultivars and native cultivars will have additional water quality and pollinator habitat benefits. SITE 150TH ST WFLAGSTAFFAVE147TH S T W JOHNNY CAKE RIDGE RDFERNANDO A V E 148THSTW UPPER 147TH ST W 151ST ST WEXLEY LNEVEREST AVEEXCELSIOR LN144TH ST W 143RD ST W 145THSTW EVELETH AVEFELTON CTFLAXWAY FOOTBRIDGEWAY EUROPAAVEFLORENC E T R L 1 4 9 T H S T W EVEREST AVE150TH ST W 149THST W APPLE VALLEYCOMMERCE CENTERSECOND ADDITION µ LOCATION MAP ^ SITEPD-1053 BP BP I-2 I-1 I-1 I-1 I-1 I-2 M-5C M-5C PD-746 PD-1053 150TH ST W 1 4 7 T H S T W PILOT KNOB RDFLAGSTAFFAVEFERNANDO A V E ENERGY WAY148THSTW FLORENCE TRL EUROPAAVEEVEREST AVEENDICOTTWAYJOHNNY CAKE RIDGE RDUPPER 147TH ST W EUREKA CT FELTON CTEUROPAWAY 1 4 9 T H ST W EVENDALE WAYPILOT KNOB RDUPPER147THSTW 149THST W µ APPLE VALLEYCOMMERCE CENTERSECOND ADDITION ZONING ^ I-2 I-2 PD-1053PD-1053I-2 S IT E I-1 I-1 I-1 I-1I-2 M-5C PD-1053 1 4 7 T H S T W UPPER 147TH ST W ENERGY WAY148THSTW EVEREST AVEEUROPAAVEFELTON CT149THSTW EVENDALEWAYEXISTING PROPOSED APPLE VALLEY COMMERCE SECOND ADDITION AERIAL SITE PHOTO SITE Menards Uponor James Barton Design Wise Swim School 147th St. W. Johnny Cake Ridge Road 149th St. W. JOHNNY CAKE RIDGE RD.147TH ST WCOUNTY ROAD 42PILOT KNOB RD.APPROXIMATEPROJECTBOUNDARYPRELIMINARY SITE CONSTRUCTION PLANSFORAPPLE VALLEY COMMERCE CENTERCITY OF APPLE VALLEYDAKOTA COUNTY, MINNESOTAJUNE 2022PROJECT LOCATIONCITY: APPLE VALLEYCOUNTY: DAKOTATHIS PLANSET CONTAINS 24 SHEETSOWNERSCANNELL PROPERTIES294 GROVE LANE, SUITE 140WAYZATA, MN 55391(P)- 763-331-8854CONTACT: DAN SALZERENGINEERSTANTEC CONSULTING SERVICES, INC.7500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427(E) - DAN.LAVENDER@STANTEC.COMCONTACT: DAN LAVENDER, P.E.VICINITY MAPDWN BY:ISSUE DATE:PROJECT NO.:227701250U:\227701250\drafting\0031\5_DESIGN\1_CAD\3 PLANSHEETS\G-101 Cover Sheet.dwgDESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:6/7/2022 6:13:22 PMAPPLE VALLEYCOMMERCE CENTERSW CORNER OF147TH ST WEST & JOHNNY CAKE RIDGE ROADPROJECT TITLE:MDHCHK'D BY:DMLAPP'D BY:DMLCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 553917500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126806/07/2022304/07/2022 CITY SUBMITTAL 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIG04/29/2022 CITY RE-SUBMITTAL 206/07/2022 CITY RE-SUBMITTAL 3G-001COVER SHEETSHEET INDEXSHEET NUMBER SHEET TITLEG-001 COVER SHEETG-002 GENERAL NOTESG-003 GENERAL NOTESG-004 EXISTING CONDITIONSC-001 REMOVALS PLANC-002 PRE-CONSTRUCTION EROSION CONTROL PLANC-101 OVERALL SITE PLANC-102SITE PLAN (WEST)C-103SITE PLAN (EAST)C-104SITE PLAN (SOUTH)C-201 POST-CONSTRUCTION EROSION CONTROL PLANC-202 SWPPPC-301 GRADING PLANC-401UTILITY PLANC-501 STORM SEWER PLANC-801 DETAILSC-802 DETAILSC-803 DETAILSC-804 DETAILSC-805 DETAILSC-806 DETAILSC-807 DETAILSL-101LANDSCAPE PLANL-801LANDSCAPE DETAILS 148TH SUPPER 147TH STREET WESTFERNANDO AVENUE JOHNNY CAKE RIDGE ROAD985985985981981982982983983984984984986986986987987987LOT 1OUTLOT A965970975964966967968969971972973974970975980980980980985985985985985985985985985967968969971972973974 976 977977 9789789799799819819819819829829829829839 83 983983983983983983983983983983983983983983984984984984984984984984984984984984984984984986 986986986986987987987987988988988988988988988989989980980 985985978978 979 979981981982982982 982983984965 965964964 966 966970 975980968 969 97197297397497697797897998198097979981982 975980974976977 97879981982983>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>>>>>FES-4RIM=971.9642" INV IN=968.00 (NE)CBMH-20RIM=979.5842" INV IN=968.11 (E)42" INV OUT=968.11 (SW)CBMH-19RIM=979.7242" INV IN=968.27 (E)42" INV OUT=968.27 (W)CBMH-18CRIM=980.4142" INV IN=968.41 (E)42" INV OUT=968.41 (W)CBMH-18BRIM=981.4942" INV IN=968.61 (E)42" INV OUT=968.61 (W)MH-18ARIM=981.5936" INV IN=968.70 (N)42" INV OUT=968.70 (W)MH-18RIM=981.5033" INV IN=968.79 (E)36" INV OUT=968.79 (S)MH-13RIM=982.9415" INV IN=967.74 (E)15" INV OUT=967.74 (N)OS-1RIM=976.5215" INV IN=968.00 (E)15" INV OUT=968.00 (W)FES-2RIM=967.5215" INV OUT=965.50 (W)MH-14RIM=987.3415" INV IN=966.50 (S)15" INV OUT=966.50 (W)CBMH-124RIM=982.0042" INV OUT=970.50 (SW)CBMH-4RIM=982.1430" INV IN=972.41 (SE)15" INV IN=977.68 (SW)42" INV IN=970.15 (NE)48" INV OUT=969.65 (W)GGOUCOMXX>>>>>>IPROPERY LINEEASEMENT LINEGRAVEL EDGEBITUMINOUS EDGEGAS LINEOVERHEAD UTILITY LINECOMMUNICATION LINEMINOR CONTOURMAJOR CONTOURFENCESANITARY SEWERSTORM SEWERWATERMAINUNDERGROUND ELECTRICSANITARY SEWER MANHOLESTORM SEWER CATCH BASINSTORM SEWER MANHOLESTORM SEWER FESHYDRANTWATER VALVEELECTRIC MANHOLESIGNBOLLARDPOWER POLEANCHORLIGHT POLEUEUELEGENDDWN BY:ISSUE DATE:PROJECT NO.:227701250U:\227701250\drafting\0031\5_DESIGN\1_CAD\3 PLANSHEETS\C-001 Existing Conditions.dwgDESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:6/7/2022 6:14:27 PMAPPLE VALLEYCOMMERCE CENTERSW CORNER OF147TH ST WEST & JOHNNY CAKE RIDGE ROADPROJECT TITLE:MDHCHK'D BY:DMLAPP'D BY:DMLCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 553917500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126806/07/2022304/07/2022 CITY SUBMITTAL 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIG04/29/2022 CITY RE-SUBMITTAL 206/07/2022 CITY RE-SUBMITTAL 3EXISTING ASPHALT SURFACEG-004EXISTING CONDITIONS1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.NOTES FERNANDO AVENUE985985985985985985990990981981982982982982983983983983984984984984984984986986986986986986986986987987987987987987988988989989 JOHNNY CAKE RIDGE ROAD147TH ST. W.148TH>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>LOT 1OUTLOT ACAUTION: HIGH PRESSURE GAS LINE(S)DO NOT IMPACT. AVOID HEAVY EQUIPMENT980980980 980985985 985985979 979981981981981982982982982982982982982982982 982982983983983983984984984984986986986987987987988988 988988988980981982983965 965965965970970975975980 985985964964964964966 966966966967967967967968968969969971971972972973973974974976976977977978978 979979979981982983983983984984984985981982983984970 975980969971972 973 9749769779789799819829839809819821.11.11.22.11.21.31.31.41.41.41.11.11.31.52.12.32.12.12.12.12.22.42.41.6CAUTION: OVERHEAD UTILITY LINEDO NOT IMPACT2.11.6LEGENDLOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEQUARTER LINEEXISTING EASEMENT LINEEXISTING PROPERTY LINEPROPERTY BOUNDARY>>>>REMOVE STORM SEWERREMOVE STORM SEWER STRUCTUREREMOVE STORM SEWER INLETREMOVE BITUMINOUS PAVEMENTREMOVE CONCRETE PAVEMENTREMOVE CURB AND GUTTERSAWCUT PAVEMENT1. REMOVAL ITEM1.1. SAWCUT PAVEMENT1.2. REMOVE CONCRETE PAVEMENT1.3. REMOVE BITUMINOUS PAVEMENT1.4. REMOVE CURB AND GUTTER1.5. REPLACE CASTING WITH SOLID LID NEENAH R-1642 OR APPROVEDEQUAL. ADJUST STRUCTURE HEIGHT AS NEEDED TO MATCHPROPOSED GRADE.1.6. REMOVE EXISTING STORM SEWER PIPE AND STRUCTURE2. PROTECT ITEM2.1. PROTECT EXISTING STORM UTILITIES AND STRUCTURES (TYP.)2.2. PROTECT EXISTING POWER POLES AND OVERHEAD UTILITES (TYP.)2.3. SALVAGE AND RELOCATE SIGN2.4. PROTECT EXISTING BITUMINOUS TRAIL (TYP.)KEYNOTES#DWN BY:ISSUE DATE:PROJECT NO.:227701250U:\227701250\drafting\0031\5_DESIGN\1_CAD\3 PLANSHEETS\C-002 Removals Plan.dwgDESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:6/7/2022 6:15:22 PMAPPLE VALLEYCOMMERCE CENTERSW CORNER OF147TH ST WEST & JOHNNY CAKE RIDGE ROADPROJECT TITLE:MDHCHK'D BY:DMLAPP'D BY:DMLCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 553917500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126806/07/2022304/07/2022 CITY SUBMITTAL 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIG04/29/2022 CITY RE-SUBMITTAL 206/07/2022 CITY RE-SUBMITTAL 3C-001REMOVALS PLANNOTES1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.2. PER THE GEOTECHNICAL REPORT FOR THE PROJECT, EXISTING SOILSON THE SITE CONTAINED A SUBSTANTIAL AMOUNT OF UNSUITABLEMATERIAL, INCLUDING CONCRETE AND CONCRETE DEBRIS. A RESPONSEACTION PLAN WAS COMPLETED AND IMPLEMENTED. CONTRACTOR TOVERIFY THAT ALL REMEDIATION HAS BEEN COMPLETED PRIOR TOCONSTRUCTION3. EXISTING UTILITY SERVICE LINES MAY NOT BE SHOWN IN THEIRENTIRETY ON PLANS. CONTRACTOR TO VERIFY LOCATIONS OF EXISTINGUTILITY SERVICE LINES WITHIN THE LIMITS OF DISTURBANCE ANDREMOVE EXISTING INFRASTRUCTURE AS NECESSARY PER CITYREQUIREMENTS TO INSTALL PROPOSED IMPROVEMENTS. X X XXX X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXLOT 1OUTLOT AJOHNNY CAKE RIDGE ROADDRIVE IN147TH ST. W.148TH ST. WFERNANDO AVENUEPROPOSED ROW LINEFUTURE AND DEFERREDFUTURE AND DEFERREDEXISTING TRANSMISSIONLINE EASEMENTEXISTING PIPELINEEASEMENT2422PROPOSED PUBLICDRAINAGE ANDUTILITY EASEMENTPROPOSED ROW LINE147TH ST. W.FUTURE AND DEFERRED3737403892214147MAINTENANCEGARAGE3,360 SFFFE: 983.00'PROPOSED BUILDING117,600 SFFFE=986.00DWN BY:ISSUE DATE:PROJECT NO.:227701250U:\227701250\drafting\0031\5_DESIGN\1_CAD\3 PLANSHEETS\C-101 Site Plan.dwgDESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:6/7/2022 6:16:40 PMAPPLE VALLEYCOMMERCE CENTERSW CORNER OF147TH ST WEST & JOHNNY CAKE RIDGE ROADPROJECT TITLE:MDHCHK'D BY:DMLAPP'D BY:DMLCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 553917500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126806/07/2022304/07/2022 CITY SUBMITTAL 104/29/2022 CITY RE-SUBMITTAL 206/07/2022 CITY RE-SUBMITTAL 3C-101OVERALL SITE PLANLOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEEXISTING EASEMENT LINEPROPERTY BOUNDARYLEGENDCURB AND GUTTER - SEE DETAILSTR-2/C-809ROAD CENTERLINE#PROPOSED PARKING COUNTBITUMINOUS PAVEMENT - SEE DETAIL 1/C-801CONCRETE PAVEMENT - SEE DETAIL 3/C-8011. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.2. DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.NOTESHEAVY DUTY BITUMINOUS PAVEMENT - SEE DETAIL 2/C-801RETAINING WALL [BY OTHERS] X X X X XXXXX 40'DRIVE INFERNANDO AVENUEFUTURE AND DEFERREDFUTUR1232333388911211314151717242221107.9'39.9'51.8' 55.9'R30'R30'1919191928912' 44'147TH ST. W.2121.121.124'18.5'25'19'6'86'7'18.5'81677725'70'65'R150'R5'12'40'25'9'(TYP.)3FUTURE AN3732123333622232181444444817.1'922141488.18.18.18.12222R50'R3.67'R3.67'19'121212992530912121173131PROPOSED BUILDING117,600 SFFFE=986.00R5'R3.67'R10'R10'R3.67'R3.67'R35'R10'R3.67'R3.67'R3.67'10'R3.67'R3.67'R3.67'R3.67'5'5'323232323232321035343736231629292928283718.5'25'9'19'9'25'2820999'19'18.5'9'1016332929131415925'34R15'R15'R3.67'R3.67'25DWN BY:ISSUE DATE:PROJECT NO.:227701250U:\227701250\drafting\0031\5_DESIGN\1_CAD\3 PLANSHEETS\C-101 Site Plan.dwgDESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:6/7/2022 6:16:47 PMAPPLE VALLEYCOMMERCE CENTERSW CORNER OF147TH ST WEST & JOHNNY CAKE RIDGE ROADPROJECT TITLE:MDHCHK'D BY:DMLAPP'D BY:DMLCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 553917500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126806/07/2022304/07/2022 CITY SUBMITTAL 104/29/2022 CITY RE-SUBMITTAL 206/07/2022 CITY RE-SUBMITTAL 3C-102SITE PLAN (WEST)SEE SHEET C-103SEE SHEET C-104WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.CALL BEFORE YOU DIGGOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166LOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEEXISTING EASEMENT LINEPROPERTY BOUNDARYLEGENDCURB AND GUTTERROAD CENTERLINEPATCH BITUMINOUS PAVEMENTNOTES1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.2. DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.KEYNOTES#1. THICKENED EDGE CONCRETE SIDEWALK - SEE DETAIL 11/C-8012. CONCRETE PAVEMENT - SEE DETAIL 3/C-8013. B612 CURB AND GUTTER - SEE DETAIL STR-2/C-8054. HEAVY DUTY BITUMINOUS PAVEMENT - SEE DETAIL 2/C-8015. 10' CONCRETE DOLLY PAD - SEE DETAIL 3/C-8016. CURB CUT THROUGH LANDSCAPE ISLAND7. LOADING DOCK (TYP.) - SEE ARCHITECTURAL/STRUCTURAL PLANS8. DOOR/STOOP LOCATION - SEE ARCHITECTURAL/STRUCTURALPLANS8.1. DOOR/STOOP WITH STAIRS LOCATION - SEEARCHITECTURAL/STRUCTURAL PLANS9. ADA ACCESSIBLE SIDEWALK RAMP WITH TRUNCATED DOMES (24"BY WIDTH OF WALK) - SEE SHEETS C-806/ C-80710. 8" ORNAMENTAL STEEL FENCE - SEE ARCHITECTURAL/STRUCTURAL DETAILS11. CONCRETE DRIVEWAY ENTRANCE - SEE DETAIL STR-5/C-80512. MATCH EXISTING13. ADA ACCESSIBLE PARKING STALL W/ SIGN -SEE DETAILS6,7,8,9/C-80114. ADA ACCESSIBLE VAN PARKING STALL W/ SIGN - SEE DETAILS6,7,8,9/C-80115. ADA ACCESSIBLE AISLE W/ SIGN - SEE DETAILS 6,7,9/C-80116. BOLLARD (TYP.) - SEE DETAIL STR-43/C-80317. STOP SIGN - SEE DETAILS 7/C-801 AND STR-22,STR-24/C-80518. CONSTRUCT BITUMINOUS TRAIL IN PUBLIC RIGHT OF WAY PERTHE PLANS FOR JOHNNY CAKE RIDGE IMPROVEMENTS (CITYPROJECT, DESIGN BY OTHERS) - SEE DETAIL 12/C-80119. SIGHT TRIANGLE BASED ON MNDOT ROAD DESIGN MANUALASSUMES PASSENGER VEHICLE TURNING ONTO 147TH ST (40MPH ) AND SEMI-TRUCK TRAFFIC TURNING ONTO FERNANDO AVE(30 MPH).20. NEW RIGHT TURN LANE.21. PAVEMENT STRIPE (TYP) - SEE DETAIL 10/C-80121.1. MNDOT PMA-222. RETAINING WALL (DESIGN BY OTHERS) - COORDINATE WITH CIVILENGINEER TO PROTECT EXISTING PIPE23. CONCRETE SIDEWALK - SEE DETAIL 4/C-80124. EXISTING PUBLIC DRAINAGE AND UTILITY EASEMENT25. PROPOSED PUBLIC DRAINAGE AND UTILITY EASEMENT26. EXISTING TRANSMISSION LINE EASEMENT27. PROPOSED ROW LINE28. PATCH BITUMINOUS PAVEMENT - MATCH EXISTING SECTION29. PROPOSED PROPERTY LINE30. EXISTING PIPELINE EASEMENT31. B618 CURB AND GUTTER - SEE DETAIL STR-1/C-80532. STANDARD DUTY BITUMINOUS PAVEMENT - SEE DETAIL 1/C-80133. 8" VINYL PRIVACY FENCE - SEE ARCHITECTURAL/ STRUCTURALPLANS34. SECURITY GATE - SEE ARCHITECTURAL/ STRUCTURAL PLANS35. ACCESS CARD READER - SEE ARCHITECTURAL/ STRUCTURALPLANS36. MAN-DOOR IN SECURITY FENCE - SEE ARCHITECTURAL/STRUCTURAL PLANS37. GUARD RAIL - SEE ARCHITECTURAL/ STRUCTURAL PLANS#PROPOSED PARKING COUNTSTANDARD DUTY BITUMINOUSPAVEMENT - SEE DETAIL 1/C-801CONCRETE PAVEMENT - SEE DETAIL3/C-801HEAVY DUTY BITUMINOUS PAVEMENT- SEE DETAIL 2/C-801RETAINING WALL [BY OTHERS]BITUMINOUS TRAIL - SEE DETAIL12/C-801 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXJOHNNY CAKE RIDGE ROAD147TH ST. W.FUTURE AND DEFERRED133381925'6'7'18.5'7725'70'65'R5'R10'12'40'12'40'70'65'70'9'(TYP.)FUTURE AND DEFERRED235.9'101.5'372163222223212144448141465'8.18.18.18.18.18.1R15'R15'R3.67'R3.67'19'2626272925309R50'PROPOSED BUILDING117,600 SFFFE=986.00R5'R5'R3.67'R3.67'R3.67'5'323233331010342927R25'R50' R25'31818181625SEE SHEET C-102DWN BY:ISSUE DATE:PROJECT NO.:227701250U:\227701250\drafting\0031\5_DESIGN\1_CAD\3 PLANSHEETS\C-101 Site Plan.dwgDESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:6/7/2022 6:16:52 PMAPPLE VALLEYCOMMERCE CENTERSW CORNER OF147TH ST WEST & JOHNNY CAKE RIDGE ROADPROJECT TITLE:MDHCHK'D BY:DMLAPP'D BY:DMLCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 553917500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126806/07/2022304/07/2022 CITY SUBMITTAL 104/29/2022 CITY RE-SUBMITTAL 206/07/2022 CITY RE-SUBMITTAL 3C-103SITE PLAN (EAST)SEE SHEET C-104WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.CALL BEFORE YOU DIGGOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166LOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEEXISTING EASEMENT LINEPROPERTY BOUNDARYLEGENDCURB AND GUTTERROAD CENTERLINEPATCH BITUMINOUS PAVEMENTNOTES1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.2. DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.KEYNOTES#1. THICKENED EDGE CONCRETE SIDEWALK - SEE DETAIL 11/C-8012. CONCRETE PAVEMENT - SEE DETAIL 3/C-8013. B612 CURB AND GUTTER - SEE DETAIL STR-2/C-8054. HEAVY DUTY BITUMINOUS PAVEMENT - SEE DETAIL 2/C-8015. 10' CONCRETE DOLLY PAD - SEE DETAIL 3/C-8016. CURB CUT THROUGH LANDSCAPE ISLAND7. LOADING DOCK (TYP.) - SEE ARCHITECTURAL/STRUCTURAL PLANS8. DOOR/STOOP LOCATION - SEE ARCHITECTURAL/STRUCTURALPLANS8.1. DOOR/STOOP WITH STAIRS LOCATION - SEEARCHITECTURAL/STRUCTURAL PLANS9. ADA ACCESSIBLE SIDEWALK RAMP WITH TRUNCATED DOMES (24"BY WIDTH OF WALK) - SEE SHEETS C-806/ C-80710. 8" ORNAMENTAL STEEL FENCE - SEE ARCHITECTURAL/STRUCTURAL DETAILS11. CONCRETE DRIVEWAY ENTRANCE - SEE DETAIL STR-5/C-80512. MATCH EXISTING13. ADA ACCESSIBLE PARKING STALL W/ SIGN -SEE DETAILS6,7,8,9/C-80114. ADA ACCESSIBLE VAN PARKING STALL W/ SIGN - SEE DETAILS6,7,8,9/C-80115. ADA ACCESSIBLE AISLE W/ SIGN - SEE DETAILS 6,7,9/C-80116. BOLLARD (TYP.) - SEE DETAIL STR-43/C-80317. STOP SIGN - SEE DETAILS 7/C-801 AND STR-22,STR-24/C-80518. CONSTRUCT BITUMINOUS TRAIL IN PUBLIC RIGHT OF WAY PERTHE PLANS FOR JOHNNY CAKE RIDGE IMPROVEMENTS (CITYPROJECT, DESIGN BY OTHERS) - SEE DETAIL 12/C-80119. SIGHT TRIANGLE BASED ON MNDOT ROAD DESIGN MANUALASSUMES PASSENGER VEHICLE TURNING ONTO 147TH ST (40MPH ) AND SEMI-TRUCK TRAFFIC TURNING ONTO FERNANDO AVE(30 MPH).20. NEW RIGHT TURN LANE.21. PAVEMENT STRIPE (TYP) - SEE DETAIL 10/C-80121.1. MNDOT PMA-222. RETAINING WALL (DESIGN BY OTHERS) - COORDINATE WITH CIVILENGINEER TO PROTECT EXISTING PIPE23. CONCRETE SIDEWALK - SEE DETAIL 4/C-80124. EXISTING PUBLIC DRAINAGE AND UTILITY EASEMENT25. PROPOSED PUBLIC DRAINAGE AND UTILITY EASEMENT26. EXISTING TRANSMISSION LINE EASEMENT27. PROPOSED ROW LINE28. PATCH BITUMINOUS PAVEMENT - MATCH EXISTING SECTION29. PROPOSED PROPERTY LINE30. EXISTING PIPELINE EASEMENT31. B618 CURB AND GUTTER - SEE DETAIL STR-1/C-80532. STANDARD DUTY BITUMINOUS PAVEMENT - SEE DETAIL 1/C-80133. 8" VINYL PRIVACY FENCE - SEE ARCHITECTURAL/ STRUCTURALPLANS34. SECURITY GATE - SEE ARCHITECTURAL/ STRUCTURAL PLANS35. ACCESS CARD READER - SEE ARCHITECTURAL/ STRUCTURALPLANS36. MAN-DOOR IN SECURITY FENCE - SEE ARCHITECTURAL/STRUCTURAL PLANS37. GUARD RAIL - SEE ARCHITECTURAL/ STRUCTURAL PLANS#PROPOSED PARKING COUNTSTANDARD DUTY BITUMINOUSPAVEMENT - SEE DETAIL 1/C-801CONCRETE PAVEMENT - SEE DETAIL3/C-801HEAVY DUTY BITUMINOUS PAVEMENT- SEE DETAIL 2/C-801RETAINING WALL [BY OTHERS]BITUMINOUS TRAIL - SEE DETAIL12/C-801 X X X X XXXXX X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXLOT 1T A370'65'R150'R5'R5'R10'R10'R10'R10'R10'12'65'65'12'12'12'65'65'R30'12'40'40'12'12'12'40'40'70'101.5'3737403870'70'2222333333321212121212134444443212165'52222R50'2625R50'MAINTENANCEGARAGE3,360 SFFFE: 983.00'R5'R5'R5'R5'R5'R5'R5'30'30'2929102.9'102.9'3333333727373315'12'15'12'55516332929R140'R170'R5'2525DWN BY:ISSUE DATE:PROJECT NO.:227701250U:\227701250\drafting\0031\5_DESIGN\1_CAD\3 PLANSHEETS\C-101 Site Plan.dwgDESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:6/7/2022 6:16:57 PMAPPLE VALLEYCOMMERCE CENTERSW CORNER OF147TH ST WEST & JOHNNY CAKE RIDGE ROADPROJECT TITLE:MDHCHK'D BY:DMLAPP'D BY:DMLCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 553917500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126806/07/2022304/07/2022 CITY SUBMITTAL 104/29/2022 CITY RE-SUBMITTAL 206/07/2022 CITY RE-SUBMITTAL 3C-104SITE PLAN (SOUTH)WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.CALL BEFORE YOU DIGGOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166LOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEEXISTING EASEMENT LINEPROPERTY BOUNDARYLEGENDCURB AND GUTTERROAD CENTERLINEPATCH BITUMINOUS PAVEMENTNOTES1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.2. DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.KEYNOTES#1. THICKENED EDGE CONCRETE SIDEWALK - SEE DETAIL 11/C-8012. CONCRETE PAVEMENT - SEE DETAIL 3/C-8013. B612 CURB AND GUTTER - SEE DETAIL STR-2/C-8054. HEAVY DUTY BITUMINOUS PAVEMENT - SEE DETAIL 2/C-8015. 10' CONCRETE DOLLY PAD - SEE DETAIL 3/C-8016. CURB CUT THROUGH LANDSCAPE ISLAND7. LOADING DOCK (TYP.) - SEE ARCHITECTURAL/STRUCTURAL PLANS8. DOOR/STOOP LOCATION - SEE ARCHITECTURAL/STRUCTURALPLANS8.1. DOOR/STOOP WITH STAIRS LOCATION - SEEARCHITECTURAL/STRUCTURAL PLANS9. ADA ACCESSIBLE SIDEWALK RAMP WITH TRUNCATED DOMES (24"BY WIDTH OF WALK) - SEE SHEETS C-806/ C-80710. 8" ORNAMENTAL STEEL FENCE - SEE ARCHITECTURAL/STRUCTURAL DETAILS11. CONCRETE DRIVEWAY ENTRANCE - SEE DETAIL STR-5/C-80512. MATCH EXISTING13. ADA ACCESSIBLE PARKING STALL W/ SIGN -SEE DETAILS6,7,8,9/C-80114. ADA ACCESSIBLE VAN PARKING STALL W/ SIGN - SEE DETAILS6,7,8,9/C-80115. ADA ACCESSIBLE AISLE W/ SIGN - SEE DETAILS 6,7,9/C-80116. BOLLARD (TYP.) - SEE DETAIL STR-43/C-80317. STOP SIGN - SEE DETAILS 7/C-801 AND STR-22,STR-24/C-80518. CONSTRUCT BITUMINOUS TRAIL IN PUBLIC RIGHT OF WAY PERTHE PLANS FOR JOHNNY CAKE RIDGE IMPROVEMENTS (CITYPROJECT, DESIGN BY OTHERS) - SEE DETAIL 12/C-80119. SIGHT TRIANGLE BASED ON MNDOT ROAD DESIGN MANUALASSUMES PASSENGER VEHICLE TURNING ONTO 147TH ST (40MPH ) AND SEMI-TRUCK TRAFFIC TURNING ONTO FERNANDO AVE(30 MPH).20. NEW RIGHT TURN LANE.21. PAVEMENT STRIPE (TYP) - SEE DETAIL 10/C-80121.1. MNDOT PMA-222. RETAINING WALL (DESIGN BY OTHERS) - COORDINATE WITH CIVILENGINEER TO PROTECT EXISTING PIPE23. CONCRETE SIDEWALK - SEE DETAIL 4/C-80124. EXISTING PUBLIC DRAINAGE AND UTILITY EASEMENT25. PROPOSED PUBLIC DRAINAGE AND UTILITY EASEMENT26. EXISTING TRANSMISSION LINE EASEMENT27. PROPOSED ROW LINE28. PATCH BITUMINOUS PAVEMENT - MATCH EXISTING SECTION29. PROPOSED PROPERTY LINE30. EXISTING PIPELINE EASEMENT31. B618 CURB AND GUTTER - SEE DETAIL STR-1/C-80532. STANDARD DUTY BITUMINOUS PAVEMENT - SEE DETAIL 1/C-80133. 8" VINYL PRIVACY FENCE - SEE ARCHITECTURAL/ STRUCTURALPLANS34. SECURITY GATE - SEE ARCHITECTURAL/ STRUCTURAL PLANS35. ACCESS CARD READER - SEE ARCHITECTURAL/ STRUCTURALPLANS36. MAN-DOOR IN SECURITY FENCE - SEE ARCHITECTURAL/STRUCTURAL PLANS37. GUARD RAIL - SEE ARCHITECTURAL/ STRUCTURAL PLANS#PROPOSED PARKING COUNTSTANDARD DUTY BITUMINOUSPAVEMENT - SEE DETAIL 1/C-801CONCRETE PAVEMENT - SEE DETAIL3/C-801HEAVY DUTY BITUMINOUS PAVEMENT- SEE DETAIL 2/C-801RETAINING WALL [BY OTHERS]BITUMINOUS TRAIL - SEE DETAIL12/C-801 147TH ST. W.JOHNNY CAKE RIDGE ROAD14POND (WVR 55.2)NWL=968.00HWL=976.91FERNANDO AVENUEWAREHOUSEFFE=986.00147TH ST. W.X X XXX X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>I I IIIIIIIIIIIIIIIIIIIII I IIIIIIIIIII III>>>>>>>>>>>>>>>>>>>>>>>>LOT 1OUTLOT AIIIIIIIIIIIIIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>3JOHNNY CAKE RIDGE ROADJOHNNY CAKE RIDGE ROAD148TFERNANDO AVENUE984984984 980980985 985985985985981981981981982982982982982982983983 983983984984984984986986965 965965965970970970975975975975975975975980980980964964966 966966966966967967967967967968968968969969969971971971972972 972973973973974974 974976976976976976 976976977977977977977 977977978978978979979979981981981981981982982982983983983984984980980980980 985985985985985985981982982982982982982982983983 983983 983 983983983 983983983983983983983984984984984984984986986986986986986986987987987 987988988988 988988988988988985984984984984 1111111111111111111111111122.122222444444444444444498198298298298398398398398398398298298398398315551115551141>>>>>>>>2222.12.19859829839849864444MAINTENANCEGARAGE3,360 SFFFE: 983.00'4PROPOSED BUILDING117,600 SFFFE=986.00>>>>>>>>>>>>I I 1>>>>>>>>2.144449859829839845DWN BY:ISSUE DATE:PROJECT NO.:227701250U:\227701250\drafting\0031\5_DESIGN\1_CAD\3 PLANSHEETS\C-202 Post-Construction Erosion Control Plan.dwgDESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:6/7/2022 6:17:58 PMAPPLE VALLEYCOMMERCE CENTERSW CORNER OF147TH ST WEST & JOHNNY CAKE RIDGE ROADPROJECT TITLE:MDHCHK'D BY:DMLAPP'D BY:DMLCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 553917500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126806/07/2022304/07/2022 CITY SUBMITTAL 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIG04/29/2022 CITY RE-SUBMITTAL 206/07/2022 CITY RE-SUBMITTAL 3PROPOSED STORM SEWER>>>>PROPOSED CATCH BASINPROPOSED MANHOLEPROPOSED CONTOUR9XXLEGENDPROPERTY LINESETBACK LINEEASEMENT LINEEXISTING STORM STRUCTUREEXISTING STORM SEWER>>>>EXISTING CONTOURSILT FENCE - SEE PLATE NO. ERO-1/C-802INLET PROTECTION - SEE PLATE NO. ERO-18/C-803C-201POST-CONSTRUCTIONEROSION CONTROLPLANRIPRAP - SEE PLATE NO. STO-10/C-8031. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.2. COORDINATE EROSION AND SEDIMENTATION CONTROL MEASURES AS NEEDED WITH PUBLICCONSTRUCTION NEAR THIS PROJECT.3. CONSTRUCTION SITE SHALL HAVE STABILIZED EXIT AT ALL TIMES THROUGHOUT THE DURATION OFTHE PROJECT. CONTRACTOR IS ULTIMATELY RESPONSIBLE TO PROTECT DOWNSTREAM WATERSFROM CONSTRUCTION RUNOFF.4. CONSTRUCTION LIMITS AND SILT FENCE SHOWN OFF SET FROM PROPERTY LINE FOR CLARITY,WHERE APPLICABLE.5. CONTRACTOR SHALL ENSURE ALL CATCH BASINS RECEIVING CONSTRUCTION STORMWATERDISCHARGE HAVE INLET PROTECTION INSTALLED.6. ADJACENT STREETS AND PARKING AREAS SHALL BE SWEPT AS NEEDED TO KEEP THE PAVEMENTCLEAR OF SEDIMENT AND CONSTRUCTION DEBRIS.NOTESEROSION CONTROL BLANKET - SEE PLATE NO ERO-6/C-802.ROCK CONSTRUCTION ENTRANCE - SEE PLATE ER0-22/C-803KEYNOTES#PERMANENT STABILIZATION1. INLET PROTECTION - SEE DETAIL ERO-18/C-8022. SILT FENCE - SEE DETAIL ERO-1/C-8022.1. DOUBLE ROW SILT FENCE ADJACENT TO STORMWATER POND. OFFSETADDITIONAL ROW OF SILT FENCE 5' IF WITHIN 50' OF POND RIM.3. ROCK CONSTRUCTION ENTRANCE - SEE DETAIL ERO-22/C-8024. PERMANENT STABILIZATION - SEE LANDSCAPING PLAN5. EROSION CONTROL BLANKET - SEE DETAIL ERO-6/C-8026. RIPRAP - SEE PLATE NO. STO-10/C-807 147TH ST. W.JOHNNY CAKE RIDGE ROAD14POND (WVR 55.2)NWL=968.00HWL=976.91FERNANDO AVENUEWAREHOUSEFFE=986.00147TH ST. W.X X XXX X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>I I IIIIIIIIIIIIIIIIIIIII I IIIIIIIIIII III>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>LOT 1OUTLOT AIIIII148TFERNANDO AVENUECAUTION: OVERHEAD UTILITY LINECAUTION: UNDERGROUND GAS LINE(S)JOHNNY CAKE RIDGE ROADIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>III>>>>>>>>>> >> >> >>>>>>>>>>985985982983984981982983980981982982982985983984986987988989985986983983981982983983981981980981982983985984985981981982 983984986982983 984984985985985986984986984983981982985981982983984983984IIIIIIIIII2.0%1.5%1.5%1.6%1.5%1.4%1.3%1.1%981982982982982983983983965970 975980964966967 968 969971 972 973 974976977978979981982983984970975980968969971972973974976977978979981982983>>>>>>>>>>>>>>>>>>>>CBMH-305CBMH-304CBMH-307CBMH-302STMH-310MH-18MH-1MH-5CBMH-19CBMH-20STMH-312STMH-311STMH-313CBMH-18BCBMH-18CCB 501EX. STMH 500CBMH 324CBMH 323CBMH 320CBMH 322CBMH 318CBMH 316CBMH 321CBMH 317STMH-303CBMH-306CBMH-315CBMH 314STMH-308CBMH-309980980MAINTENANCEGARAGE3,360 SFFFE: 983.00'PROPOSED BUILDING117,600 SFFFE=986.009859859829839849869879889899879869859819829839849869819811.0%1.0%1.0%1.0%1.0%2.7%3.3%2.6%1.5%2.0%2.3%1.7%2.3%1.4%1.5%1.5%3.5%1.5%1.0%1.9%3.3%2.3%6.1%2.9%1.3%1.8%1.6%1.7%1.2%15:19:14:14:14:19:14:11.5%1.5%1.7%1.5%6.8%7.6%6.2%5.0%1.4%3.3%1.6%3.7%7.7%TW=83.66BW=82.00TW=83.51BW=81.85TW=83.36BW=81.70TW=83.11BW=81.61TW=81.78BW=81.28BW=77.00TW=77.35TW=78.31BW=77.08TW=79.28BW=77.55TW=80.05BW=77.64TW=80.75BW=77.32TW=80.65BW=75.54TW=80.56BW=75.49TW=80.33BW=79.84BW=81.49TW=82.62965964966967CBMH 319>>>>>>>>>>>>I I 1.5%1.5%1.5%1.8%2.3%1.5%8.5%1.5%6.0%8.4%1.5%1.5%1.5%1.5%1.5%1.5%1.5%7.3%985982983984>>>>>>>>1.4%1.2%STMH 325FES 3364.4%7.5%11:19:19:110:16:17:17:14:17:15:13:13:13:13:15:14:11.2%1.8%1.8%1.8%1.8%1.8%1.7%1.4%1.4%990986987988989985986987988989DWN BY:ISSUE DATE:PROJECT NO.:227701250U:\227701250\drafting\0031\5_DESIGN\1_CAD\3 PLANSHEETS\C-301 Grading Plan.dwgDESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:6/7/2022 6:19:11 PMAPPLE VALLEYCOMMERCE CENTERSW CORNER OF147TH ST WEST & JOHNNY CAKE RIDGE ROADPROJECT TITLE:MDHCHK'D BY:DMLAPP'D BY:DMLCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 553917500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126806/07/2022304/07/2022 CITY SUBMITTAL 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIG04/29/2022 CITY RE-SUBMITTAL 206/07/2022 CITY RE-SUBMITTAL 3PROPERTY LINEEASEMENT LINEPROPOSED STORM SEWER>>>>PROPOSED CATCH BASINPROPOSED MANHOLEEXISTING STORM STRUCTUREEXISTING STORM SEWER>>>>EXISTING CONTOURPROPOSED CONTOUR9XXLEGEND1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES2. EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ON INTERPOLATED POINT TO POINTSURVEY DATA. CONTRACTOR IS RESPONSIBLE FOR VERIFYING CONNECTION POINTS PRIOR TOINSTALLATION OF IMPROVEMENTS. CONTRACTOR SHALL NOTIFY ENGINEER IN WRITINGIMMEDIATELY OF ANY FIELD DISCREPANCIES. CONTRACTOR IS RESPONSIBLE FOR MAKINGNECESSARY ADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY, REGULATORY COMPLIANCE(ADA), POSITIVE DRAINAGE, AND TO ENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS.CONTRACTOR IS RESPONSIBLE FOR REWORK OF A DISCREPANCY THAT IS NOT COMMUNICATEDTO THE ENGINEER IN WRITING.3. CONTRACTOR MUST IMMEDIATELY NOTIFY THE OWNER AND ENGINEER IN WRITING OFDISCREPANCIES OR CONFLICTS IN THE CONTRACT DOCUMENTS BEFORE COMMENCING WORK.NO FIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUT PRIOR WRITTEN APPROVALFROM THE ENGINEER. FAILURE TO NOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLECONFLICT BEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNER AND ENGINEER OF ANYOBLIGATION TO PAY FOR A RELATED CHANGE ORDER.NOTESNOTESC-301GRADING PLAN 148E RD.UPPER 147TH STREET WESTFERNANDO AVENUE JOHNNY CAKE RIDGE ROAD147TH ST. W.JOHNNY CAKE RIDGE ROAD14POND (WVR 55.2)NWL=968.00HWL=976.91FERNANDO AVENUEWAREHOUSEFFE=986.00147TH ST. W.X X XXX X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>LOT 1OUTLOT A>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>I I IIIIIIIIIIIIIIIIIIIII I IIIIIIIIIII IIIIIIII6" GV6" GV6" GV6" GV6" HYDRANT6" HYDRANT6" HYDRANT10" GV6" GV10" GV10" GV10" GV10" GV10" GV10"x10" TEE10"x10" TEE10"x6" TEE10"x6" TEE10"x6" TEE10"x10" TEE10"x6" TEE90° BEND45° BEND45° BEND45° BEND45° BEND10"x6" TEEIIIIII10" PVC10" PVC10" PVC6" PVC6" PVC10" PVC6" PVC WM10" PVC>>>>>>>>>>III45° BEND45° BEND10" PVC>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >>>>>>>>>>IIIIIIIIII10" PVC6" HYDRANT6" HYDRANT6" GVJOHNNY CAKE RIDGE ROAD147TH ST. W.148TFERNANDO AVENUE12"X10" REDUCER10" FIRE SERVICESEE PLUMBING PLANS FOR CONTINUATIONVERIFY LOCATION AND ELEVATION6" DOMESTIC SERVICESEE PLUMBING PLANS FOR CONTINUATIONVERIFY LOCATION AND ELEVATION980980985985985 985985985985981981981981982982982982982983983983 983983984984984984984 986986986986985985982983983984984986986CONNECT TO EXISTING 12" WATERMAINVERIFY LOCATION ANDELEVATION IN THE FIELD980981982980980981982 982982982975980 980980976977978 979 979979981981981982982982983983983984984965 965965965964964964964966 966966966967967967967970 970970975975969971971 971971972972973973974974976976977977978979985985985985985983983 983983984984984984984984984984984984984 984986 986986987987 987988988CORE-DRILL ANDCONNECT TO EXISTINGSANITARY MHPR. 8" INV IN=970.09 (W)EX. 12" INV OUT=968.60 (E)SSMH-4RIM=981.888" INV IN=975.68 (N)8" INV OUT=975.58 (E)SSMH-2RIM=980.908" INV IN=973.34 (W)8" INV OUT=973.24 (S)12 LF OF 8" PVC @ 2.00%8" SANITARY BUILDING SERVICEVERIFY LOCATION, INVERT, MATERIAL,AND SIZE WITH MEP PLANSPROPOSED INV = 975.92219 LF OF 8" PVC @ 0.52%250 LF OF 8" PVC @ 1.26%22.1'12'PROPOSED 35' CITY STORM SEWER EASEMENT20.5'10'16.5'12.5'22'981981982982982982982982982982982982982982982983983983983983983983983983CONTRACTOR TO PROVIDE CELLULARINSULATION OVER SANITARY SERVICEWHERE COVER DOES NOT MEET CITYREQUIREMENTS>>>>>>>>>>>>>>>>>>>>6" PVC WMMAINTENANCEGARAGE3,360 SFFFE: 983.00'PROPOSED BUILDING117,600 SFFFE=986.0022.5° BEND45° BEND22.5° BEND10"x6" TEE10" PVC10" PVC WM10" PVC WM10" PVC WMCONNECT TO EXISTING 10" PVCWATERMAIN VERIFY LOCATION ANDELEVATION IN THE FIELD>>>>>>>>>>>>I I SSMH-3RIM=981.138" INV IN=974.44 (W)6" INV IN=974.44 (S)8" INV OUT=974.34 (E)171 LF OF 6" PVC @ 1.00%SSMH-5RIM=982.866" INV IN=976.24 (E)6" INV OUT=976.14 (N)38 LF OF 6" PVC @ 1.00%12'193 LF OF 8" PVC @ 0.52%10"x4" TEE4" GV4" PVC45° BEND45° BEND4" DOMESTIC SERVICESEE PLUMBING PLANS FOR CONTINUATIONVERIFY LOCATION AND ELEVATION6" SANITARY BUILDING SERVICEVERIFY LOCATION, INVERT, MATERIAL,AND SIZE WITH MEP PLANSPROPOSED INV = 976.62>>>>>>>>DWN BY:ISSUE DATE:PROJECT NO.:227701250U:\227701250\drafting\0031\5_DESIGN\1_CAD\3 PLANSHEETS\C-401 Water And Sanitary Sewer Plan.dwgDESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:6/7/2022 6:19:58 PMAPPLE VALLEYCOMMERCE CENTERSW CORNER OF147TH ST WEST & JOHNNY CAKE RIDGE ROADPROJECT TITLE:MDHCHK'D BY:DMLAPP'D BY:DMLCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 553917500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126806/07/2022304/07/2022 CITY SUBMITTAL 104/29/2022 CITY RE-SUBMITTAL 206/07/2022 CITY RE-SUBMITTAL 3>>>>>>II>>>>>>I>>STORM SEWERSANITARY SEWERWATERMAINSTORM MANHOLESTORM CATCH BASINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVEFLARED END SECTIONPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900EXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATERMAINLEGENDPROPERTY LINERIGHT OF WAY LINEEASEMENT LINEC-401UTILITY PLANSANITARY SEWER INSULATION1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES2. SANITARY SEWER LOCATED IN JOHNNY CAKE RIDGE ROAD ROW WILL BE PUBLICINFRASTRUCTURE.NOTESWARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLCALL BEFORE YOU DIGTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166 147TH ST. W.JOHNNY CAKE RIDGE ROAD14POND (WVR 55.2)NWL=968.00HWL=976.91FERNANDO AVENUEWAREHOUSEFFE=986.00147TH ST. W.X X XXX X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXI I IIIIIIIIIIIIIIIIIIIII I I>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>LOT 1OUTLOT AIIIIIIIIIII>>>>III>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >>>>>>>>>>IIIIIIIIII>>>>>>>>>>>>>>>>>>>>JOHNNY CAKE RIDGE ROAD148TH STFERNANDO AVENUE 985985982983984980980980980 980980985985981982982983983 984984986986984984CBMH-20CBMH-19MH-18CBMH-18CCBMH-18BMH-18ACBMH-305RIM=984.1221" INV IN=975.51 (E)21" INV OUT=975.51 (S)CBMH-304RIM=983.1621" INV IN=975.11 (N)27" INV OUT=975.11 (S)CBMH-307RIM=983.4115" INV IN=976.56 (E)18" INV OUT=976.56 (W)CBMH-302 W/ SUMPRIM=980.96SUMP EL.=968.3827" INV IN=974.31 (NW)27" INV OUT=974.31 (E)STMH-312RIM=981.6512" INV IN=976.55 (N)12" INV IN=974.32 (E)15" INV OUT=974.32 (S)FES-2OS-1MH-13CBMH-10CB-10AMH-1MH-2MH-3MH-14CBMH-4CB-4AMH 5CBMH 18BREPLACE RINGS AND ADJUST STRUCTURETO MATCH FINISHED GRADEEX. RIM=981.49PR. RIM=980.19CB 501RIM=984.3012" INV OUT=981.52 (W)EX. STMH 500REMOVE AND REPLACE CASTINGADJUST STRUCTURE AS NEEDEDCORE-DRILL INTO EXISTING STRUCTUREEX.RIM=984.11PR. RIM=984.11PR. 12" INV IN=981.25 (E)EX. 15" INV IN=980.03 (N)EX. 27" INV IN=971.43 (E)EX. 30" INV OUT=971.18 (W)STMH-313RIM=981.6512" INV IN=976.55 (N)12" IN OUT=976.55 (W)117 LF OF 27" RCP @ 0.35%58 LF OF 15" RCP @ 1.00%174 LF OF 27" RCP @ 1.00%93 LF OF 15" RCP @ 1.00%102 LF OF 15" RCP @ 1.00%144 LF OF 15" RCP @ 0.45%27 LF OF 12" RCP @ 1.00%154 LF OF 18" RCP @ 0.35%113 LF OF 21" RCP @ 0.35%CORE-DRILL AND CONNECT TO CBMH-20ADJUST STRUCTURE TO MATCH FINISHED GRADEEX. RIM=979.58PR. RIM=979.27PR. 15" INV=972.90 (NW)PR. 27" INV IN=972.57 (W)EX. 42" INV IN=968.11 (E)PR. 66" INV OUT=968.11 (S)95 LF OF 12" RCP @ 0.88%CBMH 316/ W/ SUMPRIM=981.25SUMP EL.=969.9712" INV IN=976.91 (W)21" INV IN=972.97 (E)24" INV OUT=972.97 (S)CBMH 321 W/ SUMPRIM=982.26SUMP EL.=967.3642" INV OUT=970.32 (SW)24" INV IN=974.42 (E)24" INV IN=970.36 (N)CBMH 322RIM=980.9518" INV IN=975.78 (E)24" INV OUT=975.78 (W)CBMH 318RIM=981.2518" INV IN=974.07 (E)21" INV OUT=974.07 (W)STMH-303RIM=984.2827" INV IN=974.70 (N)27" INV OUT=974.70 (SE)CBMH-306RIM=984.3018" INV IN=976.02 (E)21" INV OUT=976.02 (W)CBMH 323RIM=980.9515" INV IN=976.88 (E)18" INV OUT=976.88 (W)CBMH 324RIM=980.9615" INV OUT=977.96 (W)CBMH-4RIM=982.1430" INV IN=972.41 (SE)15" INV IN=977.68 (SW)42" INV IN=970.15 (NE)48" INV OUT=969.65 (W)37 LF OF 21" RCP @ 0.88%180 LF OF 15" PVC @ 0.88%CBMH-315RIM=979.0115" INV OUT=972.50 (S)111 LF OF 27" RCP @ 0.35%CBMH-309RIM=981.6515" INV OUT=978.09 (W)196 LF OF 15" RCP @ 0.45%STMH-308RIM=983.8915" INV IN=977.14 (E)15" INV IN=977.21 (E)15" INV OUT=977.21 (W)981982982982982982982982982982983983983983983146 LF OF 21" RCP @ 0.35%125 LF OF 21" RCP @ 0.88%125 LF OF 18" RCP @ 0.88%CONTRACTOR TO INSTALL ADDITIONALCONCRETE TO TOP OF EXISTING WEIRIN STRUCTURE OS-1.PROPOSED WEIR TOP EL.=977.0SEE DETAIL 1/C-807>>>>>>123 LF OF 15" RCP @ 0.88%CBMH 320RIM=981.2515" INV OUT=976.25 (W)MAINTENANCEGARAGE3,360 SFFFE: 983.00'PROPOSED BUILDING117,600 SFFFE=986.00965970964966967968969971972973975980976977978979981982983CBMH 317RIM=981.8912" INV OUT=977.75 (E)CBMH 319RIM=981.2615" INV IN=975.17 (E)18" INV OUT=975.17 (W)986987980985981982983984986985 983984985984986987205 LF OF 24" RCP @ 1.27%125 LF OF 18" RCP @ 0.88%123 LF OF 15" RCP @ 0.88%152 LF OF 24" RCP @ 0.89%CONNECT TO AND CONSTRUCTCATCH BASIN OVER EXISTING42" STORM SEWER. VERIFY INVERT,LOCATION, MATERIAL, AND SIZE IN FIELD112 LF OF 12" RCP @ 1.00%FUTURE STORMWATERINFRASTRUCTURE. FORREFERENCE ONLY.ADJUST STRUCTURE TO MATCHFINISHED GRADEADJUST STRUCTURE TO MATCHFINISHED GRADE33 LF OF 12" PVC @ 2.00%ROOF DRAIN 1VERIFY LOCATION, INVERT, MATERIAL,AND SIZE WITH MEP PLANSPROPOSED INV. = 977.4533 LF OF 12" PVC @ 2.00%32 LF OF 12" PVC @ 2.00%ROOF DRAIN 3VERIFY LOCATION, INVERT, MATERIAL,AND SIZE WITH MEP PLANSPROPOSED INV. = 977.45ROOF DRAIN 2VERIFY LOCATION, INVERT, MATERIAL,AND SIZE WITH MEP PLANSPROPOSED INV. = 977.4532 LF OF 12" PVC @ 2.00%ROOF DRAIN 4VERIFY LOCATION, INVERT, MATERIAL,AND SIZE WITH MEP PLANSPROPOSED INV. = 977.45STMH-310RIM=981.6512" INV IN=976.55 (N)12" INV IN=974.69 (E)15" INV OUT= 974.69 (S)>>>>>>>>>>>>I I >>>>>>>>127 LF OF 66" RCP @ 0.06%STMH 325RIM=982.2966" INV IN=968.04 (N)66" INV OUT=968.04 (W)70 LF OF 66" RCP @ 0.06%FES 33666" INV=968.00CBMH 314RIM=979.7315" INV IN=970.92 (N)21" INV OUT=970.92 (S)STMH-311RIM=981.656" INV IN=976.80 (N)15" INV IN=974.41 (E)15" INV OUT=974.41 (W)CBMH-19REPLACE RINGS AND ADJUST STRUCTURETO MATCH FINISHED GRADEEX. RIM=979.98PR. RIM=979.72CBMH-18CREPLACE RINGS AND ADJUST STRUCTURETO MATCH FINISHED GRADEEX. RIM=980.41PR. RIM=979.91PROPOSED 35' CITY STORM SEWER EASEMENTSTMH-311RIM=981.656" INV IN=976.80 (N)15" INV IN=974.41 (E)15" INV OUT=974.41 (W)985990982983984986987988989DWN BY:ISSUE DATE:PROJECT NO.:227701250U:\227701250\drafting\0031\5_DESIGN\1_CAD\3 PLANSHEETS\C-501 Storm Sewer Plan.dwgDESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:6/7/2022 6:20:35 PMAPPLE VALLEYCOMMERCE CENTERSW CORNER OF147TH ST WEST & JOHNNY CAKE RIDGE ROADPROJECT TITLE:MDHCHK'D BY:DMLAPP'D BY:DMLCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 553917500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126806/07/2022304/07/2022 CITY SUBMITTAL 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIG04/29/2022 CITY RE-SUBMITTAL 206/07/2022 CITY RE-SUBMITTAL 3>>>>STORM SEWER>>SANITARY SEWERIIWATERMAINSTORM MANHOLESTORM CATCH BASINSANITARY MANHOLECLEANOUTHYDRANTGATE VALVEFLARED END SECTIONPROPOSED MINOR CONTOUR901PROPOSED MAJOR CONTOUR900>>>>EXISTING STORM SEWER>>EXISTING SANITARY SEWERIEXISTING WATERMAINLEGENDPROPERTY LINESETBACK LINEEASEMENT LINEC-501STORM SEWER PLAN1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTESNOTESNOTES MAINTENANCEGARAGE3,360 SFFFE: 983.00'PROPOSED BUILDING117,600 SFFFE=986.00X X XXXX X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXLOT 1OUTLOT AI I IIIIIIIIIIIIIIIIIIIII I IIIIIIIIIII III>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>IIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >>>>>>>>>>IIIIIIIIIIIII>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>JOHNNY CAKE RIDGE ROAD147TH ST. W.FERNANDO AVENUE (4) QB(3) GD(1) GT(2) PS(11) PG(3) PR(2) PG(1) PS(7) GT(3) QB(3) GD(3) AG(4) SR(2) PG(4) AG(6) PM(4) AG(5) PM(3) AG(4) PM(4) PM(12) HS(4) SS(9) AN(4) SS(12) HS(12) HS(12) HS(12) HS(24) HS(24) HS(12) SS(15) AN(12) SS(12) SS(12) SS(15) AN(15) AN(15) AN(60) HS(4) AG(3) AG(3) SR(11) AM(4) AM(4) AM(4) AM(4) AM(4) AM(4) AM(4) AM(10) HF(10) HF(10) HF(8) HF(10) HF(4) TM(4) TM(14) HF(6) HF(4) AM(4) AM(6) HF(6) HF(3) TM(3) TM(4) TM(10) HF(4) AM(3) AM(6) AM(1) SR(2) GD(4) GT(4) SR(7) SRMAINTENANCE STRIP AT BUILDING EDGE, TYP.SEE DETAIL 2/L-801PLANTING BEDEDGING, TYP.>>>>>>>>>>>>I I >>>>>>>>SEED TO NWL (968.00)>>L-101DWN BY:ISSUE DATE:PROJECT NO.:227701250U:\227701250\drafting\0031\5_DESIGN\1_CAD\3 PLANSHEETS\L-101 Landscape Plan.dwgDESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:6/7/2022 6:23:13 PMAPPLE VALLEYCOMMERCE CENTERSW CORNER OF147TH ST WEST & JOHNNY CAKE RIDGE ROADPROJECT TITLE:MDHCHK'D BY:DMLAPP'D BY:DMLCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 553917500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126806/07/2022304/07/2022 CITY SUBMITTAL 1WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALLCOOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FORTHE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIEDSTRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.GOPHER STATE ONE CALLTWIN CITY AREA: 651-454-0002TOLL FREE 1-800-252-1166CALL BEFORE YOU DIG04/29/2022 CITY RE-SUBMITTAL 206/07/2022 CITY RE-SUBMITTAL 3LEGENDDECIDUOUS TREESEED: MNDOT SEED MIX 25-131LOW MAINTENANCE TURFSEED: MNDOT SEED MIX 33-261STORMWATER SOUTH & WESTLANDSCAPE PLANKPCONIFEROUS TREESHRUBS & PERENNIALSROCK MULCHORNAMENTAL TREEEASEMENT LINESETBACK LINERIGHT OF WAY LINEPROPERTY BOUNDARY MAINTENANCEGARAGE3,360 SFFFE: 983.00'PROPOSED BUILDING117,600 SFFFE=986.00XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X XXXXXLOT 1OUTLOT ASU-40 - Single Unit Truck WB-67 - Interstate Semi-TrailerSU-30 - Single Unit TruckJOHNNY CAKE RIDGE ROAD DRIVE IN 147TH ST. W.148TH ST. W.FERNANDO AVENUEPOND WVR 55.2NWL=968.00HWL=975.82FUTURE AND DEFERRED FUTURE AND DEFERREDWB-67 - Interstate Semi-TrailerWB-67 - Interstate Semi-TrailerDWN BY:ISSUE DATE:PROJECT NO.:227701250U:\227701250\drafting\0031\5_DESIGN\1_CAD\2 EXHIBITS\2022-0225 TRUCK TURNING MOVEMENT.dwg DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:5/12/2022 2:52:16 PM APPLE VALLEY COMMERCE CENTER SW CORNER OF 147TH ST WEST & JOHNNY CAKE RIDGE ROAD PROJECT TITLE:MDHCHK'D BY:DMLAPP'D BY:DMLCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 553917500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126804/29/2022204/07/2022 CITY SUBMITTAL 1 04/29/2022 CITY RE-SUBMITTAL 2EX-1ATRUCK TURNINGMOVEMENTSLOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEEXISTING EASEMENT LINEPROPERTY BOUNDARYLEGEND39.54234SU-40 - Single Unit TruckOverall Length39.500ftOverall Width8.000ftOverall Body Height13.500ftMin Body Ground Clearance1.367ftTrack Width8.000ftLock-to-lock time5.00sMax Steering Angle (Virtual)31.80°5327.9Max 68.5° HorizMax 10° Vert43.542.523.5417.44.2WB-67 - Interstate Semi-TrailerOverall Length73.501ftOverall Width8.500ftOverall Body Height13.500ftMin Body Ground Clearance1.334ftMax Track Width8.500ftLock-to-lock time6.00sMax Steering Angle (Virtual)28.40°30420SU-30 - Single Unit TruckOverall Length30.000ftOverall Width8.000ftOverall Body Height13.500ftMin Body Ground Clearance1.367ftTrack Width8.000ftLock-to-lock time5.00sMax Steering Angle (Virtual)31.80° MAINTENANCEGARAGE3,360 SFFFE: 983.00'PROPOSED BUILDING117,600 SFFFE=986.00XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X XXXXXLOT 1OUTLOT AJOHNNY CAKE RIDGE ROAD DRIVE IN 147TH ST. W.148TH ST. W.FERNANDO AVENUEPOND WVR 55.2NWL=968.00HWL=975.82FUTURE AND DEFERRED FUTURE AND DEFERREDPumper Fire Truck DWN BY:ISSUE DATE:PROJECT NO.:227701250U:\227701250\drafting\0031\5_DESIGN\1_CAD\2 EXHIBITS\2022-0225 TRUCK TURNING MOVEMENT.dwg DESCRIPTION:DATE:ISSUE NO.:ISSUE NO.:SHEET NO.:SHEET TITLE:5/12/2022 2:52:19 PM APPLE VALLEY COMMERCE CENTER SW CORNER OF 147TH ST WEST & JOHNNY CAKE RIDGE ROAD PROJECT TITLE:MDHCHK'D BY:DMLAPP'D BY:DMLCERTIFICATION:294 GROVE LANE, SUITE 140WAYZATA, MN 553917500 OLSON MEMORIAL HWYSUITE 300GOLDEN VALLEY, MN 55427PHONE: 763-252-6800FAX: 952-831-126804/29/2022204/07/2022 CITY SUBMITTAL 1 04/29/2022 CITY RE-SUBMITTAL 2EX-1BFIRE TRUCK TURNINGMOVEMENTSLOT LINEEASEMENT LINESETBACK LINERIGHT OF WAY LINESECTION LINEEXISTING EASEMENT LINEPROPERTY BOUNDARYLEGEND40822Pumper Fire TruckOverall Length40.000ftOverall Width8.167ftOverall Body Height7.745ftMin Body Ground Clearance0.656ftTrack Width8.167ftLock-to-lock time5.00sMax Wheel Angle45.00° UP A B C D E F G H I J K L 1 2 3 4 5 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 60' - 0"210' - 0"50' - 0"50' - 0"50' - 0"60' - 0"560' - 0"210' - 0"MATCHLINEMATCHLINEN DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATIONARCHITECTPROJECT NAMETHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. COMPUTER DIRECTORY:SHEET DESCRIPTIONNOT FOR CONSTRUCTION18074 TODD MOHAGEN, AIA, NCARB 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 OF MINNESOTA. REGISTRATION NUMBER:C:\Revit Projects\22015_AppleValley_Master_aautreyFWDHJ.rvtA200 S PAETZEL A AUTREY 04/072022 22015.0 K:JOBS/SCANNELL/APPLE VALLEY/ CONSTRUCTION DOCUMENTS APPLE VALLEY 117,600K OFFICE WAREHOUSE NEW CONSTRUCTION JOHNNY CAKE ROAD AND 147TH STREET APPLE VALLEY, MN 55124 OVERALL FLOOR PLAN 3/64" = 1'-0"A200 1 OVERALL FLOOR PLAN NO. DESCRIPTION DATE CITY SUBMITTAL 04/07/2022 AMERISTAR MONTAGE II HEIGHT: 8' FENCE TYPE - 1 BUFFTECH SIERRA BLEND HEIGHT: 8' FENCE TYPE - 2 UP A B C D E F G 1 2 3 4 5 MATCHLINEMATCHLINEA300 4 50' - 0"46' - 0"4' - 0" 4' - 0"46' - 0"50' - 0" 16' - 0" 8' - 0" 26' - 0"50' - 0" 50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"50' - 0"21' - 0"8' - 0"8' - 0"8' - 0"5' - 0"3' - 0"8' - 0"16' - 0"8' - 0"8' - 0"7' - 0"9' - 0"8' - 0"16' - 0"8' - 0"8' - 0"1' - 0"7' - 0"8' - 0"8' - 0"8' - 0"8' - 0"5' - 0"8' - 0"8' - 0"50' - 0"50' - 0"50' - 0"60' - 0"210' - 0"A700 3 42' - 4" 3' - 4" 4' - 4" 6' - 0" 12' - 0" 6' - 4" 3' - 4" 10' - 4" 9' - 0" 3' - 0"1' - 6" 9' - 0" 4' - 6" 9' - 0" 4' - 6" 9' - 0" 4' - 6" 8' - 0" 1' - 0" 4' - 6" 9' - 0" 4' - 6" 9' - 0" 8' - 5" 3' - 4" 6' - 1" 4' - 2" 4' - 10" 4' - 6" 9' - 0" 4' - 6" 9' - 0" 4' - 6" 9' - 0" 4' - 6" 2"8' - 10" 4' - 6" 9' - 0" 4' - 6" 9' - 0" 4' - 6" 9' - 0" 8" 7' - 0" 3' - 4" 5' - 6" 9' - 0" 4' - 6" CORRIDOR 126 MECHANICAL 127 LOCKERS 124 PERFORMANCE 123 SERVER 122 BREAK 125 OPEN OFFICE 103 TALK 119 TALK 118 STOR. 120 FOM/ LEAD OFFICE 121 STOR. 115 CONFERENCE 114 QUIET 111 QUIET 112 STOR. 113 JAN. 107 MOTHER'S ROOM 106 TALK 105 TALK 104 TRAINING 102 RECEP. 101 MAILBOXES CHECK-IN 128 JAN. 109 WOMEN'S 108 MEN'S 110 WOMEN'S 116 MEN'S 117 VEST. 100 WAREHOUSE 130 VEST. 129 CORR. 131 A203 2 A203 1 A203 3 FLOOR PLAN DIMENSION PLAN ELECTRICAL PLAN 140 141 196 195 194 193 192 191 190 189 188 187 186 185 184 183 182 181 180 179 178 177 GENERAL PROJECT NOTES 1. OWNER FURNISHED EQUIPMENT SUPPLIERS ARE TO COORDINATE FINAL LOCATION OF EQUIPMENT AND INSTALLATION WITH THE OWNER. 2. ELECTRICAL CONTRACTOR & CABLE CONTRACTOR ARE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED TO WALLS, FINISHES, CEILINGS ETC. IN THE COURSE OF THEIR CONSTRUCTION. IF CONTRACTORS BEGIN WORK IN AN AREA WITH EXISTING DAMAGE THEY ARE TO IMMEDIATELY NOTIFY THE OWNER OR ASSUME RESPONSIBILITY OF SUCH DAMAGE. 3. SHADING INDICATES AREA THAT IS NOT INCLUDED IN THE SCOPE OF WORK. N DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATIONARCHITECTPROJECT NAMETHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. COMPUTER DIRECTORY:SHEET DESCRIPTIONNOT FOR CONSTRUCTION18074 TODD MOHAGEN, AIA, NCARB 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 OF MINNESOTA. REGISTRATION NUMBER:C:\Revit Projects\22015_AppleValley_Master_aautreyFWDHJ.rvtA201 S PAETZEL A AUTREY 04/072022 22015.0 K:JOBS/SCANNELL/APPLE VALLEY/ CONSTRUCTION DOCUMENTS APPLE VALLEY 117,600K OFFICE WAREHOUSE NEW CONSTRUCTION JOHNNY CAKE ROAD AND 147TH STREET APPLE VALLEY, MN 55124 ENLARGED FLOOR PLAN AREA A 1/16" = 1'-0"A201 1 ENLARGED FLOOR PLAN AREA A FLOOR PLAN KEYNOTES TAG KEYNOTE 1 - 2 - NO. DESCRIPTION DATE CITY SUBMITTAL 04/07/2022 A3001 G H I J K L 1 2 3 4 550' - 0"50' - 0"50' - 0"60' - 0"169 210' - 0"50' - 0"50' - 0"50' - 0"50' - 0"60' - 0"MATCHLINEMATCHLINE15' - 10" 9' - 0" 4' - 6" 9' - 0" 4' - 6"7' - 2" 1' - 10" 4' - 6" 9' - 0" 4' - 6" 9' - 0" 4' - 6" 9' - 0" 4' - 6" 3' - 2" 5' - 10" 4' - 6" 9' - 0" 7' - 0" 3' - 4" 6' - 2" 9' - 0" 4' - 6" 8" 8' - 4" 4' - 6" 9' - 0" 4' - 6" 9' - 0" 4' - 6" 10' - 2" 3' - 4" 9' - 0" 4' - 6" 9' - 0" 4' - 6" 9' - 0" 7' - 0" 3' - 4" 10' - 4"6' - 7"9' - 0"4' - 6"9' - 0"4' - 6"9' - 0"4' - 6"2' - 11"6' - 1"4' - 6"9' - 0"4' - 6"9' - 0"4' - 6"9' - 0"3' - 5"2' - 4"3' - 4"5' - 11"9' - 0"4' - 6"9' - 0"4' - 6"9' - 0"2' - 5"2' - 1"9' - 0"4' - 6"9' - 0"4' - 6"9' - 0"4' - 6"9' - 0"8' - 5"36' - 0" 8' - 0" 6' - 0" 50' - 0"50' - 0" 6' - 0" 8' - 0" 36' - 0"54' - 4" 3' - 4" 2' - 4" 162174 173 172 171 170175 157 156 155 154 160176177163164165167 158 159 146 145 168 166 161 153 142 143 144 178 151 150 149 148 147 152 GENERAL PROJECT NOTES 1. OWNER FURNISHED EQUIPMENT SUPPLIERS ARE TO COORDINATE FINAL LOCATION OF EQUIPMENT AND INSTALLATION WITH THE OWNER. 2. ELECTRICAL CONTRACTOR & CABLE CONTRACTOR ARE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED TO WALLS, FINISHES, CEILINGS ETC. IN THE COURSE OF THEIR CONSTRUCTION. IF CONTRACTORS BEGIN WORK IN AN AREA WITH EXISTING DAMAGE THEY ARE TO IMMEDIATELY NOTIFY THE OWNER OR ASSUME RESPONSIBILITY OF SUCH DAMAGE. 3. SHADING INDICATES AREA THAT IS NOT INCLUDED IN THE SCOPE OF WORK. N DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATIONARCHITECTPROJECT NAMETHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. COMPUTER DIRECTORY:SHEET DESCRIPTIONNOT FOR CONSTRUCTION18074 TODD MOHAGEN, AIA, NCARB 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 OF MINNESOTA. REGISTRATION NUMBER:C:\Revit Projects\22015_AppleValley_Master_aautreyFWDHJ.rvtA202 S PAETZEL A AUTREY 04/072022 22015.0 K:JOBS/SCANNELL/APPLE VALLEY/ CONSTRUCTION DOCUMENTS APPLE VALLEY 117,600K OFFICE WAREHOUSE NEW CONSTRUCTION JOHNNY CAKE ROAD AND 147TH STREET APPLE VALLEY, MN 55124 ENLARGED FLOOR PLAN AREA B 1/16" = 1'-0"A202 1 ENLARGED FLOOR PLAN AREA B FLOOR PLAN KEYNOTES TAG KEYNOTE 1 - 2 - NO. DESCRIPTION DATE CITY SUBMITTAL 04/07/2022 DN A B C D E F G H I J K L 1 2 3 4 5 4 A210 ____________________________________________________________________________________________________________________________ 8 A210 ____________________________________________________________________________________________________________________________ VIEW SCREENED FROM 8' ABOVE ROOF AS VIEWED FROM PROPERTY LINE OR ADJACENT ROAD. VIEW SCREENED FROM 6' ABOVE ROOF AS VIEWED FROM PROPERTY LINE OR ADJACENT ROAD. VIEW SCREENED FROM 10' ABOVE ROOF AS VIEWED FROM PROPERTY LINE OR ADJACENT ROAD. 5 A210 ____________________________________________________________________________________________________________________________SIGHT LINE D @ 987'119' - 0"SIGHT LINE C @ 987'119' - 0"SIGHT LINE F @ 981'70' - 0"SIGHT LINE B @ 985' 180' - 0" SIGHT LINE A @ 985' 155' - 0" SIGHT LINE E @ 992' 236' - 0" 2 A210 ____________________________________________________________________________________________________________________________ 3 A210 ____________________________________________________________________________________________________________________________SIGHT LINE G @ 98170' - 0"6 A210 ____________________________________________________________________________________________________________________________ 7 A210 ____________________________________________________________________________________________________________________________ F.F.E 100' - 0" T.O. TYP. PRECAST 137' - 0" 1 Eye level @ 987'6' - 0"128' - 0" 8' Screened View 6' - 0"10' Screened View 8' - 8" B.O. DECK 130' - 6" F.F.E 100' - 0" T.O. TALL PRECAST 140' - 0" 5 Eye Level @ 983'6' - 0"T.O. MIDDLE PRECAST 134' - 8" 73' - 0" 8' Screened View 4' - 2" 10' Screened View 4' - 5" F.F.E 100' - 0" T.O. TYP. PRECAST 137' - 0" 1 Eye Level @ 985'6' - 0"T.O. MIDDLE PRECAST 134' - 8" B.O. DECK 130' - 6" 76' - 3" 8' Screened View 4' - 4" 10' Screened View 4' - 5" F.F.E 100' - 0" T.O. TALL PRECAST 140' - 0" 1 123' - 6"8' Screened View 7' - 1" 10' Screened View 6' - 9"Eye Level @ 987'6' - 0"T.O. MIDDLE PRECAST 134' - 8" B.O. DECK 130' - 6"5' - 0"F.F.E 100' - 0" T.O. TYP. PRECAST 137' - 0" A 173' - 7"8' Screened View 9' - 0" 10' Screened View 9' - 3"Eye Level @ 985'6' - 0"F.F.E 100' - 0" T.O. TALL PRECAST 140' - 0" A 183' - 9"8' Screened View 8' - 4" 10' Screened View 8' - 4"Eye Level @ 985'6' - 0"F.F.E 100' - 0" T.O. TALL PRECAST 140' - 0" L Eye Level @ 992'6' - 0"259' - 6" 8' Screened View 16' - 0" 10' Screened View 16' - 1" T.O. MIDDLE PRECAST 134' - 8" B.O. DECK 130' - 6" N DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATIONARCHITECTPROJECT NAMETHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. COMPUTER DIRECTORY:SHEET DESCRIPTIONNOT FOR CONSTRUCTION18074 TODD MOHAGEN, AIA, NCARB 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 OF MINNESOTA. REGISTRATION NUMBER:C:\Revit Projects\22015_AppleValley_Master_aautreyFWDHJ.rvtA210 S PAETZEL A AUTREY 04/072022 22015.0 K:JOBS/SCANNELL/APPLE VALLEY/ CONSTRUCTION DOCUMENTS APPLE VALLEY 117,600K OFFICE WAREHOUSE NEW CONSTRUCTION JOHNNY CAKE ROAD AND 147TH STREET APPLE VALLEY, MN 55124 SITE VISION PLAN 1" = 40'-0"A210 1 ROOF PLAN - SITE VISION PLAN 1/32" = 1'-0"A210 4 SIGHT LINE C @ 987' 1/32" = 1'-0"A210 8 SIGHT LINE F @ 985' 1/32" = 1'-0"A210 7 SIGHT LINE G @ 985' 1/32" = 1'-0"A210 5 SIGHT LINE D @ 987' 1/32" = 1'-0"A210 2 SIGHT LINE A @ 985' 1/32" = 1'-0"A210 3 SIGHT LINE B @ 985' 1/32" = 1'-0"A210 6 SIGHT LINE E @ 992' NO. DESCRIPTION DATE CITY SUBMITTAL 04/07/2022 17'7' 5' 10' 23' 3'6' F.F.E 100' - 0" T.O. TALL PRECAST 138' - 0" 12345 W5 W5 W5 W5 W5 PC-1 PC-2 1 A305 ____________________________________________________________________________________________________________________________3 A305 ____________________________________________________________________________________________________________________________1' - 6"1' - 6"F.F.E 100' - 0" T.O. TALL PRECAST 138' - 0" 1 2 3 4 5 W1 W1 W1 W1 W1 W1 W1 W8 MTL-2 4 A304 ____________________________________________________________________________________________________________________________ 2 A304 ____________________________________________________________________________________________________________________________ PC-2MTL-1 W1 W1 SIGNAGE PC-1 W2 1' - 6"F.F.E 100' - 0" T.O. TYP. PRECAST 136' - 6" T.O. TALL PRECAST 138' - 0" ABCDEFGHIJKL MTL-1 PC-2 W4 W4 W4 PC-1 PC-2 MTL-1 MTL-2 3 A304 ____________________________________________________________________________________________________________________________ 1 A304 ____________________________________________________________________________________________________________________________5 A304 ____________________________________________________________________________________________________________________________ 3 A302 ______________________________________________________________ MTL-1 W4 W3 SIGNAGE PC-1 1' - 6"1' - 6"F.F.E 100' - 0" T.O. TYP. PRECAST 136' - 6" T.O. TALL PRECAST 138' - 0" A B C D E F G H I J K L W5 W5 W5 W5 W5 W5 W5 W5 W5 W5 W5 W5 PC-1 PC-2 MTL-1PC-1 PC-2 MTL-1 2 A305 ____________________________________________________________________________________________________________________________ MTL-1 1' - 6"1' - 6"DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATIONARCHITECTPROJECT NAMETHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. COMPUTER DIRECTORY:SHEET DESCRIPTION18074 TODD MOHAGEN, AIA, NCARB 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 OF MINNESOTA. REGISTRATION NUMBER:C:\Revit Projects\22015_AppleValley_Master_kcranbrook@mohagenhansen.com.rvtA300 S. PAETZEL/T. MOHAGEN A AUTREY 04/22/2022 22015.0 K:JOBS/SCANNELL/APPLE VALLEY 117,6K/ CONSTRUCTION DOCUMENTS APPLE VALLEY 117,600K OFFICE WAREHOUSE NEW CONSTRUCTION JOHNNY CAKE ROAD AND 147TH STREET APPLE VALLEY, MN 55124 EXTERIOR BUILDING ELEVATIONS 1" = 20'-0"A300 1 EAST ELEVATION 1" = 20'-0"A300 2 WEST ELEVATION 1" = 20'-0"A300 3 NORTH ELEVATION 1" = 20'-0"A300 4 SOUTH ELEVATION EXTERIOR FINISH SCHEDULE TAG NOTES SAMPLE METAL MTL-1 MANUFACTURER: -FIRESTONE COLOR: - SILVER METALLIC MTL-2 MANUFACTURER: -FIRESTONE COLOR: - CHARCOAL GRAY PRECAST CONCRETE PANELS PC-1 PRECAST CONCRETE EXPOSED AGGREGATE COLOR: 1030 GREY WITH 920 ONYX TINT PC-2 PRECAST CONCRETE EXPOSED AGGREGATE CLEAR SEALER SHOWN ON ELEVATIONS COLOR: 1014 BUFF WITH 6014 GREY TINT NO. DESCRIPTION DATE BUILDING SHELL PRICING 04/22/2022 CONSTRUCTION DOCUMENTS Date 2 1ST LEVEL 100' - 0" ROOF 124' - 4" T.O. PARAPET 127' - 0" 1234 MTL-1 MTL-1 DOWNSPOUT DOWNSPOUT GUTTER 4 A306 ____________________________________________________________________________________________________________________________2 A303 ____________________________________________________________________________________________________________________________ PC-1 1ST LEVEL 100' - 0" ROOF 124' - 4" T.O. PARAPET 127' - 0" ABCD MTL-1 1 A303 ____________________________________________________________________________________________________________________________BUILDING SECTION PC-2 1ST LEVEL 100' - 0" ROOF 124' - 4" T.O. PARAPET 127' - 0" A B C D MTL-1 PC-2 3 A306 ____________________________________________________________________________________________________________________________ 2 A306 ____________________________________________________________________________________________________________________________ 1 A306 ____________________________________________________________________________________________________________________________ 1 A303 ____________________________________________________________________________________________________________________________ BUILDING SECTION 2"12' - 2"2"3' - 0"1ST LEVEL 100' - 0" ROOF 124' - 4" T.O. PARAPET 127' - 0" 1 2 3 4 MTL-1 PC-2 2 A303 ____________________________________________________________________________________________________________________________ DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: 1000 Twelve Oaks Center Dr. Suite 200 Wayzata MN 55391 Tel 952-426-7400 Fax 952-426-7440 DRAWING INFORMATIONPHASEISSUE RECORDREGISTRATIONARCHITECTPROJECT NAMETHE ARCHITECT SHALL BE DEEMED THE AUTHORS AND OWNERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS OF THE ATTACHED DOCUMENTS. COMPUTER DIRECTORY:SHEET DESCRIPTIONC:\Revit Projects\22015_AppleValley_Maintenance_Building_Master_kcranbrook@mohagenhansen.com.rvtA301 S. PAETZEL/T. MOHAGEN K. CRANBROOK 04/22/2022 22015.0 K:JOBS/SCANNELL/APPLE VALLEY CONSTRUCTION DOCUMENTS APPLE VALLEY 117,600K OFFICE WAREHOUSE NEW CONSTRUCTION JOHNNY CAKE ROAD AND 147TH STREET APPLE VALLEY, MN 55124 EXTERIOR BUILDING ELEVATIONS MAINT. BLDG. 3/16" = 1'-0"A301 1 MAINTENANCE BUILDING EAST ELEVATION 3/16" = 1'-0"A301 2 MAINTENANCE BUILDING NORTH ELEVTION 3/16" = 1'-0"A301 3 MAINTENANCE BUILDING SOUTH ELEVATION 3/16" = 1'-0"A301 4 MAINTENANCE BUILDING WEST ELEVATION EXTERIOR FINISH SCHEDULE TAG NOTES SAMPLE METAL MTL-1 MANUFACTURER: FIRESTONE COLOR: CHARCOAL GRAY PRECAST CONCRETE PANELS PC-1 PRECAST CONCRETE EXPOSED AGGREGATE COLOR: 1014 BUFF WITH 6014 GREY TINT CLEAR SEALER WHERE SHOWN ON ELEVATIONS PC-2 PRECAST CONCRETE EXPOSED AGGREGATE COLOR: 1030 GREY WITH 920 ONYX TINT NO. DESCRIPTION DATE BUILDING SHELL PRICING 04/22/2022 CONSTRUCTION DOCUMENTS Date 2 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 :J une 15, 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: Applicant Date: 60 Days: 120 Days: AC T I O N RE Q UE S T E D: It is the policy of the Planning Commission not to act on an item the same night as it is introduced. T he Planning C ommission will be 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 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 two variances, one to exceed the maximum building height and the second for maximum building coverage. Additionally, state statute requires that a city's Planning Commission 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 City's Comprehensive Plan prior to a recommendation on the other building and code provisions. B AC K G RO UND: Neighborhood 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. 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. 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 two 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 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. 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. Turn L ane On Galaxie A turn lane on G alaxie Ave is planned in the 2027-2031 capital budget cycle but is not currently designed. T his turn lane may affect the east side property line and is currently being evaluated by staff for other potential impacts. T he Planning C ommission will be provided additional information as plans are developed. 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. Staff is working with the applicant to provide an updated landscaping plan to be shown at the Planning C ommission meeting on the 15th. 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 an 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 AT TAC HM E NT S : Plan S et Plan S et L andscaping Plan Memo 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 CITY OF MEMO Public Works TO: Alex Sharpe, Planner FROM: Brandon S. Anderson, PE, City Engineer DATE: June 10, 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 northbound right turn lane along Galaxie Avenue at 140th Street • A northbound right tum lane would impact all signal components on the southeast comer, two catch basins, AND the traffic signal controller cabinet pad. The relocation of the controller cabinet pad would require a full re- wiring of the signal system. The existing wood pole for overhead north/south power lines is likely out of the way of the tum lane construction itself, and should be able to be maintained in-place while still allowing for signal pole and curb ramp placement. The down guys for this wood pole on the north side of the pole are in the way of both tum lane and signal/ curb ramp construction and will require either elimination or relocation on the wood pole. • The bituminous trail closer to the intersection is on the back side of the wood pole and can be maintained as is, but the trail further to the south will be within the tum lane construction area and thus require relocation. One wood pole located approximately 150 feet to the south will likely require relocation to accommodate tum lane and trail construction. No driveways are in the way of the proposed tum lane construction area. For the entire length of this proposed tum lane, additional right of way will be required to accommodate the tum lane, signal construction, and trail construction further to the south. With the lower right turning traffic volumes, it is possible to reduce the length of this proposed right tum lane to 200-feet (with a recommended 15:1 deceleration taper area). • 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). • It is recommended that the driveway location along Galaxie Avenue be relocated further to the north to accommodate turn lane needs. Some additional easement or right of way may be required and should be reflected in the Final Plat. • 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. • Show the location of manholes and gate valves and hydrants on the site plan. • 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. • Site plan should show site line triangles at access entrances as well as on the landscape plan • 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 a pretreatment device, such as a SAFL Baffle or approved equal and sump prior to discharging into the public storm sewer. Any sumps shall be privately cleaned and maintained. • 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. GALAXIE AVENUE N 4 4 ° 4 5 ' 0 1 " E 4 0 0 . 7 4 14' TURN LANE 5' BLVD 8' TRAIL 300' STACKING DISTANCE I T E M: 6.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E :J une 15, 2022 S E C T I O N:Other Business Description: Review of Upcoming S chedule and Other Updates S taff Contact: B reanna Vincent, Department Assistant Department / Division: Community Development Department AC T I O N RE Q UE S T E D: N/A S UM M ARY: Next P lanning Commission Meetings: Wednesday, J uly 20, 2022 - 7:00 p.m. Public hearing applications due by 9:00 a.m. on Wednesday, J une 22, 2022. Site plan, variance applications due by 9:00 a.m. on Wednesday, J uly 6, 2022. Wednesday, August 3, 2022 - 7:00 p.m. Public hearing applications due by 9:00 a.m. on Wednesday, J uly 6, 2022. Site plan, variance applications due by 9:00 a.m. on Wednesday, J uly 20, 2022. Next City Council Meetings: T hursday, J une 16, 2022 - 7:00 p.m. T hursday, J uly 14, 2022 - 7:00 p.m. B AC K G RO UND: N/A B UD G E T I M PAC T: N/A